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32A-153 (24) TEST BORING LOG Sheet 1 fiber Engineering Associates,LLC 10 Strong Ave BORING NO. BS-3 Geotechnical Engineers Northampton Holliston,Massachusetts Massachusetts DATE: 4/4/02 Groundwater Observations Ground Elevation: Date Started:4/4/02 Date Depth Casing Stabilization Time Date Finished:4/4/02 Driller.Seaboard Drilling,Inc. Depth Sample (B) No. Rec. Depth Blows/6" Tra Strata Visual Description Note 0 Fill 4"Pavement 1 1 24/14 0-2 Ss Brown fine to medium SAND little Silt little Gravel to 2 2' olive gray SILT and fine SAND trace roots 3 Possible 4 Fill 5 6 2 24/16 5-7 Ss 6.5' Brown fine to coarse SAND trace Silt trace Gravel to 7 Silt gray SILT 8 24/18 7-9 7.5' 9 3"gray SILT to gray fine to medium SAND trace Silt 10 11 3 24/0 10-12 Ss No Sample 12 Sand r24/20 12-14 Wet gray fine SAND little Silt 15 16 4 24/18 15-17 Ss Gray fine SAND some Silt,3"Silt layer 17 17' 18 • - 19 Varved 20 Silty clay 21 5 24/18 20-22 Ss Gray Silty Clay 22 _221_ 23 24 25 26 27 28 29 30 31 32 33 34 35 Notes: pie Type/Field Test Proportioned Used Casing Sampler Core )lit spoon Trace 0–10'/0 A=Auger Little 10–20% Type HSA ss U=Undisturbed Some 20–35% ID 4 Tv=Pocket Torvane And 35-50% Pp=Pocket Penetrometer Hammer 140 lbs. TEST BORING LOG Sheet 2 of 2 r Engineering Associates,LLC 10 Strong Ave BORING NO. BS-2 Geotechnical Engineers Northampton Holliston,Massachusetts Massachusetts DATE:414/02 Groundwater Observations Ground Elevation: Date Started:4/11/02 a Depth te Casing Stabilization Time Date Finished:4/11/02 Driller: Seaboard Drilling Inc. Depth Sample Pen/ TnW Strata Visual Description Note (R) No. Rec. Depth Blows/6" 36 9 24/24 35-37 1-1-2-3 Ss Gray Silty Clay 37 38 39 40 Varved 41 10 24/24 40-42 Wor-1-1-2 Ss Silty Clay Gray Silty Clay 42 43 44 45 45 47 48 51 11 24/24 50-52 Wor-1-1-2 Ss Gray Silty Clay 52 52' 53 Bottom of Boring 54 55 56 57 58 59 60 61 62 62 64 65 66 67 68 69 70 Notes: ale Type/Field Test Proportioned Used Casing Sampler Core flit spoon Trace 0—10% A=Auger Little 10—20% Type HSA ss U=Undisturbed Some 20—35% ID 4 1-3/8" Tv=Pocket Torvane And 35-50% Pp=Pocket Penetrometer Hammer 140 lbs. TEST BORING LOG Sheet l � Associates,LLC 10 Strang Ave BORING NO. BS-2 Northampton Holliston,Massachusetts Massachusetts DATE: 414/02 Groundwater Observations Ground Elevation: Date Depth Casing Stabilization Tune Date Started:4/11/02 B Date Finished:4111/02 4/11 12 10 During exploration Driller.Seaboard Drilling,Inc. Depth Sample Type Strata Visual Description Note (ft) No. Pen Depth Blows/6"Bec. 0 4"Pavement 1 1 24/18 0-2 7-9-8-7 Ss Fill Brown fine to medium SAND some Silt to brown fine 2 to medium SAND trace Silt 3 4 5 6 2 24/16 5-7 2-2-3-7 Ss 6.5'_ Brown gray fine to medium SAND some Silt trace 7 roots 8 3 24/18 7-9 8-9-8-8 Gray fine SAND some Silt 9 10 11 4 24/12 10-12 6-7-10-10 Ss Tan fine SAND little Silt 12 Silty Sand 15 16 5 24/18 15-17 8-10-14-17 Ss Tan fine SAND and SILT 17 18 19 20 21 6 24/20 20-22 8-9-14-8 Ss _21.5'_ Gray rust fine SAND some Silt,3"Silty Clay layer at 22 tip 23 24 25 26 7 24/24 25-27 1-1-2-1 Ss Gray Silty Clay 27 28 Varved 29 Silty Clay 30 31 8 24/24 30-32 1-1-1-2 Ss Gray Silty Clay 32 33 34 35 Notes: mole Type 7 Field Test Proportioned Used Casing Sampler Core ')lit spoon Trace 0— 10% =Auger Little 10—20% Type FJC ss U=Undisturbed Some 20—35% Ip 4 1-3/8" Tv=Pocket Torvane And 35-50% Pp=Pocket Penetrometer Hammer 140 lbs. TEST BORING LOG Sheet 2 of 2 Engineering Associates,LLC 10 Strong Ave BORING NO. BS-1 Geotechnical Engineers Northampton Holliston,Massachusetts Massachusetts DATE:4/4/02 Groundwater Observations Ground Elevation: Date Started:4/4/02 Date Depth Casing Stabilization Time Date Finished:4/4/02 Driller. Seaboard Drilling Inc. Depth Sample Depth Pen/ Type Strata Visual Description Noce No. Rea Depth Blows/6" 36 8 24/24 35-37 2-1-1-2 Ss Gray Silty Clay 37 38 39 40 Varved 41 9 24/24 4042 1-2-2-5 Ss Silty Clay Gray Silty Clay 42 43 44 45 45 10 24/24 4547 1-1-2-2 Ss Gray Silty Clay 47 5b- 51 11 24/24 50-52 1-1-2-2 Ss Gray Silty CIay 52 52' 53 Bottom of Boring 54 55 56 57 58 59 60 61 62 62 64 65 66 67 68 69 70 Notes: Type/Field Test Proportioned Used Casing Sampler Core ss=.,rfit spoon Trace 0— 10% A=Auger Little 10—20% Type HSA ss U=Undisturbed Some 20—35% ID 4 1-3/8" Tv=Pocket Torvane And.35-500/a Pp=Pocket Penetrometer Hammer 140 lbs. T19ST BORING LOG Sheet 1 Weber Engineering Associates,LLC 10 Strong Ave BORING NO. B&1 \\G�eo�t�echnical Engineers Northampton ,Holliston,Massachusetts Massachusetts DATE: 4/4102 Groundwater Observations Date Started:Elevation: Date Depth Casing Stabilization Time Date Finished:4/4/02 Driller:Seaboard Drilling,Inc. Sample Depth Type Strata Vnnal Description Note tB) No. Peen/ Depth Blows/6" 0 4"Pavement 1 1 24/15 0-2 11-20-15- Ss Brown fine SAND some Silt 2 14 3 4 Fill 5 6 2 24/4 5-7 4-22-11-4 Ss Brick Fragments 7 8 9 92 10 11 3 24/18 10-12 7-13-9-13 Ss Gray Silt some fine Sand 12 Sandy Silt 1 16 4 24/24 15-17 1-2-2-2 Ss Gray Silt little fine SAND with T'Silty Clay Layer 17 _17'_ (pp-0.25 is f) 18 19 20 21 5 24/24 20-22 1-2-2-2 Ss Gray Silty CLASY with fine SAND lenses at 2" 22 intervals 23 24.. 'Varved 25 Silty Clay 26 Ul 24/24 25-27 Push U Gray Silty Clay 27 28 6 2V24 , 27-29 1-1-1-2 Ss Gray Silty Clay 29 30 31 7 24/24 30-32 1-1-1-2 Ss Gray Silty Clay 32 33 34 35 Notes: Sample Type/Field Test Proportioned Used Casing Sampler Core s�"pit spoon Trace 0—10% Ate►. 4er Little 10—20% Type F3C ss U=Undisturbed Some 20—35% ID 4 1-3/8" Tv=Pocket Torvane And 35-50% Pp=Pocket Penetrometer Hammer L 140 lbs. « , >Cm to 1. � to o ¢ tr II LL >'.� Nj.j C I _Q Z•� II Ci f' J•, ,1 Q1 I U � I'. �. (n C cJ �[[ a Q p Jo i\�Ci� v W >r, +1 w e Al.'31 Cn l7 CO C4 a ,I CO Q� Q � � 1 I i off. 'JO. to c'.a c LO CL gym• � - '-�.\ C �� 1 //j./ ' �i7 iJ i• C 40,J my UJ - �N .p } 1 • CJ � Q z 0 L 0 _ :•. /y .� ®.D • _ C 0 J LZIOC.L9 N��'• a (-3 i Notes: 1. Drilling conducted by Seaboard Drilling Inc. on April 4,2002 and April 11,2002. 2. Locations of explorations based on tape measurement and are approximate. 3. Exploration plan adapted from plan provided by Ford Gillen Architects. eber Engineering Associates, LLC Scale:NTS "Exploration Location Plan Geotechnical Engineers April 2002 10 Strong Ave Holliston, Massachusetts Northampton, Massachusetts 5. Providing methods of monitoring the excavation and the excavation support system for movement. 6. Complying with all applicable OSHA and State requirements for excavation safety. SETTLEMENT MONITORING We recommend that a plan be established to provide permanent settlement monitoring points at the garage especially if the structure is constructed without a crawl space. The points should be monitored periodically throughout construction once they have been established. The monitoring points should be installed as part of the construction package and we recommend that the specification include this. REVIEW OF PLANS AND SPECIFICATIONS We recommend that we be allowed the opportunity to review the plans and specifications for geotechnical issues prior to completing the Contract Documents. The purpose of this is to verify that the intent of our recommendations have been correctly interpreted and included. We are pleased to have this opportunity to assist. If you have any questions regarding this report, please do not hesitate to call. Very truly yours, WEBER ENGINEERING ASSOCIATES, LLC Richard P. Weber, P.E., Manager Attachments: Exploration Location Plan Soil Test Boring Logs CC: Mr. William Gillen Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page 11 Crushed Stone The crushed stone should meet the requirements for material M2.01.4(3/4-inch gradation) stated in the Massachusetts Highway Department Standard Specifications for Highways and Bridges. Crushed stone should be used below the basement within the slab underdrain system and around foundation drainpipes. Geotextile Fabric Geotextile fabric should be used as a filtration medium below the crushed stone base course and to encase the crushed stone around the foundation drains. Construction Dewatering We recommend that the specifications require the contractor to provide and implement a temporary groundwater control system for use during construction to lower and or maintain a low groundwater condition. We recommend that the groundwater level be maintained at a depth of at least 24-inhces below the bottom of the excavation. The proposed system should be designed or otherwise reviewed by a registered professional engineer or specialty contractor familiar with and experienced in groundwater control systems. Protection of Adjacent Structures The contract specifications should require that the contractor protect all adjacent structures from damage. This could occur from or be related to construction activities such as shoring the excavation adjacent to existing structures. Lateral Support System Based upon our understanding of the project, it is our opinion that this project requires the use of a shored excavation. We recommend that the specifications prepared for this project require the contractor to provide temporary shoring for the excavation. The type of shoring and details are the responsibility of the contractor. However,we strongly recommend that the specifications require that the contractor engage a registered professional engineer experienced in shoring design to prepare documents for design and construction of the lateral support system. Considerations include but are not necessarily limited to: 1. Considering basal heave. 2. Protecting adjacent structures,utilities and embankment. 3. Supporting and bracing the excavation. 4. Leaving the shoring in place at the end of construction unless the removal will not cause damage or potential damage to the building and adjacent structures and utilities. Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page 10 Materials We recommend that the following material gradations and names be used be used for consistency on the drawings and m the earthwork specifications. All material must be well graded between the limits shown herein and be capable of being compacted to the required degree of density. The material shall have sufficient fines so that it does not shove and remains stable. We also recommend that the specifications not allow the use of recycled material such as reprocessed building demolition material Common Borrow Friable natural soil containing no gravel greater than 2/3 loose lift thickness and free of trash, snow, ice, organics,roots,tree stumps and no more than 35 percent passing the No. 200 sieve. Common borrow can be used as general backfill provided it can be compacted and stabilized for the intended purpose. Granular Fill Pavement subbase material and structural fill below the building slab base course layer and below footings: Sieve Size Percent Finer 3-inches 100 No. 10 30-95 No. 40 10-70 - No. 200 0-150) Where this material is used for backfill against basement walls for drainage,the amount passing the No. 200 sieve shall be no more than 10 percent. As an alternative, a synthetic drainage product consisting of geotextile fabric and a drainage medium can be used adjacent to the basement walls for drainage. Gravel Borrow: Base course material for slabs, pavement,walkways and where required to protect the granular fill from disturbance. Sieve Size Percent Finer 3-inch 100 1/2-inch 50-85 No. 4 40-75 No. 10 30-60 No. 40 10-35 No. 100 5-20 No. 200 2-8 Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page 9 We recommend using the following values of surcharge pressure(q)or as otherwise required by the structural engineer: Condition Surcharge q (psi) Floor load behind below ground wall 100 Light vehicular traffic/parking 100 Seismic Considerations Subsurface conditions beginning at the ground surface of the site consist of at least 100-ft of soft clay based on information from offsite sources. Therefore,based on Table 1612.4.1 of the Massachusetts State Building Code, Sixth Edition it is our opinion that the site has an S4 site profile. Accordingly the recommended seismic coefficient(S) for design is 2. The site is not considered susceptible to liquefaction. Earthwork In the preceding sections we have outlined several recommendations for earthwork. Below, we provide additional recommendations,which should be incorporated into the structural design and Contract Documents. 1. Remove and replace fill material lying below the proposed building footprint. We expect the fill thickness to he in the range of approximately 6.5-ft to 9-ft. Much of the fill however would be taken out during excavation of the basement section for the main building. Some over excavation might be required within the garage section ofthe site depending upon the proposed footing design elevation with respect;to the thickness of fill. Plans should show that over- excavation is required. This is an important consideration because this might affect the design cut depth for the lateral support system. 2. Excavated material can be reused provided that it meets the requirements for the materials recommended herein. These requirements should be stated in the project specifications. We expect that the excavated soil might be unsuitable for reuse as compacted structural fill below the budding or drainage fill along the exterior sides of the below ground walls. Therefore, we recommend that the construction budget be developed using off-site borrow. If the on site material can be reused,then a credit would be due the Owner. This should be indicated in the project specifications. 3. All fill placed within and below the structure should be compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D1557. 4. All excavations shall be stabilized by cutting back the side slopes or using shoring and bracing as required by 29 CFR 1926 Subpart P,Excavations. Plans and specifications should make reference to this requirement so that Contractors are aware of their responsibility. The contractor is required to develop an engineered drawing for the lateral support system. Given the magnitude of the project,we recommend that an experienced registered professional engineer design this system. We recommend that the project specifications state this requirement. Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page 8 along the interior edge of the footings be incorporated into the design if exterior foundation drains tical. Cleanouts generally spaced at 90-degree bends or 150-ft runs should be provided. are not prac CWe recommend that the section of basement wall extending lower than 5-ft be waterproofed because of the uncertainty of the groundwater level. The uppermost 5-ft of below ground wall can be dampproofed. Lateral Earth Pressure Exterior foundation walls and retaining walls should be designed to resist both the superimposed effect of the total static lateral earth pressure and the earthquake force shown below. The earthquake force should be applied as an inverse triangle and as required by the Massachusetts State Building Code. The pressure cause by temporary surcharges can be ignored. In addition,we believe that there will be no significant permanent surcharges applied to the walls. The height of the wall(H) for earthquake force calculations is the height measured from the top of the horizontal backfill surface to the finish grade or floor in front of the wall. The height of wall for static earth pressure calculations is the height of wall measured from the top of the backfill to the bottom of the foundation. If there are other conventional retaining walls on site for landscaping,then they should be designed based on the"active"lateral earth pressure. The recommended design values are shown below. Total Soil Unit Weight (y)pcf 125 pcf Lateral Earth Pressure Coefficient 0.5 At Rest Condition —Horizontal backfill surface Equivalent Fluid Pressure(y.)pcf / Koy=62.5 pcf/ft C_ ft depth at rest condition) Lateral Earth Pressure Coefficient 0.33 Active Condition —Horizontal backfill surface Equivalent Fluid Pregsure(y.)pcf / Ky=42 pcf/ft ft depth active conditions) Earthquake Force 0.045yW Groundwater Pressure No -drained Basement walls backfilled after the floors have been constructed will be restrained from lateral movement and should be designed using the"at rest"pressure. Walls that are free to move laterally at the top, such as a conventional cantilever retaining wall, should be designed using the"active" pressure. Surcharge Pressure Where a restrained below ground wall retains fill and a floor above such,as the grade separation between two floors,we recommend including a surcharge load in addition to the static and seismic force. The recommended lateral surcharge pressure is a uniform load of 0.5q psf applied to-the rear of the below ground wall. For retaining walls resisting active pressure and a surcharge such as a retaining wall supporting a parking area at a higher grade behind it,we recommend including a lateral uniform surcharge pressure of 0.33q psf applied to the rear.of the wall. 1 Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page 7 Construction Joint i Since the basement section of the main building and the garage/loft section may have different foundation depths and loading conditions,we recommend that the design incorporate a joint between the two structures to allow differential movement to occur between each structure. Slab/Mat The subsurface conditions at this site are suitable for supporting a slab on grade at the basement and parking garage level provided that the existing fill where it occurs is proofrolled and compacted. The soil conditions are also suitable for supporting a mat foundation. Footings on the other hand will bear directly on firm, undisturbed natural sod or on engineered compacted fill as discussed previously. Foundation Drains We understand that the groundwater level is located at a depth ranging from 12-ft to 14-11 below ground surface at the time the groundwater measurements were made. We have no knowledge howver of the height of seasonal fluctuation-of the groundwater level. We understand that basements constructed at a depth of 6-11 below ground have not experienced wet basements. Since the proposed basement is deeper, along with the uncertainty related to the high groundwater level, we recommend that a foundation drain and/or underslab drain be provided. Unless these drains will discharge by gravity into the City stormwater system,pumping from sumps will be required. In this latter case, we recommend that each individual basement unit be fitted with a sump and pump below the ground floor level. If the walls are cast neat against the shoring then perimeter foundation drains may be difficult or impossible to construct. It might also be difficult to damp proof or waterproof the walls. Therefore,placing the shoring,several feet away from the building wall(onto adjacent property)might be required. These are considerations for design. If a mat foundation is selected then the mat and walls should be waterproofed and the slab designed to resists buoyant pressures. We recommend that a secondary(working)floor be constructed over an 8-inch thick layer of crushed stone. Pipes within the crushed stone layer should be connected to individual sumps to handle and discharge seepage as a precaution. In order to reduce potential percolation of surface water around the below ground area, we recommend that the ground surface be sloped away from building as required in the Massachusetts State Building Code. Additionally,we recommend that either the ground surface be paved with bituminous pavement or 24-inches of relatively impervious soil be used within the upper 2-ft of backfill placed adjacent to the wall. The recommended foundation drain consists of a 4-inch diameter perforated pipe encased in at least 6-inches of%-inch crushed stone wrapped in geotextile fabric such as Mirafi 140N or equivalent. The invert of the pipe should be no higher than the bottom of the 12-inch thick base course layer. We recommend that a 12-inch thick layer of crushed stone placed over geotextile fabric be used as a drainage layer below the slab. Drainpipes spaced at no more than 20-ft interval below the slab should be used within the crushed stone layer. In addition,we recommend that a drainpipe placed Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page 6 underlying clay layer. In addition,there will also be settlement associated with bearing the footings Cdirectly on the granular material. If a crawl space is constructed below the garage,then the magnitude of settlement can be reduced. A crawl space of 4-ft is expected to provide a fully compensated foundation thereby significantly reducing the anticipated 0.9-inches of settlement. If a crawl space is used however and the space is unheated,then the bottom of the footings must be 4-ft lower than the slab for frost protection. It is possible to work with a less than fully compensated foundation to reduce(but not eliminate) settlement in the clay. In addition it might also be possible to use insulation to reduce the recommend depth of the footing excavation. Bearing Pressure of Shallow Foundations The recommendations provided above result in the footings bearing within the upper granular soil layer. As stated previously the material ranges from medium dense to loose with depth and grades from silty sand to sandy silt. In addition it is our opinion that there is from 6.5-ft to 9-ft of fill on site. Therefore, depending upon the depth and location of the footings, the foundations are expected to and must bear on undisturbed natural granular soil(silty sand to sandy silt)or on compacted granular fill. We recommend that the foundations for both the garage and main building be designed to bear at an allowable soil bearing pressure of 1-tsfprovided that the footings are at least 2.5-ft wide. Using this design pressure, we expect up to 0.5-inches of settlement might occur within the granular bearing layer. However, since the material is granular, we expect that the settlement will occur during construction and shortly thereafter as load is applied. This settlement is in addition to any settlement resulting from compression within the underlying clay. Typical foundations will extend beyond the face of the wall. If the wall of the building is built along the property line, then the footings will encroach onto other property. This must be addressed or the location of the walls/footings adjusted, r' We recommend that the footings be planed no lower than 0-ft om ground surface. This is expected to provide a 7-ft thick mat of granular soil betty a foundations and a underlying soft clay. Foundation Preparation The footings can be designed to bear on a 4-inch to 6-inch thick layer of%-inch crushed stone to provide a firm, working surface especially if the material contains significant silt or is relatively clean. This will protect the bearing soil from becoming disturbed and loosening. The stone should be placed on a geotext le fabric such as N raft 140N or equivalent. We recommend that this section be shown on the contract documents. If the material is not required based on the actual subsurface conditions encountered,then the Owner would be due a credit. We recommend that this provision be included in the project specifications. Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page: 5 studies and recommendations summarized herein are based upon generally accepted geotechnical engineering practices. No other warranty, expressed or implied is made. Building Foundations Based on the results of the subsurface exploration program conducted at this site,the soil profile at this site consists of approximately 17-ft of medium dense granular material(although the surface 6.5-ft to 9-ft may be fill)underlain by at least 35-ft of soft silty clay which in some cased contained thin lenses of very fine sand. It.is likely that the clay extends much deeper(at least 110-ft below ground surface). Based on these conditions piles were deemed inappropriate because of the cost to the project. Therefore,pile foundations are not discussed herein. Based on the results of our studies, it is our opinion that the structure can be supported within the upper layer of medium dense granular material or compacted structural fill used to replace the existing fill. However, because of the underlying soft clay, new load carried into and by the soft clay could result in settlement. In order to reduce the magnitude of pressure directed into the underlying clay,we recommend that load be removed by constructing a basement and/or crawl space to compensate for the load of the structures. If sufficient soil is removed to equal the weight of the proposed structures, then the underlying clay will theoretically support little if any new load and therefore little if any settlement should be expected. We recommend that this method be utilized to reduce the magnitude of potential post-construction settlement below the structures. Main Building t�s According to information provided o us, the gross weight of the structure taken over the footprint area results in a pressure of appro ' ely 500-psf This pressure would be increased to reflect the pressure of the ground floor slab an ' e load. Thus we expect that the actual soil pressure might be in the order of 700-psf. Basement space an the order of 6-ft deep therefore will result in a fully compensated foundation. We understand that the basement will be approximately 8-ft below ground surface resulting in a net decrease in pressure. Hence we expect that the basement will experience little if any movement within the under lying clay except possible recompression depending upon whether the underlying clay rebounds. We do not expect significant rebound to occur because of the presence of the sand mat overlying the clay,the 3-dimensional effect of the actual excavation and the time for construction. Although we expect no theoretical settlement to occur,there could be minor settlement resulting from a combination of recompression and bearing on the sand layer. However, construction methods can be used to reduce this risk. Garage/Loft We understand that a garage and single story loft will be constructed along the south end of the project. According to information provided to us the gross weight of the structure plus an allowance for the weight of the slab and live load will result in a pressure of approximately 500-psf over the garage footprint area. Unlike the basement of the main building,this will add new loads into the underlying clay if the garage slab is constructed at grade. Based upon our assessment of settlement potential, it is our opinion that this condition will result in up to 0.9-inches of settlement within the Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page 4 Soil In general, the site consists of a layer of granular material overlying varved silty clay to the depth explored. The granular material consists of loose to dense fine sand with varying percentages of both silt and gravel. Occasionally the material grades from the sandy material to silt with sand. The soil is medium dense but becomes looser with depth especially where the material changes to silty clay at a depth of approximately 17-ft below ground surface. It should be noted however,that the demarcation between granular material and silty clay is gradual and the depth could vary below the site. At boring BS-2, we observed that the granular soil extended to a depth of 21.5-ft below ground surface before changing to the clay. In boring BS-1,we observed the presence of approximately 9-ft of fill beginning at the ground surface. We have also classified the upper 6.5-ft of material in BS-2 and BS-3 as fill. Borings B-1 to B-4 undertaken and classified by others did not note the presence of fill. Soil conditions lying below the granular material consist of soft varved silty clay to a depth of 52-ft where the deepest borings were terminated. We understand that a boring taken at a nearby structure encountered clay to a depth of 80-ft where the boring was terminated and another boring taken in the vicinity encountered 110-ft of clay. Therefore,the clay could extend deeper than 80-ft to 110-ft below the site. We noted that the clay contains thin lenses of fine sand at relatively closely spaced intervals. As stated previously,a sample of the clay was retrieved for laboratory testing as described later in this report. Groundwater Groundwater was reported by others to be Iocated at a depth ranging from 12-ft to 14-ft below ground surface during December 2000. During the recent exploration program,the groundwater level was measured in one of the observation wells available on site. In April 2002,the groundwater level was measured at a depth of 13.3-ft below ground surface in an observation well previously installed on site by others. We have no knowledge of the historical range of groundwater fluctuation below the site. The groundwater conditions stated on the logs are applicable to the time when the readings were made. The level of groundwater below the ground surface fluctuates based on conditions such as season,temperature and amount of precipitation that may be different from the time when the observations were made. Therefore,the groundwater levels may be higher or lower during construction and during the life of the structure. This fact should be taken into consideration when preparing foundation design and developing earthwork procedures. RECOMMENDATIONS The recommendations presented herein reflect our opinions and are based upon engineering studies conducted using the available subsurface information as stated herein along with our understanding of the building configuration and grades. If other information becomes available,or if conditions change we should be notified. The information will be reviewed in the content of the recommendations made herein and modification of our recommendations may be necessary. The Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page 3 I. Constructing the building and adjacent parking garage to limit settlement. 2. Constructing the basement level to avoid wet basement conditions. 3. Provide lateral support for the excavation. Lateral support is solely the responsibility of the contractor. SUBSURFACE EXPLORATIONS Seaboard Drilling,Inc. of Springfield,Massachusetts conducted a program of subsurface explorations on April 4, 2002 and April 11, 2002 at the approximate locations shown on the attached Exploration Location Plan. Borings BS-1 to BS-3 were taken within the proposed building footprint and along with previous borings taken by others,provide subsurface information for this project. Borings BS-1 and BS-2 were taken to a depth of 52-ft while boring BS-3 was terminated at a depth of 22-ft below ground surface. The previous borings terminated at a depth ranging from of 14-ft to 22-ft below ground surface. Samples of soil were retrieved at the ground surface and at 5-ft intervals to provide material for a visual classification as shown on the logs. The samples were retrieved using a standard split spoon sampler driven with a 140-pound weight falling 30-inches at each sampling depth. The sampler was driven a distance of 24-inches or as otherwise shown on the logs. The number of hammer blows required to drive the sampler into the soil in 6-inch increments is recorded on the logs. The sum of the hammer blows for the 6-inch to 12-inch and 12-inch to 18-inch interval provides the Standard Penetration Resistance(i)and is a measure of soil density in granular soils. The N value in granular soil has been correlated with the soil friction value to provide soil strength information. It should be noted that the classification of soil strata shown on the logs are based upon our interpretation of the subsurface conditions. It is possible that there might be thin layers of material lying between the sampling intervals that are not described on the logs, which may not become known until construction. Likewise,the depth to each soil stratum is considered to be approximate and may be more gradual or different in the field. Weber Engineering Associates,LLC prepared logs of the borings, which are attached to this report for reference. In addition to the samples retrieved for soil classification,one this walled"undisturbed"sample of soil was retrieved at a depth of 25-ft to 27-ft below ground surface for laboratory testing. This sample was delivered to Geotesting Express, Inc. consolidation and shear strength testing to derived the soil's engineering properties. SUBSURFACE CONDITIONS The subsurface conditions described herein are based upon our interpretation of the materials observed in the exploration program. You should be aware however that soil conditions can vary between borehole locations and the actual conditions encountered during construction could be different from those indicated by the logs. Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page 2 APPENDIX A Raft i April 17,2002 APR 19 ZQOZ r-uhu U1LU:r4 AHt tIj-('ECTS Mr. Michael Sissman 134 South St Northampton MA 01030 Re: Geotechnical Engineering Report Proposed Building, 10 Strong Ave. Northampton,Massachusetts Dear Mr. Sissman: We are pleased to submit this letter summarizing the results of the geotechnical engineering studies undertaken regarding the referenced site. This work was conducted in accordance with our proposal dated March 14, 2002. The objective of the work summarized herein was to provide geotechnical recommendations to the architect, structural engineer and other members of the design team for use on this project. BACKGROUND The existing site located along Strong Avenue and has a footprint of approximately 30-ft by 200-ft. The site is currently occupied by a single story brick building approximately 22-ft square located near the middle of the lot and paved parking areas at each side of the building. The paved area is at approximate grade with Strong Avenue. The pavement extends about 20-ft into the lot where the a retaining wall supports the grade as it slopes upward toward the rear to approximately El 138, about 10-ft higher than the parking area grade. We understand that plans include constructing a budding consisting of one-level of ground floor retail space with two levels of town house condominiums above. There will also be one level below ground space as well as a parking garage located on grade along the south end of the site. According to the Architect,the garage section of the building weighs approximately 183-tons tons while the retail and town house complex(main building)weighs approximately 1036-tons. These weights do not include the dead load and live load of the ground floor slab. Since the commercial and town house space will be supported on bearing walls,this translates to a foundation pressure of approximately 2.2-tlf for the main building and 1.7-tlf for the garage. This information was used when developing the foundation recommendations outlined herein. Geotechnical issues to be addressed during design and construction include but may not be limited to: _ Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page 1 B. Verify all conditions and measurements in the field. C. All raceways shall be routed concealed in all "finished" areas. Where raceways cannot be routed concealed because of building construction, the Architect will advise on how to route these raceways in a surface metal raceway system. D. Where corrosion resistance is indicated, the preferred method is non- metal raceways, boxes, covers, etc. E. Refer to equipment layouts, final layout plans and reflected ceiling plans for exact locations and/or mounting heights. F. All wiring shall be in conduit. Conduits shall be as recommended by various systems manufacturers or as required by code. G. All feeders and Branch circuits shall contain insulated ground wire. END OF SECTION 96000 �- Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-30 sprinklers, HVAC and electrical -- are to provide their own pipe and duct sleeves and to do their own firesafing and smoke seal work. C. Firesafing and smoke seal of pipe and duct penetrations through non- rated secondary walls within a rated larger area need not require firesafing and smoke seal until they penetrate the rated walls. D. Firesafing and smoke seal materials are as follows: 1. "Poke-through" fire containment, USG 'THERMA-FIBER", fire test CEG 4-11-78; USG 6-2-76; CEG 8-7-85. 2. USG "THERMAFIBER" rigid-type, various thickness. 3. USG "THERMAFIBER SMOKE SEAL COMPOUND" -- UL No. R11327-L; UL No. R11327-R. 4. Dow Corning fire stop sealant and Dow Coming fire stop foam "A" and "B" UL classified for 1, 2 and 3 hours. 5. All firesafing material must be non-combustible as defined by NFPA standard 220 when tested in accordance with ASTM E136; melt point - 200°F; when in contact with metal, be non-corrosive meeting FS-HH-1-558 B; "k" value of 0.25 or less per ASTM C 518; the material shall be moisture-resistant, mildew, vermin-proof and non-deteriorating. The firesafing insulation shall be fire containment tests per ASTM E119. 3.07 SPLICES A. Make splices for#10 or smaller conductors with UL approved solderless connectors based on 3M Co. "Scotch-lock" Type Y, R, G or B, Buchanan, or T&B "Stakon". Make splices, cable taps, and terminals for #8 or larger conductors with UL approved bolted pressure conductors of bronze or copper construction equal to those manufactured by T&B or Bumdy. 3.08 GENERAL NOTES A. All work shall be done in accordance with the 2002 N.E.C. and local codes. 4r- Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-29 C. The Electrical Subcontractor shall be responsible for proper coordination of all lighting fixture locations. Provide separate support for all fixtures mounted on or recessed in hung ceiling. He shall confer with Ceiling Contractor and Ventilating Contractor and mechanization equipment to coordinate lighting system with other trades. D. Fixtures shall be rigidly mounted to fixture stud in outlet boxes. Malleable iron hickies or extension pieces shall be provided where required. E. Provide and install suitable cover plate or canopy for each fixture outlet box where the fixture does not provide a suitable cover. F. Fixtures located on exterior of building shall be installed with cadmium- plated brass screws and gasketed. G. Pendant type fixtures in the same room shall be installed at a uniform height from the floor and hang plumb. H. Each fixture shall be completely prewired in Code approved manner with #12 AWG copper conductors with an insulation rating approved by Code. 1. Circuit wiring running through the fixtures shall be No. 12 AWG with type THMN insulation. There shall be no joints in the wires other than those absolutely required. The fixture wires shall be of sufficient length for making approved connections at the fixture outlets and at the lamp- holders or ballasts. J. Joints and splices within fixtures to be either secured by wire nuts or indent type lug fasteners. 3.06 FIRESAFING AND SMOKE SEAL A. Firesafing and smoke seal is required where pipes, ducts and conduit leave or enter any vertical pipe/duct shaftway at all floors and through all walls above or below any Class "A" acoustical tile ceiling or any space without any type of finished ceiling. B. Firesafing and smoke seal is required for all pipes, ducts or conduit penetrations through rated walls or partitions and at positions separating smoke zones from each other -- if smoke zones or plenums are employed in the building. Each of the principle trades -- plumbing, - Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-28 D. Conduit connections to motor frames shall have a minimum of 18 inches of greenfield to eliminate vibrations and noise being transferred to other parts of the building, with cable jumper across greenfield and fittings. E. Run conduit to avoid low pockets that might collect water. During installation cap open ends. F. In general, install conduit in the structural floor slab only where slab in of sufficient thickness to conceal crossovers of conduit and turns. G. Maintain conduits in position during the pouring of floor concrete. H. When installing flexible metallic cable above furred ceilings, leave sufficient slack so that ceiling boxes may be loosened and withdrawn sufficiently to permit splicing of wires to service a possible future adjacent outlet. 1. Conduit - Electrical metallic tubing will not be installed below grade in areas subject to severe corrosion conditions, or embedded in concrete. Only rigid steel conduit may be used where exposed to damage, ten feet or less above floors. C; J. Support exposed conduit in a firm and substantial manner by means of adjustable malleable hangers of approved design. K. Permanent electrical power shall be scheduled for availability for use to make tests of equipment prior to the installation completion date. 3.05 LIGHTING FIXTURES A. Installation of all lighting fixtures shall be done by experienced mechanics. Lighting fixtures shall not be installed where finished coat of paint has been applied to ceiling and walls until paint is thoroughly dry. B. Lighting fixtures in equipment rooms shall not be installed until after all piping and ductwork is in place. Lighting fixture layout shown on the drawings is typical layout but may be modified to provide adequate lighting of the equipment space according to final construction conditions. Any relocation of fixtures due to duct or piping interference shall be as directed by the Architect/Engineer, at no expense to the Owner. Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-27 Main switchboard Switchboard ground bus Junction box at which Metal body of junction box non-metallic conduits terminate Secondary voltage to Transformer secondary voltage ground stud transformer 3.03 TESTS A. All wiring and connections shall be tested for continuity, grounds and short circuits before the fixtures, devices and equipment are connected. B. Upon completion of the work, the Contractor shall make any tests necessary to satisfy the Owner and the Architect or his representative that the true intent and meaning of the drawings and specifications has been carried out. Contractor shall provide all instruments and labor necessary to make such tests. Such tests shall include voltage tests at incoming service and at every panel and switchboard. Any work showing faults under test, and any work not in accordance with the specifications, shall be made good by the Contractor at his own expense. C. All tests shall be typed to include page number and number of pages in report. Handwritten reports will be rejected. 3.04 CONDUITS AND FITTINGS A. All conduits shall be installed so as to provide the straightest possible run with not more than the equivalent of three (3) 90-degree bends in a single run. Where more bends are necessary, the Electrical Subcontractor shall provide suitable pull boxes. B. Conduit shall be fished and cleaned and dry before pulling wires and shall be suitably protected against entrance of dirt and moisture during construction. C. Ends of all conduits shall be reamed and all joints made waterproof. Connections to junction boxes shall be double locknut and bushing, using insulated bushings on all conduit 1'/." or larger. Grounding bushing shall be provided at all panel connections. CSissman—10 Strong Ave Project No.2026 Section 16000—Electrical-26 15 - 20 #12 (#10) 25 - 60 #10 (# 8) 70 - 100 # 8 (# 6) 110 - 200 #4 (#4) 225 -400 # 2 (1/0) 500, 600 * 2 x#1 (2 x 2/0) 700, 800 * 2 x 1/0 (2 x 3/0) 1000 * 3 x 2/0 (3 x 4/0) 1200 * 4 x 3/0 (4 x 250) MCM *Adjust quantity (if needed)to match number of conduits in run. **Where phase leg conductor ampacity exceeds over-current device, increase-grounding conductor as if the overcurrent device size matched the phase leg ampacity. M. Grounding electrode conductor and conductors used for bonding on the supply side of the service device shall be sized in accordance with the following table: SIZING OF GROUNDING ELECTRODE CONDUCTORS AND MAIN (AND SUPPLY SIDE OF SERVICE) BONDING JUMPERS SERVICE CONDUCTOR GROUNDING ELEC-TRODE BONDING JUMPER SIZE CABLE BUS CONDUCTOR SIZE -- CU SIZE--CU CU CU #2 100 #8 #8 3/0 max. 200 #4 #4 500 MCM.max. 400 1/0 1/0 2x350. MCM.max 600 2/0 2/0 2x500. MCM max 800 2/0 2/0 4x350 MCM max 1200 3/0 250 MCM 5x400 MCM max 1600 3/0 400 MCM N. Connections of ground wires shall be in accordance with the following: LOCATION GROUND WIRE CONNECTION Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-25 E. Provide grounding bonds for all metallic conduits of the light and power system which terminate in pits below equipment for which a ground bus is specified. Accomplish this by equipping the conduits with bushings of the grounding type connected individually to the ground bus. F. Provide supplementary ground bonding where metallic conduits terminate at metal clad equipment (or at the metal pull box of equipment) for which a ground bus is specified. Accomplish this by equipping the conduits with bushings of the grounding type connected individually by means of jumpers to the ground bus. G. Each grounding type bushing shall have the maximum ground wire accommodation available in standard manufacture for the particular conduit size. Connection to bushing shall be with wire of this maximum size. H. Provide a #6 AWG in 3/4" minimum conduit green insulated copper ground wire connection to cold water pipe or other main building service grounding electrode for the main telephone equipment room. I. The central equipment for the fire protection alarm system shall have its grounding terminal connected to the nearest metallic cold water main by -- means of a #6 green coded insulated conductor, run in 3/4' threaded metallic conduit. Utilize a ground clamp of a type specifically manufactured for the purpose. J. Conductors utilized for grounding and bonding shall have Type "TW" or better insulation, color-coded green. K. Bonding conductors on the load side of the service device and equipment grounding conductors shall be sized in relation to the fuse or trip size of the overcurrent device supplying the circuit in accordance with the following table: L. SIZING OF EQUIPMENT AND RACEWAY GROUNDING CONDUCTORS AND LOAD SIDE OF SERVICE BONDING JUMPERS OVERCURRENT DEVICE GROUNDING CONDUCT OR BONDING JUMPER FUSE OR TRIP SIZE SIZE— CU (AL) (AMPS)" Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-24 G. In areas where finish may be of a different color, the Architect will advise on finish. H. Electrical equipment, such as junction and pull boxes, controls and apparatus, shall be made accessible. I. There shall be no splices in new wire except where circuits are branched. J. Make splices for#10 or smaller conductors with U.L. approved solderless connectors based on MMM Co. "Scotchlock"Type S, M, or L, Buchanan, or T&B "Stakon". Make splices, cable taps and terminals for #8 or larger conductors with U.L. approved bolted pressure conductors of bronze or copper construction equal to those manufactured by T&B or Burndy. K. Do not use aluminum conductors. L. Panelboard designations as indicated on the drawings are for identification purposes only. The owner will direct the exact designations for the legendplates. The electrical sub-contractor shall implement these designations on the as-builts. 3.02 GROUNDING REQUIREMENTS A. Ground all systems and equipment in accordance with best industry practice and the following: B. Establish a ground bonding connection from structural building steel to each cold water main entering the building. Each bonding connection shall consist of green insulated conductors run in threaded steel conduit, and sized as indicated hereinafter for grounding electrode conductors. C. Provide grounding bonds between all metallic conduits of the light and power system that enter and leave cable chambers or other non-metallic cable pulling and splicing boxes. Accomplish this by equipping the conduit with bushings of the grounding type individually cross-connected. D. Bond metallic conduits containing grounding electrode conductors and main bonding conductors to the ground bus service enclosure and/or grounding electrode at both ends of each run utilizing grounding bushings and jumpers. Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-23 CC. Fan only switch shall allow fan to cycle automatically with elements or run continuously for air movement when no heat is required. D. Approved manufacturer: Qmark#MUH-35 or equal. F. PART 3—EXECUTION 3.01 WORKMANSHIP A. This Contractor shall endeavor to layout and perform his work in such a manner as to cause no delay in the construction work by other trades. B. This Contractor shall verify all measurements and shall be responsible for the correctness of it. No allowance will be made for differences between actual measurements and those shown on the plans. C. If, in laying out his work, this Contractor finds that the work of other trades might interfere with him, the Architect/Engineer shall be notified at once. The right is hereby reserved by the Architect/Engineer to make reasonable changes in arrangement of equipment, piping, etc., prior to roughing-in, if interference is found, without additional cost to the Owner. D. All work shall be installed in such a manner as to be readily accessible for maintenance, repair and operation. The Architect/Engineer must approve deviations from the plans without additional cost to the Owner. E. The locations of outlets, apparatus and equipment are approximate only and the runs of feeders, mains and branches are not necessarily to be made exactly as shown on the plans. The exact locations of such work shall be determined after full consideration has been given to work of other trades and without changes in the design of the systems. The entire installation shall conform to the latest issue of the National Electrical Code and local inspection authorities. F. Verify exact circuit breaker, feeder and outlet requirements and locations for all equipment in accordance with design layout. Incorporate any changes necessary in design to accommodate such. Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-22 A. Furnish and install 4' x 4' x 6' deep manhole, 4,500 PSI at 28 days as manufactured by Chase Precast Corp. Catalog#MH446 with cast iron cover by Campbell Foundry. Cover shall incorporate MECO standard identification. 2.19 MECO PRIMARY ELECTRIC SERVICE SYSTEM A. Furnish and install as indicated on the drawings provisions for the installation of an underground primary electric system as a replacement of the overhead primary system. B. The E.C. shall be responsible for the installation of a 6-inch empty conduit system to include pre-cast manholes. C. The E.C. shall coordinate the installation of the empty conduits into MECO's existing electric manhole as shown on the drawings. D. All raceways shall be concrete encased and shall be minimum schedule 40 PVC where routed underground and rigid galvanized shall be used for all sweeps and risers up utility poles. E. Described work shall be coordinated with Tom Smith of MECO @ 413- 528-7013 (Great Barrington Office) 413-582-7446 (Northampton Office) and Pete Normandin @ 413-582-7514. 2.20 ELECTRIC HEAT A. Furnish and install where indicated on the plans, suspended electric unit heater complete with bi-metal thermostat with 40-90 degree F. range. Heater shall contain multi-watt heater selector switch allowing either 3.3 Kw or 5.0 Kw at 240VAC. B. Unit shall be complete with universal mounting bracket allowing either ceiling or wall mounting. Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-21 C A. The panel boards shall be of the dead-front type with door indoor frame in accordance with both NEMA and UL standards for use as service entrance equipment. B. Panel boards shall be for use on 120/208 volts, 3-phase, 4-wire and can be replaced without disturbing adjacent breakers. Breakers shall be rated as shown on Panel Schedules. Panels shall be equipped with ground bus welded to panels and the neutral shall be insulated from the box. C. Cabinet boxes shall be constructed of code gauge steel. Panel boxes shall be of sufficient size to provide minimum of 4" gutter space on all sides and minimum of 20'wide except for column width panels. D. Trim to be constructed of code gauge furniture steel with gray finish, ANSI 49, to be equipped with directory holder. Doors shall have concealed hinges and flush spring lock with pull-ring handle. C . E. Provide GFCI circuit breakers, shunt trip as indicated. F. All panels shall be keyed alike. G. Provide spare breakers as shown on Panel Schedule. H. All panel boards shall be mounted with a minimum mounting height of six feet (6')to bottom of panel board. I. UL wire bending space requirements shall be met. J. Approved equals: Square D NQOD series or Siemens and G.E 2.18 PRE-CAST ELECTRIC MANHOLE C . Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-20 C D. Boxes shall be Quazite # PC1118DG12 2.15 TELEPHONE SYSTEM A. Furnish and install Telephone raceways and backboards, leaving entire installation ready for installation of cables by Verizon and the owners telephone vendor. B. All raceways shall be concealed and of a size as shown on plans. C. Furnish and install nylon pull wire in each raceway to facilitate pulling of cables in the future. D. The entire installation shall be coordinated with the vendor supplier through the owner. 2.16 ELECTRIC SERVICE ENTRANCE A. The new electric service is rated 600A, 120/208V, three-phase, four-wire. The Electrical Contractor will be responsible for providing the following. B. Concrete encased conduits for secondary feeder installation as indicated on the plans. C. Raceways and feeders. D. Modular Metering Center. E. The Utility Company will provide the following: 1. Secondary connections at utility pole. 2. All necessary meters. 2.13 PANELBOARDS Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-19 i L. Upon completion of the installation of the lighting fixtures and lighting equipment, they must be in first-class operating order and in perfect condition as to finish, etc. Check for proper operation and appearance, alignment of fixtures and proper placement of lenses, louvers, lamps and other light controlling or modifying appurtenances. M. Lighting fixtures and lamps shall be as described in the Lighting Fixture Schedule located on Contract Drawing. (Refer to Section 16 of the Specification, paragraph, Reference to Materials by Name.) N. Exact fixture colors shall be selected by Architect from Manufacturer's standard color charts. O. All recessed fixtures shall be compatible with the system specified. The Electrical contractor shall be responsible for providing appropriate trim for either flanged or grid ceilings. P. Approved manufacturers shall be as schedules by type on the drawings and as follows. The Architect/Engineer shall review substitutions, only during the bidding period. Q. Manufacturer listed in fixture schedule for the street lighting fixture shall have their local representative view the site, take all necessary measurements and digital photographs of fixture to be matched. Approved manufacturers for this fixture shall be AAL/Hapco # ALN610H5-LD-PC (fixture) #GE0-8"-BLK-RS-B-F1-REC (pole/base) or pre-approved equal by Hinkley or Antique Street Lamps. 2.14 UNDERGROUND PULL BOXES A. Furnish and install in area prepared by the General Contractor, 11" x 18" underground pull boxes for the installation of underground street lighting system. B. Boxes shall be watertight, tested in accordance with NEMA 4. C Boxes shall contain electric lighting logo, be green finish with stainless steel penta-head bolts and solid base. Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-18 lumens; 24" lamp F017/35K, 1400 lumens. Incandescent lamps shall be equal to Osram/Sylvania Capsylite "A" line or Par Series. Compact fluorescent and double twin tube fluorescent lamp shall be equal to Osram/Sylvania's compact and twin tube fluorescent lamps with a color temperature of 3500K. Circline lamps shall be equal to Osram/Sylvania Rapid Start Designer 3000K Series. 2D lamps shall be equal to GE 4 pin lamps with 2700K color. HID lamps to be as recommended by fixture manufacturer. E. For each fixture with exposed fluorescent lamps, provide Detch Electric No.GL-40 lamp locks for bi-pin lamps and No.Super 1217 lamp locks for single pin or power groove lamps. F. All fixtures shall be installed complete with lamps of stated type. All lamps of each type shall be by the same manufacturer to insure uniformity of color. G. All fixtures to be independently supported from building structure. H. Provide 10% spare lamps for all types specified. r1. Installation of all lighting fixtures shall be done by experienced mechanics. Lighting fixtures shall not be installed where finished coats of paint have been applied to building and walls until paint is thoroughly dry. Electrical Subcontractor shall be responsible for proper coordination of all lighting fixture locations. J. Fixtures shall be rigidly mounted to fixture stud in outlet boxes. Malleable iron hickies, or extension pieces shall be provided where required. Support shall be provided for all fixtures mounted on or recessed in hung ceiling. Provide and install suitable cover plate or canopy for each fixture outlet box where the fixture does not provide a suitable cover. Provide end caps on all industrial fluorescent fixtures. K. Circuit wiring running through the fixture shall be No. 12 AWG with Type AF insulation. There shall be no joints in the wires other than those absolutely required. The fixture wires shall be of sufficient length for making approved connections at the fixture outlets and at the lamp holders or ballasts. Joints and splices within fixtures shall be either soldered and taped with plastic electrician's tape or secured by wire nuts or indent type lug fasteners. Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-17 B. Duplex GFCI receptacle #647-2 rated 20A, 125V with lexan wall plate. Raco/Bell enclosure outdoors)- Raco/Bell -#5051-0. C. Cover plates shall be stainless steel or lexan as selected by Architect. Plates shall be blue for all clean power receptacles for computers. D. Exterior receptacle weatherproof cover shall comply with MEC 410-57(b) and shall be Raco/Bell #5052-0 or Taymac or Intermatic, and shall be clear. E. Device and wall plate colors shall be ivory unless noted otherwise. F. Approved equals: Hubbell, Bryant or Leviton. 2.13 LIGHT FIXTURES A. All luminaries and other lighting equipment shall be delivered to the job complete, wired and including all supporting means such as plaster frames, supports, hangers, canopies, sockets, holders, all current or voltage modifiers, such as ballasts, starters, all light control materials; specifically diffusers, louvers, lenses, reflectors and refractors. All lighting fixtures shall be constructed and installed in accordance with local building codes and directives by the National Board of Fire Underwriters and shall bear the label of approval of the Underwriters' Laboratories, Inc. All materials shall be new and of best grade of approved manufacturing standards. Workmanship shall be of the highest order to assure trouble-free operation and durability of equipment. B. All fluorescent fixtures shall be provided with Class P thermally protected parallel-wired electronic ballasts. Electronic ballast shall be manufactured by Magnetic Triad, Valmont, or EBT and be UL listed and on Utility company rebate list. All electronics ballasts shall be guaranteed for Five (5) years. C. Compact and double twin tube fluorescent ballasts shall be high power factor indoors and shall be 0 degrees ballast outdoors. HID ballasts shall be high power factor type CWA designed to operate in —20 degree F. temperature. Lamps shall be as recommended by fixture manufacturer. D. Fluorescent lamps shall be equal to Osram/Sylvania Octron 800 Series T8 lamps: 36" lamp F025/35K, 2225 lumens, 48" lamp FO32/35K, 3000 Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-16 7. Approved equals in addition to Square D shall be G.E. or - Siemens. 2.09 EMPTY CONDUIT SYSTEMS A. Furnish and install empty conduit systems with pull wires and bushings on all open ends for wiring by others. 2.10 SLEEVES AND INSERTS A. The Electrical contractor shall furnish and install all sleeves and inserts required for his work, prior to the pouring of the concrete. The Architect shall approve any conduits passing through footings or grade beams. B. Should the Electrical contractor neglect to install sleeves and inserts before poured, he shall, at his own expense, cut and patch the building construction as required for the installation of his work. C. Sleeves shall be OZ/Gedney FSK Series seals or approved equal 2.11 SWITCHES (all rated 20 Amp. 120/277 VAC) A. Single pole— Bryant#4701-1 B. Coverplates shall be stainless steel or lexan as selected by Architect. C. Device and wall plate colors by Architect. D. Approved equals: Hubbell, Bryant or Leviton. 2.12 RECEPTACLES A. Duplex receptacle 20A, 125V with lexan Bryant #5362-I, wall plate — Bryant#72101. Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-15 C 120/208 Volts Black- Phase A Red - Phase B Blue - Phase C White - Neutral Green - Ground 2.08 MODULAR METERING CENTER A. Building main disconnect and residential metering center shall be equal in all respects to a Square D "EZM" modular metering system' and shall be arranged as indicated on the contract drawings. Complete assembly shall be listed by UL and shall be rated for short circuit fault currents as determined by MECO. Service entrance voltage characteristics shall be 120/208V. 3-phase, 4 wire. B. Metering Center shall be: 1. Square D#EZM360CB 600 amp 3 phase main breaker. 2. Square D #EZML333200 3 high ringless type sockets, 3 phase 200A. QE lever bypass 3-phase in-3 phase out, for retail spaces and owner. 3. Square D #QO3100VH 100 amp 3 pole circuit breakers for retail and spaces (100A. -3P.) Owner shall have 200 amp 3 pole circuit breaker, Square D#QO3200VH. 5. Square D #EZML313200 3 high ringless type sockets, single- phase 200A. QE lever bypass, 3-phase in-single phase out, for apartment spaces. These meters shall have 5a' terminal (@9:00 position) for single phase metering. Contact MECO metering department @ 413-582-7493 for their requirements. 6. Square D. QO2100VH 100 amp 2 pole circuit breaker for apartment spaces. (100A. -2P.) Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-14 A. Where shown on plans, and where necessary to terminate tap-off or redirect multiple conduit runs, provide appropriately designed junction boxes. Boxes shall be code gauge galvanized steel and shall have full access screw covers secured with corrosion-resistant screws. B. Covers shall be flush or surface-mounted as required. C. Weatherproof junction boxes shall be of the flanged type. D. Box size shall be in accordance with N.E.C. E. Where intermediate supports are necessary because of box dimension, provide removable cross brackets. F. All surface mounted boxes shall be "FS" type with appropriate covers and plates. 2.06 SUPPORTING DEVICES A. Under steel construction, use beam clamps for hangers. Under concrete construction, use inserts or expansion shields. Underwood construction, use lag screws or bolts. B. Hold small conduit in place along walls or columns, where exposed, by one-hole malleable pipe clips and all metal expansion shield. C. Where parallel banks of conduit are installed, support them by means of horizontal angles below the conduit with vertical hanger rods at both ends. D. Backboards for electrical and telephone equipment shall be 3/4" plywood panels painted with 2 coats of gray enamel on all sides. Provide 2" x 4" frame backing for plywood and secure to wall. Plywood shall be AC- INTERIOR-APA grade with exterior glue. 2.07 MARKING FEEDERS A. Permanent tags should be attached to all feeders at intermediate pull boxes to provide identification for future use. B. All feeders shall be identified with colored tape. Colors are as follows: Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-13 E. Lighting circuit conductors in fixture raceways shall be #12 AWG minimum, Type AVA, AVB, AWM, FE or equal as approved. F. Approved solderless fittings shall be used at all joints and terminals. G. Wire and cable to be by General Electric, Okonite, American Insulated Wire Corp., or approved equal. H. All special system wiring shall be of a type and size as indicated by manufacturer for equipment. 2.04 BOXES AND FITTINGS A. Outlet boxes and covers shall be pressed galvanized code gauge unless otherwise noted or required by the N.E.C. Boxes shall be of size and type to accommodate (1) structural conditions, (2) size and number of raceways, conductors and/or cable, and (3) device or fixture. B. Boxes used for supporting fixtures shall include a 3/8"fixture stud. C. Where multiple devices are located at one point, the appropriate gang box shall be used. D. Boxes used for pendant feeds to lighting fixtures shall be equipped with swivel hangers. E. All surface mounted boxes shall be "FS" type with appropriate covers and plates. F. Pull Boxes: In general, and where applicable, specifications for pull boxes shall be same as for junction boxes. Pull boxes shall be installed as indicated on the plans and wherever else as necessary to facilitate conductor installation. Pull boxes shall be installed in runs of more than 100 feet or runs having more than the equivalent of 3 right angle bends. Location of pull boxes shall be agreed with the Engineer and shall be "accessible" as defined in NEC. Boxes shall be supported independently of entering conduits. PVC pull boxes for new underground services shall be as indicated on the plans. 2.05 JUNCTION BOXES Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-12 A.N.S.I. standards unless otherwise indicated on the drawings. Minimum size shall be 3/4' minimum, all home runs shall be 3/4'. Couplings and connector shall be threadless-type specifically designed for the purpose. Exposed raceway shall be run parallel to and at right angles to building features. Raceway shall be continuous from outlet to outlet. Pull or junction boxes shall be furnished and secured as required by building construction. Approved manufacturer, Allied Tube, Integral Corp., Wheatland Tube or equal. B. Rigid non-metallic conduit shall be used underground for power, telephone, CATV, fire alarm, CCTV and data services. Conduit shall be Schedule 40 heavy wall PVC. All joints shall be solvent cemented in accordance with the recommendations of the manufacturer. Bends shall be formed using bending plugs, bending guide and field-bending heater. C. Rigid metal conduit shall be used in areas subject to corrosion and as required by Code and as indicated. Rigid steel conduit and conduit fittings shall be hot dipped galvanized steel with factory-galvanized threads. Approved manufacturer: Allied Tube, Integral Corp., Wheatland or equal. D. Type "MC" cables shall be allowed for branch circuits in metal partition only, they shall not be allowed above suspended ceiling, all homeruns to panel board(s) shall be in conduits only. 2.03 CONDUCTORS A. All wire shall be copper, soft, drawn and annealed, shall be of 98% conductivity, shall be smooth and true and of cylindrical form and shall be within 1% of the actual size called for. All conductors shall be stranded. B. For power and lighting systems, no wire smaller than #12 AWG shall be used. C. All feeder cables shall be type "THWN" and shall be insulated for 600 volts. Where indicated, provide 75°feeders. D. Branch circuit wiring in raceway shall be type THWN, and shall be insulated for 600 volts color-coded over its entire length. Temperature rating of conductors shall match the rating of circuit breaker terminals. Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-11 C. Safety controls operating as specified. D. Motors equipped with proper overload protection and not operating under overload. obtain ammeter readings. E. Submit report in triplicate listing system tested, date, results and description of fault corrections, if any. 1.21 REFERENCE TO MATERIALS BY NAME A. Specific reference in the specification, or on contract drawings, to any article, device, product, material, fixture, form, or type of construction, etc., by name, make or catalog number shall be interpreted as establishing a standard of quality, and shall not be construed as limiting the competition, and the Contractor in such cases, may at his option use any article, device, product, material, fixture, form or type of construction which, in the judgment of the Architect/Engineer, is equal to that named, and further provided approval of any manufacturer's product not specifically mentioned is obtained prior to the close of the interpretation period. The interpretation period is the time allowed for the filed sub-bid. B. Alternate equals to be considered shall be brought to the attention of this Engineer no later than seven (7) days prior to the end of this interpretation period. This will allow sufficient time for an addendum to be issued listing all additional approved equals. No exceptions to this (7) day period will be considered. If no equals are submitted, items as specified shall be provided. PART 2— PRODUCTS 2.01 WIREWAYS A. Wireways shall be made to accommodate conductors as required in accordance with applicable rules of the National Electric Code. To be of code gauge steel and supported as required by Code. 2.02 RACEWAYS A. Electrical Metallic Tubing (EMT) may be run where exposed or where concealed in masonry. EMT shall be electro-galvanized and meet - Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-10 Architect and shall be corrected immediately if found either inaccurate or incomplete. C. Before completion of the project, the record drawing prints shall be submitted to the appropriate engineering consultant, through the Architect, for final inspection and comments. The prints, along with comments and recommendations, will be returned to the appropriate subcontractors who shall then each, at their own expense, prepare a complete set of record "as-built" tracings by obtaining, through arrangement with the Contractor, An AutoCAD prepared drawing(s) on 3 '/2" disk(s), a set of mylar transparency prints of the original tracings, and revising same to incorporate the same information. Quality of drafting shall be equal to that on originals. 1.17 GUARANTEE A. Equipment furnished and installed under this specification shall be guaranteed for a period of one (1) year from the date of final acceptance thereof against defective materials, design and workmanship. 1.18 EQUIPMENT CLEARANCES A. Deliver equipment knocked down if necessary. B. Install equipment with adequate clearances for maintenance and operation both of the equipment and of adjacent equipment. 1.19 PRELIMINARY OPERATION A. Operate electrical systems with required supervision for at least two full days prior to substantial completion. Make necessary adjustment, and check proper operation. 1.20 TESTS PRIOR TO SUBSTANTIAL COMPLETION A. Tests shall be attended by representative of Electrical Subcontractor, equipped with instruments required to demonstrate proper functioning of systems, as specified. demonstrate the following: B. Equipment installed and operating in accordance with manufacturer's specifications and instructions and with these specifications. Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-9 A. The Electrical Subcontractor shall at all times have a foreman on the project authorized to make decisions and receive instructions exactly as if the Electrical Subcontractor himself were present. The foreman or superintendent shall not be removed or replaced without the express approval of the Architect/Engineer after construction work begins. 1.14 TEMPORARY LIGHT& POWER A. See Section 01500 construction facilities and temporary controls for description of temporary light and power. 1.15 OPERATING INSTRUCTIONS A. At the time of final acceptance, the Electrical Subcontractor shall furnish four (4) sets of operating instructions for all equipment for delivery to the Owner. B. The Electrical Subcontractor shall instruct Owner's representative in the operation of all electrical systems. C. The Contractor shall provide a schedule and instructions for preventative maintenance of all items requiring it. 1.16 RECORD DRAWINGS A. The Contractor will furnish to the Subcontractor a complete and separate set of blue line prints of pertinent portions of the Contract Drawings for record. On this set of record drawings on which he shall accurately show the actual installation of all his work and indicating thereon any variations from the basic Contract Drawings. All changes, including those issued by addendum, formal changes, other instructions by the Architect and the Engineer and those due to all other causes shall be recorded. Include, but do not limit to, changes in sizes, grades, locations, and dimensions showing locations of all Switchboards, Panel boards, Primary and Secondary Services, Transformers, Feeders, Pull Boxes, Manholes, Handholds, all other electrical equipment and devices as shown in plans and other pertinent data. B. The marked-up and colored-in prints will be used as a guide for determining the progress of the work installed. They shall be inspected monthly by the appropriate electrical engineering consultant of the Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-8 C 1.11 DRAWINGS AND SPECIFICATIONS A. The Electrical Subcontractor shall refer to the drawings for a full comprehension of the work to be done and for conditions affecting the locations and placements of his equipment and materials. These specifications are intended to compliment the drawings, and any work indicated, mentioned or implied in either is to be considered as specified by both. Should the character of the work herein be insufficiently explained in the specifications or drawings, the Electrical Subcontractor may apply to the Architect/Engineer for further information and shall confirm to such when given, as it may be consistent with the original intent. The Architect/Engineer reserves the right to make any reasonable changes in location prior to installation at no expense to the Owner. All items are diagrammatic and exact locations are subject to the approval of the Architect/Engineer. 1.12 ELECTRICAL SYSTEMS IDENTIFICATION A. Identify electrical equipment and systems unless their function and identity are obvious. B. Legend plates shall be provided on a panel boards, starters and switches, and disconnect switches. Black/white core. Letters shall be 1/4" high and legend shall consist of panel designations as shown on drawings and the voltage. All disconnect switches shall be identified with engraved legend plates; letters and color shall be the same as described for panel boards. These legend plates shall be engraved with equipment-serviced information: Voltage, panel board and circuit number. All legend plates shall be fastened with screws; adhesive will not be permitted. C. Provide on inside cover of all new and existing panel boards affected by this Contract, neatly typed indexes giving the circuit number. Opposite each number, give the area or equipment, which that circuit controls. Number circuits in agreement with circuit numbering shown on drawings so that future reference to circuit control can be obtained easily. D. Panel boards shall have their directories identify their feeder origin. 1.13 OPERATING PROCEDURE CSissman—10 Strong Ave Project No.2026 Section 16000—Electrical-7 responsible for modifications made necessary by substitution of products of other manufacturers. F. Coordinate work with work specified in other sections. Relocate work if required for proper installation and functioning of other systems. G. Install products in accordance with manufacturers' instructions. Notify Architect if contract documents conflict with manufacturers' instructions. Comply with Architect's interpretations. H. Provide brackets, supports, anchors and frames required for installation of work specified in this division. 1. Do not install part of a system until all critical components of the system and related system have been approved. Coordinate parts of system. 1.08 ENVIRONMENTAL CONDITIONS A. Tools, Scaffolding, under 8 ft., Etc: All necessary tools, machinery, scaffolding and transportation for completion of this contract shall be provided by the Electrical Subcontractor. B. Waste Material: the Electrical Subcontractor shall remove all rubbish created by the Electrical Subcontractor. 1.09 PROTECTION A. The Electrical Subcontractor shall, at all times, fully protect his work and materials from injury or loss to others. Any injury or loss, which may occur, shall be made without expense to the Owner. The Electrical Subcontractor shall be responsible for the proper protection of his materials until the Owner accepts the building. 1.10 QUALIFICATIONS A. Materials and workmanship shall be the best of their respective kinds and in full accordance with the most modern construction methods. Electrical materials and equipment of type for which there are Underwriters Laboratories Standards, shall conform to their requirements and be so labeled. �- Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-6 1. Panel boards and Circuit Breakers. 2. Manholes and covers. 3. Modular Metering Center. 4. Wiring devices. 5. Hand hole and cover. 6. Lighting fixtures, ballasts, lamps, sensors, and switches. G. When shop drawings are submitted listing manufacturers to be considered subject to availability, they will only be considered when all mentioned are submitted for approval. Those actually used shall appear in the O & M manuals. H. All work performed and materials furnished shall be in strict compliance with all applicable rules, regulations, laws, ordinances and tests of municipal, state or other public agencies having jurisdiction over such matters. 1.07 INSTALLATION OF THE WORK A. Examine the site and all the drawings before proceeding with the layout and installation of this work. B. Install work as closely as possible to layouts shown on drawings. Modify work as necessary to meet job conditions and to clear other equipment. Consult Architect before making changes, which affect its function or appearance of systems. C. Dimensions, elevations and locations are shown approximately. Verify measures in field. D. Architect reserves the right to order changes in layout of such items as switches, fixtures and outlets if such changes do not substantially affect costs and if affected items have not been fabricated or installed. E. In some cases, drawings are based on products of one manufacturer, as listed on the drawings and specifications. Contractors shall be �- Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-5 A. Submit shop and erection drawings and descriptive and supportive C literature for all work in accordance with the General Conditions. Approval by the Architect/Engineer must be obtained prior to delivery of materials to the site. B. No fabrications, ordering, delivery to the site or other steps shall be taken with respect to those items requiring shop drawings or manufacturer's detail drawings to be submitted or submittals of information for review, all to the Architect, until he returns such to the submitter carrying either the notation "Approved" or "Approved as Corrected" as indicated by the Architect or his Engineer. An "Approved as Corrected" notation means that changes as indicated must be incorporated or the qualifying acceptance will be considered void. C. If a re-submittal of Shop Drawings is required due to substitution by the Contractor of equipment not equal to the specified equipment, the Engineer reserves the right to directly bill the Contractor and receive payment for review of these shop drawings prior to their release at a rate of$75.00 per hour with a two (2) hour minimum. D. Corrections or comments made on the shop drawings during the review C do not relieve the Contractor of his responsibility to comply with the requirements of the drawings and specifications. This review is only to check for general conformance with the design concept of the project and general compliance with the Contract Documents. The Contractor remains responsible for: Confirming and correlating all dimensions and quantities; selecting fabrication processes and techniques of construction; coordinating the work of the trades; and performing the work in a safe and satisfactory manner. E. Shop drawings listing various manufacturers to be considered subject to availability are not acceptable and will be rejected. F. Within thirty (30) days of award of contract this Subcontractor shall submit for the Architect/Engineer's approval, six (6) copies of the manufacturer's shop drawings, detail prints, and data sheets for the following items: Submittals will be required for: CSissman-10 Strong Ave Project No.2026 Section 16000—Electrical-4 1. Excavation, Back filling, concrete encasing, Drilling, Cutting and Patching. 2. Removal of existing overhead utilities, utility poles and utility company owned cables or devices. 3. G.C. shall install AT&T Broadband furnished vault & manhole/handhole and provide all necessary excavation, backfill and concrete encasements. B. Reference to Drawings: Work to be performed is shown on drawings numbered: E-1 & E-2. 1.05 CODES, ORDINANCES AND PERMITS A. Comply with all codes and ordinances applying to this work. Bidders shall inform themselves of Code requirements. In case of conflict between the contract documents and a governing code or ordinance, the higher standard shall govem. B. All permits and fees required shall be obtained and paid for by the Electrical Subcontractor. The owner shall pay for all charges of MECO, Verizon or AT&T Broadband. C. Particular attention is directed to: 1. Latest Massachusetts Electric Code. 2. Local Electric Wiring Ordinance. 3. Requirements of the City of Northampton and the Owner. 4. Requirements of Verizon and AT&T Broadband. D. The entire installation, removal of existing components and downtime associated with such changes shall be strictly coordinated with MECO, Verizon, AT&T Broadband, the City of Northampton and the owner. 1.06 SUBMITTALS Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-3 A. Furnish and install new 208/120V Secondary conduits and conductors, 2081120V, Modular Metering Center and Panel board. B. Furnish and install new street lighting system. C. Furnish and install new manholes with covers. D. Furnish and install new secondary service. E. Furnish and install new raceways and feeders. F. Furnish and install new lighting fixtures. G. Furnish and install new hand hole with cover. H. Furnish and install new telephone conduits and backboards. I. Furnish and install new branch circuit wiring and devices. J. Relocate existing electrical as indicated. / K. Furnish and install new junction boxes and pull boxes. L. Furnish and install new wiring devices. M. Furnish and install temporary light and power. N. Remove and/or disconnect existing electrical rendered obsolete. O. Record documents and submittals, provide as-built drawings to architect. P. Install AT&T Broadband furnished raceways. Q. Furnish and install new electric unit heater. 1.04 RELATED WORK SPECIFIED ELSEWHERE A. The following items of work, associated with the electrical work, will be performed in accordance with other sections of these specifications. CSissman—10 Strong Ave Project No.2026 Section 16000—Electrical-2 r- SECTION 16000 - ELECTRICAL B. PART 1 -GENERAL 1.01 GENERAL PROVISIONS A. The drawings and conditions of the Contract, including General and Supplementary Conditions, and all Division 1 sections, apply to the work of this Section. The listing of Contract drawings and Specifications shall not limit the Contractors responsibility to determine the full extent of his work as required by all Contract drawings and Specifications. 1.02 REFERENCES A. The GENERAL DOCUMENTS, as listed on the Table of Contents, and applicable parts of Division 1, GENERAL REQUIREMENTS, shall be included in and made a part of this Section. B. Examine Drawings and other Specification Sections for requirements that affect work of this Section. C. As used in this Section, "provide" means, "furnish and install'. D. Where an item is referred to in singular number in Contract Documents, provide as many such items as are necessary to complete the work. E. Before starting work, visit the site and examine the conditions under which work must be performed including preparatory work performed under other Sections or Contracts, or by Owner. Report conditions that might adversely affect work in writing through Contractor to Architect. Do not proceed with work until defects have been corrected and conditions are satisfactory. Commencement of work shall be construed as complete acceptance of existing conditions and preparatory work. 1.03 SUMMARY Work included: Provide labor, materials and equipment necessary to complete the work of this section, including, but not limited to the following: C- Sissman—10 Strong Ave Project No.2026 Section 16000—Electrical-1 or correction or replacement until tests thereof have been satisfactorily completed in the presence of the Architect's authorized representative. This contractor must accommodate his testing operations to the progress of the project as a whole. Correct all defects appearing under test and repeat the test until all parts of the work have withstood them successfully. Screwed piping shall be made tight without caulking. When the work is presented for acceptance, all valve stem packing must be new and without leaks, all gauges and thermostats must be in place and reading accurately. This contractor shall furnish all labor, material and services for testing shall make and remove all temporary piping connections required for the tests, and shall dispose of test water and all wastes after tests. leave all work in good order, ready for full use. B. Upon completion of roughing in, all outlets in the soil, waste, piping systems shall be temporarily capped and made tight. The piping shall then be filled with water up to the roof or minimum of ten-foot (10') head and must remain full without additional pumping, for a period of one (1) hour without showing any leakage of water. C. Upon completion of roughing in, all outlets in the water piping systems inside building shall be temporarily capped and made tight. The piping shall then be filled with water, and shall be made tight under a hydrostatic pressure of 125# per square inch gauge maintained for one (1) hour without additional pumping. D. All gas piping shall be tested with air at 100 PSI pressure, for a minimum of 24 hours in compliance with the local gas company requirements. The system shall be checked for leaks. Defective pipe and fittings disclosed in the test shall be repaired and test repeated, until test result is satisfactory. Air test shall be with oil-free dry air. 3.10 TAGS, NAMEPLATES AND CHARTS A. Each valve, control, switch and piece of apparatus installed under this contract shall be properly identified. Valves shall be provided with a 1'/2" diameter polished and lacquered brass tag with black indented stamping '/z" high, fastened with brass chain. B. Beaded chain will not be acceptable. Valve tag identification shall conform to valve chart listing. All other equipment shall be provided with a suitable laminated plastic nameplate fastened with appropriate screws or rivets. Sissman—10 Strong Ave. _ Project No.2026 END OF SECTION -15400 Section 15400—Plumbing- 18 bells and standard length bolts, as per specification ANSI A21.11 and AVWVA C111 or latest revision. B. These glands should also be rated as to working and test pressures with either Underwriter's Laboratory, Factory Mutual, or both. C. The glands may be modified in configuration to permit the greatest holding power for the set screws when installed with no more than 70 ft. lbs. Of torque on the screws. D. The set screws shall be made of"EBALLOY" ductile iron. The screws Shall have a Rockwell hardness of C40-46 converted from Brinnell and shall have sufficient physical shock resistance to perform the task for which they are intended. Threads shall be rolled out, not cut. E. Retainer glands shall be as manufactured by EBAA Iron, Inc., Eastland, TX or approved equal. 3.07 PIPE SUPPORTS A. Furnish and install pipe roll hangars and pipe roll stand for water service and gas service entrance piping located in Basement, for pipe sizes 4" and larger. B. Gas Main Support: 1. Furnish and install for gas piping adjustable pipe roll hanger Grinnell Fig. 177 with cast-iron roller and sockets. Install every 10'- 0". 2. Furnish and Install floor-mounted pipe roll and plate Grinnell Fig. 277 cast-iron roller and plate. Install every 10'-0" minimum. 3.08 GAS CONNECTION A. The contractor shall start his work on outlet side of gas meters and provide future gas lines into basement as indicated on plans. 3.09 BUILDING SYSTEM TESTS AND CLEANING A. All piping shall be flushed clean before tests are applied. No portion of the water, waste, sanitary, gas piping shall be covered, concealed, used Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing- 17 2. Wedge shall be constructed from ductile iron, fully encapsulated in Csynthetic rubber except for guide and wedge nut areas. 3. Wedge rubber shall be molded in place and bonded to the ductile iron portion, and shall not be mechanically attached with screws, rivets, or similar fasteners. 4. Wedge shall seat against seating surfaces arranged symmetrically about the centerline of the operating stem, so that seating is equally effective regardless of direction of pressure unbalance across the wedge. S. Waterway shall be smooth and shall have no depressions or cavities in the seat area where foreign material could lodge and prevent closure and sealing. 6. Valve body and bonnet shall be coated, inside and out, with fusion bonded epoxy. Coating shall conform to AWWA C550, or the latest revision thereof, Standard for Protective Interior Coatings for Valves and Hydrants. 7. Conventional stem packing. 8. Direction of opening: OPEN RIGHT 9. Flanged ends — shall conform in dimensions and drilling to ANSI B16.1 for cast-iron flanges and flanged fittings, Class 125. 10. Prior to shipment of the valves, the manufacturer shall submit to the Northampton Water Department the following: a. The results of all tests for physical, chemical, operational and hydrostatic properties. b. An affidavit of compliance that all valves furnished comply with these specifications. 3.06 DUCTILE IRON MECHANICAL JOINT RETAINER GLANDS A. Mechanical joint retainer glands used shall be cast from 60-45-12 ductile iron and shall have bolt circles, bolt holes, and "M" and "N" dimensions which will permit the glands to be used with standard mechanical joint Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing- 16 A. 4"through 12" double disc gate valves and 4"through 12"tapping valves. C 1. The valves shall be manufactured in full compliance with AWWA Standard C500-61 for "Gate Valves for Ordinary Water Works Service". 2. The valves shall be cast iron body, bronze mounted gate valves of the New York Metropolitan pattern, double disc, parallel seats, non- rising stem. 3. The valves shall have bell ends, flanged ends, bell and flanged ends, mechanical joint ends, or hub and outlet for tapping valves, as ordered. They shall be right hand to open with operating nuts. 4. Trapping valves shall have inlet flange, Class 125 ASA B16.1, and hub end or MJ outlet with large flange for use with a Mueller CLA 2 Drilling Machine. 5. The valves shall be furnished with two "O" ring stem seals and the body bonnet gasket shall be a full gasket and shall be rubber impregnated duck material. The bolts shall pass through the gasket. ` 6. The 4"through 12" size valves shall be vertical. 7. Prior to shipment of the valves, the manufacturer shall submit to the Northampton Water Department the results of all tests in addition to the affidavit of compliance for the valves. 8. Valve Interior Coating shall be fully epoxy coated to cover all interior ferrous surfaces that come in contact with water in conformance with AWWA Standard C550 latest revision. 9. Valves shall be shipped with retainer glands and all necessary hardware shipped in individual gland packs per attached specifications. B. Resilient seated outside screw and yoke valves 1. Resilient-seated outside screw and yoke (RSOS&Y) gate valves shall conform with AWWA Standard C509, or the latest revision thereof. Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing- 15 quality, color, taste or odor imparted to potable water shall be strictly observed. Standard pipe coating outside. D. The pressure rating, metal thickness class, net weight of pipe without lining, length of pipe, date of manufacture and the name of the manufacturer shall be clearly marked on each length of pipe. E. Length: Eighteen feet maximum. F. Pipe to have push-on joints conforming to ANSI/AWWA/C111/A21.11. Rubber gasket joints to be complete with gasket and lubricant. F. Three (3) bronze wedges will be provided for each length of pipe ordered. G. The manufacturer shall notarized certificates of compliance with the specifications listed. However, the City reserves the right to retain an outside inspection labatory to inspect pipe at manufacturers foundry, inspection costs to be paid by the city of Northampton. 3.04 WATER SERVICE-SITE WORK A. The Contractor shall carry the sum of FIFTEEN THOUSAND ($15,000.00) DOLLARS to pay the Northampton Water Department for the water service entrance from Strong Avenue water main and to extend inside building. The allowance shall also include the City charge for the eleven (11) water meters. See drawing P.1, and P.2 plumbing plans, also Utility Plan, for locations of the entrance. The actual bills rendered by the City shall be submitted, if the cost exceeds the allowance sum the difference will be paid to the Contractor as a change order extra. If the cost is less than the allowance a credit change order shall be submitted for the difference between the allowance and the actual cost from the City. The allowance covers only work described in Paragraph A. B. A representative of the Northampton Water Department shall be present during the installation of all on-site piping. C. The Contractor shall notify the Northampton Water Department before shutting off fire water mains prior to relocations. 3.05 VALVES FOR SITE WATER PIPING AND SERVICE ENTRANCES Sissman-10 Strong Ave. Project No.2026 - ' Section 15400-Plumbing- 14 r PART 3 - EXECUTION l 3.01 INSTALLATION A. Install all 4" and larger horizontal soil and waste piping at a slope of 1/8" per foot in direction of flow or as noted. 3" and smaller at 1/" per foot slope. B. Cleanouts must be installed in the soil, rainleader and waste piping: 1. at all upper terminals of all horizontal soil and waste piping; 2. at each change in direction of more than 451; 3. at bottom of each stack. C. Install pipe hangers to support all horizontal above-ground piping. Install riser clamps at each floor level. Anchor hangers and clamps securely to building construction. 3.02 ON-SITE SANITARY AND STORM A. This contractor shall be responsible to furnish and install all on-site sanitary, and storm piping with making full connection into the existing mains in Storm Avenue as indicated on drawings. B. Provide all excavation, backfill as required. 3.03 ON-SITE WATER DISTRIBUTION PIPING A. All new water piping on site shall be ductile iron. B. Ductile iron pipe will be designed and manufactured in accordance with the most current ANSI/AWWA C150/A120.50 and ANSI/AWWA C151/A21.51. Pipe to have rated water working pressure of 350 psi based on AWWA C151 standard laying condition: Type No.2. C. Cement lining: Pipe shall be lined with an approved lining sealed with an approved bituminous seal coat in accordance with ANSI/AWWA C104/A21.4 of latest revision. Provisions of Section 4.14 relating to characteristics of bituminous seal coat as to deleterious effect upon the Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing- 13 Each of the principal trades - plumbing, sprinklers, and electrical - are to provide their own pipe and duct sleeves and to do their own firesafing and smoke seal work. B. Firesafing and smoke seal of pipe penetrations through non-rated secondary walls within a rated larger area need not require firesafing and smoke seal until they penetrate the rated walls. C. Firesafing and smoke seal materials are as follows: 1. "Poke-through" fire containment, USG 'THERMAFIBER", fire test CEG 4-11-78; USG 6-2-76; CEG 8-7-85. 2. USG "THERMAFIBER" Rigid-type, various thickness. 3. USG "THERMAFIBER SMOKE SEAL COMPOUND" - UL No. R11327-L; UL No. R11327-R. 4. Dow Corning fire stop sealant and Dow Corning fire stop foam "A" and "B" classified for 1, 2 and 3 hours. D. All firesafing material must be noncombustible as defined by NFPA Standard 220 when tested in accordance with ASTME136; melt point — 2000°F; when in contact with metal, be non-corrosive meeting FS-HH-1- 558 B; "k" value of 0.25 or less per ASTM C 518; the material shall be moisture-resistant, mildew, vermin-proof and non-deteriorating. The firesafing insulation shall meet fire containment tests per ASTM E119. Sissman—10 Strong Ave. t Project No.2026 Section 15400—Plumbing- 12 A. This Contractor shall furnish and set all sleeves required. Where pipes pass through walls, floors, ceilings, etc. all sleeves shall be steel pipe. Where uncovered pipes pass through ceilings, partitions, walls and floors, heavy-chromium escutcheons shall be provided. 2.07 VALVES AND SHUT-OFFS A. Valves shall be installed where shown on the drawings and shall be the type noted. Valves 3 inches and smaller shall have screwed end. Valves larger than 3 inches shall have flanged ends. Gate, globe and ball valves shall be installed with the stems upright and within 15 degrees of vertical whenever possible. Butterfly valves shall be mounted with the stem in the horizontal wherever possible. B. Gate valves 2Y2 inches and smaller shall be Class 125 SWP, 200 WOG, rising stem, B-62 bronze body, bronze stem, solid wedge, meeting MSS SP80, with handwheel. Hammond IB-640, Stockham B-100, or Nibco T- 111. C. Gate valves 3 inches and larger shall be Class 125 SWP, flanged end, cast iron body, bronze trim, OS&Y valves, meeting MSS SP70. Stem/wedge connections shall be T-head connection. Pinned connections are not acceptable. Hammond IR-1140, Stockham B-623, or Nibco F617-0. D. Ball valves 2 inches and smaller shall be rated 150 SWP, 600 WOG meeting WWV 35C Type II, Class A, Style 3. Valves shall be two piece- threaded body, solid or tunnel drilled, large port, chrome ball. Seats and seals shall be teflon. Stem shall be of blowout-proof design with threaded adjustable packing follower. Packing shall be retained under full working pressure with handle or handle nut removed. Hammond 8501, Apollo Series 70, or Nibco T-585. E. Furnish and install pressure-reducing valve where indicated on plans or where required for equipment as manufactured by Watts Regulator Company, Model U5. 2.08 FIRESAFING AND SMOKE SEAL A. Firesafing and smoke seal is required for all pipes or conduit penetrations through rated walls or partitions and at positions separating smoke zones from each other- if smoke zones or plenums are employed in the building. Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing-11 A. All new horizontal water piping mains and branch runouts shall be l supported with over-sized carbon steel hangers, the hanger shall be installed on the outside of pipe insulation with 18 gauge protection saddle between pipe insulation and hanger: PIPE SIZE ROD SIZE MAX. SPACING HANGERS '/s" - 1'/" 3/8 inch 5 feet Fig. 269-Ring. 1'/z' or larger '/z inch 10 feet Fig.65-Cleves B. All new horizontal cast-iron soil and gas piping shall be supported with carbon steel Clevis Hanger Figure 260 as follows: PIPE SIZE ROD SIZE MAXIMUM SPACING Up to 3 inch '/Z inch 5 feet 4 to 5 inch 5/8 inch 5 feet 6 to 8 inch % inch 5 feet Where 10 feet lengths of cast-iron pipe is installed, support spacing of 10 feet is acceptable. All hangers for cast-iron pipe larger than 4" shall be supported from the top core of the bar joist. C. All vertical piping shall be supported off walls or building structure with suitable clamps and anchor rods. D. Refer to Section 2.05 Pipe Supports for additional information. 2.05 PIPE IDENTIFICATION MARKERS A. Furnish and install pipe identification markers to comply with OSHA Standards including direction of flow arrows, as manufactured by Seton or approved equal. B. Install identification markers on the following systems: 1. Water 2. Gas 2.06 SLEEVES AND ESCUTCHEONS Sissman—10 Strong Ave. ( Project No.2026 Section 15400—Plumbing- 10 PART 2 - PRODUCTS 2.01 SOIL, WASTE, AND RAINLEADER PIPING A. All below-floor piping shall be service weight cast iron pipe and fittings, with lead and oakum or resilient gasket joints. B. All above-floor soil, waste and rainleaders 2" and larger shall be service weight cast iron, joints shall be made up with lead and oakum, or no-hub pipe with stainless steel couplings. 2.02 WATER PIPING (Interior of Building) A. All water piping shall be hard copper. Type "L" seamless drawn tubing of 99.9% copper assembled with sweated fittings. All piping shall be supported in an approved manner and shall be graded to drain back to drainoff cocks,joints make up with 95/5 silver solder. B. All below-floor piping shall be soft-rolled type "K" copper tubing. 2.03 GAS PIPING INSIDE BUILDING & ON SITE A. All as low-pressure p g piping 11" W.C. and lower shall be Schedule 40 black steel pipe with threaded joints and fittings. B. All low-pressure gas piping 3" and larger shall have welded joints, sizes 2%s" and smaller shall have threaded joints. C. Gas shut-off valves for sizes 2" and larger shall be lubricated plug valves with threaded or flanged connections. Rated for 200 PSI W.O.G. with full port area, through valve, as manufactured by Milwaukee Valve Company. D. All gas shut-offs 1%" and smaller shall be bronze ball valves rated for gas service, 400 PSI W.O.G. with full port and lever handle. E. Gas piping shall be color-coded and provided with identification label. F. Provide bronze gas cocks on piping 2" and smaller and steel valves on piping 2Y2" and larger. 2.04 HANGERS AND SUPPORTS Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing-9 E. Install all work in a neat and workmanlike manner using only workmen thoroughly qualified in the trade or duties they are to perform. Rough work will be rejected. F. All material shall be new. No old pipe, or equipment shall be used. 1.20 COOPERATION WITH OTHERS A. This Contractor shall cooperate to the fullest extent with all other trades so as best to expedite the entire project. B. This Contractor shall furnish all information pertaining to his materials as to sizes, locations, and means of support, etc. to all other trades requiring such information. 1.21 GUARANTEE WARRANTY A. The contractor shall and hereby does warrant that all work executed and all equipment furnished under this section shall be free from defects of workmanship and materials for a period of one year from date of final acceptance of this work. The contractor further agrees that he will, at his own expense, repair and replace all such defective work and all other work damaged thereby, which becomes defective during the term of the Guarantee Warranty. 1.22 WELDING A. All welding shall be performed by certified welders. B. Protect all adjoining work with welding operations by erecting protection barriers or use of welding blankets. C. Maintain a fire watch during and after all welding operations. 1.23 COORDINATION DRAWINGS A. Coordination Drawings showing the size and location of pipes, equipment and appurtenances, relative to the work of other trades shall be prepared before materials are purchased or work is begun. Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing-8 C 1.17 WASTE MATERIAL A. All rubbish created by the Contractor shall be removed on a regular basis and shall be taken to an area designated by the Contractor. B. All material shall be properly disposed of in accordance with all prevailing codes, rules and regulations. 1.18 PROTECTION A. This contractor shall, at all times, fully protect his work and materials from injury or loss by others. Any injury or loss, which may occur, shall be made good without additional expense to the Owner. This Contractor shall be responsible for the proper protection of all his materials until the project is accepted by the Owner. B. This Subcontractor shall also protect building and equipment from damage by installation of his work, and shall pay for all damages thereto. 1.19 INSTALLATION OF THE WORK A. Examine the site and all the drawings before proceeding with the layout and installation of this work. B. Arrange the work essentially as shown, except layout to be made on the job to suit actual conditions. Confer and cooperate with other trades on the job so all work will be installed in proper relationship. Precise location of parts to coordinate with other work is the responsibility of the Contractor. C. Indicated equipment connections are based on equipment of a given manufacturer. Contractor assumes responsibility for proper arrangement of pipes, etc. to connect approved equipment in a proper and approved manner. Follow equipment manufacturer's detailed instructions and recommendations in the installation and connection of all equipment. In case of conflict between manufacturer's instructions and the contract documents, notify the Architect/Engineer before proceeding. No equipment installation or connections shall be made in a manner that voids the manufacturer's warranty. Sissman—10 Strong Ave. CProject No.2026 Section 15400—Plumbing-7 A. Work of this Section is shown primarily on the following Drawings: P.1 & P.2. B. Listing of Drawings above does not limit responsibility of determining full extent of work required by Contract Documents. Refer to Architectural, Electrical, and other Drawings and other Sections that indicate types of construction in which work must be installed and work of other trades with which work of this Section must be coordinated. Locations shown Plumbing Drawings shall be checked against general and detailed Drawings of the construction proper. C. Drawings are diagrammatic and indicate general arrangement of systems and work included in Contract. Information and components shown on riser diagrams but not shown on plans, and vice versa, shall apply or be provided as if expressly required on both. It is not intended to specify or to show every offset, fitting, or component; however, Contract Documents require components and materials whether or not indicated or specified as necessary to make Plumbing installation complete and operational. D. Address questions regarding Contract Documents to Architect in writing prior to award of contract. Otherwise, Architect's interpretation of meaning and intent of Contract Documents shall be final. 1.15 RECORD DRAWINGS A. As work progresses, maintain complete and separate set of blackline prints of Contract Drawings at job site at all times. Record work completed and changes from original Contract Drawings, clearly and accurately. Valve tags shall be recorded as they are installed. 1.16 REFERENCE TO MATERIALS BY NAME A. Specific reference in the specifications to any article, device, product, material, form, or type of construction, etc. by name, make, or catalog number shall be interpreted as establishing a standard of quality, and shall not be construed as limiting the competition, and the Contractor in such cases, may at his option use any article, device, product, materials, fixture, form or type of construction which, in the judgment of the Arch itect/Engineer, is equal to that named, and further provided approval of any manufacturer's product not specifically mentioned is obtained prior to the close of the interpretation period. Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing-6 He shall also exercise care and supervision of his employees in regard to the proper and expeditious laying out of his work. 1.11 LAYOUT OF WORK A. The arrangement of all piping indicated on the drawings is diagrammatic only, and indicates the minimum requirements of this work. Conditions at the building shall determine the actual arrangement of runs, bends, offsets, etc. B. This Contractor shall layout all work and be responsible for the accuracy of it. Conditions at the building shall be the determine factor for all measurements. All overhead piping shall be laid out so as to obtain maximum headroom. 1.12 DRAWINGS AND SPECIFICATIONS A. The Contractor shall refer to the drawings for a full comprehension of the work to be done and for conditions affecting the location and placement of his equipment and materials. These drawings are intended to be supplementary to the specifications, and any work indicted, mentioned or implied in either is to be considered as specified by both. Should the r character of the work herein contemplated or any matter pertaining thereto be not sufficiently explained in the specifications or the drawings, the contractor may apply to the Architect/Engineer for further information and shall conform to such when given as it may be consistent with the original intent. The Architect/Engineer reserves the right to make any reasonable changes in location prior to installation at no expense to the Owner. All lines are diagrammatic and exact locations are subject to the approval of the Architect/Engineer. 1.13 PERMITS AND FEES A. The Contractor shall obtain all necessary permits and approval of the work by the local authorities. He shall obtain all other permits, licenses or certificates of approval, arrange for all inspections and pay all fees and charges in connection therewith. 1.14 CONTRACT DOCUMENTS Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing-5 manufacturers' shop drawings, detail prints, and data sheets for the following items: 1. Backflow Preventers. 2. Site water, storm and sanitary piping D. No fabrication, ordering, delivery to the site or other steps shall be taken with respect to those items requiring shop drawings or manufacturers' detail drawings to be submitted or submittals of information for review, all to the Architect, until he returns such to the submittor carrying either the notation "Approved" or "Approved as Corrected" as indicated by the Architect or his Engineer. An "Approved as Corrected" notation means that changes as indicated must be incorporated or the qualifying acceptance will be considered void. 1.07 PRODUCT DELIVERY A. The Contractor shall provide for the delivery of all his materials to the building site when required, so as to carry out his work efficiently and to avoid delaying his work and that of other trades. 1.08 TOOLS, SCAFFOLDING, ETC. A. All necessary tools, machinery, scaffolding, and transportation for completion of this contract shall be provided by the Contractor. 1.09 PROTECTION OF WORK A. All pipes left open during the progress of the work shall be capped or plugged at all times. 1.10 MATERIALS AND CONTRACTOR'S RESPONSIBILITY A. All materials used in the contract shall be new and first class in every respect, without defects, and designed to function properly in that portion of the work for which they are intended. B. This Contractor shall employ only competent and experienced workmen at a regular working schedule in harmony with other tradesmen on the job. Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing-4 CA. All work shall conform to the requirements of all codes and regulations governing such work, as may be required by local and state ordinances. 1. Where the provisions of the Contract Documents conflict with any codes, rules or regulations, the latter shall govern. 2. Where the Contract Documents are in excess of applicable codes, rules or regulations, the Contract Provisions shall govern unless otherwise directed by the Architect. B. Any material or operation specified by reference to the published specifications of a manufacturer of any of the following shall comply with the requirements of the current specifications or standard listed. 1. American Society of Mechanical Engineers (ASME). 2. American Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE). 3. Institute of Boiler Rating (IBR). 4. Air Moving and Conditioning Association (AMCA). 6. American Society for Testing and Materials (ASTM). 6. American Gas Association (AGA). C" 7. National Fire Protection Association (NFPA). 8. National Board of Fire Underwriters (NBFU). 9. Underwriters' Laboratories (UL). 10. United States of America Standards Association (USAS). 11. Occupational Safety and Health Act (OSHA). 1.06 SUBMITTALS A. Submit shop and erection drawings and descriptive and supportive literature for all work in accordance with the General Conditions. Approval by the Architect/Engineer must be obtained prior to delivery of material to the site. B. If a resubmittal of Shop Drawings is required due to substitution by the Contractor of equipment not equal to the specified equipment, the Engineer reserves the right to directly bill the Contractor and receive payment for review of these shop drawings prior to their release at a rate of$75.00 per hour with a two (2) hour minimum. C. Within thirty (30) days of award of contract, the Plumbing Subcontractor shall submit for the Architect/Engineer's approval, six copies of the Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing-3 adversely affect work in writing through Contractor to Architect. Do not proceed with work until defects have been corrected and conditions are satisfactory. Commencement of work shall be construed as complete acceptance of existing conditions and preparatory work. 1.03 SUMMARY OF WORK A. The scope of work without limiting the generality thereof, includes the furnishing and installing of the following items of work and related items incidental thereto, shown on Drawings, and as herein specified: B. The following schedule is part, but not necessarily all inclusive of the items in this section of the contract. 1. Furnish and install new water service for sprinkler/domestic use from existing water main in Strong Avenue. 2. Furnish and install new sanitary and storm drain lines from Strong Avenue to building as indicated on plans. 3. Furnish and install rainleader piping as indicated on plans. t' C. This Contractor shall include as part of his contract, all charges for services and field inspections and service representatives for all special systems and equipment. 1. Backflow Preventer D. Reference to Drawings: Work to be performed is shown on Drawings listed at the end of this section. 1.04 RELATED WORK SPECIFIED ELSEWHERE A. The following work in conjunction with this section of the specifications shall be done under sections of the specifications by the contractor so designated. 1. All cutting, patching, blocking, furring-in or piping preparation. 2. Excavation, backfill and construction of catch basins and manholes. 1.05 CODES, STANDARDS, ORDINANCES Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing-2 1.07 Section 15400,add: _ v "Insulate all horizontal sanitary and rain conductor piping with 1 '/2"thick fiberglass �^ insulation w/PVC jacket,.all fittings with equal thickness." l SECTION 15400 -PLUMBING "Furnish and install roof drains equal to Zurn model#Z-100." PART 1 - GENERAL 1.01 GENERAL PROVISIONS A. The drawings and conditions of the Contract, including General and Supplementary Conditions, and all Division 1 sections, apply to the work of this Section. Work to be done under this Section is shown on the contract drawings listed at the front of the specifications. The listing of Contract drawings and Specifications shall not limit the Sub-Contractors responsibility to determine the full extent of his work as required by all Contract drawings and Specifications. B. List of Drawings: The Work to be done by the Contractor for work of this Section is shown on the following listed Drawings. Site Work Architectural Equipment Plumbing Electrical 1.02 REFERENCES A. The GENERAL DOCUMENTS, as listed on the Table of Contents, and applicable parts of Division 1, GENERAL REQUIREMENTS, shall be included in and made a part of this Section. B. Examine Drawings and other Specification Sections for requirements that affect work of this Section. C. As used in this Section, "provide" means "furnish and install'. D. Where an item is referred to in singular number in Contract Documents, provide as many such items as are necessary to complete the work. E. Before starting work, visit the site and examine the conditions under which work must be performed including preparatory work performed under other Sections or Contracts, or by Owner. Report conditions which might Sissman—10 Strong Ave. Project No.2026 Section 15400—Plumbing- I. PART 3 -EXECUTION 3.01 INSTALLATION A. Inspect surfaces,report unsatisfactory conditions in writing;beginning work means acceptance of substrate. B. Comply with manufacturer's instructions and recommendations for preparation,priming and coating work. Coordinate with work of other sections. C. Remove items which are not to be coated from surfaces which are to be coated. Tag and protect removed items and stored until reinstallation. Reinstall items after completion of coating application. D. Sand lightly between coats if necessary to achieve required finish. E. Allow each coat to dry before following coat is applied unless directed otherwise by paint manufacturer. F. Clean up,touch up and protect work. END OF SECTION I- ,C) ' 1.06 Section 09900,Painting,Item 3.01,Installation,add: Paint.all faces and edges of all doors installed." Sissman-10 Strong Ave. Project No.2026 Section 09900-Painting-3 1.06 STORAGE AND USE OF MATERIALS A. All materials shall be brought to the building and stored in an approved location in manufacturer's original sealed containers bearing the manufacturer's standard label indicating type and color. Materials shall be delivered in sufficient quantities in advance of the time needed in order that work will not be delayed in any way. B. All materials shall be stored in designated spaces in a manner which meets the requirements of applicable codes and fire regulations. Each space shall be provided with a fire extinguisher of carbon dioxide or dry chemical type bearing the label of the National Board of Fire Underwriters and a tag of recent inspection. C. Do not use building sanitary system for mixing or disposal of refuse material. Carry water to mixing rooms and dump waste material in refuse receptacle. D. Remove oily rags and waste each day. 1.07 QUALITY ASSURANCE A. Where manufacturer makes more than one grade of any material specified,use the highest grade of each type,whether or not the material is mentioned by trade name in these Specifications. B. Include on labels of all containers the manufacturer's name,the product name and number,the color and the batch number. C. No claim by the Painting Subcontractor concerning the unsuitability of any material specified or is ability to produce first class work with same will be entertained after the Contract is signed. -� 1.08 GUARANTEES A. Attention is directed to provisions of the General Conditions regarding guarantees and warranties for work under this Contract. B. Manufacturers shall provide their standard guarantees for work under this Section. However such guarantees shall be in addition to and not in lieu of all other liabilities which manufacturers and Contractor may have by law or by other provisions of the Contract Documents. PART 2-PRODUCTS 2.01 MATERIALS A. First-line standard products for all systems by Benjamin-Moore,Pratt&Lambert,PPG or approved equal. B. Interior paint systems: 1. Drywall: Latex primer,Pratt&Lambert Accolade,velvet finish. 2 coats. 2. Ceilings: Pratt&Lambert Accolade Vapex latex. 2 coats. 3. New wood: Prime plus 2 coats. Pratt&Lambert Accolade,. 4. Previously primed surfaces:•2 finish coats. 5. Ferrous metal: Zinc chromate primer where required;2 coats alkyd enamel hi gloss. C. Exterior painting of trim,doors and wood. 1. New woodwork: Alkyd primer, 1 coat;2 coats acrylic latex hi gloss. Sissman-10 Strong Ave. Project No.2026 Section 09900-Painting-2 SECTION 09900-PAINTING PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this action whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 WORK TO BE PERFORMED A. Provide painting and surface preparation for all drywall,CMUs,non masonry and non prefinished exterior wall surfaces. This will consist principally of the residential entrance doors,frames and trim, the bulkhead beneath the storefront glazing and wood trim and/or wood panels above the storefront glazing. B. Provide primer and not less than two(2)finish coats of paint at all surfaces except as otherwise indicated. C. Sand and prepare all surfaces. D. Paint interior of gar 0ge'ut q ty room and stairs to utility roo 1.05 Section 09)00,Painting,Item 1.02,Work to Be Performed,Par.D: Add a comma after the word, \ 1.03 RELATED WORK IN OTHER SECTIONS "garage:' A. Aluminum entrances and storefronts: Section 08410. B. Windows(prefinished): Seciton 08500. 1.04 SUBMITTALS A. Submit the following,in accordance with the requirements of Division 1,and before ordering materials,obtain written approval from the Architect. B. Submit paint and coating materials list giving the manufacturer's name,product name and number for each material 1.05 COLORS A. The Architect will furnish a schedule of colors for each area and surface. All colors shall be mixed in accordance with the manufacturer's instructions. The number of coats required to ensure adequate and complete coverage in the opinion of the Architect shall not necessarily be limited to the number of coats specified in the Painting Schedule contained in this Section. B. Colors of priming coats shall be lighter than those of the finish coat. Sissman-10 Strong Ave. Project No.2026 Section 09900-Painting-1 F. At double-layer construction,offset joints in face layer from base layer joints a minimum of 12". Space screws for each layer a maximum of 16"o.c. G. Apply galvanized metal comer reinforcement at horizontal and vertical exterior corners. H. Apply galvanized metal casings where gypsum board abuts dissimilar materials,and joint is exposed. Leave a uniform 3/16"joint. I. Provide control joints not over 40 ft.o.c.in continuous unbroken interior wall surfaces. Locate joints at corners of door jambs,or other openings where possible. Provide flanged control joint accessory at gypsum board. 3.04 FINISHING GYPSUM BOARD A. Treat gypsum board joints,interior angles,comerboard flanges,edge trim,control joints, penetrations,fastener heads,surface defects,and other surface discontinuities as required to prepare gypsum board for finishing,and per gypsum board manufacturer's recommendations. B. Pre-fill open joints,rounded or beveled edges,and damaged areas,using setting-type joint compound. Apply joint tape over board joints and trim accessories,except for trim accessories having flanges not requiring tape. C. Finish gypsum board assemblies per recommendations of GA-214. D. If not noted otherwise,finish exposed-to-view surfaces to Level 4,including three coats of joint compound. E. Embed tape in joint compound,and apply coats of compound over joints,angles,fastener heads,and accessories. Touch up and sand between coats and after last coat,as required to produce a surface smooth and free of tool marks,ridges,and other visual defects,ready for surface finishing. F. At job completion,clean and sand board as required to provide acceptable base for finishing. Remove loose screws and replace with new screws approximately 1-1/2"from old,patching damaged surface with compound. Fill cracks with compound,finish smooth and flush. Remove residual joint compound from adjacent surfaces. Protect installed surfaces from subsequent construction. G. Repair joint ridging as required. Sand ridges in reinforcing tape without cutting through tape. Fill concave areas on both sides of ridge with topping compound. After fill is dry,blend in topping compound over repaired area. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 09250-Gypsum Drywall and Wall Framing-3 Q! 3. If not noted otherwise,panels shall be regular type. C. Fire-rated board:Type X. Acceptable products include Domtar Gyproc Fireguard,Gold Bond Fire-Shield,G-P Firestop,USG Firecode. 2.02 ACCESSORIES A. Accessories for control joints,edge trim,and corner beads: per ASTM C 1047,manufacturer's recommended galvanized metal,with only thin edge of trim visible after installation of joint compound;USG 200 series(edge trim),USG#093(control joint),USG Dur-a-bead(corner bead),or equal. B. Use screws,nails,adhesives,joint tape,and joint compound as recommended by manufacturer for particular installation. PART 3 EXECUTION 3.01 JOB CONDITIONS A. Store drywall under cover,flat,off floor. Do not store long over short lengths. Avoid overloading floor system. Protect adhesives and sealants from freezing. B. Maintain temperature between 55 degrees F and 70 degrees F for 24 hours before,during,and 24 hours after gypsum board installation. C. Provide ventilation during and following adhesive and joint treatment applications,and to carry off excess moisture. Use temporary air circulators in enclosed areas lacking natural ventilation. Under slow drying conditions,allow additional drying time between coats of joint treatment. Protect installed materials from drafts during hot,dry weather. 3.02 GYPSUM BOARD INSTALLATION A. If not noted otherwise on drawings,carry gypsum board full height both sides of stud wall framing to bottom of deck above. Notch gypsum board carefully around ceiling structural members,pipes, ductwork,etc.,and fill all gaps with mineral-fiber insulation or pre-molded fillers. B. Cut gypsum board by scoring and breaking,or by sawing,working from face side. Neatly cut and seal cut-outs for piping,etc. Scribe neatly where board meets projecting surfaces. Edges and ends of board to receive casings shall be straight and true to receive full bearing for casings. C. Install boards horizontally(perpendicular to studs)or vertically(parallel to studs)as directed by Architect. Position all edges over studs for parallel installation,ends over studs for perpendicular installation. D. Locate joints at openings so that no end joint aligns with edge of opening. Stagger end joints. Do not locate joints on opposite sides of partitions on same stud. E. Center abutting ends or edges over studs or fiuring channels.Attach screws at least 3/8"from panel edge,8"o.c.at fire-rated assemblies and 8"o.c.staggered at drywall board edges, 12"o.c.in center area of board. Sissman-10 Strong Ave. Project No.2026 Section 09250-Gypsum Drywall and Wall Framing-2 SECTION 09250-GYPSUM DRYWALL AND WALL FRAMING PART GENERAL 1.01 GENERAL PROVISIONS: A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION A. In addition to work shown on drawings and specified elsewhere in this Section,provide openings for drywall access panels specified in Divisions 15& 16. 1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Rough Carpentry: Section 06100. B. Painting: Section 09900. 1.04 SUBMITTALS: A. Issue submittals in accordance with General Conditions and Division 1. Submittals under this Section shall include manufacturers'specifications and installation instructions on all specified products. 1.05 QUALITY ASSURANCE A Refer to General Conditions and Division 1 for general provisions covering material delivery,storage, and installation,and product substitutions. B Materials and installation shall comply with manufacturer's recommendations and applicable standards,including following: ASTM C 754,Installation of Steel Framing Members to Receive Screw-Attached Gypsum Wallboard,Backing Board,or Water Resistant Backing Board. PART 2 PRODUCTS 2.01 GYPSUM BOARD A. Acceptable manufacturers: Domtar,Georgia-Pacific,National Gypsum/Gold Bond,Temple-Inland, USG. B. Gypsum board panels: 1. Panels shall consist of a fireproof gypsum core encased in a heavy manila-finished paper on face side,and a strong liner paper on back side,with face paper folded around long edges to protect core. 2. Panels shall conform to ASTM C 36,4 ft.wide,lengths to minimize field joints,5/8"thick with long edges tapered on face side to form a shallow channel for joint reinforcement. Sissman-10 Strong Ave. Project No.2026 Section 09250-Gypsum Drywall and Wall Framing-1 Hardware Set#: 4 DOOR 20 ZJ ID Qty UOM Description Part Number Finish HI-1 3 EA BUTTS . C1311 79 4 1/2 X 4 1/2 US10B LO-2 1 EA LOCKSET S51 PD FLAIR X MK X 4 KEYS US10B CL-1 1 EA CLOSER 1431 EB KP-1 1 EA KICKPLATE 8 X 2"LTDW 10B ST-1 1 EA DOORMALL STOP 10B SI-1 3 EA DOOR SILENCERS 3446 Hdw ID Description STOCK SI-1 EA DOOR SILENCERS 3446 DORMA CL-1 EA CLOSER 1431 EB PEMKO GA-1 SET WEATHERSTRIP 305DR GA-2 EA SWEP 315DN TH-1 EA THRESHOLD 2005BV BZ ROCKWOOD KP-1 EA'KICKPLATE 8 X 2"LTDW 108 ST-1 EA DOORIWALL STOP 10B SCHLAGE LOCK COMPANY LO-1 EA LOCKSET S251 PD FLAIR X MK X 4 KEYS US10B LO-2 EA LOCKSET S51 PD FLAIR X MK X 4 KEYS US10B STANLEY WORKS. HI-1 EA BUTTS C6179 41/2 X 4 1/2 US10B VON DUPRIN INC. EL-1 EA ELECTRIC STRIKE 6211 10B END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 08710-Builder's Hardware-7 3.05 SCHEDULED HARDWARE A. The hardware sets scheduled on the Drawings indicate and generally describe the items of hardware required for each opening. These are not to be intended to be"detailed"hardware sets. It is the Contractor's responsibility to accurately furnish and install the proper sizes,quantities,weights and functions as required by these Specifications. 3.06 HARDWARE SETS Hardware Set#: 1 DOORS 1.1,13,15,17, &19 ID Qtv UOM Description Part Number Finish HI-1 3 EA BUTTS CB179 4 112 X 4 1/2 : US108 LO-1 1 EA LOCKSET S251 PD FLAIR X MK X 4 KEYS US10B EL-1 1 EA ELECTRIC STRIKE 6211 10B ST-1 1 EA DOORNVALL STOP 10B TH-1 1 EA THRESHOLD 2005BV BZ GA-1 1 SET WEATHERSTRIP 305DR GA-2 1 EA SWEP 315DN Hardware Set#: 2 DOORS 23,24,25,26,27 &28 ID Qty UOM Description Part Number Finish HI-1 3 EA BUTTS CB179 4 1/2 X 4 1/2 US106 LO-1 1 EA LOCKSET S251PD FLAIR X MK X 4 KEYS US1013 ST-1 1 EA DOOR/WALL STOP 10B TH-1 1 EA THRESHOLD 2005BV BZ GA-1 1 SET WEATHERSTRIP 305DR GA-2 1 EA SWEP 315DN Hardware Set#: 3 DOORS 21 &22 ID Qty UOM Description Part Number Finish HI-1 3 EA BUTTS CB179 4 1/2 X 4 112 US10B LO-1 1 EA LOCKSET S251 PD FLAIR X MK X 4 KEYS US10B ST-1 1 EA DOOR/WALL STOP 106 Sissman-10 Strong Ave. Project No.2026 Section 08710-Builder's Hardware-6 3.02 ADJUSTING AND CLEANING � 1 A. Adjust and check each item of hardware to ensure proper operation and function in every door opening. B. Replace any items or units which cannot be adjusted to operate freely and smoothly,as intended for the application made. 3.03 ADJUSTING AND CLEANING OF HARDWARE AND DOOR OPERATORS A. Adjust and check each item of hardware and each door to ensure proper operation and function of every unit. B. Replace any items or units which cannot be adjusted to operate freely and smoothly,as intended for the application made. C. Where door hardware is installed more than one month prior to acceptance or occupancy of a space or area,return to the installation during the week prior to acceptance or occupancy and make final check and adjustment of all hardware items in such space or area. Clean operating items as necessary to restore proper function and finish of hardare and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. D. Clean adjacent surfaces soiled by hardware installation. E. Instruct Owner's personnel in the proper adjustment and maintenance of door hadware and hardware fmishes. PF. Six-month adjustment. Approximately six months after the date of Substantial Completion,the installer,accompanied by representatives of the manufacturers of latch sets and lock sets and of door control devices,and of other major hardware suppliers,shall return to the project to perform the following work: 1. Examine and re-adjust each item of door hardware as necessary to restore function of doors and hardware to comply with specified requirements. 2. Consult with and instruct Owner's personnel in recommended additions to the maintenance procedures. 3. Replace hardware items that have deteriorated or failed due to faulty design,materials,or installation of hardware units. 4. Prepare a written report of current and predictable problems(of substantial nature)in the performance of the hardware. 3.04 WARRANTY A. Warranty on all hardware and power operators,controls and labor provided by hardware and automatic door equipment installer against defects in material and workmanship at no cost to Owner, for a period of 1 year from date of substantial completion. Provide warranty to Owner after completion of installation. SIssman-10 Strong Ave. Project No.2026 Section 08710-Builder's Hardware-5 G. Provide non-ferrous metal fasteners for hardware to be installed in exterior openings or interior t openings subject to corrosive conditions. Fasteners shall be selected to prevent galvanic action and electrochemical corrosion of contact metals. 2.03 QUALITY AND WORKMANSHIP A. Fire rated openings shall be provided with hardware tested and listed by Underwriters Laboratories or Warnock Hersey for the types and sizes of doors scheduled. 1. Hardware to be installed on labeled fire doors shall bear the appropriate UL or WH Label or Listing Mark. 2. The Contractor shall provide labeled fire doors and frames that will accept specified hardware, subject to specific UL or WH label procedures of specified acceptable door/frame manufacturers. B. Hardware furnished shall be produced from the basic metals and forming methods indicated,and shall be free of manufacturing imperfections and finish blemishes. C. Use manufacturer's standard metal alloy,composition,temper and hardness,but in no case of lesser (commercially recognized)quality than required by referenced ANSI A156 Series Standards. D. Do not furnish"optional"materials or forming methods for those indicated,except as otherwise specified. E. Finish Hardware specified herein and scheduled in Part 3 of this Section,represents the minimum standard of quality that will be accepted. 2.04 ACCEPTABLE MANUFACTURERS A. Specified and acceptable alternate manufacturers are named in this Section for each classification of hardware. PART 3-EXECUTION 3.01 INSTALLATION A. Hardware shall generally be located in accordance with publication entitled'Recommended Locations for Builders Hardware for Custom Steel Doors and Frames"published by Door and Hardware Institute. Locations may be modified,as approved by the Architect,to suit special conditions and manufacturer's limitations. B. Set units level,plumb,and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. C. Drill and countersink units which are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. D. Set threshholds for exteior doors in full bed of butyl-rubber or poly-sobutylene mastic sealant complying with requiurements. E. Weatherstripping and seals. Comply with manufacturer's instructions and recommendations to the extent installation requirements are not otherwise indicated. Sissman-10 Strong Ave. Project No.2026 Section 08710-Builder's Hardware-4 F. Construction cores,construction control keys and construction master keys shall be delivered to Contractor with other hardware. G. Permanent cylinder cores,controls keys and master and change(day)keys shall be shipped direct from factory,by registered mail or insured parcel post,to the Owner by the designated representative. Do not ship or deliver permanent cylinder cores or keys to Contractor. PART 2-PRODUCTS 2.01 GENERAL A. Names of manufacturers scheduled in this Section are provided to establish the level of quality, design,grade,and function required. B. Manufacturer's name or trade name shall not be displayed in a visible location with the door closed, except in conjunction with required UL or WH Labels or listings,or as otherwise acceptable to the Architect. 1. Manufacturer's identification will be permitted on lockset armor plate,exit device end cap and face of lock cylinders. C. All mortised hardware shall be made to factory produced templates. Promptly furnish template information to each fabricator of doors,frames and other work to be factory prepared for hardware. r 2.02 FASTENERS A. Provide hardware manufactured to conform to published templates,generally prepared for machine screw installation in metal work and wood screw in wood work. B. Do not provide hardware for installation with self tapping sheet metal screws,except protection plates or other hardware specifically approved by the Architect. C. Furnish Phillips flathead screws for installation with each hardware item except as otherwise indicated or approved. 1. Machine screws shall have undercut head and full thread. 2. Wood screws shall have full threads to the head. 3. Hardware items affixed to concrete,masonry or stone,shall have machine screws and threaded expansion shields. D. Finish exposed(exposed under any condition)screws to match hardware finish or,if exposed in surfaces of other Work,to match finish of such other Work as closely as possible including"prepared for paint"in surfaces to receive painted finish. E. Provide concealed fasteners for hardware units which are exposed when door is closed,except to extent no standard units of the type specified are available with concealed fasteners. R Do not use through bolts for installation where bolt head or nut on opposite face is exposed,except where it is not feasible to adequately reinforce the work. In such cases,provide sleeve type sex nut and Phillips Head machine bolt fasteners.Use through bolts at mineral core doors if provided. Sissman-10 Strong Ave. Project No.2026 Section 08710-Builder's Hardware-3 1.04 QUALITY ASSURANCE A. Supplier qualifications: A recognized architectural door hardware supplier,with warehousing facilities in the project's vicinity,that has a record of successful in-service performance for supplying door hardware similar in quantity,type and quality to that indicated for this project and that employs an experienced architectural hardware consultant(AC)who is available to Owner,Architect and contractor,at reasonable times during the course of the Work,for consultation. 1. Require supplier to meet with Owner to finalize keying requirements and to obtain final instructions in writing. B. Fire rated openings: Provide door hardware for fire-rated openings that complies with NFPA Standard No.80 and requirements of authorities having jurisdiction. Provide only items of door hardware that are listed and are identical to products tested by UL,Warnock,Hersey,F,or other testing and inspecting organization acceptable to authorities having jurisdiction for use on types and sizes of doors indicated in compliance with requirements of fire-rated door and door frame labels. 1.05 MARKING AND PACKAGING A. Hardware items shall be individually packaged,or packaged by complete hardware set for an opening,complete in every instance,with necessary fasteners,parts,instructions,installation templates and special tools required. B. Each item shall be wrapped in paper or other protective covering used by the manufacturer,and boxed in the manufacturers original carton or an equivalent substitute. C. Small identical items,such as door stops,may be group boxed,provided each item is bagged or carded individually with its own fasteners and instructions. D. Every carton and each item within the carton,shall be legibly marked or labeled to conveniently identify their intended location of installation,by both door number and hardware set number,cross- referenced to the approved hardware schedule. E. Shipping cartons containing more than one(1)item of hardware shall be clearly marked with both identification references and quantities. 1.06 DELIVERY,STORAGE AND HANDLING A. The Contractor shall provide an adequate locked storage space,with shelving,for hardware items stored at the job site prior to installation. The Contractor shall replace lost or damaged hardware at his own expense. B. The General Contractor shall be responsible for the care,proper handling,installation,and protection of hardware items after installation. C. Hardware shall be installed and protected in accordance with the manufacturers instructions and this Section. D. Avoid installing hardware until other work that could potentially damage the hardware is complete. E. Hardware that has been installed prior to finishing or painting of the substrate,shall be removed prior Cto the substrate finishing,and then re-installed and adjusted after completion of the finishing. Sissman-10 Strong Ave. Project No.2026 Section 08710-Builder's Hardware-2 SECTION 08710-BUILDER'S HARDWARE PART l -GENERAL 1.01 GENERAL REQUIREMENTS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 WORK TO BE PERFORMED A. Builder's hardware shall be for the 14 doors to be installed by the carpenter in Division 6. 1.03 SUBMITTALS A. Submit Shop Drawings and Schedules for Architect's approval in accordance with requirements of Division 1. B. Final hardware schedule coordinated with doors,frames,and related work to ensure proper size, thickness,hand,function,and finish of door hardware. 1. Final hardware schedule content: Based on hardware indicated,organize schedule into hardware sets indicating complete designations of every item required for each door or opening. Included the following information: a. Type,style,function,size and finish of each hardware item. b. Name and manufacturer of each item. c. Fastenings and other pertinent information. d. Location of each hardware set cross referenced to indications on Drawings both on floor plans and in door and frame schedule. e. Explanation of all abbreviations,symbols and codes contained in schedule. f. Mounting locations for hardware. g. Door and frame sizes and materials. 2. Submittal sequence: Submit final schedule at earliest possible date particularly where acceptance of hardware schedule must precede fabrication of other work that is critical in the project construction schedule. Include with schedule the product data,samples,shop drawings of other work affected by door hardware,and other information essential to the coordinated review of schedule. C. Templates for doors,frames and other work specified to be factory prepared for the installation of door hardware. Check shop drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. C Sissman-10 Strong Ave. Project No.2026 Section 08710-Builder's Hardware-1 4. Installation method: Factory applied with acrylic foam tape. C 5. Aluminum space bars(between glass panes). I. Glass and glazing: 1. Glazing method: Insulated. 2. Glazing seal: Silicon glazed. 3. Glazing type: Clear. J. Accessories: 1. Installation brackets: 6-3/8". 2. Aluminum extrusions: Brick mould casing. END OF SECTION r Sissman-10 Strong Ave. Project No.2026 Section 08610-Wood Windows-5 PART 2-PRODUCTS 2.01 MARVIN CLAD ULTIMATE DOUBLE HUNG WINDOWS AND CASEMENTS A. Frame: 1. Interior: Pine wood interior. 2. Exterior: Extruded aluminum.050"thick. 3. Frame thickness: 11/16"thick at the head, 1-3/32"thick composite jambs,and 1-7/16"thick at the sill. 4. Frame width: 4-9/16". B. Sash: 1. Pine wood interior and exterior. 2. Composite sash thickness: 1-9/16". 3. Operating sash are removable for cleaning. C. Interior and exterior finish: 1. Exterior finish: Two coat finish system using Hynar or Hylar resins,meets or exceeds AAMA 2604 requirements. Color: Evergreen. 2. Interior finish: Treated bare wood or white primed. D. Operating hardware: 1. Sash lock and keeper: Surface mounted,open style crescent cam lock,bronze finish. 2. Sash tilt lever: Bronze lever for sash removal,solid brass. 3. Balance system: Block and tackle balance system. 4. Hardware and fasteners are corrosion resistant. E. Weatherstripping: 1. Operating units: Continuous leaf weather strip at head jamb;dual bulb at check rail,weather strip and bottom rail. Color: Beige. F. Jamb extensions: 1. Pine wood interior extensions available for various wall thickness factory applied,finish to match interior. 2.06 Section 08610,Wood Windows, Item 2.01,F, add: G. Insect screens: "Jamb extensions shall be wide enough to extend the wood jambs to 1/2"proud �wallds." 1. Aluminum screen: Full screen standard,bronze finished frame surround. Color: Evergreen. 2. Screen mesh: 18 x 16 charcoal fiberglass,optional screen mesh: charcoal aluminum wire,black aluminum wire,bright aluminum wire,bright bronze wire. H. Interior/exterior simulated divided lite(SDL): 1. Interior bar: Pine wood 7/8"or 1-1/8"wide bars,finish to match interior. 2. Exterior bar: Pine wood 7/8"or 1-1/8"wide bars,finish to match interior. o3. Pattern: Rectangular. Sissman-10 Strong Ave. Project No.2026 Section 08610-Wood Windows-4 E. Condensation resistance test: With window sash closed and locked,test units in accordance with CAAMA a502.7-81. Condensation resistance factor shall not be less than.52. F. Thermal transmittance test: With window sash closed and locked,test units in accordance with AAMA 1503.1. U-value shall not be more than 63 BTU/hr./degree F/SF. 1.08 TESTING AND PERFORMANCE REFERENCES A. American Society for Testing and Materials(ASTME): 1. ASTME 283: Standard Test Method for Rate of Air Leakage Through Exterior Windows,Curtain Walls and Doors. 2. ASTME 330: Standard Test Method for Structural Performance of Exterior Windows,Curtain Walls and Doors by Uniform Static Air Pressure Differences. 3. ASTME 331: Standard Test Method for Water Penetration of Exterior Windows,Curtain Walls and Doors by Uniform Static Air Pressure Differences. B. American National Standards Institute/National Wood Window and Door Association(ANSI/NWWDA): 1. ANSI/NWWDA I.S.2 Industry Standard for Wood Windows. 2. ANSI/NWWDA I.S.4 Industry Standard for Water Repellent Preservative. C. Federal Specifications(FS): 1. FS DD-G-451-D: Glass,Float or Plate,Sheet,Figured(Flat for Glazing,Mirrors and Other Uses). D. System Description: 1. Window units shall be designed to comply with ANSI/NWWDA Grade 40 Light Commercial. 2. Air leakage shall not exceed 0.25 cfm per foot of crack when tested at 1.57 psf according to ASTME 283. 3. Not water penetration when tested at 4.43 psf according to ASTME 331. a) Pella: No water penetration,when tested in accordance with ASTME 547,under static pressure of psf(50mph),after 3 cycles of 5 minutes each,with water being applied at a rate of 5 gallons per hour per square foot. 4. Assembly shall withstand positive and negative wind load of 40 psf without damage to unit when tested according to ASTME 330. 5. All glass shall be select quality according to FS DD-G-451D. Sissman-10 Strong Ave. Project No.2026 Section 08610-Wood Windows-3 items meet or exceed all performance requirements specified herein. Test results shall include the name and location of the testing agency;the date(s)on which the tests were performed;specific descriptions of the window units used in the tests;the various types of tests performed,and the criteria for such tests,such as ASTM,AAMA,and other industry standards;and all other information as necessary to verify compliance with the specified requirements. E. Do not commence fabrication until written approval of all submittals have been received from the Architect. 1.05 GUARANTEES A. Attention is directed to provisions of the General Conditions regarding guarantees and warranties for work under this contract. B. Provide window manufacturer's written and signed guarantee covering defects in manufacturing, workmanship and materials for a period of not more than ten(10)years from the date of Substantial Completion of the work. The warranty shall state that all parts used in the manufacture of windows for this project will be available or that their suitable replacements will be available during a ten-year period. The warranty shall further state the manufacturer will provide all labor required at the job site to repair and/or replace defective work. C. Provide finish coating manufacturer's written guarantee against color fading and checking for not less than five(5)years plus guarantee against cracking and peeling for not less than ten(10)years,all commencing on the date of Substantial Completion of the work. Provide quote alternate for additional ten(10)year warranty on paint finishes. 1.06 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service fro five years. Use experienced installers. Deliver, handle and store materials in accordance with manufacturer's instructions. B. All work shall meet wind loading and deflection requirement of BOCA-National Building Code by Building Officials and Code Administrators International,Inc. 1.07 TESTING AND PERFORMANCE REQUIREMENTS A. Windows shall conform to all ANSI/AAMA 101.88 DH-HC65 requirements. B. Air infiltration test: With window sash closed and locked,test units in accordance with ASTME 283- 84 at static air pressure difference of 1.57 PFS. Air infiltration shall not exceed.15 CFM per foot of perimeter crack length. C. Water resistance test: With window sash closed and locked,test units in accordance with ASTMS 547-86 at static air pressure difference of 8.0 PFS. There shall be no uncontrolled water leakage. D. Uniform load structural test: With window sash closed and locked,test units in accordance with ASTME 330-84 at static air pressure difference of 90 PFS positive pressure and 90 PSF negative pressure. There shall be no glass breakage,no permanent damage to fasteners,hardware parts, support arms or actuating mechanisms,nor any other damage which could cause window to be inoperable. Sissman-10 Strong Ave. Project No.2026 Section 08610-Wood Windows-2 r SECTION 08610-WOOD WINDOWS ( PART 1 -GENERAL 1.01 GENERAL PROVISIONS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 WORK TO BE PERFORMED A. Furnish all materials and transportation required for complete installation of new double hung and casement windows. B. Window shapes and accessories as specified shall establish the type of units and materials. C. All windows shall be exterior paint maintenance free. D. The shallow arch windows as shown shall have horizontal heads and solid infill. The exterior of this infill must be metal not requiring paint. r' E. The brick mold must be same color as the windows and be paint and maintenance free. 1.03 RELATED WORK IN OTHER SECTIONS A. Masonry: Section 04500. B. Finish carpentry: Section 06200. C. Sealants: Seciton 07900. 1.03 SUBMITTALS A. Submit shop drawings for architect's approval in accordance with the requirements of Division 1. B. Shop drawings: Submit a complete schedule of windows to be furnished with actual dimensions of openings;large scale details of windows,sills,mullions,closures,frames and all other components; glazing bead detail coordinated to receive specified glass thicknesses;and complete erection details, indicating all surrounding conditions and items to which the work of this Section will be attached, with all dimensions. Shop drawings shall be prepared from drawings and from a field survey and measurements. The installer is responsible for verification of all field conditions and dimensions. C. Literature: Submit manufacturer's product data sheets for windows,sealants,insulating glass units and other manufactured materials in conjunction with the windows,including specifications, performance data,installation requirements and maintenance procedures. D. Tests: Submit copies of completed certified test reports on the windows performed by an independent, qualified and nationally-known testing laboratory,verifying that the proposed windows and related Sissman-10 Strong Ave. Project No.2026 Section 08610-Wood Windows-1 3.03 CLEANING AND PROTECTION A. Cleaning: Remove temporary coverings and protection of adjacent work areas. Repair or replace damaged installed products. Clean installed products in accordance with manufacturer's instructions prior to owner's acceptance. Remove construction debris from project site and legally dispose of debris. B. Protection: Protect installed product's finish surfaces from damage during construction. Protect aluminum entrances from damage from grinding and polishing compounds,plaster,lime,acid,cement or other harmful contaminants. Remove and replace damaged aluminum entrances at no extra cost. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 08410—Aluminum Entrances-5 ( 3. Prepare components with internal reinforcement for door hardware. 4. Arrange fasteners and attachments to conceal from view. 2.06 FINISHES A. Factory finishing: Fluropon(70%PVDF),AAMA 605.2,Fluoropolymer Coating. Color Hartford Green. 2.07 SOURCE QUALITY CONTROL A. Source quality: Provide aluminum entrances specified herein from a single source. 1. Building enclosure system: When aluminum entrances are part of a building enclosure system, including storefront framing,windows,curtain wall system and related products,provide building enclosure system products from a single source manufacturer. B. Fabrication tolerances: Fabricate aluminum entrances in accordance with entrance manufacturer's prescribed tolerances. PART 3 -EXECUTION 3.01 EXAMINATION A. Site verification of conditions: Verify substrate conditions(which have been previously installed under other sections)are acceptable for product installation in accordance with manufacturer's instructions. Verify openings are sized to receive entrance system and sill is level in accordance with manufacturer's acceptable tolerances. 1. Field measurements: Verify actual measurements/openings by field measurements before fabrication;show recorded measurements on shop drawings. Coordinate field measurements, fabrication schedule with construction progress to avoid construction delays. 3.02 INSTALLATION A. General: Install entrance system in accordance with manufacturer's instructions and AAMA storefront and entrance guide specifications manual. 1. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities. 2. Provide alignment attachments and shims to permanently fasten system to building structure. 3. Align assembly plumb and level,free of warp and twist. Maintain assembly dimensional tolerances aligning with adjacent work. 4. Set thresholds in bed of mastic and secure. 5. Adjust operating hardware for smooth operation. B. Related products installation requirements: 1. Sealants: Section 07900. Sissman-10 Strong Ave. Project No.2026 Section 08410—Aluminum Entrances-4 4. Tolerances: Reference to tolerances for wall thickness and other cross-sectional dimensions of entrance members are nominal and in compliance with Aluminum Standards and Data by The Aluminum Association. B. Glazing gaskets shall be either EPDM elastomeric extrusions or a thermoplastic elastomer. C. Provide adjustable glass jacks to help center the glass in the door opening. 2.03 ACCESSORIES A. Fasteners: Where exposed,shall be aluminum,stainless steel or plated steel. B. Perimeter anchors: aluminum. When steel anchors are used,provide insulation between steel material and aluminum material to prevent galvanic action. C. Standard entrance hardware: 1. Weatherstripping: a. The door weathering on a single acting offset pivot or butt hung door and frame(single or pairs)shall be Kawneer Sealair weathering. This is comprised of a thermoplastic elastomer weathering on a tubular shape with-a semi-rigid polymeric backing. 2. Sill sweep strips: EPDM blade gasket sweep strip in an aluminum extrusion applied to the interior exposed surface of the bottom rail with concealed fasteners. 3. Threshold: Extruded aluminum,one piece per door opening,with ribbed surface. 4. Butt hinge: Stainless/ball bearing. 5. Push/pull: "T"style. 6. Panic device: No. 7. Closer: Yes. 8. Security lock/dead lock: Yes. 9. Cylinder(s)/thumbtam: Yes. 10. Electric strike/strike keeper: No. 2.04 RELATED MATERIALS A. Joint sealers: Section 07900. 2.05 FABRICATION A. Entrance system fabrication: 1. Door corner construction shall consist of mechanical clip:fastening,SIGMA deep penetration plug welds and 1-1/8"long fillet welds inside and outside of all four comers. Glazing stops shall be hook-in type with EPDM glazing gaskets reinforced with non-stretchable cord. 2. Accurately fit and secure joints and corners. Make joints hairline in appearance. Sissman-10 Strong Ave. Project No.2026 Section 08410—Aluminum Entrances-3 C1.06 QUALITY ASSURANCE A. Qualifications: 1. Installer qualifications: Installer experienced(as determined by contractor)to perform work of this section who has specialized in the installation of work similar to that required for this project and who is acceptable to product manufacturer. 2. Manufacturer qualifications: Manufacturer capable of providing field service representation during construction,approving acceptable installer and approving application method. 3. The architectural aluminum manufacturer shall have a quality system registered to one of the Iso 9000 series of standards. The quality system shall be certified by a Registrar approved by the Accreditation Board(RAB)or another,international approval authority. a. The certificate shall be current and in good standing with the Registrar which issued it. b. The supplier shall furnish,upon request,a copy or copies of the current certificate. B. Pre-installation meetings: Conduct pre-installation meeting to verify project requirements,substrate conditions,manufacturer's installation instructions,and manufacturer's warranty requirements. 1.07 DELIVERY,STORAGE AND HANDLING A. Ordering: Comply with manufacturer's ordering instructions and lead time requirements to avoid construction delays. B. Packing,shipping,handling and unloading: Deliver materials in manufacturer's original,unopened, undamaged containers with identification labels intact. C. Storage and projection: Store materials protected from exposure to harmful weather conditions. Handle entrance doors and components to avoid damage. Protect entrance doors against damage from elements,construction activities,and other hazards before,during and after entrance installation. PART 2-PRODUCTS 2.01 MANUFACTURERS A. Kawneer Co.,Inc.,Norcross,GA(tel 770449-5555;fax 770-734-1560). 1. Proprietary product system: Kawneer aluminum entrances. a. Series: 190,350 or 500 swing doors. b. Finish/color: Hartford Green. 2.02 MATERIALS A. Aluminum entrances and components: 1. Material standard: ASTM B 221;6063-T5 alloy and temper. 2. Door stile and rail face dimension of the 350: Door Vertical Stile Top Rail Bottom Rail 350 3-1/2" 3-1/2" 6-1/2" 3. Major portions of the door members to be.125"nominal in thickness and glazing molding to be .050"thick. Sissman-10 Strong Ave. Project No.2026 Section 08410—Aluminum Entrances-2 SECTION 08410-ALUMINUM ENTRANCES,GLAZING AND DOORS PART I -GENERAL 1.01 GENERAL PROVISIONS: A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 SUMMARY A. This Section includes the following: 1. Kawneer aluminum storefront systems including perimeter trims,stools,accessories,shims and anchors and perimeter sealing of storefront system. 2. Kawneer aluminum storefront includes VG 451T framing system 1-3/4"x 4-1/2"with screw spline and center stick(center fabrication). 3. Entrances shall be 350 Series. 4. Glass shall be 1"clear insulating glass. 1.03 SYSTEM DESCPRIPTION A. Storefront system performance requirements: 1. Air infiltration: In accordance with ASTMS 283 the air infiltration rate shall not exceed.06 c.f per minute per sq.ft.at a pressure differential of 6.24 psf. 1.04 SUBMITTALS A. General: Prepare,review,approve and submit specified submittals in accordance with Conditions of the Contract and Division 1 Submittals. B. Quality assurance/control submittals: 1. Test reports: Submit certified test reports showing compliance with specified performance characteristics. 1.05 WARRANTY A. Project warranty: Refer to Conditions of the Contract for project warranty provisions. B. Manufacturer's product warranty: Submit,for owner's acceptance,manufacturer's warranty for entrance system as follows: 1. Warranty period: Two(2)years from date of Substantial Completion of the project. Sissman-10 Strong Ave. Project No.2026 Section 08410—Aluminum Entrances-1 E. Accessories shall include locks,keys and door opening mechanism. MATERIALS PART 3-EXECUTION A. Doors and accessories shall be installed in accordance with manufacturer's written instructions. B. This contractor shall completely install the doors and their accessory mechanisms and buttons in opening provided by others. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 08300-Garage Doors&Opening System-2 SECTION 08300-GARAGE DOORS AND OPENING SYSTEM PART 1 -GENERAL 1.01 GENERAL PROVISIONS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 WORK TO BE PERFORMED A. Furnish and install five garage doors as shown on the Drawings. B. The door installation shall include motor operators and tracks. Final hookup of wiring shall beNIC. 1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Masonry: Section 04500. B. Painting: Section 09900. 1.04 SUBMITTALS: A. Issue submittals in accordance with General Conditions and Division 1. Submittals under this Section shall include manufacturers'specifications and installation instructions on all specified products. Include warranty. 1.05 QUALITY ASSURANCE A Refer to General Conditions and Division 1 for general provisions covering material delivery,storage, and installation,and product substitutions. B Provide a ten year warranty. PART 2-PRODUCTS 2.01 DESIGNER DOORS A. Doors shall be 8'high and 9'wide constructed of clear double strength glass lites,layered clear cedar trim boards. B. Interior shall be 1/4"super plywood. C. Wood grade shall be paint grade and finishing shall be factory primed all six sides D. Weather strip color: black Sissman-10 Strong Ave. Project No.2026 Section 08300-Garage Doors&Opening System-1 D. Warranties: Provide two copies of manufacturer's standard warranty,signed by an officer of the manufacturer,submitted at the same time doors are shipped,and covering repair and/or replacement of solid core doors for the lifetime of the installation. 1.06 DELIVERY,STORAGE AND HANDLING A. Doors shall be properly packaged and protected during shipment and installation. B. Doors shall not be delivered to the job site until the building has thoroughly dried out. Doors shall be stored flat in a dry area until time for installation. C. Delivery work under this Section to site in ample time to avoid delay in job progress and at such times as to permit proper coordination of the various parts. PART 2 PRODUCTS 2.05 Section 08210, Wood Doors,Item 2.01, delete paragraphs B, C,D and E. 2.01 WOOD DOORS A. Brosco M-7100 1-3/4"thick Y-0"x 6'-8"exterior ra ors shall b Premium Grade Type PC-5 flush doors with particle board core ro veneer� WI type 14 Natural Finish. C. Particl re ush d doors shall be 1-3/4"thick of 5-ply not construction with face veneers bo ed to both eg. Cores shall be particle boa ype 1,density"C,"glued under h at and pressu hardwood stiles-and rails. Cross b shall be thoroughly kiln-dried hardwood, 1/16"thie ,exte ng full width of door C construction shall be AWI Type"PC",non-resin us '. mat formed wood particle board as de ed tmANSI A-2084. D. Vertical stile edges d to d bottom rail edges shall be har Veneer edging is not acceptable. Partic d cores shall have 4"wide solid wood rails an at perimeter and sol Lwood blockin r eive dicated hardware. No hardware shall fasten to panic d., E- P e cor ors shall meet or exceed the requirements of AWI Section 200 and shall be equal to Weyerhaeu arshfield Series"DPC-1. Except as otherwise indicated,doors shall be AWI "Premium de. F. Doors shall be completely sanded,ready to receive finish in the field. PART 3 EXECUTION 3.01 INSTALLATION OF DOORS A. Doors shall be machined for hardware and installed under Section 06100,Carpentry. END OF SECTION C Sissman-10 Strong Ave. Project No.2026 Section 08210-Wood Doors-2 SECTION 08210-WOOD DOORS PART 1 GENERAL 1.01 GENERAL PROVISIONS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION A. Furnish all wood doors required for the work. B. Specific locations of door types are indicated on the drawings. Where door schedules are shown,they are provided for convenience,but door indications on the scale drawings shall govern. In case of omissions from schedules,doors in question shall be referred to the Architect for determination. 1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Finish Carpentry: Section 06200. B. Painting: Section 09000. 1.04 REFERENCE STANDARDS A. Work shall conform to the codes and standards of the following agencies as further cited herein: AWI: Architectural Woodwork Institute,Chesterfield House,Route A,5055 S.Chesterfield Rd.,Arlington,Virginia,as published in"Architectural Woodwork Quality Standards." UL: Underwriters'Laboratories,Inc.,Publications Stock,333 Pfmgsten Rd.,Northbrook, Illinois. IS,CS: National Bureau of Standards,US Department of Standards,Washington,DC. 1.05 SUBMITTALS: Issue submittals in.accordance with General Conditions and Division 1. Submittals under this Section shall include: A. Schedule: Submit complete schedule of wood doors,indicating size and characteristics,arranged in the same format as Door Schedule on contract drawings. B. Certifications: Submit certified statement from manufacturer that doors furnished meet or exceed requirements specified herein. C. Samples: Provide cutaway corner section of each type of door showing typical corner construction, methods of joinery,core construction,type and species of veneer and solid wood. \ Sissman-10 Strong Ave. Project No.2026 Section 08210-Wood Doors-1 3.02 INSTALLATION A. Install sealants per recommendations of ASTM C 1193 and sealant manufacturers. B. Compressible joint fillers: 1. Install joint fillers to support sealants during installation,and as required to produce optimum sealant cross-sectional shapes and depths for optimum movement capability. 2. Push joint Eller into position,using a smooth blunt-pointed tool,placed straight and accurately to depth. 3. Do not stretch,puncture,twist,or tear filler during installation. Do not leave gaps between ends of Eller strips--material shall be continuous,with no voids. Remove and replace filler material that has become wet during installation. C. Where sealant must be installed directly against metal,concrete,masonry,or mortar(without compressible joint filler),prime backer surface with a suitable bond-breaker,so that sealant does not bond to back-up. D. Where recommended by sealant manufacturer,apply a primer or surface conditioner to obtain satisfactory adhesion to substrate at sides of joints. Primer shall be as manufactured or specifically recommended by sealant manufacturer. E. Thoroughly mix two-part sealants. Use sealants within time limits specified by manufacturer-- discard materials not used within prescribed time. F. Apply sealants using hand or power gun with nozzle of proper size and sufficient pressure to completely fill joints. Push,do not pull,gun along joint. Sealant shall completely Ell joint void. G. Tool vertically-installed sealants to slightly concave surface. Remove masking tape immediately after tooling. Immediately clean excess sealant from adjacent surfaces. Protect horizontal joints with masked construction paper and allow to cure 72 hours minimum. H. Sealant depth shall be equal to joint width in joints 1/4-to-1/2 in.wide,with maximum depth not to exceed 5/8 in.when joint width exceeds 1/2 in. No joint shall be smaller than 1/4"x 1/4". END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 07900-Joint Sealants-4 r 3. Sealants specified above for exterior use may also be used at interior. l D. Sealant at joints in horizontal surfaces(exterior and interior):one or two-part pourable self-leveling polyurethane,complying with ASTM C 920,Type M or S,Grade P,Class 25,Use T. Acceptable products include: --Mameco Vulkem 45,245,or 255 --W.R.Meadows Pourthane --Pecora NR-200 and NR-201 Urexpan --PRC Penmapol RC-270SL --Sikaflex-2c SL --Sonneborn Sonolastic SL-1 --Tremco THC-900. E. Sealant colors:as selected by Architect from manufacturer's standard range. If not specifically selected,color shall match adjacent material as closely as possible. 2.02 JOINT BACKING AND ACCESSORY MATERIALS A. Provide non-staining sealant backing materials and accessories as recommended by sealant manufacturer,including joint fillers,bond-breaker,joint cleaner,primer-sealer,and masking tape. Products shall be compatible with joint sealant material and with each other. B. Joint filler: 1. Where no other joint back-up exists,provide a flexible backer strip or tubing joint filler,of size,shape,and density to control sealant depth;25 to 50 percent wider than joint width. 2. Backer strip:compressible foam polyethylene,polyurethane,or polymeric plastic. Do not use open-cell foam at horizontal installations. 3. Elastomeric tubing:neoprene,butyl,EPDM,or silicone,per ASTM D 1056. C. Bond-breaker tape:polyethylene or other plastic tape,designed to prevent sealant from adhering to rigid surfaces at back of joint,which would result in sealant failure. PART 3 EXECUTION 3.01 JOB CONDITIONS,PREPARATION A. If possible,install sealants within a 40-to-85 degree F temperature range. Do not install sealants at temperatures below 40 degrees F unless specifically permitted by manufacturers. At temperatures below 40 degrees F,take particular precautions to provide clean,dry,frost-flee surfaces. B. Thoroughly clean joints of foreign materials which would prevent good sealant bond,such as dirt, loose mortar,oil,wax,coatings,and sealing compounds. Blow debris out of joints with oil-free compressed air where necessary. Mask adjacent surfaces with tape. C. Clean metals before applying sealant with solvent-based xylol,toluol,or MEK,carefully wiped off with dry clean cloths. Do not use solvents that leave an oil deposit,such as mineral spirits or kerosene. D. Sweep off minor deposits of dust and dirt before beginning installation. Ir Sissman-10 Strong Ave. Project No.2026 Section 07900-Joint Sealants-3 B. Make trial applications at field mock-ups or portions of actual:installation areas,for each type of sealant specified,for Architect's approval,before proceeding with complete installation. C. Materials and installation shall comply with manufacturer's recommendations and applicable standards,including ASTM C 920,Standard Specification for Elastomeric Joint Sealants,and ASTM C 1193,Sealant Installation. 1.05 MAINTENANCE REQUIREMENTS AT PROJECT CLOSE-OUT A. Instruct Owner's personnel in maintenance procedures. Provide at least two maintenance manuals including instructions on cleaning and repair/replacement;and name,address,and telephone number of authorized sealant repair contractor. B. Extra maintenance/repair materials:a minimum of one new cartridge of each type and color of sealant used,neatly wrapped and clearly labeled. C. Refer to General Conditions and Division 1 for general provisions covering project close-out procedures. PART 2-PRODUCTS 2.01 SEALANTS A. Chemically-curing elastomeric type,of base polymer specified below,per ASTM C 920 requirements,including those for Type,Grade,Class,and Use. Provide use type as applicable for field condition. B. Sealant for joints in exterior vertical surfaces:one or two-part non-sag polyurethane,per ASTM C 920,Type M or S,Grade NS,Class 25 or higher,Use NT. Acceptable products: --Hilti CS 2130 --Mameco Vulkem 116,227,921,or 922 --W.R.Meadows Dualthane --Pecora Dynatrol I or II --Products Research&Chemical Corp.Permapol RC-I or RC-2 --Sika Corp.Sikaflex-la,-15LM,or-2c NS --Sonnebom NP-1 or NP-2 --Tremco Dymonic or Dymeric C. Sealant for joints in interior vertical surfaces:one-part,non-sag,paintable caulking compound,one of following: 1. Butyl,per ASTM C 1085. Acceptable products include: --Pecora BC-158 --Protective Treatments PTI 757 --Sonneborn Multi-Purpose Sealant --Tremco Butyl Sealant. 2. Acrylic latex,per ASTM C 834. Acceptable products include: --Pecora AC-20 --Sonnebom Sonolac --Tremco Acrylic Latex 834. Sissman-10 Strong Ave. Project No.2026 Section 07900-Joint Sealants-2 LControl ction 07900,Joint Sealers,Item 1.02,Summary of Work,par.C: add " ll be provided at intervals not less than 30'horizontally at all cavity exterior SECTION 07900-JOINT SEALANTS wnts will extend from the top of the parapet to the foundation. Furnish and approofmg to concrete foundation walls below grade." PART 1 GENERAL 1.01 GENERAL PROVISIONS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION A. Interior and exterior sealants,except as excluded below as related work in other Sections;as shown on drawings and specified below. B. Include caulking at all interior transitions between masonry and drywall or plaster,caulking of steel frames to adjacent surfaces,sealant at exterior control joints,perimeter and exterior and interior sealing of windows and curtain walls,sealant at concrete control joints and sealants at other locations as indicated. --------� C. Control joints in masonry see elevations). D. Caulking of windows(not storefront). E. Miscellaneous interior caulking associated with those areas which are finished,principally the garage and utility room. 1.03 RELATED WORK IN OTHER SECITONS A. All sealants adjacent to the storefront systems shall be installed as part of the storefront contract: Section 08410. 1.03 SUBMITTALS: Issue submittals in accordance with General Conditions and Division 1. Submittals under this Section shall include: A. Manufacturers'specifications and installation instructions on all specified products. B. Color charts. C. Office samples consisting of strips of actual products,showing full range of colors available. D. Sealant schedule listing sealant type,manufacturer,and color for each application. 1.04 QUALITY ASSURANCE A. Refer to General Conditions and Division 1 for general provisions covering material delivery, storage,and installation,and product substitutions. Sissman-10 Strong Ave. Project No.2026 Section 07900-Joint Sealants-1 PART 3 -EXECUTION A. Inspect substrate and report unsatisfactory conditions in writing. Beginning work means acceptance of substrate. B. Comply with roof system manufacturer's instructions and recommendations. Clean,prime and prepare substrate. C. Install insulation in two offset layers with tightly butter joints and neatly fitted around penetrations. D. Minimize seams and shingle overlaps to shed water. E. Install-walkway protection over an additional layer of membrane at location indicted and where required to provide access to roof mounted equipment. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 07530-Single Ply Roofing System-2 SECTION 07530-SINGLE PLY ROOFING SYSTEM PART 1 -GENERAL 1.01 GENERAL PROVISIONS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 WORK TO BE PERFORMED A. Provide singly-ply fully adhered roofing system including tapered insulation as shown on the Drawings. This section also includes accessories: roof drains,vent pipe boots and metal gravel stop. 1.03 SUBMITTALS A. Issue submittals in accordance with Section 01300,Submittals. B. Submit for approval samples,product data,warranty,test reports and maintenance data. C. Submit insulation layout shop drawing. 1.04 QUALITY ASSURANCE A. Comply with governing codes and regulations. Deliver,handle and store materials in accordance with manufacturer's instructions. 1.05 WARRANTY A. Manufacturer's standard signed by manufacturer,contractor and instalLer. Warranty period is 15 years from date of Substantial Completion. PART 2-PRODUCTS A. Carlisle Design"A"fully adhered 60 mil fiber reinforced roof. B. Roof insulation: 1. Taped isocyanurate insulation board: FoamED polyisocyanurate,faced both sides,density 2 lb. per c.f.,compressive strength 25 psi min;k=0.15(aged value);tapered Energy 1 polyisocyanurate foam insulation as manufactured by NRG Barriers,Inc. a. The minimum slope shall be 1/8"per ft.with a minimum thickness of 2"and a minimum average aged R-value of 21. Install the insulation system in strict accordance with approved shop drawings as prepared by the insulation manufacturer. Sissman-10 Strong Ave. Project No.2026 Section 07530-Single Ply Roofing System-1 top- PART 2 PRODUCTS 2.01 MATERIALS A. Blanket/batt type insulation: Foil faced glass fiber insulation;Owens Corning Fiberglass,or approved equal. B. Vapor barrier Tyvek commercial grade building wrap with associated Tyvek tapes. C. Ric glass fiber insula ' adhered to the daoofmg at the foundations. D. Rmax 1/2"foil faced insulation. E. Owens Corning Insul-Drain insulating drainage board. Tongue and groove approx.2"thick. PART 3 -EXECUTION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. Provide full thickness in one layer over entire area,tightly fitting around penetrations. B. Protect installed insulation and vapor barrier. END OF SECTION -----'�— c t20 Section 07200, Insulation, Item 2.01, par. C: Delete in its entirety and substitute the following therefor: C. Tru-Dry(sold by Quality Building Products 413-525-8400)waterproofing membrane with 2" of styrofoam with grooved design for water drainage." 6 Sissman-10 Strong Ave. Project No.2026 Section 07200-Insulation-2 SECTION 07200-INSULATION CPART GENERAL 1.01 GENERAL REQUIREMENTS A. Include General Conditions and applicable parts of Division i as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION: A. Batt insulate the exterior walls,provide 1/2"foil faxed Rmax on the exterior of the sheathing;provide 2"of permeable fiberglass insulation below grade concrete foundation walls;provide miscellaneous rigid urethane foam insulation where required;typically inside the web of the beam above the storefronts as shown on drawings. 1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS A Cast in Place Concrete: Section 03110. B. Rough Carpentry: Section 06200. C. Duct and pipe insulation: Section 15400. 1.04 REFERENCE STANDARDS A. Work shall conform to the codes and standards of the following agencies: 1. ASTM: American Society for Testing and Materials,Philadelphia,PA 19103. 2. UL: Underwriters laboratories,Inc.,Publication Stock,Northbrook,IL 60062. 1.05 SUBMITTALS A. Literature: Submit manufacturer's product description,performance and test data on all insulating materials required for the Work. 1.06 GUARANTEES A. Attention is directed to provisions of the General Conditions regarding guarantees and warranties for work under this Contract. B. Manufactures shall provide their standard guarantees for work under this Section. However,such guarantees shall be in addition to and not in lieu of all other liabilities which manufacturers and contractor may have by law or by other provisions of the Contract Documents. 1.05 QUALITY ASSURANCE: A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for 3 years. Use experienced installers. Deliver,handle and store materials in accordance with manufacturer's instructions. Sissman-10 Strong Ave. Project No.2026 Section 07200-Insulation-1 PART 2 PRODUCTS 2.01 GENERAL A. Architectural Woodwork Institute Quality Grade: Custom. B. Furring,blocking,shims,hanging strips,and other concealed installation materials: softwood or hardwood lumber,kiln-dried to less than 15 percent moisture content. 2.02 FINISH WOOD A. Per AWI Quality Standards,Section 100,Lumber,as applicable for Grade specified above;including general provisions covering methods of sawing,strength,dimensional stability,adhesives,gluing,and veneered construction. B. Species(to receive paint finish): As noted on the Drawings. PART 3 EXECUTION 3.01 INSTALLATION A. Store and install materials per AWI Quality Standards Section 1700,Installation of Architectural Woodwork;including provisions on site conditions(including relative humidity and moisture content),delivery and storage,installation,and field touch-up. B. Verify that substrates are plumb,level,and structurally adequate to support fmish carpentry installation. C. Install finish carpentry items straight,true,level and plumb,firmly anchored in place. Shim items as required using concealed shims. D. Install to a tolerance of 1/8 in.in 8'-0"for plumb and level;and with a 1/32 in.maximum offset in flush adjoining surfaces, 1/16 in.maximum offsets in revealed adjoining surfaces. E. Scribe work abutting other components,with maximum gaps of 1/32 in. Do not use additional overlay trim to conceal larger gaps. F. Where possible,secure finish wood by blind nailing,or locate and drive attachments so as to be imperceptible on finished surfaces(except for matching existing nailing pattern). G. Where attachments must be visible,anchor millwork to concealed blocking with finish nails or counter-sunk fasteners. Use fine finish nails,well-set,filled with matching putty. Conceal counter- sunk fasteners with solid plugs of species matching surrounding surfaces,finished flush with surrounding surfaces. H. Lap trim over grounds and fit tightly to adjacent materials. Scribe and closely fit face plates and filler strips to irregularities of adjacent surfaces. I. Where new finish carpentry components are required,match the existing components'profile exactly. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Finish Carpentry-06200-2 SECTION 06200-FINISH CARPENTRY PART GENERAL 1.01 GENERAL PROVISIONS: A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION A. Install new wood doors and new windows. B. Install new interior wood stairs excluding railings and including construction treads as shown on the Drawings. Trim exterior not interior. C. Install door hardware. 1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Rough carpentry: Section 06100. B. Joint sealants: Section 07900. C. Windows: Section 08500. D. Aluminum Entrances and Storefronts: Section 08410. E. Glazing: Section 08800. 1.04 SUBMITTALS: A. Issue submittals in accordance with General Conditions and Division 1. Submittals under this Section shall include: 1. A sample stair tread and handrail which will be returned and incorporated in the work. 1.05 QUALITY ASSURANCE A. Refer to General Conditions and Division 1 for general provisions covering material delivery,storage, and installation,and product substitutions. B. Comply with material,fabrication,and installation requirements specified in"Architectural Woodwork Quality Standards"(6th edition),published by Architectural Woodwork Institute. C. All lumber shall conform with the following standards: 1. New dressed four sides clear and free from warping twist,wanes,splits and other defects. 2. Kiln dried with moisture content not exceeding 15%. Sissman-10 Strong Ave. Project No.2026 Finish Carpentry-06200-1 adequately ventilated. If stored outdoors,protect on top and sides with securely-installed waterproof covering. 3.02 LUMBER INSTALLATION A. Carefully select individual pieces of lumber so that knots and other defects will not interfere with bolting or nailing. Discard defective pieces. Even if already installed,lumber will be rejected for excessive warp,bow,crook,or mildew or other fungus,as well as for improper cutting and fitting. B. Joints shall be true,and properly aligned to produce a flush finish surface. Cut and fit as required to accommodate piping,wiring and other requirements. C. Back-prime non-pressure-treated wood members in contact with exterior concrete or masonry with a brush coat of wood preservative,asphalt,or alkyd paint. D. Lumber anchorage and attachment: 1. Secure wood to masonry and concrete with masonry nails,expansion bolts,lag bolts and screws, or power-driven fasteners,as appropriate;of sufficient penetration to provide adequate pull-out and shear resistance. 2. Space attachments 48 in.o.c.maximum,minimum two per length of blocking,with no attachment less than 4 in.from length end. 3. Anchor and expansion bolts shall be 3/8 in.diameter minimum. Cast-in anchor bolts shall extend 8 in.minimum into masonry or concrete,expansion bolts 2-1/2 in.minimum. 4. Concrete and masonry expansion bolts shall be galvanized machine screws or bolts with expansion shield type anchors,Phillips Red-Head,Wej-it,Heckmann or equal. Power-driven fasteners such as Ramset and Drive-It may be used only when there is no danger of cracking or shearing substrate,such as near comers of curbs,walls,soffits,etc. 5. Secure nailers to steel members with threaded studs welded to steel secured with nuts and washers,or with bolts inserted through pre-drilled holes and secured with nuts and washers on opposite side of flange. 6. Countersink attachments flush with face of nailer,wherever another material is to be applied to that face. Where wood is to remain exposed,countersink fastener and fill bole. 7. Screw,do not drive,lag and wood screws into pre-bored holes. Use malleable iron washers under all nuts and heads bearing on wood. 8. Replace wood members split by installing attachment devices. E. Provide grounds,furring,nailers,and blocking as required to support finish materials,fixtures, hardware and specialty items,and trim,whether or not specifically shown on drawings. If not shown otherwise,space supports 16 in.o.c. F. LVL sills and plates shall be installed at all exterior walls. This is to minimize shrinkage. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 06100—Rough Carpentry-3 /► B. Species: Unless otherwise noted,any commercial softwood species listed in manuals of inspection f agencies specified above. C. Miscellaneous lumber(blocking,nailers,grounds,furring,etc.): Stud,Standard,Construction,or Utility construction grade. D. Non-structural light framing(non-load-bearing partitions,etc.): Stud,Standard,or Construction construction grade. E. Structural light framing(2-to-4 in.in thickness,2-to-4 in.wide): Standard&Better or Stud construction grade. 2.03 PRESERVATIVE PRESSURE-TREATMENT A. Scope of preservative pressure-treatment includes following: roof blocking and curbs;lumber in contact with masonry or concrete in exterior walls;and any other wood noted on drawings to be preservative-treated. B. Pressure-treat specified items with a water-borne salt treatment or chromated copper arsenate,per AWPA Standards C2(lumber)and C9(plywood). Stamp each piece with AWPB or SPIB designation. C. Comply with AWPB LP-2(minimum retention of 0.25 pcf). Dry each piece after treatment to a maximum moisture content of 19 percent for lumber, 15 percent for plywood. D. Treat surfaces cut after treatment with brush coat of liquid preservative,per requirements of AWPA M4. E. Acceptable products:Hickson Wolmanized Wood,Hoover CCA,Osmose Weathershield. 2.04 FASTENERS A. Steel,of adequate size and type for purpose,penetrating substrate 1 in.minimum. B. Comply with applicable building code requirements for anchorage and nailing,and applicable standards,including following: 1. Nails,wire,brads,staples:FS FF-N-105 2. Power-driven fasteners:National Evaluation Report NER-272 3. Wood screws:ANSI B18.6.1 4. ' Lag bolts:ANSI B 18.2.1 5. Standard bolts:per ASTM A307,Grade A,with ASTM A563 hex nuts and flat washers C. Fastener material where in conjunction with roof construction,exposed to weather,in contact with ground,or in area of high humidity:hot-dipped galvanized steel per ASTM A 153,or stainless steel (AISI Type 304). Acceptable finishes for other conditions:zinc electro-plating,cadmium-plating, shop-painting. PART 3 EXECUTION 3.01 JOB CONDITIONS: A. Store materials off ground on a flat surface,protected from dirt and other foreign substances,and Sissman-10 Strong Ave. Project No.2026 Section 06100—Rough Carpentry-2 SECTION 06100-ROUGH CARPENTRY PART GENERAL 1.01 GENERAL REQUIREMENTS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION: A. Lumber furring,nailers,and blocking,floor framing,wall framing,structural plywood interior walls at the demising line,framing for parapet bracing,roof sheathing,stair stringers and associated framing,and gypsum concrete floor underlayment. 1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS A Finish carpentry: Section 06200. 1.05 QUALITY ASSURANCE: A. Refer to General Conditions and Division 1 for general provisions covering material delivery,storage, and installation,and product substitutions. PART PRODUCTS 2.01 LUMBER--GENERAL A. Per American Softwood Lumber Standard PS 20,surfaced four sides(S4S),maximum 19 percent moisture content(S-Dry). B. Acceptable inspection agencies:Western Wood Products Association,West Coast Lumber Inspection Bureau,Northeastern Lumber Manufacturers'Association,Southern Pine Inspection Bureau,National Lumber Grades Authority(Canada). C. Each piece shall be clearly stamped,identifying inspection agency,mill name,structural grade, species,and moisture content rating. D. Lumber shall conform to applicable ASTM standards,including D 1990(full-size test specimens)and D 245 and D 2555(clear wood). E. LVL sills and plates and I eye joists by Lousiania Pacific. F. USG Levelrock 2500,3/4"thick. 2.02 DIMENSION LUMBER A. Defmition: Lumber nominal 2-to-4 in.in thickness,2 in.and wider. Sissman-10 Strong Ave. Project No.2026 Section 06100—Rough Carpentry-1 CPART 3—EXECUTION 3.01 STORAGE AND HANDLING A. Care and protection shall be given to all structural steel during handling and storage. If items are to be stored prior to installation,they shall not be placed in contact with the ground. 3.02 ERECTION A. All structural steel shall be anchored and erected in accordance with References, approved Shop Drawings, and as hereinafter specified. All interior and exterior Architecturally Exposed Structural Steel (AESS) shall be erected in accordance with "Section 10, Architecturally Exposed Structural Steel,AISC Code of Standard Practice." B. All work shall be accurately set to established lines and elevations and rigidly fastened in place with suitable attachments to the construction of the building. C. Temporary bracing, guying, and support shall be provided to keep the structure safe and aligned at all times during construction, and to prevent danger to persons and property. Check all temporary loads and stay within safe capacity of all building components. D. Except as otherwise indicated on the Drawings, all field connections shall be bolted in accordance with AISC "Specifications for Structural Joints using ASTM A 325 or A 490 Bolts". All bolts shall be fully tensioned. Use not less than one(1)washer placed under the turning part of the assembly. E. Do not cut or alter any member in the field without Architect's written approval for each specific condition. F. Welding, as indicated on the Drawings, shall be in accordance with References and shall be done only by experienced welders who have been qualified by tests as prescribed in AWS "Standard Qualifications Procedure"for the type of work required. Welding at areas to remain exposed to view (AESS) shall be smooth or be ground smooth; all backer bars shall be removed and all web "rat holes"shall be filled and ground smooth. G. Prior to field welding of any galvanized steel element, galvanizing in the general area to be welded must be removed by grinding. H. All galvanized steel elements shall be touched up with a zinc-rich paint at areas scarred by welding or bolting. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Structural Steel-05120-6 Drawings. L. Provide angles,bars,etc.as necessary for deck support at columns where members do not frame in from all four sides and where connections interfere with the support of metal decking. M. In general, beam to beam,and beam to column connections shall be double angle type connections, unless otherwise shown on the Drawings. 2.03 SURFACE PREPARATION AND PROTECTIVE COATINGS A. Structural steel shall be cleaned of all scale, rust,grease and other foreign matter and be given one (1)shop coat of rust inhibitive paint,except surfaces to receive shear connectors,at contact surfaces in slip critical connections,at contact surfaces to be field welded,and at surfaces to be fireproofed. B. Surface preparation for steel not exposed to view shall be in accordance with Steel Structures Painting Council Surface Preparation No.3,"Power Tool Cleaning". C. Surface preparation of interior and exterior structural steel exposed to view (AESS) shall be in accordance with Steel Structures Painting Council Surface Preparation No. 6, "Commercial Blast Cleaning". D. Primer for interior steel not exposed to view shall be weldable alkyd rust-inhibitive primer, TNEMEC Series 10-1009 gray primer,or equivalent as approved by the Architect. E. Primer for interior steel exposed to view (AESS) shall be TNEMEC Series 37H-77 White Primer, or equivalent as approved by the Architect. G. Primer for exterior steel exposed to view(AESS)shall be TNEMEC Series 27 F.C.White Typoxy,or equivalent as approved by the Architect. H. Shop and field touch-up paint shall be compatible with paint to be used for finish painting in the field as required under Section 09900 PAINTING. I. Primer paint shall be applied in accordance with manufacturer's directions to ensure no running or sagging, and to provide a dry film of two(2) mils per coat for non-AESS material and two and one- half (2.5)mils per coat for AESS material. J. After erection,all scarred areas shall be touched up with the same paint as the shop coat. 2.04 GALVANIZING A. All steel items noted on the Drawings to be galvanized shall be galvanized by the hot dip process conforming to ASTM A 123 with the addition of nickel to zinc bath. All galvanizing shall be done after fabrication. All galvanized material to be painted shall be given one,SSPC No.3 surface preparation and phosphate conversion treatment after galvanizing and shall be primed by the galvanizer within twelve hours after galvanizing and shall be force cured in a facility capable of maintaining 150 degrees F. All hot dip galvanized steel shall be safeguarded against embrittlement according to ASTM A 143. B. Unless otherwise indicated on the Drawings,all exterior,brick relieving angles shall be galvanized. C. The galvanizer shall inspect all members for compliance with this Specification,and shall mark each member with a stamp indicating the ASTM number and the weight of the zinc coating in ounces per square foot. Sissman-10 Strong Ave. Project No.2026 Structural Steel-05120-5 with ASTM A 500, Grade B(46 ksi). Steel pipe shall comply with ASTM A 53,Grade B(35 ksi). B. Bolts,nuts and washers shall comply with the requirements of ASTM A 325. Bolts shall be A 325N with washer,except A 325,Type SC at slip critical connections indicated on the Drawings. C. Anchor bolts shall comply with the requirements of ASTM A 307, except A 193 Grade B7, fully threaded, or A449 threaded at both ends, with double nut and square plate washer as indicated on the Drawings. 2.02 FABRICATION A. All structural steel shall be fabricated in accordance with References, approved Shop Drawings, and as hereinafter specified. B. All interior and exterior structural steel that remains exposed to view in the finish work shall be Architecturally Exposed Structural Steel(AESS), unless otherwise indicated on the Drawings. Refer to Architectural Drawings for locations. All AESS shall be fabricated in accordance with"Section 10, Architecturally Exposed Structural Steel,AISC Code of Standard Practice." C. The design of members and connections for any portions of the structure not indicated on the Drawings shall be completed by the fabricator. Connections shall be capable of supporting the maximum uniform load of the member for the span shown and the material specified. Consideration must be given to the additional load carrying capacity of composite steel members. In general, and unless otherwise indicated, connections for composite beams shall be designed for at least 1.75 times the end reaction derived from the AISC uniform load beam tables for the particular beam and span. Connections for composite girders that support other beams shall be designed for at least 1.5 times the AISC uniform load reaction. Connections for Architecturally Exposed Structural Steel (AESS) are subject to aesthetic review by the Architect. All connection design shall be subject to approval by the Architect and Structural Engineer. D. Welding, as indicated on the Drawings, shall be in accordance with References and shall be done only by experienced welders who have been qualified by tests as prescribed in AWS "Standard Qualifications Procedure"for the type of work required. E. All shop connections shall be welded or bolted. F. Weld and joint details shall comply with requirements of the"Structural Welding Code-Steel"by the American Welding Society. G. Bolting shall comply with the requirements of AISC"Specification for Structural Joints Using ASTM A 325 or A 490 Bolts". H. All field connections shall be bolted, except where welding is indicated on the Drawings. All field bolts shall be alternate design type with twist off elements. I. Diameter of holes in bolted parts shall be 1/16" greater than the nominal diameter of the bolt. No unfair holes will be accepted, and enlargement of holes shall not be accomplished by burning. Burrs resulting from drilling or punching shall be ground to the surface of the material. Shearing and punching shall be done cleanly so as not to deform or mar adjacent surfaces. J. Provide holes and connections as required for site assembly of steel work. Holes shall be drilled or punched and reamed in the shop. Show sizes and locations of all such holes on the Shop Drawings. K. Weld masonry anchor slots for reception of anchors where show on Structural or Architectural ` Sissman-10 Strong Ave. Project No.2026 Structural Steel-05120-4 f. Reproductions of structural plans, sections and details and any like information by reprographic or electronic methods for use as Shop Drawings or Coordination Drawings is subject to the following conditions: C 1. The entity producing the Shop Drawings or Coordination Drawings (The "User") agrees to accept the reproduced information from Foley & Buhl Engineering, Inc. without any warranties, guarantees and/or representations of any nature whatsoever regarding the correctness, dimensional and/or quantitative accuracy and/or completeness of any such information contained therein. 2. The User further agrees that such information shall be used as reference material only for the production of Shop Drawings or Coordination Drawings for the referenced project to which this Specification applies and only for that project. 3. The User further agrees to release, indemnify, hold harmless and defend Foley & Buhl Engineering, inc. with respect to any claims, costs (including the cost of litigation), losses or damages arising from the use, misuse, modification, interpretation, misinterpretation and/or misrepresentation of the reproduced information. 1.06 QUALITY ASSURANCE A. All materials and workmanship under this Section shall be subject to inspection in the mill, shop or field by the Architect, or by qualified inspectors selected by the Architect and paid directly by the Owner. B. However, such inspection, wherever conducted, shall not relieve Contractor of his responsibility to furnish materials and workmanship in accordance with Contract requirements, nor shall inspector's acceptance of materials or workmanship prevent later rejection of same by the Owner or Architect if defects are discovered. ' C. Inspection of welding work other than moment connections shall consist of non-destructive spot testing done by visual, magnetic particle, radiographic or ultrasonic methods, whichever is most effective for joint to be tested. D. Inspection of welding for work for moment connections shall be tested one hundred (100) percent either by ultrasonic or by radiography in accordance with the latest edition of the AWS Structural Welding Code. E. inspection of boning work shall be in accordance with "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" by the American institute of Steel Construction, latest edition. All boning shall be visually inspected as directed by the Architect and Structural Engineer. F. The Contractor shall give proper notice to inspection agencies designated by the Architect and shall allow access and full facilities as required for this inspection. G. A final report shall be issued by the testing agency following the completion of work in this Section. PART 2-PRODUCTS 2.01 MATERIALS A. Structural steel W-shapes shall comply with the requirements of ASTM A 572 (Fr-50 ksi) for Structural Steel. Steel plates shall comply with ASTM A 36(Fy=36 ksi). Steel tubing shall comply Sissman-10 Strong Ave. Project No.2026 Structural Steel-05120-3 C. "Specifications for Structural Joints Using ASTM A325 or A490 Bolts" dated June 23, 2000, by the CResearch Council on Structural Connections(RCSC). D. "D1.1 Structural Welding Code-Steel,2002"by the American Welding Society. E. ASTM listed standards by the American Society for Testing and Materials. F. SSPC listed standards by the Steel Structures Painting Council. G. In case of conflict between the References and the Project Specification, the Project Specification shall govern. In the case of conflict between References,the more stringent shall govem. H. When compliance with any such References is specified herein for materials or a manufactured or fabricated product, the Contractor, if requested, shall furnish an affidavit from the manufacturer or fabricator certifying that the materials or product delivered to the job meets the requirements specified. However, such certification shall not relieve the Contractor from the responsibility of complying with any added requirements specified herein. 1.05 SUBMITTALS A. Submit complete Shop Drawings in accordance with the provisions of Section 01300 SUBMITTALS. B. Before starting the work of the Shop and Erection Drawings, the steel fabricator shall have their representatives contact the Architect and arrange to meet with the Architect and Structural Engineer to discuss connection details, schedules, shop procedures, materials, and other concerns related to structural steel work. C. Prior to preparation of Shop Drawings, the fabricator shalt submit typical details of all connection types including, but not limited to, moment connections, beam to column and beam to girder connections, column splices, beam splices, bracing and hanger details, etc., for approval by the Architect. Design of all connections is to be provided by the fabricator, under the supervision of a registered engineer. D. Prior to submission of Shop Drawings, Contractor shall verify all dimensions, site conditions, etc., relating to existing conditions. Any discrepancies which affect the structural design or details shall be brought to the attention of the Architect. E. No variance from design sizes and details will be permitted on submitted Shop Drawings, but requests for modification of connection type or details to better suit their shop practice, or for any other reasons,will be considered by the Architect. F. Shop Drawings shall include all information required for fabrication of the component parts of the structure. They shall indicate size and weight of members,type and location of shop and field connections,the type,size and extent of all welds. The welding symbols used on the Shop Drawings shall be as adopted by the American Welding Society. G. Approval of Shop Drawings shall be for size and arrangement of principal and auxiliary members and for strength of connections. Any errors in dimensions shown on the Shop Drawings shall be the responsibility of the Contractor. H. Fabrication of any material or performing of any work prior to the final approval of the Shop Drawings will be entirely at the risk of the Contractor. Sissman-10 Strong Ave. Project No.2026 Structural Steel-05120-2 SECTION 05120-STRUCTURAL STEEL PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements that affect work of this Section whether or not such work is specif ically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 WORK TO BE DONE A. The work of this Section consists of furnishing and erecting all structural steel work as shown on the Drawings and as specified herein and includes, but is not limited to,the following: 1. Leveling plates and anchor rods. 2. Columns with base plates and connections. 3. Beams with connections. 4. Channels,angles, plates,frames,anchors,etc. 5. Lateral bracing. 6. Moment connections. 7. Masonry anchor slots(installation only). 8. Architecturally exposed structural steel(HESS). \ 9. Shop paint and field touch-up paint after erection. 10. Galvanizing. B. Items To Be Furnished Only: Furnish the following items for installation by the designated Sections: 1. Section 03300 CAST-IN-PLACE CONCRETE: Anchor rods, embedded plates with bolts or anchors,as indicated on the Drawings. 2. Section 04200 MASONRY: Bolts connecting steel framing to masonry walls, as indicated on the Drawings. 1.03 RELATED WORK UNDER OTHER SECTIONS A. Related work shall be performed under the following Sections: 1. Cast-In-Place Concrete, Section 03300. 2. Masonry,Section 04200. 3. Miscellaneous Metal Work,Section 05500. 4. Painting,Section 09900. 1.04 REFERENCE STANDARDS(LATEST EDITIONS) A. "Code of Standard Practice for Steel Buildings and Bridges" and "Specifications for the Design, Fabrication and Erection of Structural Steel Buildings" by the American Institute of Steel Construction. B. The second sentence in paragraph 4.2.1 of the "Code of Standard Practice for Steel Buildings and Bridges"is deleted under the provisions of this Specification. _ Sissman-10 Strong Ave. Project No.2026 Structural Steel-05120-1 C. Comply with UL and local code requirements for fire rated masonry walls. l 3.07 CLEANING AND POINTING A. During the progress of the work,keep the exposed surfaces of masonry clean at all times and protected against damage. As each segment of the new masonry is erected,dry-brush the surfaces free from mortar spots and droppings. Lightly stone exposed surfaces of concrete masonry units to remove projections,fins and loose mortar,and follow up with dry brushing. B. Prior to final cleaning work,examine all face joints in new exposed masonry to locate cracks,holes and other defects and point up all such defects and fill with mortar as specified herein. Where necessary,in the opinion of the Architect,cut out defective joints in masonry,and replace with new materials,exercising extreme care to match original work. C. Before substantial Completion at a time approved by the Architect,perform final cleaning operations on all new masonry. D. Final cleaning work shall be performed only when atmospheric temperature is above 40 degrees F. and rising. E. Use of wire brushes or other abrasive tools for cleaning will not be permitted. F. All cleaning operations shall proceed from the top down. If masonry cleaning work is performed after windows,doors,frames and other work have been installed,provide complete protection for such items,and be responsible for damage due to cleaning operations. G. New brick except as otherwise specified. Perform final cleaning with stiff bristle brushes and clean water. Only with Architect's approval use masonry cleaning detergents. Brick shall be thoroughly saturated before apply detergent solution and the brushes washed and detergent solution changed frequently to avoid transferring the stains to other locations. Work shall proceed from the top downward;each section shall be thoroughly rinsed off with clean water as the work progresses. H. New concrete masonry units. Perform final cleaning by scrubbing with stiff bristle fiber brushes and water. Rinse all surfaces thoroughly with clean water. I. Provide suitable protective coverings for all other surfaces and materials during the final cleaning procedures,and bear full responsibility for correcting any damage caused by these operations to the satisfaction of the Architect. J. Remove from the site and legally dispose of all cartons,rubbish and debris resulting from work under this section not less often than once per week. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 04200-Masonry-8 t B. Build in reinforcement,anchorage items,precast items and loose lintels as the work progresses. C. Lay first course of new masonry on a smooth bed of mortar after supporting concrete has been cleaned. Fill cells of first course concrete masonry units with mortar to 1/2 the height of the masonry units in all cases. Where vertical reinforcing rods occur therein,completely fill the cells with grout as wall is laid up. D. Fill pressed metal frames occurring in masonry with mortar as the masonry is erected and build-in frame anchors. E. Solid masonry partitions. Shall be laid so as to provide the same evenness of surface on each side. Where wet cutting is done of any exposed masonry,all sawdust shall be removed before cut units are installed. F. Openings. Line all door heads and openings properly to block coursing without necessity of altering the head. Edges of masonry openings shall be finished plumb. Vertical block joints at jambs shall be symmetrical with respect to door frames. G. Masonry slots,chases and openings. Required for proper installation of work of other sections, including,but not limited to plumbing,heating and electrical work,shall be constructed as indicated or required,in accordance with information furnished before work is begun at the points affected. No chase shall be cut into hollow wall units after they are built in place,without Architect's specific approval. H. Block laying. Lay concrete block in full beds of mortar. Do not moisten block. Apply enough mortar at bed and end joints to allow mortar to be forced out both sides of the face shell. I. Except for cleaning down and repointing,finish all masonry as the walls and partitions are carried up. Take special care to avoid soiling or staining masonry which is to remain exposed in the finished work. J. Point and fill all holes and cracks in new mortar joints with additional fresh mortar;do not merely spread adjacent mortar over defect or use dead mortar droppings. Do all pointing while mortar is still soft and plastic. If hardened,chisel defect out and refill solidly with fresh additional mortar and tool as specified. K. Do all cutting and patching of masonry required for the work. 3.06 INTERIOR PARTITIONS A. Lay first course of concrete masonry units on a smooth bed of mortar,after supporting slab has been cleaned. Fill cells of first course with mortar to 1/2 the height of the masonry unit. Install specified continuous reinforcement in joint immediately above first course,centering the reinforcement on the partition thickness. B. Install steel wall anchor plates for metal grab bars and accessories furnished loose under Toilet Accessories section,in masonry walls and partitions at washrooms indicated to receive same. Set plates in core of partition at least 4"from grab bar side of partition,with threaded rods furnished with the anchor plates. Fill solid with mortar all around wall plates for absolute rigidity and maximum possible strength. Do not permit wall plate or threaded rod to appear on opposite side of wall or partition. Sissman-10 Strong Ave. Project No.2026 Section 04200-Masonry-7 3.03 MORTAR PROPORTIONING AND MIXING A. Except as otherwise specified herein,conform to the property and proportion requirements of ASTM C270 for all mortar. B. Mortar for exterior brick shall be Type S(1800 psi at 28 days)with integral waterproofing added in proportions recommended by the manufacturer and integral colorant added in proportions to match joints of approved mock-up panel C. Mortar for interior masonry shall be Type N(750 psi at 28 days)except at load bearing construction and at glass block use Type S mortar. D. Measurements. Proportions shall be by volume. One bag of Portland Cement(941bs.)shall be considered as one cubic foot;one bag of lime(50 lbs.)as 1-1/4 cubic foot;and sand shall be measured in dry condition(901bs.being equal to one cubic foot). E. The method of measuring materials shall be such that the specified proportions of the materials can be controlled and accurately maintained. Shovel measurement will not be allowed. F. Mixing: Mortars shall be machine-mixed in an approved type of mixer in which the quantity of water can be accurately and uniformly controlled. Where hydrated limes are used for mortars requiring a lime content,the materials for each batch shall be well raked and turned over together before the water is added until the even color of the mixed materials indicates that the cementitious materials have been thoroughly distributed throughout the mass,after which the water shall be gradually added until a thoroughly mixed mortar of the required plasticity is obtained. The same mortar mixture shall be used for all similar work. G. All cementitious materials and aggregate shall be mixed for at least three minutes in the mixer with the minimum amount of water required to produce a workable consistency. Hand mixing shall not be used unless specifically approved. H. Mortar that has begun to set or which is not used within 2-1/2 hours after initial mixing shall be discarded. Mortar which has been stiffened due to evaporation.within the 2-1/2 hour period shall be retempered to restore its workability. Retempering mortar which has partially hardened without additional cement aggregate or water,will not be permitted. 3.04 BOND AND JOINT TREATMENT A. Bond. Exterior wall shall watch existing wall. B. Joints of concrete masonry units exposed to view. Fill joints with specified mortar and strike off flush. When mortar is thumb-print hard,tool joints concave to uniform density. C. Joints of masonry concealed from view. Fill joints with mortar and strike off flush. D. Joints at top of interior non-bearing concrete masonry unit partitions. Insert compressible filler continuously maintaining edges of the filler back 3/8"from each face of partition. 3.05 WALL AND PARTITION CONSTRUCTION A. Build new masonry walls and partitions in the various combinations and thicknesses indicated on the drawings and as specified herein. Lay out all masonry work not laid out under another section. Sissman-10 Strong Ave. Project No.2026 Section 04200-Masonry-6 G. Provide protection against breakage and weather damage to all masonry work. H. Fit masonry into hollow metal bucks and frames and fill frames with mortar. When the flames are hollow metal,fill them with mortar. I. Cut exposed masonry only with a motor-driven carborundum saw to ensure straight,evenly cut edges. J. Lay out all coursing before setting to eliminate cutting closures or jumping bond. Do not spread any more mortar than can be covered before surface of mortar has begun to dry. Do not endanger bond or mortar by moving masonry when once laid;if necessary to readjust any items,remove entirely,clean off mortar,and reset with fresh mortar. Align cores of block to accept pipes,reinforcing and conduit. K. Except for cleaning down and repointing,finish all masonry as the walls and partitions are carried up. L. Point and fill all holes and cracks in new mortar joints with additional fresh mortar;do not merely spread adjacent mortar over defect or use dead mortar droppings. Do all pointing while mortar is still soft and plastic. If hardened,chisel defect out and refill solidly with fresh additional mortar and tool as specified. M. Do all cutting and patching of masonry required for the work. 3.02 ALLOWABLE TOLERANCES FOR MASONRY WORK. A. Maximum variation from true surface level for walls,partitions,columns,and pilasters exposed to view: 1) Unit to unit tolerance: 1/8". 2) Surface,overall tolerance: 1/4"in 10'in any direction when tested with ten-foot straightedge. Where both faces of wall or partition will be exposed to view,request and obtain decision from the Architect as to which face will be required to conform to the specified surface tolerance. B. Maximum variation from true vertical plumb lines: 1) In lines of walls,columns,pilasters and arrises: a. 1/4"in 10'. b. 3/8"in any story,or up to 20'maximum. c. 1/2"in 40'maximum. 2) For external corner lines,control joints,expansion joints,and other conspicuous lines: a. 1/4"in any story,or up to 20'maximum. b. 1/2"in 40'maximum. C. Maximum variation from horizontal level or grades for exposed lintels,sills,parapets,horizontal grooves,and other conspicuous lines: 1) 1/4"in any bay,or up to 20'maximum. 2) 1/2"in 40'maximum. D. Maximum variation of linear building line from an established position in plan and related portions of columns,walls and partitions. 1) 1/4"in any bay,or up to 20'. 2) 3/4"in 40'maximum. Sissman-10 Strong Ave. Project No.2026 Section 04200-Masonry-5 /�D 2.01 Section 01100,Procedures,Controls and Payments, Item 1.02, Summary, par. F, delete the following: "2. Final site survey." No survey will be required. 2.02 Section 04200, Masonry, Item 2.05,Miscellaneous Materials and Accessories, add the following items: "B. Thruwall flashing shall be Sandell 3 oz. copper fabric flashing. C. Weeps shall be QV Quadrovent weeps. D. Sandell mortar net. E. Hohmann and Bernard brick ties DW-10 HS." 2.03 Section 04200, Masonry, Item 3.01, Workmanship, add: "N. All materials specified in products above shall be used in accordance with the manufacturer's recommendations and instructions." 2.04 MASONRY REINFORCEMENT J A. Reinforce all exterior and interior masonry walls and partitions which are constructed in whole or in part of concrete masonry units,using reinforcing materials specified. B. Longitudinal reinforcing. Shall be composed of 9-gauge deformed cold-drawn mill galvanized steel wire conforming to ASTM A641,class 1. At exterior walls use reinforcement hop dip galvanized after fabrication,A641 Class B2. Longitudinal reinforcement shall be standard truss design with two deformed longitudinal rods welded at 16"intervals in the same plane to a continuous diagonal cross rod. Reinforcing for walls 11"or wider shall be of 3/16"wire. Provide preformed tee and corner reinforcement sections at intersections of masonry partitions and walls,and whenever partitions and walls change direction. Reinforcement shall be Dur-O-Wall,Hohman Tru-mesh,AA Truss Type or approved equal. At exterior cavity wall construction,use box design reinforcement with Orojecting 2- part adjustable brick ties,Hohman and Barnard ladder box mesh#270 or equal,as approved. C. Widths. Except as otherwise specifically indicated,longitudinal reinforcement shall be of sufficient width so that longitudinal rods are within 1"of each face of masonry wall or partition. 2.05 MISCELLANEOUS MATERIALS AND ACCESSORIES A. Compressible filler. For joints at top of interior non-load bearing masonry partitions use rigid glass fiberboard,6 pcf density,25%thicker than joint width,continuous in length,and 3/4"less in width than thickness of partition. PART 3-EXECUTION 3.01 WORKMANSHIP A. Do not deliver cement,lime and similar materials to the site until suitable storage is available. Store such materials in weatherproof structures,and ensure that materials are in perfectly fresh conditions when ready for use. B. Erect all masonry work in compliance with line and level tolerances specified herein. Correct or replace,as directed by the Architect,non-conforming masonry work at no additional cost to the owner. C. Lay no exposed unit having chipped edges or face defects. Remove any such unit,if installed,and replace with an undamaged unit,and bear all costs therefor. D. Examine all drawings to determine requirements for the accommodation of work of other trades and contractors. Provide all required recesses,chases,slots and cutouts. Set loose lintels. Place anchors, bolts,sleeves and other items occurring in the masonry work. Take every precaution to minimize further cutting and patching. Deliver inserts and other anchorage items required to be cast into concrete in sufficient time to prevent any delay in such work. Closely coordinate the location and placement of such items. E. Protect all masonry from rain prior to,and during the installation thereof. If ambient temperature is in excess of 80 degrees F.at time of installation,lightly moisten contact surfaces of masonry units by brushing with water. F. Lay all masonry in full mortar beds. Completely butter vertical edges with mortar. Completely fill cells of masonry units with grout where anchorage and vertical reinforcement items are to be installed therein and in other locations specified or indicated on the drawings. Sissman-10 Strong Ave. Project No.2026 Section 04200-Masonry-4 �} PART 2-PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Concrete masonry units. Except as otherwise indicated,all concrete masonry units shall conform to ASTM C90(Moisture Controlled Units),Type N-1 for standard weight hollow load bearing units fabricated from aggregates conforming to ASTM C33,with the additional requirements indicated below. All units shall be purchased from a single manufacturer. Units shall have uniform color and even texture,as approved by the Architect. B. Masonry units shall be whole,sound and true to plan and line. Extreme care shall be used in handling units to remain exposed in the finished work. Chipped and discolored units will be rejected by the Architect and shall be immediately removed and replaced with undamaged units. No chip larger than 3/8"in any dimension will be allowed in exposed work,and no more than one such chip in five adjacent blocks will be accepted. C. Units shall be fee of all materials which will cause popouts and staining,as determined by five-hour autoclave test at 125 psi. Minimum allowable compressive strength of units shall be not less than 2,000 psi,when tested in accordance with ASTM C140, D. The moisture content of any three units when delivered shall not exceed 40%of the total absorption as determined by standard laboratory test in accordance with ASTM C140. E. Rated block. Shall have characteristics approved by UL for 1-hour wall construction. Modify solids content,shell thicknesses and web thicknesses as required to conform to Underwriters'Laboratories, Inc.,Standard UL 618,Table 1,requirements for fire-resistive rated partitions as indicated on the Drawings. F. Dimensions. Units shall be 6"x 16"nominal face dimension unless otherwise specifically indicated. Face dimension tolerance shall be 1/16",maximum,from standard dimensions designated by manufacturer. Thicknesses shall be 6",or as shown. Jamb and lintel block shall have exposed ends and bottoms closed. Provide half units,soaps and cut units as required and all special units as required to meet job conditions. 2.02 FACE BRICK A. Face brick shall be Stiles&Hart sand molded brick as furnished by Olander Brick Co. B. All face brick shall conform to ASTM C216 Grade SW,Type FBS,except that compressive strength shall not be less than 11,000 psi(individual)nor 13,999 psi(average of five)when tested in accordance with ASTM C67. Water absorption shall not exceed 4%(average of five)when subjected to 24 hour cold water submersion test(ASTM C67). There shall be no efflorescence when brick is tested in accordance with ASTM C67, 2.03 GRANITE SILLS AND LINTELS A. Sills and lintels shall be Westfield Granite with sawn or gauged faces. Submit shop drawing. r� Sissman-10 Strong Ave. Project No.2026 Section 04200-Masonry-3 F. American Society for Testing and Materials(ASTM)applicable standards. G. ACI: "Concrete Masonry Structures,design and construction." 1.05 DELIVERY,STORAGE AND HANDLING A. Protect masonry units and manufactured products of all types from wetting by rain or snow,and keep covered when not in use. B. Masonry face units. Handle all face materials carefully in transit:and on the site so as to keep units whole,edges sharp and faces clean and undamaged. Do not dump masonry face units but deliver on pallets,handled individually or in suitable groups and properly stacked,with minimum protection as follows: 1) Face brick: straw,and in cubes. 2) Concrete masonry units: careful handling. 3) Glass block: cardboard cartons. C. Aggregates: Deliver,store and handle aggregate materials so as to prevent contamination with earth or other foreign materials. D. Manufactured items: Deliver all manufactured products in their original containers,plainly marked with product identification and manufacturer's name. E. Store cement,lime and similar products under cover and away from direct contact with earth or floor slabs. F. Store metal accessories and the like under cover,away from direct contact with ground,and in manner to prevent rust. G. Damaged material: remove all damaged and contaminated materials from job site immediately, including materials in broken packages and packages containing water marks or other evidence of damage,unless Architect specifically authorizes correction and use on project. 1.06 PROTECTION OF WORK A. Covering: During erection,cover exposed tops of exterior face brick and concrete masonry units with heavy waterproof sheeting at end of each day's work. Cover partially completed structures when work is not in progress. Extend cover a minimum of 24"down both sides and hold cover securely in place. B. Loading: Do not apply loading for at least 12 hours after building masonry walls or columns. Do not apply concentrated loads for at least 3 days after building masonry walls or columns. C. Staining: Prevent grout and mortar from staining the face of masonry to be left exposed or painted. Remove such grout or mortar immediately. 1.07 COLD WEATHER PROTECTION A. Comply with cold weather requirements of General Conditions;,Division 1 and referenced standards. B. Use of frozen or freeze-damaged masonry or masonry material is not acceptable. Remove all masonry frozen or damaged by freezing conditions,and replace without additional cost to the Owner. 1 Sissman-10 Strong Ave. Project No.2026 Section 04200-Masonry-2 SECTION 04200-MASONRY PART 1 -GENERAL 1.01 GENERAL PROVISIONS A. Include General Conditions and applicable parts of Division I as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 WORK TO BE PERFORMED A. Furnish and install all masonry required for the Work as indicated on Drawings,as specified herein, or both,including brick,concrete masonry units and granite sills/lintels. Build work of other trades into masonry as required. B. Furnish and install,removing when no longer needed,all staging,scaffolding,hoisting and planking required for masonry work. C. See drawings for locations and details. 1.03 SUBMITTALS A. Submit four bricks showing the full range of color of the units. B. Submit manufacturer's product data and tests for brick and the masonry units. C. Test reports. Submit independent laboratory test reports for each type of face brick and masonry units. Include in test reports: 1) Compressive strength 4) Saturation coefficient 2) 24 hour cold water absorption 5) Initial rate of absorption 3) 5 hour boil absorption 6) Results of efflorescent tests(brick only) 1.04 STANDARDS A. Comply with the following standards and specifications for materials,methods and workmanship, where not otherwise specified: B. National Concrete Masonry Association(NCMA)standard"Specifications for the Design and Construction of Load Bearing Concrete Masonry and Related Technical Notes." C. "Recommended Practices for Cold Weather Masonry Construction"by the International Masonry Industry All Weather Council. D. American National Standards Institute Building Code requirements for Masonry,ANSI 41.4. E. Brick Institute of America(BIA)applicable standards. Sissman-10 Strong Ave. Project No.2026 Section 04200-Masonry-1 insulation,applying mastic to all sides of edges in accordance with manufacturer's instructions. 3.15 CUTTING OF HOLES A. Cut holes required by other trades in any cast-in-place concrete which did not receive sleeves. Use a core drilling process or sawing process which produces clean sharp edges and the minimum hole size which accommodates the piping, conduit, or equipment requiring the opening. B. Obtain approval of Architect before cutting any holes for any trades. 3.16 ANTI-GRAFFITTI COATING APPLICATION FOR SITE CONCRETE A. Apply to clean, damp surfaces. Thoroughly wash the surface to make certain all soil and/or contaminants are removed. B. Apply coating as recommended by manufacturer. 3.16 PROTECTION FOR SITE CONCRETE A. Contractor shall be responsible for security, to guard against graffiti on concrete work. Defaced concrete will be rejected, with no exceptions taken. Provide watchman (paid police details) and schedule work(limit paving concrete to A.M. hours only) as required, until concrete panels have cured sufficiently to prevent defacement. 3.17 FLOOR HARDENING A. All interior concrete floors remaining exposed in the finished work shall be treated with a chemical hardener in a three-coat application, not sooner than 28 days after pouring of slab, in accordance with manufacturer's specifications. ( 3.18 NON-SHRINK GROUT A. Grout solid all column leveling plates and beam bearing plates in accordance with manufacturer's recommendations. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Cast-In-Place Concrete-03300-11 rough wood float or broom finish. E. Exterior platforms,walks,etc.shall be given rough broom finish. F. No dry cement or mixture of sand and cement shall be applied to surface of any concrete slab to absorb moisture. G. Protect floors from damage until completion of job. 3.11 CURING AND PROTECTION A. Protect newly placed concrete against low and high temperature effects and against rapid loss of moisture. Cure all concrete for at least seven days at a temperature of at least 50 degrees F by curing methods approved by the Architect. B. Vertical or near vertical surfaces may be cured by maintaining wood forms continuously wet during curing period, by wrapping with continuous .006" polyethylene with taped joints or as approved by the Architect. C. Floor surfaces,after hardening sufficiently to prevent damage, and normally within several hours after final troweling, shall be treated with floor sealer in accordance with manufacturer's recommendations or as approved by the Architect. Sealer shall be compatible with finish floor material. Reinforced waterproof kraft paper with taped lapped seams shall be used at areas to receive cementitious finish, areas to remain exposed and receive a hardener, or material incompatible with sealer. 3.12 FORM REMOVAL A. Forms shall be removed without damage to concrete. The Contractor shall be responsible for the safety of the construction during and after form removal. No act of the Architect shall relieve him of this responsibility. C. Protect corners from damage after form removal by boxing, comer boards or other means approved by the Architect. D. Formwork for pilasters, walls, and other parts not supporting the weight of concrete may be removed as soon as the concrete has reached 30% of its specified 28-day strength, but not before 36 hours,provided it is properly cured and protected. E. Bracing for foundation walls retaining earth shall remain in place until upper level floor slab has achieved its 28-day strength. 3.13 VAPOR BARRIER A. Apply vapor barrier under all interior slabs cast on grade under mudmat after insuring that sub base material is level and well compacted. B. Lap all joints to a minimum width of 12 inches. Trim vapor barrier to fit neatly around column bases. C. Do not damage the vapor barrier at any time; repair any accidental punctures with a patch of the same material extending a minimum of 12 inches in all directions. 3.14 PERIMETER INSULATION A. Apply perimeter insulation in continuous four(4)foot height to inside surface of foundation walls and grade beams. Insulation shall be 2" thick, set in a trowel coat of approved mastic. Lay up i Slssman-10 Strong Ave. Project No.2026 Cast-In-Place Concrete-03300-10 members containing such imperfections shall be entirely removed and replaced without damage to adjacent materials or extra expense to the Owner. Lesser imperfections of concrete surfaces shall be patched and finished in accordance with the following procedures: C� B. Finishing Concrete Surfaces Not Exposed to View: At surfaces to receive dampproofing coatings, chip off fins and other projections and trowel patch all voids, honeycombs and air pockets exceeding 1/2" in any dimension. Pull tie-rods and patch voids formed by tie-rod cones flush with adjacent surfaces. At outside faces of foundation walls, except for surfaces to receive dampproofing membranes, trowel patch all voids, honeycombs and air pockets exceeding 34" in depth. At other concealed surfaces, patching, if any, shall be as directed by the Architect and shall, in general, be only such as is required to assure or protect the structural integrity of concrete or reinforcing. C. Finishing Concrete Vertical Surfaces Exposed to View: Provide a smooth-formed surface obtained with selected form-facing material arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch defective areas with fins and other projections completely removed and smoothed. 1. Smooth-Rubbed Finish: Provide smooth-rubbed finish on exposed concrete vertical surfaces that have received smooth-formed finish treatment not later than one day after form removal. a. Moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process. 2. Smooth-Formed Finish (Form Liner): As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defective areas. Remove fins and other projections exceeding 1/8 inch in height. a. Apply to concrete surfaces exposed to public view or to be covered with a coating or covering material applied directly to concrete, such as waterproofing, damproofing, veneer plaster,or painting. b. Do not apply rubbed finish to smooth-formed finish. 3.10 FLOOR AND OTHER FLATWORK FINISHES A. Concrete for finish floor slabs shall be poured as dry as practicable within allowable slump range. Except when otherwise indicated or specified, concrete finish floor slabs shall be monolithically finished at required elevation by screeding, floating, and troweling to provide smooth, even, non-porous finish, free of trowel marks. Do not begin finish troweling until concrete has hardened sufficiently to prevent excess fines from working to the surface. After troweling is complete and slabs have set sufficiently to ring the trowel, the surfaces of all slabs exposed in the finished work shall be given a second steel troweling to a burnished finish. B. Concrete for floor slabs shall be poured to the proper elevations adding concrete to compensate for form and shoring deflections. Slab thickness indicated on drawings is a minimum. C. Finish surface shall not vary more than 1/4"when measured by a 10-0"straight edge, except at sub-slabs to receive resilient or wood flooring which shall not vary more than 1/8" when measured by a 10-0" straight edge. Leveling of the slab by the Contractor to this tolerance for resilient flooring will be allowed by the use of latex type underlayment as approved by the Architect. At wood floors, the slab shall be brought to specified level by machine grinding or by special leveling compound by flooring manufacturer,or both,as approved by the Architect. D. Concrete slabs to receive Portland cement setting beds or concrete or fills shall be given a Sissman-10 Strong Ave. Project No.2026 Cast-In-Place Concrete-03300-9 I. When temperature rises above 70 degrees F, ail surfaces of concrete shall be protected against rapid drying. 2. Concrete delivered to the forms shall have a temperature of not over 90 degrees F. C� 3. The temperature of the forms shall not be over 90 degrees F. D. In cold weather, all concreting shall be done in accordance with ACI 306, "Recommended Practice for Cold Weather Concreting". 1. When the average daily temperature falls below 40 degrees F,all surfaces of concrete shall be maintained at a temperature of at least 50 degrees F and not over 90 degrees F for seven(7)days. 2. Concrete delivered to the forms shall have a temperature of at least 60 degrees F and not over 90 degrees F. 3. The temperature of the forms including gravel base, shall be at least 40 degrees F. 4. The Contractor shall maintain a record of temperature of the concrete at the most exposed surfaces of each placement at the beginning and at the end of each day of the curing period,which shall be available to the Architect. E. Conveying - Concrete shall be handled from the mixer to the place of final deposit as rapidly as practicable by methods which will prevent separation or loss of ingredients and in a manner which will assure that the required quality of the concrete is retained. F. Depositing - Delivery and placement of concrete shall be programmed so that the time elapsed between batching and placement does not exceed 1-1/2 hours. Concrete shall not be allowed a free fall of over 4 feet. Concrete shall be deposited as nearly as practicable in its final position, to avoid segregation due to rehandling or flowing. G. Concrete shall be deposited continuously, in horizontal layers of such thickness (not deeper than 18 inches) that no concrete will be deposited on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. Placing shall be carried out at such a rate that the concrete which is being integrated with fresh concrete is still plastic. Concrete which has partially hardened or has been contaminated by foreign materials shall not be deposited. H. Concrete shall be consolidated with the aid of mechanical vibrators in conformance with ACI "Recommended Practice for Consolidation of Concrete" to produce a dense, homogeneous mass without voids or pockets. Vibrators should be placed in concrete rapidly so as to penetrate approximately 3 to 4 inches into the previous lift, to blend the two layers. Vibrating techniques must assure that when the course aggregate reaches the form, it stops and the matrix fills the voids. 3.08 REMOVAL OF FORMS(ACI 301.4.5) A. Do not remove forms and bracing until concrete has gained sufficient strength to carry its own weight, construction loads, and design loads which are liable to be imposed on it. Verify strength of concrete by compressive test results. 3.09 FINISHING OF CONCRETE SURFACES A. The intent of this Specification is to secure for the job, materials and workmanship of such quality that only nominal finishing will be required to produce concrete surfaces equal to the best obtainable with the concrete and forming materials specified. Surfaces which reveal, upon removal of forms, imperfections of such magnitude as to seriously impair the appearance of the structure, in the opinion of the Architect, shall be deemed cause for rejection, and concrete Sissman-10 Strong Ave. Project No.2026 Cast-In-Place Concrete-03300-8 C. Treat forms with a form release agent applied according to the manufacturer's instructions, by roller, brush or spray to produce a uniform thin film without bubbles or streaks. Apply the release agent in two coats for the first use of the form and in one coat for each additional use. 3.03 MIXING PROCESS A. Ready-mixed concrete shall be mixed and transported in accordance with "Specification for Ready-Mixed Concrete" ASTM C 94, Alt. #3 and ACI 304, "Recommended Practice for Measuring, Mixing,Transporting and Placing Concrete". 3.04 REINFORCING A. Reinforcing shall be securely tied and supported to maintain proper spacing and cover during placing operations. Reinforcing for slabs cast on a mudmat shall be supported by continuous slab bolsters. Reinforcing for slabs cast on grade shall be supported by continuous slab bolsters with soil bearing plates. Support by bricks is prohibited. Take particular care to bend tie wire ends away from exposed faces of beams,slabs, and columns. In no case shall ends of tie wires project towards or touch formwork. 3.05 EMBEDDED ITEMS A. Coordinate the installation of all embedded items required by other trades. Such items normally are to be in place prior to the placing of reinforcing steel. B. No conduit shall be placed in concrete cast on a mudmat,on grade,or framed slabs. 3.06 JOINTS A. Provide construction joints as shown on the Drawings, but in any case limit the maximum dimensions for placement of concrete in any one placement as follows: 1. Reinforced slabs, beams 90 feet 2. Walls 60 feet B. Construction joints shall be formed with keyed bulkheads. Reinforcement shall continue through the joint, and additional reinforcement shall be placed as indicated on the Drawings. Provide control joints as shown on the Drawings, but in any case limit the maximum dimensions between joints as follows: 1. Slabs-on-grade 30 feet 2. Site Walls 8 feet C. Control joints shall be formed by saw cut. Reinforcement shall continue through the joint, unless noted otherwise on the Drawings. Control joints shall be spaced a maximum of 6 - 0" at all walkways, ramps,and other site improvements. 3.07 PLACING A. Notify Architect at least 24 hours prior to each placement. B. Do not place concrete until soil bearing material, reinforcing steel, inserts, sleeves and other work to be built into the concrete have been inspected and approved by the Architect and all trades concerned. C. In hot weather, all concreting shall be done in accordance with ACI 305, "Recommended Practice for Hot Weather Concreting". Sissman-10 Strong Ave. Project No.2026 Cast-In-Place Concrete-03300-7 B. Concrete shall be proportioned in accordance with ACI Standard 211.1, "Recommended Practice for Selecting Proportion for Normal and Heavyweight Concrete" and comply with the requirements of ACI 301 "Specifications for Structural Concrete" Chapter 3, Method 1 (trial IL batches)or 2(field experience). C. Air-entraining and water-reducing agents shall be used in all concrete, in strict accordance with the manufacturer's printed instructions. Total air entrained in freshly mixed concrete shall be 5.0% plus or minus 1.0% of volume of concrete with required strengths maintained, except that all interior slabs subject to abrasion shall have a maximum air content of 3%. D. Water-Cement Ratio - All concrete subjected to freezing and thawing shall have a maximum water-cement ratio of 0.50. This is a total water in mix at time of placement, including free water of aggregates and liquid admixtures. E. Slump of concrete: 1. Footings 4 inches 2. Slabs cast on grade or mudmat: 3 inches 3. Beams,walls,and piers 4 inches 4. Framed slabs 3 inches F. Premix admixtures in solution form and dispense as recommended by the manufacturer. Include the water in the solution in the design water content of the mixtures. PART 3—EXECUTION 3.01 STORAGE A. All materials shall be stored to prevent damage from the elements and other causes. B. Cement and aggregates shall be stored in such a manner as to prevent deterioration or intrusion of foreign matter. Any materials which have deteriorated, or which have been damaged, shall not be used for concrete. C. Store reinforcing steel on wood skids to protect it from earth and damage from trucking or other construction operations. Reinforcement shall be free from loose mill scale, rust, release agent, concrete splatter and other extraneous coatings at the time it is embedded in the concrete. D. All forms shall be stored in neat manner and orderly fashion, protected from the weather and abuse. E. Materials, which are judged not acceptable for this project, shall not be stored on the site, but shall be immediately removed from the site. 3.02 FORMING A. Acceptable tolerances shall be as specified in ACI 347 "Recommended Practice for Concrete Formwork". B. Forms shall be constructed to conform to shapes, lines, and dimensions shown, plumb and straight, and shall be maintained sufficiently rigid to prevent deformation under load. Forms shall be sufficiently tight to prevent leakage. Securely brace and shore forms to prevent displacement and to safely support the construction loads. Sissman-10 Strong Ave. Project No.2026 Cast-In-Place Concrete-03300-6 by W.R. Grace Company, "Chem Hard" by L & M Construction Chemicals or equal approved by the Architect. H. Other Materials: 1. Joint filler where used with caulking or sealants, shall be cork type, non-extruding, self-expanding filler strips conforming to ASTM D 1752, III. 2. Vapor Barrier shall be .006" polyethylene film. 3. Perimeter insulation shall be extruded polystyrene foam "Styrofoam Brand Tongue and Groove" by Dow Chemical, or equal approved by Architect. Molded bead polystyrene is not permitted. 4. Waterproof Kraft Paper shall be in accordance with ASTM C 171. 5. Non-Shrink Grout (5000 psi) shall be "Set Grout" by Master Builders, "Sono Grout" by Sonneborn Contech, Inc., "Five Star Grout"by U.S. Grout Corporation or equal approved by the Architect. 6. Non-Shrink Grout for Exterior Site Concrete shall be a premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents, capable of developing a minimum compressive strength of 2400 psi in 7 days. 7. Epoxy Joint Fillers shall be Sikadur 51 by Sika Corporation or equal approved by the Architect. 8. Expanded Polyethylene Joint Filler for Exterior Site Concrete shall conform to AASHTO- M153 and shall be 1/2 inch "Strip-Off" as manufactured by A.H. Harris and Sons of Medfield, MA or equal approved by the Architect. it 9. Bond Breaker for Exterior Site Concrete shall be polyethylene backer rod conforming to AASHT0-M153 and shall be as manufactured by A.H Harris and sons of Medfield, MA or equal approved by the Architect. 10. Polyurethane Joint Sealer for Exterior Site Concrete shall be conform to federal specification TT-S-00230C,type II,Class A and ASTM C 290,Type S,Grade NS, Class 23. Color shall be selected by Architect and Landscape Archtiect. Sealant shall be "Sikaflex- 1 a" elastomeric sealant as manufactured by Sika Corporation of Lyndhurst, NJ or equal approved by the Architect. 2.02 CONCRETE MIXES A. Strength,cement and water requirements: Design Min. Cement Max.Water Compressive Factor Cement Ratio Strength,f'c Sacks/vd3 Ibs/vd3 Gal/sack Gal by wt. 3000 5.5 517 6.5 0.58 4000 6.5 611 5.5 0.49 1. Site concrete. a. Slabs and footings shall be 3/4 inch,4000 psi,air entrained. b. Concrete edges, retaining walls, concrete barriers, concrete steps shall be 3/8 inch, 4000 psi,air entrained. CSissman-10 Strong Ave. Project No.2026 Cast-In-Place Concrete-03300-5 PART 2-PRODUCTS 2.01 MATERIALS A. Cement 1. Portland Cement-ASTM C 150,Type II. B. Natural Aggregate 1. Coarse Aggregate: Shall be hard, durable, uncoated crushed stone or gravel conforming to ASTM C 33. Coarse aggregate shall pass through 3/4" sieve except 3/8" at toppings less than 3"thick. 2. Fine Aggregate: Shall be sand, clean, hard, durable, uncoated grains, free from sift, loam and clay,to meet ASTM C 33. C. Water 1. Water shall be potable. D. Admixtures 1. Mid-Range Water-Reducing Agent shall conform to ASTM C 494,Type A. Water-reducing agent shall be compatible with air-entraining agent. 2. Air-entraining agent shall conform to ASTM C 260. 3. Calcium Chloride or admixtures containing more than 0.1%Chloride ions are not permitted. E. Concrete Reinforcement 1. Reinforcing steel shall conform to ASTM A 615 deformed bars, Grade 60. 2. Welded wire fabric shall conform to ASTM A 185 in flat sheets. 3. Bar supports,metal accessories and other devices necessary for proper assembly of concrete reinforcing shall be of standardized factory-made wire bar supports. Wire for tying shall be ASTM A 82, 18 gauge black annealed wire. F. Formwork 1. Forms for concrete surfaces shall be made of wood, metal, or other material subject to approval of Architect. 2. Form release agent shall be of a non-staining type, specifically manufactured for concrete forms. 3. Form Ties shall be factory-fabricated, removable or snap back of approved design. Wire shall be at least 1-1/2" back from exterior surfaces and 1"from interior surfaces. G. Surface Conditioners 1. Floor Sealer shall conform to ASTM C 309 Type I and shall be compatible with adhesives used for floor coverings. 2. Floor Hardener shall conform to "Surfhard" by Euclid Chemical Company, Inc., "Hornolith" Sissman-10 Strong Ave. Project No.2026 Cast-In-Place Concrete-03300-4 C. The Contractor shall retain the services of a qualified Testing Agency, approved by the Architect, to test aggregate and to prepare or review mix designs for each strength of concrete specified, and shall submit mix designs and test results to the Architect for approval.The costs of all such preliminary services shall be borne by the Contractor. D. Advise the Testing Agency of intent to place concrete by notification at least 24 hours prior to the time of placement. E. Concrete will be sampled and tested for quality control as follows: 1. Sampling fresh concrete:ASTM C 172 2. Compression test specimens:ASTM C 31 3. Slump: ASTM C 143 4. Air content: ASTM C 231 5. Compressive strength: ASTM C 39 F. Reinforcing steel shall be inspected by the Testing Agency for grade, size, spacing, position, cleanliness,cover and support. G. Cooperate with the Testing Agency's work and provide help as required for taking and storing samples. Provide storage facilities for concrete cylinders at the site. Facilities must protect cylinders from affects of low or high temperatures in cold or hot weather, respectively. H. Compression tests shall consist of four(4) cylinders for each test made,cured and tested by the Testing Agency during the progress of the job. At least one (1) test shall be made for each strength of concrete up to 50 cubic yards pour, and at least one (1)test per strength for each 50 cubic yards thereafter, unless otherwise directed by the Architect. Concrete for each set of cylinders shall be from one (1) sample representative of the entire batch. All cylinders shall be standard 6"X 12". I. When tests of control specimens fall below required strength,the Architect may require that core specimen be taken from concrete in question and tested in accordance with ASTM C 42. If these specimen do not meet strength requirements,Architect will have right to require additional curing, load tests, strengthening or removal and replacement of those parts of structure which are unacceptable,and in addition, removal of such sound portions of structure as necessary to ensure safety, appearance, and durability of the structure. Additional testing, load tests, strengthening or removal and replacement of parts of structure shall be at the Contractor's expense. J. Accept as final, results of tests made by the Testing Agency engaged by the Owner. K. Testing required because of changes requested by the Contractor in materials, sources of materials or mix proportions, and extra testing of concrete or materials because of failure to meet the Specification requirements is to be paid by the Contractor. L. A final report shall be issued by the Testing Agency following the completion of work in this Section. 1.07 NOTIFICATION OF RELATED TRADES A. Notify all other trades responsible for installing chases, inserts, sleeves, anchors, louvers, etc., when ready for such installation, and for final checking immediately before concrete is placed. Cooperate with such trades to obtain proper installation. B. Leave openings in walls for pipes,ducts, etc.,for mechanical/electrical/plumbing work, as shown on Drawings or required by layout of mechanical systems. Sissman-10 Strong Ave. Project No.2026 Cast-In-Place Concrete-03300-3 govern. D. When compliance with any such References is specified herein for materials or a manufactured or fabricated product, the Contractor, if requested, shall furnish an affidavit from the manufacturer or fabricator certifying that the materials or product delivered to the job meets the IL requirements specified. However, such certification shall not relieve the Contractor from the responsibility of complying with any added requirements specified herein. 1.05 SUBMITTALS A. Submit Complete Shop Drawings and Data, in accordance with the provisions of Section 01300 -SUBMITTALS. B. Provide Submittals for fabricating and placing reinforcing steel. Show all required information for cutting, bending and placing reinforcing bars and show all accessories and support bars on placing drawings. Indicate suitable marks for placing bars. C. Provide concrete Mix Data as specified in Paragraph 2.02B. D. Provide manufacturer's Data for other products. E. Fabrication of any material or performing of any work prior to the final approval of the Submittals will be entirety at the risk of the Contractor. F. The Contractor is responsible for furnishing and installing materials called for in Contract Documents,even though these materials may have been omitted from approved Submittals. G. Reproductions of structural plans, sections and details and any like information by reprographic or electronic methods for use as Shop Drawings or Coordination Drawings is subject to the following conditions: 1. The enter producing the Shop Drawings or Coordination Drawings(The"User")agrees to accept the reproduced information from Foley&Buhl Engineering, Inc.without any warranties,guarantees and/or representations of any nature whatsoever regarding the correctness,dimensional and/or quantitative accuracy and/or completeness of any such information contained therein. 2. The User further agrees that such information shall be used as reference material only for the production of Shop Drawings or Coordination Drawings for the referenced project to which this Specification applies and only for that project. 3. The User further agrees to release, indemnify,hold harmless and defend Foley&Buhl Engineering, Inc.with respect to any claims,costs(including the cost of litigation), losses or damages arising from the use,misuse,modification,interpretation,misinterpretation and/or misrepresentation of the reproduced information. 1.06 QUALITY ASSURANCE A. All materials, measuring, mixing,transportation, placing and curing shall be subject to inspection by the Architect or by the Testing Agency. However,such inspection,wherever conducted, shall not relieve the Contractor of his responsibility to furnish materials and workmanship in accordance with Contract requirements, nor shall inspector's acceptance of material or workmanship prevent later rejection of same by the Owner or Architect if defects are discovered. B. A qualified Testing Agency for testing and inspection will be selected by the Owner and shall be paid directly by the Owner. Sissman-10 Strong Ave. Project No.2026 Cast-In-Place Concrete-03300-2 SECTION 03300-CAST-IN-PLACE CONCRETE C PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements that affect work of this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting, or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 WORK TO BE DONE A. The work of this Section consists of all plain and reinforced concrete work as shown on the Drawings and as specified herein,and includes, but is not limited to the following: 1. Furnishing, placing, curing and finishing of all plain and reinforced concrete work for the building and site. 2. Furnishing,erection and removal of formwork and shoring. 3. Furnishing and placing of reinforcing steel and related accessories. 4. Furnishing and installation of vapor barrier and joint fillers. 5. Furnishing and installation of perimeter and under-slab insulation. 6. Setting of anchor rods and grouting of leveling plates and bearing plates. 7. Coordination with all other trades for location of all equipment pads, pipe sleeves, duct openings, keys, chases, electrical boxes and conduits, anchors, inserts, fastenings and other devices required by other trades. 8. Hardeninb and sealing of exposed concrete floors. 9. Site concrete: concrete edges, retaining walls, concrete barriers, concrete steps, and footings. B. Items to be installed only: Install the following items furnished by the designated Sections: 1. Section 05120 - STRUCTURAL STEEL: Anchor rods, embedded plates with bolts or anchors,as indicated by the Drawings. 1.03 RELATED WORK UNDER OTHER SECTIONS A. Related work shall be performed under the following Sections: 1. Earthwork, Section 02200. 2. Masonry, Section 04200. 2. Structural Steel,Section 05120. 3. Miscellaneous Metal Work, Section 05500. 1.04 REFERENCE STANDARDS(LATEST EDITIONS) A. ASTM listed standards by the American Society for Testing and Materials. B. ACI listed standards by the American Concrete Institute. C. In case of conflict between the References and 'the Project Specification, the Project Specification shall govern. In the case of conflict between References, the more stringent shall --' Slssman-10 Strong Ave. Project No.2026 Cast-In-Place Concrete-03300-1 �- B. Set container grown stock the same as specified for balled and burlapped,but remove containers completely with an approved cutter. C. Dish top of backfill to allow room for 3"of mulch. D. Spray anti-desiccant to provide adequate film over trunks,branches,stems and foliage. If trees are moved in full leaf,spray with anti-desiccant at nursery before moving and again two weeks after planting. E. Prune,thin out and shape trees and shrubs in compliance with standard horticultural practice. Retain required height and spread. Do not alter shape. Do not cut tree leaders. F. Provide tree wrapping of all trunks 2"and larger from ground to first major branches. Inspect trunks for injury,insects and other problems and take corrective actions before wrapping. 3.03 CLEANING AND PROTECTION A. Clean pavements and sidewalks and keep work areas neat during landscape work. B. Provide temporary protection to ensure work being without damage or deterioration at time of final acceptance. Remove and replace damaged landscape work. 3.04 GUARANTEE PERIOD AND REPLACEMENTS A. All plants shall be guaranteed by this Subcontractor for not less than one(1)full year from time of acceptance. B. At the end of this period,any plant that is missing,dead,not true to name or size as specified,or not in satisfactory growth,as determined by the Architect,shall be replaced. C. All replacements shall be plants of the same kind and size as specified in the plant list. They shall be furnished and planted as specified herein. The cost of replacement shall be borne by the Subcontractor except where it can be positively shown that loss resulted from vandalism. All areas damaged or disturbed by replacement operations shall be fully restored to their original condition. D. All guys,wires,rubber hose sections,stakes and tree trunk wrapping shall be removed and disposed of by the Contractor off site at the Contractor's expense at the end of the guarantee period or prior to that at the discretion of the Architect. E. The Contractor is required to replace plants as necessary until plant has thrived for one(1)year from time of acceptance. 3.05 FINAL INSPECTION AND FINAL ACCEPTANCE A. At the end of the guarantee period,inspection will be made by the Architect upon written request submitted by the Contractor at least ten(10)days before the anticipated date. B. After all necessary corrective work has been completed the Architect will certify in writing the final acceptance of the planting. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 02900-Planting-4 B. Peat humus: Provide decomposed sphagnum peat with no identifiable fibers taken from a fresh water source. Provide peat with pH range acceptable to the Architect and graded so that 100%passes 1/2" screen. C. Superphosphate: Provide soluble mixture of treated minerals having at least 20%available phosphoric acid. D. Manure: Provide well rotted,unleached manure containing not more than 25%by volume of straw, sawdust or other bedding materials and containing no ingredients harmful to plants. E. Bark mulch: Provide shredded pine bark mulch or equal approved by Architect. F. Fertilizer: Provide complete neutral pH commercial fertilizer with not less than 5%total nitrogen, 10%available phosphoric acid and 5%soluble potash. G. Trunk-wrapping: Provide 4"wide paper tree wrapping specifically manufactured to wrap trees to prevent bore damage and winter freezing. PART 3-EXECUTION 3.01 INSTALLATION A. Install materials in accordance with approved submittals. Install landscape work in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other Sections. B. Examine topsoil and remove foreign materials. Mix-in soil fertilizers and amendments as approve by Architect. Mix lime with dry soil prior to mixing fertilizer. Prevent lime from contacting roots of acid-loving plants. C. Loosen lawn areas to a minimum depth of 4"and planting areas to a depth of 6". Remove stones and stocks. At lawns,place 6"of topsoil in two equal lifts. At planting areas,place 12"of topsoil in two equal lifts. Work fast application into loosened subgrade then place second lift. Mix approved soil amendments into topsoil. D. Fine grade lawn areas to smooth,even surface with fine texture. Lightly roll,rake and drag lawn areas to flatten ridges and fill depressions. Control moisture content to maintain optimum conditions, but do not create a muddy condition. E. Excavate for trees and shrubs with vertical sides and with bottom of excavation slightly crowned to promote drainage. Loosen bottom of subgrade. Make excavation width 3 times width of ball diameter or container. Make excavation depth equal to ball depth plus 6". Dispose of excess subsoil excavated;mix with planting soil or topsoil. Fill excavations with water and allow to percolate out before planting. 3.02 PLANTING A. Set balled and burlapped stock plumb and in center of pit with trop of ball at same elevation of surrounding grade. Remove burlap from top and sides of balls,but keep on bottom. Fill pits gradually working to consolidate soils to eliminate voids and air pockets, Stop and water thoroughly when excavation is two-thirds full and continue watering until saturation. Complete filling and water again when fmished. Sissman-10 Strong Ave. Project No.2026 Section 02900-Planting-3 ,1 1.05 EXAMINING OF SITE AND DOCUMENTS A. By submitting a bid,the Contractor affirms that they have carefully examined the site and all conditions affecting work under this Section. No claim for additional costs will be allowed because of lack of full knowledge of existing conditions. B. Plans,surveys,measurements,and dimensions under which the work is to be performed are believed to be correct,but the Contractor shall have examined them during the bidding period,as no additional compensation will be made for errors or inaccuracies that may be found therein. 1.06 QUALITY ASSURANCE A. All work under this Section shall be performed by experienced workers familiar with planting procedures and under the full time supervision of a qualified foreman. 1.07 INSPECTION OF PLANTS A. Plants shall be subject to inspection and approval at the place of growth and upon delivery for conformity to specification requirements as to quality,size and variety. Such approval shall not impair the right of inspection and rejection upon delivery at the site or during the progress of the work. B. Notify the Architect in writing upon the selection of a planting subcontractor. State the name, address,telephone number and planting foreman of the planting subcontractor. C. Notify the Architect three(3)business days prior to the proposed arrival of plant material on site. D. Arrange for adequate manpower and equipment on site at the time of plant material inspection and installation to provide a complete staked layout and to unload,open and handle plant material during inspection. PART 2-PRODUCTS 2.01 MATERIALS A. PIants and trees: Provide balled,burlapped and graded plants,shrubs and trees of size,genus,species and variety indicated or scheduled and in strict compliance with the recommendations of ANSI A60.1 (American Standard for Nursery Stock). Provide only healthy,vigorous stock,grown in a recognized nursery acceptable to the Architect and free from disease,insects,eggs,larvae and defects. B. Labeling: Label at least one specimen of each type with waterproof tag showing botanical and common name. C. Topsoil: If existing topsoil is insufficient,provide additional topsoil which is fertile,friable,natural loam,reasonably free from subsoil,clay lumps,brush,litter,roots,stones and other foreign materials. Ph: 7. Depth 12". 2.02 SOIL AMENDMENTS AND MISCELLANEOUS MATERIALS A. Lime: Provide natural dolomitic limestone containing not less than 85%of total carbonates with a minimum of 30%magnesium carbonates and grades so that 90%passes No. 10 sieve and not less than 50%passes No. 100 sieve. Sissman-10 Strong Ave. Project No.2026 Section 02900-Planting-2 SECTION 02900-PLANTING C PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 WORK TO BE PERFORMED A. This work consists principally of planting three trees and seeding disturbed areas with a very small band of grass on the south side of the building. B. See Drawings for locations and details. 1.03 PERMITS AND CODES A. All work shall conform to the Drawings and Specifications and shall comply with applicable codes and requirements. B. Do not close or obstruct any street,sidewalk,or passageway without prior notification and permission. Conduct operations as to interfere as little as possible with the use ordinarily made of roads,driveways,sidewalks,or other facilities near enough to the Work to be affected thereby. 1.04 SUBMITTALS A. Samples: 1. Prior to ordering the below listed materials,submit representative samples to the Architect for selection and approval,in accordance with requirements of Division 1,General Conditions and Supplementary General Conditions as follows. Do not order materials until Architect's approval has been obtained. Delivered materials shall closely match the approved samples. B. Certificates: 1. Nursery Certificates: Nursery certification for plants indicating names of plants in accordance with the American Joint Committee on Horticultural Nomenclature. 2. Nursery certification for plants indicating conformance with ANSI A60.1 for quality and size. C. Guarantee: Provide three(3)copies of written guarantee as described in Paragraph 3.04 herein. D. Submittal Schedule: 1. Before installation,provide manufacturer's product data,samples and test reports and nursery certifications. C2. After installation: provide signed guarantee forms. Sissman-10 Strong Ave. Project No.2026 Section 02900-Planting-1 CE. Set bricks in a level and setting sand and sprinkle sand loose and over the top,and sweep dry. Set the brick up tight with no space between them. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 02613-Brick Paving-3 1.07 JOB CONDITIONS A. Cold weather requirements: Protect masonry against freezing when the temperature of the surrounding air is 40 F.and falling. Heat materials and provide temporary protection of completed portions of masonry work. Comply with the requirements of the"Construction and Protection Recommendations for Cold Weather masonry Construction"of the Technical Notes on Brick and file Construction by the Brick Institute of America(BIA). B. Frozen materials: Do not use frozen materials or materials mixed or coated with ice or frost. For masonry which is specified to be wetted,comply with the BIA recommendations. C. Frozen work: 1. Do not build on frozen subgrade or setting beds. Remove and replace masonry work damaged by frost or freezing. 2. Do not lower the freezing point of mortar by use of admixtures or antifreeze agents. PART 2-PRODUCTS A. Paving brick: 1. Solid brick of the size indicated,complying with ASTM C'7-42 and as follows: a. Shall match the City of Northampton standards as provided by Northampton DPW. 2. Color shall be as approved by the Architect or as set by the Northampton DPW standards. B. Setting sand. PART 3-EXECUTION 3.01 INSPECTION A. The installer must examine the areas and conditions under which brick paving is to be installed and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the installer. 3.02 INSTALLATION A. Install after the new street lights and street light bases and trees have been installed. B. Do not use brick with clips,cracks,voids,discolorations or other defects which might be visible or cause staining in the finished work. C. Cut brick with motor-driver saw equipment designed to cut masonry with clean,sharp,unshipped edges. Cut units as required to provide pattern shown and to fit adjoining work neatly. Use full units without cutting wherever possible. Where cutting is required,use the largest size brick units possible and avoid the use of small pieces of brick or large mortar areas.. D. Set brick in patterns with uniform joint widths as indicated. Sissman-10 Strong Ave. Project No.2026 Section 02613-Brick Paving-2 SECTION 02613 -BRICK PAVING C� PART GENERAL 1.01 GENERAL REQUIREMENTS A. Include General Conditions and applicable parts of Division I as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION A. The extent of the brick paving as shown on Drawing Ll. Brick;paving shall include brick pavers that dry in sand. 1.03 RELATED WORK IN OTHER SECTIONS A. Cast In Place Concrete: Section 03110. B. Masonry: Section 04500. C. Granite Curbing: Section 02525. 1.04 QUALITY ASSURANCE A. Sample installation: Prior to the installation of brick paving work,install a sample area of approximately 25 s.f.for approval by the Architect before proceeding further. 1.05 SUBMITTALS A. Product data for brick paving: For information only,submit six copies of the manufacturer's technical data for each manufactured product,including certification that each product complies with specified requirements. Include instructions for handling,storage,installation and protection of each product. Transmit copy of each instruction to the installer. B. Samples for brick paving: Submit three samples of the brick paving required. 1.06 PRODUCT HANDLING A. Protect masonry materials during storage and construction against wetting by rain,snow or ground water and against soilage or intermixture with earth or other types of materials. B. Protect grout and mortar materials from deterioration by moisture and temperature. Store in a dry location or in waterproof containers. Keep containers tightly closed and away from open flames. Protect liquid components from freezing. Comply with manufacturer's recommendations for minimum and maximum temperature requirements for storage. Sissman-10 Strong Ave. Project No.2026 Section 02613-Brick Paving-1 Compact and roll at least a 2 ft.width of shoulder simultaneously with compacting and rolling of each layer of base course. D. Placing: 1. Place base course material on prepared sub-grade in layers of uniform thickness,conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting base material during placement operations. 2. When a compacted base course is shown to be 6 in.thick or less,place material in a single layer. When shown to be more than 6 in.thick,place material in equal layers,except no single layer more than 6 in.or less than 3 in.in thickness when compacted. 3.06 COMPLETION A. Protect newly-graded areas from traffic and erosion,and keep free of trash and debris. Repair and re-establish grades in settled,eroded,and rutted areas to specified tolerances. B. Where compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface,re-shape,and compact to required density before further construction. C. Remove waste materials,including unacceptable and excess excavated material,trash and debris, from Owner's property,and legally dispose of it. D. Re-seed damaged areas. END OF SECTION 02200 Sissman-10 Strong Ave. Project No.2026 Section 02200-Earthwork--5 C 3. Control soil compaction during construction,providing minimum percentage of density specified for each area classification. 4. Where sub-grade or layer of soil material must be moisture--conditioned before compaction, uniformly apply water to surface of sub-grade,or layer of soil material,to obtain optimum moisture content. 5. Compact soils to following percentages of maximum dry density(ASTM D 1557): a. Unpaved areas:compact top 6 in.of sub-grade and each layer of backfill or fill material to 90 percent maximum density. b. Pavements:compact top 6 in.of sub-grade and each layer of backfill or fill material to 95 percent maximum density. C. Backfilling of utilities: 1. Under piping and conduit,shape base material to fit bottom 90 degrees of cylinder. 2. Place and carefully tamp fill in 6 in.layers under,around,and 12 in.over pipe,so as to insure a uniform bearing surface and to prevent lateral movement of pipe. 3. Compact by hand-operated tampers. Take care to prevent displacement of piping or conduit by carrying material uniformly to approximately same elevation in each lift. 4. Place remainder of backfill material removed from utility excavation in approximately 8 in. layers;compact each layer to required density before placing next layer. 5. Backfill and compaction for trenches crossing roads,walks,and parking areas:as specified for each condition. 3.04 GRADING A. Uniformly grade areas within limits of grading,including adjacent transition areas. Smooth finished surface within specified tolerances,compact with uniform levels or slopes between points where elevations are shown,or between such points and existing grades. B. Grade areas adjacent to building lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes. C. After grading,compact sub-grade surfaces to depth and percentage of maximum density for each area classification. 3.05 PAVEMENT BASE COURSE A. Base course consists of placing base material,in layers of specified thickness,over ground surface to support a bituminous or concrete pavement. See other Division 2 Section for paving specifications. B. During construction,maintain lines and grades including crown and cross-slope of base course. C. Place shoulders along edges of base course to prevent lateral movement. Construct shoulders of acceptable soil materials,placed in such quantity to compact to thickness of each base course layer. Sissman-10 Strong Ave. Project No.2026 Section 02200-Earthwork-4 C PART 3 EXECUTION 3.01 SITE CLEARING A. Site will be cleared by others before this contractor begins work. 3.02 EXCAVATION A. Barricade open excavations. Provide adequate shoring and bracing. Excavate to sub-grade level for gravel base below pavements. Over-excavate utility trenches to accommodate pipe bedding as specified below. B. Stockpile satisfactory excavated materials where directed,until required for backfill or fill. Place, grade,and shape stockpiles for proper drainage. C. Cut surface under pavements to comply with cross-sections,elevations,and grades as shown. D Excavation for utilities: 1. Excavate trenches for pipes to required line and grade,and of sufficient width to permit thorough tamping of fill material under haunches and around pipe. In general,excavate utility trenches to a point 6 in.below bottom of utility line to accommodate bedding material as specified below. 2. Remove soft or unsuitable material encountered below normal bedding line of pipe;replace with suitable material,and thoroughly compact. Shape bottom of trench to conform to curvature of pipe. 3. Excavate bed to accommodate bells of pipes. If any cross pipes,conduits,drains,or other unforeseen obstacles are encountered in excavation,raise or lower grade of bottom of trench during excavation operation. 4. Use concrete or other approved support under existing pipes passing through excavation,where pipe would normally be supported by backfilled earth. E. Use of explosives will not be permitted. 3.03 BACKFILL AND FILL A. Backfill excavations as promptly as work permits. B. Placement and compaction: 1. Place backfill and fill materials in layers not more than 8 in.in loose depth for material compacted by heavy compaction equipment,and not more than 4 in.in loose depth for material compacted by hand-operated tampers. 2. Place materials evenly adjacent to structures,piping or conduit to required elevations. Take care to prevent wedging action of backfill against structures or displacement of piping or conduit,by carrying material uniformly around structure,piping and conduit to approximately same elevation in each lift. Sissman-10 Strong Ave. Project No.2026 Section 02200-Earthwork--3 - 2. Satisfactory sub-grade soil materials: gravel-sand mixtures falling within ASTM D 2487 soil classification Groups GW,GP,GM,SM,SW,and SP. 3. Unsatisfactory sub-grade soil materials:silt-clay-sand mixtures falling within ASTM D 2487 soil classification groups GC,SC,ML,MH,CL,CH,OL,OH,and PT. B. Sub-base materials: 1. Definition: compacted granular fill layer used above sub-grade,and immediately below pavement base course. 2. Description: naturally or artificially graded mixture of natural or crushed gravel,crushed stone, crushed slag,and natural or crushed sand. 3. Gradation: Sieve Size Percent passing by weight 4 in. 100 1/2 in. 50-85 No.4 40-75 No.40 10-35 No.200 0-8 4. Bedding material: 100 percent passing a 1 in.sieve,not more than 8 percent passing a No.200 sieve. C. Drainage fill: washed,evenly graded mixture of crushed stone,or crushed or uncrushed gravel,per ASTM,D 448 coarse aggregate grading size 57;with 100 percent passing a 1-1/2 in.sieve and not more than 5 percent passing a No.8 sieve. D. Filtering material under and around utilities: evenly graded mixture of natural or crushed gravel or crushed stone and natural sand,with 100 percent passing a 1/2 in.sieve and 0-to-5 percent passing a No.50 sieve. E. Backfill materials not used as sub-base(excavation fill,etc.):satisfactory soil materials. F. Topsoil: fertile,friable,surface loam,generally found in a depth of not less than 4 in.,reasonably free of sub-soil,weeds,roots,clay lumps,stones,and other objectionable material over 2 in.in diameter. G. Grass seed: fresh,clean,new-crop seed,complying with tolerance for purity and germination established by Official Seed Analysts of North America. If not shown otherwise,provide seed mixture composed of following:50 percent Kentucky Bluegrass,30 percent Red Fescue, 10 percent Redtop; 10 percent Perennial Ryegrass. H. Provide 3/4"washed stone bed at the east and south side of the building. 2.02 UNDERGROUND UTILITIES: As shown on drawings. Sissman-10 Strong Ave. Project No.2026 Section 02200-Earthwork--2 SECTION 02200 EARTHWORK PART1 GENERAL 1.01 GENERAL PROVISIONS: A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION:. A. Perform excavation,backfill and shoring design for concrete footings,underground utilities including utility piping and paving. B. Furnish and install granite curbing as shown on the drawings. C. Provide a washed stone bed on the east and south side of the building. 1.03 RELATED WORK IN OTHER SECTIONS A. Compaction testing shall be hired and coordinated by the General Contractor and paid for by the Owner. Invoices shall be sent to the Architect for approval who will then forward to the Owner for �- payment. 1.04 SUBMITTALS: A. Issue submittals in accordance with General Conditions and Division 1. Submittals under this Section shall include manufacturer's specifications and installation instructions on all specified products,and office samples of each type of fill material specified. B. Submit shoring plan and engineering with registered Mass.civil engineer's stamp as required for building permit application. 1.05 QUALITY ASSURANCE A. Refer to General Conditions and Division 1 for general provisions covering material delivery,storage, and installation,and product substitutions. B. Comply with applicable provisions of Massachusetts Building Code,Article 12. Comply with applicable"Dig-Safe"excavation laws. PART 2 PRODUCTS 2.01 SOIL MATERIALS A. Sub-grade materials: 1. Definition: undisturbed or compacted soil beneath sub-base(defined in next paragraph). ( Sissman-10 Strong Ave. Project No.2026 Section 02200-Earthwork--1 SECTION 02050-DEMOLITION-NIC 1.01 GENERAL PROVISIONS: A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affect work of this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with trades affecting,or affected by work of this section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION A. This work will be performed by others. The site will be clear of trees,buildings and foundations before the start of this Contract. T END OF SECTION 02050 1.03 Section 02050,Demolition,Item 1.02, Summary of Work: Add: Q ng blacktop on the site will remain to prevent erosion. This will be removed by th tion contractor." Sissman-10 Strong Ave. Project No.2026 Section 02050-Demolition-1 B. Evidence of compliance with authorities'requirements shall include: 1. Certificates of Inspection: (a) Mechanical and(b)Electrical. C. Instructions: Instruct Owner's personnel in the operation of all systems,mechanical,electrical and other equipment. 2.10 FINAL INSPECTION A. When the Contractor has completed or corrected all of the items on the Punch list,the Contractor shall submit written certification that the items on the Punch List have been completed and corrected and shall indicate beside each item the date when the item was completed or corrected and in the case of items completed by subcontractors or sub-subcontractors the name of the Subcontractor or Sub- subcontractor. The Architect will begin inspection within seven(7)days after receipt of certification. B. If the Architect's inspection discloses items which have not been completed or corrected,the Architect shall notify the Contractor and the Contractor shall pay the cost of additional inspections which are required as a result of the Contractor's failure to complete the Punch List items. C. It is intended that the Architect will make one(1)inspection of completed items following the issuance of the Punch List. The Contractor may request additional inspections at Contractor's expense. 2.11 FINAL SUBMITTALS A. Contractor's Affidavit of Payment of Debts and Claims,AIA G706. B. Contractor's Affidavit of Release of Liens,AIA G706A,with: 1. Consent of Surety to Final Payment:AIA G707. 2. Contractor's release or waiver of Liens. 3. Separate releases or waivers of liens for subcontractors,suppliers,and others with lien rights against property of Owner,together with a list of those parties. C. All submittals shall be duly executed before delivery to the Architect. 2.12 FINAL APPLICATION AND CERTIFICATE FOR PAYMENT A. Contractor shall submit final application in accordance with requirements of General and Supplementary Conditions. B. Architect will issue final certificate in accordance with provisions of Conditions of the Contract. C. Prior to issuance of the Certificate for Final Payments by the architect,all requirements contained in this Paragraph entitled"CIoseout Requirements"and other requirements of the Conditions of the Contract shall be executed,received and approved by the Architect. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 01700-Closeout Procedures-4 F. Remove grease,mastic,adhesives,dust,dirt,stains,fingerprints,labels,and other foreign materials from exposed interior and exterior surfaces. G. Leave pipe and duct spaces,chased,and furred spaces thoroughly clean. H. Repair,patch and touch up marred surfaces to specified finish,to match adjacent surfaces. I. Owner will assume responsibility for cleaning as of time designated on Certificate of Substantial Completion for Owner's acceptance of Project or portion thereof 2.07 WARRANTIES AND BONDS A. Compile specified warranties and bonds,review to verify compliance with Contract Documents,and submit to Architect for review and transmittal to the Owner. 2.08 CLOSEOUT REQUIREMENTS A. Punch List: When the Contractor submits a complete list of items to be completed or corrected in accordance with subparagraph 9.8.2 of the General Conditions and the Architect receives the list,the Architect will make an inspection to determined whether the work or designated portion is substantially complete. The Contractor shall submit a schedule indicating when each item will be completed. B. If the Architect determines that the Contractor's list is not complete the Architect will notify the Contractor and the Contractor will provide a complete list before the Architect will complete an inspection. C. If the Architect's inspection discloses any item whether or not included on the contractor's list,which is not in accordance with the requirements of the Contract Documents the Architect will add the item to the list and will issue a punch list of items to be completed or corrected before final payment will be made. Such punch list shall not be construed as all-inclusive of the work which the Contractor will be required to perform before final payments. D. Substantial Completion: Architect will prepare and issue a Certificate of Substantial Completion, AIA G704,complete with signatures of Owner and Contractor,accompanied by list of items to be completed or corrected,as verified and amended by the Architect. Architect will not issue Certificates of Substantial Completion until the items below have been completed and submitted. 2.09 SUBMITTALS FOR SUBSTANTIAL COMPLETION A. Contractor shall submit: 1. Project Record Documents. 2. Operating and Maintenance Data. Guarantees and warranties. 3. Keys and keying schedule. 4. Spare Parts and Maintenance Materials. 5. Roofing guarantee and Flashing Endorsements. 6. Evidence of compliance with requirements of governing authorities. 7. Punch list with schedule. IrSissman-10 Strong Ave. Project No.2026 Section 01700-Closeout Procedures-3 2.03 CLEANING MATERIALS A. Use only those materials which will not create hazards to health or property and which will not damage surfaces. B. Use only those cleaning materials and methods recommended by manufacturer of surface materials and methods recommended by manufacturer of surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. 2.04 CLEANING DURING CONSTRUCTION A. Execute cleaning to ensure that the building,the site,and adjacent properties are maintained free from accumulations or waste materials and rubbish and windblown debris,resulting from construction operations. B. Provide on-site containers for collection of waste materials,debris and rubbish. C. Remove waste materials,debris and rubbish from the site periodically and dispose of at legal areas off site. D. Handle materials in a controlled manner with as few handlings as possible. Do not drop or throw materials from heights. E. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet,newly painted surfaces. 2.05 DUST CONTROL A. Wet down dry materials and rubbish to lay dust and prevent blowing dust. B. Clean interior spaces prior to the start of finish painting and continue cleaning on an as-needed basis until painting is finished. C. Schedule operations so that dust and other contaminants resulting from cleaning process will not fall on wet or newly-coated surfaces. 2.06 FINAL CLEANING A. Before final inspection,thoroughly clean the entire exterior and interior areas of the building where construction work has been performed. B. Employ experienced workmen or professional cleaners for final cleaning operations. C. Remove all construction facilities,debris,and rubbish from the Owner's property and legally dispose of same beyond site limits. D. Broom clean exterior paved surfaces and rake clean other surfaces of the grounds. E. Sweep,dust,wash,and polish all finished surfaces. This includes cleaning of the work of all finished trades where needed,whether or not cleaning for such trades is included in their respective Sections. Sissman-10 Strong Ave. Project No.2026 Section 01700-Closeout Procedures-2 SECTION 01700-CLOSEOUT PROCEDURES PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affect work of this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with trades affecting,or affected by work of this section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 RELATED WORK UNDER OTHER SECTIONS A. Project Procedures B. Project Coordination C. Schedules and Times D. Supplementary Conditions E. Temporary Facilities F. Record Documents G. Project Meetings PART 2-CONTRACT CLOSEOUT 2.01 CLEANING A. Execute cleaning during progress of work and at completion of the work,as required by General Conditions and as herein specified. B. Maintain premises and public properties free from accumulations of waste,debris and rubbish caused by operation. At completion of work,remove waste materials,rubbish,tools,equipment,machinery and surplus materials,and clean all exposed surfaces;leave project clean and ready for occupancy. C. Cleaning shall include all surfaces,interior and exterior in which or to which the Contractor has had access. 2.02 SAFETY AND DISPOSAL REQUIREMENTS A. Standards: Maintain project in accordance with State Building Code and local ordinances. B. Hazards Control: Store volatile wastes in covered metal containers and remove from premises. Prevent accumulation of wastes which create hazardous conditions. Provide adequate ventilation during use of volatile and noxious substances. C. Disposal:Conduct cleaning and disposal operations to comply with local ordinances and anti- pollution laws. Do not burn or bury rubbish and waste materials on project site. Do no dispose of hazardous wastes such as mineral spirits,oil,or paint thinner in storm or sanitary drains. Do not dispose of wastes into streams or waterways. Sissman-10 Strong Ave. Project No.2026 Section 01700-Closeout Procedures-1 B. During the progress of the Work,provide and maintain the entire:property area free from accumulation of water from any source whatsoever,at all times,and under any and all circumstances and contingencies that may arise. 2.15 TRAILER A. The contractor shall provide a job trailer and pay the city as required for the use of curb space to maintain same. END OF SECTION C r Sissman-10 Strong Ave. Project No.2026 Section 01500-Temporary Facilities-6 C. Contractor shall save the Owner harmless from all claims arising from the use of public streets, sidewalks,and adjoining premises for construction purposes. D. Keep all access roads and walks clear of debris,materials,construction plant and equipment during building operation. Repair streets,drives,curbs,sidewalks,fences,poles and the like where disturbed in building operation and leave them in as good condition after completion of the work as before operations started. E. Protect all planting,landscaping,and trees to remain. F. The Contractor shall be responsible for the maintenance of construction barriers and traffic barriers in order to maintain traffic around the Work with the maximum of safety and practical convenience to such traffic during the life of the Contract,and whether or not work has been suspended temporarily. The Contractor shall take all precautions for preventing injuries to persons or damage to property on or about the Work. G. Work shall be carried on and barriers erected in such a manner as to provide safe passage at all times for public travel and with least obstruction to traffic. The Contractor shall provide and maintain at the Contractor's own expense in a safe and passable condition such temporary bypasses created by the barriers as may be necessary to accommodate both pedestrian and vehicular traffic. H. Whenever gale or high winds are forecast,take proper measures to secure all loose material, equipment or other items which could blow about and be damaged or cause damage to other work. No such loose items shall be left unsecured at end of working day. Particular attention shall be taken with scaffolding and items placed or stored on roofs or within the structure prior to being enclosed. I. Be responsible for all breakage of glass from the time construction operations commence in each portion of the project until each portion of the project is occupied by the Owner. Unless glass has been broken by the Owner or Owner's representatives,or by other separate prime contractors,the cost of glass replacement shall be borne by the Contractor. 2.13 SECURITY OF THE WORK A. The Contractor,at the Contractor's discretion,shall be responsible for providing any and all security precautions necessary to insure adequate protection of the Contractor's and the Owner's interests. B. Take all required measures to protect the work at all times against fire,storm,theft,vandalism and other losses. C. The Contractor shall rebuild,repair,restore and make good all damages to any portion of the Work occasioned by any of the above causes before the completion and written acceptance of the completed Work,and shall bear the expense thereof. D. Should the Contractor fail to take prompt action whenever conditions make it necessary,the Owner may make emergency repairs or cause the same to be made,with the stipulation that the costs for such repairs shall be charged against the Contractor and deducted from monies due to the Contractor. 2.14 WATER CONTROL A. Take over the responsibility for site drainage in work area upon entering the premises and maintain such drainage during the life of this Contract in a manner approved by the Architect and so as not to 4radversely affect the adjacent areas. Sissman-10 Strong Ave. Project No.2026 Section 01500-Temporary Facilities-5 B. Construction,maintenance and operation of material hoists shall conform to applicable requirements of the"Standard Safety Code for Building Construction,"ANSI;to AGC"Manual"requirements and to state and local regulations. C. Furnish and maintain all temporary ladders,ramps,runways,chutes,derricks,stairs,and similar items required for proper execution of Contractor's work and that of the subcontractors,and permit use of such facilities by other contractors,subcontractors and trades. Hoists and chutes shall be so constructed as to prevent damage,staining and marring of permanent work. D. Provide openings in slabs,walls and partitions,where required,f'or moving in large pieces of equipment. Close and restore openings and finish them after equipment is in place. Structural modification if required,shall be subject to prior written approval by the Architect. 2.10 STAGING AND SCAFFOLDING A. All trades shall provide their own staging and scaffolding where such staging and scaffolding does not exceed a height of 8'. Where staging and scaffolding over 8'is required,the General Contractor shall provide the entire installation,including the first 8'except for those trades which are specified in their respective trade Section of the Specifications to provide all their own staging and scaffolding. B. Staging shall be of approved design,erected and removed by experienced stage builders and shall have all accident prevention devices required by State and local laws. C. Permit no materials to be passed through the finished openings of exterior walls,without first providing protection to the opening therefor of a type as approved by the Architect. Be responsible, and bear all costs,for repair and/or replacement of damaged work caused thereby. 2.11 TEMPORARY ENCLOSURES A. Provide temporary weathertight enclosure of exterior walls as necessary to provide acceptable working conditions,provide weather protection for interior materials and to prevent entry of unauthorized persons. B. Provide temporary exterior doors with self closing hardware and padlocks. Permanent door enclosures shall not be used as temporary enclosures. Other enclosures shall be removable as necessary for work and for handling of materials. C. Relocate temporary enclosures as required by progress of construction,by operations of the building, or work requirements,and to accommodate legitimate requirements of Owner and Subcontractors employed at the site. D. Completely remove temporary materials,equipment and services when enclosure needs can be met by use of permanent construction and at completion of the Project. 2.12 PROTECTION OF WORK,PROPERTY AND THE PUBLIC A. Furnish,erect,and maintain,until such time as removal is approved by the Architect,temporary fencing and barricades to the extent recommended by OSHA and as otherwise required for the protection of life and property during operations under the Contract. B. Construct barricades and protective facilities in accordance with local and State regulations. Furnish and install all signs,lights,reflectors,and all such protection facilities as may be required. Sissman-10 Strong Ave. Project No.2026 Section 01500-Temporary Facilities-4 F. At completion of construction work,or at such time as Contractor makes use of permanent electrical installation,temporary wiring,lighting and other temporary electrical equipment and devices shall be removed by Contractor. 2.05 TELEPHONE A. The Super shall carry a functioning cell phone. 2.06 TEMPORARY SANITARY FACILITIES A. The contractor shall provide sanitary facilities for use during the construction. 2.07 TEMPORARY FIRE PROTECTION A. Provide and maintain adequate temporary fire protection in the form of barrels of water with buckets, fire bucket tanks,fire extinguishers,or other effective means of extinguishing fire,ready for instant use,distributed around the project and in and about temporary inflammable structures during construction of the Work. B. Gasoline and other flammable liquids shall be stored in and dispensed from UL listed safety containers in conformance with National Board of Fire underwriter's recommendations. Storage shall not be within building. C. Make arrangements for periodic inspection by local fire protection authorities and insurance underwriter's resistant to fire,water,and weather. Tarpaulins shall have UL approval and comply with FS-CCC-D D. Torch-cutting and welding operations performed by Subcontractors shall have approval of Contractor before such work is started and chemical extinguisher shall be available within sight and not over 10' feet from location where such work is in progress. E. Do not light fires in or about premises. 2.08 TEMPORARY STAIRS,LADDERS AND STAGING A. Furnish and maintain all temporary stairs,ladders,ramps,runways,etc.as required for the proper execution of the Work,unless specifically noted to be provided for in other Sections. B. All such apparatus,equipment and construction shall meet all requirements of Federal,State and local laws applicable thereto. C. The General Contractor shall stage the entire building for all the trades. 2.09 TEMPORARY HOIST A. Furnish,install,maintain and remove material and personnel hoists as required for normal use by all trades and employ skilled operators. Provide necessary guards,signals,protective facilities,safety devices,etc.,required for safe operation. Provide suitable runways from hoists to floor level and roof. Remove all such facilities after they have served their purpose or when directed by the Architect. Where individual trades are to provide their own hoisting,it will be indicated in such trade Section. Sissman-10 Strong Ave. Project No.2026 Section 01500-Temporary Facilities-3 C. Provide an adequate supply of drinking water from approved sources of acceptable quality, satisfactorily cooled,for Contractor's employees and the subcontractors. Where required,furnish drinking water in suitable containers and provide single-service cups for use of employees. Drinking water dispensers shall be conveniently located in building where work is in progress. D. At completion of construction work or at such time as Contractor makes use of permanent water supply installation,temporary water service equipment and piping shall be removed by Contractor. 2.03 WEATHER PROTECTION A. "Weather Protection"shall mean the temporary protection of that work adversely affected by moisture,wind and cold,by covering,enclosing and/or heating. The Contractor shall furnish and install all"weather protection"material and be responsible for all costs. This provision does not supersede any specific requirements for methods of construction,curing of materials or to performance obligations of the Contractor. B. Within 30 calendar days after award of contract,the Contractor,shall submit in writing to the Architect for approval,three(3)copies of the contractor's proposed methods for"Weather Protection." C. Installation of weather protection shall comply with all safety regulations including provisions for adequate ventilation and fire protection. D. Determination of extent of work to be performed during summer months shall be by the Contractor, provided that the Work shall proceed at such a rate as to insure Substantial Completion on or before the stipulated date in accordance with the progress schedule. 2.04 TEMPORARY ELECTRICITY AND LIGHTING A. Contractor shall be required to provide temporary electricity. The Contractor shall p ay for the electricity. B. Take care not to overload equipment and lines. Provide and relocate temporary meters as required. C. Temporary lighting system shall be furnished,installed and maintained by Contractor as required to satisfy minimum requirements of safety and security. Temporary lighting system shall afford general illumination in building areas and supply not less than one(1)watt per square foot of floor area for illumination in areas of building where work is being performed. Provide adequate outdoor lighting to illuminate staging,stockpiles,trenches,projections,etc.,to the satisfaction of the Architect,and general illumination throughout adequate for watchmen and emergency personnel. D. All temporary equipment and wiring for power and lighting shall be furnished and installed in conformity with the National Electrical Code and in accordance with local ordinances and requirements of the municipal power authority. All temporary wiring and accessories shall be maintained in a safe manner and utilized so as not to constitute hazard to persons or property and shall be removed after they have served their purposes. E. When permanent electrical power and lighting systems in the new Addition are in operating condition,they may be used for temporary power and lighting for construction purposes,provided that Contractor obtains written approval of Architect and Owner.If permanent lighting fixtures are used for temporary light,provide new light bulbs before final acceptance of the Work. Sissman-10 Strong Ave. Project No.2026 Section 01500-Temporary Facilities-2 SECTION 01500-TEMPORARY FACILITIES i PART I -GENERAL 1.01 GENERAL REQUIREMENTS A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affect work of this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with trades affecting,or affected by work of this section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 RELATED WORK UNDER OTHER SECTIONS A. Section 01015-Project Procedures B. Section 01025-Schedule of Values C. Section 01040-Project Coordination D. Section 01200-Project Meetings E. Section 01300-Submittals(except as specified herein) F. Section 01700-Closeout Procedures PART 2-TEMPORARY FACILITIES 2.01 TEMPORARY FACILITIES AND SERVICES A. Contractor shall be responsible for arranging and providing temporary facilities and general services as specified herein and as otherwise required for proper and expeditious prosecution of work. B. All such services and facilities shall comply with applicable Federal,State and local regulations. C. Contractor shall make all connections to existing services and sources of supply,shall provide all necessary installations,labor,materials,and equipment,in a manner subject to the approval of the Architect and the Owner,shall remove temporary installations and conditions when no longer required,and shall restore the services and sources of supply to proper operating condition as approved by the Architect. D. Discontinuance of any temporary service prior to the completion of any portions of the Work shall not render the Owner liable for any additional cost resulting therefrom. E. Should a change in location of any temporary equipment be necessary in order for the Work to progress properly,Contractor shall remove and relocate such equipment as required without additional cost to the Owner. 2.02 TEMPORARY WATER A. The Contractor shall provide a temporary water supply for construction purposes and pay for the water used. B. Temporary pipe lines and connections from the permanent service line,either outside or within the building,necessary for the use of the Contractor and the contractor's subcontractors shall be installed,protected and maintained at the expense of the Contractor. Sissman-10 Strong Ave. Project No.2026 Section 01500-Temporary Facilities-1 H. Approved samples,unless specifically stated by the Contractor as slated for incorporation in the Work, shall be kept on file(and accessible for inspection)by the Architect until final acceptance of the Project. Any sample not reclaimed by the Contractor within thirty(30)days after final acceptance of the Project will be considered unclaimed material,and may be disposed of by the Architect. 2.06 COLORS AND FINISHES A. The Architect will prepare a master color schedule indicating the required color,finish,pattern, material,texture,and other pertinent information in connection with interior and exterior finishes. B. To facilitate the preparation of such schedule,the Contractor shall submit,within thirty(30)days following date of award of contract,unless otherwise extended by the Architect,the names of the manufacturers whose products the Contractor proposes to use within the framework of the specifi- cations,wherever color,finish,pattern,texture,or other related information is a consideration,e.g., paint,ceramic rile,resilient flooring,acoustical ceiling tile,toilet partitions,and other items,for which the above properties affect the design. C. Color chips shall be submitted for all items having color unless otherwise directed or approved by the Architect. Upon the expiration of such 30-day period,the Architect will proceed with color selection and preparation of final color schedule. D. The Architect will select the colors and finishes of a manufacturer within the framework of the Specifications,for each item where the Contractor fails to submit the name of a specific manufacturer within the allotted time,and the Contractor shall provide such materials without additional compensation. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 01300-Submittals-5 D. Should the Architect in checking Shop Drawings make changes which the Contractor deems will increase the Contract Price,the Contract shall so inform the Architect in writing within fourteen(14) days following receipt of the checked Shop Drawings and prior to starting fabrication of the item or items. Failing this,the Contractor shall be deemed to have waived all claims for extra compensation for the work involved. E. Notes or other information on the Shop Drawings,labels,transmittals or other items submitted which are contrary to provisions of the Contract Documents shall be deemed to be addressed to the applicable Contractor,Subcontractor,materialmen or other parties involved,and shall have no force or effect with respect to this Contract,even through the Shop Drawing or Sample involved is approved by the Architect. In particular the terms"By Others,""N.I.C.,"or words of similar meaning and import on submissions shall not be deemed to imply that the referenced items are to be omitted from this Contract. F. The Contractor shall be responsible for obtaining and distributing copies of approved Shop Drawings to subcontractors and material suppliers needing such information,at no additional cost to the Owner. G. The Contractor shall assume full liability for delay attributed to insufficient time for delivery and/or installation of material or performance of the Work when approval of pertinent Shop Drawings is withheld due to failure of the Contractor to submit,revise,or resubmit Shop Drawings in adequate time to allow the Architect reasonable time,not to exceed fifteen(15)calendar days,for normal checking and processing of each submission and resubmission. The Architect will not be limited to fifteen(15) calendar days when the Shop Drawing schedule has not been submitted or is not current. 2.05 SAMPLES A. Submit samples as required under the various Sections of the Specifications. B. Before submitting samples,consult with Architect to determine whether samples are to be submitted to Architect's office,field,or other location. C. Samples shall be submitted as specified or directed by the Architect. D. Samples may be submitted to Architect directly from manufacturers,vendors,suppliers,subcontractors, or others,but a separate transmittal letter shall be submitted through the Contractor in each such case. E. Approved samples of major or expensive items or assemblies,if in good condition and meeting all requirements of the Contract,may be properly marked for identification and used in the Work, provided that all shipping and handling charges are paid by the Contractor. F. Each sample shall have a label indicating the material represented,its place of origin,and the names of the producer,the Architect,the Contractor,the Subcontractor,and the building or Work for which the material is intended. Samples shall be marked to indicate the Specification paragraph requiring the materials represented. G. Approval of samples for color,texture,and other aesthetic qualities shall not be construed as approval of other characteristics. Sissman-10 Strong Ave. Project No.2026 Section 01300-Submittals-4 B. Corrections or comments made on the Shop Drawings during this review shall not relieve Contractor from compliance with requirements of the Contract Drawings and specifications. This check is only for review of general conformance with the design concept of and general compliance with the information given in the Contract Documents. The Contractor is responsible for:confirming and correlating all quantities and dimensions;selecting fabrication processes and techniques of construction;coordinating the Work with that of all other trades;and performing the Work in a safe and satisfactory manner. C. For drawings marked"Rejected,"or"Revise and Resubmit,"the Architect will have prints made from the marked reproducible drawings at the Contractor's expense. Such prints shall be used for record purposes and for comparison with subsequent resubmission. One will be retained by the Architect, one furnished to the applicable consultants,if any,and the transparency returned to the Contractor. Such procedures shall be followed until the Shop Drawing is marked"Furnish as Corrected,"or "Reviewed as required by the Construction Contract Documents and approved,but only for conformance to the design concept of the Work,and subject to further limitation and requirements contained in the Contract Documents." D. Drawings marked"Approved as Noted"shall be treated in the same manner as Drawings marked "Reviewed as required by the Construction Contract Documents and requirements contained in the Contract Documents." The Architect's comment shall be considered part of the original Drawings. Should the Contractor disagree with such comments,the Contractor shall so notify the Architect in writing within fourteen(14)days after receipt of such Drawings and before commencing work on the items in question. Failing this,the Contractor shall be deemed to have accepted full responsibility for implementing such comments at no additional cost to the Owner. E. Transparencies for all Drawings marked"Approved as Noted"or"Reviewed as required by the Construction Contract Documents"will be returned to the General Contractor. F. Before the transparency is returned by the Architect with the stamp"Reviewed as required by the Construction Contract documents"or"Approved as Noted,"the Architect will have made at the Contractor's expense,four(4)prints of the corrected original for the Architect's and Owner's use. 2.04 SHOP DRAWING CONDITIONS A. If catalog cuts of standard manufactured items show different types,options,finishes,performance requirements,or other variation,those features that the Contractor proposes to furnish shall be clearly circled or otherwise indicated,and all irrelevant diagrams,notes,or other information deleted or canceled. If any variations from the catalog description are proposed or required,such variations shall be clearly note on the cut by the Contractor. Catalog cuts or wiring diagrams will not be acceptable. B. Shop Drawings shall clearly indicate all details,sectional views,arrangements,working and erection dimensions,kinds and quality of materials and their finishes,and other information necessary for proper checking and for fabrication and installation of the items„and shall include all information required for making connections to other work. C. If any information on previously submitted Shop Drawings,aside from notations made by the Architect is revised in any way,such revision shall be circled or otherwise graphically brought to the Architect's attention. If approved Drawings are subsequently revised,they shall be resubmitted to the Architect with all revisions clearly marked for the Architect's attention. Whenever drawings are revised,the latest revisions shall be circled or otherwise indicated to distinguish them clearly from all previous revisions(and from the information on the original drawing). Sissman-10 Strong Ave. Project No.2026 Section 01300-Submittals-3 2.02 SHOP DRAWING SUBMITTAL A. Submission of Shop Drawings shall comply with all requirements of General and Supplementary General Conditions as further specified in this Section. B. To receive consideration by the Architect,Shop Drawings shall be accompanied by a letter of transmittal and each Drawing shall contain the following information on the title block: 1. Project identification. 2. Architect's name. 3. Date of preparation of submission,and of revision in applicable. 4. Shop Drawing number and title of item the Drawing refers to. 5. Architect's Drawing numbers and specification paragraph number used as a reference in preparing Shop Drawings. 6. Contractor's and Subcontractor's names. 7. Name of person or firm preparing Drawings. 8. Statement of stamp of approval by the Contractor,signifying that the Contractor has seen and examined the Drawing and that requirements of the General Conditions have been complied with. C. Shop Drawings related to various units comprising a proposed assembly shall be submitted simultaneously so that such units may be checked individually and as an assembly. D. Except for submissions and review of Shop Drawings for work specified under Division 5, 15 and 16, all Shop Drawings shall be submitted directly to the Architect through the Contractor. Drawings submitted directly from the Subcontractors,manufacturers or vendors,or directly to the Architect's consultants,will be returned to the Contractor without action. For work specified under Division 5, 15 C` and 16 of the Specifications only,Shop Drawings may be submitted through the Contractor directly to the applicable consultant,with an extra copy of the Shop Drawings and the transmittal letter sent simultaneously to the Architect. E. Catalog Sheets: For standard manufactured items,submit six(6)copies of manufacturer's catalog sheets with illustrated cuts of the items to be furnished,scale capacities,and other pertinent information,accompanied by an appropriate transmittal form with specific reference to the applicable paragraph in the Specifications. Rejected copies shall be resubmitted in the same manner until approval is obtained. Indicate clearly on such printed matter which of several items is being submitted for approval. F. For all other Shop Drawings,including wiring and control diagrams,submit one(1)transparent(Ozalid type)reproducible copy of each along with two(2)black line or blue prints. Print copies shall be made by the Contractor after the contractor's stamp and comments or corrections,if any,have been affixed to the transparency. G. Each drawing,transparency and print shall have a clear space approximately 80 square inches as an additional border on the right side or bottom for stamps and Architect's comments. 2.03 ACTION ON SHOP DRAWINGS A. The Architect will annotate the transparency and apply a stamp and check one of the actions,namely; []Approved []Do Not Resubmit []Approved as Noted []Resubmit []Rejected Sissman-10 Strong Ave. Project No.2026 Section 01300-Submittals-2 CSECTION 01300-SUBMITTALS PART I -GENERAL 1.01 GENERAL REQUIREMENTS A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affect the Work of this Section whether or not such the Work is specifically mentioned in this Section. C. Coordinate work with trades affecting,or affected by the Work of this section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 RELATED WORK UNDER OTHER SECTIONS A. Section 01015-Project Procedures B. Section 01025-Schedule of Values C. Section 01040-Project Coordination D. Section 01200-Project Meetings E. Section 01500-Temporary Facilities F. Section 01700-Closeout Procedures PART 2-SUBMITTALS 2.01 SUBMISSION SCHEDULE A. Contact Construction Manager to discuss construction schedule and submittal requirements. This Work requires tight coordinating with the Construction Manager. B. Within 21 calendar days after signing the Contract,prepare and submit for the Architect's approval a schedule of Shop Drawings,Product Data and Samples required to be submitted for the Work. The schedule shall indicate by trade the date by which final approval of each item must be obtained,and shall be revised as required by conditions of the Work,subject to the Architect's approval. C. The Architect's review,including Consultant's review period,will not exceed 15 calendar days from the established date of each submission indicated on the"Schedule of Shop Drawings,Product Data and Samples"plus additional time,if any,for distribution by the Contractor and receipt of submissions by the Architect. Contractor shall strictly adhere to the established schedule dates. D. Each submittal shall be made sufficiently in advance of the time required for furnishing and delivering to the site the specific item of items required in order to allow proper examination and review of such submittals,but in no event shall it be made later than 45 days prior to the time for incorporation of the item into the Work,except that if the item in question is to be incorporated in the Work prior to the expiration of 45 calendar days from the time of execution of the Contract,the aforesaid written notice shall be submitted to the Architect immediately following the execution of the Contract. E. No item,material,article,system or piece of equipment requiring approval of the Architect shall be ordered or installed until such approval has been obtained. Sissman-10 Strong Ave. Project No.2026 Section 01300-Submittals••1 C. Contractor's and Subcontractors'representatives attending such meetings shall be the job Ci superintendent or other responsible party approved by the Architect. Such representatives shall be empowered to make,at these meetings,definite decisions binding upon their respective employers regarding all matters pertaining to work under this Contract. D. The Contractor shall furnish the Owner and the Architect,in writing,the names,addresses,and telephone numbers of Contractor's and principal Subcontractors'personnel to be contacted in the event of an out-of-hours emergency at the building site. The Contractor shall also maintain a similar list readily visible from the outside of the field office. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 01200-Project Meetings-2 SECTION 01200-PROJECT MEETINGS PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affect work of this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with trades affecting,or affected by work of this section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 RELATED WORK UNDER OTHER SECTIONS A. Section 01015-Project Procedures B. Section 01025-Schedule of Values C. Section 01040-Project Coordination D. Section 01300-Submittals(except as specified herein) E. Section 01500-Temporary Facilities F. Section 01700-Closeout Procedures PART 2-PROJECT MEETINGS 2.01 ORGANIZATIONAL MEETINGS A. The Architect will schedule pre-construction organizational meetings,periodic project meetings, specially called meetings,throughout the progress of the Work,and post-construction meetings. All such meetings shall be attended by the representatives of the Contractor and,when requested, Subcontractors. B. Immediately following award of contract,the Architect will call one or more preliminary organizational meetings,during which detailed procedures will be worked out for submission and review of shop drawings and samples,format and extent of the progress schedule and schedule of values,format and methods for progress payment requisitions,channels of communication between Owner's,Architect's,and Contractor's personnel,and other routines to be followed during construction. The Architect will then issue a directive summarizing such procedures. 2.02 PROJECT MEETINGS A. The Contractor shall meet regularly with the Architect and the Clerk of the Works or Project Representative at the site of the Work at least once a week during the course of the Contract for the purposes of progress review,coordination of shop drawing schedules,sample submittals,and other items of work requiring such coordination. The dates of such meetings shall be as mutually agreed upon between the Contractor and the Architect. Meetings shall be held more frequently if required by the Architect. Contractor shall require subcontractors to attend such meetings if requested by the Architect. B. The Architect shall take minutes of such meetings and distribute copies to all attendees. Sissman-10 Strong Ave. Project No.2026 Section 01200-Project Meetings-1 CSECTION 01100-PROCEDURES,CONTROLS,AND PAYMENTS PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affects work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 SUMMARY A. Provide coordination of work. 1. The General Contractor shall provide a project supervisor when construction is being performed. 2. Attend a preconstruction conference. 3. Attend once per month meetings and arrange for attendance by the major subcontractors,distribute minutes prepared by the Owner or Architect. 4. Other meetings. B. Change Orders: 1. Coordinate the Change Directive and Change Order process. 2. Prepare Change Orders and implement Change Directives and all changes in the work in connection with the work by the General Contractor and by the General Contractor's subcontractors. C. Coordinate the Submittals process(Section 01300). Review submittals for compliance with the Contract Documents. Coordinate with progress schedule. D. Submit schedule of values. E. Submit schedule of required tests(payment and responsibility). � F. Perform surveys: ffD o 1. Laying out the work and verifying locatioE77 during construction. 2. Final Si ey. �D 1 Z G. Submit Application for Payment procedures: . ' 1. Use AIA form G702,latest edition. 2. Retainage shall be 5%and held up to 60 days after substantial completion. H. Perform quality control during installation. I. Clean and protect the work. J. Obtain anj pay for all required permits and pay all required tie-ins and inspection fees and also including all local building and Labor and Industry permits. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 01100-Procedures,Controls&Payments-1 E. The Contractor shall be fully responsible for coordination of general construction work with that of CSubcontractors for PLUMBING,ELECTRICAL,HEATING AND VENTILATING,and other specialized trades. The Contractor shall investigate,together with the Subcontractors involved,the routing of pipe,ductwork,and conduit with particular attention to interference of structural members, other pipes,ducts,and conduit cuts,headroom conditions,door and window openings and swings, pipe chases,and similar features of the building which may affect installation and proper functioning of such items. F. Changes in design locations which may be necessary in the routing of pipes and ducts,or in the location of any mechanical,electrical or other equipment,shall be anticipated and made prior to installation. Additional compensation will not be allowed for costs incurred as a results of the Contractor's failure to anticipate the necessity for such changes. G. There shall be no change or variation in ceiling height,wall layout,shaft,chase,furring or other dimensions shown of Drawings without the specific written approval of the Architect. H. The Contractor's responsibility for the coordination of all work under the Contract shall be complete, and shall extend to all modifications in the Work,whether or not such modifications entail a change in the Contract Price. Where the Contract Documents allow an optional material or method of performing a portion of the Work,or where the Contractor is ultimately allowed or direct to perform a part of the Work using a substitute material or method,the Contractor shall provide all other coordination and additional work that such change necessitates,without any additional cost to the Owner. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 01040-Project Coordination-2 SECTION 01040-PROJECT COORDINATION � i PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Include General Conditions and applicable parts of Division I as part of this Section. B. Examine all other Sections of the Specifications for requirements which affect work of this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with trades affecting,or affected by work of this section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 RELATED WORK UNDER OTHER SECTIONS A. Section 01015-Project Procedures B. Section 01025-Schedule of Values C. Section 01200-Project Meetings D. Section 01300-Submittals(except as specified herein) E. Section 01500-Temporary Facilities F. Section 01700-Closeout Procedures PART 2-PROJECT COORDINATION 2.01 COORDINATION ' A. The Contractor shall be responsible for the proper fitting of all work and the coordination of the operations of all trades,subcontractors,material and equipment engaged upon the Work. The Contractor shall do or cause Subcontractors to do all cutting,fitting,adjusting and patching necessary to make the several parts of the work come together properly and to fit the Work to receive or be received by that of other contractors. B. The Contractor shall give their personal supervision to the Work or have a competent superintendent on the work at all times during the progress of the Work,with the authority to act for the Contractor. The Contractor shall also provide an adequate staff for the proper coordination and expediting of the Work. C. The General Contractor shall be in charge of the entire Work and shall be responsible for the prompt coordination of all trades,including contractor's own forces and contractor's various subcontractors, as well as the Owner's separate contractors,if they are on the job during the Contractor's operations, and shall become fully familiar with all work required under the Contract. D. Care shall be given to the proper scheduling,delivery,and installation of items to be built into rough construction which will affect the latter portions of the work,such as anchors,piper sleeves,inserts, conduit pipes,lugs,clips,brackets,braces,hangers,bolts,miscellaneous metal,and similar items. These items are not necessarily specified under the trade Section under which they are to be installed. The Contractor shall ascertain that all are properly installed in their correct locations at the proper time,so as to prevent cutting and patching of finished work. Sissman-10 Strong Ave. Project No.2026 Section 01040-Project Coordination-1 2.02 SCHEDULE REQUIREMENTS C A. Submit to the Architect two(2)copies of Schedule of Values within 10 days of receipt of notice to proceed. B. Upon request by the Architect,support values given with data that will substantiate their correctness. C. Submit quantities of designated materials for materials stored on which payment is expected to be made. D. Use Schedule of Values only as basis for Contractor's Application for Payment. 2.03 FORM OF SUBMITTAL A. Submit typewritten Schedule of Values on 8-1/2 by 11 inch white paper. B. Use Table of Contents of the Project Manual as basis for format for listing costs of work for Sections under Division 2 through 16 and identify each line item with number and title of Section. 2.04 PREPARING SCHEDULES OF VALUES A. Itemize separate line item cost for each of the following general cost items: 1. Performance and Payment Bonds. 2. Field Supervision and Layout. 3. Temporary Construction Facilities and Controls B. Itemize separate line item cost for work required by each Section of the Specifications. Sections shall be further subdivided into separate line items under each Section as required by the Architect. C. Break down installed costs into: 1. Delivered cost of product 2. Total installed cost,with overhead and profit. D. For each line item which has installed value of more than$20,000.00,break down costs to list major products or operations under each item. E. Make sum of total costs of all items listed in schedule equal to total Contract Sum. F. Review and Resubmittal: After review by Architect,revise and resubmit Schedules as required. Resubmit revised Schedules in same manner. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 01025-Schedule of Values-2 CSECTION 01025-SCHEDULE OF VALUES PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affect work under this Section whether or not such work is specifically mentioned in this Section. 1.02 RELATED WORK UNDER OTHER SECTIONS A. Section 01015-Project Procedures B. Section 01040-Project Coordination C. Section 01200-Project Meetings D. Section 01300-Submittals(except as specified herein) E. Section 01500-Temporary Facilities F. Section 01700-Closeout Procedures PART 2-SCHEDULES OF VALUES 2.01 SCHEDULE INFORMATION REQUIRED A. Submit Schedule of Values in accordance with requirements of the General Conditions and as further specified herein. B. In preparing the Schedule,each subdivision or classification of the Work shall be identified by code number referring to each individual Section(or Sub-Section where applicable)of the Specifications. C. Attached to the Schedule of Values shall be a list of the names,addresses(and whether individual, partnership or Corporation)of each Subcontractor or Sub-Subcontractor who is to perform all or any part of each subdivision. In the event any Subcontractors,or Sub-Subcontractors are not known at the time said schedule is prepared,an amended or supplementary list containing the names of the Subcontractors and Sub-subcontractors involved and indicating their division of the Work shall be furnished to the Architect as soon as the information is available. A code number for identification on requisitions shall be used to identify the Contractor,each of the Subcontractors and subordinate Subcontractors,and shall be shown in each requisition where any part of the Work performed by the Contractor,such Subcontractor,Sub-Subcontractors or material men is incorporated in the amount of the requisition for which payment is requested. D. The Schedule of Values shall be arranged in vertical columns identified with titles,including Names of Items;Original Amounts,Percent Completed to Date;Previous Payments;Current Requests;and Balance Not Yet Requested. A summary of the total amount due to date and the amount of the five percent retained shall be included in the statement which shall be signed by the General Contractor. A separate sheet shall be included with each requisition showing status of work covered by approved Change Orders. The schedule shall be revised if later found by the Architect to be inaccurate. E. Submit to the Owner with schedule of values and on a monthly basis such schedules of quantities and costs,progress schedules,payrolls,reports,estimates,records,and other data as the Owner may request concerning work performed or to be performed under this Contract. Sissman-10 Strong Ave. Project No.2026 Section 01025-Schedule of Values-1 2.10 CONTRACT CONDITIONS A. This Contract is subject to applicable State and local laws and all amendments thereto. Where any requirements contained herein do not conform to statutes governing the work of this Contract,the statutes shall govern. B. The provisions of the Federal Occupational Safety and Health Act(OSHA)are applicable to this Contract,in addition to all other laws,ordinances,rules,regulations,and orders of any Federal,State or local public authority bearing on the performance of the Work. C. Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and the Contract shall be read and enforced as though it were included herein,and if, through mistake or otherwise,any such provision is not inserted,or is not correctly inserted,then upon application of either party the Contract shall forthwith by physically amended to make such insertion or correction. END OF SECTION c Sissman-10 Strong Ave. Project No.2026 Section 01015-Project Procedures-4 MMW E. Place a qualified electrician in charge of installing and repairing electric and arc welding equipment. 2.06 NOISE CONTROL A. Do not allow radio and electronic entertainment equipment at site at any time. 2.07 DEBRIS CONTROL AND REMOVAL OF RUBBISH A. Ensure that each Subcontractor engaged upon the Work bears full responsibility for cleaning up during and immediately upon completion of their work,and removes all rubbish,waste,tools,equipment,and appurtenances caused by and used in the execution of their work;but this shall in no way be construed to relieve the Contractor of their primary responsibility for maintaining the building and site clean and free of debris,leaving all work in a clean and proper condition satisfactory to the Architect and Owner. B. Do not permit any material to be thrown from the windows of the building or the roof. C. Immediately after unpacking,all packing materials,case lumber,excelsior,wrapping or other rubbish, flammable and otherwise,shall be collected and removed from the building and premises. D. Initiate and maintain a specific program to prevent the accumulation of debris at the construction site,storage and parking areas,or along access roads and haul routes: 1. Provide containers for deposit of debris and schedule periodic collection and disposal of debris as specified in CLOSEOUT PROCEDURES Section.. r 2. Prohibit overloading of trucks to prevent spillage on access and haul routes. ` 2.08 POLLUTION CONTROL A. Provide methods,means and facilities required to prevent contamination of soil,water or atmosphere by the discharge of noxious substances from construction operations. B. Provide equipment and personnel,perform emergency measures required to contain any spillages,and to remove contaminated earth off site and replace with suitable uncontaminated compacted fill and topsoil. C. Take special measures to prevent harmful substances from entering public waters. Prevent disposal of wastes, effluents,chemicals,or other such substances adjacent to streams or in sanitary or storm sewers. D. Provide systems for control of atmospheric pollutants. Prevent toxic concentrations of chemicals. Prevent harmful dispersal of pollutants into the atmosphere. 2.09 CONSTRUCTION DOCUMENTS A. The Contractor shall be entitled to receive,without additional charge,six(6)complete sets of the Contract Documents,including Drawings and Specifications. B. Extra sets returned by bidders and not required for other purposes,as determined by the Architect,will be made available to the Contractor for the Work. Sissman-10 Strong Ave. Project No.2026 Section 01015-Project Procedures-3 2.02 CONTRACTOR'S USE OF PREMISES A. Parking of Contractor's vehicles and those of the subcontractors shall be discussed at the pre-construction meeting. There is no land on the site to park and it will be the contractor's responsibility to park elsewhere. B. Contractor shall be responsible for adequate site drainage during the entire construction period and shall use any appropriate temporary means which does not adversely affect construction progress or abutting property. C. Contractor shall take all necessary safety precautions and maintain an adequate level of fire protection at all times. 2.03 EXISTING UTILITIES A. Immediately repair any active existing utility lines(cables,conduit,ducts,and piping),damaged during the course of construction,except where such lines are to be abandoned. Protect and maintain such active existing utilities in use,until relocation of same has been completed or utilities have been cut,capped,or prepared for new service connections,as applicable. Perform such repair and protection work at no additional cost to the Owner. B. The Owner will cooperate and assist the Contractor in locating and identifying underground utilities. Contractor shall cooperate and participate in"Dig Safe"programs,notifying proper authorities before proceeding. 2.04 ACCIDENT PREVENTION A. Comply with all Federal,State,and municipal recommendations and requirements for safety and accident prevention,those of the Associated General Contractors of America and the American National Standards Institute(ANSI Standard A 10.2). Conduct regular,frequent inspections of the site for compliance with safety regulations. B. Neither the Owner nor the Architect shall be responsible for providing a safe working place for the Contractor, Subcontractors,or their employees,or any individual responsible to them for the Work. 2.05 WELDING AND CUTTING A. Where electric or gas welding or cutting work is done above or within ten(10)feet of combustible material or above space that may be occupied by persons,use interposed shields of incombustible material to protect against fire damage or injury due to sparks and hot metal. B. Place tanks supplying gases for gas welding or cutting at no greater distance from the work than is necessary for safety,securely fastened and maintained in an upright position where practicable. Such tanks,when stored for use,shall be remote from any combustible material and free from exposure to the rays of the sun or high temperatures. C. Maintain suitable fire extinguishing equipment near all welding and cutting operations. When operations cease for the noon hour or at the end of the day,thoroughly wet down the surroundings adjacent to welding and cutting operations. D. Station a worker equipped with suitable fire extinguishing equipment near welding and cutting operations to see that sparks do no lodge in floor cracks or pass through floor or wall openings or ledge in any combustible material. Keep the workman at the source of work which offers special hazards for thirty(30)minutes after the job is completed to make sure that smouldering fires have not been started. Sissman-10 Strong Ave. Project No.2026 Section 01015-Project Procedures-2 CSECTION 01015-PROJECT PROCEDURES 1 PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Include General Conditions and applicable parts of Division 1 as part of this Section. B. Examine all other Sections of the Specifications for requirements which affect work of this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with trades affecting,or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. 1.02 RELATED WORK UNDER OTHER SECTIONS A. Section 01025-Schedule of Values B. Section 01040-Project Coordination C. Section 01045-Cutting and Patching D. Section 01200-Project Meetings E. Section 01300-Submittals(except as specified herein) F. Section 01500-Temporary Facilities G. Section 01700-Closeout Procedures PART 2-PROJECT PROCEDURES 2.01 CONDUCT OF WORK A. The Contract Site shall be as shown on Drawings,and shall include the entire area bound by the"Contract Limit"or"Limit of Work"lines as well as all areas outside of the limit of Work Lines when required for performance of work under this Contract. B. Any street,paving,curb and/or sidewalk damaged as the result of work under this Contract,whether within or outside the limits of the Work,shall be repaired and/or replaced with new matching construction by the Contractor at their expense and in a manner satisfactory to the Architect and authorities having jurisdiction. C. Where existing curbs or walks are to remain,or after new curbs or walks are constructed and trucking is required over them,they shall be suitably protected in an approved manner. D. Trenching and other work outside construction limits shall be expedited to fullest extent and carried out with minimum of inconvenience to normal operations of Owner and public traffic. Walks,paved or landscaped areas over which temporary driveways cross shall,upon completion of the work,be restored to their original condition with new construction. Temporary roadways shall be bridged over trenched areas. E. Reference Documents: Throughout the Specifications,reference is made to standard specifications and other documents,which by such reference are made a part of the Project Specifications. Whenever a standard specification is incorporated into the Project Specifications,the Contractor shall maintain an up-to-date copy of such specification at the job site while all such work is in progress. F. Building Permit: The General Contractor shall obtain and pay for all building and other permits required as specified elsewhere in the Contract Documents including local building and Labor and Industries permits. The General Contractor shall also pay for all required tie-ins and inspection fees. Sissman-10 Strong Ave. Project No.2026 Section 01015-Project Procedures-1 ARTICLE 14: TERMINATION. OF THE CONTRACT 14. 1.1 Delete subparagraphs 14. 1.1.4 and 14. 1.1.5, 14. 2 Change Paragraph 14.2 to read as follows: 14. 2 TERMINATION BY THE OWNER If the Contractor is adjudged a bankrupt, or if the Contractor makes a general assignment for the benefit of the Contractor ' s creditors, or if a receiver is appointed on account of the Contractor 's insolvency, or if the Contractor persistently or repeatedly refuses or fails, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if the Contractor fails to make prompt payment to Subcontractors for materials or labor , or persistently disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction or disregards an instruction, order or decision of the Architect, or otherwise is guilty of a substantial violation of any provision of the- Contract, then the' Contractor shall be in default, and the Owner may, without prejudice to any other right or remedy and upon written notice to the Contractor, take possession of all materials, tools, appliances, equipment, construction 'equipment and machinery and vehicles, offices and other facilities on the Project site, and all materials intended for the Work, wherever stored, and, seven (7) days after such notice, may terminate the employment of the Contractor, accept assignment of any or all subcontracts pursuant to Paragraph 5.4, and finish the Work by whatever method the Owner may deem expedient. The Owner shall be entitled to collect from the Contractor all direct, indirect, and consequential damages suffered by the Owner on account of the Contractor ' s default, including without limitation additional services and expenses of the Architect made necessary thereby. The Owner shall be entitled to hold all amounts due the Contractor at the date of termination until all of the Owner 's damages have been established, and to apply such amounts to such damages. 14. 3 Delete Paragraph 14 . 3 ir SUPPLEMENTARY GENERAL CONDITIONS - PART .I 00810- 34 ;4 j correction. Rejected workmanship shall be satisfactorily replaced with new and proper material, and rejected material promptly removed from the premises. If ~the Contactor fails to proceed at once with the replacement of rejected material and/or- the correction of defective workmanship, the Owner may by contract or otherwise replace .such material and/or correct such workmanship and charge the cost to the Contractor or may terminate the right of the Contractor to proceed, the Contractor and Surety being liable for any damage to the same extent as provided. 13.5. 8 The Contractor shall furnish promptly, without additional charge, all reasonable facilities, labor and materials necessary for safe and convenient inspection and tests that may be required by the Architect. All inspections and tests shall be performed in such manner as not to unnecessarily delay the Work. Special, full-size and performance tests shall be as described in the Contract Documents. , 13.5.9 The Contractor shall keep the Architect informed of the progress of the Work. No work shall be closed or covered until it has been duly inspected and approved. Should uninspected work be covered,. the 'Contractor shall, at his own expense, uncover all such work so that it can be properly inspected and after such inspection, he shall properly repair and replace all work interfered with. 13.7 Delete Paragraph 13.7. 13. 8 Add new Paragraph 13 .8. 13 .8 LIMITATION OF LIABILITY 13.8. 1 The Owner shall be liable only to the extent of its interest in the Project; and no officer, director , partner, agent or employee of the Owner (or any partner, of a partner or any agent or employee of a partner) shall ever be personally or individually liable with respect to this Contract or the Work. Each Subcontract shall include the foregoing limitation, which shall be effective if the Owner ever succeeds to the Contractor ' s rights and obligations -under a Subcontract. A SUPPLEMENTARY GENERAL CONDITIONS .- -PART I -00810-33 CExcept as hereinafter provided, neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other , nor shall the Contractor assign any moneys due or to become due to him hereunder, without the previous written consent of the Owner. The Owner may assign the Contract to any institutional lender providing construction or permanent financing for the Project or to any person acquiring the Owner 's interest in the Project, and the Contractor agrees to execute all consents, certificates, and other documents required by such lender or other person in connection with such assignment. 13 . 2. 2 Add new subparagraph 13..2.2 as follows: 13 .2. 2 If the Owner conveys its interest in the Project to a third party, any rights which the Owner may have against the Contractor arising from this Agreement including without limitation Claims under Article 12 or Claims which, under the terms of subparagraph 4. 3 .5 , are reserved to the Owner after the making and acceptance of final payment, shall automatically transfer to such third party. 13 .5.4 Change subparagraph 13.5.4 to read as follows: 13 .5.4 The Contractor shall obtain and deliver promptly to the Architect any occupancy permit and any certificates of final inspection of any part of the Contactor ' s work and operating permits for any mechanical apparatus, such as elevators, escalators, boilers, air compressors, etc. , which may be required by law to permit full use and occupancy of the premises by the Owner . Receipt of such permits or certificates by the Architect shall be a condition precedent to Substantial Completion of the Work. 13 .5.5 Delete subparagraph 13.5.5. 13 .5.6 After this subparagraph, add this following: 13 .5.7 All material and workmanship shall be subject to inspection, examination, and test by the Architect at any and all times during manufacture and/or construction and at any and all places where such manufacture and/or construction are carried on. The Architect shall have the right to reject defective material and workmanship or require its SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-32 endorsements that are subsequently issued amending limits of coverage. 11.3. 1 Delete the following words from the first sentence of subparagraph 11.3.1 "without voluntary deductibles. " 11.3.1 Change subparagraph 11. 3.1»4 to read as follows: 11.3.1.4 Property insurance for portions of the Work stored off site and in transit shall be procured and the cost borne by the Contractor, unless otherwise provided in the Contract Documents. 11.3 . 3 Add the following to the end of the last sentence of subparagraph 11. 3 . 3: " to the extent covered and paid by insurance under this subparagraph 11.3 . 3 . " 11. 3.4 Delete the last eight words of subparagraph 11.3.4 and substitute the following: "borne by the Contractor. " 11. 3.9 Add the following to the end of the first sentence of subparagraph 11. 3 .9: "all subject to the requirements, if any, of the Owner's construction and/or permanent lender. " Delete the last sentence of subparagraph 11.3. 9. 11.3. 11 Delete subparagraph 11. 3. 11. ARTICLE 12: UNCOVERING AND CORRECTION OF WORK 12.2. 1 Add at the end of subparagraph 12.2. 1: "and any cost, 'loss, or damages to the Owner resulting from such failure or defect. " ARTICLE 13: MISCELLANEOUS PROVISIONS 13. 2. 1 Replace the second sentence of subparagraph 13.2. 1 with the following: 1 SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810- 31 c 10.2.10 The Contractor shall remove snow and ice which might result in damage or delay. 10. 2. 11 During the progress of the Work and at all times prior to the date of Substantial Completion or occupancy of the Work by the Owner, whichever is earlier, the Contractor shall provide temporary heat, ventilation, and enclosure, adequate to permit the Work to proceed in a timely fashion, and to prevent damage to completed work or work in progress, or to materials stored on the premises. ARTICLE 11: INSURANCE AND BONDS 11. 1. 1 In the first sentence of subparagraph 11. 1. 1 following the word "located" insert the words "and to which the Owner has no reasonable objection" . 11. 1. 2 Change subparagraph 11.1.2 to read as follows: 11. 1.2 The insurance required by subparagraph 11. 1. 1 shall include all major divisions of coverage, and shall be on a comprehenisve general basis including Premises and Operations (including X-C-U) , Owner ' s and Contractor' s Protective, Products and Completed Operations, and Owned, Nonowned, and Hired Motor Vehicles. Such insurance shall be written for not less than any limits of liability required by law or those set forth in the Contract Documents, whichever is greater. All insurance shall be written on an occurrence basis, unless the Owner approves in writing coverage on a claims-made basis. Coverages, whether written on an occurrence or claims-made basis,. shall be maintained without interruption from date of commencement of the Work until date of final payment and termination of any coverage required to be maintained after final payment. The Owner shall be added as an Additional Insured on all policies. 11. 1.3 Add the following at the end of the second sentence of subparagraph 11.1. 3 : These certificates shall set forth evidence of all coverage required by 11. 1. 1 and 11. 1.2. The form of certificate shall be AIA document G705. The Contractor shall furnish to the Owner copies of any SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-30 10. 2. 1 In subparagraph 10.2.1..2, delete the word "and" at . the end of the subparagraph. 10.2. 1 In subparagraph 10.2.1. 3, add the word "and" to the end of the subparagraph. 10.2.1 Add new subparagraph 10.2.1.4 as follows: .4 any other property of the Owner, whether or not forming part of the Work, located at the site or adjacent thereto in areas to which the. Contractor has access. 10.2.5 Replace subparagraph 10. 2.5 with the following: The Contractor shall promptly remedy damange and loss to property referred to in clauses 10. 2. 1.2, 10.2.1.3 and 10.2.1.4. If the damage or loss is due in whole or in part to the Contractor 's failure to take the precautions required by this Paragraph 10. 2, the Contractor shall, subject to any reimbursement to which the Contractor is entitled under property insurance required by the Contract Documents, bear the cost. 10. 2.8- 10.2.11 Add new subparagraphs 10. 2.8 through 10.2.11 as follows: 10. 2. 8 The Contractor shall provide and maintain in good operating condition suitable and adequate fire protection equipment and services, and shall comply with all reasonable recommendations regarding fire protection made by the representatives of the fire insurance company carrying insurance on the Work and by the local fire chief or fire material. The area within the site limits shall be kept orderly and clean, and all combustible rubbish shall be promptly removed from the site. 10.2. 9 The Contractor shall at all times protect excavations, trenches, buildings and materials, from rain water , ground water , backup or leakage of sewers, drains and other piping, and from water of any other origin and shall remove promptly any accumulation of water. The Contactor shall provide and operate all pumps, piping and other equipment necessary to this end. SUPPLEMENTARY GENERAL CONDITIONS - .PART I 00810- 29 c _ conditions have been met, the Architect will then prepare a Certificate of Substantial Completion, - using AIA form G704, current edition, which shall establish the Date of Substantial Completion, shall state the responsibilities of the Owner and the Contractor for security, maintenance, heat, utilities, damage to the Work, and insurance, and shall fix the time within which the Contractor shall complete the items listed therein. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of the responsibilities assigned to them in such Certificate. 9.9. 1 Change subparagraph 9.9. 1 to read as follows: 9. 9. 1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage. Such partial occupancy or' use may begin whether or not the portion is substantially complete, provided that the respective responsibilities of the Owner and Contractor with respect to payments, retainage, if any, security, maintenance, heat, utilities, damage to the Work, insurance, correction of the Work, and warranties shall be established by agreement of the Owner and Contractor or, absent such agreement, shall be determined by the Architect subject to the right of either party to contest such determination as provided in Paragraph 4.5. 9 . 10. 2 Replace the second sentence of subparagraphs 9. 10.2 with the following: If the Contractor fails to furnish such releases or waivers as the Owner reasonably requires to satisfy the Owner that there are no outstanding liens, the Owner may require the Contractor, as a condition of final payment and at the Contractor 's expense, to furnish a bond satisfactory to the Owner to indemnify the Owner against any such liens. ARTICLE 10: PROTECTION OF PERSONS AND PROPERTY 10. 1.2- 10,1,4 Delete subparagraphs 10.1.2, 10.1.3, and 10.1.4. SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-28 .9 failure of mechanical trade or electrical trade subcontractors to comply with mandatory requirements for maintaining record drawings. The Contractor shall check record drawings each month. Written confirmation that the record drawings are current will be required by the Architect before approval of the Contractor 's monthly payment requisition. 9.6.3 Delete subparagraph 9.6.3. 9.6.4 Change subparagraph 9.6.4 to read as follows: 9.6.4 Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor , Sub-subcontractor or material supplier, except as otherwise provided by law. 9.6.5 Delete subparagraph 9.6.5. 9. 7. 1 Delete the words "or awarded by arbitration" from line 6 of subparagraph .9.7.1. 9. 8.1 Add at the end of subparagraph 9.8.1: "and only minor items which can be corrected or completed without any material interference with the Owner 's use of the Work remain to be corrected or completed" . 9. 8. 2 Replace subparagraph 9. 8.2 with the following: When the Contractor considers that the Work, or a portion thereof designated in the Contract Documents for separate completion, is substantially complete and the premises comply with subparagraph 9.8.1, the Contractor shall submit to the Architect (1) a complete list of items to be completed or corrected, (2) all special warranties required by the Contract Documents, endorsed by the Architect and (3) the permits and certificates referred to in subparagraph 13. 5.4. The failure to include any items on the list,mentioned in the preceding sentence does not alter the responsibility of the Contractor to complete all work in accordance with the Contract Documents. When the Architect on the basis of an inspection determines that the Work or designated portion thereof is substantially complete and the other SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-27 "The Contractor shall reimburse the Owner for any loss or damage to such unincoporated materials or equipment not covered by insurance. " 9. 3 . 3 Change subparagraph 9.3. 3 to read as follows: 9.3 .3 The Contractor warrants that title to all work covered by an Application for Payment will pass to the Owner either by incorporation in the construction or upon the receipt of payment by the Contractor, whichever occurs first, free and clear of all liens, claims, security interests or encumbrances, hereinafter referred to in this Article 9 as "liens. " - The Contractor further agrees that the submission of any Application for Payment shall conclusively be deemed to waive all liens with respect to said work to which the Contractor may then be entitled, provided that such waiver of the lien rights shall not waive the Contractor ' s right to payment for such work. 9. 3 .4 Add new subparagraph 9. 3 .4 as follows: 9. 3.4 Each Application for Payment or periodic estimate requesting payment shall be accompanied at the Owner ' s option by (i) a waiver of liens from each Subcontractor or (ii) a certificate from each Subcontractor stating that the Subcontractor has been paid all amounts due the Subcontractor on the basis of the previous periodic payment to the Contractor, or else stating the amount not so paid and the reason for the discrepancy. In the event of any such discrepancy, the Contractor shall furnish the Contractor 's own written explanation to the Owner through the Architect. Such waiver or certificate shall be in a form acceptable to the Owner. 9.5.1 In subparagraph 9.5.1, change item .6 and add new items as follows: .6 reasonable evidence that the Work will not be completed within the Contract Time and that retainage currently held by the Owner would not be adequate to cover actual or liquidated damage for the anticipated delay; .8 a lien or atttachment is filed contrary to subparagraph 4.5.9; or SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-26 Cincrease in the Contract Sum on account of any additional costs of operations or conditions resulting therefrom. 8.3.5 The Contractor shall have no claim for damages of any kind against the Owner or the- .Architect on account of any delay in the commencement of the Work and/or any delay or suspension of any portion of the Work, whether such delay is caused by the Owner, the Architect, or otherrwise. The Contractor 's sole remedy for any such delay and/or suspension shall be an extension of time as provided in this Article. ARTICLE 9: PAYMENTS AND COMPLETION 9.1. 1 In subparagraph 9.1. 1, change "total" in line two to "maximum. " 9. 2. 1 Add at the end of the first sentence of subparagraph 9 .2. 1: "and shall be revised if later found by the Architect to be inaccurate. " 9 . 3 . 1 Delete the first twelve words of the first sentence of subparagraph 9.3 .1 and substitute the following: "At the time or times established in the Agreement" . After the first sentence of subparagraph 9.3. 1, add: "The format and number of copies of such Applications for Payment shall be as directed by the Architect. A preliminary Application for Payment shall be submitted to the Architect for prior approval fifteen (15) days before the date set for submittal of the formal Application for Payment. Applications for Payment which have not had proper review and approval by the Architect will be rejected. " 9 . 3. 1. 1 Add to the end of subparagraph 9.3 . 1.1: "when such Construction Change Directives have set forth an adjustment to the Contract Sum. " 9. 3 . 2 Add the following sentence at the end of subparagraph 9. 3 . 2: SUPPLEMENTARY GENERAL CONDITIONS ­PART I 00810-25 << or Y 8. 2.9 If the Architect has determined that the Contractor should be permitted to extend the time for completion as provided in Paragraph 8.3, the calendar dates in the Progress Schedule shall be adjusted accordingly to retain their same relationship to the adjusted date of Substantial Completion, and the dollar value of work to be completed as of the first of each month shall be adjusted prorata. 8.2.10 If the Contractor fails to submit any Application for Payment in any month, the Architect shall, for the purpose of this evaluation of progress, certify separately to the actual value of the Work in place completed as of the first of the month to the best of the Architect' s knowledge. 8. 2. 11 Nothing herein shall. limit the Owner ' s right to liquidated or other damages for delays by the Contractor or to any other remedy which the Owner may possess under other provisions of the Contract Documents or by law. 8. 3 . 1 In subparagraph 8. 3.1, change "other causes beyond the Contractor ' s control" to read "other causes (except weather) beyond the Contractor ' s control" . Delte the words "pending arbitration" in line seven. Delete the words "Change Order" in line 9 and substitute "Construction Change Directive. " 8. 3 . 3- 8. 3 .5 Change subparagraph 8.3 . 3 and add new subparagraphs 8.3 .4, and 8.3 .5, as follows: 8.3 .3 No claim for delay shall be allowed on account of failure of the Architect to furnish Drawings, Specifications or instructions or to return Shop Drawings or Samples until 15 days after receipt by the Architect by registered or certified mail of written demand for such instructions, Drawings, or Samples, and not then unless such claim be reasonable. 8. 3 .4 No extension of time shall be granted because of seasonal or abnormal variations in temperature, humidity or precipitation, which conditions shall be wholly at the risk of the Contractor, whether occurring within the time originally scheduled for completion or within the period of any extension granted. There shall be no SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-24 f Completion. All calculations shall be on the basis of work in place, but not inlluding the value of materials delivered but not in place. 8.2.5 The Progress Schedule shall -be based on an orderly progression of the Work, allowing adequate time for each operation (including adequate time for submission and review of submittals) , and leading to a reasonable certaintly of Substantial Completion by the date established in the Agreement. The Progress Schedule will be reviewed by the Architect for compliance with the requirements of this Article and will be accepted by the Architect or returned to the Contractor for revision and resubmittal. Unless specifically required by law, no payment under this Contract shall be due until the Progress Schedule has been approved by the Architect. 8. 2. 6 The Contractor shall bring the Progress Schedule up to date at the end of each month showing all work performed during the month and shall deliver to the Architect five (5) copies of { the revised schedule together with the monthly application for payment. Submission of the updated progress schedule shall be a condition precedent to each progresss payment. The Contractor shall furnish sufficient forces,construction plant and equipment to carry out the Work in accordance with the approved progress schedule. 8. 2. 7 If in any Application for Payment the total value of the completed Work in place, as certified by the Architect, is less than 90% of the total value of the Work in place estimated in the Progress Schedule, the Owner may, at the Owner 's option, require the Contractor to accelerate the progress of the Work without cost to the Owner by increasing the work force or hours of work, or by other reasonable means approved by the Architect. 8. 2. 8 If each of three successive applications, as certified by the Architect, indicate that the actual Work completed is less than 90% of the values estimated in the .Progress Schedule to be completed by the respective dates, the Owner may at the Owner ' s option, treat the Contractor 's delinquency as a default justifying the action permitted under Paragraph 14. 2. SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-23 other methods stated in 7.3. 4.1. If the Owner elects to determine the Cost of the change work by unit prices and the nature of the work is such that its extent cannot readily be measured after the completion 'of such work or any subsequent work, the Contractor shall keep daily records, available at all times to the Architect for inspection, of the actual 'quantities of such work put in place, and delivery receipts or other adequate evidence, acceptable to the Architect, indicating the quantities of materials delivered to the site for use in such unit price work, and disinguishing such from other similar material delivered for use in work included in the base Contract Sum. If so required by the Architect, materials for use in unit price work shall be stored apart from all other materials on the Project. 7. 3 .4. 3 If the Owner elects to determine the cost of the work as provided in methods (c) or (d) of subparagraph 7. 3 .4.1 or if the method of determining the cost has not been established before the work is begun, the Contractor shall keep detailed daily records of labor and materials costs applicable to the work. 7.3 .4 Renumber former subparagraph 7. 3 .4 as 7. 3.5. In the last line, delete the words "Contract Sum or" . 7.3 .5 Renumber former subparagraph 7. 3.5 as 7. 3 . 6. 7. 3 . 6- 7. 3. 9 Delete former subparagraph 7.3.6 and subparagraphs 7. 3 . 7 and 7. 3 . 9. ARTICLE 8: TIME 8.2.2 Delete subparagraph 8. 2. 2. 8. 2.4- 8.2.10 Add new subparagraphs 8. 2.4 through 8.2. 10 as follows: 8. 2.4 Within six (6) weeks after execution of the Contract, the Contractor shall submit to the Architect a Progress Schedule showing for each class of work included in the Schedule of Values, the percentage completion to be obtained and the total dollar value of work to be completed as of 4 the first of each month until. Substantial SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-22 Sub-subcontractor for performing the work covered by the change, including actual payments for materials, equipment rentals, expendable items, wages and associated benefits to workmen and to supervisors employed full time at the site, insurance, bonds and other provable direct costs, but not including any administrative, accounting or expediting costs, or other indirect or overhead costs, or any wages or benefits of supervisory personnel not assigned full time to the site, or any amount for profit or fee to the Contractor, Subcontractor and Sub-subcontractor. "Percentage" shall mean an allowance to be added to or subtracted from the cost in lieu of overhead and profit and of any other expense which is not included in the Cost of the Work covered by the change, as defined above. Percentage for a Sub-subcontractor shall be 15% of any net increase or descrease of Cost of any work performed by the Sub-subcontractor 's own forces plus 7 1/2% of any aggregate net increase in Cost of any work performed for the Sub-subcontractor by other contractors. Percentage for a Subcontractor shall be 15% of any net increase or decrease of cost of any work performed by the Subcontractor 's own \f forces plus 7-1/2% of any aggregate net increase in the Cost of work performed for the subcontractor by sub-subcontractors. Percentage for the General Contractor shall be 15% of any net increase or decrease in the Cost of any work performed by the Contractor 's own forces plus 7-1/2% aggregate net increase in the Cost of any work performed for the Contractor by Subcontractors. When in the reasonable judgement of the Architect a series of Construction Change Directives or Change Orders effect a single change, Percentage shall be calculated on the cumulative net increase or descrease in Cost, if any. 7. 3 .4. 2 If the Owner elects to determine the cost of the Work as provided in method (a) using unit prices stated in the Contract ,Documents or subsequently agreed upon, the unit prices shall be subject to subparagraph 7,. 1.4. Notwithstanding the inclusion of unit prices in the Contract Documents, it shall be the Owner' s option to require the Cost of any given change to be determined by one of the Nr SUPPLEMENTARY GENERAL CONDITIONS -- PART I 00810-21 all other costs chargeable under the terms of this Article. Unit labor costs for the installation of each item of materials shall be shown if required by the Architect. The Contractor shall promptly- revise and resubmit such estimate if the Architect determines that it is not in compliance with the requirements of this Article, or that it contains errors -of facts or mathematical errors. If required by the Architect, in order to establish the exact cost of new work added or of previously required work omitted, the Contractor shall obtain and furnish to the Architect bona fide proposals from recognized suppliers for furnishing any material included in such work. Such estimates shall be furnished promptly so as to occasion no delay in the Work, and shall be furnished "at the Contractor 's expense. The Contractor shall state in the estimate any extension of time required for the completion of the Work if the change or extra work is ordered. Renumber former subparagraph 7. 3 .3 as 7. 3 .4 and make the following changes: 7. 3.4. 1 If the Construction Change Directive provides for an adjustment to the Contract Sum, the �+ adjustment shall be based on one of the following methods, as selected by the Owner. (a) By unit prices stated in the Contract Documents or otherwise mutually agreed upon. (b) By Cost and Percentages estimated by the Contractor as provided in subparagraph 7.3.3 and accepted by the Owner; the Contractor ' s estimate shall become a fixed price which shall not be changed by any variation in the actual cost of executing the work covered by the change. (c) By actual Cost determined after the work covered by the change is completed, plus Percentage. (d) By submission to arbitration or a court, which shall determine the fair value of the work covered by the change. As used in this paragraph, "Cost" shall; mean the estimated or actual net increase or decrease in cost to the Contractor, Subcontractor, or SUPPLEMENTARY GENERAL CONDITIONS - PART 1 00810-20 The form of each subcontract shall be submitted to the Owner for its approval, which shall not be unreasonably withheld or delayed. Each subcontract shall expressly provide for the contingent assignment referred to in subparagraph 5.4.1. 5. 3.1 Add at the end of the first sentence of subparagraph 5.3.1: - "including without limitation the obligations set forth in subparagraph 3.18.4. " 5.4.2 Delete subparagraph 5.4.2. ARTICLE 6: CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 6.1.4 Delete suparagraph 6.1.4. 6.2.4 Add the following at the end of subparagraph 6.2.4: "If such separate contractor sues or initiates an arbitration proceeding against the Owner on account of any damage alleged to have been caused by the Contractor , the Owner shall notify the Contractor , who shall defend such proceedings at the Owner's expense, and if any judgment or award against the Owner arises therefrom the Contractor shall pay or satisfy it and shall reimburse the Owner for all attorneys' fees and court or arbitration costs which the Owner has incurred. " . 6.2.5 Delete subparagraph 6.2.5. ARTICLE 7: CHANGES IN THE WORK 7. 2. 2 Delete subparagraph 7.2. 2. 7.2.3 Add the following as new subparagraph 7.3. 3 : 7. 3. 3 Upon request of the Owner or the Architect, the Contractor shall without cost to the Owner submit to the Architect, in such form as the Architect may require, an accurate written estimate of the cost of any proposed extra work or change. The estimate shall indicate the quantity and unit cost of each item of materials, and the number of hours of work and hourly rate for each class of labor , as well as the description and amounts of - P T I 00810-19 .SUPPLEMENTARY GENERAL CONDITIONS AR C4.5.4.2 A demand for arbitration shall be made within the time limits specified in subparagraphs 4.5.4 and 4.5.4. 1, as applicable, and in no event shall be made after the date when the institution of legal or equitable proceedings based on such Claim would be barred by the applicable statue of limitations. 4.5. 8 Add a new subparagraph 4.5.8 as follows: 4.5.8 Notwithstanding any provision contained in this Paragraph 4.5 or elsewhere in the Contract Documents, the Owner reserves the following rights in connection with Claims and disputes between the Owner and the Contractor: . 1 the right to institute legal action- against the Contractor in any court of competent jurisdiction in lieu of demand arbitration pursuant to this Paragraph 4.5 , in which case the dispute or disputes which are the subject of such action shall be decided by such court, and not by arbitration. . 2 the right to obtain from any court of competent jurisdiction a stay of any arbitration instituted by the Contractor,. provided that the application for such stay is made before the appointment of the neutral arbitrator in such arbitration, in which case the dispute or disputes which are the subject of such arbitration shall be decided by such court, and not by arbitration; . 3 the right to require the Contractor to join as a party in any arbitration between the Owner and the Architect relating to the Project, in which case the Contractor agrees to be bound by the decision of the arbitrator or arbitrators in such arbitration. In case the Owner elects to proceed in accordance with 4.5. 8. 1 or 4.5. 8. 2 above, the word "litigation" shall be deemed to replace the word "arbitration" wherever the latter word appears in the Contract Documents. ARTICLE 5: SUBCONTRACTORS 5. 2.5 Add new subparagraph 5.2. 5 as follows: SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-18 �_ arbitrators shall act as the administrator of the arbitration but the Construction Industry Arbitration Rules of the Association shall nonetheless govern all aspects of the proceeding, including the enforcement of any award, providing however , that the arbitration panel shall have all of the powers and duties conferred on the Association pursuant to said rules. In addition, the following rules shall govern the selection of arbitrators and the proceedings: 4.5.2.1 Neither party may appoint as arbitrator an employee or an owner of that party, nor the parent, spouse or child of an employee or owner of that party. 4.5. 2. 2 After the neutral arbitrator has been appointed, neither party may engage in ex parte communication with the arbitrator appointed by that party. 4.5.4 Change subparagraph 4. 5.4 to read as follows: 4. 5.4 Demand for arbitration of any Claim arising prior to final payment or the earlier termination of the Contract may not be made before the earlier of (1) the date on which the Architect has rendered a written decision on the Claim or has notified the parties in writing that such deciswion will not be rendered, or (2) forty-five days following receipt by the Architect of a written request for a decision sent by registered or certified mail to both the Architect and the other party to this Contract. 4.5.4.1 Change subparagraph 4.5.4. 1 to read as follows: 4.5.4.1 When a written decision of the Architect states that the decision is final, any demand for arbitration of the matter covered by such decision must be made within thirty days after the date on which the party making the demand receives such decision, and the failure to demand arbitration within said thirty day period will result in the Architect's decision becoming final and binding upon the Owner and the Contractor. 4. 5.4. 2 Change subparagraph 4.5.4.2 to read as follows: SUPPLEMENTARY GENERAL CONDITIONS —PART 1 00810-17 proceed regardless of his disposition of such Claim, the Architect shall issue to the Contractor a written order to proceed. The Contractor shall proceed as instructed, and all rights of both parties with respect to such Claim shall be deemed to have been reserved. 4.5. 1 Insert the following in line 8 of the first sentence of subparagraph 4.5.1 following the words "relating to aesthetic effect" : "subject to the provisions of subparagraph 4.5. 8. " Delete the remainder of the first sentence and the rest of subparagraph 4.5.1, and substitute the following: In any such arbitration in which the amount stated in the demand is $100,000 or less, the American Arbitration Association shall appoint a single arbitrator in accordance with such Rules, who shall be a lawyer in a private law firm with ten or more partners. In any such arbitration in which the amount stated in the demand is in excess of $100,000, the demand shall include the name of an arbitrator appointed by the claimant. The respondent shall appoint a second arbitrator, and shall notify the claimant in writing of such appointment, within thirty days of receipt of the demand, failing which the matter shall be decided by the arbitrator named in the claimant' s demand. Within thirty days after the claimant' s receipt of notice of the appointment of the second arbitrator, the two arbitrators shall appoint a neutral arbitrator and shall notify the parties in writing of such appointment, failing which either party may apply to the American Arbitration Association to appoint such neutral arbitrator. If such neutral arbitrator is appointed by the American Arbitration Association, he or she .shall be a lawyer in a private law firm with ten or more partners. 4.5.2 Delete subparagraph 4.5. 2 and substitute the following: 4.5. 2 Rules for Arbitration. If the neutral arbitrator is appointed by the American Arbitration Association, the said Association shall administer the arbitration and its Construction Industry Arbitration Rules shall govern all aspects of the proceeding including the enforcement of any award. If the neutral arbitrator is not appointed by the American Arbitration Association then the panel of SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-16 by Drawings, or otherwise, involve extra cost or time, and the Contractor has not received a written acknowledgement by the Owner or Architect that extra payment will be made or time extended on account thereof, the Contractor shall promptly so notify the Architect in writing of such Claim and shall not proceed with the Work relating to such Claim until the Contractor has received a further written order to proceed in accordance with Paragraph 4.4 except, as provided in Paragraph 10.3 , in the case of an emergency affecting life or property. No Claim by the Contractor on account of such acts, omissions, instructions or orders shall be valid unless the Contractor has so notified the Architect, before proceeding, and has received the further written order to proceed. 4 . 3 . 8.1 Delete the second sentence of subparagraph 4.3 .8.1 and substitute the following: The Contractor shall have the burden of demonstrating the effect of the claimed delay on the Contract Time, and shall furnish the Architect with such documentation relating thereto as the Architect may reasonably require. Estimates of extension of time shall be accompanied by a schedule showing how the critical path has been affected. 4. 3 . 8. 2 Delete subparagraph 4. 3 .8.2. 4.4 Replace Paragraph 4.4 with the following: 4.4 REVIEW OF CLAIMS BY ARCHITECT 4.4. 1 The Architect shall review Claims and may (1) defer any action with respect to all or any part of a Claim and request additional information from either party: (2) decline to render a decision for any reason which he deems appropriate (including but not limited to the fact that the Claim involves allegations of fault on the part of the Architect) ; or (3) render a decision on all or a part of the Claim. The Architect shall nofity- the parties in writing of his disposition of such Claim. If the Architect renders a decision or declines to render a decision, either party may proceed in accordance with Paragraph 4. 5. If the Architect decides that the Work relating to such Claim should SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-15 referred initially to the Architect for action as provided in Paragraph 4.4. 4. 3. 3 Revise the last sentence of subparagraph 4. 3. 3 to read as follows: Any change or addition to a previously made Claim shall be made by timely written notice in accordance with this subparagraph 4.3.3. 4. 3. 5 Add the following to the end of the subparagraph 4. 3.5: Any Claim which has not been waived in accordance with this subparagraph shall be deemed to .have accrued upon discovery by the Owner of the condition or breach upon which such Claim is based, for the purpose of any applicable statute of limitation. 4. 3. 6 Change subparagraph 4. 3 .6 to read as follows: 4. 3.6 Should conditions encountered below the surface of the ground require that footings, foundations or other parts of the building or other structure be raised, lowered or changed, or if additional depth of excavation below the levels shown on the Drawings is required in order to provide proper bearing for the building or other structure or ,for any permanent utilities on the site or for permanent grading or other permanent site work, any change in the amount of excavation, dewatering, sheeting, protection, rock excavation, backfill, concrete or other structural work, or any other work permanently incorporated in the building shall be considered a change in the Work, and the Contract Sum shall be adjusted as provided in this Article, provided that the Work has been ordered in writing as provided in 7.1. 1. There shall be no adjustment of the Contract Sum on account of other costs resulting from subsoil or water conditions including, without limitation, costs on account of delay, administration, operations, cave-in or collapse of excavations. 4.3 .7 Change subparagraph 4.3.7 to read as follows: 4. 3.7 If the Contractor claims that any acts or omissions of the Owner or the Architect, incluidng any instructions or orders, whether oral, written, r SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-14 4.2.7 In subparagraph 4.2.7 add t o the end of the first sentence, "and only to the extent which the Architect believes desirable to protect the Owner's interest. " Change the second sentence to read: "The Architect's action will be taken with reasonable promptness, while allowing sufficient time in the Architect's professional judgment to permit adequate review, taking into account the time periods set forth in the latest schedule prepared by the Contractor and approved by the Architect pursuant to subparagraphs 8.2.4 through 8.2.10" . In the fifth sentence, delete the words "unless otherwise specifically stated by the Architect. " 4. 2. 10 At the end of subparagrah 4.2.10, add the following: if no such exhibit has been so incorporated, the duties, responsibilities, and limitations of authority of such Project .Representative shall be as set forth in the edition of AIA Document 8352 current as of the date of the Agreement. 4.2. 11 Delete the last sentence of subparagraph 4.2.11 and substitute the following: The Architect may, as the Architect judges. desirable, issue additional drawings or instructions indicating in greater detail the construction or design of the various parts of the Work; such drawings or instructions may be effected by field order or other notice to the Contractor, and provided such drawings or instructions are reasonably consistent with the previously existing Contract Documents, the Work shall be executed in accordance with such additional drawings or instructions without additional cost or extension of the Contract Time. If the Contractor claims additional cost or time on account of such additional drawings or instructions, the Contractor shall give the notice provided in subparagraph 4. 3. 7. 4.3.2 Revise subparagraph 4 . 3. 2 to read as follows: 4. 3 . 2 Claims arising prior to final payment or the earlier termination of the Contract shall be SUPPLEMENTARY GENERAL CONDITIONS.- PART I 00810-13 C3. 14.1 Omit period at end of paragraph and add: "except as otherwise specified under the various Sections of the specifications. " 3. 18 Change the title of paragraph 3 .18 to "INDEMNIFICATION AND COVENANT NOT TO SUE" ; delete the words "but only to the extent" in the fist sentence of subparagraph 3.18.1; and change subparagraph 3. 18.3 and add new subparagraph 3.18.4 as follows: 3 . 18.3 The obligations of the Contractor under this Paragraph 3.18 shall not extend to the liability of the Architect, the Architect's consultants,- and agents or employees of any of them arising out of (1) the preparation of maps, Drawings, opinions, reports, surveys, Change Orders, designs or specificiations, or (2) directions or instructions given by the Architect, the Architect's consultants and agents or employees of any of them, provided such instructions or. directions are the primary cause of the injury or damage. 3 .18.4 In consideration of the Contractor 's undertaking to indemnify and .hold harmless the Architect, the Architect' s consultants and agents or employees of any of them, in accordance with this Paragraph 3. 18, the Architect agrees that the Architect will not bring any civil suit, action or other proceeding in law, equity or arbitration against the Contractor , or the officers, employees, agents and servants of the Contractor, for or on account of any action which the Architect may have arising out of or in any manner connected with the Work, except to enforce the provisions of this Paragraph 3.18; and the Contractor, or any successor , assign or subrogee of the Contractor, agrees not to bring any civil suit, action or other proceeding in law, equity or arbitration against the Architect, or the officers, employees agents and servants of the Architect, for the enforcement of any action which the Contractor may have arising out of or in any manner connected with the Work. ARTICLE 4: ADMINISTRATION OF THE CONTRACT 4.1.2 Delte subparagraph 4. 1. 2. 4 .1.4 Delete subparagraph 4. 1.4. SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-12 accepted Shop Drawings, Product Data, Samples, or similar submittals and verification of compliance with all the requirements of the Contract Documents. The accuracy of all such information is the responsibility of the Contractor . In reviewing Shop Drawings, Product Data, Samples, and similar submittals the Architect shall be -entitled to rely upon the Contractor 's representation that such information is correct and accurate. 3. 12.9 Add the following at the end of subparagraph 3.12.9: Unless such written notice has been given, the Architect's approval of a resubmitted Shop Drawing, Product Data, Sample, or similar submittal shall not constitute approval of any changes not requested on the prior submittal. 3 . 12. 11 Change subparagraph 3 . 12.11 to read as follows: When professional certification of performance criteria of materials, -systems or equipment is required by the Contract Documents, the Owner shall be entitled to rely upon such certifications,. and neither the Owner nor the Architect shall be expected to make any independent examination with respect thereto. 3. 13 . 1 Change subparagraph 3. 13. 1 to read as follows: 3 . 13 .1 The right of possession of the premises and the improvements made thereon by the Contractor shall remain at all times in the Owner. The Contractor' s right to entry and use thereof arises solely from the permission granted by the Owner under the Contract Documents. The Contractor shall confine the Contractor' s apparatus, the storage of materials and the operations of the Contractor 's workmen to limits indicated by law, ordinanances, the Contract Documents and permits and/or directions of the Architect and shall not unreasonably encumber the premises with the Contractor ' s materials. The Owner shall not be liable to the Contractor, the Subcontractors, their employees or anyone else with respect to the conditions of the premises, except only for a condition caused directly and solely by the negligence of the Owner. .SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-11 conflict between trades and so that no trade, at any time, causes delay to the general progress of the Work. The Contractor and all Subcontractors shall at all times afford each trade, any separate contractor, or the Owner, every reasonable opportunity for the installation of Work and the storage of materials. 3.9.5 The Contractor shall arrange for and attend job meetings with the Architect and such other persons as the Architect may from time to time wish to have present. The Contractor shall be represented by a principal, project manager, general superintendent or other authorized main office representative, as well as by the Contractor ' s own superintendent. An authorized representative of any Subcontractor or Sub-subcontractor shall attend such meetings if the representative' s presence is requested by the Architect. Such representatives shall be empowered to make binding commitments on all matters to be discussed at such meetings, including costs, payments, change orders; time schedules and manpower. Any notices required under the Contract may be served on such representatives. 3. 10. 1 Change subparagraph 3 .10.1 to read as follows: 3.10. 1 The Contractor shall prepare and submit to the Architect a progress schedule as described in subparagraphs 8. 2.4 through 8.2.10, and related to the schedule of values required under Article 9. . The progress schedule shall include an estimated cash flow schedule showing anticipated monthly expenditures throughout the duration of the Contract based on the schedule of values. 3.10.2 Delete subparagraph 3.10.2. 3. 10. 3 Delete subparagraph 3.10. 3 3 . 12.7 Change subparagraph 3 . 12.7 to read as follows: 3.12.7 By approving and submitting Shop Drawings, Product Data , Samples and similar submittals the Contractor thereby represents that the Contractor has determined and verified all dimensions, quantities, field dimensions, relations to existing work, coordination with work to be installed later , coordination with information on previously SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-10 1.02 Section 00810,Supplementary General Conditions:Item 3.7.1: Delete this item entirely "The Owner has waived permit fees . . ." 3 .7.1 Ad "Tt Owner has waved ermit fees for this proje for the follow City permi s: uilding t � perm' lumbing permit lectrical p it; gas �(1 per t; artment of ubli Works pe 't. 3 .9 Change the title of paragraph 3.9 to rea "Superintendence" . 3 .9.1 Change the first sentence of subparagraph 3.9. 1 to read as follows: At each site the Contractor shall employ a competent superintendent, reasonably acceptable to the Owner, and necessary assistants who shall be in attendance at the Project site full time during the progress of the Work until the date of Substantial Completion, and for such additional time thereafter as the Architect may determine to be necessary for the expeditious completion of' the Work. The Contractor shall remove the superintendent if requested to do so in writing by the Owner, and shall promptly replace him with a competent person reasonably acceptable to the Owner. 3 . 9. 2- 3 .9.5 Add new subparagraphs 3. 9.2 through 3.9.5 as follows: 3 .9 .2 The Contractor shall retain a competent Registered Professional Engineer or Registered Land Surveyor, acceptable to the Architect, who shall establish the exterior lines and required elevations of all buildings and structures to be erected on the site and shall establish sufficient lines and grades for the construction of associated Work such as, but not limited to, roads, utilities and site grading. The Engineer or Land Surveyor shall certify as to the actual location of the constructed facilities in relation to property lines, building lines, easements, and other restrictive boundaries. 3 .9. 3 The Contractor shall establish the building grades, lines, levels, columns, wall and partition lines required by the various Subcontractors in laying out their Work. 3. 9.4 The Contractor shall coordinate and supervise the Work performed by Subcontractors to the end that the Work is carried out without SUPPLEMENTARY GENERAL CONDITIONS "- PART I 00810-9 reasonable certainty, the Architect may reject such substitution or deviation without further investigation. 3 .5..6 The Contract Documents are intended to produce a building of consistent character and quality of design. All components of the building including visible items of mechanical and electrical equipment have been selected to have a coordinated design in relation to the overall appearance of the building. The Architect will judge the design and appearance of proposed substitutions on the basis of their suitability in relation to the overall design of the Project, as well as for their intrinsic merits. The Architect will not approve as equal to materials specified proposed substitutes which, in the Architect's opinion, would be out of character, obtrusive, or otherwise inconsistent with the character or quality of design of the Project. In order to permit coordinated design of color and finishes the Contractor shall, if required by the Architect, furnish the substituted" material in any color, finish, texture, or pattern which would have been available from the manufacturer originally specified, at no additional cost to the Owner. 3. 5. 7 Any additional cost, or any loss or damage arising from the substitution of any material or any method for those originally specified shall be borne by the Contractor, notwithstanding approval or acceptance of such substitution by the Owner or the Architect, unless such substitution was made at the written request or direction of the Owner or the Architect. 3.5. 8 The warranty provided in this paragraph 3 .5 shall be in addition to and not in limitation of any other warranty required by the Contract Documents or otherwise prescribed by law. 3.5. 9 The Contractor shall procure and deliver to the Architect, no later than the date claimed by the Contractor as the date of ,Substantial Completion, all special warranties required by the Contract Documents. Delivery by the Contractor shall constitute the Contractor 's guarantee to the Owner that the warranty will be performed in accordance with its terms and conditions. SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-8 3.5.2 The Contractor 'shall be responsible for determining that all materials furnished for the Work meet all requirements of the Contract Documents. The Architect may require the Contractor to produce reasonable evidence that a material meets such requirements, such as certified reports of past tests by qualified testing laboratories, reports of studies by qualified experts, or other evidence which, in the opinion of the Architect, would lead to a reasonable certainty that any material used, or proposed to be used, in the Work meets the requirements of the Contract Documents. All such data shall be furnished at the Contractor ' s expense. This provision shall not require the Contractor to pay for periodic testing of different batches of the same material, unless such testing is specifically required by the Contract Documents to be performed at the Contractor 's expense. 3.5. 3 In all cases in which a manufacturer 's name, trade name or other proprietary designation is used in connection with materials or articles to be furnished under this Contract, whether or not the phrase "or equal" is used after such name, the Contractor shall furnish the product of the named manufacturer (s) without substitution, unless a written request for a substitute has been submitted by the Contractor and approved in writing by the Architect as provided in subparagraph 3 .5.4. 3.5.4 If the Contractor proposes to use a material which, while suitable for the intended use, deviates in any way from the detailed requirements of the Contract Documents, the Contractor shall inform the Architect in writing of the nature of such deviations at the time the material is submitted for approval, and shall request written approval of the deviation from the requirements of the Contract Documents. 3.5. 5 In requesting approval of deviations or substitutions, the Contractor,shall provide, upon request, evidence leading to a reasonable certainty that the proposed substitution or deviation will provide a quality of result at least equal to that otherwise attainable. If, in the opinion of the Architect, the evidence presented by the Contractor does not provide a sufficient basis for such — T I 00810-7 SUPPLEMENTARY GENERAL CONDITIONS PAR i actual determination of whether or not the described operations may be safely and suitably employed on the Work shall be the responsibility of the Contractor , who shall notify the Architect in writing of the actual means, methods, techniques, sequences or procedures which will be employed on the Work, if these differ from those mentioned in the Contract Documents. All loss, damage, or liability, or cost of correcting defective work arising from the employment of any construction means, methods, techniques, sequences or procedures shall be borne by the Contractor, notwithstanding that such construction means, methods, techniques, sequences or procedures are referred to, indicated or implied by the Contract Documents, unless the Contractor has given timely notice to the Owner and Architect in writing that such means, methods, techniques, ,-sequences or procedures are not safe or suitable, and the Owner has then instructed the Contractor in writing to proceed at the Owner ' s risk. 3. 3 .2 Change subparagraph 3 . 3. 2 to read as follows: 3.3. 2 The Contractor shall be responsible to the Owner for the acts and omissions of all entities or persons performing or supplying the Work. 3.4.1 Add the following sentence to the end of subparagraph 3.4.1: The word "provide" shall mean furnish and install complete, including connections, unless otherwise specified. 3. 5. 1 Change the first sentence of subparagraph 3 .5.1 to read as follows: The Contractor warrants that the materials and equipment furnished under the Contract will be new and of recent manufacture unless otherwise specified, and that all work will be of good quality, free from faults and defects, and in conformance with the Contract Documents. Delete the last two sentences. 3 .5. 2- 3.5. 9 Add new subparagraphs 3 .5. 2 through 3.5.9 as , follows: SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-6 3. 2.1 Change subparagraph 3 .2.1 to read as follows: 3 . 2.1 Before starting the Work, and at frequent intervals during the progress thereof, the Contractor shall carefully study and compare the Contract Documents with each other and with the inforamtion furnished by the Owner pursuant to subparagraph 2.2.2 and shall at once report to the Architect any error, inconsistency or omission the Contractor may discover. Any necessary change shall be ordered as provided in Article 7, subject to the requirements of Paragraph 1. 2 and other provisions of the Contract Documents. If the Contractor proceeds with the work without such notice to the Architect, having discovered such errors, inconsistencies or omissions, or if by reasonable study of the Contract Documents the Contractor could have discovered such, the Contractor shall bear all costs arising therefrom. 3 . 2.4- 3.2.5 Add new subparagraph 3."2.4 and 3 .2.5 as follows: 3.2.4 The Contractor shall give the Architect timely notice of any additional Drawings, Specifications, or instructions required to define the Work in greater detail, or to permit the proper progress of the Work. 3. 2.5 The Contractor shall not proceed with any Work not clearly and consistently defined in detail in the Contract Documents, but shall request additional drawings or instructions from the Architect as provided in subparagraph 3.2.4. If the Contractor proceeds with such Work without obtaining further Drawings, Specifications or instructions, the Contractor -shall correct Work incorrectly done at the Contractor ' s own expense. Delete the last ten words of subparagraph 3.3.1 and add the following: 3 . 3 .1 Where the Contract Documents refer to particular construction means, methods, techniques, sequences or procedures or indicate or imply that such are to be used in the Work, such mention is intended only to indicate that the operations - of the Contractor shall be such as to produce at least the quality of work implied by the operations described, but the SUPPLEMENTARY GENERAL CONDITIONS PART I 00810-5 the Owner for use by the Architect in the design of the Project or Work. The Owner does not hold out such information to the Contractor as an accurate or approximate indication of subsurface conditions, and no claim for extra cost or extension of time resulting from a reliance by the. Contractor on such information shall be allowed except as provided in subparagraph 4.3 .6. 1. 2. 13 Where the Work is to fit with existing conditions or work to be performed by others, the Contractor shall fully and completely join the Work with such conditions or work, unless otherwise specified. ARTICLE 2: OWNER 2. 1. 1 Delete the second sentence of subparagraph 2.1.1. 2. 1. 2 in subparagraph 2. 1.2, delete everything following the words "execution of the Agreement" . 2. 2.1 Delete subparagraph 2.2:1. 2.2.4 Change subparagraph 2.2.4 to read as follows: 2.2.4 Information or services required of the Owner hereunder shall be furnished by the Owner with reasonable promptness after receipt from the Contractor of a written request for such information or services. 2.4. 1 Delete the first and second sentences of subparagraph 2.4 . 1 and substitute the following: If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven-day period after receipt of written notice from the Owner to begin and prosecute correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies the owner may have, correct such deficiencies. In the third sentence of subparagaph 2.4. 1, replace the words "Change Order" with the words "Construction Change Directive, " and delete the fourth sentence. ARTICLE 3: CONTRACTOR qr SUPPLEMENTARY GENERAL CONDITIONS - PART 1 00810-4 1. 2. 13 Add new, subparagraphs 1.2.6 through 1.2.13 as follows: 1.2. 6 All indications or notations which apply to one of a number of similar situations, materials or processes shall be deemed to apply to all such situations, materials or processes, wherever they appear in the Work, except where a contrary result is .clearly indicated by the Contract Documents. 1.2.7 Where codes, standards, .requirements and publications of public and private bodies are referred to in the Specifications, references shall be understood to be to the latest revision prior to the date of receiving bids, except where otherwise indicated. 1. 2.8 Where no explicit quality or standards for materials or workmanship are established for Work, such Work is to be of good quality for the intended use and consistent with the quality of the surrounding Work and of ,the construction of the Project generally. 1. 2.9 All manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the manufacturer ' s written or printed directions and instructions unless otherwise indicated in the Contract Documents. 1. 2. 10 The Mechanical, Electrical and Fire Protection Drawings are diagrammatic only, and are not intended to show the alignment, physical locations or configurations of such Work. Such Work shall be installed without additional cost to the Owner to clear all obstructions, permit proper clearances for the Work or other trades, and present an orderly appearance where exposed. 1.2.11 Exact locations of fixtures and outlets shall be- obtained from the Architect as provided in subparagraph 3. 2.5 before the Work is roughed in; Work installed without such information from the Architect shall be relocated at the Contractor ' s expense. 1. 2. 12 Test boring or soil test information included with the Contract Documents or otherwise made available to the Contractor- was obtained by SUPPLEMENTARY GENERAL CONDITIONS —PART 1 00810-3 C 1. 1. 2 Change the fourth sentence of subparagraph 1.1.2 to read: Except as provided in paragraph 3. 18, nothing contained in the Contract Documents shall be construed to create any contractual relationship (1) between the Architect and the Contractor, (2) between the Owner or the Architect and a Subcontractor or Sub-subcontractor, (3) between the Owner and the Architect, or (4) between any persons or entities other than the Owner and the Contractor. Delete the fifth sentence of subparagraph 1. 1. 2. 1. 1. 3 Change the first sentence of subparagraph 1.1.3 to read as follows: The term "Work" means the construction required by the Contract Documents, including all labor necessary to produce such construction, and all materials and equipment incorporated or to be incorporated therein. 1.2. 1 Add at the end of the first sentence of subparagraph 1. 2. 1: A copy of the signed set shall be deposited with the Architect. 1. 2. 3 Add the following at the end of subparagraph 1. 2. 3 : All Work mentioned or indicated in the Contract Documents shall be performed by the Contractor as part of this Contract unless it is specifically indicated in the Contract Documents that such Work is to be done by others. 1. 2.4 Add the following to subparagraph 1. 2.4: The Contractor and all Subcontractors shall refer to all of the Drawings, including those showing primarily the Work of the mechanical, electrical, and other specialized "trades, ..and to all of the Sections of the Specifications, and shall perform all Work reasonably inferable therefrom as being necessary to produce the indicated results. 1.2. 6- SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-2 k 1 SECTION 00810 SUPPLEMENTARY GENERAL CONDITIONS - PART I .PART 1 - GENERAL 1.01 THE GENERAL CONDITIONS The "General Conditions of the Contract for Construction" , AIA Document A201, Fourteenth Edition (1987) , Articles 1 through 14 inclusive, is a part of this Contract. 1. 02 THE SUPPLEMENTARY GENERAL CONDITIONS The following supplements modify, delete and/or add to the General Conditions. Where any Article, Paragraph or subparagraph in the General Conditions is supplemented by one of the following paragraphs, the provisions of such Article, Paragraph, or subparagraph shall remain in effect and the supplemental provisions shall be considered as added thereto. Where any Article, Paragraph, or subparagraph in the General Conditions is amended, voided or superseded by any of the following paragraphs, the provisions of such Article, Paragraph or subparagraph not so amended, voided, or superseded shall remain in effect. 1.03 MODIFICATIONS TO VARIOUS ARTICLES OF THE AIA GENERAL CONDITIONS ARTICLE 1: GENERAL PROVISIONS 1. 1. 1 Add the following at the end of subparagraph 1.1.1: In the event of any conflict among the Contract Documents, the Documents shall be construed according to the following priorities: Highest Priority: Modifications ' Second Priority: Agreement Third Priority: Addenda--later date to take precedence Fourth Priority: Supplementary General Conditions, Part II Fifth Priority: Supplementary General Conditions, .Part I Sixth Priority: General Conditions Seventh Priority: Specifications Eighth Priority: Drawings SUPPLEMENTARY GENERAL CONDITIONS - PART I 00810-1 tify such action,may without prejudice to any other rights or Owner.The amount to be paid to the Contractor or Owner,as ranedies of the Owner and aftCr giving the Contractor and the the case may be,shall be certified by the Architect,upon app@- Gonttactoes surety, if any, seven days' written notice, terms- cation, and this obligation for payment shall survive tcrmina- late employment of the Contractor and may, subject to any tion of the.Contract. prior rights of the surety: 14.3 SUSPENSION BY THE OWNER .1 take possession of the site and of all materials,equip- FOR CONVENIENCE ment,tools,and construction equipment and machin- 14.3.1 The Owner may,without cause,order the Contractor in ery thereon owned by the Contractor; / writing to suspend,delay or interrupt the Work in whole or in .2 accept assignment of subcontracts pursuant to Para- part for such period of time as the Owner may determine. graph 5.4;and finish the Work by whatever reasonable method the 14.3.2 An adjustment shall be made for increases in the cost of .3 Owner may deem ewhateve performance of the Contract,including profit on the increased cost of performance,caused by suspension,delay or interrup- 14.2.3 When the Owner terminates the Contract for one of the tion.No adjustment shall be made to the extent: reasons stated in Subparagraph 14.2.1,the Contractor shall not be entitled to receive further payment until the Work is .1 that performance is,was or would have been so sus- be pended,delayed or interrupted by another cause for which the Contractor is responsible; or 14.2.4 If the unpaid balance of the Contract Sum exceeds costs .2 that an equitable-adjustment is made or denied under of finishing the Work, including compensation for the Archi- another provision of this Contract., tea's services and expenses made necessary thereby, such excess shall be paid to the Contractor.If such costs exceed the 14.3.3 Adjustments made in the cost of performance may have unpaid balance, the Contractor shall pay the difference to the a mutually agreed fixed or percentage fee. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 24 A201-1987 AIA* •®1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W..WASHINGTON,D.C.20006 3187 The Owner shall bear such costs except as provided in Sub- ARTICLE 14 h 13.5.3. ! TERMINATION OR SUSPENSION 5.3 If such procedures for testing, inspection or approval OF THE CONTRACT under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established 14.1 TERMINATION BY THE CONTRACTOR by the Contract Documents,the Contractor shall bear all costs made necessary by such failure inchding those 9f repeated 14.1.1 The Contractor may terminate the Contract if the Work procedures and compensation for the Architect's services and is stopped for a period of 30 days through no act or fault of the expenses. Contractor or a Subcontractor, Sub-subcontractor or their agents or employees or any other persons performing portions 13.5.4 Required certificates of testing, inspection or approval of the Work under contract with the Contractor,for any of the shall,unless otherwise required by the Contract Documents,be following reasons: secured by the Contractor and promptly delivered to the .1 issuance of an order of a court or other public author- Architect. ity having jurisdiction; 13.5.5 If the Architect is to observe tests, inspections or .2 an act of government,such as a declaration of natlorW emergency, making material unavailable; approvals required by the Contract Documents, the Architect 3 because the Architect has not issued a Certificate for will do so promptly and,where practicable,at the normal place . Payment and has not notified the Contractor of the of testing. reason for withholding certification•as provided in 13.5.6 Tests or inspections conducted pursuant to the Con= Subparagraph 9.4.1, or because the Owner has not tract Documents shall be made promptly to avoid unreasonable made payment 6n a Certificate for..Payment within delay in the Work. the time stated in the.Contract Documents; ' .4 if repeated suspensions,delays or interruptions by the 13.6 INTEREST Owner as described in Paragraph 14.3 constitute in the aggregate more than 100 percent of the total num- 13.6.1 Payments due and unpaid under the Contract Docu- ber of days scheduled for completion,or 120 days in ments shall bear interest from the date payment is due at such any 365-day period, whichever is less;or rate as the parties may agree upon in writing or,in the absence .5 the Owner has failed to furnish to the Contractor thereof,at the legal rate prevailing from time to tirxie at the place promptly, upon the Contractor's request,reasonable where the Project is located. evidence as required by Subparagraph 2.2.1. 14.1.2 If one of the above reasons exists,the Contractor may, T COMMENCEMENT OF STATUTORY upon seven additional days' written notice to the Owner and LIMITATION PERIOD Architect,terminate the Contract and recover from the Owner 13.7.1 As between the Owner and Contractor: payment for Work executed and for proven loss with respect to materials, equipment, tools, and construction equipment .1 Before Substantial Completion.As to acts or failures and machinery, including reasonable overhead, profit and to act occurring prior to the relevant date of Substan- damages. tial Completion, any applicable statute of limitations 14.1.3 If the Work is stopped for a period of 60 days through shall commence to run and any alleged cause of action no act or fault of the Contractor or a Subcontractor or their shall be deemed to have accrued in any and all events agents or employees or any other persons performing portions not later than such date of Substantial.Completion; of the Work under contract with the Contractor because the .2 Between Substantial Completion and Final Certifi- Owner has persistently failed to fulfill the Owner's obligations cate for Payment.As to acts or failures to act occur- under the Contract Documents with respect to matters impor- ring subsequent to the relevant date of Substantial tant to the progress of the Work, the Contractor may, upon Completion and prior to issuance of the final Certify- seven additional days' written notice to the Owner and the Cate for Payment,any applicable statute of limitations Architect,terminate the Contract--and recover from the Owner shall commence to run and any alleged cause of as provided in Subparagraph 14.1.2. actin shall be deemed to have accrued in any and all 14.2 TERMINATION BY THE OWNER FOR CAUSE events not later than the date of issuance of the final 14.2.1 The Owner may terminate the Contract if the Certificate for Payment;and Contractor: .3 After Final Certificate for Payment. As to acts or .1 persistently or repeatedly refLws'or Fails to supply failures to act occurring after the relevant date of issu- enough properly skilled workers oir proper materials; ante of the final Certificate for Payment, any appli- .2 fails to make payment to Subcontractors fir materials cable statute of limitations shall commence to run and or labor in accordance with the respective agreements any alleged cause of action shall be deemed to have between the Contractor and the Sub c ntraLtors; accrued in any and all events not later than the date of .3 persistently disregards laws,ordinances,or rules,rLg- any act or failure to act by the Contractor pursuant to ufations or orders of a public authority having juris- any warranty provided under Paragraph 3.5,the date diction;or of any correction of the Work or failure to correct the ,4 otherwise is guilty of substantial breach of a provision Work by the Contractor under Paragraph 12.2,or the date of actual commission of any other act or failure of the Contract Documents. to perform any duty or obligation by the Contractor 14.2.2 When any of the above reasons exist,the Owner,upon or Owner, whichever occurs last. certification by the Architect that sufficient cause exists to jus- AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIAO •©1987 THE AMERICAN INSTITUTE OFARCHITEC 1's,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.2(XX)b A2014987 23 for commencement of warranties established under Sub- ARTICLE 13 paragraph 9.9.1,or by terms of an applicable special warranty required by the Contract Documents,any of the Work is found MISCELLANEOUS PROVISIONS o be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after 13.1 GOVERNING LAW receipt of written notice from the Owner to do so unless the 13.1.1 The Contract shall be governed by the law of the place Owner has previously given the Contractor a vyritten accep- where the Project Is located. tance of such condition. This period of one year shall be extended with respect to portions of Work first performed after 13.2 SUCCESSORS AND ASSIGNS Substantial Completion by the period of time between Substan- 13.2.1 The Owner and Contractor respectively bind them- tial Completion and the actual performance of the Work.This selves, their partners,successors, assigns and legal representa- obligation under this Subparagraph 12.2.2 shall survive accep- lives to the other party hereto and to partners, successors, canoe of the Work under the Contract and termination of the assigns and legal representatives of such other party in respect Contract.The Owner shall give such notice promptly after dis- to covenants,agreements and obligations contained in the Con- covery of the condition. tract Documents. Neither party to the Contract shall assign the Contract as a whole without written consent of the other. if 12.2.3 The Contractor shall remove from the site portions of either party attempts to make such an assignment without such the Work which are not in accordance with the requirements consent,that party shall nevertheless remain legally responsible of the Contract Documents and are neither corrected by the for all obligations under the Contract. Contractor nor accepted by the Owner. 12.2.4 If the Contractor falls to correct nonconforming Work 13.3 WRITTEN NOTICE within a reasonable time, the Owner may correct it in accor- 13.3.1 Written notice shall -be deemed to have been duly dance with Paragraph 2.4. if the Contractor does not proceed served if delivered in person to the individual or a member of with correction of such nonconforming Work within a reason- the firm or entity or to an officer of the corporation for which it able time fixed by written notice from the Architect,the Owner was intended,or if delivered at or sent by registered or certified may remove it and store the salvable materials or equipment at mail to the last business address known to the party giving the Contractor's expense. if the Contractor does not pay costs notice. of such removal and storage within ten days after written notice, the Owner may upon ten additional days' written 13.4 RIGHTS AND REMEDIES notice sell such materials and equipment at auction or at private sale and shall account for the proceeds thereof,after deducting 13.4.1 Duties and obligations imposed by the Contract Docu- costs and damages that should have been borne by the Con- ments and rights and remedies available thereunder shall be in -tractor,Including compensation for the Architect's services and addition to and not a limitation of duties,obligations,rights and xcpenses made necessary thereby. If such proceeds of sale do remedies otherwise imposed or available by law. not cover costs which the Contractor should have borne, the 13.4.2 No action or failure to act by the Owner,Architect or Contract Sum shall be reduced by the deficiency. If payments Contractor shall constitute a waiver of a right or duty afforded then or thereafter due the Contractor are not sufficient to cover them under the Contract,nor shall such action or failure to act such amount, the Contractor shall pay the difference to the constitute approval of or acquiescence in a breach thereunder, Owner. . except as may be specifically agreed in writing. 12.2.5 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or 13.5 TESTS AND INSPECTIONS partially completed, of the Owner or separate contractors caused by the Contractor's correction or removal of Work 13.5.1 Tests, inspections and approvals of portions of the which is not in accordance with the requirements of the Con- Work required by the Contract Documents or by laws, ordi- tract Documents. nances,rules,regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless other- 12.2.6 Nothing contained in this Paragraph 12.2 shall be con- wise provided, the Contractor shall make arrangements for stated to establish a period of limitation with respect to other such tests,inspections and approvals with an independent test- I obligations which the Contractor might have under the Con- Ing laboratory or entity acceptable to the Owner,or with the tract Documents. Establishment of the time period of one year appropriate public authority,and shall bear all related costs of as described in Subparagraph 12.2.2 relates only to the specific tests, inspections and approvals.The Contractor shall give the obligation of the Contractor to correct the Work, and has no Architect timely notice of when and where tests and inspec- relationship to the time within which the obligation to comply lions are to be made so the Architect may observe such proce- with the Contract Documents may besought to be enforced, dures. The Owner shall bear costs of tests, inspections or nor to the time within which proceedings may be commenced approvals which do not become requirements until after bids to establish the Contractor's liability with respect to the Con- are received or negotiations concluded. tractor's obligations ether than%ironically to correct the Work. 13.5.2 if the Architect, Owner or public authorities having 12.3 ACCEPTANCE OF NONCONFORMING WORK jurisdiction determine that portions of the Work require addi- tknal testing, inspection or approval not included under Sub- 12.3.1 If the Owner prefers to accept Work which is not in paragraph 13.5.1,the Architect will.upon written authorimtkm accordance with the requirements of the Contract Documents, from the Owner,instruct the Contractor to make arrangements the Owner may do so inste.►d of requiring its removal and cur- for such additional testing,inspection or approval by an entity �ection, in which case the Contract Sum will be reduced as acceptable to the Uwner, and the Contractor shall give timely ppropriate and equitable. Such adjustment shall he effected notice to the Architect of when and where tests and inspections whether or not finadrayment has been made. are to be made so the Architect may observe such procedures. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 22 A201-1987 A(AO •©1987 TI IE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON.D.C.2(X1)6 11.3.5 If during the Project construction period the Owner 11.3.10 The Owner as fiduciary shall have power to adjust and insures properties, real or personal or both,adjoining or adja- settle a loss with insurers unless one of the parties in interest 7 t to the site by property insurance under policies separate shall object in writing within five days after occurrence of loss those insuring the Project,or if after final payment prop- to the Owner's exercise of this power; if such objection be erty insurance Is to be provided on the completed Project made,arbitrators shall be chosen as provided in Paragraph 4.5. through a policy or policies other than those insuring the Proj- The Owner as fiduciary shall,In that case,make settlement with ect during the construction period, the Owner shah waive all Insurers in accordance with directions of such arbitrators. If rights in accordance with the terms of Subparagraph 11.3.7 for distribution of insurance proceeds by arbitration is required, damages caused by fire or other perils covered by_this separate the arbitrators will direct such distribution. property Insurance. All separate policies shall provide this 11.3.11 Partial occupancy or use-in accordance with Paragraph waiver of subrogation by endorsement or otherwise. 9.9 shall not commence until the insurance company or com- 11.3.6 Before an exposure to loss may occur,the Owner shall panies providing property insurance have consented to such ' file with the Contractor a copy of each policy that includes panes occupancy or use by endorsement or otherwise. The insurance coverages required by this Paragraph 11.3. Each Owner and the Contractor shall take reasonable steps to obtain policy shall contain all generally applicable conditions, defini- consent of the insurance company or companies and shall, tions,exclusions and endorsements related to this Project.Each without mutual written consent,take no action with respect to policy shall contain a provision that the policy will not be partial occupancy or use that would cause cancellation,lapse or cancelled or allowed to expire until at least 30 days'prior writ- reduction of insurance. ten notice has been given to the Contractor. 11.4 PERFORMANCE BOND AND PAYMENT BOND 11.4.1 The Owner shall have the right to require the Contrac- 11.3.7 Waivers of Subrogation. The Owner and Contractor for to furnish bonds covering faithful performance of the Con- waive all rights against(1)each other and any of their subcon- tract and payment of obligations arising thereunder as stipu- tractors,sub-subcontractors,agents and employees,each of the lated in bidding requirements or specifically required in the other, and (2) the Architect, Architect's consultants, separate Contract Documents on the date of execution of the Contract. contractors described In Article 6, If any,and any of their sub- contractors, sub-subcontractors, agents and employees, for 11.4.2 Upon the request of any person or entity appearing to damages caused by fire or other perils to the extent covered by be a potential beneficiary of bonds covering payment of obliga- property insurance obtained pursuant to this Paragraph 11.3 or tions arising under the Contract,the Contractor shall promptly other property insurance applicable to the Work,except such furnish a copy of the bonds or Shall permit a copy to be made. rights as they have to proceeds of such insurance held by the Owner as fiduciary.The Owner or Contractor,as appropriate, all require of the Architect, Architect's consultants, separate ARTICLE 12 1,raetors described in Article 6, if any,and the subcontrac- sub-subcontractors,agents and employees of any of them, UNCOVERING AND CORRECTION OF WORK by appropriate agreements, written where legally required for 12.1 UNCOVERING OF WORK validity, similar waivers each in favor of other parties enum- crated herein.The policies shall provide such waivers of subro- 12.1.1 If a portion of the Work is covered contrary to the gation by endorsement or otherwise.A waiver of subrogation Architect's request or to requirements specifically expressed in shall be effective as to a person or entity even though that per- the Contract Documents, it must,if required in writing by the son or entity would otherwise have a duty of Indemnification, Architect,be uncovered for the Architect's observation and be contractual or otherwise, did not pay the Insurance premium replaced at the Contractor's expense without change in the directly or indirectly,and whether or not the person or entity Contract Time. had an insurable Interest in the property damaged. 12,1,2 If a portion of the Work has been covered which the 11.3.8 A loss Insured under Owner's property insurance shall Architect has not specifically requested to observe prior to its be adjusted by the Owner as fiduciary and made payable to the being covered,the Architect may request to see such Work and Owner as fiduciary for the Insureds, as their Interests may it shall be uncovered by the Contractor. If such Work is in appear, subject to requirements of any applicable mortgagee accordance with the Contract Documents, costs of uncover- clause and of Subparagraph 11.3.10. The Contractor shall pay ing and replacement shall, by appropriate Change Order, be Subcontractors their just shares of insurance proceeds received charged to the Owner. If such Work is not in accordance with by the Contractor, and by appropriate agreements, written the Contract Documents, the Contractor shall pay such costs where legally required for validity,shall require Subcontractors unless the condition was caused by the owner or a separate to make payments to their Sub-subcontractors in similar contractor In which event the Owner shall be responsible for manner. payment of such costs. 12.2 CORRECTION OF WORK 11.3.9 If required in writing by a party in interest, the Owner 12.2.1 The Contractor shall promptly correct Work rejected as fiduciary shall, upon occurrence of an insured loss, give by the Architect or failing to conform to the requirements of bond for proper performance of the Owner's duties.The cost the Contract Documents, whether observed before or after of required bonds shall he charged against proceeds received as Substantial Completion and whether or not fabricated,installed fiduciary. The Owner shall deposit in a separate account pro- or completed. The Contractor shall bear costs of correcting ceeds so received, which the Owner shall distribute in accor- such rejected Work, including additional testing and inspec- daance with such agreement as the parties in Interest may reach, tions and compensation for the Architect's services and r in accordance with an arbitration award In which case the expenses made necessary thereby. •edure shall he as provided in Paragraph 4.5. If after such no other special agr,�ement Is made, replacement of dam- 12.2.2 if,within one year after the date of Substantial Comple- aged property shall be covered by appropriate Change Order. tion of the Work or designated portion thereof,or after the date AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIA• •©1987 TIIE AMERICAN INSTITUTE OFARCHITECTS.1735 NEW YORK AVENUE.N.W..WASHINGTON,D.C.2WO6 A201-1987 21 .2 claims for damages because of bodily injury,occupa- other than the Owner has an insurable interest in the property clonal sickness or disease,or death of the Contractor's required by this Paragraph 11.3 to be covered, whichever is employees; earlier.This insurance shall include interests of the Owner,the .3 claims for damages because of bodily injury,sickness Contractor, Subcontractors and Sub-subcontractors in the C or disease,or death of any person other than the Con- Work. tractor's employees; 11.3.1.1 Property insurance shall be on an all-risk policy form .4 claims for damages insured by usual personal injury and shall insure against the perils of fire and extended coverage liability coverage which are sustained(I,)by a person and physical loss or damage including, without duplication of as a result of an offense directly or indirectly related to coverage, theft, vandalism, malicious mischief, collapse, false- employment of such person by the Contractor,or(2) work, temporary buildings and debris removal including by another person; demolition occasioned by enforcement of any applicable legal .5 claims for damages, other than to the Work itself, requirements, and shall cover reasonable compensation for because of injury to or destruction of tangible prop- Architect's services and expenses required as a result of such erty,including loss of use resulting therefrom; insured loss. Coverage for other perils shall not be required unless otherwise provided in the Contract Documents. .6 claims for damages because of bodily injury,death of a person or property damage arising out of owner- 11.3.1.2 If the Owner does not Intend to purchase such prop- ship, maintenance or use of a motor vehicle;and erty insurance required by the Contract and with all of the .7 claims involving contractual liability Insurance appll- coverages in the amount described above,the Owner shall so cable to the Contractor's obligations under Paragraph inform the Contractor in writing prior to commencement of 3.18. the Work.The Contractor may then effect insurance which will protect the interests of the Contractor,Subcontractors and Sub- 11.1.2 The insurance required by Subparagraph 11,1.1 shall be subcontractors in the Work,and by appropriate Change Order written for not less than limits of liability specified in the Con- the cost thereof shall be charged to the Owner. If the Contrac- tract Documents or required by law, whichever coverage Is for is damaged by the failure or neglect of the Owner to put- greater. Coverages, whether written on an occurrence or chase or maintain insurance as described above, without so claims-made basis, shall be maintained without interruption notifying the Contractor,then the Owner shall bear all reason- from date of commencement of the Work until date of final able costs properly attributable thereto. payment and termination of any coverage required to be main- 11,3,1.3 If the property insurance requires minimum deducti- tained after final payment. bles and such deductibles are identified in the Contract Docu- 11.1.3 Certificates of Insurance acceptable to•the Owner shall meats, the Contractor shall pay costs not covered because of be filed with the Owner prior to commencement of the Work. such deductibles.If the Owner or insurer increases the required These Certificates and the insurance policies required by this minimum deductibles above the amounts so identified or if the Paragraph 11.1 shall contain a provision that coverages Owner elects to purchase this insurance with voluntary deduc- •'tfforded under the policies will not be cancelled or allowed to tible amounts, the Owner shall be responsible for payment of expire until at least 30 days'prior written notice has been given the additional costs not covered because of such increased or to the Owner. if any of the foregoing insurance coverages are voluntary deductibles. If deductibles are not identified in the required to remain in force after final payment and are reason- Contract Documents, the Owner shall pay costs not covered ably available,an additional certificate evidencing continuation because of deductibles. of such coverage shall be submitted with the final Application 11,3.1.4 Unless otherwise provided in the Contract Docu- for Payment as required by Subparagraph 9.10.2. Information ments,this property insurance shall cover portions of the Work concerning reduction of coverage shall be furnished by the stored off the site after written approval of the Owner at the Contractor with reasonable promptness in accordance with the value established in the approval,and also portions of the Work Contractor's information and belief. in transit. 11.2 OWNER'S LIABILITY INSURANCE 11.3.2 Boller and Machinery Insurance. The Owner shall 11.2.1 The Owner shall be responsible for purchasing and purchase and maintain boiler and machinery insurance maintaining the Owner's usual liability insurance. Optionally, required by the Contract Documents or by law, which shall the Owner may purchase and maintain other insurance for self- specifically cover such insured objects during installation and protection against claims which may arise from operations until final acceptance by the Owner;this insurance shall include under the Contract. The Contractor shall not be responsible interests of the Owner, Contractor, Subcontractors and Sub- for purchasing and maintaining this optional Owner's liability subcontractors in the Work, and the Owner and Contractor insurance unless specifically required by the Contract shall be named insureds. Documents. 11.3.3 Loss of Use Insurance. The Owner, at the Owner's 11.3 PROPERTY INSURANCE option, may purchase and maintain such insurance As will 11.3.1 Unless otherwise provided, the Owner shall purchase insure the Owner against loss of use of tite Owner's property ;told m intain, in a company or companies lawfully authorized due to fire or other hazards, however caused. The Owner to do business in the jurisdiction in which the Project is waives all rights of action against the Contractor for loss of use located, properly insurance in the amount of the initial Con- of the Owner's property,including consequential losses due to tract Sum as well as Subsequent modifications thereto for the fire or.Other harardS however caused. entire Work At the site on a replacement cast bask without vol- 11.3.4 If the Contractor requests in writing that insurance for untary deductibles. Such property insurance shall be main- risks other than thou described herein or for other special haz- talned, unless otherwise provided in the Gmtract Documents Ards he included in the property insurance policy, the Owner or otherwise agreed in writing by all persons and entities who shall, if possible, include such insurance,and the cost thereof we beneficiaries of such insurance,until final payment has been shalt he charged to the Contractor by appropriate Change mace as provided in Paragraph 9.10 or until no person or entity Order. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE.CONTRACT FOR CONSTRUct'ION•FOURTEENTH EDITION 20 A201-1987 AIA• •G 1987 TILE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON.D.C.2C1006 ARTICLE 10 102.2 The Contractor shall give notices and comply with applicable laws,ordinances,rules,regulations and lawful orders PROTECTION OF PERSONS AND PROPERTY of public authorities bearing on safety of persons or property or 'J.1 SAFETY PRECAUTIONS AND PROGRAMS � their protection from damage, injury or loss. 10.1.1 The Contractor shall be responsible for initiating,main- 10.2.3 The Contractor shall erect and maintain,as required by taining and supervising all safety precautions and rograms in existing conditions and performance of the Contract, reason- able safeguards for safety and protection. Including posting connection with the performance of the Contrac. danger signs and other warnings against hazards,promulgating 10.1.2 in the event the Contractor encounters on the site safety regulations and notifying owners and users of adjacent material reasonably believed to be asbestos or polychlorinated sites and utilities. biphenyl (PCB) which has not been rendered harmless, the 10.2.4 When use or storage of explosives or other hazardous Contractor shall immediately stop Work in the area affected materials or equipment or unusual methods are necessary for and report the condition to the Owner and Architect in writing. execution of the Work, the Contractor shall exercise utmost The Work in the affected area shall not thereafter be resumed care and carry on such activities under supervision of properly except by written agreement of the Owner and Contractor if in qualified personnel. fact the material is asbestos or polychlorinated biphenyl(PCB) and has not been rendered harmless.The Work In the affected 10.2.5 The Contractor shall promptly remedy damage and loss area shall be resumed in the absence of asbestos or polychlori- (other than damage or loss insured under property insurance nated biphenyl(PCB),or when It has been rendered harmless, required by the Contract Documents)to property referred to in by written agreement of the Owner and Contractor, or in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or In part by the accordance with final determination by the Architect on which Contractor, a Subcontractor, a Sub-subcontractor, or anyone arbitration has not been demanded, or by arbitration under directly or indirectly employed by any of them,or by anyone Article 4. for whose acts they may be liable and for which the Contractor is responsible under Clauses 10.2.1.2 and 10.2.1.3, except 10.1.3 The Contractor shall not be required pursuant to Article damage or loss attributable to acts or omissions of the Owner 7 to perform without consent any Work relating to asbestos or or Architect or anyone directly or indirectly employed by polychkrinated biphenyl(PCB). either of them,or by anyone for whose acts either of them may be liable,and not attributable to the fault or negligence of the 10.1.4 To the fullest extent permitted by law,the Owner shall Contractor. The foregoing obligations_of the Contractor are in indemnify and hold harmless the Contractor,Architect, Archi- addition to the Contractor's obligations under Paragraph 3.18. tect's consultants and agents and employees of any of them 10.2.6 The Contractor shall designate a responsible member of from and against claims,damages,losses and expenses,includ o ing but not limited to attorneys fees,arising out of or resulting the Contractor's organization at the site whose duty shall be the affected area if in fact the prevention of accidents.This person shall be the Contractor's bm performance of the Work in the a aterial is asbestos or polychlorinated biphenyl(PCB)and has in writing to t unless otherwise designated by the Contractor not been rendered harmless,provided that such claim,damage, in writing to the Owner and Architect. loss or expense is attributable to bodily injury,sickness,disease 10.2.7 The Contractor shall not load or permit any part of the or death, or to injury to or destruction of tangible property construction or site to be loaded so as to endanger its safety. (other than the Work itself) including loss of use resulting therefrom,but only to the extent caused In whole or in part by 10.3 EMERGENCIES negligent acts or omissions of the Owner, anyone directly or 10.3.1 In an emergency affecting safety of persons or property, indirectly employed by the Owner or anyone for whose acts the Contractor shall act,at the Contractor's discretion, to pre- the Owner may be liable, regardless of whether or not such vent threatened damage, injury or loss. Additional compensa- claim, damage, loss or expense is caused in part by a party tion or extension of time claimed by the Contractor on account indemnified hereunder.Such obligation shall not be construed of an emergency shall be determined as provided in Paragraph to negate, abridge, or reduce other rights or obligations of 4.3 and Article 7. indemnity which would otherwise exist as to a party or person described in this Subparagraph 10.1 A. ARTICLE 11 10.2 SAFETY OF PERSONS AND PROPERTY INSURANCE AND BONDS 10.2.1 The Contractor shall take reasonable precautions for 11.1 CONTRACTOR'S LIABILITY INSURANCE safety of, and shall provide reasonable protection to prevent damage,injury or loss to: 11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in .1 employees on the Work and other persons who may the jurisdiction in which the Project is located such insurance as be affected thereby; will protect the Contractor from claims set forth below which .2 the Work and materials and equipment to be incorpo- may arise out of or result from the Contractor's operations rated therein, whether in storage on or off the site, under the Contract and for which the Contractor may be legally under care, custody or control of the Contractor or liable, whether such operations be by the Contractor or by a the Contractor's Subcontractors or Sub-subcontrac. Subcontractor or by anyone directly or indirectly employed by tors;and any of them,or by anyone for whose acts any of them may be .3 other property at the site or adjacent thereto,such:IS liable: trees, shrubs, lawns, walks, pavements, roadways, .1 claims under workers' or workmen's compensation, structures and utilities not designated for removal, relo- disability benefit and other similar Ltttployce benefit acts catkin or rcpla$vmt:nt in the course of construction. which are applicahle to the Work to be performed; AIA DOCUMENT A201•GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIAO •0 19117 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.2WU4 A201-1987 19 nated portion thereof is substantially complete. If the such inspection and,when the Architect finds the Work accept- Architect's Inspection discloses any Item, whether or not able under the Contract Documents and the Contract fully per- included on the Contractor's fist, which is not In accordance formed,the Architect will promptly issue a final Certificate for Cwith the requirements of the Contract Documents,the Contrac- Payment stating that to the best of the Architect's knowledge, for shall,before issuance of the Certificate of Substantial Com- information and belief, and on the basis of the Architect's pletion,complete or correct such Item upon notification by the observations and inspections,the Work has been completed in Architect. The Contractor shall then submit a request for accordance with terms and conditions of the Contract Docu- another Inspection by the Architect to determige Substantial ments and that the entire balance found to be due the Contrac- Completion. When the Work or designated portion thereof is tar and noted in said final Certificate Is due and payable. The substantially complete, the Architect will prepare a Certificate Architect's final Certificate for Payment will constitute a further of Substantial Completion which shall establish the date of Sub- representation that conditions listed in Subparagraph 9.10.2 as stantial Completion, shall establish responsibilities of the precedent to the Contractor's being entitled to final payment Owner and Contractor for security,maintenance,heat,utilities, have been fulfilled. damage to the Work and Insurance, and shall fix the time within which the Contractor shall finish all items on the list 9,10.2 Neither final payment nor any remaining retained accompanying the Certificate.Warranties required by the Con- percentage shall become due until the Contractor submits to tract Documents shall commence on the date of Substantial the Architect(1)an affidavit that payrolls,bills for materials and Completion of the Work or designated portion thereof unless equipment,and other indebtedness connected with the Work otherwise provided in the Certificate of Substantial Comple- for which the Owner or the Owner's property might be lion. The Certificate of Substantial Completion shall be sub- responsible or encumbered(less amounts withheld by Owner) mitted to the Owner and Contractor for their written accep- have been paid or otherwise satisfied,(2)a certificate cvidenc- tance of responsibilities assigned to them in such Certificate. Ing that Insurance required by the Contract Documents to remain in force after final payment is currently in effect and will 9.8.3 Upon Substantial Completion of the Work or designated not be cancelled or allowed to expire until at [east 30 days' portion thereof and upon application by the Contractor and prior written notice has been given to the Owner,(3)a written certification the Architect, the Owner shall make payment,In the statement that the Contractor knows of no substantial reason reflecting adjuuss tment in ge,if any,for such Work or poi that the Insurance will not be renewable to cover the period lion thereof as provided n the Contract Documents. required by the Contract Documents,(4)consent of surety,if 9.9 PARTIAL OCCUPANCY OR USE any,to final payment and(5),*If required by the Owner,other data establishing payment or satisfaction of obligations,such as 9.9.1 The Owner may occupy or use any completed or par- receipts,releases and waivers of liens,claims,security Interests tially completed portion of the Work at any stage when such or encumbrances arising out of the Contract,to the extent and portion Is designated by separate agreement with the Contrac- in such form as may be designated by the Owner. If a Subcon- tor, provided such occupancy or use is consented to by the tractor refuses to furnish a release or waiver required by the ',,insurer as required under Subparagraph 11.3.11 and authorized Owner, the Contractor may furnish a bond satisfactory to the 'by public authorities having Jurisdiction over the Work. Such Owner to indemnify the Owner against such lien. if such lien partial occupancy or use may commence whether or not the remains unsatisfied after payments are made, the Contractor portion is substantially complete, provided the Owner and shall refund to the Owner all money that the Owner may be Contractor have accepted In writing the responsibilities compelled to pay in discharging such lien, including all costs assigned to each of them for payments, retainage if any,secu- and reasonable attorneys' fees. rity,maintenance,heat,utilities,damage to the Work and insur- ance,and have agreed in writing concerning the period for cor- 9.10.3 If,after Substantial Completion of the Work,final com- rection of the Work and commencement of warranties pletion thereof is materially delayed through no fault of the required by the Contract Documents. When the Contractor Contractor or by issuance of Change Orders affecting final considers a portion substantially complete,the Contractor shall completion, and the Architect so confirms, the Owner shall, prepare and submit a list to the Architect as provided under upon application by the Contractor and certification by the Subparagraph 9.8.2. Consent of the Contractor to partial occu- Architect,and without terminating the Contract,make payment pancy or use shall not be unreasonably withheld.The stage of of the balance due for that portion of the'Work fully completed the progress of the Work shall be determined by written agree- and accepted.If the remaining balance for Work not fully com- ment between the Owner and Contractor or,if no agreement is pleted or corrected is less than retainage stipulated in the Con- reached, by decision of the Architect, tract Documents,and if bonds have been furnished,the written consent of surety to payment of the balance due for that por- 9.9.2 Immediately prior to such partial occupancy or use,the tion of the Work fully completed and accepted shaft be submit- Owner,Contractor and Architect shall jointly inspect the area ted by the Contractor to the Architect prior to certification of to be occupied or portion of the Work to be used in order to such payment. Such payment shall be made under terms and determine and record the condition of the Work. conditions governing final payment, except that it shall not constitute a waiver of claims.The making of final payment shall 9.9.3 Unless otherwise agreed upon,partial occupancy or use constitute a waiver of claims by the Owner as provided in Sub- of a portion or portions of the Work shall not constitute accep- paragraph 4.3.5. tance of Work not complying with the requirements of the Contract ikxilments' 9.10.4 Acceptance of final payment by the Contractor, a Sub- 9.10 FINAL COMPLETION AND FINAL PAYMENT contractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing 9.10.1 Upton receipt of written notice that the Work is ready and identified by that payee as unsettled at the time of final Irfor final inspection and acceptance and upon receipt of a final Application for Payment. Such waivers shall be in addition to Application for Payment, the Architect will promptly make the waiver described in Subparagraph 4.3.5. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 18 01.1967 AIAO •©1987 THE AMERICAN INSTITUTE OFARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 Owner a Certificate for Payment, with a copy to the Contrac- 9.5.2 When the above reasons for withholding certification are tor, for such amount as the Architect determines is properly removed, certification will be made for amounts previously due, or notify the Contractor and Owner in writing of the withheld. `,rchitect's reasons for withholding certification in whole or in 9.6 PROGRESS PAYMENTS Bart as provided in Subparagraph 9.5.1. 9.6.1 After the Architect has issued a Certificate for Payment, 9.4.2 The issuance of a Certificate for Payment will constitute a the Owner shall make payment in the manner and within the representation by the Architect to the Owner, based on the time provided in the Contract Documents,and shall so notify Architect's observations at the site and the data comprising the the Architect. Application for Payment,that the Work has progressed to the 9.6.2 The Contractor shall promptly pay each Subcontractor, point indicated and that,to the best of the Architect's knowl- upon receipt of payment from the Owner,out of the amount edge, information and belief, quality of the Work is in accor- paid to the Contractor on account of such Subcontractor's por- dance with the Contract Documents.The foregoing representa- lion of the Work, the amount to which said Subcontractor is tions are subject to an evaluation of the Work for conformance entitled,reflecting percentages actually retained from payments with the Contract Documents upon Substantial Completion,to to the Contractor on account of such Subcontractor's portion results of subsequent tests and inspections,to minor deviations of the Work. The Contractor shall, by appropriate agreement from the Contract Documents correctable prior to completion with each Subcontractor, require each Subcontractor to make and to specific qualifications expressed by the Architect. The payments to Sub-subcontractors in similar manner. Issuance of a Certificate for Payment will further constitute a representation that the Contractor Is entitled to payment In the 9.6.3 The Architect will, on request, famish•to a subcontrac- amount certifled.However,the Issuance of a Certificate for Pay- tor, if practicable, information regarding percentages of com- ment will not be a representation that the Architect has (1) pletion or amounts applied for by the Contractor and action made exhaustive or continuous on-site inspections to check the taken thereon by the Architect and Owner on account of por- quality or quantity of the Work, (2) reviewed construction tions of the Work done by such Subcontractor. reviewed methods,s of techniques, sequences received from Subcontractors 9.6.4 Neither the Owner nor Architect shall have an obligation and material suppliers and other data requested by the Owner t money to a Subcontractor a pay or to see to the payment to substantiate the Contractor's right to payment or(4) made except as may otherwise be required by law. examination to ascertain how or for what purpose the Contrac- 9.6.5 Payment to material suppliers shall be treated in a manner for has used money previously paid on account of the Contract similar to that provided in Subparagraphs 9.6.2,9.6.3 and 9.6.4. Sum. 9.6.6 A Certificate for Payment,a progress payment,or partial 9.5 DECISIONS TO WITHHOLD CERTIFICATION or entire use or occupancy of the Project by the Owner shall not constitute acceptance Of Work not in accordance with the r 1.5.1 The Architect may decide not to certify payment and Contract Documents. -may withhold a Certificate for Payment in whole or in part,to 9.7 FAILURE OF PAYMENT the extent reasonably necessary to protect the Owner,if in the Architect's opinion the representations to the Owner required 9.7.1 if the Architect does not issue a Certificate for Payment, by Subparagraph 9.4.2 cannot.,be made. If the Architect is through no fault of the Contractor, within seven days after unable to certify payment in the amount of the Application,the receipt of the Contractor's Application for Payment, or if the Architect will notify the Contractor and Owner as provided in Owner does not pay the Contractor within seven days after the Subparagraph 9.4.1. if the Contractor and Architect cannot date established in the Contract Documents the amount cer- agree on a revised amount,the Architect will promptly issue a tified by the Architect or awarded by arbitration,then the Con- Certificate for Payment for the amount for which the Architect tractor may, upon seven additional days'written notice to the is able to make such representations to the Owner.The Archi- Owner and Architect, stop the Work until payment of the tect may also decide net to certify payment or, because of amount owing has been received. The Contract Time shall be subsequently discovered evidence or subsequent observations, extended appropriately and the Contract Sum shall be may nullify the whole or a part of a Certificate for Payment increased by the amount of the Contractor's reasonable costs of previously issued, to such extent as may be necessary in the shut-down,delay and start-up,which shall be accomplished as Architect's opinion to protect the Owner from loss because of: provided in Article 7. 9.8 SUBSTANTIAL COMPLETION .1 defective Work not remedied; 9.8.1 Substantial Completion is the stage.In the progress of the .2 third party claims filed or reasonable evidence indicat- Work when the Work or designated portion thereof is suffi- ing probable filing of such claims; cientfy complete in accordance with the Contract Documents .3 failure of the Contractor to make payments prop- so the Owner can occupy or utilize the Work for its Intended erly to Subcontractors or for labor, materials or use. equipment; .4 reasonable evidence tha[ the Work cannot bo com 9.6.2 When the Contractor considers that the Work,or a por- plaso for the unpaid balance of the Contract Sum; Lion thereof which the Owner agrees to accept separately, is substantially complete,the Contractor shall prepare and submit .5 damage to the owner or another contractor; to the Architect a comprehensive list of items to be completed .6 reasonable evidence that the Work will not be com- or corrected. The Contractor shall proceed promptly to com- pleted within the Contract Time,and that the unpaid plcte and correct items on the list.Failure to include an item on balance would not be adequate to cover actual or such list does not alter the responsibility of the Contractor to liquidated damages for the anticipated delay;or complete 211 Work in accordance with the Contract Doeu- .7 persistent failure to carry out the Work in accordance ments. Upon receipt of the Contractor's list,the Architect will with the Contract Documents. make an Inspection to determine whether the Work or desig- AIA DOCUMENT A201 •GENERAL.CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION A10 •0 1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.21x>tl6 A201-1987 17 7.4 MINOR CHANGES IN THE WORK ARTICLE 9 7.4.1 The Architect will have authority to order minor changes in the Work not involving adjustment in the Contract Sum or PAYMENTS AND COMPLETION pension of the Contract Time and not Inconsistent with the 9.1 CONTRACT SUM nt of the Contract Documents. Such changes shall be 9.1.1 The Contract Sum is stated in the Agreement and,includ- effected by written order and shall be binding on the Owner png authorized adjustments,is the total amount payable by the and Contractor. The Contractor shall carry out such written Owner to the Contractor for performance of the Work under orders promptly. / the Contract Documents. ARTICLE 8 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment,the Contractor TIME shall submit to the Architect a schedule of values allocated to various portions of the Work,prepared in such form and sup- 8.1 DEFINITIONS ported by such data to substantiate its accuracy as the Architect 8.1.1 Unless otherwise provided, Contract Time is the period may require.This schedule,unless objected to by the Architect, of time, including authorized adjustments,allotted In the Con- shalt be used as a basis for reviewing the Contractor's Appllu tract Documents for Substantial Completion of the Work. tions for Payment. 8.1.2 The date of commencement of the Work is the date 9.3 APPLICATIONS FOR PAYMENT established in the Agreement.The date shall not be postponed 9.3.1 At least ten days before the date established for each by the failure to act of the Contractor or of persons or entities progress payment, the Contractor shall submit to the Architect for whom the Contractor is responsible. an itemized Application for Payrhent for operations completed in accordance with the schedule of values. Such application 8.1.3 The date of Substantial Completion is the date certified shall be notarized, if required, and supported by such data by the Architect in accordance with Paragraph 9.8. substantiating the Contractor's right to payment as the Owner 6.1.4 The term"day"as used in the Contract Documents shall or Architect may require, such as copies of requisitions from mean calendar day unless otherwise specifically defined. Subcontractors and material suppliers, and reflecting retainage 8.2 PROGRESS AND COMPLETION if provided for elsewhere in the'Contract Documents. 8.2.1 Time limits stated in the Contract Documents are of the 9.3.1.1 Such applications may inglude requests for payment on essence of the Contract. By executing the Agreement the Con- account of changes in the Work which have been properly tractor confirms that the Contract Time is a reasonable period authorized by Construction Change Directives but not yet for performing the Work. included in Change Orders. 2.2 The Contractor shall not knowingly, except by agree' 9.3.1.2 Such applications may not include requests for pay- ment of amounts the Contractor'does not intend to pay to a xnt or instruction of the Owner in writing,prematurely com Subcontractor or material supplier because of a dispute or other mence operations on the site or elsewhere prior to the effective date of insurance required by Article 1 I to be furnished by the reason. Contractor.The date of commencement of the Work shall not 9.3.2 Unless otherwise provided in the Contract Documents, be changed by the effective date of such insurance.Unless the payments shall be made on account of materials and equipment date of commencement Is established by a notice to proceed delivered and Suitably stored at the site for subsequent incor- given by the Owner, the Contractor shall notify the Owner in poration in the Work. If approved in advance by the Owner, writing not less than five days or other agreed period before payment may similarly be made for materials and equipment commencing the Work to permit the timely filing of mortgages, suitably stored off the site at a location agreed upon in writing. mechanic's liens and other security interests. Payment for materials and equipment stored on or off the site 8.2.3 The Contractor shalt proceed expeditiously with ade- shall he conditioned upon compliance by the Contractor with quite forces and shall achieve Substantial Completion within procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or otherwise protect the the Co>ntrrct Time. Owner's interest, and shall include applicable insurance, 8.3 DELAYS AND EXTENSIONS OF TIME storage and transportation to the site for such materials and 8.3.1 If the Contractor is delayed at any time in progress Of the equipment stored off the site. Work by an act or neglect of the Owner or Architect,or of an ' 9,3.3 The Contractor warrants that title to all Work covered by employee of either, or of a separate contractor employed by :an Application fix Payment will pass to the Owner no later than the Owner, or by changes ordered in the Work, or by labor the time of payment. The Contractor further warrants that disputes,fire,unusual delay in deliveries,unavoidable casualties upon submittal of an Application for Payment all Work for or other causes beyond the Contractor's control,or by delay which Certificates for Payment have been previously issued authorised by the Owner pending arbitration, or by other and payments received from the Owner shall,to the best of the causes which the Architect determines may justify delay, then Contractor's knowledge, information and belief, be free and the(Contract Time shall he extended by Change Order for Such clear of liens, claims, security interests or encumbrances in reasonable time as the Architect may determine• favor of tho;Contractor, Subcontractors, material suppliers,or 8.3.2 Claims relating to time shall be made in accordance with other persons or entities making a claim by reason of having applicable provisions of Paragraph 4.3. provided lalxwr,materials and equipment relating to the Work. 8.3.3 This Paragraph 8.3 does not preclude recovery of dam- 9.4 CERTIFICATES FOR PAYMENT ,cs for delay by either party under Other provisions of the 9.4.1 The Architect will, within seven days after receipt of the mirtct Documents. Contractor's Application for Payment, either issue to the AIA t)MMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUL ON•FOURTEENTH EDITION 16 A201-1987 AIA& •01987 THE AMERICAN INSTITUTE OFARCHITECTS,'1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.2(X)06 ARTICLE 7 .3 cast to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percent- CHANGES IN THE WORK age fee;or .4 as provided in Subparagraph 7.3.6. 1 CHANGES 7.3.4 Upon receipt of a Construction Change Directive, the 7.1.1 Changes in the Work may be accomplished after execu- Contractor shall promptly proceed with the change in the tion of the Contract,and without invalidating the C;Ontraet,by Work Involved and advise the Architect of the Contractor's Change Order, Construction Change Directive or order for a agreement or disagreement with the method,if any,provided minor change in the Work,subject to the limitations stated in in the Construction Change Directive for determining the pro- this Article 7 and elsewhere in the Contract Documents, posed adjustment in the Contract Sum or Contract Time. 7.1.2 A Change Order shall be based upon agreement among 7.3.5 A Construction Change Directive signed by the Contrac- the Owner, Contractor and Architect, a Construction Change for indicates the agreement of the Contractor therewith,includ- Directive requires agreement by the Owner and Architect and Ing adjustment in Contract Sum and Contract Time or the may or may not be agreed to by the Contractor;an order for a method for determining them. Such agreement shall be effec- minor change In the Work may be issued by the Architect tive immediately and shall be recorded as a Change Order. atone. 7.3.6 if the Contractor does not respond promptly or disagrees 7.1.3 Changes in the Work shall be performed under appii- with the method for adjustment in the Contract Sum, the cable provisions of the Contract Documents,and the Conroe- method and the adjustment shall be determined by the Archi- tor shall proceed promptly, unless otherwise provided In the tect on the basis of reasonable expenditures and savings of Change Order, Construction Change Directive or order for a those performing the Work attributable to the change, Indud- minor change in the Work. ing, in case of an Increase in the Contract Sum, a reasonable 7.1.4 if unit prices arc stated in the' Contract Documents or allowance for overhead and profit. In such case,and also under subsequently agreed upon, and if quantities originally con- Clause 7.3.3.3, the Contractor shall keep and present, in such tempiated are so changed in a proposed Change Order or Con- form as the Architect may prescribe, an itemized accounting struction Change Directive that application of such unit prices together with appropriate supporting data. Unless otherwise to quantities of Work proposed will cause substantial inequity provided in the Contract Documents,costs for the purposes of to the Owner or Contractor, the applicable unit prices shall be this Subparagraph 7.3.6 shall be limited to the following: equitably adjusted. .1 costs of labor, including social security, old age and unemployment insurance,fringe benefits required by 7.2 CHANGE ORDERS agreement or custom, and workers' or workmen's 7.2.1 A Change Order is a written instrument prepared by the compensation insurance; zhitect and signed by the Owner,Contractor and Architect,- .2 costs of materials, supplies and equipment, Includ- ing their agreement upon all of the following: ing cost of transportation, whether incorporated or .1 a change in the Work; consumed; .2 the amount of the adjustment in the Contract Sum,if .3 rental costs of machinery and equipment,exclusive of any;and hand tools, whether rented from the Contractor or .3 the extent of the adjustment In the Contract Time, if others; any. .4 costs of premiums for all bonds and insurance,permit 7.2.2 Methods used in determining adjustments to the Contract fees, and sales, use or similar taxes related to the Work; and Sum may include those listed in Subparagraph 7.3.3. .5 additional costs of supervision and field office person- 7.3 CONSTRUCTION CHANGE DIRECTIVES nel directly attributable to the change. 7.3.1 A Construction Change Directive is a written order pre- 7,3.7 Pending final determination of cost to the Owner, pared by the Architect and signed by the Owner and Architect, amounts not in dispute may be'.included in Applications for directing a change in the Work and stating a proposed basis for Payment. The amount of credit to be allowed by the Contrac , adjustment, if any, in the Contract Sum or Contract Time, or for to the Owner for a deletion or change which results in a net both. The Owner may by Construction Change Directive, without invalidating the Contract, order changes In the Work decrease in the Contract Sum shall be actual net cost as con- firmed by the Architect. When both additions and credits within the general scope of the Contract consisting of adds- covering related Work or substitutions are Involved in a trans,deletions or other revisions, the Contract Sum and Con change,the allowance for overhead and profit shall be figured Con- tract Time being adjusted accor dingly. on the basis of net increase,if any,with respect to that change. 7.3.2 A Construction Change Directive shall be used in the 7.3.6 if the Owner and Contractor do not agree with the absence of total agme:ment on the terms of a Change Order. adjustment in Contract Time or the method for determining it, 7.3.3 if the Construction Change Directive provides for an the adjustment or the method shall be referred to the Architect adjustment to the Contract Sum,the adjustment shall be.based for determination. on one of the following methods: 7.3.9 When the Owner and Contractor agree with the deter- .1 mutual acceptance of a lump sum properly itemized mination made by the Architect concerning the adjustments in and supported by Sufficient substantiating data to per- the Contract Sum and Contract Time,or otherwise reach agree- mit evaluation; ment upon the adjustments,such agreement shall be effective .2 unit prices stated in the Contract Documents or sub- immediately and shall be recorded by preparation and execu- sequentiy agreed upon; lion of an appropriate Change Order. AIA DOCUMENT A201 •GFNERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-FOURTEENTH EDITION AIAO •C 1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.2(X106 A201-1967 15 5.3 SUBCONTRACTUAL RELATIONS 6.1.3 The Owner shall provide for coordination of the activi- ies of the Owner's own forces and of each separate contractor t 5.3.1 By appropriate agreement,written where legally required with the Work of the Contractor, who shall cooperate with t0—r validity,the Contractor shall require each Subcontractor,to them.The Contractor shall participate with other separate con- extent of the Work to be performed by the Subcontractor, , tractors and the Owner in reviewing their construction sched- ae bound to the Contractor by terms of the Contract Docu- ties when directed to do so. The Contractor shall make any meets,and to assume toward the Contractor all the obligations revisions to the construction schedule and Contract Stun E and responsibilities which the Contractor, by 12 se D - meets,assumes toward the Owner and Architect.112th subcocon deemed necessary after a Joint review and mutual agreement.- The construction schedules shall then constitute the schedules tract agreement shall preserve and protect the rights of the to be used by the Contractor, separate contractors and the Owner and Architect under the Contract Documents with Owner until subsequently revised. respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights,and 6.1.4 Unless otherwise provided in the Contract Documents, shall allow to the Subcontractor, unless specifically provided when the Owner performs construction or operations related otherwise In the subcontract agreement, the benefit of all to the Project with the Owner's own forces,the Owner shall be rights, remedies and redress against the Contractor that the deemed to be subject to the same obligations and to have the Contractor, by the Contract Documents, has against the same rights which apply to the Contractor under the Condi- Owner. Where appropriate, the Contractor shall require each tions of the Contract, including, without excluding others, Subcontractor to enter Into similar agreements with Sub-sub- those stated in Article 3, this Article 6 and Articles 10, 11 contractors. The Contractor shall make available to each pro- and 12. posed Subcontractor,prior to the execution of the subcontract agreement, copies of the Contract Documents to which the 6,2 MUTUAL RESPONSIBILITY Subcontractor will be bound,and,upon written request of the Subcontractor, Identify to the Subcontractor terms and condi- 6.2.1 The Contractor shall afford the Owner and separate con- tions of the proposed subcontract agreement which may be at tractors reasonable opportunity for introduction and storage of variance with the Contract Documents. Subcontractors shall their materials and equipment and performance of their activi- Similarly make copies of applicable portions of such documents ties and shall connect and coordinate the Contractor's con- available to their respective proposed Sub-subcontractors. struction and operations with theirs as required by the Contract 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS Documents. 5.4.1 Each subcontract agreement for a portion Qf the Work is 6.2.2 If part of the Contractor's Work depends for proper assigned by the Contractor to the Owner provided that: execution or results upon construction or operations by the .1 assignment is effective only after termination of the Owner or a separate contractor, the Contractor shall,prior to Contract by the Owner for cause pursuant to Para- proceeding with that portion of the Work,promptly report to graph 14.2 and only for those subcontract agreements the Architect apparent discrepancies or defects in such other which the Owner accepts by notifying the Subcon construction that would render it unsuitable for such proper tractor in writing;and execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or sepa .2 assignment is subject to the prior rights of the sgrety, rate contractors'completed or partially completed construction if any,obligated under bond relating to the Contract. is fit and proper to receive the Contractor's Work,except as to 5.4.2 if the Work has been suspended for more than 30 days, defects not then reasonably discoverable. the Subcontractor's compensation shall be equitably adjusted. 6.2.3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the party responsi- ARTICLE 6 bic therefor. 6.2.4 The Contractor shall promptly remedy damage wrong- CONSTRUCTION BY OWNER fully caused by the Contractor to completed or partially com- OR BY SEPARATE CONTRACTORS pleted construction or to property of the Owner or separate 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION contractors as provided in Subparagraph 10.2.5. i AND TO AWARD SEPARATE CONTRACTS 6.2.5 Claims and other disputes and matters in question 6.1.1 The Owner reserves the right to perform construction or between the Contractor and a separate contractor shall be sub- operations related to the Project with the Owner's own forces, ject to the provisions of Paragraph 4.3 provided the separate and to award separate contracts in connection with other por- contractor has reciprocal obligations. tions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially 6.2.6 The Owner and each separate contractor shall have the similar to these including those portions related to insurance same responsibilities for cutting and patching as are described and waiver of subrogation. if the Contractor claims that delay for the Contractor in Paragraph 3.14. or additional cost is involved because of such action by the Owner,the Contractor shall make such Claim as provided else- 6.3 OWNER'S RIGHT TO CLEAN UP where in the Contract Documents. 6.3.1 If a dispute arises among the Contractor, separate con- 6.1.2 When separate contracts are awarded for different por- tractors and the Owner as to the responsibility under their tions of the Project or other construction or operations on the respective contracts for maintaining the premises and surround- ite, the term"Contractor" in the Contract Documents in each ing area free from waste materials and rubbish as described in shall mean the Contractor who executes each separate Paragraph 3.t 5,the Owner may clean up and allocate the cost ner-Contractor Agreement. among those responsible as the Architect determines to be just. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 14 A201-1987 AIA* •©1987 THE AMERICAN INSTITUTE OFARC.HITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20000 4.5.2 Ruts and Notices for Arbitration.Claims between the 4.5.6 Claims and Timely Assertion of Claims. A party who Owner and Contractor not resolved under Paragraph 4.4 shall, files a notice of demand for arbitration must assert in the if subject to arbitration under Subparagraph 4.5.1, be decided demand all Claims then known to that party on which arbitm- y arbitration in accordance with the Construction Industry tion is permitted to be demanded.When a party fails to include arbitration Rules of the American Arbitration Association cur- a Claim through oversight, Inadvertence or excusable neglect, rently in effect, unless the panics mutually agree otherwise, or when a Claim has matured or been acquired subsequently, Notice of demand for arbitration shall be filed in yriting with the arbitrator or arbitrators may permit amendment. the other party to the Agreement between the Owner and Con- tractor and with the American Arbitration Association, and a 4.5.7 Judgment on Final Award.The award rendered by the copy shall be flied with the Architect. arbitrator or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court 4.5.3 Contract Performance During Arbitration.During arbi- having jurisdiction thereof tration proceedings, the Owner and Contractor shall comply with Subparagraph 4.3.4. ARTICLE 5 4.5.4 When Arbitration May Be Demanded.Demand for arbi- tration of any Claim may not be made until the earlier of(1)the SUBCONTRACTORS date on which the Architect has rendered a final written deci- 5.1 DEFINITIONS sion on the Claim,(2)the tenth day after the parties have pre- sented evidence to the Architect or have been given reasonable 5.1.1 A Subcontractor is a person or entity who has a direct opportunity to do so, if the Architect has not rendered a final contract with the Contractor to.perform a portion of the Work written decision by that date, or (3) any of the five events at the site.The term"Subcontractor"is referred to throughout described in Subparagraph 4.3.2. the Contract Documents as if singular in number and means a 4.5.4.1 When a written decision of the Architect states that(1) Subcontractor or an authorized representative of the Subcon- the decision is final but subject to arbitration and(2)a demand tractor.The term"Subcontractor"does not include a separate for arbitration of a Claim covered by such decision must be contractor or subcontractors of a separate contractor. made within 30 days after the date on which the party making 5,1.2 A Sub-subcontractor is a person or entity who has a the demand receives the final written decision, then failure to direct or Indirect contract with a Subcontractor to perform a demand arbitration within said 30 days' period shall result in portion of the Work at the site.The term"Sub-subcontractor" the Architect's decision becoming final and binding upon the is referred to throughout the Contract Documents as if singular Owner and Contractor.If the Architect renders a decision after in number and means a Sub-subcontractor or an authorized arbitration proceedings have been initiated,such decision may representative of the Sub-subcontractor. be entered as evidence,but shall not supersede arbitration pro- eedings unless the decision is acceptable to all parties 5.2 AWARD OF SUBCONTRACTS AND OTHER 'oncemed. CONTRACTS FOR PORTIONS OF THE WORK 4.5.4.2 A demand for arbitration shall be made within the time 5.2.1 Unless otherwise stated in the Contract Documents or limits specified in Subparagraphs 4.5.1 and 4.5.4 and Clause the bidding requirements, the Contractor, as soon as prac- limits 1 e applicable, and i r other cases within a reasonable ticable after award of the Contract, shall furnish in writing to time after the Claim has arisen,and in se event shall It s made the Owner through the Architect the names of persons or enti- after the date when institution of legal or equitable proceedings ties(Including those who are to furnish materials or equipment based on such Claim would be barred by the applicable statute fabrIrated to a special design)proposed for each principal por- of limitations as determined pursuant to Paragraph 13.7. lion of the Work.The Architect will promptly reply to the Con- tractor in writing stating whether or not the Owner or the 4.5.5 Limitation on Consolidation or Jointler. No arbitration Architect, after due investigation, has reasonable objection to arising out of or relating to the Contract Documents shall any such proposed person or entity. Failure of the Owner or include, by consolidation or joinder or in any other manner, Architect to reply promptly shall constitute notice of no reason- the Architect,the Architect's employees or consultants,except able objection. by written consent containing specific reference to the Agree- 5.2.2 The Contractor shall not contract with a proposed per- ment and signed by the Architect,Owner,Contractor and any son or entity to whom the Owner or Architect has made rea- other person or entity sought to be joined.No arbitration shall sonablr and timely objection. The Contractor shat! not be include, by consolidation or joinder or in any other manner, required to contract with anyone to whom the Contractor has parties other than the Owner, Contractor, a separate contrac- made reasonable objection. for as described in Article 6 and other persons substantially involved in a common question of fact or law whose presence 5.2.3 If the Owner or Architect has reasonable objection to a is required if complete relief is to be accorded in arbitration.No person or entity proposed by the Contractor, the Contractor person or entity other than the Owner,Contractor or a separate shall propose another to whom the Owner or Architect has no contractor as described in Ankle 6 shall be included as an orig- reasonable objection. The Contract Sum shall be increased or inal third party or additional third party to an arbitration whose decreased by the difference in cost occasioned by such change Interest or responsibility is insubstantial.Consent to arbitration and an,appropriate Change Order shall be issued.However,no involving an additional person or entity shall not constitute increase in the Contract Sum shalt be allowed for such change consent to arbitration of a dispute not described therein or with unless the Contractor has acted promptly and responsively in a person or entity not named or described therein. The fore- submitting names as required. going agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties 5.2.4 The Contractor shall not change a Subcontractor,person the Agreement shall be specifically enforceable under appli- or entity previously selected if the Owner or Architect makes cable law in any court having jurisdiction thereof reasonable objection to such change. AIA DOCUMENT A201-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-FOURTEENTH EDITION A10 1@ 1987 THE AMERICAN INSTITUTE OFARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20000 A201-1987 13 4.3.4 Continuing Contract Performance. Pending final reso- substantiating that weather conditions were abnormal for the lution of a Claim including arbitration,unless otherwise agreed period of time and could not have been reasonably anticipated, in writing the Contractor shall proceed diligently with perfor- and that weather conditions had an adverse effect on the mane of the Contract and the Owner shall continue to make scheduled construction. ?payments in accordance with the Contract Documents. 4.3.9 Injury or Damage to Person or Property. If either party 4.3.5 Walver of Claims. Final Payment. The making of final to the Contract suffers injury or damage to person or property payment shall constitute a waiver of Claims b�+ the Owner because of an act or omission of the other party,of any of the except those arising from: other party's employees or agents,or of others for whose acts .1 liens,Claims,security interests or encumbrances aris- such party is legally liable, written notice of such injury or ing out of the Contract and unsettled; damage, whether or not insured, shall be given to the other .2 failure of the Work to comply with the requirements party within a reasonable time not exceeding 21 days after first of the Contract Documents;or observance.The notice shall provide sufficient detail to enable the other party to investigate the matter. If a Claim for addf- .3 terms of special warranties required by the Contract tional cost or time related to this Claim is to be asserted,it shall Documents. be filed as provided in Subparagraphs 4.3.7 or 4.3.8. 4.3.6 Claims for Concealed or Unknown Conditions.If con- 4.4 RESOLUTION OF CLAIMS AND DISPUTES ditions are encountered at the site which are(1)subsurface or otherwise concealed physical conditions which differ materl 4.4.1 The Architect will review Claims and take one or more of ally from those Indicated in the Contract Documents or (2) the following preliminary actions within ten days of receipt of a unknown physical conditions of an unusual nature,which dif- Claim:(1)request additional supporting data from the claimant, fer materially from those ordinarily found to exist and generally (act expects 2 schedule action, tries indicating he Caim when the or In recognized as Inherent In construction activities of the art, xpec reasons for rejection, 4 character provided for in the Contract Documents,then notice the Claim b the other rej ti ( )recommend approval of by the observing party shall be given to the other party Y party (5)suggest a compromise.The promptly before conditions are disturbed and in no event later Architect may also,but is not obligated to,notify the surety,if than 21 days after first observance of the conditions.The Archi- any,of the nature and amount of the Claim. tact will promptly Investigate such conditions and,if they differ 4.4.2 if a Claim has been resolved,the Architect will prepare or materially and cause an increase or decrease in the Contractor's obtain appropriate documentation. cost of, or time required for, performance of any part of the Work,will recommend an equitable adjustment in the Contract 4.4.3 If a Claim has not been resolved,,the party making the Sum or Contract Tine,or both.If the Architect determines that Claim shall, within ten days after the Architect's'preliminary the conditions at the site are not materially different from those response,take one or more of the following actions:(1)submit indicated in the Contract Documents and that no change in the additional supporting data requested by the Architect, (2) f ' terms of the Contract is justified, the Architect shall so notify modify the initial Claim or(3)notify the Architect that the initial the Owner and Contractor in writing, stating the reasons. Claim stands. Claims by either party In opposition to such determination must be made within 21 days after the Architect has given 4.4.4 If a Claim has not been resolved after consideration of the notice of the decision. If the Owner and Contractor cannot foregoing and of further evidence presented by the panics or agree on an adjustment in the Contract Sum or Contract Time, requested by the Architect,the Architect will notify the parties the adjustment shall be referred to the Architect for Initial deter- in writing that the Architect's decision will be made within mination,subject to further proceedings pursuant to Paragraph seven days, which decision shall be final and binding on the 4.4. parties but subject to arbitration.Upon expiration of such time 4.3.7 Claims for Additional Cost. If the Contractor wishes to period, the Architect will render to the parties the Architect's make Claim for an increase in the Contract Sum,written notice written decision relative to the Claim,Including any change in as provided herein shall be given before proceeding to execute the Contract Sum or Contract Time or both.If there is a surety the Work.Prior notice is not required for Claims relating to an and there appears to be a possibility of a Contractor's default, emergency endangering life or property arising under Para the Architect may,but is not obligated to,notify the surety and graph 10.3. If the Contractor believes additional cost is request the surety's assistance in resolving the controversy. Involved for reasons including but not limited to(1)a written ! 4.5 ARBITRATION interpretation from the Architect,(2)an order by the Owner to stop the Work where the Contractor was not at fault,(3)a writ- 4.5.1 Controversies and Claims Subject to Arbitration.Any ten order for a minor change in the Work issued by the Archi controversy or Claim arising out of of related to the Contract, tact,(4)failure of payment by the Owner,(5)termination of the or the breach thereof, shall be settled by arbitration in accor- Contract by the Owner, (G) Owner's suspension or(7)other dance with the Construction Industry Arbitration Rules of the reasonable grounds,Claim shall be riled in accordance with the American Arbitration Association, and judgment upon the procedure established herein. award rendered by the arbitrator or arbitrators may be entered 4.3.8 Claims for Additional Time in any court having jurisdiction thereof,except controversies (>r Claims relating to aesthetic effect and except those waived as 4.3.6.1 if the Contractor wishes to make Claim for an increase provided for in Subparagraph 4.3.5. Such controversies or in the Contract Time,written notice as provided herein shall be Claims upon which the Architect has given notice and tendered given.The Contractor's Claim shall include an estimate of cost a decision as provided in Subparagraph 4.4.4 shall be subject to and of probable effect of delay on progress of the Work.in the arbitration upon written demand of either party. Arbitration case of a continuing delay only one Claim is necessary. may be commenced when 45 days have passed after a Claim 4.3.8.2 if adverse weather conditions are the basis for a Claim has been referred to the Architect as provided in Paragraph 4.3 for additional time,such Claim shall be documented by data and no decision has been rendered. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•Flt1RTEENTt1 EDITION 12 A201-1987 ALA* •0 1987 THE AMERICAN INSTITUTE OF ARCHITECTS.1735 NEW YORK AVENUE.NW..WASHINGTON,D.C.2(X)06 tractor,Subcontractors,or their agents or employees,or of any out the Architect's responsibilities at the site. The duties, other persons performing portions of the Work, responsibilities and limitations of authority of such project 4.2.4 Communications Facilitating Contract Administra- representatives shall be as set forth in an exhibit to be incorpo- tion.Except as otherwise provided in the Contract Documents rated in the Contract Documents. or when direct communications have been specially autho- 4.2.11 The Architect will interpret and decide matters concern- rized, the Owner and Contractor shall endeavoy to communi- ing performance under and requirements of the Contract cate through the Architect. Communications by and with the Documents on written request of either the Owner or Contrac- Architect's consultants shall be through the Architect.Commu- tor. The Architect's response to such requests will be made nications by and with Subcontractors and material suppliers with reasonable promptness.and within any time limits agreed shall be through the Contractor.Communications by and with upon. If no agreement Is made concerning the time within separate contractors shall be through the Owner. which interpretations required of the Architect shall be fur- 4.2.5 Based on the Architect's observations and evaluations of nished in compliance with this Paragraph 4.2,then delay shall the Contractor's Applications for Payment, the Architect will not be recognized on account of failure by the Architect to fur- review and certify the amounts due the Contractor and will nish such interpretations until 15 days after written request is issue Certificates for Payment In such amounts. made for them. 4.2.6 The Architect will have authority to reject Work which 4.2.12 Interpretations and decisions of the Architect will be does not conform to the Contract Documents. Whenever the consistent with the intent of and reasonably inferable from the Architect considers it necessary or advisable for impleme'nta- Contract Documents and will be in writing or in the form of tion of the intent of the Contract Documents,the Architect will drawings.When making such interpretations and decisions,the have authority to require additional inspection or testing of the Architect will endeavor to secure faithful performance by both Work in accordance with Subparagraphs 13.5.2 and 13.5.3, Owner and Contractor, will not show partiality to either and whether or not such Work is fabricated,installed or completed. will not be liable for results of interpretations or decisions so However,neither this authority of the Architect nor a decision rendered in good faith. made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Archi- 4.2.13 The Architect's decisions on matters relating to aesthetic tect to the Contractor,Subcontractors,material and equipment effect will be final if consistent with the intent expressed in the suppliers,their agents or employees,or other persons perform- Contract Documents. ing portions of the Work. 4.2.7 The Architect will review and approve or cake other 4.3 CLAIMS AND DISPUTES appropriate action upon the Contractor's submittals such as 4.3.1 Definition. A Claim is a demand or assertion by one of Shop Drawings, Product Data and Samples, but only for the the parties seeking,as a matterof right,adjustment or interpre- ,1mited purpose of checking for conformance with information tation of Contract terms,payment of money,extension of time ,given and the design concept expressed in the Contract Docu- or other relief with respect to the terms of the Contract. The ments. The Architect's action will be taken with such reason- term"Claim"also includes other disputes and matters in ques- able promptness as to cause no delay in the Work or in the tion between the Owner and Contractor arising out of or relat- activities of the Owner, Contractor or separate contractors, ing to the Contract. Claims must be made by written notice. while allowing Buff dent time in the Architect's professional The responsibility to substantiate Claims shall rest with the judgment to permit adequate review.Review of such submittals party making the Claim. is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and 4.3.2 Decision of Architect. Claims, including those alleging quantities, or for substantiating instructions for installation or an error or omission by the Architect,shall be referred Initially performance of equipment or systems,all of which remain the to the Architect for action as provided In Paragraph 4.4.A decl- responsibility of the Contractor as required by the Contract Sion by the Architect,as provided in Subparagraph 4.4.4,shall Documents.The Architect's review of the Contractor's submit- be required as a condition precedent to arbitration or litigation tals shall not relieve the Contractor of the obligations under of a Claim between the Contractor and Owner as to all such Paragraphs 3.3, 3.5 and 3.12. The Architect's review shall not matters arising prior to the date final payment is due,regardless constitute approval of safety precautions or, unless otherwise of(1)whether such matters relate to execution and progress of specifically stated by the Architect,of any construction means, the Work or(2)the extent to which the Work has been com- methods,techniques,sequences or procedures.The Architect's pleted. The decision by the Architect in response to a Claim approval of a specific item shall not indicate approval of an shall not be a condition precedent to arbitration or litigation in assembly of which the item is a component. the event(1)the position of Architect is vacant,(2)the Architect 4.2.8 The Architect will prepare Change Orders and Construe- has not received evidence or has failed io render a decision within agreed time limits, (3) the Architect has failed to take the the Change Directives, and may authorize minor changes in action required under Subparagraph 4.4.4 within 30 days after Work as provided in Paragraph 7.4. the Claim is made,(4)45 days have passed after the Claim has 4.2.9 The Architect will conduct inspections to determine the been referred to the Architect or (5) the Claim relates to a date or dates of Substantial Completion and the date of final mechanic's lien. completion, will receive and forward to the Owner for the Owner's review and records written warranties and related 4.3.3 Time Limits on Claims. Claims by either party must be documents required by the Contract and assembled by the made within 21 days after occurrence of the event giving rise to Contractor,and will Issue a final Certificate for Payment upon such Claim or within 21 days after the claimant first recognizes compliance with the requirements of the Contract Documents. the condition giving rise to the Claim whichever is later.Claims must be made by written notice. An additional Claim made 1.10 If the Owner ar4f Architect agree,the Architect will pro- after the initial Claim has been implemented by Change Order vide one or more project representatives to assist in carrying will not be considered unless submitted In a timely manner.. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION A10 0 01987 Tit@ AMERICAN INSTITUTE OFARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.2(x1()6 A201-1987 11 Owner or a separate contractor except with written consent of test's consultants, and agents and employees of any of them the Owner and of such separate contractor;such consent shall arising out of(1)the preparation or approval of maps,drawings, not be unreasonably withheld.The Contractor shall not unrea- opinions,reports,surveys,Change Orders,designs or spedfka- portably withhold from the Owner or a separate contractor the tions, or (2) the giving of or the failure to give directions or ;ontractor's consent to cutting or otherwise altering the Work. instructions by the Architect, the Architect's consultants, and 3.15 CLEANING UP agents and employees of any of them provided such giving or failure to give is the primary cause of the injury or damage. 3.15.1 The Contractor shall keep the premises aAd surround- Ing area free from accumulation Of waste materials or rubbish caused by operations under the Contract.At completion of the ARTICLE 4 Work the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction ADMINISTRATION OF THE CONTRACT equipment, machinery and surplus materials. 4,1 ARCHITECT 3.15.2 if the Contractor falls to clean up as provided in the 4.1.1 The Architect is the person lawfully licensed to practice Contract Documents, the Owner may do so and the cost architecture or an entity lawfully practicing architecture iden- thereof shall be charged to the Contractor. tified as such in the Agreement and is referred to throughout 3.16 ACCESS TO WORK the Contract Documents as if singular in number. The term 3.16.1 The Contractor shall provide the Owner and Architect "Architect" means the Architect or the Architect's authorized access to the Work in preparation and progress wherever representative. located. 4.1.2 Duties,responsibilities and limitations of authority of the 3.17 ROYALTIES AND PATENTS Architect as set forth in the Contract Documents shall not be restricted,modified or extended without written consent of the 3.17.1 The Contractor shall pay all royalties and license fees. Owner, Contractor and Architect. Consent shall not be unrea- The Contractor shall defend suits or claims for infringement of sonably withheld. patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for 4.1.3 In case of termination of employment of the Architect, such defense or loss when a particular design,process or prod- the Owner shall appoint an architect against whom the Con- uct of a particular manufacturer or manufacturers is required by tractor makes no reasonable objection and whose status under the Contract Documents. However,-if the Contractor has rea- the Contract Documents shall be that of the former architect. son to believe that the required design,process or product Is an 4.1.4 Disputes arising under Subparagraphs 4.1.2 and 4.1.3 infringement of a patent,the Contractor shall be responsible for shall be subject to arbitration. such loss unless such information is promptly furnished to the Architect. 4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT 3.18 INDEMNIFICATION 4.2.1 The Architect will provide administration of the Contract 3.18.1 To the fullest extent permitted by law, the Contractor as described in the Contract Documents, and will be the shall indemnify and hold harmless the Owner,Architect,Archi- Owner's representative (1) during construction, (2)until final tect's consultants, and agents and employees of any of them payment is due and(3) with the Owner's concurrence, from from and against claims,damages,losses and expenses,Includ- time to time during the correction period described in Para- ing but not limited to attorneys'fees,arising out of or resulting graph 12.2. The Architect will advise and consult with the from performance of the Work,provided that such claim,dam- Owner.The Architect will have authority to act on behalf of the age, loss or expense Is attributable to bodily injury, sickness, Owner only to the extent provided in the Contract Documents, disease or death,or to injury to or destruction of tangible prop- unless otherwise modified by written instrument in accordance erty(other than the Work itself)including loss of use resulting with other provisions of the Contract. therefrom,but only to the extent caused in whole or in part by negligent acts or omissions of the Contractor,a Subcontractor, 4.2.2 The Architect will visit the site at intervals appropriate to anyone directly or indirectly employed by them or anyone for the stage of construction to become generally familiar with the whose acts they may be liable, regardless of whether or not progress and quality of the completed Work and to determine such claim,damage,loss or expense is caused in part by a party in general if the Work is being performed 1n a manner Indicat indemnified hereunder.Such obligation shall not be construed ing that the Work,when completed,will be in accordance with to negate, abridge, or reduce other rights or obligations of the Contract Documents. However, the Architect will not be indemnity which would otherwise exist as to a party or person required to make exhaustive or continuous on-site inspections described in this Paragraph 3.18. to check quality or quantity of the Work.On the basis of on- site observations as an architect, the Architect will keep the 3.18.2 In claims against any person or entity indemnified Owner informed of progress of the Work,and will endeavor to under this Paragraph 3.18 by an employee of the Contractor,a guard the Owner against defects and deficiencies In the Work. Subcontractor,anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemniflca- 4.2.3 The Architect will not have control over or charge of and Lion obligation under this Paragraph 3.18 shall not be limited by will not be responsible for construction means, methods, a limitation on amount or type of damages, compensation or techniques,sequences or procedures,or for safety precautions benefits payable by or for the Contractor or a Subcontractor and programs in connection with the Work, since these are under workers' or workmen's compensation acts, disability solely the Contractor's responsibility as provided In Paragraph benefit acts or other employee benefit acts. 3.3. The Architect will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract 118.3 The obligations of the Contractor under this Paragraph Documents.The Architect will not have control over or charge :3.18 shall not extendtto the liability of the Architect,the Archi- of and will not be responsible for acts or omissions of the Con- AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 10 A201-1987 AIA* •©1987 THE AMERICAN INSTITUTE OFARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON.D.C.20006 .3 Contractor's costs for unloading and handling at the which submittals are required the way the Contractor proposes site, labor, installation costs, overhead, profit and to conform to the information given and the design concept other expenses contemplated for stated allowance expressed in the Contract Documents.Review by the Architect amounts shall be included in the Contract Sum and is subject to the limitations of Subparagraph 4.2.7. not in the allowances; 3.12.5 The Contractor shall review,approve and submit to the .4 whenever costs are more than or less than allowances, Architect Shop Drawings, Product Data, Samples and similar the Contract Sum shall be adjusted accordingly by submittals required by the Contract Documents with reason- Change Order.The amount of the Chagge Order shall able promptness and in such sequence as to cause no delay in reflect(1)the difference between actual costs and the the Work or in the activities of the Owner or of separate con- allowances under Clause 3.8.2.2 and (2) changes in tractors. Submittals made by the Contractor which are not Contractor's costs under Clause 3.8.2.3. required by the Contract Documents may be returned without 3.9 SUPERINTENDENT action. 3.9.1 The Contractor shall employ a competent superinten- 3.12.6 The Contractor shall perform no portion of the Work dent and necessary assistants who shall be In attendance at the requiring submittal and review of Shop Drawings, Product Project site during performance of the Work. The superinten- . Data,Samples or similar submittals until the respective submit- dent shall represent the Contractor,and communications given tal has been approved by the Architect. Such Work shall be in to the superintendent shall be as binding as if given to the Con- accordance with approved submittals. tractor. Important communications shall be confirmed in writ- ing. Other communications shall be similarly confirmed on 3.12.7 By approving and submitting Shop-.Drawings, Product written request in each case. Data,Samples and similar submittals,the Contractor represents 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES that the Contractor has determined and verified materials,field measurements and field construction criteria related thereto,or 3.10.1 The Contractor,promptly after being awarded the Con- will do so, and has checked and coordinated the Information tract,shall prepare and submit for the Owner's and Architect's contained within such submittals with the requirements of the information a Contractor's construction schedule for the Work. Work and of the Contract Documents. The schedule shall not exceed time limits current under the Contract Documents,shall be revised at appropriate intervals as 3.12.8 The Contractor shall not be relieved of responsibility required by the conditions of the Work and Project,shall be for deviations from requirements of the Contract Documents related to the entire Project to the extent required by the Con- by the Architect's approval of Shop Drawings, Product Data, tract Documents,and shall provide for expeditious and practi- Samples or similar submittals unless the Contractor has cable execution of the Work. specifically informed the Architect in writing of such deviation at the time of submittal and the Architect has given written 3.10.2 The Contractor shall prepare and keep current, for the approval to the specific deviation.The Contractor shall not be Architect's approval, a schedule of submittals which is coordi- relieved of responsibility for errors or omissions in Shop Draw- rmated with the Contractor's construction schedule and allows ings, Product Data,Samples or'similar submittals by the Archi- he Architect reasonable time to review submittals. tect's approval thereof. 3.10.3 The Contractor shall conform to the most recent 3.12.9 The Contractor shall direct specific attention,in writing schedules. or on resubmitted Shop Drawings, Product Data, Samples or 3.11 DOCUMENTS AND SAMPLES AT THE SITE similar submittals, to revisions other than those requested by 3.11.1 The Contractor shall maintain at the site for the Owner the Architect on previous submittals. one record copy of the Drawings, Specifications, addenda, 3.12.10 Informational submittals upon which the Architect is Change Orders and other Modifications, in good order and not expected to take responsive action may be so identified in marked currently to record changes and selections made during the Contract Documents. construction, and in addition approved Shop Drawings, Prod- 3.12.11 When professional certification of performance criteria uct Data, Samples and similar required submittals. These shall of materials,systems or equipment is required by the Contract be available to the Architect and shall be delivered to the Archi- Documents, the Architect shall be entitled to rely upon the tect for submittal to the Owner upon completion of the Work. accuracy and completeness cif such calculations and certifr- 3.12 SHOP DRAWINGS,PRODUCT DATA AND SAMPLES cations. 3.12.1 Shop Drawings are drawings, diagrams, schedules and 3.13 USE OF SITE other data specially prepared for the Work by the Contractor or 3.13.1 The Contractor shall confine operations at the site to a Subcontractor, Sub-subcontractor, manufacturer,supplier or areas permitted by law,ordinances, permits and the Contract distributor to illustrate some portion of the Work. Documents and shall not unreasonably encumber the site with 3.12.2 Product Data are illustrations, standard schedules, per- materials or equipment. formance chart~, Instructions, brochures, diagrams and other 3.14 CUTTING AND PATCHING information furnished by the Contractor to illustrate materials 3.14.1 The Contractor shall be responsible for cutting, fitting or equipment for sonic portion of the Work, or patching required to complete the Work or to make Its parts 3.12.3 Samples are physical examples which illustrate fit together properly. materials, equipment or workmanship and establish standards 3.14.2 The Contractor shall not damage or endanger a portion by which the Work will be judged. of the Work or fully or partially completed construction of the 3.12.4 Shop Drawings,Product Data,Samples and similar sub- Owner or separate contractors by cutting, patching or other- mittals are not Contract Documents.The purpose of their sub- wise altering such construction,or by excavation.The Contrac- littal is to demonstrate for those portions of the Work for for shall not cut or otherwise alter such construction by the AIA DOCUMENT A201 •GENERAL CONDITIONS OF TIIE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIA* •C 1987 TIM AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.2(xx)6 x201-1987 9 3.2 REVIEW OF CONTRACT DOCUMENTS AND 3.5 WARRANTY FiELD CONDITIONS BY CONTRACTOR 3.5.1 The Contractor warrants to the Owner and Architect that 32.1 The Contractor shall carefully study and compare the materials and equipment furnished under the Contract will be Contract Documents with each other and with information of good quality and new unless otherwise required or permit. furnished by the Owner pursuant to Subparagraph 2.2.2 and ted by the Contract Documents, that the Work will be free shall at once report to the Architect errors, inconsistencies or from defects not inherent in the quality required or permitted, omissions discovered.The Contractor shall not be liable to the and that the Work will conform with the requirements of the Owner or Architect for damage resulting from errors,inconsis- Contract Documents. Work not conforming to these require- tencies or omissions in the Contract Documents unless the means, including substitutions not properly approved and Contractor recognized such error, Inconsistency or omission authorized, may be considered defective. The Contractor's and knowingly failed to report it to the Architect. If the Con- warranty excludes remedy for damage or defect caused by tractor performs any construction activity knowing it involves abuse,modifications not executed by the Contractor,improper a recognized error, Inconsistency or omission in the Contract or insufficient maintenance, improper operation, or normal Documents without such notice to the Architect,the Contrac- wear and tear under normal usage.If required by the Architect, for shall assume appropriate responsibility for such perfor- the Contractor shall furnish satisfactory evidence as to the kind mance and shall bear an appropriate amount of the attributable and quality of materials and equipment. costs for correction. 3.6 TAXES 3.2.2 The Contractor shall take field measurements and verify 3.6.1 The Contractor shall pay sales,consumer,use and similar field conditions and shall carefully compare such field mea- taxes for the Work or portions thereof provided by the Con- surements and conditions and other information known to the tractor which are legally enacted when bids are received or Contractor with the Contract Documents before commencing negotiations concluded,whether or not yet effective or merely activities. Errors, inconsistencies or omissions discovered shall scheduled to go into effect., be reported to the Architect at once. 3.7 PERMITS,FEES AND NOTICES 3.2.3 The Contractor shall perform the Work in accordance 3.7.1 Unless otherwise provided in the Contract Documents, with the Contract Documents and submittals approved pur- the Contractor shall secure and pay for the building permit and suant to Paragraph 3.12. other permits and governmental fees, licenses and inspections 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES necessary for proper execution and completion of the Work which are customarily secured-after execution of the Contract 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor and which are legally required when bids are received or pogo tiations concluded. shall be solely responsible for and have control over construc- tion means, methods, techniques, sequences and procedures 3.7.2 The Contractor shall comply with and give notices and for coordinating all portions of the Work under the Con- required by laws, ordinances, rules, regulations and lawful ?tract, unless Contract Documents give other specific instruc- orders of public authorities bearing on performance of the tions concerning these matters. Work. 3.3.2 The Contractor shall be responsible to the Owner-for acts 3.7.3 it is not the Contractor's responsibility to ascertain that and omissions of the Contractpr's employees, Subcontractors the Contract Documents are in accordance with applicable and their agents and employees,and other persons performing laws,statutes,ordinances,building codes,and rules and regula- portions of the Work under a contract with the Contractor. tions.However,If the Contractor observes that portions of the Contract Documents are at variance therewith,the Contractor 3.3.3 The Contractor shalt not be relieved of obligations to per shall promptly notify the Architect and Owner in writing,and form the Work in accordance with the Contract Documents necessary changes shall be accomplished by appropriate either by activities or duties of the Architect in the Architect's Modification. administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the 3.7.4 If the Contractor performs Work knowing it to be con- Contractor. trary to laws,statutes,ordinances,building codes,and rules and regulations without such notice to the Architect and Owner, 3.3.4 The Contractor shall be responsible for inspection of por- the Contractor shall assume full responsibility for such Work tions of Work already performed under this Contract to deter- and shall bear the attributable costs. mine that such portions are in proper condition to receive sub- sequent Work. 3.8 ALLOWANCES 3.4 LABOR AND MATERIALS 3.8.1 The Contractor shall include in the Contract Sum all 3.4.1 Unless otherwise provided in the Contract Documents, allowances stated in the Contract Documents. Items covered the Contractor shall provide and pay for labor,materials,equip- by allowances shall be supplied for such amounts and by such meet, tools, construction equipment and machinery, water, persons or entities as the Owner may direct,but the Contractor heat, utilities, transportation, and other facilities and services shall not be required to employ persons or entities against necessary for proper execution and completion of the Work, which the Contractor makes reasonable objection. whether temporary or permanent and whether or not incorpo- 3.8.911illess otherwise provided in the Contract Documents: rated or to be incorporated in the Work. .1 materials and equipment under an allowance shall be 3.4.2 The Contractor shall enforce strict discipline and good selected promptly by the Owner to avoid delay in the order among the Contractor's employees and other persons Work; carrying out the Contract. The Contractor Shall not permit .2 allowances shall cover the cost to the Contractor of employment of unfit persons or persons not skilled in tasks materials and equipment delivered at the site and all assigned to them. required taxes, less applicable trade discounts; AIA DOCUMENT A201 *GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRULTION•FOURTEENTH EDITION 8 A201-1987 AIA* •©1"7 THE AMERICAN INSTITUTE OFARCHITECTS,1735 NEW YORK AVENUE.N.W.,WASHINGTON,D.C.2m)6 Work without the specific written consent of the Owner and ments and charges required for construction,use or occupancy Architect.The Contractor,Subcontractors,Sub-subcontractors of permanent structures or for permanent changes in existing and material or equipment suppliers are granted a limited facilities. ,license to use and reproduce applicable portions of the Draw- 2.2.4 Information or services under the Owner's control shall ings, Specifications and other documents prepared by the Architect appropriate to and for use in the execution of their be furnished by the Owner with reasonable promptness to Work under the Contract Documents. All copies made under - avoid delay in orderly progress of the Work. this license shall bear the statutory copyright notice, if any, 2.2,5 Unless otherwise provided in the Contract Documents, shown on the Drawings, Specifications and other documents the Contractor will be furnished,free of charge,such copies of prepared by the Architect. Submittal or distribution to meet Drawings and Project Manuals as are reasonably necessary for official regulatory requirements or for other purposes in con- execution of the Work. notion with this Project is not to be construed as publication in derogation of the Architect's copyright or other reserved 2,2.6 The foregoing are in addition to other duties and respon- rights• sibilities of the Owner enumerated herein and especially those 1.4 CAPITALIZATION in respect to Article 6(Construction by Owner or by Separate 1.4.1 Terms capitalized in these General Conditions Include Contractors), Article 9(Payments and Completion)and Article those which are(1)specifically defined, (2) the titles of num- 11 (Insurance and Bonds). bered articles and identified references to Paragraphs,Subpara- 2.3 OWNER'S RIGHT TO STOP THE WORK graphs and Clauses in the document or(3) the titles of other 2.3.1 If the Contractor fails tp correct Work which is not in documents published by the American Institute of Architects, accordance with the requirements of the Contract Documents 1.5 INTERPRETATION as required by Paragraph 12.2 or persistently fails to carry out 1.5.1 In the interest of brevity the Contract Documents fre- Work in accordance with the Contract Documents,the Owner, quently omit modifying words such as"all"and"any"and arts- by written order signed personally or by an agent specifically so cles such as"the" and"an,"but the fact that a modifier or an empowered by the Owner in writing, may order the Contrac- article is absent from one statement and appears in another is for to stop the Work,or any portion thereof,until the cause for not intended to affect the interpretation of either statement. such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Con- ARTICLE 2 tractor or any other person or entity, except to the extent required by Subparagraph 6._1.3. OWNER 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK j f �A DEFINITION 2.4.1 If the Contractor defaults or neglects to carry out the 2.1.1 The Owner is the person or entity identified as such in Work in accordance with the Contract Documents and fails the Agreement and is referred to throughout the Contract within a seven-day period after receipt of written notice from Documents as if singular in number.The term"Owner"means the Owner to commence and continue correction of such the Owner or the Owner's authorized representative, default or neglect with diligence and promptness, the Owner may after such seven-day period give the Contractor a second 2.1.2 The Owner upon reasonable written request shall furnish written notice to correct such deficiencies within a second to the Contractor in writing information which is necessary and seven-day period. If the Contractor within such second seven- relevant for the Contractor to evaluate, give notice of or day period after receipt of such second notice fails to com- enforce mechanic's lien rights.Such information shall include a mence and continue to correct any deficiencies, the Owner correct statement of the record legal title to the property on may, without prejudice to other remedies the Owner may which the Project is located,usually referred to as the site,and have, correct such deficiencies. In such case an appropriate the Owner's interest therein at the time of execution of the Change Order shall be issued deducting from payments then or Agreement and,within five days after any change,information thereafter due the Contractor the cost of correcting such defi- of such change in title, recorded or unrecorded. . ciencies, Including compensation for the Architect's additional services and expenses made necessary by such default,neglect j 2.2 INFORMATION AND SERVICES or failure. Such action by the Owner and amounts charged to REQUIRED OF THE OWNER the Contractor are both subject to prior approval of the Archi- tect.if payments then or thereafter due-the Contractor are not 2.2.1 The Owner shall,at the request of the Contractor,prior sufficient to cover such amounts, the Contractor shall pay the to execution of the Agreement and promptly from time to time difference to the Owner. thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract.[Note: Unless sttch reasonable ARTICLE 3 evidence were furnssbed opt request prior to lbe execution of t/.pe Agreentcrtt, tlur pros lxvir contractor tooudd not be CONTRACTOR roKptired to executo the Agmena0nt or to contntence the Work.] 2.2.2 The Owner shall furnish surveys describing physical 3.1 DEFINITION characteristics,legal limitations and utility locations for the site 3.1.1 The Contractor is the person or entity identified as such of the Project,and a legal description of the site. in the Agreement and is referred to throughout the Contract 1.2.3 Except for permits and fees which are the responsibility Documents as if singular in number. The term "Contractor" if the Contractor under the Contract Documents, the Owner means the Contractor or the Contractor's authorized shall secure and pay for necessary approvals,easements,assess- representative. AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AtA° •01987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE.N.W.,WASHINGTON,D.C.20Lft A201-1987 7 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 ment, construction systems, standards and workmanship for the Work,and performance of related services. GENERAL PROVISIONS 1,1.7 THE PROJECT MANUAL The Project Manual is the volume usually assembled for the 1.1 BASIC DEFINITIONS Work which may Include the bidding requirements, sample 1.1.1 THE CONTRACT DOCUMENTS fortes, Conditions of the Contract and Specifications. The Contract Documents consist of the Agreement between 1.2 EXECUTION,CORRELATION AND INTENT Owner and Contractor(hereinafter the Agreement),Conditions of the Contract(General,bos addenda issued drror to execution o), 1.2.1 The Contract Documents shall be signed by the Owner ' p and Contractor as provided In the Agreement. If either the the Contract, other documents listed in the Agreement and Owner or Contractor or both do not sign all the Contract Modifications Issued after execution of the Contract.A Modifi- cation is(1) a written amendment to the Contract signed by Documents, the Architect shall identify such unsigned Docu- both parties, (2) a Change Order, (3) a Construction Change ments upon request. Directive or(4)a written order for a minor change in the Work 1.2.2 Execution of the Contract by the Contractor IS a repre- issued by the Architect. Unless speciflcally enumerated In the sentation that the Contractor has visited the site,become famil- Agreement, the Contract Documents do not include other iar with local conditions under which the Work is to be per- documents such as bidding requirements (advertisement or formed and correlated personal observations with require- invitation to bid, Instructions to Bidders, sample forts, the ments of the Contract Documents. Contractor's bid or portions of addenda relating to bidding requirements). 1.2.3 The Intent of the Contract Documents is to include all Items necessary for the proper execution and completion of the 1.1.2 THE CONTRACT Work by the Contractor.The Contract Documents are eomple- The Contract Documents form the Contract for Construction. mentary,and what is required by one shall be as binding as if The Contract represents the entire and Integrated agreement required by all; performance by the Contractor shall be between the parties hereto and supersedes prior negotiations, required only to the extent consistent with the Contract Docu- representations or agreements,either written or oral.The Con- ments and reasonably inferable from them as being necessary tract may be amended or modified only by a ModiflcatIon.The to produce the intended results. 'a Contract Documents shall not be construed to create a contrac- tual 1,2,4 Organization of the Specifications into divisions,sections tractor, (2) between the Owner and a Subcontractor or Sub- relationship of any kind between the Architect and Con- and articles,and arrangement of Drawings shall not control the subcontractor or(3)between any persons or entities other than Contractor in dividing the Work among Subcontractors or In the Owner and Contractor. The Architect shall, however, be establishing the extent of Work to be performed by any trade. entitled to performance and enforcement of obligations under 1.2.5 Unless otherwise stated In the Contract Documents, 1 the Contract intended to facilitate performance of the words which have well-known technical or construction indus- Architect's duties. try meanings are used in the Contract Documents in accord- 1.1.3 THE WORK ance with such recognized meanings. The term "Work" means the construction and services 1.3 OWNERSHIP AND USE OF ARCHITECT'S required by the Contract Documents, whether completed or DRAWINGS,SPECIFICATIONS AND OTHER partially completed, and Includes all other labor, materials, DOCUMENTS equipment and services provided or to be provided by the 1.3.1 The Drawings, Specifications and other documents Contractor to fulfill the Contractor's obligations. The Work prepared by the Architect are instruments of the Architect's may constitute the whole or a part of the Project. service through which the Work to be executed by the Con- 1.1.4 THE PROJECT tractor is described. The Contractor may retain one contract The Project is the total construction of which the Work per- record set.Neither the Contractor nor any Subcontractor,Sub- formed under the Contract Documents may be the whole or a subcontractor or material or equipment supplier shall own or pan and which may include construction by the Owner or by claim a copyright in the Drawings, Specifications and other documents prepared by the Architect, And unless otherwise separate contractors. documents the Architect shall be deemed the author of them and 1.1.5 THE DRAWINGS will retain all common law,statutory and other reserved rights, The Drawings are the graphic and pictorial portions of the Con- in addition to the copyright. All copies of them, except the tract Documents, wherever located and whenever issued, Contractor's record set,shall be returned or suitably accounted showing the design, location and dimensions of the Work, for to.the-Architect,on request,upon completion of the Work. generally including plans, elevations, sections, details, sched- The Drawings, Specifications and other documents prepared ules and diagrams. by the Architect, and copies thereof furnished to the Contrac- tor,are for use solely with respect to this Project.They arc not 1.1.6 THE SPECIFICATIONS tor,be used by the Contractor or any Subcontractor, Sub- The Specifications are that portion of the Contract Documents subcontractor or material or equipment supplier on other proj- onsisting of the written requirements for materials, equip- ects or for additions to this Project outside the scope of the AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 8 A201.1987 ALAS •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE.N.W.,WASHINGTON.D.C.20006 Rules and Notices for Arbitration ..................... 4.5.2 Suspension by the Owner for Convenience ............. 14.3 Safety of Persons and Property ....................... 10.2 Suspension of the Work ............. 4.3.7,5.4.2,14.1.1.4,14.3 Safety precautions and Programs ........... 4.2-3,4.2.7,10.1 Suspension or Termination of th6 Contract ...... 4.3.7,5.4.1.1,14 Samples,Definition of ... ........... 3.12.3 Taxes ...................................... 3.8,7.3.6.4 Samples,Shop Drawings,Product Data and ... 3.11,3.12,4.2.7 Termination by the Contractor........................ 14.1 Samples at the Site,Documents and................... 3.11 Termination by the Owner for Cause............. 5.4.1.1,14.2 Schedule of Values ........................ ..... 9.2,9.3.1 Termination of the Architect .......................... 4.I.3 Schedules,Construction .............................. 3.10 Termination of the Contractor... .. 14.2.2 Separate Contracts and Contractors .......... 1.1.4,3.14.2,4.2.4, TERMINATION OR SUSPENSION OF THE CONTRACT ...... 14 4.5.5,6, 11.3.7, 12.1.2, 12.2.5 Tests and Inspections ..... 3.3.3,4.2.6,4.2.9,9.4.2,12.2.1,13.5 Shop Drawings,Definition of......................... 3.12.1 TIME ................................................ 8 Shop Drawings,Product Data and Samples .... 3.11,3.12,4.2.7 Time,Delays and Extensions of .............. 4.3.8,7.2.1,8.3 SRO,Use of............. ................. 3.13,6.1.1,6.2.1 Time Limits,Specific ......... 2.1.2,2.2.1,2.4,3.10,3.11,3.15.1, Site Inspections ...1.2-2,3.3.4,4.2.2,4.2.9,4.3.6,9.8.2,9.10.1,1'3.5 4.2.1,4.2.11,4.3,4.4,4.5, 5,3,5.4,7.3.5,7.3.9,8.2,9.2,9.3.1, Site Visits,Architect's ................. 4.2.2,4.2.5,4.2.9,4.3.6, 9.3.3,9.4.1,9.6.1,9.7,9.8.2,9.10.2, 11.1.3, 11.3.6, 11.3.10, 9.4.2,9.5.1,9.8.2,9.9.2,9.10.1, 13.5 11.3.11, 12.2.2, 12.2.4, 11.2.6, 13.7, 14 Special Inspections and Testing .............. 4.2.6,12.2.1,13.5 Time Limits on Claims.......... 4.3.2,4.3.3,4.3.6,4.3.9,4.4,4.5 Specifications,Definition of the....................... 1.1.6 Title to Work ................... .............. 9.3.2.9-3.3 Specifications,The .......... 1.1.1,1.1.8,1.1.7,1.2.4,1.3,3.11 UNCOVERING AND CORRECTION OF WORK ............. 12 Statutes of Limitations....... ............. 4.5.4.2,t 2.2.6,13.7 Uncovering of Work ................................ 12.1 Stopping the Work....... ... ... 2.3,4.3.7,9.7,10.1.2,10.3,14.1 Unforeseen Conditions ... .................. 4.3.6,8.3.1,10.1 Stored Materials ......... .. 6.2.1,9.3.2,10.2.1.2,11.3.1.4,12.2.4 Unit Prices.............. ...:................. 7.1.4.7-3-3.2 Subcontractor,Definition of.................. ......... 5.1.1 Use of Documents ........ ....,.... 1.1.1,1.3,2.2.5,3.12.7,5.3 SUBCONTRACTORS ........ .......................... 5 Use of Site ........... ................... 3.13,6.1.1,6.2.1 Subcontractors,Work by.................. 1,2.4,3.3.2,3.12.1, Values,Schedule of ............................ 9.2,9.3.1 4.2.3, 5.3,5.4 Waiver of Claims:Final Payment........... 4.3.5,4.5.1,9.10.3 Subcontractual Relations.............. 5.3,5.4,9.3.1.2,9.6.2, Waiver of Claims by the Architect...................... 13.4.2 9.6.3,9.6.4, 10.2.1, 11.3.7, 11.3.8, 14.1.1, 14.2.1.2, 14.3:2 Waiver of Claims by the Contractor........ . 9.10.4,11.3.7,13.4.2 'Submittals ......... 1.3,3.2-3.3-10,3.11,3.12,4.2-7,5.2.1.5.2.3, Waiver of Claims by the Owner .............. 4.3.5,4.5.1,9.9-3, 7.3.6,9.2,9.3.1,9.8.2,9.9.1,9.10.2,9.10.3, 10.1.2, 11.1.3 9.10.3, 11.3.3, 11.35, 11.3.7, 13.4.2 Subrogation,Waivers of................. 6.1.1,11-3.5,11.3.7 Waiver of Liens.................................... 9.10.2 Substantial Completion............. 4.2.9,4.3.5.2,8.1.1,8.1.3, Waivers of Subrogation.................. 6.1.1,11.3.5,11.3.7 8.2.3,9.8,9.9.1, 12.2.1, 12.2.2, 13.7 Warranty and Warranties......................... 3.5,4.2.9, Substantial Completion,Definitionbf................. ... 9.8.1 4.3.5.3,9.3.3,9.8.2,9.9.1, 12.2.2, 13.7.1.3 Substitution of Subcontractors .................... 5.2.3,5.2.4 Weather Delays................................... 4.3.8.2 Substitution of the Architect........................... 4.t.3 When Arbitration May Be Demanded .................. 4.5.4 Substitutions of Materials ......................... 3.5.1 Work,Definition of ............................ ..... 1.1.3 Sub-subcontractor,Definition of .............. ......... 5.1.2 Written Consent .............. 1.3.1,3.12-8.3-14.2,4.1.2,4.3.4, Subsurface Conditions ............................... 4.3.6 4.5.5,9.3.2,9.8.2,9.9,f,9.10.2,9.10.3, 10.1.2, 10-1.3, Successors and Assigns .. .................... ...... 13.2 11.3.1, 11.3.1.4, 11.3.11, 13.2, 13.4.2 Superintendent .. ............................. 3.9, 10.2.6 Written Interpretations ................... 4.2.11,4.2.12,4.3.7 Supervision and Construction Procedures ...... 1.2.4,3.3,3.4, Written Notice ........... 2.3,2.4,3.9,3.12.8,3.12.9,4.3,4.4.4, 4.2.3,4.3.-i,6.1.3,6.2.4.7.1.3.7.3.4,8.2,8.3.1, 10, 12, 14 4.5, 5.2.1, 5.3. 5.4.1.1,8.2.2,9.4.1,9.5.1,9.7,9.10, 10.1.2, Surety ........ ....... 4.4.1,4.4.4,5.4.1.2,9.10.2,9.10.3, 14.2.2 10.2.6, 1 t.1.3, i 1:3, 12.2.2. 12.2.4,13.3, 13.5.2. 14 Surety,Consent of....................... 9.9-1,9.10.2,9.10.3 Written Orders. .... ...... ................ 2.3,3.9,4.3.7, Surveys... .................. 2.2.2,3.18.3 7,8.2.2, 11.3.9, 12.1, 12.2, 13.5.2, 14.3.1 t AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIAO •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A201-1987 5 Limitations of Liability ..... 2.3,3.2.1,3.5.1,3.7.3,3.12.8,3.12.11, Owner's Right to Perform Construction and to 3.17,3.18,4.2.6,4.2.7,4.2.12,6.2.2,9.4.2,9.6.4,9.10.4, Award Separate Contracts ......................... 6.1 10.1.4, 10.2.5, 11.1.2, 11.2.1, 11.3.7, 13.4.2, 13.5.2 Owner's Right to Stop the Work................... 2.3,4.3.7 Owner's Right to Suspend the Work ..................... 14.3 Limitations of Time,General .......... 2.2.1,2.2.4,3.2.1,3.7.3, Owner's Right to Terminate the Contract ................. 14.2 3.8.2,3.10,3.12.5,3.15.1,4.2.1,4.2.7,4.2.11,4.3.2, Ownership and Use of Architect's Drawings,Specifications 4.3.3,4.3.4,4.3.6,4.3.9,4.5.4.2,5.2.1,5.2.3,6.2.4,7.3.4,7.4, and Other Documents................ 1.1.1,1.3,2.2.5,5.3 8.2,9.5,9.6.2,9.8,9.9,9.10, 11.1.3, 11.3.1, 11.3.2, 11.3.5, Partial Occupancy or Uas ................. 9.6.6,9.9,11.3.11 11.3.6, 12.2.1, 12.2.2, 13.5, 13.7 Patching,Cutting and .......................... 3.14.6.2.6 Limitations of Time,Specific ......... 2.1.2,2.2.1,2.4,3.10,3.11, Patents,Royalties and ..... 3.17 .. .... . . . ... 3.15.1,4.2.1,4.2.11,4.3,4.4,4.5,5.3,5.4,7.3.5,7.3.9,8.2, Payment,Applications for ................ 4.2.5,9.2,9.3,9.4, 9.2,9.3.1,9.3.3,9.4.1,9.6.1,9.7,9.8.2,9.10.2, 11.1.3, 11.3.6, 9.5.1,9.8.3,9.10.1,9.10.3,9.10.4, 14.2.4 11.3.10, 11.3.11, 12.2.2, 12.2.4, 12.2.6, 13.7, 14 Payment,Certificates for........... 4.2-5.4.2.9,9.3.3,9.4,9.5, Loss of Use Insurance ......................... . ... 11.3.3 9.6.1,9.6.6,9.7.1,9.8.3,9.10.1,9.10.3, 13.7, 14.1.1.3, 14.2.4 Material Suppliers .............. 1.3.1,3.12.1,4.2.4,4.2.6,5.2.1. Payment,Failure of............:............. 4.3.7,9.5.1.3, 9.3.1,9.3.1.2,9.3.3,9.4.2,9.6.5,9.10.4 . 9.7,9.10.2, 14.1.1.3, 14.2.1.2 Materials,Hazardous ........................... 10.1,10.2.4 Payment,Final ............ 4.4.1,4.2.9,4.3.2,4.3.5,9.10,11.1.2, Materials,Labor,Equipment and ..... 1.1.3,1.1.6,3.4,3.5.1,3.8.2, 11.1.3, 11.3.5, 12.3.1 3.12.2,3.12.3,3.12.7,3.12.11,3.13,3.15.1,4.2.7,6.2.1, Payment Bond,Performance Bond and .............. 7.3.6.4, 7.3.6,9.3.2,9.3.3, 12.2.4, 14 9.10.3, 11.3.9,11.4 Means,Methods,Techniques,Sequences and Payments,Progress .......................... 4.3-4,9.3,9.6, Procedures of Construction....... ... 3.3.1,4.2.3,4.23,9.4.2 9.8.3,9.10.3, 13.6 14.2.3 Minor Changes In the Work.......... 1.1.1,4.2.8,4.3.7,7,1,7.4 PAYMENTS AND COMPLETION ........I........... 9,14 MISCELLANEOUS PROVISIONS.............. . ......... 13 Payments to Subcontractors.................... 5.4.2,9.5.1.3, Modifications,Definition of .......... ................ 1.1.1 9.6:2,9.6.3,9.6.4, 11.3.8, 14.2.1.2 Modifications to the Contract ........... 1.1.1,1:1.2,3.7.3,3.11, PCB.......................:...................... 10.1 4.1.2,4.2.1,5.2.3,7,8.3.1,9.7 Performance Bond and Payment Bond................. 7.3.6.4, Mutual Responsibility ... .I................... ........ 6.2 9.10.3, 11.3.9, 11.4 Nonconforming Work,Acceptance of ............ ...... 12.3 Permits,Fees and Notices....... 2.2.3,3.7,3.13,7.3.6.4,10.2.2 rh�'pnconforming Work,Rejection and Correction of ........ 2.3.1," PERSONS AND PROPERTY,PROTECTION OF ............ 10 4.3.5,9.5.2,9.8.2, 12, 13.7.1.3 Polychlorinated Biphenyl .............. ............... 10.1 Notice............. 2.3,2.4,3.2.1,3.2.2,3.7.3,3.7.4,3.9,3.12.8, Product Data,Definition of........................... 3.12.2 3.12.9,3.17,4.3, 4AA,4.5,5.2.1, 5.3,5.4.1.1,8.2.2,9.4.1, Product Data and Samples,Shop Drawings .. .. 3.11,3.12,4.2.7 9.5.1,9.6.1,9.7,9.10, 10.1.2, 10.2.6, 11.1.3, 11.3, 12.2.2, Progress and Completion .. . ................ 4.2.2,4.3.4,8.2 12.2.4, 13.3, 13.5.1, 13.5.2, 14 Progress Payments ........ .................... 4.3.4.9-3. Notice,Written ............... 2.3,2.4,39.3-12-8.3-12.9.4-3, 9.6,9.8.3,9.10.3, 13.6, 14.2.3 4.4.4,4.5,5.2.1,5.3,5.4.1.1,8.2.2,9.4.1,9.5.1,9.7,9.10. Project,Definition of the....... ...................... 1.1.4 10.1.2, 10.2.6, 11.1.3, 11.3, 12.2.2, 12.2.4,13.3, 13.5.2, 14 Project Manual,Definition of the ...................... 1.1.7 Notice of Testing and Inspections.......... ...... 13.5-1,13.5.2 Project Manuals .......... .......................... 2.2.5 Notice to Proceed.......................... . ......... 82.2 Project Representatives ............................. 4.2.10 Notices,Permits,Fees and ...... 3,3.7,3.13,7.3-6.4,10.2.2 Property Insurance ................ ........... 10.2.5,11.3 Observations,Architect's On-Site ................. 4.2.2,4.2.5, PROTECTION OF PERSONS AND PROPERTY............. 10 4.3.6,9.4.2,9.5.1,9.10.1, 13.5 Regulations and Laws ............ 1.3,3.6,3.7,3.13,4.1.1,4.5.5, Observations,Contractor's..................... .. 1.2.2,3.2.2 4.5.7. 10.22, 11.1, 11.3. 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14 Occupancy .. ............. ... 9.6.6,9.8.1,9.9,11.3.11 Rejection of Work ........ ..... 3.5-1,4.2.6,12.2 P' Y Releases of Waivers and Liens......................... 9.10.2 On Site Inspections by the Architect .......... 4.2.2.4.9.2,9.10.1 Representations ......................... 1.2.2,3.5.1.3-12.7. " 9.4.2,9.8.Z,9.9?,9..3.6 p 6.2.2,8.2.1,9.3.3,9.4.2,9.5.1,9.8.2,9.10.1 On-Site Observations by the Architect ......... 4.2.2,4.2.5,4.3.6, Re resentatives.. .................. ....... 2.1.1.3-1.1,3.9. 9.4.2,9.5.1,9.10.1, 13.5 p Orders,Written 2.3,3.9,43.7.7,82.2,11-3.9,12.1, 4.1.1,4.2.1, ..2.10,5.1.1,5.1.2, 4,4.1 �� 11.2, 13.5.2, 14.3.1 Resolution of Claims and Disputes.................. 4.4,4.5 Responsibility for Those Performing the Work ............ 3.3.2, OWNER............................................. 2 •4.2.3.6.1.3.6.2. 10 Owner,Definition of ...................... .......... 2.1 Retainage ............... 9.3-1,9.6.2,9.8.3,9.9.1,9.10-2.9-10.3 Owner,Information and Services Required of the. ....... 2.1.2, Review of Contract Documents and Field 2.2,4.3.4,6,9, 10.1.4, 11.2, 11.3, 13.5.1, 14.1.1.5, 14.1.3 Conditions by Contractor.......... .. 1.2.2,3.2,3.7.3,3.12.7 Owner's Authority ...... 3.8.1.4.1.3,4.1.9,5.2.1,5.2.4,5.4.1, Review of Contractor's Submittals by 7.3.1,8.2.2,'1.3.1,9.3.2, 11.4.1, 12.2.4, 11.5.1. 14.1, 14.3.1 Ownerand Architect .... . ........ 3.10.1;3.10._',3.11,3.12, Owner's Financial Capability ........ ........... 2.2.1,14.1.1.5 4.2.7,4.2.9.5.2.1,5.2-3,9.2.9,8.2 Owner's Liability Insurance ... ............ ... . ....... 11.2 Review of Shop Drawings, Product Data Owner's Loss of Use insurance........................ 11.3.3 and Samples by Contracux........................ 3.12.5 owner's Relationship with 5ubcontrretors ......._..... 1.1.2, Rights and Reptedles ............. 1.1.2,2.3,2.4,3.5.1,3.15.2, 5.2.1,5.4.1,9.6,4 4.2.6,4.3.6,45,5.3,6.1,6.3,7.3.1,8.3.1,9.5.1.9.7, 102.5, Owner's Right to Garry Out the Work.. ...... 2.4, 12.2.4, 14.2.2.2 10.3, 12.2.2, 12.2.4,13.4, 14 wner's Right to Clean Up ............... 8.3 Royalties and Patents.. ............................. 3.17 AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 4 A201-1987 AIA* •01987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON.D.C.20006 CONTRACTOR....................................... 3 Emergencies ......... ........................ 4.3.7,10.3 Contractor,Definition of ........................... 3.1,6.1.2 Employees,Contractor's .......... 3.3.2,3.4.2,3.8.1,3.9,3.18.1, Contractor's Bid............................ ........ 1.1.1 3.18.2,4.2.3,4.2.6,8.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1 Contractor's Construction Schedules ............. 3.10,6.t.3 Equipment,Labor,Materials and.......... 1.1.3,1.1.6,3.4,3.5.1, Contractor's Employees ....... 3.3.2,3.4.2,3.8.1,3.9,3.18,4.2.3, 3.8.2,3.12.3,3.12.7,3.12.11,3.13,3.15.1,4.2.7, 4.2.6,8.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1 6.2.1,7.3.6,9.3.2,9.3.3, 11.3, 12.2.4, 14 Contractor's Liability insurance....................... 11.1 Execution and Progress of the Work ....... 1.1.3,1.2.3,3.2,3.4.1, Contractor's Relationship with Separate Contractors 3.5.1,4.2.2,4.2.3,4.3.4,4.3.8,6.2.2,7.1.3, and Owner's Forces ...... 2.2.6,3.12.5,3.14.2,4.2.4,6,12.2.5 7.3.9,8.2,8.3,9.5,9.9.1, 10.2, 14.2, 14.3 Contractor's Relationship with Subcontractors ....... 1.2.4,3.3.2, Execution,Correlation and Intent of the 3.18.1,3.18.2, 5.2,5.3,5.4,9.6.2, 1 1.3.7, 11.3.8, 14.2.1.2 Contract Documents . . ...................... 1.2,3.7.1 Contractor's Relationship with the Architect .... 1.1.2,3.2.1,3.2.2, Extensions of Time ............. 4.3.1,4.3.8,7.2.1.3,8.3,10.3.1 3.3.3,3.5.1,3.7.3,3.11,3.12.8 3.16,3.18,4.2.3,4.2.4,4.2.6, Failure of Payment by Contractor...........:.. 9.5.1-3,14.2.1,2 4.2.12,5.2,6.2.2,7.3.4,9.8.2, 11.3.7, 12.1.•13.5 Failure of Payment by Owner ................ 4-3.7,%7.14.1-3 Contractor's Representations.. 1.2-2,3.5.1.3-12.7,6.2.2,8.2.1,9.3.3 Faulty Work(See Defective or Nonconforming Work) Contractor's Responsibility for Those Final Completion and Final Payment ........ 4.2.1,4.2.9,4.3.2, Performing the Work ................. 3.3.2,3.18,4.2.3,l0 4.3.5,9.10, 11.1.2, 11.1.3, 11.3.5, 12.3.1, 13.7 Contractor's Review of Contract Documents...... 1.2.2,3.2,3.7.3 Financial Arrangements,Owner's....................... 2.2.1 Contractor's Right to Stop the Work ...................... 9.7 Fire and Extended Coverage Insurance ................... 11.3 Contractor's Right to Terminate the Contract .............. 14.1 Contractor's Submittals ....... 3.10,3.11,3.12,4.2.7,5.2.1,5.2.3, GENERAL PROVISIONS. .............................1 1 _ 7.3.6,9.2,9.3.1,9.8.2,9.9.1,9.10.2, Governing Law .................................... 13.1 9.10.3, 10,13.2 11.4.2, 11.4.3 Guarantees(See Warranty and Warranties) Contractor's Superintendent ........9. 0 3.1 0.9 2, 1 3.9,10.2.6 Hazardous Materials.... ......................... 10.1,10.2.4 Contractor's Supervision and Construction Procedures...... 1.2.4, identification of Contract Documents ................... 1.2.1 3.3,3.4,4.2.3,8.2.2,8.2.3, 10 Identification of Subcontractors and Suppliers............. 5.2.1 Contractual Liability Insurance................. 11.1.t.7,11.2.I Indemnification....... 3.17,3.18,9.10.2,10.1.4,11.3.1.2,11.3.7 Coordination and Correlation ............... . 11. 11.7, 1.2.1 Information and Services Required of the Owner..... 2.1.2,2.2, 3.10,3.12.7,6.1.3,6.2.1 4.3.4,6.1.3,6.1.4,6.2.6,9.3.2,9.6.1,9.6.4,9.8.3,9.9.2, Copies Furnished of Drawings and Specifications ... 1.3,2.2.5,3.12 9.10.3, 10.1.4, 11.2, 11.3, 13.5.1, 13.5.2 Correction of Work ..................... 2.3,2.4,4.2.1,9.8.2, Injury or Damage to Person or Property ................ 4.3.9 9.9.1, 12.1.2, 12.2, 13.7.1.3 Inspections........... .............. 3.3.3,3.3.4,3.7.1,4.2.2, Cost,Definition of ............................ 7.3.6,14.3.5 4.2.6,4.2.9,4.3.6,9.4.2,9.8.2,9.9.2,9.10.1, 13.5 Costs .... 2.4,3.2.1,3.7.4,3.8.2,3.15.2,4.3.6,4.3.7,4.3.8.1,5.2.3, Instructions to Bidders............................... 1.1.1 6.1.1,6.2.3,6.3,7.3.3.3,7.3.6.7.3.7,9.7,9.8.2,9.10.2,1 1.3.1.2, Instructions to the Contractor.... 3.8.1,4.2.8,5.2.1,7,12.1,13.5.2 11.3.1.3,11.3.4,11.3.9,12.1,12.2.1,12.2.4, 12.2.5,13.5,14 Insurance....... 4.3.9.6.1.1,7.3.6.4,9.3.2,9.8.2,9.9.1,9.10.2,11 Cutting and Patching .. ... 3.14 6.2.6 Insurance,Boger and Machinery .................... 11.3.2 i n f"'""'"""""""" insurance,Contractor's Liability .................. . ... 11.1 Damage to Construction of Owner or Separate Contractors 3.14.2, 6.2.4,9.5.1.5. 10.2.1.2, 10.2.5, 10.3, 11-1. 11-3. 12.2.5 insurance,Effective Date of ..................... 8.2.2,11.1.2 Damage to the Work ..... 3.14.2,9.9.1,10.2.1.2,10.2.5,10.3,11.3 Insurance,Loss of Use............................. 11.3.3 Damages,Claims for.. 3.18,4.3.9,6.1.1,6.2.5,8.3.2.9.5-1.2,10.1.4 Insurance,Owner's Liabi lity.................... ... ... 11.2 Damages for Delay... ................. 6.1.1.8.3.3,9.5.1.6,9.7 insurance,Property.................... ....... 10.2.5,11.3 Date of Commencement of the Work,Definition of......... 8.1.2 Insurance,Stored Materials .................... 9.3.2.11.3-1.4 Date of Substantial Completion,Definition of.... .......... 8.1.3 INSURANCE AND BONDS ........................... .. 11 Day,Definition of.......................... . . ....... a.1.4 Insurance Companies,Consent to Partial Occupancy ..99.1,11.3.1 l Decisions of the Architect...... 4.2.6,4.2.7,4.2.11,4.2.12,4.2.13, Insurance Companies,Settlement with................. 11.3.10 ! 4.3.2,4.3.6,4.4.1,4.4.4,4.5,6.3,7.3.6,7.3.8,8.1.3,8.3.1,91, Intent of the Contract Documents ......... ....... 1.2.3,3.12.4, 9.4,9.5.1.9.8.2,9.9-1, 10.1.2, 13.5.2, 14.2.2, 14.2.4 4.2.6,4.2.7.4.2.12,4.2.13,7.4 Decisions to Withhold Certification .......... 9.5,9.7,14.1.1.3 Interest........................... ......... 13.6 Defective or Nonconforming Work,Acceptance, interpretation........ 1.2.5,1.4,1.5,4.1.1,4.3.1,5.1,6.1.2,8.1.4 Rejection and Correction of ............ 2.3,2.4,3.5.1,4.2.1, 4.2.6,4.5.5,9.5.2,9.8.2,9.9.1, 10.2.5, 12, 13.7.1.3 interpretations,Written ................. . 49291 i,4._.12,4.3.7 1 Defective Work,lkfinition of .... .......... ...... .... . 3.5.1 joinder and Consolidation of Claims Required....... ...... 4.5.6 Definitions.... .. 1.1,'2.1.1„3.1,3.5.1,3.12.1,3.12.2,3.12.3,4.1.1, Judgment on Final Award . ............... 4.5.1,4.5.4.1,4.5.7 4.3.1,5,1,6.1.2,7.2.1,7.3.1,7.3.6,8.1,9.1,9.8.1 Labor and Materials,Equipment .... 1.I.i,1.1.6,3.4,3.5.1,3.8.2, Delays and Extensions of Time.......... 4.3-1,4.3.8.1,4,1.8.2, 3.12.2,,1.12.3,3.12.7,3.12.I I, 3.13,3.15.1, 6.1.1,6.2.3,7.2.1, 7.3.1,7.3.4. 7.3.5,7.3.8, -1.2.7,6.2.1,7.3.6,9.3.2,9.3.3, 12.2.4, 13 7..1.9,8.1.1,8.3, 10.3.1, 14.1.1.4 Labor lAsputes........ ........................ ..... 8.3.1 Disputes ..... ....... 4.1.4,4.3,•f.4,4.5,6.2.5,6.3,7.3.8,9.3.1.2 Laws and Regulations . . . ... . 1.3,3.6,3.7,3.1.3,4.1.1,4.5.5.4.5.7, Documents and Samples at the Site .............. .... .... 3.11 9.9.1. 10??, I L.1. 1 1.3, 13.1, 13.4, 13.5.1, 13.5.2, 13.6 Drawings,Definition of ............ ............... 1.1.5 Liens............... . . . 2.1.2,4.3.2,4.3.5.1,8.2.2,9.3.3,9.10.2 Drawings and Specifications,(Ise and Ownership of. .... 1.1.1, 1.3, Limitation on Consolidation or Joinder ................ 4.5.5 2.2.5,3.11, 5.3 Limitations,Statutes of .. ............... .. 4.5.4.2, 12.2.6,13.7 Duty to Review Codiract Documents and Field Conditions..... 3.2 Limitations of Authority.................... 3.3-1,4.1,2,4.2.1, affective Date of Insurance...................... 8."2.2,11.1.2 4.2.3,4.2.7,4.2.10, 5.2.2,5.2.4,7.4, 11-3.10 AIA DOCUMENT A201•GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•"FOURTEENTH EDITION AIA* •©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20!X!61 A201-1987 3 INDEX i Acceptance of Nonconforming Work......... 9.6.6,9.9.3,12.3 Building Permit .................................... 3.7.1 Acceptance of Work ........... 9.6.6,9.8.2,9.9.3,9.10.1,9.10.3 Capitslizatlon....................................... 1.4 Access to Work........................... 3.18,6.2.1,12.t Certificate of Substantial Completion .................... 9.8.2 Accident Prevention.......................... .... 4.2.3,10 Certificates for Payment....... 4.2.5,4.2.9,9.3-3,9.4.9.5,9.6.1, Acts and Omissions ... 3.2.1,3.2.2,3.3.2,3.12.8,3.18,4.2.3,4.3.2, 9.6.6,9.7.1,9.8.3,9.10.1,9.10.3, 13.7, 14.1.1.3, 14.2.4 4.3.9,8.3.1, 10.1.4, 10.2.5, 13.4.2, 13.7, 14.1 Certificates of Inspection,Testing or Approval ..... 3.12.11,13.5.4 Addenda ..................................... 1.1.1,3.11 Certificates of Insurance .............. 9.3.2,9.10.2,11.1.3 Additional Cost,Claims for......... 4.3.6,4.3.7,4.3.9,6.1.1,10.3 Change Orders......'S.1,2.4.1,3.8.2.4,3.11,4.2-8,4,3.3,5.23, Additional inspections and Testing....... 4.2.6,9.8.2,12.2.1,13.5 7.1,7.2,7.3.2,8.3.1,9.3.1.1,9.10.3, 11.3.1.2, Additional Time,Claims for............. 4.3.6,4.3.8,4.3-9,8.3.2 11.3.4, 11.3.9, 12.1.2 ADMINISTRATION OF THE CONTRACT . ...... 3.3-3,4,9.4,9.5 Change Orders,Definition of.. ........................ 7.2.1 Advertisement or Invitation to Bid...................... 1.1.1 Changes.. .. .. ...,...,.., .,,,,,,,,.,, 7.1 Aesthetic Effect..... .......................... 4.2.13,4.5.1 CHANGES IN THE WORK .... 3.11,4.2.8,7,8.3.1,9.3.1.1,10.1.3 Allowances ............................... ......... 3.6 Claim,Definition of.................................. 4.3.1 All-risk Insurance................................. 11.3.1.1 Claims and Disputes ................ 4.3,4.4,4.5,6.2.5,8.3.2, Applications for payment .. 4.2-5,7.3.7,9.2,9.3,9.4,9.5.1,'9.6-3, 9.3.1.2,9.3.3,9.10.4, 10.1.4 9.8.3,9.10.1,9.10.3,9.10.4, 11.1.3, 14.2.4 Claims and Timely Assertion of Claims ................ 4.5.6 Approvals .... 2.4,3.3.3,3.5,3.10.2,3.12.4 through 3.12.8,3.18.3, Claims for Additional Cost.....:.. 4.3.6,4.3.7,4.3.9,6.1.1,10.3 4.2.7,9.3.2, 11.3.1.4, 13.4.2, 13.5 Claims for Additional Time............ 4.3.6,4.3.8,4.3-9,8.3.2 Arbitration .................. ... 4.1.4,4.3.2,4.3.4,4.4.4,4.8, Claims for Concealed or Unknown Conditions........... 4.3.6 8.3.1, 10.1.2, 11.3.9, 11-3.10 Claims for Damages...3.18,4.3.9,6.1.1,6.2.5,8.3.2,9.5.1.2,10.1.4 Architect ................................. ... ...... 4.1 Claims Subject to Arbitration................. 4.3.2,4.4.4.4-5.1 Architect,Definition of.... ............... .. .. 4.1.1 Cleaning Up .... ..... ...... 3.15,6.3 Architect,Extent of Authority........ 2.4,3.12.6,4.2,4.3.2,4.3.6, Commencement of Statutory Limitation Period .......... 13.7 4.4,5.2,6.3,7.1.2,7.2.1,7.3.6,7.4,9.2,9.3.1, Commencement of the Work,Conditions Relating to........ 2.1.2, 9.4,9.5,9.6.3,9.82,9.8.3,9.10.1,9.10'3, 12.1,12.2.1, 2.2.1,3.2.1,3.2.2,'3.7.1,3.10.1,3.12.6,4.33, 5.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4 6.2.2,8.1.2,8.2.2,9.2, 1 1.1.3, 11.3.6, 11.4,1 Architect,Limitations of Authority and Responsibility. 3.3-3,3.12.8, Commencement of the Work,Definition of............... 8.1.2 3.12.11,4.1.2, 4.23,4.2.2,4.2.3,4.2.6,4.2.7,4.2.10,4.2.12, Communications Facilitating Contract 4.2.13,4.3.2, 5.2.1,7.4,9.4.2,9.6.4,9.6.6- Administration . 3.9.1,42.4,5.2.1 chitect's Additional Services and Expenses .......... 2.4,9.8.2, Completion,Conditions Relating to ....... 3.11,3.15,4.2.2,4.2.9, 11.3.1.1, 12.2.1, 12.2.4, 13.5.2, 13.5.3, 14.2.4 4.3.2,9.4.2,9.8,9.9.1,9.10, 11.3.5, 12.2.2, 13.7.1 Architect's Administration of the Contract.......... 4.2,4.3.6, COMPLETION,PAYMENTS AND......................... 9 4.3.7,4.4,9.4,9.5 Completion,Substantial......... 4.2.9,4.3.5.2,8.1.1,8.1.3,8.2-3, Architect's Approvals 2.4,3.5-1,3.10.2,3.12.6.3-12.8,3.18.3,4.2.7 9.8,9.9.1, 12.2.2, 13.7 Architect's Authority to Reject Work,... 3.5.1,4.2.6,12.1.2,12.2.1' Compliance with Laws...... 1.3,3.6,3.7,3.13,4.1.1,10.2.2,11.1, Architect's Copyright ......................... ......... 1.3 11.3, 13.1, 13.5.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3 Architect's Deelsions. ......... 4.2.6,4.2.7,4.2.11,4.2.12,4.2.13, Concealed or Unknown Conditions..................... 4.3.6 4.3.2,4.3.6,4.4.1,4.4.4,4.5,6.3,7.3.6,7.3.8,8.13,8.3.1, Conditions of the Contract .................. 9.2,9.4,9.1.1,9.8.2,9.9.1, 10.1.2, 13.5.2, 14.2.2, 14.2.4 Consent,Written .................. 1.3.1,3.12.8,3.14.2,4.1.2, Architect's Inspections .......... . 4.2.2,4.2.9.4-3.6,9.4.2,9.8.2, 4.3.4,4.5.5,9.3.2,9.8.2,9.9.1,9.10.2,9.10.3,10.1.2, 10.13, 9.9.2,9.10.1, 13.5 11.3.1, 11.3.1-4, 11.3.11, 13.2, 13.4.2 Architect's Instructions.. 4.2.6,4.2.7,X1.2.8,4.3.7,7.4.1,12.1,13.5.2 CONSTRUCTION BY OWNER OR BY SEPARATE Architect's Interpretations.......... ....... 4.2.1 t,4.2.12,4.3.7 CONTRACTORS .............................. Architect's On-She Observations ........ 4.2.2,4.2.5,4.3.6,9.4.2, Construction Change Directive,Definition of.............. 7.3.1 9.5.1,9.10.1, 13.5 Construction Change Directives ..'.. 1.1.1,4.2.8,7.1,7.3,9.3.1.f Architect's Project Representative ......... .... ...... .. 4.2.10 Construction Schedules,Contractor's ....I.......... 3.10,6.1.3 Architect's Relationship with Contractor ....... 1.1.2,3.2.1,3.2 Contingent Assignment of Subcontracts ................ s.4 3.3.3,3.5.1,3.7.3,3.1 I,3.12.8, 3.12.11,3.16,3.18, 41.3,4.2.4, Continuing Contract Performance .................... 4.3.4 4.2.6,4.2.12,5.2,6.2.2,7.3.4,9.8.2, 11.3.7, 12.1, 13.5 Contract,Definition of................................ 1.1.2 Architect's Relationship with Subcontractors.... 1.1.2,4.2.3,4.2.4, CONTRACT,TERMINATION OR 4.2.6,9.6.3,9.6.4, 11.3.7 SUSPENSION OF THE .................. 4.3-7,5,4.1.1.14 Architect's Representations...... .. ......... 9.4.2,9.5.1,9.10.1 Contract Administration ..................... 3.3.3,4,9.4,9.5 Architect's Site Visits.... .... 4.2.2.4.2-5,4.219.4-3.6.9.4.2,9.5.1, Contract Award and Execution,(conditions Relating to...... 3.7.1, 9.8.2,9.9.2,9.10.1, 13.5 3.10,5.2,9.2, 11.1.3, 11-3.6, t 1.4.1 Asbestos ......... .......... .. .. ....... ... ... ...... 10.1 Contract Documents,The ... .................... 1.1,t.2,7 Atorney+Fees ..... ......... .......... 3.18.1,9.10.2,10.1 4 Contract Documents,Copics Furnished and Use of... 1.3,2.2.5,5.3 Award of Separate Co ntracts.................. ......... 6.1.1 Contract Documents,Definition of ..................... 1.1.1 Award of Subcontracts and Other Contracts for Contract Performance During Arbitration............ 4.3.4.4.5.3 Portions of the Work .......... ..... ...... ..... .... 5.2 Contract Sum. .............. .... 3.8,4.3.6,4-3.7,4.4.4,5.2-3. Basic Definitions.. .................... ... . . . ........ 1.1 6.1.3,7.2,7.3,9.1,9.7, 11.3.1, 12.2.4, 12.3, 14.2.4 Bidding Requirements................ 1.1.1, 1.1.7,5.2.1,11.4.1 Contract Sum,Definition of. ... . .. .. ............... 9.1 Boller and Machinery Insurance .............. . ...... 11.3.2 Contract Time .... .... . ...... .. 4-3.6,4-3.8,4.4.4,72.1-3,73, finds,Lien ......................... ...... .. ..... 9.10.1 8.2.1,8.3:1,9.7. 12.1.1 nds.Performance and I1ayment. 7.3.6.4,9.10.3, 11-3.9,11.4 Contract lime,Definition of . 6.1.1 AIA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION 2 A201-1987 AIAO •0 1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,NW.,WASHINGTON,D.C.20006 H E A M $ R I C A N I N S T I T U T E O F A R C H I T E C T S ALA Document A201 General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFICATION 1987 EDITION TABLE OF ARTICLES 1. GENERAL PROVISIONS S. TIME 2. OWNER 9. PAYMENTS AND COMPLETION 3. CONTRACTOR 10. PROTECTION OF PERSONS AND PROPERTY 4. ADMINISTRATION OF THE CONTRACT 11. INSURANCE AND BONDS 5. SUBCONTRACTORS 12. UNCOVERING AND CORRECTION OF WORK 6. CONSTRUCTION BY OWNER OR BY 13. MISCELLANEOUS PROVISIONS SEPARATE CONTRACTORS 14. TERMINATION OR SUSPENSION OF THE 7. CHANGES IN THE WORK CONTRACT This document has been approved and endorsed by the Associated Genetal Contractors of America. Copyright 1911,1915, 1918,1925, 1937, 1951, 1958,1961,1963,1966,1967,1970, 1976,01987 by The American Institute of Architects,1735 New York Avenue,N.W.,Washington,D.C.,20006.Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the UnJted States and will be subject to legal prosecutions. MA DOCUMENT A201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION•FOURTEENTH EDITION AIA9 •0 1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A201-1987 I 9.1.7 Other documents,if any,forming part of the Contract Documents are as follows: \ (List here any additional docwments tvbiob are intended to form part of the Contract Documents.7be General Conditions provide that bidding raquirgments sucb as advertisement or invitation to bid,Instructions to Bidders,sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in tbts Agreement. 7bey sbould be listed bare only if intended to be part of the Contract Documents.) This Agreement is entered into as of-the day4nd year first written above and is executed in at least three original copies of which one is to be delivered to the Contractor,one to the Architect for use in the administration of the Contract,and the remainder to the Owner. OWNER CONTRACTOR (Signature) (Signature) (Printed name and title) (Printed name and title) CAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DocuMENT A101 •OWNER-CONTRACTOR AGREEMENT A;TWELFTH EDITION•A+Aa • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.2000 A101-1987 8 WARNINII:UnikWw"piwtoeMhV vloh"s U.S.copytight lawns and Is subject to kpd ptoaacutlot►. 9.1.5 The Drawings are as follows,and are dated unless a different date is shown below: (Eitber list the Drawings bete or refer to an exbibit attacbed to this Agreement.) Number Tide Date 9.1.6 The addenda, if any,are as follows: Number Date Pages i Portions of addenda relating to bidding requirements are.not pan of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION• AIAO •©1987 THE AMERICAN INSTITUTE Of ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 7 WARNING:Unlicensed photoeopying vloh*n U.S.copidW taws and Is sublect to bgal pmescudw. ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents,except for Modifications issued after execution of this Agreement,are enumerated as follows: 9.1.1 The Agreement is this executed Standard Form of Agreement Hctween Owner and Contractor,AIA Document A101,1987 Edition. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction,ALA Document A201, 1987 Edition. 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Protect Manual dated and.are as follows: Document Title Pages C '9.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3,and are as follows: (iilber list the Specifications bere or refer to an exbibit attacbed to this Agreement.) section. Title Pages AiA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT• TWELF-rH EDITION•AIA9 • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 AIO1-1987 8 WARNING:UnUcon"Q photocopying vkWatss US.copvtOM Iowa and Is wbIwt to*W pwamuWn. ARTICLE 6 FINAL PAYMENT Final payment,constituting the entire unpaid balance of the Contract Stun,shall be made by the Owner to the Contractor when(1) the Contract has been fully performed by the Contractor except for the.Contractor's responsibility to correct nonconforming Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements,if any,which necessarily survive final payment;and(2)a final Certificate for Payment has been issued by the Architect;such final payment shall be made by the Owner not more than 30 days after the issuance of the Architect's final Certificate for Payment,or as follows. ARTICLE 7 >.., MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document,the ref- erence refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below,or in the absence thereof, at the legal rate prevailing from time to time at the place where the ProjFct is located. (Insert rate of interest agreed upon, if any.) (Usury laws and requirements under the Federal Truib in Lending Act,similar.state and local consumer credit taws and otber regulations at the Owner's and Contractor's principal places of business,the location of the Project and elsewbere may affect the validity of this provision,Legal advice sbould be obtained u,ttb respect to deletions or modifications,and also regarding requirements such as written disclosures or waivers.) 7.3 Other provisions: ARTICLE 8 TERMINATION OR SUSPENSION 8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions. 8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions. AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION•AIA• • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W,WASHINGTON,D.C.211006 •A101-1987 5 WARNINO;.Unkorm•d photocopying vW&W U.S.cWyrlght Ism mW Is•ubimt to ftM wowution. ARTICLE 5 PROGRESS PAYMENTS P 5,1 Based u po n App lications for Payment submitted to the Architect by the Contractor and Certificates for Pa y ment Issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month,or as follows: 5.3 Provided an Application for Payment is received by the Architect not later than the day of a month,the Owner shall make payment to the Contractor not later than the day of the -month. if an Application for Payment is received by the Architect after the application date fixed above,payment shall be made by the Owner not later than days after the Architect receives the Application for Payment. 5.4 Each Application for Payment shall be based upon the schedule of values submitted by the Contractor in accordance with the Contract Documents.The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require.This schedule, unless objected to by the Architect,shall be used as a basis for reviewing the Contractor's Applications for Payment. 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 5.6.1. Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of percent ( %).Pending final determination of cost to the Owner of changes in the Work,amounts not in the dispute maybe included as provided in Subparagraph 7.3.7 of the General Conditions even though the Contract Sum has not yet been adjusted by Change Order; 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or,.if approved in advance by the Owner,suitably stored off the site at a location agreed upon in writing),less retainage of percent( %); 5.6.3 Subtract the aggregate of previous payments made by the Owner; and 5.6.4 2 Subtract amounts,if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in.Para- graph 9.5 of the General Conditions. 5.7 The progress payment amount determined in accordance with Paragraph 5.6 shall be further modified under the following circumstances: 5.7.1 Add, upon Substantial Completion of the Work,a stun sufficient to increase the total payments to percent( %)of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work and unsettled claims;and 5.7.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions. 5,8 Reduction or limitation of retainage, if any,shall be as follows: i (If it is Intended,prior to Substantial Completion of the entire Work,to reduce or limit the retainage resulting from the percentages inserted in Subpara- ¢ graphs 5.6.1 and 5.0.2 above,and Ibis is not explained elsewbere in the Contract Documents,insert bereprovisions for sucb reduction or limitation.) AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT• TWELFTH EDITION•AIA° • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 A101-1987 4 WARNING:Unlicensed photoeowAno violates U.S.eowMaht laws and is sublact to Ieoe1 nrnseeution_ ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Stun of Dollars (S ), subject to additions and deductions as provided in the Con. tract Documents. 4.2 The Contract Sum is based upon the following alternates,if any,which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or otber identification of accepted alternates.if decisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement,attach a scbedule of sucb other alternates$bowing the amount for each and the date until wbicb tbat amount is valid.) 4.3 Unit prices, if any, are as follows: e I AM DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT•TWELFTH EDITION• AIAe • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE,N.W.;WASHINGTON,D.C.2oo06 A101-1987 3 WARNING.Un0conssd photocopying violates LLS.copyright too and Issubiect to legal Pmeewtion. ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary and other Conditions), Drawings,Specifications,addenda issued prior to execution of this Agreement,other documents listed in this Agreement and Modifications issued after execution of this Agreement;these form the Contract,and are as fully a part of the Contract as if attached to this Agreement or repeated herein.The Contract represents the entire and integrated-agreement between the parties hereto and supersedes prior negotiations,representations or agreements,either written or oral.An enumeration of the Contract Documents, other than Modifications,appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents,except to the extent specifically indicated in the Contract Documents to be the responsibility of others,or as follows: ARTICLE 3" DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured,and shall be the date of this Agreement,as fast written above,unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (insert the date of commencement,if it,dif(ers from the date of this•Agreement or,if applicable,state that the date will be fixed in a notice to proceed.) Unless the date of commencement is established by a notice to proceed issued by the Owner, the Contractor shall notify the Owner in writing not less than five days before commencing the Work to permit the timely filing of mortgages,mechanic's liens and other security interests. 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than (Insert the calendar date or number of calendar days after the date of commencement.Also insert any requirements for earlier Substantial Completion of cer- tain portions of the Work,if not stated elsewhere in lbe Contract'Documents.) subject to adjustments of this Contract Time as provided in the-Contract Documents. (Jnsert provisions, if arty,for liquidated damages relating to failure to complete on time.) AIA DOCUMENT A101 •OWNER-CONTRACTOR AGREEMENT•TWELFTH EDITION• AIAO • 01987 THE AMERICAN INSTITUTE OFARCHITECTS,1735NEW YORKAYENUE,N.W:,WASHINGTON,D.C.20006 A101-1987 2 WARNING:UnNeww"piwtoWMft VWMfte us.MW OM Ism and M t Aod to Woo pro"cudon. H E A M E R I C A N I N S T I T U T E O F A R C H I T E C T S n AIA Document A101 Standard Form of. Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The 1987 Edition.of AIA Document A201, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with otber general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the day of in the year of BETWEEN the Owner: Michael Sissman ' (Name and address) 134 South St. Northampton, MA 01060 and the Contractor: (Name and.address) The Project is: 10 Strong Ape: (Name and location) Northampton,. MA The Architect is: - Ford Gillen Architects, Inc. (Name and address) 409 Main St. Amherst, MA 01002_ The Owner and Contractor agree as set forth below. CCopyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977,©1987 by The American Institute of Archi- tects, 1735 New York Avenue,N.W.,Washington,D.C.20006.Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A101 a OWNER-CONTRACTOR AGREEMENT!TWELFTH'EDITION•AIA° • ©1987 THE AMERICAN INSTITUTE OF.ARCHITECTS,1735 NEW YORK AVENUE,N.W.,WASHINGTON,D.C.20006 AIOI-1987 1 WARNING.Unlicensed photocopying vloiates U:S.copyright laws and Is subject to legal prosecution. President of Corporation ^ Secretary of Corporation f Corporation is organized under laws of the State of Bid dated this day of ,2002. Ir Sissman-10 Strong Ave. Project No.2026 Section 00300-Bid Form-2 BID FORM Jj TO: Michael Sissman,Owner The undersigned,having examined the proposed Contract Documents titled: 10 Strong Ave. and having visited the site and examined the conditions affecting the Work,hereby proposes and agrees to furnish all labor,materials,equipment and appliances,and to perform operations necessary to complete the Work as required by said proposed Contract Documents,for that portion of the work identified as"Base Bid"for the stipulated sum of: Dollars This bid includes Addenda numbered The undersigned understands and agrees to comply with and be bound by instructions to bidder's issued for this work. BIDDER (Company Name) (Corporate Seal) By: (Address) (License Number) (License Type) Type of business entity: (corporation,co-partnership,individual,etc.) Individual members of the firm: i j Sissman-10 Strong Ave. Project No.2026 Section 00300-Bid Form-1 r` 1.07 COMMENCEMENT OF WORK AND TIME OF COMPLETION A. See Invitation to Bid. END OF SECTION Sissman-10 Strong Ave. Project No.2026 Section 00100-Instructions to Bidders-2 SECTION 00100-INSTRUCTIONS TO BIDDERS f ) i 1.01 EXAMINATION OF SITE AND CONTRACT DOCUMENTS A. Each Bidder shall be held to have examined the areas affected by the Work and to have compared it with the drawings and specifications and to have satisfied themselves of the conditions existing,the storage and handling of materials,and all other matters that may be incidental to the work under the contract,before submitting their proposal. B. Submission of a proposal will be considered evidence that an examination has been made. No allowance will subsequently be made to the Contractor for any error on their part,due to their neglect to comply with the requirements of this clause. C. No compensation will be allowed by reason of any difficulties which the Bidder could have discovered or reasonably anticipated prior to bidding. D. Each Bidder shall make their own measurements to determine the scope of the project. The dimen- sions given in these drawings are offered only for convenience and are not warranted to be correct. 1.02 SALES AND USE TAX A. Sales and use tax must be paid by the contractors and shall be included in the Contract Price. 1.03 ADDENDA AND INTERPRETATIONS A. No interpretation of the meaning of the Drawings,Specifications,or other documents will be made to any Bidder orally. Every request for such interpretation shall be in writing and either mailed to Ford Gillen Architects,409 Main St.,Amherst,MA or faxed(413-256-1553). To be given consideration, said request must be received at least five(5)days prior to the date fixed for the opening of General Bids. B. Any and all interpretations and any supplemental instructions will be will be in the form of written Addenda to the Contract Documents which,if issued,will be sent to all persons on record as having received a complete set of Contract Documents at the respective addresses furnished for such purposes. Such Addenda will be mailed and/or faxed not later than 48 hours prior to time set for opening of bids. Failure of any Bidder to receive any Addendum or interpretation shall not relieve such Bidder from any obligation under their Bid as submitted. C. All Addenda so issued shall become part of the Contract Documents. 1.04 BID SECURITY A. None required. 1.05 RETAINAGE A. All pay requisisitions submitted shall be subject to a 5%retainage. This retainage shall be due sixty (60)days after Substantial Completion. 1.06 CONTRACT SIGNING IA. After opening of Bids,all Bids shalt stand available for acceptance for a period of thirty(30 days). Sissman-10 Strong Ave. Project No.2026 Section 00100-Instructions to Bidders-1 INVITATION TO BID Ford Gillen Architects invites sealed bids from invited General Contractors for the construction of 10 Strong Ave.,Northampton,MA. The bids will be accepted at Ford Gillen Architects until August 1,2002, at 12:00 noon. Bids must be submitted on an exact duplicate of the Bid Form indicated in the Specifications and shall be completely filled out. Bids shall be opened in private. The project consists of construction of a building shell 200 ft,long x 30 ft. deep, 3 and 2 stories high with full basement. Work shall begin the week of July 29,2002,and be substantially completed by January 1,2003. Bidding Documents(plans and specifications)shall be sent to the bidders on or about July 10,2002. All work must be performed in accordance with the documents prepared by Ford Gillen Architects, Inc., 409 Main St.,Amherst,MA 01002 (Tel. 413-253-2528;Fax 413-256-1553). END OF INVITATION TO BID Sissman-10 Strong Ave. Project No.2026 Section 00010-Invitation To Bid-1 DIVISION 8 DOORS AND WINDOWS 08210 Wood Doors 2 08300 Garage Doors&Opening Systems 2 08410 Aluminum Entrances,Glazing and Doors 5 08610 Wood Windows 5 08710 Builders Hardware 7 DIVISION 9 FINISHES 09250 Gypsum Drywall and Wall Framing 3 09900 Painting 3 DIVISION 15 PLUMBING 15400 Plumbing 18 DIVISION 16 ELECTRICAL 16000 Electrical 30 APPENDIX A Weber Engineering Geotechincal Report 17 Sissman-10 Strong Ave. Project No.2026 Table of Contents-2 g TABLE OF CONTENTS t GENERAL DOCUMENTS No. of BIDDING DOCUMENTS Pages 00010 Invitation to Bid 1 00100 Instructions to Bidders 2 00300 Form for General Bid 2 CONTRACT&GENERAL CONDITIONS A101 Agreement Between Owner&Contractor(AIA 1987 Ed. 8 AIA 201 General Conditions 1987 Ed. 24 00810 Supplementary General Conditions 34 SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS ' 1 01015 Project Procedures 4 01025 Schedule of Values 2 01040 Project Coordination 2 01100 Procedures,Controls and Payments 1 01200 Project Meetings 2 01300 Submittals 5 01500 Temporary Facilities 6 01700 Close-out Procedures 4 DIVISION 2 SITE WORK 02050 Demolition-NIC 1 02200 Earthwork 5 02613 Brick Paving 3 02900 Planting 4 DIVISION 3 CONCRETE 03110 Cast In Place Concrete 11 DIVISION 4 MASONRY 04200 Masonry 8 DIVISIONS METAL 05120 Structural Steel 6 DIVISION 6 WOOD AND PLASTICS 06100 Rough Carpentry 3 06200 Finish C entry 2 DIVISION 7 THERMAL AND MOISTURE PROTECTION 07200 Insulation 2 07530 Single Ply Roofmg System 2 07900 Joint Sealers 4 Sissman-10 Strong Ave. Project No.2026 Table of Contents-1 Project Manual 10 Strong Ave. Northampton, Massachusetts \ Project No. 2026 General Bids Due: August 1, 2002 at Ford Gillen Architects OWNER Michael Sissman 134 South St. Northampton,MA 01060 f Q � No.2657 ARCHITECT AIJINERST w Ford Gillen Architects,Inc. MAC' ay 409 Main Street of Amherst,MA 01002 �►►� mail fgaoffice@ fordgillen.com Tel 413-253-2528 Fax 413-256-1553 E CONSULTANT Foley&Buhl Structural Engineers 9 Galen St.,Suite 240 Watertown,MA 02172 Tel 617-925-9150 Fax 617-924-4467 Email hwh @fbeng.com CONSULTANT Weber Engineering Associates,LLC 92 Briarcliff Lane,Holliston,MA 01746 Tel 508-429-4573 Fax 888-808-7384 July 8, 2002