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23B-046 (45) Planning Board - Decision City of Northampton Hearing No.: PLN-2006-0030 Date: March 10, 2006 C. The applicant will mitigate stormwater. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 21212006 2/16/2006 3/9/2006 3/23/2006 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 21912006 311612006 3/9/2006 312312006 3/30/2006 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 2/9/2006 212312006 3/9/2006 311012006 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 211612006 7:30 PM 6172006 6172006 MEMBERS PRESENT: VOTE: Francis Johnson votes to Grant George Kohout votes to Grant Keith Wilson votes to Grant David Wilensky votes to Grant MOTION MADE BY SECONDED BY: VOTE COUNT: DECISION: David Wilensky Kenneth Jodrie 4 Approved with Conditions MINUTES OF MEETING: Available in the Office of Planning&Development. 1, Carolyn Misch,as agent to the Planning Board,certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on March 10,2006. 1 certify that a copy of this decision has been mailed to the Owner and Applicant. Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt.40A, Section 17 as amended within twenty(20)days after the date of the filing of the notice of the decision with the City Clerk. The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. GeoTMS®2006 Des Lauriers Municipal Solutions,Inc. 5 ` Planning Board - Decision City of Northampton Hearing No.: PLN-2006-0030 Date: March 10, 2006 APPLICATION TYPE: SUBMISSION DATE: PB Major Site Plan 111012006 1 i A P Applicant's Name: Owner's Name: Surveyor's Name: NAME: NAME: - ; COMPANY NAME: COOLEY DICKINSON HOSPITAL COOLEY DICKINSON HOSPITAL INC ADDRESS: ADDRESS: ADDRESS: 30 LOCUST ST c%Richard Corder 30 LOCUST ST TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: NORTHAMPTON MA 011060 NORTHAMPTON MA 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413)582-2313 (413)582-2216 0 (413)582-2955 EMAIL ADDRESS: EMAIL ADDRESS: EMAIL ADDRESS: Site Information: STREET NO.: SITE ZONING: T.ST M TOWN:- SECTION OF BYLAW: NORTHAMPTON MA 01060 Section 11:Site Plan Approval MAP: BLOCK LOT: MAP DATE: ACTION TAKEN: 6Nf 001 Approved With Conditions Book: Page: 2485 335 NATURE OF PROPOSED WORK: Expansion of wood chip heating facility. This request does not include request for parking expansion elsewhere on the subject property. HARDSHIP: CONDITION OF APPROVAL: FINDINGS: 1) The applicant shall install a fence/bollards on the rear edge of the gravel lot at the wood chip facility. 2) Prior to issuance of a building permit, the applicant must obtain an amended stormwater permit from the Department of Public Works. The Planning Board granted the Site Plan Approval with waivers for the 7,350 square foot expansion of the wood chip heating plant based upon the information submitted in the application and the following plans: 1. "Wood Chip Heating Facility Expansion, Cooley Dickinson Hospital"Prepared by Vanasse,Hangen,Brustlin,Inc., Sheets C1-05,SV-1. Dated 12/02/2005. 2. Stormwater Management Report Dated December 2005. In granting the Site Plan the Planning Board found: 1. The requested use protects adjoining premises against seriously detrimental uses. The expansion is an accessory utility building to support the overall use of the Hospital and is necessary to support the previously approved surgical wing expansion. 2. The requested expansion will be located at the site of the existing woodchip facility and will not alter the pedestrian safety or vehicular and pedestrian movements on the site as previously planned. 3. The requested use will promote a harmonious relationship of structures and open spaces to the natural landscape,existing buildings and other community assets in the area. The building expansion will be behind the principal hospital building and not visible from surrounding streets or properties. 4. The requested use will not overload,and will mitigate adverse impacts on, the City's resources including the effect on the City's water supply and distribution system, sanitary and storm sewage collection and treatment systems,fire protection,streets and schools. Stormwater treatment plans will be amended to account for new impervious coverage. 5. The requested use does not trigger compliance with special regulations set forth in the Zoning Ordinance other than for site plan review. 6. Compliance with the following technical performance standards have been met: A.Additional curb cuts are not required. B. Pedestrian,bicycle and vehicular traffic movement on site are separated. GeoTMS®2006 Des Lauriers Municipal Solutions,Inc. �gtlAblpT Grz#� of Xort4antptan z � � �Isssxchitsrtts _ " s. DEPARTMENT OF BUILDING INSPECTIONS e INSPECTOR 212 Main Street • Municipal Building o Northampton,MA 01060 The nearest use group in my opinion would be H-3,this requires the building to have a sprinkler system. The building exterior walls would require a 1 hour rating if closer than 15 feet from another building. You have right of appeal of this decision and that appeal would be thru the Department of Public Safety Building Board of Regulations and Standards located at One Ashburton Place, Boston MA. Sincerely, Anthony Patillo Building Commissioner City of Northampton CC: Fire Chief Brian Duggan, T. Singleton d4-9 to LrZt� of Nort4aniptan z I �IaSSBCI(IiStttS �� 51 DEPARTMENT OF BUILDING INSPECTIONS INSPECTOR 212 Main Street 0 Municipal Building Northampton,MA 01060 5 e May 4, 2006 Crocker Building Company Bill Crocker 186 Stafford Street Springfield, MA 01104 Norm Welch Facilities Manager CDH 30 Locust Street Northampton, MA 01060 Subject: Denial of Building Permit#BP-2006-1103 for Building for wood fired heat plant Dear Mr. Bill Crocker, I have reviewed plans submitted for construction of building for wood fired plant to be located at 30 Locust Street Map 23b lot046 Zone M. The permit application is denied. The permit has been denied for the following: 1. Application submitted indicates the use group as Fl and a construction type of 2C. I disagree with the use group classification. The fuel load that is present in building and the flammability as defined by 780 CMR under high hazard use groups "Flammable: capable of being readily ignited from common sources of heat at a temperature of 600 degrees F or less". A letter supplied with application from AF Energy Systems PE John Frailey states "In conclusion it is my professional opinion that the temperature in any one of these buildings would have to reach a sustained temperature above 400 degrees and even then auto ignition would not happen unless there was an open flame or higher temperature heat source which could auto ignite the fuel." I „0-,[.9 „0-,69 „b-,£Z „b-,ZZ .,Dl-,TZ „b-,EZ „b-,ZZ „b-,EZ N I I I I I I I I I I I I I 1 I I I I I I I (n N ------------------------+--"-'---------------�----------------------- �------------------ ---------------------I------------------------ Ln Ln I I I f I I I I O I I Z f I I Z 1 1 J ar Ir1r;1i Al AA AMP 00 AV AW if AAW AV Ara / erg ►r y At 14 maw A. zo W AV AANP ►,. �/ / � , 4JW/ .A► �:' AW /�LU�� / �w it1► ='�r l l.�.'m nP`a/,O%AV SIP', ,1 ,r,A ,, 1A -A r%�::._a . .:!'a_,:`� •a.►..All 1� Wi',•� •/'t�•i- .,,d„ r�.`��''/��► J�! .1� %ARIte/V• >ar... ✓:�1��, ltd •.� AMO,,,OF .�a r . �' 1Z e�;..,, *� ern, _. • .,E .AV, air Ayp FA, �. ♦i �,'► rte,. '''"=► Y %j'� :►i°'-;""' . �►� -,;,err 11rZW yW"Al" " A�_ • ar•� '.��.--�'i"►. s:-c:w.:.::r::r spa r, 733 g f i ! � m 3 ib°fi a ° 1� fVi Ito a � I � a a C i l a r xi Q g I] � m 6 fal y � w� = m I -------- ?XHX°i'N'O.�-'3S tK:(�❑'N'fF„0-.9f.. ... ail III IJ, 0 40 Li kA 40, C., 0 tu E 1 !I :VT r L1------- ----------------- - C I Ile 10. Do any signs exist on the property? YES NO IF YES, describe size, type and location: 4 -4-ks? l(2,4---4s4 ny sue% f l u Are there any proposed changes to or additions of signs intended for the property? YES NO__ IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre orls it part of a common plan of development that will disturb over 1 acre? YES NO _ IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building Department EXISTING PROPOSEDED$ Lot Size r Frontage Setbacks Frontj/ Side L: R: L: R: L R`_ Rear Building Height / Building Square Footage %Open Space: (lot area minus building & paved parking #of Parking Spaces w #of Loading Docks vf� V Fill: (volume& location) L I 2— 4 A 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: 2T �Z� Applicant's Signature NOTE: Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health,Conservation Commission, Historic and Architectural Boards,Department of Public Works and other applicable permit granting authorities. W:\Documents\FORMS\original\Building-Inspector\Zoning-Permit-Application-passive.doc 8/4/2004 File No. Xt A 01 Please, ,-pe_o print all information and return this form to the Building Inspector's Office-with the $15 filing fee (check or money order)payable to the City of Northampton 1. Name of Applicant: :, D,LL,k_ (...)�;-. s Q "'a 1 �7 � 4 Address: J 0 S'f' Telephone: / 3 7 Y2^2 y q / 2. Owner of Property: Address: Telephone: 3. Status of Applicant: Owner Contract Purchaser Lessee Other (explain) >,j 4. Job Location: 3U 6,r,mss 4 54 Al1l*k 0�n Re ME R Ed N21ft ,oz �M 5. Existing Use of Structure/Property: pp 111r k1< / S`iL,Q Ise �� k.t'�C4 4 '�J �5�'�'1_( n., L✓J<S:x4�i .� `� ?`P� �J�< �t,^ �y �c.(r -� 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): 7. Attached Plans: Sketch Plan Site Plan Engineered/Surveyed Plans 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IC V`S; vvIaS uic per�i�it r ei.Grdeu at the Registry of Deeds', NO DON'T KNOW YES IF YES: enter Book Page and/or Document# 9.Does the site contain a brook, body of water.or wetlands? NO DONT KNOW YES _ IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained_ Obtained date issued: (Form Continues On Other Side) W:\Documents\FORMS\original\Building-Inspector\Zoning-Permit-Application-passive.doc 8/4/2004 File#MP-2006-0057 APPLICANT/CONTACT PERSON COOLEY DICKINSON HOSPITAL INC ADDRESS/PHONE c/o Richard Corder (41'1)582-2216() PROPERTY LOCATION 30 LOCUST ST MAP 23B PARCEL 046 001 ZONE M THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM- LLED OUT Fee ai 7V 1 A5 Building Permit Filled out Fee Paid Typeof Construction: ZPA-NEW WOODCHIP FIRE BOILER BUILDING New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRWNTED: Approved Additional permits required(see below) 1 PLANNING BOARD PERMIT REQUIRED UNDER: § I Intermediate Project:_Sit lan AND/OR Special Permit with Site Plan Major Project: ite Plan AND/OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Weil Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street C ssion Signature of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact the Office of Planning&Development for more information. City of Northampton Building Department In accordance with Chapter 1, Section 116 of the Massachusetts State Building Code, Q 4 ) G V-' (� being a Professional Engineer/Architect, certify that the plans for�crot�I t,tPj�— fUeW� have been prepared under my supervision and to the best of my knowledge, such plans conform to the provisions of said Code, all acceptable engineering practices and all applicable laws and ordinances. And, further, that I will supervise the inspection of the construction as specified in Section 116.2.2 and submit reports as required by Section 116,4 of the Code. deb.71 v MASS". Signature Subscribed and sworn to before me this day of 20 O C.7 Notary Public My Commission expires t -- ! / — C% (I Date CONDITIONS This report is delivered subject to the following conditions: 1. 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 structural configuration and grades. If other information becomes available, or if conditions change we must be notified. The recommendations will be reviewed in context with the new information and we reserve the right to modify our recommendations as necessary. 2. The studies and recommendations summarized herein are based upon generally accepted geotechnical engineering practices. No other warranty, expressed or implied is made. These recommendations apply specifically to this project and they are not transferable. 3. This report has been prepared solely for design purposes and shall not be incorporated by reference of other means into the Contract Documents. If this report is included in the Project Manual, it shall be for information only. Earthwork specification clauses shall take precedence. 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: Stacey Yergotelis, TRO Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff Lane, Holliston MA 01746 Page 5 11. 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. Materials We recommend that the following material gradations and names be used be used for consistency on the drawings and in 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, below footings and adjacent to exterior foundation walls or piers: Sieve Size Percent Finer 3-inches 100 No. 10 30-95 No. 40 10-70 No. 200 0-15 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. This material should be used below all footings to provide a working mat and drainage layer where the footings extend to the clay and silt layer. Geotextile Fabric: Mirafi 140 N or equivalent 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. Phone (508) 429-4573 Fax (888) 848-7384 92 Briarcliff Lane, Holliston MA 01746 Page 4 RECOMMENDATIONS An outline of recommendations is presented herein as indicated in our proposal. 1. Remove fill where is occurs below the building footprint and to a sufficient lateral distance so that the bottom of the excavation to remove fill is defined by a 1:1 slope from the edge of exterior footings. The quantity of existing fill is unknown but is expected to occur within the lower areas of the site. Verify by observation during construction. 2. All fill placed within and below the structure must be compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D1557. Lifts must be controlled so that they do not exceed 6-inches in confined areas and 12-inches in open areas where larger compactors can be utilized. Use hand-operated equipment within 10-ft behind retaining walls and do not over-compact the backfill material. 3. Groundwater is expected to be around El. 201 although this grade will fluctuate. Excavations below the groundwater will require dewatering and stabilizing the excavations in order to construct the fill. Below ground structure will require foundation drains. 4. The recommended allowable bearing pressure is 1.5 tsf(3000 psi) provided that the footings are at least 3 feet wide. For footings less that 3 feet, reduce the pressure by a factor of B/3 where B is actual width. The width B however should be no less than 2 feet. 5. Where clay and silt is the native bearing material, provide at least a 12 inch thick layer of 3/4 inch crushed stone encased in geotextile fabric between the footing and the clay. 6. The subsurface conditions at this site are suitable for supporting a slab on grade provided that the existing fill material is removed and replaced with compacted structural fill. We recommend that the slab be constructed on a base course layer consisting of at least a 6 inch layer of gravel borrow. 7. We are unaware of any machines within the storage building that might cause vibratory loads. 8. Based on Table 1612.4.1 of the Massachusetts State Building Code, Sixth Edition it is our opinion that the site has an S, site profile. Accordingly the recommended seismic coefficient (S) for design is 1.5. The site is not susceptible to liquefaction. 9. Use smooth faced bucket on excavating equipment to reduce disturbing the clay and silt. This material cannot be recompacted especially when wet. Avoid working directly on the material with equipment that can disturb the material soil. 10. The underlying silt or clay & silt must be stabilized and protected from becoming disturbed in the presence of moisture or when working on the material. The contractor must consider methods to protect the soil. Three-quarter inch crushed stone encased in geotextile fabric is expected to provide a suitable working surface to protect the underlying soil and provide a drainage layer. We recommend that a note indicating this required be included on the drawings. Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff lane, llolliston MA 01746 Page 3 Table 1 —Summary of Explorations Boring Depth Elev. BW-I 37' 212 B W-2 27' 206 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(N) and is a measure of soil density in granular soils and consistency in cohesive soil. It should be noted that the classification of soil strata shown on the logs is 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 and which might 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. Logs of the borings were prepared by Weber Engineering Associates, LLC and are attached to this report for reference. SUBSURFACE CONDITIONS Soil Boring BW-I begins at approximately El. 212 which is 6 feet higher in elevation than boring BW-2. Subsurface soil conditions encountered within boring BW-2 reveals approximately 5 feet of fill containing brick and broken concrete. Thereafter the material changes to gray clay and silt. BW-1 on the other hand begins at a higher elevation and consists of approximately 1 I feet of dense sand, 5 feet of silt and thereafter soft to medium stiff clay and silt. These conditions are similar to the conditions encountered at other areas of the site. Groundwater The groundwater level was measure in BW-2 at a depth of approximately 5 feet BGS. This corresponds to El. 201 which was the approximately the groundwater level measured in the other explorations within the general area. Groundwater could not be measured in BW-1 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. Phone (508) 429-4573 Fax (888) 808-7384 92 Briarcliff' Lane, Holliston MA 01746 Page 2 y r-Eng ,�neerinq AswOatos, L March 25, 2005 Cooley Dickinson Hospital C/O Ms Juanita Forsythe 303 Prospect St Northampton MA 01060 Re: Geotechnical Engineering Report Proposed Wood Chip Building Cooley Dickinson Hospital Project 05613 Dear Ms Forsythe: 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 proposals dated February 23, 2005. The objective of the work summarized herein was to conduct geotechnical engineering studies for the wood chip building and prepare a summary letter providing an outline of recommendations for foundations related to this phase of the project. BACKGROUND Cooley Dickinson Hospital (CDH) plans to construct several projects at their campus located in Northampton, Massachusetts. This report addresses recommendations for the proposed wood chip building. The proposed wood chip facility will be located behind the existing structure. The existing structure is at two levels and at present,the design grade for the proposed structure is unknown. Subsurface conditions vary across the site as indicated in the explorations taken within the footprint. Accordingly our recommendations for foundation pressure are based upon the softer soil conditions. This letter can be revised if additional information becomes available. SUBSURFACE EXPLORATIONS Seaboard Drilling of Springfield, Massachusetts conducted an exploration program within the footprint of the proposed structure on March 8, 2005 in connection with explorations for a wider area. Borings B W-1 and B W-2 were taken within the footprint of the proposed wood chip building. The location of the explorations is shown on the attached Exploration Location Plan. A summary of the depth of each of the two explorations is shown in Table 1 along with the approximate ground surface elevation interpolated from topographic contours shown on a site plan provided by TRO. 1'lion e (508) 429-4573 Fax (888) 808-7354 92 Briarcliff Lane, Holliston MA 01746 Page 1 04/13/2006 THU 15:09 FAX IJ001/002 ACOR_D.. CERTIFICATE OF LIABILITY INSURANCE C O L DATE(MMIDDIYROCCK K-1 04113/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PHILLIPS INSURANCE AGENCY INC HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 97 CENTER STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CHICOPEE MA 01013 Phone; 413-594-5984 Fax:413-592-8499 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Hanover Insurance Com any_— 22292 _ INSURER B: A. I. M. Mutual Ins. Co. Crocker Building Co INSURER C: Mr. Seth Crocker -- (� 186 Stafford Street INSURER D: I __ Springfield MA 01104 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1NSRINSR -'-- POLICY NUMBER DATE MMIDDM/ DATE MMIDDmN LIMITS LTR)NSR TYPE OF INSURANCE j !GENERAL LIABILITY EACH OCCURRENCE 1$1000000 A !X I COMMERCIAL GENERAL LIABILITY ZBN8757486 04/01/06 04/01/07 PREMISES £aoccurence) j$100000 CLAIMS MADE OCCUR MED EXP(Any one person) I S SOOO -�J PERSONAL B ADV INJURY S 1000000 I ^^^^^ -�— GENERAL AGGREGATE S 2000000 jGEN'L AGGREGATE LIMITAPPUESPER: PRODUCTS-COMPIOPAGG s2000000 �!POLICY r PE� I LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1000000 A I ANYAUTO ADNB255252 04/01/06 04/01/07 (Eaaaidenl) IALL OWNED AUTOS BODILY INJURY S i (Per person) I I X j SCHEDULED AUTOS _ X 1 HIRED AUTOS j BODILY INJURY S (Per accident) X i NON-OWNED AUTOS — i PROPERTY DAMAGE (Per accident) s INCLUDED i I GARAGE LIABILITY + AUTO ONLY-EA ACCIDENT S EA ACC S ANY AUTO OTHERTHAN — I j----I AUTO ONLY: AGG S i EXCESSIUMBRELLA LIABILITY EACHOCCURRENCE S 5000000 A ( x 'OCCUR CLAIMSMADE UHN8757485 04/01/06 04/01/07 AGGREGATE _ .$5000000 I I s S DEDUCTIBLE RETENTION S !WORKERS COMPENSATION AND TORY LIMITS X ER B EMPLOYERS'LIABILITY ' WMZ8005450 04/01/06 04/01/07 aL.EACHACCIDENT I s 500000 i ANY PROPRIETORIPARTNER/EXECUTIVE I OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE!S 5000 00 I It yes,describe under E.L.DISEASE-POLICY LIMIT 18 500000 j SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Job; New Boiler Building @ Cooley Dickinson Hospital CERTIFICATE HOLDER CANCELLATION TOWNORT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 20 DAYS WRITTEN Town of Northampton NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Building Dept IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Attn; Anthony L. Patillo 210 Main St. Rm 100 REPRESENTATIVES. Northampton MA 01060-3189 AUT ZEDRgPRESENT VE 'qer L' ACORD 25(2001108) ©ACORD CORPORATION 1988 Page 2 of 2 AL. G:atca: April 5, 2006 +Atten[ion: Mr. Bf1 Crockor Project: Coale.1Ackin5 c�n I IoSpita' 'Jlr FIF 'v"'J m7G-f-FIRED BOILER S''fi f L';1 5tlbjoct: ,"lon?e sGr aci; m,[ .otter Dew Bill. 1 an?�Vfr tin:]1,a,a1iR r r.I 9r'imon:::r thla i:Iriw 5l.rr rafJ c.orisi�,t;.nt w4h'tuf systorn we ar'! rr5ltihflr,r� to'cool..y -a. ,F,wr lac Illy hrQf y I aril j pwma r anal;he rrnrrarl�ng,n;! wllh AFS E-wigy S.sldsns I ila e n-i r,Je,IrJn. r, Il.at>IIJ°.wit cyr r+loci firt3il :rc)iler sys.errts;iur ovor 25 yours, Chu fuel at Coolev bicI,,Illson ..Ih hr3 rr't ini'j On_t a'1 *,o3d Chips- trrlh an i_yuiiitarr le.mpreratUru t oAI 1L , u 1 ypioall. ;Cris fuel'r:ill no,auto viniu:at tenipor r urns of less than UJ"t' ,oi c)rrt I i€ana being prtnle,lt. As,an addle 1101e the 510raje facility earl orlr 3tfiafF afound L'-3,lays v crrlh o`fuel of 111th"n ar,d'1nC=ra';.'ill 1>£r a r„„Cin3tanr Darn sav r vf-,he,fuel prooLict. Th,sr.for.? wi,do nol..r>rpev t age'airjq 10 tiCC'+,ar r he€etly i ,h-.°,•a r)y ,Iysls iould tai:,. r.-jcn r.h-h ead to at<I loaLl Uc rnrtarature. In on--ll•5aan 0 is rr y p-rolussiunjl u-pwiC+n'heal the lezrnperaluse:in ;r;ry Ore 0,O'e e :uuu lFnys`t'yould! ,o rearh,a susta3ir,ud learlperaturC auu'.e 4J0"1=, aauJ c..esn;hfrn h_,ppen.inloss- .hares Vrzrs :jr)opurl L)r it lrjla�,r krrpurat.rru ticLil ,.:-Ir e .. 11,rr sou d NIO;he iu 'I. It you ;Iu)calQ ri-uuiru J`-1, ..wItratt,J ,yr l'[10-- Jl`y tlu__l ra Pl r'-U tIvr ale. J ::All oil UI 4± I n.r5. Erns lc a 'F AF',:�Energy Sys;errs ivk Tim S;ngle earl-Coolco iICk.IIISGII 420 nak. P.0, lJO>: '11r0 Strop Pnnra I"1 71 �.•3�ti�wJ t:r i r ire, ?n 17 J at i1r 11 cc 1 ax.. 1 C_,-1l II. ;I 1?, 3fj 4/5/2006 Page 1 of 1 Bill Crocker From: "JFrailey" <jfrailey @afsenergy.com> To: "'Tim Singleton"' <Tim_Singleton @cooley-dickinson.org>; "'Norm Welch"' <Norm_Welch@cooley- dickinson.org> Cc: "'Yeragotelis, Stacey"' <SYeragotelis @TROarch.com>; "'Jeff Bibeau <JBibeau @tighebond.com>; "'Bill Crocker"' <billycrocker @rcn.com>; "'Furman,John"' <JFurman @vhb.com>; "'Jay Clark"' <jclark @afsenergy.com> Sent: Thursday, March 02, 2006 4:20 PM Attach: 0510053CooleyDickinson600-300.dwg Subject: RE: Questions Tim, I answered all the questions the best I can for now, obviously if the pollution control equipment changes then the layout will change accordingly. The layout reflects the 300 psig design unit, also I up-graded the look of the stack and relocated the ash pit. I revised the fuel room layout, this still needs some tweaking but you can see the general idea. If anyone has questions please give me a call. Sincerely, John A. Frailey, PE VP- Engineering AFS, Inc.>Energy Systems Div. Phone: 717-763-0286 ext. 102 Fax: 717-763-1066 website: www.afsenergy.com From: Tim Singleton [mailto:Tim—Singleton @cooley-dickinson.org] Sent: Wednesday, March 01, 2006 1:55 PM To: JFrailey; Jay Clark Subject: Questions Questions for today: 1) Blow-down size and location so that we can make provisions in the foundation; 8" floor connection, where are the drains that this would run into—has there been any consideration given to having trenches, with pipes in them. 2) BTU's produced for DEP; 29.8 x 106 BTU/HR 3) Firing rate for DEP; 6,357 Ibs/hr—green wood waste 4) Revised stack and building equipment layouts (For TRO to complete the electric design) and including showing sample ports 90 degrees apart and relocated feeders system away from the north overhead door (for DEP); see drawing, I have shown the stack load based on 150 mph, we estimated this job based on 100 mph, so if I can determine what BOCA code requirements are, I may change this but for now this is worse case. 5) Structural loads for the boiler and stack for AFS; I show this on the drawing 80,000#for under the boiler furnace and 23,000 per pier. Stack is 67,761 #total—based on the 150 mph wind loading. 6) Cost to remove one mult-clone and add a bag house. To follow. 7) Verify release/delivery dates: hope to release boiler this week depending on manufacturer. 3/3/2006 BCrocker Building Company, Inc. C 186 STAFFORD ST. SPRINGFIELD, MA 01104 Q JOB NO. (413) 737-7803 FAX(413) 737-6861 DATE fin/ ATTENTION�LIlayuX C• ` A"+,`6 TO: Nc1fL. .!f7A + G r1�t�. #) T_.. _ RE: Z��.._ MA.,� S�.T __CZ�_ too . ����� 30� 3.►��.,.. Lg ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: [I SHOP DRAWINGS ❑ PRINTS NS PLANS ❑ SAMPLES ❑ SPECIFICATIONS ❑ COPY OF LETTER ❑ CHANGE ORDER ❑ COPIES DATE NO. 22 Q D DESCRIPTION t1..rV���1.�1s 1..Q„�M�,.. �e�\���'1C.J.R�+t ���'1♦''C�1f'�21`...._�'17�+_�,�AVCI...� _.__. 3. _.._ a l i7i 0�' _._.... _ .. .. _ ._V P._.__ 1�'Q •�.r?�y,w.av9.L�CJ ��a�� �cA�►►�-►S�... _. _. . _ 3 t2t�2t�oS__ S•��5? �r►,�,�¢as-r.�• r�ou�.c�Qt�•v ���,Sti __ _ _ __. -c.s Ad Su-% U'41 THESE ARE TRANSMITTED as . . M FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL "FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION Q"AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT ❑ ❑ FORBIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US .........._......_.................... .........._......_......__.._... COPY TO: SIGNED: K enclosures are not as noted,kindly notify us at once. I TEST BORING LOG Sheet 1 Weber Engineering Associates,LLC CDH Wood Chip Bldg. BORING NO. BW-2 Geotechnical Engineers Northampton,MA Holliston,Massachusetts DATE:3/9/05 Groundwater Observations Ground Elevation: approx El.206 Depth Date Started:3/8/05 Date Casing Stabilization Time Date Finished: 3/8/05 3/8/05 5 5 Driller: Seaboard Drilling Depth Sample Depth Pen/ Type Strata Visual Description Note No. Rec. Depth Blows/6 0 1 Fill 2 3 4 1 24/2 3-5 34-100/2" Ss Brick and concrete 5 5, 6 2 24/8 5-7 3-3-4-6 Ss Black to brown fine to medium SAND little Silt 7 8 9 10 11 3 24/16 10-12 2-4-4-4 Ss Gray CLAY and SILT occasional fine sand lenses 12 13 Clay and 14 Silt 15 16 4 24/16 15-17 4-5-4-6 Ss Gray CLAY and SILT occasional fine sand lenses 17 18 19 20 21 5 24/14 20-22 4-6-6-8 Ss Gray CLAY and SILT 22 23 24 25 26 6 24/20 25-27 4-5-6-7 Ss Gray CLAY and SILT occasional fine sand lenses 27 27' 28 — — 29 30 31 32 33 34 35 36 Notes: Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split spoon Trace 0— 10% A=Auger Little 10—20% Type HSA ss U=Undisturbed Some 20—35% Tv=Pocket Torvane And 35-50% ID 4 1-3/8" Pp=Pocket Penetrometer TEST BORING LOG Sheet 1 Weber Engineering Associates,LLC CDH Wood Chip Bldg BORING NO. BW-1 Geotechnical Engineers Northampton,MA Holliston,Massachusetts DATE:3/9/05 Groundwater Observations Ground Elevation: approx El.212 De th Date Started:3/8/05 Date P Casing Stabilization Time Date Finished: 3/8/05 Driller: Seaboard Drilling Depth Sample Pen/ Type Strata Visual Description Note (ft) No. Rec. Depth Blows/6" 0 1 2 Sand 3 4 1 24/17 3-5 8-21-16-16 Ss Tan fine to medium SAND trace Silt with tan fine 5 SAND little Silt layers 6 2 24/18 5-7 10-16-19- Ss Tan fine to medium SAND trace Silt with tan fine 7 17 SAND little Silt layers 8 9 10 11 3 24/12 10-12 10-13-16- Ss _I1'_ Gray SILT and fine SAND 12 18 13 Sandy Silt 14 15 16 4 24/18 15-17 2-4-4-5 Ss _16'_ Red fine to medium SAND(layer)to Gray CLAY and 17 SILT 18 19 20 21 5 24/18 20-22 1-2-2-2 Ss Gray CLAY and SILT 22 Clay and 23 Silt 24 (occasional 25 Silt layers) 26 6 24/18 25-27 16-14-16- Ss Yellow SILT to CLAY and SILT 27 14 28 29 30 31 7 24/18 30-32 1-2-1-2 Ss Gray CLAY and SILT 32 33 34 35 36 8 24/18 35-37 4-8-11-11 Ss Gray SILT(End of boring 37') Notes: Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split 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 2 Weber Engineering Associates,LLC BORING NO. BB-2 Geotechnical Engineers CDH Stack Addition Northampton,MA Holliston,Massachusetts DATE: 3/9/05 Groundwater Observations Ground Elevation: Depth Date Started:3/7/05 Date ft Casing Stabilization Time Date Finished: 3/7/05 Driller: Depth Sample Depth Pen/ Type Strata Visual Description Note No. Rec. Depth Blows/6 36 9 24/18 35-37 8-10-10-12 Ss Sandy Silt Gray SILT and fine SAND 37 38 38' 39 40 41 42 43 44 45 Clay and 46 10 24/24 45-47 4-4-6-7 Ss Silt Gray CLAY and SILT with fine SAND lenses 47 (occasional 48 sand 49 lenses) 50 51 52 53 54 55 _56'_ 56 11 24/18 55-57 5-10-33-34 Ss Sand Red fine to medium SAND some Silt 57 57' 58 Bottom of borings 59 60 61 62 63 64 65 66 67 68 69 70 71 72 Notes: Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split spoon Trace 0— 10% A=Auger Little 10—20% Type FJC ss U=Undisturbed Some 20—35% ID 4 1-3/8" Tv=Pocket Torvane And 35-50% Pp=Pocket Penetrometer Hammer 300 140 lbs. TEST BORING LOG Sheet l Weber Engineering Associates,LLC CDH Stack Addition BORING NO. BB-2 Geotechnical Engineers Northampton,MA Holliston,Massachusetts DATE:3/9/05 Groundwater Observations Ground Elevation: approx El.205 Depth Date Started:3/7/05 Date Casing Stabilization Time Date Finished:3/7/05 3/7/05 4 5' Driller: Seaboard Drilling Depth Sample Depth Pen/ Type Strata Visual Description Note No. Rec. Depth Blows/6 0 1 2 1 24/6 1-3 14-37-13-7 Ss Fill Tan rust to black fine to medium SAND little Silt 3 4 2 24/6 3-5 4-3-3-1 Ss Black to tan fine to medium SAND little Silt 5 6 3 24/2 5-7 5-4-6-8 Ss Gravel 7 8 8' 9 4 24/2 8-10 2-6-7-8 Ss Gravel to yellow CLAY and SILT 10 11 5 24/2 10-12 5-6-5-7 Ss Yellow CLAY and SILT(pp= 1.5 tsf) 12 Clay and 13 Silt 14 15 16 6 24/18 15-17 2-3-5-6 Ss Yellow CLAY and SILT(pp=0.75 tsf) 17 18 19 19' 20 21 7 24/18 20-22 11-20-18- Ss Gray SILT and fine SAND 22 13 23 24 25 Sandy Silt 26 8 24/18 25-27 5-4-5-6 Ss Gray SILT and fine SAND 27 28 29 30 31 32 33 34 35 Notes: Open hole after 15 feet Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split spoon Trace 0—10% A=Auger Little 10—20% Type FJC 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 1 Weber Engineering Associates,LLC BORING NO. BB-IA Geotechnical Engineers CDH Chiller Addition Northampton MA Holliston,Massachusetts , DATE: 3/9/05 Groundwater Observations Ground Elevation: approx El.206 Depth Date Started:3/7/05 Date Casing Stabilization Time Date Finished: 3/7/05 Driller: Seaboard Drilling Depth Sample ep Pen/ Type Strata Visual Description Note No. Rec. Depth Blows/6" 0 1 A Brown fine to medium SAND little Silt,brick fragment 2 3 Fill 4 1 24/12 3-5 15-9-9-7 Ss Brown fine to medium SAND little Silt trace Glass 5 6 2 24/3 5-7 7-7-10-13 Ss Brown fine to medium SAND little Silt trace Glass 7 8 9' 9 Silt and 10 fine Sand 11 3 24/18 10-12 2-2-4-6 Ss _101_ Gray SILT and fine to medium SAND trace root fiber 12 to yellow CLAY and SILT(pp=2.5 tsfl 13 Clay and 14 Silt 15 16 4 24/20 15-17 2-4-5-7 Ss Yellow CLAY and SILT 17 17' 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Notes: Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split 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 2 Weber Engineering Associates,LLC BORING NO. BB-1 Geotechnical Engineers CDH Chiller Addition Northampton MA Holliston,Massachusetts , DATE: 3/9/05 Groundwater Observations Ground Elevation: Depth Date Started: Date ft Casing Stabilization Time Date Finished: Driller: Depth Sample Depth Pen/ Type Strata Visual Description Note No. Rec. Depth Blows/6" 36 9 24/18 35-37 9-11-16-17 Ss Gray CLAY and SILT 37 38 39 40 41 10 24/24 40-42 6-9-8-8 Ss Gray CLAY and SILT 42 43 Clay and 44 Silt 45 (occasional 46 11 24/24 45-47 2-1/12"-4 Ss sand Gray CLAY and SILT with fine SAND lenses 47 lenses) 48 49 50 51 52 53 54 55 56 12 24/24 55-57 3-4-4-8 Ss Gray CLAY and SILT with fine SAND lenses 57 58 _58'_ 59 60 Clay and 61 Silt with 62 Sand 63 Layers 64 65 66 13 24/18 65-67 7-8-9-18 Ss Gray SILT with fine sand layers 67 67' 68 Bottom of borings 69 70 71 72 Notes:Moved boring 5 feet to define fill layer Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split spoon Trace 0— 10% A=Auger Little 10—20% Type FJC ss U=Undisturbed Some 20—35% ID 4 1-3/8" Tv=Pocket Torvane And 35-50% Pp=Pocket Penetrometer Hammer 300 140 lbs. TEST BORING LOG Sheet I Weber Engineering Associates,LLC BORING NO. BB-1 Geotechnical Engineers CDH Chiller Addition Holliston,Massachusetts Northampton,MA DATE: 3/9/05 Groundwater Observations Ground Elevation: approx El.206 Depth Date Started:3/7/05 Date Casing Stabilization Time Date Finished: 3/7/05 Driller: Seaboard Drilling Depth Sample Pen/ Type Strata Visual Description Note (ft) No. Rec. Depth Blows/6" 0 1 511 0-5" 10015" Ss Brown fine to medium SAND little Silt(frozen) 1 2 6/2 !.5-2 100/6" Ss Same(frozen) 2 3 4 Fill 5 6 3 24/1 5-7 3-4-5-5 Ss Gravel 7 8 9 9' 10 11 4 24/1 10-12 3-2-1-2 Ss Yellow CLAY and SILT 12 13 14 15 16 5 24/24 15-17 3-4-7-8 Ss Yellow CLAY and SILT(pp= 1 tsfl 17 18 19 20 21 6 24/24 20-22 2-2-4-4 Ss Clay and Gray CLAY and SILT 22 Silt 23 24 25 26 7 24/24 25-27 4-8-8-12 Ss Gray CLAY and SILT 27 28 29 30 31 8 24/18 30-32 9-11-10-10 Ss Gray CLAY and SILT 32 33 34 35 Notes: Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split spoon Trace 0— 10% A=Auger Little 10—20% Type ss U=Undisturbed Some 20—35% ID 1-3/8" Tv=Pocket Torvane And 35-50% Pp=Pocket Penetrometer Hammer 140 lbs. TEST BORING LOG Sheet 1 Weber Engineering Associates,LLC CDH Boiler Room BORING NO. BP-2,2A Geotechnical Engineers Addition Holliston,Massachusetts Northampton,MA DATE: 3/3/05 Groundwater Observations Ground Elevation: approx El.207 Depth Date Started:5/14/04 Date Casing Stabilization Time Date Finished: 5/14/04 5/14/04 5 Driller: Seaboard Drilling Depth Sample Depth Pen/ Type Strata Visual Description Note No. Rec. Depth Blows/6 0 Fill 1 1 24/16 0-2 11-13-17- Ss 1' Tan fine to coarse SAND trace Silt trace Gravel to fine 2 15 Sand to medium SAND trace Silt 3 (Fill) [Obstruction encountered at 4'.Moved borehole 12 feet 4 _4'_ and continued as BP-2A] 5 6 2 24/24 5-7 2-2-3-3 Ss Sandy Silt Wet tan SILT trace fine Sand 7 8 8' 9 10 11 3 24/24 10-12 3-3-5-5 Ss Yellow CLAY and SILT with 2"sand lenses 1/8"thick 12 13 14 15 Clay and 16 4 24/24 15-17 1-1-1-2 Ss Silt Gray CLAY and SILT 17 18 19 20 21 5 24/24 20-22 2-1-2-3 Ss Gray CLAY and SILT 22 23 24 25 26 6 24/24 25-27 2-2-3-4 Ss Gray CLAY and SILT 27 27' 28 — 29 30 31 32 33 34 35 Notes: Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split 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 2 Weber Engineering Associates,LLC CDH Boiler Room BORING NO. BP-1 Geotechnical Engineers Addition Holliston,Massachusetts Northampton,MA DATE: 3/3/05 Groundwater Observations Ground Elevation: Depth Date Started: Date ft Casing Stabilization Time Date Finished: Driller: Depth Sample Depth Pen/ Type Strata Visual Description Note No. Rec. Depth Blows/6 36 37 38 39 40 41 6 24/24 40-42 3-2-3-2 Ss Gray CLAY and SILT 42 43 Clay and 44 Silt 45 46 47 48 49 50 51 52 53 54 55 _56'_ 56 7 24/24 55-57 4-7-16-20 Ss Sand and Red fine SAND trace Silt with Clayey SILT layers 57 Silt 58 57' 59 60 61 62 63 64 65 66 67 68 69 70 71 72 Notes: Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split 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 1 Weber Engineering Associates,LLC CDH Boiler Room BORING NO. BP-1 Geotechnical Engineers Addition Holliston,Massachusetts Northampton,MA DATE:3/3/05 Groundwater Observations Ground Elevation: approx El.208 Depth Date Started:5/14/04 Date Casing Stabilization Time Date Finished: 5/14/04 Driller: Seaboard Drilling Depth Sample ep Pen/ Type Strata Visual Description Note No. Rec. Depth Blows/6 0 1 1 24/10 0-2 4-4-6-6 Ss Tan fine to coarse SAND trace Silt trace Gravel 2 3 Sand 4 (Possible 5 Fill) 6 2 24/8 5-7 1-1-1-1 Ss Tan fine to coarse SAND trace Silt trace Gravel 7 8 9 9' 10 11 3 24/4 10-12 2-3-2-2 Ss Gray CLAY and SILT 12 13 14 15 16 17 18 19 Clay and 20 Silt 21 4 24/12 20-22 3-2-2-3 Ss Gray CLAY and SILT 22 23 24 25 26 27 28 29 30 31 5 24/18 30-32 4-3-5-4 Ss Gray CLAY and SILT 32 33 34 35 Notes: Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split 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 1 Weber Engineering Associates,LLC CDH Wood Chip Bldg. BORING NO. BW-2 Geotechnical Engineers Northampton,MA Holliston,Massachusetts DATE:3/9/05 Groundwater Observations Ground Elevation: approx El.206 Depth Date Started:3/8/05 Date Casing Stabilization Time Date Finished: 3/8/05 3/8/05 5 5 Driller: Seaboard Drilling Depth Sample Pen/ Type Strata Visual Description Note (ft) No. Rec. Depth Blows/6" 0 1 Fill 2 3 4 1 24/2 3-5 34-100/2" Ss Brick and concrete 5 5' 6 2 24/8 5-7 3-3-4-6 Ss Black to brown fine to medium SAND little Silt 7 8 9 10 11 3 24/16 10-12 2-4-4-4 Ss Gray CLAY and SILT occasional fine sand lenses 12 13 Clay and 14 Silt 15 16 4 24/16 15-17 4-5-4-6 Ss Gray CLAY and SILT occasional fine sand lenses 17 18 19 20 21 5 24/14 20-22 4-6-6-8 Ss Gray CLAY and SILT 22 23 24 25 26 6 24/20 25-27 4-5-6-7 Ss Gray CLAY and SILT occasional fine sand lenses 27 27' 28 — — 29 30 31 32 33 34 35 36 Notes: Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split spoon Trace 0— 10% A=Auger Little 10—20% Type HSA ss U=Undisturbed Some 20—35% Tv=Pocket Torvane And 35-50% ID 4 1-3/8" Pp=Pocket Penetrometer TEST BORING LOG Sheet 1 Weber Engineering Associates,LLC CDH Wood Chip Bldg BORING NO. BW-1 Geotechnical Engineers Northampton,ILIA • Holliston,Massachusetts DATE:3/9/05 Groundwater Observations Ground Elevation: approx El.212 De th Date Started:3/8/05 Date P Casing Stabilization Time Date Finished:3/8/05 Driller: Seaboard Drilling Depth Sample Depth Pen/ Type Strata Visual Description Note No. Rec. Depth Blows/6" 0 1 2 Sand 3 4 1 24/17 3-5 8-21-16-16 Ss Tan fine to medium SAND trace Silt with tan fine 5 SAND little Silt layers 6 2 24/18 5-7 10-16-19- Ss Tan fine to medium SAND trace Silt with tan fine 7 17 SAND little Silt layers 8 9 10 11 3 24/12 10-12 10-13-16- Ss —III— Gray SILT and fine SAND 12 18 13 Sandy Silt 14 15 16 4 24/18 15-17 2-4-4-5 Ss _16'_ Red fine to medium SAND(layer)to Gray CLAY and 17 SILT 18 19 20 21 5 24/18 20-22 1-2-2-2 Ss Gray CLAY and SILT 22 Clay and 23 Silt 24 (occasional 25 Silt layers) 26 6 24/18 25-27 16-14-16- Ss Yellow SILT to CLAY and SILT 27 14 28 29 30 31 7 24/18 30-32 1-2-1-2 Ss Gray CLAY and SILT 32 33 34 35 36 8 24/18 35-37 4-8-11-11 Ss Gray SILT(End of boring 37') Notes: Sample Type/Field Test Proportioned Used Casing Sampler Core ss=split 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. r a� t LOAM AND EEG +tcrtTr• GENERATOR PAD ,j•� -'" rBi'u'.Z�Iti6°34'p414EMEN' s I .Eh6H4U4T STACK r � @ ' 36 J —'--PIS©VIDE PItf�HAt PE` EW AS WOO / S , wTO SUMOAT KRING t l W-2 BW BW-1 and BW-2 located at proposed wood chip building Notes: 1. Drilling conducted by Seaboard Drilling in March 2005. 2. Locations of explorations based on tape measurement and are approximate. 3. Exploration plan adapted from plan provided by TRO. Weber Engineering Associates, LLC Scale:NTS Exploration Location Plan Geotechnical Engineers March 2005 Cooley Dickinson Hospital Holliston, Massachusetts Northampton, Massachusetts Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 37 of 37 8 D+L+<W2 0.46 1.68 - 4.39 1.84 1.80 9 D+S+WI> -0.92 1.70 3.42 4.70 -1.38 1.59 10 D+S+<W 1 1.38 1.59 -3.42 4.70 0.92 1.70 - 11 D+S+W2> -1.84 2.40 - 6.18 -0.46 2.29 - 12 D+S+<W2 0.46 2.29 - 6.18 1.84 2.40 - 13 D+CG+L+W1> -0.46 3.75 1.71 10.76 -0.69 3.69 - 14 D+CG+L+<W 1 0.69 3.69 -1.71 10.76 0.46 3.75 - 15 D+CG+L+W2> -0.92 4.10 - 11.50 -0.23 4.04 - 16 D+CG+L+<W2 0.23 4.04 - 11.50 0.92 4.10 - 17 D+CG+S+W I> -0.46 4.96 1.71 14.34 -0.69 4.91 - 18 D+CG+S+<W 1 0.69 4.91 -1.71 14.34 0.46 4.96 - 19 D+CG+S+W2> -0.92 5.32 - 15.08 -0.23 5.26 - 20 D+CG+S+<W2 0.23 5.26 - 15.08 0.92 5.32 - 21 D+W1> -0.92 -0.64 3.42 -2.10 -1.38 -0.75 - - 22 D+<W 1 1.38 -0.75 -3.42 -2.10 0.92 -0.64 - - 23 D+W2> -1.84 0.07 - -0.62 -0.46 -0.05 - - 24 D+<W2 0.46 -0.05 - -0.62 1.84 0.07 - - 25 D+CG+E>+EG- -0.14 0.78 0.29 2.10 -0.14 0.78 - - 26 D+CG+<E+EG- 0.14 0.78 -0.29 2.10 0.14 0.78 - - 27 D+CG+S+E>+EG+ -0.14 3.85 029 11.08 -0.14 3.85 - - 28 D+CG+S+<E+EG+ 0.14 3.85 -0.29 11.08 0.14 3.85 - - 29 D+L+WP+WB 1> 1.84 2.79 - 3.07 -1.84 2.77 - - 30 D+S+WP+WB1> 1.84 3.40 4.86 -1.84 3.37 - - 31 D+CG+L+WP+WB1> 0.92 4.60 10.84 -0.92 4.59 - - 32 D+CG+S+WP+WBI> 0.92 5.81 - 14.42 -0.92 5.80 - - 33 D+WP+WB1> 1.84 1.06 -1.93 -1.84 1.04 - - 34 D+L+WP+<WB1 1.85 -0.81 3.11 -1.86 1.86 -2.03 - - 35 D+S+WP+<WB1 1.85 -0.20 4.90 -1.86 1.86 -1.43 - - 36 D+CG+L+WP+<WB 1 0.93 2.80 10.86 -0.93 0.93 2.19 - - 37 D+CG+S+WP+<WB1 0.93 4.01 14.44 -0.93 0.93 3.40 - - 38 D+WP+<WB1 1.85 -2.54 -1.89 -1.86 1.86 -3.76 - - 39 D+CG+E>+EG-+EB> -0.04 2.16 0.09 2.08 -0.04 - 2.14 - - 40 D+CG+<E+EG-+EB> 0.04 116 -0.09 2.08 0.04 2.14 - - 41 D+CG+S+E>+EG++EB> -0.04 5.23 - 0.09 11.05 -0.04 5.22 - - 42 D+CG+S+<E+EG++EB> 0.04 5.23 -0.09 11.05 0.04 5.22 - - 43 D+CG+E>+EG-+<EB -0.03 -0.05 0.09 2.10 -0.06 0.99 470 - - 44 D+CG+<E+EG-+<EB 0.05 -0.05 -0.09 2.10 0.03 0.99 -0.70 - - 45 D+CG+S+E>+EG++<EB -0.03 3.02 0.09 11.08 -0.06 0.99 2.37 - - 46 1 D+CG+S+<E+EG++<EB 0.05 1 3.02 -0.09 11.08 1 0.03 0.99 2.37 Maximum Reacti ons Summa -Framin X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 7-E 1.84 7 1.85 34 - - - - 2.54 38 5.81 32 25/0/0 7-C - - - 3.42 6 3.42 5 2.10 21 15.93 2 50/0/0 7-A 1.86 34 1.84 8 1.86 34 3.76 38 5.81 3 - Bracing X-Loc Grid Description 0/0/0 E-7 Diagonal bracing at base is located away from column.Reactions are NOT included with frame reactions.See wall elevation for reactions. 501010 A-7 Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. VPC File:WI0600080-010EI.vpc VPC Version :5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 36 of 37 Wall: 4,Frame at: 67/0/0 Frame ID:Post&Beam Frame Type:Post&Beam Q vY vY VY Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:7 Type Exterior Column Interior Column Exterior Column X-Loc 0/0/0 25/0/0 501010 Grid] -Grid2 7-E 7-C 7-A Base Plate W x L(in.) 8 x 10 8 x 13 8 x 10 Base Plate Thickness(in.) 0.375 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 2-0.750 4-0.750 2-0.750 Column Base Elev. 88'-0" 88'-0" 88'-0" Load Tye Desc. Hx Vy Hx Hz Vy Hx Hz I Vy D Frm 0.64 1.59 0.64 CG Frm 0.61 1.79 0.61 L Frm 3.04 8.96 3.04 S Frm 4.25 12.54 4.25 US1* Frm 1.81 9.41 4.56 *US1 Frm - 4.56 9.41 1.81 W1> Frm -0.92 -1.06 3.42 -3.17 -1.38 -1.18 <WI Frm 1.38 -1.18 -3.42 -3.17 0.92 -1.06 W2> Frm -1.84 -0.36 - -1.69 -0.46 -0.48 - <W2 Frm 0.46 -0.48 - -1.69 1.84 -0.36 E> Frm -0.17 - 0.36 - -0.17 - EG- Frm - -0.07 - -0.21 - -0.07 <E Frm 0.17 - -0.36 - 0.17 - EG+ Frn - 0.07 - 0.21 - 0.07 WP Frm 1.84 -1.40 -2.96 -1.84 -1.40 WB1> Brc - 2.04 -0.04 - 2.01 <WB1 Brc 0.02 -1.56 - -0.03 1.86 -2.79 EB> Brc - 1.73 -0.03 - - 1.70 <EB Brc 1 0.01 -1.04 - -0.02 124 -1.85 Frame Reactions-Load Cases at Frame Cross Section:7 X-Loc 0/0/0 25/0/0 501010 Grid -Grid2 7-E 7-C 7-A Ld Description Hx Vy Hx Hz Vy Hx Hz Vy Cs (application factor not shown) (k) (k) (k) (k) (k) (k) (k) (k) 1 D+CG+L 4.28 12.34 4.28 2 D+CG+S 5.50 15.93 5.50 3 D+CG+US1* 3.06 12.79 5.81 - 4 D+CG+*US1 - 5.81 12.79 3.06 5 D+L+W1> -0.92 1.09 3.42 2.91 -1.38 0.98 6 D+L+<WI 1.38 0.98 -3.42 2.91 0.92 1.09 7 D+L+W2> -1.84 1.80 - 4.39 -0.46 1.68 VPC File:WI0600080-010El.vpc VPC Version:5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 35 of 37 Wall:4,Frame at: 67/0/0 Design Load Combinations-Framin No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.000 1.0 D+1.0 CG+1.0 US]* D+CG+US 1* 4 System 1.000 1.0 D+1.0 CG+1.0*US 1 D+CG+*US 1 5 System 1.333 1.0D+0.500L+1.0W1> D+L+WI> 6 System 1.333 1.0 D+0.500 L+1.0<W 1 D+L+<W l 7 System 1.333 1.0 D+0.500 L+1.0 W2> D+L+W2> 8 System 1.333 1.0 D+0.500 L+1.0<W2 D+L+<W2 9 System 1.333 1.0D+0.500S+1.0W1> D+S+W1> 10 System 1.333 1.0 D+0.500 S+1.0<W 1 D+S+<W 1 1 I System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 12 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 13 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W I> D+CG+L+W 1> 14 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W 1 D+CG+L+<W 1 15 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W2> D+CG+L+W2> 16 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W2 D+CG+L+<W2 17 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W 1> D+CG+S+WI> 18 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W 1 D+CG+S+<W I 19 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W2> D+CG+S+W2> 20 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W2 21 System 1.333 0.670 D+1.0 W 1> D+W 1> 22 System 1.333 0.670 D+1.0<W 1 D+<W 1 23 System 1.333 0.670 D+1.0 W2> D+W2> 24 System 1.333 0.670 D+1.0<W2 D+<W2 25 System 1.333 0.670 D+0.670 CG+0.800 E>+0.800 EG- D+CG+E>+EG- 26 System 1.333 0.670 D+0.670 CG+0.800<E+0.800 EG- D+CG+<E+EG- 27 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+0.800 EG+ D+CG+S+E>+EG+ 28 System 1.333 1.0 D+1.0 CG+0.600 S+0.800<E+0.800 EG+ D+CG+S+<E+EG+ 29 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0 WB 1> D+L+WP+WB 1> 30 System Derived 1.333 1.0 D+0.500 S+1.0 WP+1.0 WB1> D+S+WP+WB 1> 31 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500 WB 1> D+CO+L+WP+WB I> 32 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP+0.500 WB 1> D+CG+S+WP+WB 1> 33 System Derived 1.333 0.670 D+1.0 WP+1.0 WBl> D+WP+WB1> 34 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0<WB 1 D+L+WP+<WB I 35 System Derived 1.333 1.0 D+0.500 S+1.0 WP+1.0<WB 1 D+S+WP+<WB 1 36 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500<WB 1 D+CG+L+WP+<WB I 37 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP+0.500<WB 1 D+CG+S+WP+<WB I 38 System Derived 1.333 0.670 D+1.0 WP+1.0<WB 1 D+WP+<WB1 39 System Derived 1.333 0.670 D+0.670 CG+0.240 E>+0.800 EG-+0.800 EB> D+CG+E>+EG-+EB> 40 System Derived 1.333 0.670 D+0.670 CG+0.240<E+0.800 EG-+0.800 EB> D+CG+<E+EG-+EB> 41 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240 E>+0.800 EG++0.800 EB> D+CG+S+E>+EG++EB> 42 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240<E+0.800 EG++0.800 EB> D+CG+S+<E+EG++EB> 43 System Derived 1.333 0.670 D+0.670 CG+0.240 E>+0.800 EG-+0.800<EB D+CG+E>+EG-+<EB 44 System Derived 1.333 0.670 D+0.670 CG+0.240<E+0.800 EG-+0.800<EB D+CG+<E+EG-+<EB 45 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240 E>+0.800 EG++0.800<EB D+CG-S+E>+EG++<EB 46 1 System Derived 1.333 11.0 D+1.0 CG+0.600 S+0.240<E+0.800 EG++0.800<EB D+CG+S+<E+EG++<EB VPC File:WI0600080-010El.vpc VPC Version :5.3c Date: 3/24/2006 Co- Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 34 of 37 10 D+S+<W2 4.91 13.13 3.91 6.72 - 11 D+CG+L+Wl> 1.04 15.18 -5.45 18.39 12 D+CG+L+<W1 5.45 18.39 -1.04 15.18 - 13 D+CG+L+W2> 0.47 16.53 4.88 19.74 14 D+CG+L+<W2 4.88 19.74 -0.47 16.53 15 D+CG+S+W1> 2.10 20.81 -6.51 24.01 16 D+CG+S+<W1 6.51 24.01 -2.10 20.81 - 17 D+CG+S+W2> 1.53 22.16 -5.94 25.37 18 D+CG+S+<W2 5.94 25.37 -1.53 22.16 19 D+W 1> -4.73 -6.64 -4.10 - -0.23 20 D+<W 1 4.10 -0.23 4.73 -6.64 21 D+W2> -5.88 -3.93 -2.95 2.48 22 D+<W2 2.95 2.48 5.88 -3.93 23 D+CG+E>+EG- -0.60 2.02 -1.66 4.50 24 D+CG+<E+EG- 1.66 4.50 0.59 2.02 25 D+CG+S+E>+EG+ 2.01 16.09 -4.27 18.57 26 D+CG+S+<E+EG+ 4.28 18.57 -2.02 16.09 27 D+L+WP+WB1> 4.00 -1.34 2.05 4.00 -1.33 2.07 - 28 D+S+WP+WBI> 4.53 -1.34 4.87 -4.53 -1.33 4.88 - 29 D+CG+L+WP+WB 1> 4.69 -0.67 15.61 -4.69 -0.66 15.62 - 30 D+CG+S+WP+WB1> 5.75 -0.67 21.23 -5.75 -0.66 21.24 - 31 D+WP+WB 1> 2.56 -1.34 -5.78 -2.56 -1.33 -5.77 - 32 D+L+WP+<WB I 3.93 - 7.32 -3.93 - 6.85 - 33 D+S+WP+<WB 1 4.46 10.13 4.46 9.67 - 34 D+CG+L+WP+<WB 1 4.65 18.24 4.65 18.01 - 35 D+CG+S+WP+<WB 1 5.71 23.87 -5.71 23.63 - 36 D+WP+<WB I 2.49 -0.52 -2.49 -0.98 - 37 D+CG+E>+EG-+EB> 0.22 -0.91 1.53 -0.89 -0.90 2.28 - 38 D+CG+<E+EG-+EB> 0.89 -0.91 2.27 -0.22 -0.90 1.54 - 39 D+CG+S+E>+EG++EB> 2.83 -0.91 15.59 -3.50 -0.90 16.35 - 40 D+CG+S+<E+EG++EB> 3.51 -0.91 16.34 -2.83 -0.90 15.61 - - 41 D+CG+E>+EG-+<EB 0.18 - 4.62 -0.85 - 5.12 - - 42 D+CG+<E+EG-+<EB 0.85 5.36 -0.18 - 4.37 - - 43 D+CG+S+E>+EG++<EB 2.79 18.69 -3.46 - 19.18 - - 44 D+CG+S+<E+EG++<EB 1 3.46 19.43 1 -2.79 1 - 18.44 - - Maximum Reactions Summa -Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 6-E 5.88 21 6.51 16 1 1.34 27 6.64 19 25.37 18 501010 6-A 6.51 15 5.88 22 1 1.33 27 6.64 20 25.37 17 Bracing X-Loc Grid Description 0/0/0 E-6 Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. 50/0/0 A-6 Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. VPC File:WI0600080-01OEI.vpc VPC Version :5.3c Date: 3/24/2006 9-M- Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 33 of 37 Wall:4,Frame at: 45/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame VY VY Hx Hx Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:6 Type Exterior Column Exterior Column X-Loc 0/0/0 50/0/0 Grid -Grid2 6-E 6-A Base Plate W x L(in.) 8 x 13 8 x 13 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev. 88'-0" 88'-0" Load Type Desc. Hx Hz Vy Hx I Hz Vy D Frm 0.34 2.45 -0.34 2.45 CG Frm 0.53 2.81 -0.53 2.81 L Frm 2.65 14.06 -165 14.06 S Frm 3.71 19.69 -3.71 19.69 W 1> Frm -4.96 -8.28 -3.87 -1.87 <WI Frm 3.87 -1.87 4.96 -8.28 W2> Frm -6.11 -5.57 -2.72 0.84 <W2 Frm 2.72 0.84 6.11 -5.57 E> Frm -1.41 -1.55 -1.40 1.55 EG- Frm -0.06 -0.32 0.06 -0.32 <E Frm 1.41 1.55 1.40 -1.55 EG+ Frm 0.06 0.32 -0.06 0.32 WP Frm 2.30 -5.41 -2.30 -5.41 WB1> Brc 0.03 -1.34 -2.01 -0.03 -1.33 -2.00 <WB1 Brc -0.04 - 3.25 0.04 - 2.79 EB> Brc 0.03 -1.14 -1.71 -0.03 -1.12 -1.69 <EB Brc -0.02 - 2.16 0.02 - 1.85 Frame Reactions-Load Cases at Frame Cross Section:6 X-Loc 0/0/0 501010 Gridl -Grid2 6-E 6-A Ld Description Hx Hz Vy Hx Hz Vy Cs (application factor not shown) (k) (k) (k) (k) (k) (k) 1 D+CG+L 3.52 19.32 -3.52 19.32 2 D+CG+S 4.58 24.95 -4.58 24.95 3 D+L+W 1> -3.29 1.20 -5.53 7.61 4 D+L+<W1 5.53 7.61 3.29 1.20 5 D+L+W2> -4.44 3.90 -4.38 10.32 6 D+L+<W2 4.38 10.32 4.44 3.90 7 D+S+W 1> -2.76 4.01 -6.06 10.42 8 D+S+<W1 6.06 10.42 2.76 4.01 9 D+S+W2> -3.91 6.72 -4.91 13.13 VPC File:WI0600080-010El.vpc VPC Version:5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 32 of 37 Wall: 4,Frame at: 45/0/0 Design Load Combinations-Framin No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.333 1.0D+0.500L+1.0W1> D+L+W1> 4 System 1.333 1.0 D+0.500 L+1.0<W] D+L+<W 1 5 System 1.333 1.0 D+0.500 L+1.0 W2> D+L+W2> 6 System 1.333 1.0 D+0.500 L+1.0<W2 D+L+<W2 7 System 1.333 1.0 D+0.500 S+1.0 W 1> D+S+W 1> 8 System 1.333 1.0 D+0.500 S+1.0<W 1 D+S+<W I 9 System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 10 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 11 System 1.333 1.0D+I.0CG+I.0L+0.500WI> D+CG+L+W1> 12 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W I D+CG+L+<W 1 13 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W2> D+CG+L+W2> 14 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W2 D+CG+L+<W2 15 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W 1> D+CG+S+W I> 16 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W I D+CG+S+<W 1 17 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W2> D+CG+S+W2> 18 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W2 19 System 1.333 0.670 D+1.0 W 1> D+W 1> 20 System 1.333 0.670 D+1.0<W I D+<W I 21 System 1.333 0.670 D+1.0 W2> D+W2> 22 System 1.333 0.670 D+1.0<W2 D+<W2 23 System 1.333 0.670 D+0.670 CG+0.800 E>+0.800 EG- D+CG+E>+EG- 24 System 1.333 0.670 D+0.670 CG+0.800<E+0.800 EG- D+CG+<E+EG- 25 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+0.800 EG+ D+CG+S+E>+EG+ 26 System 1.333 1.0 D+1.0 CG+0.600 S+0.800<E+0.800 EG+ D+CG+S+<E+EG+ 27 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0 WB I> D+L+WP+WB I> 28 System Derived 1.333 1.0 D+0.500 S+1.0 WP+1.0 WB I> D+S+WP+WB I> 29 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500 WB 1> D+CG+L+WP+WB 1> 30 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP+0.500 WB]> D+CG+S+WP+WB I> 31 System Derived 1.333 0.670 D+1.0 WP+1.0 WB I> D+WP+WB I> 32 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0<WB 1 D+L+WP+<WB I 33 System Derived 1.333 1.0 D+0.500 S+1.0 WP+1.0<WB I D+S+WP+<WB I 34 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500<WB I D+CG+L+WP+<WB 1 35 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP+0.500<WB 1 D+CG+S+WP+<WB I 36 System Derived 1.333 0.670 D+1.0 WP+1.0<WB 1 D+WP+<WB I 37 System Derived 1.333 0.670 D+0.670 CG+0.240 E>+0.800 EG-+0.800 EB> D+CG+E>+EG-+EB> 38 System Derived 1.333 0.670 D+0.670 CG+0.240<E+0.800 EG-+0.800 EB> D+CG+<E+EG-+EB> 39 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240 E>+0.800 EG++0.800 EB> D+CG+S+E>+EG++EB> 40 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240<E+0.800 EG++0.800 EB> D+CG+S+<E+EG++EB> 41 System Derived 1.333 0.670 D+0.670 CG+0.240 E>+0.800 EG-+0.800<EB D+CG+E>+EG-+<EB 42 System Derived 1.333 0.670 D+0.670 CG+0.240<E+0.800 EG-+0.800<EB D+CG+<E+EG-+<EB 43 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240 E>+0.800 EG++0.800<EB D+CG+S+E>+EG++<EB 44 System Derived 1 1.333 1.0 D+1.0 CG+0.600 S+0.240<E+0.800 EG++0.800<EB D+CG+S+<E+EG++<EB VPC File:WI0600080-010El.vpc VPC Version :5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 31 of 37 14 D+CG+L+<W1 5.45 18.39 -1.04 15.18 - 15 D+CG+L+W2> 0.47 16.53 -4.88 19.74 16 D+CG+L+<W2 4.88 19.74 -0.47 16.53 17 D+CG+L+WP 4.67 16.62 4.67 16.62 18 D+CG+S+W1> 2.10 20.81 -6.51 24.01 19 D+CG+S+<W1 6.51 24.01 -2.10 20.81 20 D+CG+S+W2> 1.53 22.16 -5.94 25.37 21 D+CG+S+<W2 5.94 25.37 -1.53 22.16 22 D+CG+S+WP 5.73 22.24 -5.73 22.24 23 D+W 1> -4.73 -6.64 -4.10 -0.23 24 D+<W 1 4.10 -023 4.73 -6.64 25 D+W2> -5.88 -3.93 -2.95 2.48 26 D+<W2 2.95 2.48 5.88 -3.93 27 D+WP 2.53 -3.77 -2.53 -3.77 28 D+CG+E>+EG- -0.77 2.00 -1.68 4.53 - 29 D+CG+<E+EG- 1.84 4.53 0.61 2.00 30 D+CG+S+E>+EG+ 1.84 16.06 -4.29 18.60 31 D+CG+S+<E+EG+ 4.45 1 18.60 -100 16.06 Maximum Reactions Summary-Framin X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 5-E 5.88 25 6.51 1 19 - 6.64 23 25.37 21 501010 5-A 6.51 18 5.88 26 6.64 24 25.37 20 VPC File:WI0600080-0IOE1.vpc VPC Version:5.3c Date: 3/24/2006 I& Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 30 of 37 Wall: 4,Frame at:22/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Vy Vy HI x 5 ,_ � Hx Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:5 Type Exterior Column Exterior Column X-Loc 0/0/0 501010 Grid 1 -Grid2 5-E 5-A Base Plate W x L(in.) 8x13 8x13 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev. 88'-0" 88'-0" Load Tye Desc. Hx Vy Hx Vy D Frm 0.34 2.45 -0.34 2.45 CG Frm 0.53 2.81 -0.53 2.81 - L Frm 2.65 14.06 -2.65 14.06 - S Frm 3.71 19.69 -3.71 19.69 - W1> Frm -4.96 -8.28 -3.87 -1.87 - <W1 Frm 3.87 -1.87 4.96 -8.28 - W2> Frm -6.11 -5.57 -2.72 0.84 - <W2 Frm 2.72 0.84 6.11 -5.57 - WP Frm 2.30 -5.41 -2.30 -5.41 - E> Frm -1.63 -1.58 -1.43 1.58 - EG- Frm -0.06 -0.32 0.06 -0.32 - <E Frm 1.63 1.58 1.43 -1.58 - - EG+ Frm 0.06 0.32 1 -0.06 1 0.32 Frame Reactions-Load Cases at Frame Cross Section:5 X-Loc 0/0/0 50/0/0 Gridl -Grid2 5-E 5-A Ld Description Hx Vy Hx V Cs (ap lication factor not shown) (k) (k) (k) (k) 1 D+CG+L 3.52 19.32 -3.52 19.32 2 D+CG+S 4.58 24.95 -4.58 24.95 3 D+L+WI> -3.29 1.20 -5.53 7.61 - 4 D+L+<W1 5.53 7.61 3.29 1.20 - 5 D+L+W2> -4.44 3.90 -4.38 10.32 - 6 D+L+<W2 4.38 10.32 4.44 3.90 - 7 D+L+WP 3.97 4.07 -3.97 4.07 - 8 D+S+W 1> -2.76 4.01 -6.06 10.42 - 9 D+S+<WI 6.06 10.42 2.76 4.01 - 10 D+S+W2> -3.91 6.72 -4.91 13.13 - 11 D+S+<W2 4.91 13.13 3.91 6.72 - 12 D+S+WP 4.50 6.88 -4.50 6.88 - 13 D+CG+L+W1> 1.04 15.18 -5.45 18.39 - - VPC File:WI0600080-0IOEI.vpc VPC Version :5.3c Date: 3/24/2006 190 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 29 of 37 Wall:4,Frame at: 22/0/0 Design Load Combinations-Framing No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.333 1.0D+0.500L+1.0W1> D+L+W1> 4 System 1.333 1.0 D+0.500 L+1.0<WI D+L+<Wl 5 System 1.333 1.0 D+0.500 L+1.0 W2> D+L+W2> 6 System 1.333 1.0 D+0.500 L+1.0<W2 D+L+<W2 7 System 1.333 1.0 D+0.500 L+1.0 WP D+L+WP 8 System 1.333 1.0D+0.5005+1.0WI> D+S+Wl> 9 System 1.333 1.0 D+0.500 S+1.0<W 1 D+S+<W 1 10 System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 11 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 12 System 1.333 1.0 D+0.500 S+1.0 WP D+S+WP 13 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W 1> D+CG+L+W 1> 14 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W I D+CG+L+<W 1 15 System 1333 1.0 D+1.0 CG+1.0 L+0.500 W2> D+CG+L+W2> 16 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W2 D+CG+L+<W2 17 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP D+CG+L+WP 18 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W I> D+CG+S+W l> 19 System 1.333 1.0D+I.0CG+1.0S+0.500<WI D+CG+S+<WI 20 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W2> D+CG+S+W2> 21 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W2 22 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP D+CG+S+WP 23 System 1.333 0.670D+1.0W1> D+W1> 24 System 1.333 0.670 D+1.0<W I D+<W 1 25 System 1.333 0.670 D+1.0 W2> D+W2> 26 System 1.333 0.670 D+1.0<W2 D+<W2 27 System 1.333 0.670 D+1.0 WP D+WP 28 System 1.333 0.670 D+0.670 CG+0.800 E>+0.800 EG- D+CG+E>+EG- 29 System 1.333 0.670 D+0.670 CG+0.800<E+0.800 EG- D+CG+<E+EG- 30 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+0.800 EG+ D+CG+S+E>+EG+ 31 System 1.333 11.0 D+I.0CG+0.600S+0.800<E+0.800EG+ ID+CG+S+<E+EG+ VPC File:WI0600080-010E1.Vpc VPC Version :5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 28 of 37 Wall: 4(Grid:E) F-I F-I e 'o Vy VY VY 11 Hx Hx 12BRA1094 Hx Bracing Reaction from Wall:4 X-Loc 61/0/0 Gridl -Grid2 E- Ld Load Combinations Hx V Cs (k) (k) 1 I.OWI> 0.00 0.00 2 1.0<W 1 -1.86 1.68 3 0.800E> 0.00 0.00 4 0.800<E -0.99 0.89 Bracing BRA Summa X-Loc Mark No I Anchor Bolt Q /Diam. (in.) 61/0/0 12BRA1094 1 4-0.750 Note:Reactions shown in the Bracing Reactions table are not included in the Frame Reactions table.Bracing reactions are produced from loads applied parallel to the ridge and Frame reactions from loads applied perpendicular to the ridge of the building. Combine per Code as needed. VPC File:WI0600080-01OEl.vpc VPC Version:5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 27 of 37 } Z } 4 B } I aR_n^ L 1 VPC File:WI0600080-0IOEI.vpc VPC Version :5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 26 of 37 Shape: Plant Loads and Codes-Shape:Plant City: Northampton County: Hampshire State: Massachusetts Country: United States Building Code:6th Edition Massachusetts Building Code Built Up: 89AISC Rainfall:5.00 inches per hour Building Use:Essential Facilities(Hospital,Fire,Police...) Cold Form: OIAISI Allow.Overstress: Frm: 1.03,Sec: 1.03,Brc: 1.03 Dead and Collateral Loads Live Load Collateral Gravity:5.00 psf Roof Covering+Second.Dead Load:Varies Live Load:25.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight(assumed for seismic):2.50 psf Wind Load Snow Load Seismic Load Wind Speed:N/A Ground Snow Load: 35.00 psf Seismic Hazard/Use Group:Group 1 Wind Enclosure:Enclosed Roof Snow Load: 35.00 psf Seismic Importance: 1.000 Wind Importance Factor: 1.000 Design Snow(Sloped):35.00 psf Seismic Performance/Design Category:C Base Elevation:0/0/0 Snow Importance: 1.000 Framing Seismic Period:0.7710 Primary Zone Strip Width:N/A Ground/Roof Conversion: 1.00 Bracing Seismic Period:0.4406 Parts/Portions Zone Strip Width: 5/0/0 %Snow Used in Seismic:50.00 Framing R-Factor:4.5000 Basic Wind Pressure: 12.00 psf Seismic Snow Load: 17.50 psf Bracing R-Factor:5.0000 Soil Profile Type:Stiff soil(D,4) Aa:0.1200,Av:0.1200 Frame Seismic Factor(Cs):0.0667 Brace Seismic Factor(Cs):0.0600 Per Article 2.9 in the Builder Agreement,VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Overall Shape Description Roof 1 I Roof 2 From Grid To Grid Width Length Eave Ht. Eave Ht.2 Pitch I Pitch 2 1 Dist.to Ride Peak Height A B I-A 1-E 50/0/0 68/0/0 33/0/0 33/0/0 1.500:12 1 1.500:12 25/0/0 36/1/8 VPC File:WI0600080-01OEI.vpc VPC Version :5.3c Date: 3/24/2006 go Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 25 of 37 12 D+S+W2> -3.07 2.93 10.48 -2.35 5.64 13 D+S+<W2 2.35 5.64 10.48 3.07 2.93 14 D+S+WP 1.99 1.97 8.93 -1.99 1.97 15 D+CG+L+W1> -0.69 6.14 0.95 19.34 -2.02 7.50 16 D+CG+L+<W 1 2.02 7.50 -0.95 19.34 0.69 6.14 17 D+CG+L+W2> -1.09 6.89 - 20.57 -1.62 8.25 18 D+CG+L+<W2 1.62 8.25 20.57 1.09 6.89 19 D+CG+L+WP 1.44 6.42 19.80 -1.44 6.42 20 D+CG+S+W 1> -0.50 8.49 0.95 26.05 -2.21 9.85 - 21 D+CG+S+<W 1 2.21 9.85 -0.95 26.05 0.50 8.49 22 D+CG+S+W2> 490 9.25 - 27.29 -1.81 10.60 - 23 D+CG+S+<W2 1.81 10.60 27.29 0.90 9.25 24 D+CG+S+WP 1.63 8.77 26.51 -1.63 8.77 - 25 D+W l> -2.63 -2.98 1.89 4.44 -2.79 -0.27 26 D+<W 1 2.79 -0.27 -1.89 -4.44 2.63 -2.98 27 D+W2> -3.43 -1.47 - -1.97 -1.99 1.23 28 D+<W2 1.99 1.23 -1.97 3.43 -1.47 29 D+WP 1.64 -2.43 -3.52 -1.64 -2.43 30 D+CG+E>+EG- -0.89 0.45 0.26 3.37 -1.08 2.07 - 31 D+CG+<E+EG- 1.08 2.07 -0.26 3.37 0.89 0.45 32 D+CG+S+E>+EG+ -0.42 6.28 0.26 19.89 -1.56 7.90 33 D+CG+S+<E+EG+ 1.56 7.90 -0.26 19.89 0.42 6.28 Maximum Reactions Summa -Framiu X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 4-E 3.43 27 3.15 11 - - - - 2.98 25 10.84 4 25/0/0 4-C - - - - 1.89 6 1.89 5 4.44 26 28.99 2 501010 4-A 3.15 10 3.43 28 - - 2.98 26 10.84 3 - VPC File:WI0600080-010El.vpc VPC Version:5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 23 of 37 Wall: 4,Frame at: 67/0/0 Design Load Combinations-Framing No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.000 1-0D+1.0CG+1.0US1* D+CG+US1* 4 System 1.000 1.0 D+1.0 CG+1.0*US 1 D+CG+*US 1 5 System 1.333 1.0D+0.500L+1.0W1> D+L+W1> 6 System 1.333 1.0 D+0.500 L+1.0<W 1 D+L+<W 1 7 System 1.333 1.0 D+0.500 L+1.0 W2> D+L+W2> 8 System 1.333 1.0 D+0.500 L+1.0<W2 D+L+<W2 9 System 1.333 1.0 D+0.500 L+1.0 WP D+L+WP 10 System 1.333 1.0D+0.5005+1.0W1> D+S+Wl> 11 System 1.333 1.0 D+0.500 S+1.0<W] D+S+<W 1 12 System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 13 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 14 System 1.333 1.0 D+0.500 S+1.0 WP D+S+WP 15 System 1.333 1.0D+1.0CG+1.0L+0.500W1> D+CG+L+W1> 16 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W 1 D+CG+L+<W 1 17 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W2> D+CG+L+W2> 18 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W2 D+CG+L+<W2 19 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP D+CG+L+WP 20 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W 1> D+CG+S+W 1> 21 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W 1 D+CG+S+<W 1 22 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W2> D+CG+S+W2> 23 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W2 24 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP D+CG+S+WP 25 System 1.333 0.670 D+1.0 W 1> D+W 1> 26 System 1.333 0.670 D+1.0<W 1 D+<W 1 27 System 1.333 0.670 D+1.0 W2> D+W2> 28 System 1.333 0.670 D+1.0<W2 D+<W2 29 System 1.333 0.670 D+1.0 WP D+WP 30 System 1.333 0.670 D+0.670 CG+0.800 E>+0.800 EG- D+CG+E>+EG- 31 System 1.333 0.670 D+0.670 CG+0.800<E+0.800 EG- D+CG+<E+EG- 32 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+0.800 EG+ D+CG+S+E>+EG+ 33 System 1.333 11.0 D+1.0 CG+0.600 S+0.800<E+0.800 EG+ D+CG+S+<E+EG+ VPC File:WI0600080-010El.vpc VPC Version :5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 24 of 37 Wall: 4,Frame at: 67/0/0 Frame ID:CB 25 Frame Type:Continuous Beam Vy Vy Vy Hx Hx Hx Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:4 Type Exterior Column Interior Column Exterior Column X-Loc 0/0/0 25/0/0 50/0/0 Gridl -Grid2 4-E 4-C 4-A Base Plate W x L(in.) 8 x 13 8 x 11 8 x 13 Base Plate Thickness(in.) 0375 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 4-0.750 Column Base Elev. 100'-0" 100'-0" 100'-0" Load Tye Desc. Hx Vy Hx Hz Vy Hx Vy D Frm 0.05 0.87 2.13 -0.05 0.87 CG Frm 0.10 1.18 3.36 -0.10 1.18 L Frm 0.49 5.88 16.78 -0.49 5.88 S Frm 0.68 8.23 23.50 -0.68 8.23 US1* Frm 0.51 3.55 17.62 -0.51 8.80 *US1 Frm 0.51 8.80 - 17.62 -0.51 3.55 W 1> Frm -2.66 -3.56 1.89 -5.87 -2.76 -0.85 - <W 1 Frm 2.76 -0.85 -1.89 -5.87 2.66 -3.56 - W2> Frm -3.46 -2.06 - -3.40 -1.96 0.65 - <W2 Frm 1.96 0.65 -3.40 3.46 -2.06 - WP Frm 1.60 -3.01 -4.95 -1.60 -3.01 - - E> Frm -1.23 -1.02 0.33 - -1.23 1.02 - - EG- Frm -0.01 -0.14 - - -0.39 0.01 -0.14 - - <E Frm 123 1.02 -0.33 - 1.23 -1.02 - - EG+ Frm 0.01 1 0.14 0.39 1 -0.01 1 0.14 - Frame Reactions-Load Cases at Frame Cross Section:4 X-Loc 0/0/0 25/0/0 501010 Gridl -Grid2 4-E 4-C 4-A Ld Description Hx Vy Hx Hz Vy Hx Vy Cs (application factor not shown) (k) (k) (k) (k) (k) (k) (k) 1 D+CG+L 0.64 7.92 22.27 -0.64 7.92 2 D+CG+S 0.83 10.27 28.99 -0.83 10.27 3 D+CG+US1* 0.66 5.59 23.11 -0.66 10.84 4 D+CG+*US 1 0.66 10.84 23.11 -0.66 5.59 5 D+L+W 1> -2.37 0.25 1.89 4.65 -3.05 2.95 6 D+L+<W1 3.05 2.95 -1.89 4.65 2.37 0.25 - 7 D+L+W2> -3.17 1.75 - - 7.13 -2.25 4.46 8 D+L+<W2 2.25 4.46 7.13 3.17 1.75 9 D+L+WP 1.90 0.80 5.58 -1.90 0.80 10 D+S+W1> -2.27 1.42 1.89 8.01 -3.15 4.13 11 D+S+<W1 3.15 4.13 -1.89 8.01 2.27 1.42 VPC File:WI0600080-0I0EI.vpc VPC Version :5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 21 of 37 Wall: 4,Frame at: 45/4/0 Frame ID:Rigid Frame Storage Frame Type:Rigid Frame Q Vy Vy Hx Hx ti Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:3 Type Exterior Column Exterior Column X-Loc 0/0/0 501010 Grid -Grid2 3-E 3-A Base Plate W x L(in.) 8 x 13 8 x 13 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev. 100'-0" 100'-0" Load Type Desc. Hx I Hz I Vy Hx Hz Vy D Frm 0.59 2.02 -0.59 2.02 CG Frm 1.00 2.77 -1.00 2.77 L Frm 4.99 13.85 -4.99 13.85 S Frm 6.98 19.40 -6.98 19.40 Wl> Frm -4.28 -6.38 -1.22 -3.64 <W 1 Frm 1.22 -3.64 4.28 -6.38 W2> Frm -4.43 -3.71 -1.08 -0.97 <W2 Frm 1.08 -0.97 4.43 -3.71 E> Frm -1.35 -0.98 -1.35 0.98 EG- Frm -0.11 -0.32 0.11 -0.32 <E Frm 1.35 - 0.98 1.35 -0.98 EG+ Frm 0.11 0.32 -0.11 0.32 WP Frm 0.29 -5.34 -0.29 -5.34 WB1> Brc -0.12 5.10 0.12 5.04 <WB1 Brc 0.15 6.72 -6.25 -0.15 6.61 -6.10 EB> Brc -0.10 - 4.32 0.10 - 4.27 <EB Brc 0.10 1 4.57 -4.25 1 -0.10 4.50 4.15 Frame Reactions-Load Cases at Frame Cross Section:3 X-Loc 0/0/0 501010 Grid -Grid2 3-E 3-A Ld Description Hx Hz Vy Hx Hz V Cs (application factor not shown) (k) (k) (k) (k) (k) (k) 1 D+CG+L 6.57 18.65 -6.57 18.65 2 D+CG+S 8.57 24.19 -8.57 24.19 3 D+L+W1> -1.20 2.57 -4.31 5.31 4 D+L+<WI 4.31 5.31 1.20 2.57 5 D+L+W2> -1.34 5.24 4 16 7.98 6 D+L+<W2 4.16 7.98 1.34 5.24 7 D+S+WI> -0.20 5.34 -5.30 8.08 8 D+S+<W I 5.30 8.08 0.20 5.34 9 D+S+W2> -0.35 8.02 -5.16 10.75 VPC File:WI0600080-01OEl.vpc VPC Version :5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM 9-0 Page: 22 of 37 10 D+S+<W2 5.16 10.75 0.35 8.02 - 11 D+CG+L+W1> 4.43 15.46 -7.18 16.83 - 12 D+CG+L+<W1 7.18 16.83 -4.43 15.46 - 13 D+CG+L+W2> 4.36 16.80 -7.11 18.16 14 D+CG+L+<W2 7.11 18.16 -4.36 16.80 15 D+CG+S+Wl> 6.43 21.00 -9.18 22.37 - 16 D+CG+S+<W1 9.18 22.37 -6.43 21.00 - 17 D+CG+S+W2> 6.35 22.34 -9.10 23.71 - - 18 D+CG+S+<W2 9.10 23.71 -6.35 22.34 - - 19 D+Wl> -3.88 -5.02 -1.62 -2.28 - - 20 D+<W 1 1.62 -2.28 3.88 -5.02 - - 21 D+W2> -4.03 -2.35 -1.47 0.39 - - 22 D+<W2 1.47 0.39 4.03 -2.35 - - - 23 D+CG+E>+EG- -0.11 2.17 -2.05 3.74 - - - 24 D+CG+<E+EG- 2.05 3.74 0.11 2.17 - - - 25 D+CG+S+E>+EG+ 4.79 15.90 -6.94 17.47 - - - 26 D+CG+S+<E+EG+ 6.94 17.47 -4.79 15.90 - - - 27 D+L+WP+WB1> 3.26 8.71 -3.26 - 8.65 - - - 28 D+S+WP+WB I> 4.25 11.48 -4.25 11.42 - - - 29 D+CG+L+WP+WB1> 6.66 18.53 -6.66 18.50 - - - 30 D+CG+S+WP+WB 1> 8.65 24.07 -8.65 24.04 - - - 31 D+WP+WB1> 0.57 1.12 -0.57 1.05 - - - 32 D+L+WP+<WB 1 3.53 6.72 -2.64 -3.53 6.61 -2.49 - - - 33 D+S+WP+<WB 1 4.53 6.72 0.13 4.53 6.61 0.28 - - - 34 D+CG+L+WP+<WB 1 6.79 3.36 12.85 -6.79 3.31 12.93 - - - 35 D+CG+S WP+<WB 1 8.79 3.36 18.39 -8.79 3.31 18.47 - - - 36 D+WP+<WB1 0.84 6.72 -10.24 -0.84 6.61 -10.09 - - - 37 D+CG+E>+EG-+EB> 0.57 - 6.18 -1.21 - 6.61 - - - 38 D+CG+<E+EG-+EB> 1.21 6.65 -0.57 6.14 - - - 39 D+CG+S+E>+EG++EB> 5.46 19.91 -6.11 20.34 - - - 40 D+CG+S+<E+EG++EB> 6.11 20.38 -5.46 19.87 - - - 41 D+CG+E>+EG-+<EB 0.73 3.66 -0.68 -1.38 3.60 -0.13 - - - 42 D+CG+<E+EG-+<EB 1.38 3.66 -0.21 -0.73 3.60 -0.60 - - - 43 D+CG+S+E>+EG++<EB 5.63 3.66 13.05 -6.27 3.60 13.60 - - - 44 D+CG+S+<E+EG++<EB 1 6.27 1 3.66 13.52 -5.63 3.60 13.13 - - Maximum Reactious Summa -Framin X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 3-E 4.03 21 9.18 16 6.72 32 10.24 36 24.19 2 501010 3-A 9.18 15 4.03 22 6.61 32 10.09 36 24.19 2 Bracing X-Loc Grid Description 0/0/0 3-E Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. 501010 3-A Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. VPC File:WI0600080-01OEl.vpc VPC Version :5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 20 of 37 10 D+S+<W2 5.16 10.75 0.35 8.02 - 11 D+CG+L+W1> 4.43 15.46 -7.18 16.83 12 D+CG+L+<W1 7.18 16.83 4.43 15.46 - 13 D+CG+L+W2> 4.36 16.80 -7.11 18.16 14 D+CG+L+<W2 7.11 18.16 -4.36 16.80 15 D+CG+S+W1> 6.43 - 21.00 -9.18 - 22.37 16 D+CG+S+<W1 9.18 - 22.37 -6.43 - 21.00 17 D+CG+S+W2> 6.35 - 22.34 -9.10 - 23.71 18 D+CG+S+<W2 9.10 - 23.71 -6.35 - 22.34 19 D+W1> -3.88 - -5.02 -1.62 - -2.28 20 D+<W 1 1.62 - -2.28 3.88 - -5.02 21 D+W2> -4.03 - -2.35 -1.47 - 0.39 22 D+<W2 1.47 - 0.39 4.03 - -2.35 23 D+CG+E>+EG- -0.11 - 2.17 -2.05 - 3.74 24 D+CG+<E+EG- 2.05 - 3.74 0.11 - 2.17 25 D+CG+S+E>+EG+ 4.79 - 15.90 -6.94 - 17.47 26 D+CG+S+<E+EG+ 6.94 - 17.47 -4.79 - 15.90 - 27 D+L+WP+WB1> 3.50 -5.51 -1.48 -3.50 -5.44 -1.45 28 D+S+WP+WB 1> 4.50 -5.51 1.29 -4.50 -5.44 1.32 29 D+CG+L+WP+WB 1> 6.78 -2.75 13.43 -6.78 -2.72 13.45 30 D+CG+S+WP+WB 1> 8.78 -2.75 18.98 -8.78 -2.72 18.99 31 D+WP+WB 1> 0.81 -5.51 -9.07 -0.81 -5.44 -9.05 - 32 D+L+WP+<WB I 3.23 - 9.84 -3.23 - 9.73 33 D+S+WP+<WB 1 4.23 12.61 4.23 12.50 34 D+CG+L+WP+<WB1 6.65 19.09 -6.65 19.04 - 35 D+CG+S+WP+<WB 1 8.64 24.63 -8.64 24.58 - 36 D+WP+<WB1 0.54 2.24 -0.54 2.14 - 37 D+CG+E>+EG-+EB> 0.73 -3.73 -0.72 -1.38 -3.69 -0.24 - 38 D+CG+<E+EG-+EB> 1.38 -3.73 -0.25 -0.73 -3.69 -0.71 - 39 D+CG+S+E-EG++EB> 5.63 -3.73 13.01 -6.27 -3.69 13.49 - 40 D+CG+S+<E+EG++EB> 6.27 -3.73 13.48 -5.63 -169 13.02 - 41 D+CG+E>+EG-+<EB 0.57 - 6.11 -1.21 - 6.52 - 42 D+CG+<E+EG-+<EB 121 6.58 -0.57 6.06 - 43 D+CG+S+E>+EG++<EB 5.46 19.84 -611 20.25 - 44 D+CG+S+<E+EG++<EB 1 6.11 120.31 -5.46 1 19.78 1 - Maximum Reactions Summary-Framin X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 2-E 4.03 21 9.18 16 1 5.51 27 9.07 31 24.63 35 501010 2-A 9.18 15 4.03 22 1 5.44 27 9.05 31 24.58 35 Bracing X-Loc Grid Description 0/0/0 2-E Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. 50/0/0 2-A Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. VPC File:WI0600080-01OEI.vpc VPC Version:5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 19 of 37 Wall:4,Frame at: 22/8/0 Frame ID:Rigid Frame Storage Frame Type:Rigid Frame Vy vy Hx Hx Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:2 Type Exterior Column Exterior Column X-Loc 0/0/0 501010 Gridl-Grid2 2-E 2-A Base Plate W x L(in.) 8x13 8x13 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev. 100'-0" 100'-0" Load Tye Desc. Hx I Flz Vy Hx Hz Vy D Frm 0.59 2.02 -0.59 2.02 CG Frm 1.00 2.77 -1.00 2.77 L Frm 4.99 13.85 -4.99 13.85 - S Frm 6.98 19.40 -6.98 19.40 W1> Frm -4.28 -6.38 -1.22 -3.64 - <W 1 Frm 1.22 -3.64 4.28 -6.38 - W2> Frm -4.43 -3.71 -1.08 -0.97 - <W2 Frm 1.08 -0.97 4.43 -3.71 - E> Frm -1.35 -0.98 -1.35 0.98 - EG- Frm -0.11 -0.32 0.11 -0.32 - <E Frm 1.35 0.98 1.35 -0.98 - EG+ Frm 0.11 0.32 -0.11 0.32 - WP Frm 0.29 -5.34 -0.29 - -5.34 - WB I> Brc 0.13 -5.51 -5.09 -0.13 -5.44 -5.06 - <WBl Brc -0.15 - 6.23 0.15 - 6.13 - EB> Brc 0.11 -4.67 -4.31 -0.11 -4.61 -4.29 - <EB Brc 1 -0.10 4.24 0.10 - 4.17 - Frame Reactions-Load Cases at Frame Cross Section:2 X-Loc 0/0/0 501010 Gridl -Grid2 2-E 2-A Ld Description Hx Hz Vy Hx Hz Vy Cs (application factor not shown) (k) (k) (k) (k) (k) (k) 1 D+CG+L 6.57 - 1 8.65 -6.57 - 18.65 - 2 D+CG+S 8.57 - 24.19 -8.57 - 24.19 - 3 D+L+Wl> -1.20 - 2.57 -4.31 - 5.31 - 4 D+L+<W1 4.31 - 5.31 1.20 - 2.57 - 5 D+L+W2> -1.34 - 5.24 -4.16 - 7.98 - 6 D+L+<W2 4.16 - 7.98 1.34 - 5.24 - 7 D+S+W 1> -0.20 - 5.34 -5.30 - 8.08 - 8 D+S+<W 1 5.30 - 8.08 0.20 - 5.34 - 9 D+S+W2> -0.35 - 8.02 -5.16 - 10.75 - - VPC File:WI0600080-0I0EI.vpc VPC Version :5.3c R Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 18 of 37 Wail: 4,Frame at:22/8/0 Design Load Combinations-Framing No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.333 1.0D+0.500L+1.0W1> D+L+W1> 4 System 1.333 1.0 D+0.500 L+1.0<W 1 D+L+<W I 5 System 1.333 1.0 D+0.500 L+1.0 W2> D+L+W2> 6 System 1.333 1.0 D+0.500 L+ 1.0<W2 D+L+<W2 7 System 1.333 1.0 D+0.500 S+1.0 W 1> D+S+W 1> 8 System 1.333 1.0 D+0.500 S+1.0<W 1 D+S+<W 1 9 System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 10 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 11 System 1.333 1.0D+I.0CG+I.0L+0.500WI> D+CG+L+WI> 12 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W 1 D+CG+L+<W I 13 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W2> D+CG+L+W2> 14 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W2 D+CG+L+<W2 15 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W I> D+CG+S+W 1> 16 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W 1 D+CG+S+<W 1 17 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W2> D+CG+S+W2> 18 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W2 19 System 1.333 0.670 D+1.0 W 1> D+W 1> 20 System 1.333 0.670 D+1.0<W 1 D+<W 1 21 System 1.333 0.670 D+1.0 W2> D+W2> 22 System 1.333 0.670 D+1.0<W2 D+<W2 23 System 1.333 0.670 D+0.670 CG+0.800 E>+0.800 EG- D+CG+E>+EG- 24 System 1.333 0.670 D+0.670 CG+0.800<E+0.800 EG- D+CG+<E+EG- 25 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+0.800 EG+ D+CG+S+E>+EG+ 26 System 1.333 1.0 D+1.0 CG+0.600 S+0.800<E+0.800 EG+ D+CG+S+<E+EG+ 27 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0 WB 1> D+L+WP+WB 1> 28 System Derived 1333 1.0 D+0.500 S+1.0 WP+1.0 WB 1> D+S+WP+WB 1> 29 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500 WB 1> D+CG+L+WP+WB I> 30 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP+0.500 WB I> D+CG+S+WP+WB I> 31 System Derived 1.333 0.670 D+1.0 WP+1.0 WB1> D+WP+WB 1> 32 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0<WB1 D+L+WP+<WB 1 33 System Derived 1.333 1.0 D+0.500 S+1.0 WP+1.0<WB I D+S+WP+<WB 1 34 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500<WB 1 D+CG+L+WP+<WB 1 35 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP+0.500<WB 1 D+CG+S+WP+<WB 1 36 System Derived 1.333 0.670 D+1.0 WP+1.0<WB 1 D+WP+<WB I 37 System Derived 1.333 0.670 D+0.670 CG+0.240 E>+0.800 EG-+0.800 EB> D+CG+E>+EG-+EB> 38 System Derived 1.333 0.670 D+0.670 CG+0.240<E+0.800 EG-+0.800 EB> D+CG+<E+EG-+EB> 39 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240 E>+0.800 EG++0.800 EB> D+CG+S+E>+EG++EB> 40 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240<E+0.800 EG++0.800 EB> D+CG+S+<E+EG++EB> 41 System Derived 1.333 0.670 D+0.670 CG+0.240 E>+0.800 EG-+0.800<EB D+CG+E>+EG-+<EB 42 System Derived 1.333 0.670 D+0.670 CG+0.240<E+0.800 EG-+0.800<EB D+CG+<E+EG-+<EB 43 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240 E>+0.800 EG++0.800<EB D+CG+S+E>+EG++<EB 44 System Derived 1.333 11.0 D+1.0 CG+0.600 S+0.240<E+0.800 EG++0.800<EB D+CG+S+<E+EG++<EB VPC File:WI0600080-OIOEI.vpc VPC Version:5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 17 of 37 12 D+S+W2> -1.14 1.35 3.59 3.80 -0.29 1.31 13 D+S+<W2 0.29 1.26 3.80 3.59 1.14 1.40 14 D+S+WP 1.14 0.67 2.74 2.74 -1.14 0.72 15 D+CG+L+W1> -0.29 2.10 0.64 6.49 0.64 6.59 -0.43 2.10 16 D+CG+L+<W 1 0.43 2.05 -0.64 6.60 -0.64 6.49 0.29 2.15 17 D+CG+L+W2> -0.57 2.32 - 6.99 - 7.09 -0.14 2.32 18 D+CG+L+<W2 0.14 2.27 7.09 6.98 0.57 2.37 19 D+CG+L+WP 0.57 1.97 6.56 6.56 -0.57 2.02 20 D+CG+S+W 1> -0.29 2.80 0.64 8.76 0.64 8.86 -0.43 2.80 21 D+CG+S+<W 1 0.43 2.75 464 8.86 - -0.64 8.75 0.29 2.85 22 D+CG+S+W2> -0.57 3.02 - 9.25 - 9.35 -0.14 3.02 23 D+CG+S+<W2 0.14 2.97 9.36 9.25 0.57 3.07 24 D+CG+S+WP 0.57 167 8.82 8.82 -0.57 2.72 25 D+W1> -0.57 -0.40 1.29 -1.61 1.29 -1.40 -0.86 -0.46 - 26 D+<W1 0.86 -0.50 -1.29 -1.40 -1.29 -1.61 0.57 -0.37 - 27 D+W2> -1.14 0.03 - -0.62 - -0.41 -0.29 -0.03 - 28 D+<W2 0.29 -0.07 -0.41 -0.62 1.14 0.06 - 29 D+WP 1.14 -0.66 -1.48 -1.48 -1.14 -0.63 - 30 D+CG+E>+EG- -0.12 0.41 0.18 1.16 0.18 1.16 -0.12 0.44 - 31 D+CG+<E+EG- 0.12 0.41 -0.18 1.16 -0.18 1.16 0.12 0.44 - 32 D+CG+S+E>+EG+ -0.12 2.16 0.18 6.75 0.18 6.75 -0.12 2.21 - 33 D+CG+S+<E+EG+ 0.12 2.16 -0.18 6.75 -0.18 6.75 0.12 2.21 Maximum Reacti ons Summa -Framin X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 1-E 1.14 7 1.14 9 - - - - 0.66 29 3.44 4 151010 1-D - - - 1.29 6 1.29 5 1.61 25 9.81 2 35/0/0 1-B - - - 1.29 6 1.29 5 1.61 26 9.81 2 501010 1-A 1.14 9 1.14 8 - - - 0.63 29 3.49 4 VPC File:WI0600080-010E1.Vpc VPC Version :5.3c Date: 3/24/2006 - Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 16 of 37 Wall: 4,Frame at: 1/0/0 Frame ID:Post&Beam Storage Frame Type:Post&Beam Vy Vy Vy Vy Hx Hx Hx �Hx Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:1 Type Exterior Column Interior Column Interior Column Exterior Column X-Loc 0/0/0 15/0/0 35/0/0 501010 Grid] -Grid2 1-E 1-D 1-B ]-A Base Plate W x L(in.) 8x10 8x10 8x10 8x10 Base Plate Thickness(in.) 0.375 0.375 0.375 0375 Anchor Bolt Qty/Diam. (in.) 2-0.750 2-0.750 2-0.750 2-0.750 Column Base Elev. 100'-0" 100'-0" 100'-0" 100'-0" Load Tye Desc. Hx Vy Hx Hz I Vy I Hx Hz I Vy Hx V D Frm 0.31 0.76 - 0.76 0.35 CG Frm 0.35 1.13 - - 1.13 0.35 L Fnn 1.75 5.66 - 5.66 1.75 S Fnn 2.45 7.93 - 7.92 2.45 US]* Frm 0.89 6.37 - 6.37 0.89 *US1 Fnn - 2.79 5.51 - 5.51 - 2.79 WI> Fnn -0.57 -0.61 1.29 -2.12 - 1.29 -1.91 -0.86 -0.70 <W1 Frm 0.86 -0.70 -1.29 -1.91 - -1.29 -2.12 0.57 -0.61 W2> Frm -1.14 -0.18 - -1.13 - - -0.92 -0.29 -0.27 <W2 Frm 0.29 -0.27 -0.92 - -1.13 1.14 -0.18 WP Frm 1.14 -0.86 -1.98 - -1.98 -1.14 -0.86 E> Frm -0.16 - 0.23 - - 0.23 - -0.16 - EG- Frm - -0.04 - -0.13 - - -0.13 - -0.04 <E Frm 0.16 - -0.23 - - -0.23 - 0.16 EG+ Fnn - 0.04 0.13 0.13 0.04 Frame Reactions-Load Cases at Frame Cross Section:1 X-Loc 0/0/0 151010 35/0/0 50/0/0 Grid -Grid2 I-E I-D 1-B I-A Ld Description Hx Vy Hx Hz Vy Hx Hz Vy Hx Vy Cs (application factor not shown) (k) (k) (k) (k) (k) (k) (k) (k) (k) (k) I D+CG+L - 2.40 7.55 7.55 2.46 2 D+CG+S - 110 9.81 9.81 3.16 3 D+CG+US1* - 1.54 8.26 8.26 1.59 4 D+CG+*US I - 3.44 7.40 7.40 3.49 5 D+L+W]> -0.57 0.57 1.29 1.47 1.29 1.68 -0.86 0.53 6 D+L+<W 1 0.86 0.48 -1.29 1.68 1.29 1.47 0.57 0.62 7 D+L+W2> -1.14 1.00 - 2.46 - 167 -0.29 0.96 8 D+L+<W2 0.29 0.91 2.67 - 2.46 1.14 1.05 9 D+L+WP 1.14 0.32 1.60 1.60 -1.14 0.37 10 D+S+W 1> -0.57 0.92 1.29 2.60 1.29 2.81 -0.86 0.88 11 D+S+<W 1 0.86 0.83 -1.29 2.81 -1.29 2.60 0.57 0.97 VPC File:WI0600080-010El.vpc VPC Version:5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 15 of 37 Wall:4,Frame at: 1/0/0 Design Load Combinations-Framing No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.000 1.0 D+1.0 CG+1.0 US1* D+CG+US1* 4 System 1.000 1.OD+I.00G+1.0*US 1 D+CG+*US1 5 System 1.333 1.0 D+0.500L+1.0 W1> D+L+WI> 6 System 1.333 1.0 D+0.500 L+1.0<W 1 D+L+<W 1 7 System 1.333 1.0 D+0.500 L+1.0 W2> D+L+W2> 8 System 1.333 1.0 D+0.500L+1.0<W2 D+L+<W2 9 System 1.333 1.0 D+0.500 L+1.0 WP D+L+WP 10 System 1.333 1.0 D+0.500 S+1.0 W I> D+S+W 1> 11 System 1.333 1.0 D+0.500 S+1.0<W 1 D+S+<W 1 12 System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 13 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 14 System 1.333 1.0 D+0.500 S+1.0 WP D+S+WP 15 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W 1> D+CG+L+W 1> 16 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W 1 D+CG+L+<W 1 17 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W2> D+CG+L+W2> 18 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W2 D+CG+L+<W2 19 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP D+CG+L+WP 20 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W 1> D+CG+S+W 1> 21 System 1.333 1.0 D+I.0 CG+I.0 S+0.500<WI D+CG+S+<W1 22 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W2> D+CG+S+W2> 23 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W2 24 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP D+CG+S+WP 25 System 1.333 0.670 D+1.0 Wl> D+Wl> 26 System 1.333 0.670 D+1.0<W 1 D+<W 1 27 System 1.333 0.670 D+1.0 W2> D+W2> 28 System 1.333 0.670 D+1.0<W2 D+<W2 29 System 1.333 0.670 D+1.0 WP D+WP 30 System 1.333 0.670 D+0.670 CG+0.800 E>+0.800 EG- D+CG+E>+EG- 31 System 1.333 0.670 D+0.670 CG+0.800<E+0.800 EG- D+CG+<E+EG- 32 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+0.800 EG+ D+CG+S+E>+EG+ 33 1 System 1.333 1.0 D+1.0 CG+0.600 S+0.800<E+0.800 EG+ ID+CG+S+<E+EG+ VPC File:W10600080-0IOEI.vpc VPC Version :5.3c Date: 3/2412006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 14 of 37 Overall Building Description Shape Overall Overall Floor Area Wall Area Roof Area Max.Eave Min,Eave Max.Roof Min.Roof Peak Width Length (s q.ft.) (s q.ft.) (sq.ft.) Height Height 2 Pitch Pitch Height Storage Bldg 501010 68/0/0 3400 5112 3426 21/0/0 21/0/0 1.500:12 1.500:12 24/1/8 Plant 501010 68/0/0 3400 6216 3426 33/0/0 33/0/0 1.500:12 1.500:12 36/1/8 Total For All Shapes 6800 11328 6853 Overall Shape Description Roof 1 I Roof 2 IFromGridl To Grid I Width I Length I Eave Ht. jEavcHt.21 Pitch I Pitch 2 IDist.toRidgel Peak Hei ht A B I 1-A 1-E 501010 1 68/0/0 21/0/0 21/0/0 1.500:12 1.500:12 25/0/0 24/1/8 0 2 Lr `1 A t7 O 04 N 4 VPC File:W10600080-01OEI.vpc VPC Version :5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 13 of 37 FL Floor Live Load FL* Alternate Span Floor Live Load,Shifted Right *FL Alternate Span Floor Live Load,Shifted Left FD Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live Load,Right,Right *AL> Auxiliary Live Load,Right,Left <AL* Auxiliary Live Load,Left,Right <*AL Auxiliary Live Load,Left,Left AL* Aux Live,Right *AL Aux Live,Left AL*>(I) Auxiliary Live Load,Right,Right,Aisle 1 *AL>(1) Auxiliary Live Load,Right,Left,Aisle 1 <AL*(1) Auxiliary Live Load,Left,Right,Aisle 1 <*AL(1) Auxiliary Live Load,Left,Left,Aisle 1 AL*(1) Aux Live,Right,Aisle I *AL(1) Aux Live,Left,Aisle 1 AL*>(2) Auxiliary Live Load,Right,Right,Aisle 2 *AL>(2) Auxiliary Live Load,Right,Left,Aisle 2 <AL*(2) Auxiliary Live Load,Left,Right,Aisle 2 <*AL(2) Auxiliary Live Load,Left,Left,Aisle 2 AL*(2) Aux Live,Right,Aisle 2 *AL(2) Aux Live,Left,Aisle 2 AL*>(3) Auxiliary Live Load,Right,Right,Aisle 3 *AL>(3) Auxiliary Live Load,Right,Left,Aisle 3 <AL*(3) Auxiliary Live Load,Left,Right,Aisle 3 <*AL(3) Auxiliary Live Load,Left,Left,Aisle 3 AL*(3) Aux Live,Right,Aisle 3 *AL(3) Aux Live,Left,Aisle 3 AL*>(4) Auxiliary Live Load,Right,Right,Aisle 4 *AL>(4) Auxiliary Live Load,Right,Left,Aisle 4 <AL*(4) Auxiliary Live Load,Left,Right,Aisle 4 <*AL(4) Auxiliary Live Load,Left,Left,Aisle 4 AL*(4) Aux Live,Right,Aisle 4 *AL(4) Aux Live,Left,Aisle 4 AL*>(5) Auxiliary Live Load,Right,Right,Aisle 5 *AL>(5) Auxiliary Live Load,Right,Left,Aisle 5 <AL*(5) Auxiliary Live Load,Left,Right,Aisle 5 <*AL(5) Auxiliary Live Load,Left,Left,Aisle 5 AL*(5) Aux Live,Right,Aisle 5 *AL(5) Aux Live,Left,Aisle 5 ALB Aux Live Bracing Reaction ALB> Aux Live Bracing Reaction,Right <ALB Aux Live Bracing Reaction,Left WALB> Wind,Aux Live Bracing Reaction,Right <WALB Wind,Aux Live Bracing Reaction,Left ALB>(I) Aux Live Bracing Reaction,Right,Aisle 1 <ALB(1) Aux Live Bracing Reaction,Left,Aisle 1 WALB>(I) Wind,Aux Live Bracing Reaction,Right,Aisle 1 <WALB(1) Wind,Aux Live Bracing Reaction,Left,Aisle 1 ALB>(2) Aux Live Bracing Reaction,Right,Aisle 2 <ALB(2) Aux Live Bracing Reaction,Left,Aisle 2 WALB>(2) Wind,Aux Live Bracing Reaction,Right,Aisle 2 <WALB(2) Wind,Aux Live Bracing Reaction,Left,Aisle 2 ALB>(3) Aux Live Bracing Reaction,Right,Aisle 3 <ALB(3) Aux Live Bracing Reaction,Left,Aisle 3 WALB>(3) Wind,Aux Live Bracing Reaction,Right,Aisle 3 <WALB(3) Wind,Aux Live Bracing Reaction,Left,Aisle 3 ALB>(4) Aux Live Bracing Reaction,Right,Aisle 4 <ALB(4) Aux Live Bracing Reaction,Left,Aisle 4 WALB>(4) Wind,Aux Live Bracing Reaction,Right,Aisle 4 <WALB(4) Wind,Aux Live Bracing Reaction,Left,Aisle 4 ALB>(5) Aux Live Bracing Reaction,Right,Aisle 5 <ALB(5) Aux Live Bracing Reaction,Left,Aisle 5 WALB>(5) Wind,Aux Live Bracing Reaction,Right,Aisle 5 <WALB(5) Wind,Aux Live Bracing Reaction,Left,Aisle 5 WALB Wind,Aux Live Bracing Reaction AD Auxiliary Dead Load UO User Defined Load U1 User Defined Load-1 U2 User Defined Load-2 U3 User Defined Load-3 U4 User Defined Load-4 U5 User Defined Load-5 U6 User Defined Load-6 U7 User Defined Load-7 U8 User Defined Load-8 U9 User Defined Load-9 UB User Brace Reaction UB 1 User Brace Reaction-1 UB2 User Brace Reaction-2 UB3 User Brace Reaction-3 UB4 User Brace Reaction-4 UB5 User Brace Reaction-5 UB6 User Brace Reaction-6 UB7 User Brace Reaction-7 UB8 User Brace Reaction-8 UB9 User Brace Reaction-9 R Rain Load T Temperature Load V Shear VPC File:WI0600080-010EI.vpc VPC Version:5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 12 of 37 Re�+ctitns, Ecpadecept>!rx , .. 414 Shape: Storage Bldg Builder Contact:Bill Crocker Project:Cooley Dickinson Hospital Name:Crocker Building Company,Inc. Builder PO#: Address: 186 Stafford St. Jobsite:30 Locus St. City,State Zip:Springfield,Massachusetts 01104 City,State Zip:Northampton,Massachusetts 01060 Country:United States County,Country: Hampshire, United States Loads and Codes-Shape:Storage Bldg City: Northampton County: Hampshire State: Massachusetts Country: United States Building Code:6th Edition Massachusetts Building Code Built Up: 89AISC Rainfall:5.00 inches per hour Building Use:Essential Facilities(Hospital,Fire,Police...) Cold Form: OIAISI Allow.Overstress: Frm: 1.03,Sec: 1.03,Brc: 1.03 Dead and Collateral Loads Live Load Collateral Gravity:5.00 psf Roof Covering+Second.Dead Load:Varies Live Load:25.00 psf Not Reducible Collateral Uplift: 0.00 psf Frame Weight(assumed for seismic):2.50 psf Wind Load Snow Load Seismic Load Wind Speed:N/A Ground Snow Load: 35.00 psf Seismic Hazard/Use Group:Group I Wind Enclosure:Enclosed Roof Snow Load: 35.00 psf Seismic Importance: 1.000 Wind Importance Factor: 1.000 Design Snow(Sloped):35.00 psf Seismic Performance/Design Category:C Base Elevation:0/0/0 Snow Importance: 1.000 Framing Seismic Period:0.5494 Primary Zone Strip Width:N/A Ground/Roof Conversion: 1.00 Bracing Seismic Period:0.3139 Parts/Portions Zone Strip Width: 5/0/0 %Snow Used in Seismic:50.00 Framing R-Factor:4.5000 Basic Wind Pressure: 12.00 psf Seismic Snow Load: 17.50 psf Bracing R-Factor:5.0000 Soil Profile Type:Stiff soil(D,4) Aa:0.1200,Av:0.1200 Frame Seismic Factor(Cs):0.0667 Brace Seismic Factor(Cs):0.0600 Per Article 2.9 in the Builder Agreement,VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Load Type Descriptions D Material Dead Weight C Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L Live Load ASL^ Alternate Span Live Load,Shifted Right ^ASL Alternate Span Live Load,Shifted Left PL2 Partial Live,Full,2 Spans S Snow Load US1* Unbalanced Snow Load 1,Shifted Right *US 1 Unbalanced Snow Load 1,Shifted Left US2* Unbalanced Snow Load 2,Shifted Right *US2 Unbalanced Snow Load 2,Shifted Left SD Snow Drift Load SS Sliding Snow Load RS Rain Surcharge Load PF1 Partial Load,Full, 1 Span PHI Partial Load,Half,1 Span PF2 Partial Load,Full,2 Spans PH2 Partial Load,Half,2 Spans W Wind Load W1> Wind Load,Case 1,Right <WI Wind Load,Case 1,Left W2> Wind Load,Case 2,Right <W2 Wind Load,Case 2,Left W3> Wind Load,Case 3,Right <W3 Wind Load,Case 3,Left W4> Wind Load,Case 4,Right <W4 Wind Load,Case 4,Left W5> Wind Load,Case 5,Right <W5 Wind Load,Case 5,Left W6> Wind Load,Case 6,Right <W6 Wind Load,Case 6,Left WP Wind Load,Parallel to Ridge WPR Wind Load,11 Ridge,Right WPL Wind Load,11 Ridge,Left WPA1 Wind Parallel-Ref A,Case 1 WPA2 Wind Parallel-Ref A,Case 2 WPB I Wind Parallel-Ref B,Case 1 WP132 Wind Parallel-Ref B,Case 2 WPCI Wind Parallel-Ref C,Case 1 WPC2 Wind Parallel-Ref C,Case 2 WPD1 Wind Parallel-Ref D,Case I WPD2 Wind Parallel-Ref D,Case 2 WB1> Wind Brace Reaction,Case 1,Right <WB1 Wind Brace Reaction,Case 1,Left WB2> Wind Brace Reaction,Case 2,Right <WB2 Wind Brace Reaction,Case 2,Left WB3> Wind Brace Reaction,Case 3,Right <W133 Wind Brace Reaction,Case 3,Left WB4> Wind Brace Reaction,Case 4,Right <WB4 Wind Brace Reaction,Case 4,Left WB5> Wind Brace Reaction,Case 5,Right <WB5 Wind Brace Reaction,Case 5,Left WB6> Wind Brace Reaction,Case 6,Right <WB6 Wind Brace Reaction,Case 6,Left E Seismic Load E> Seismic Load,Right <E Seismic Load,Left EG Vertical Seismic Effect EG+ Vertical Seismic Effect,Additive EG- Vertical Seismic Effect,Subtractive EB> Seismic Brace Reaction,Right <EB Seismic Brace Reaction,Left VPC File:WI0600080-0IOEI.vpc VPC Version:5.3c • i Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 11 of 37 2 CO } a e a J VPC File:WI0600080-0IOEI.vpc VPC Version :5.3c t Date: 3/24/2006 9M Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 10 of 37 Design Load Combinations-Purlin No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 2 System 1.000 1.0 D+1.0 CG+1.0 USI* D+CG+USI* 3 System 1.000 1.0D+I.0CG+1.0*US I D+CG+*USI 4 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.800 EB>+0.800 EG+ D+CG+S+EB>+EG+ 5 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.800<EB+0.800 EG+ D+CG+S+<EB+EG+ 6 System Derived 1.333 0.670 D+1.0 W1>+1.0 WB1> D+WI>+WB1> 7 System Derived 1.333 1.0D+I.0CG+I.0S+0.500 W1>+0.500WBI> D+CG+S+W1>+WBI> 8 System Derived 1.333 1.0D+0.500S+1.0W1>+1.0WB1> D+S+W1>+WB1> 9 System Derived 1.333 0.670 D+1.0 W1>+1.0<WBI D+W1>+<WBI 10 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 W 1>+0.500<WB I D+CG+S+W 1>+<WB I 11 System Derived 1.333 I.0D+0.5005+1.0W1>+1.0<WB1 ID+S+WI>+<WBI Design Load Combinations-Girt No. Origin Factor Application Description 1 System Derived 1.333 1.0 W1>+1.0 WB1> WI>+WBI> 2 System Derived 1.333 1.0<W2+1.0 WB I> <W2+WBI> 3 System Derived 1.333 1.0 W1>+1.0<WB1 Wl>+<WB 1 4 System Derived 1.333 1.0<W2+1.0<WB 1 <W2+<WB I 5 System Derived 1.333 0.800 EB> EB> 6 System Derived 1.333 10.800<EB J<EB Desi n Load Combinations-Roof-Panel No. Origin Factor I Application Description 1 System 1.000 11.0 D+1.0 S ID+S Design Load Combinations-Wall-Panel No. I Origin Factor I Application Description 1 System 1 1.333 1.0 WI> Wl> 2 System 1.333 1.0<W2 <W2 Deflection Load Combinations-Framing No. Origin Factor DefH DefV Application Description 1 System 1.000 0 180 1.0 L L 2 System 1.000 0 180 LOS S 3 System 1.000 0 180 1.0 USI* USI* 4 System 1.000 0 180 1.0*USI *USI 5 System 1.000 60 0 0.700 W1> Wl> 6 System 1.000 60 0 0.700<WI <Wl 7 System 1.000 60 0 0.700 W2> W2> 8 System 1.000 60 0 0.700<W2 <W2 9 System 1.000 60 0 0.700 WP WP 10 System 1.000 60 0 0.600 E>+0.600 EG- E>+EG- I I System 1.000 60 0 10.600<E+0.600 EG- <E+EG- Deflection Load Combinations-Purlin No. Origin Factor Deflection Application Description 1 System 1.000 150 1.0s S 2 System 1.000 150 1.0 us I* USI* 3 System 1.000 150 1.0*USI I*USI Deflection Load Combinations-Girt No. Origin Factor Deflection Application Description 1 System 1.000 90 0.700 W1> Iwl> 2 System 1.000 90 0.700<W2 J<W2 Deflection Load Combinations-Roof-Panel No. Origin I Factor Def H DefV I Application Description 1 System 1 1.000 150 150 11.0 S Is VPC File:WI0600080-01OEI.vpc VPC Version:5.3c 1 Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 9 of 37 (Includes 5.000 Collateral 2.500 Frame Weight):Roof:B B E 1.626 psf Entire Brc Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.15+17.500 Snow+ (Includes 5.000 Collateral 2.500 Frame Weight):Roof:B Deflection Conditions Frames are vertically supporting:Metal Roof Purlins and Panels Frames are laterally supporting:Metal Wall Girts and Panels Purlins are supporting:Metal Roof Panels Girts are supporting:Metal Wall Panels Per Article 2.9 in the Builder Agreement,VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Design Load Combinations-Framin No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.000 1.0 D+1.0 CG+1.0 US]* D+CG+US I* 4 System 1.000 1.0 D+1.0 CG+1.0*US 1 D+CG+*US 1 5 System 1.333 1.0 D+0.500 L+1.0 W 1> D+L+W I> 6 System 1.333 1.0D+0.500L+1.0<WI D+L+<W1 7 System 1.333 1.0 D+0.500 L+1.0 W2> D+L+W2> 8 System 1.333 1.0 D+0.500 L+I.0<W2 D+L+<W2 9 System 1.333 1.0D+0.500S+1.0W1> D+S+WI> 10 System 1.333 1.0 D+0.500 S+1.0<W1 D+S+<W I 11 System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 12 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 13 System 1.333 1.0D+I.0CG+I.0L+0.500WI> D+CG+L+WI> 14 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W1 D+CG+L+<W I 15 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W2> D+CG+L+W2> 16 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W2 D+CG+L+<W2 17 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W 1> D+CG+S+W I> 18 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W1 D+CG+S+<W1 19 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W2> D+CG+S+W2> 20 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W2 21 System 1.333 0.670 D+1.0 W 1> D+W 1> 22 System 1.333 0.670 D+1.0<W 1 D+<W1 23 System 1.333 0.670 D+1.0 W2> D+W2> 24 System 1.333 0.670 D+1.0<W2 D+<W2 25 System 1.333 0.670 D+0.670 CG+0.800 E>+0.800 EG- D+CG+E>+EG- 26 System 1.333 0.670 D+0.670 CG+0.800<E+0.800 EG- D+CG+<E+EG- 27 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+0.800 EG+ D+CG+S+E>+EG+ 28 System 1.333 1.0 D+1.0 CG+0.600 S+0.800<E+0.800 EG+ D+CG+S+<E+EG+ 29 System Derived 1.333 1.0D+0.500L+1.0WP+1.0WB1> D+L+WP+WB1> 30 System Derived 1.333 1.0 D+0.500 S+1.0 WP+1.0 WB 1> D+S+WP+WB I> 31 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500 WB I> D+CG+L+WP+WB I> 32 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP+0.500 WB 1> D+CG+S+WP+WB 1> 33 System Derived 1.333 0.670 D+1.0 WP+1.0 WB1> D+WP+WB 1> 34 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0<WB I D+L+WP+<WB 1 35 System Derived 1.333 1.0 D+0.500 S+1.0 WP+1.0<WB 1 D+S+WP+<WB 1 36 System Derived 1.333 1.0D+I.0CG+1.0L+0.500WP+0.500<WB I D+CG+L+WP+<WB1 37 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP+0.500<WB 1 D+CG+S+WP+<WB 1 38 System Derived 1.333 0.670 D+1.0 WP+1.0<WB 1 D+WP+<WB I 39 System Derived 1.333 0.670 D+0.670 CG+0.240 E>+0.800 EG-+0.800 EB> D+CG+E>+EG-+EB> 40 System Derived 1.333 0.670 D+0.670 CG+0.240<E+0.800 EG-+0.800 EB> D+CG+<E+EG-+EB> 41 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240 E>+0.800 EG++0.800 EB> D+CG+S+E>+EG++EB> 42 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240<E+0.800 EG++0.800 EB> D+CG+S+<E+EG++EB> 43 System Derived 1.333 0.670 D+0.670 CG+0.240 E>+0.800 EG-+0.800<EB D+CG+E>+EG-+<EB 44 System Derived 1.333 0.670 D+0.670 CG+0.240<E+0.800 EG-+0.800<EB D+CG+<E+EG-+<EB 45 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240 E>+0.800 EG++0.800<EB D+CG+S+E>+EG++<EB 46 1 System Derived 1 1.333 1.0 D+1.0 CG+0.600 S+0.240<E+0.800 EG++0.800<EB D+CG+S+<E+EG++<EB Design Load Combinations-Bracin No. Origin Factor Application Description I System 1.333 1.0 W1> WI> 2 System 1.333 1.0<W I <W1 3 Svstem 1.333 0.800 E> E> 4 Svstem 1.333 0.800<E <E VPC File:WI0600080-010El.vpc VPC Version :5.3c r 1 Date: 3/24/2006 9-0 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 8 of 37 Shape:Plant Loads and Codes-Shape:Plant City: Northampton County: Hampshire State: Massachusetts Country:United States Building Code:6th Edition Massachusetts Building Code Built Up: 89AISC Building Use:Essential Facilities(Hospital,Fire,Police...) Cold Form: OIAISI Allow.Overstress:Frm: 1.03,Sec: 1.03,Brc: 1.03 Rainfall:5.00 inches per hour Dead and Collateral Loads Collateral Gravity:5.00 psf Frame Weight(assumed for seismic):2.50 psf Collateral Uplift: 0.00 psf Side Type Mag Units Shape Applied to Description A D 2.104 psf Entire Frm Covering Weight-26 Panel Rib+Secondary Weight 1.15:Roof.A A D 0.950 psf Entire Pur Covering Weight-26 Panel Rib:Roof:A B D 2.104 psf Entire Frm Covering Weight-26 Panel Rib+Secondary Weight 1.15 :Roof:B B D 0.950 psf Entire Pur Covering Weight-26 Panel Rib:Roof:B Live Load Live Load:25.00 psf Not Reducible Wind Load Wind Speed:N/A Gust Factor: 1.0000 Wind Enclosure:Enclosed Wind Importance Factor: 1.000 Height Used:34/6/12 (Type:Mean) Least Horiz.Dimension:501010 Base Elevation:0/0/0 Parts/Portions Zone Strip Width: 5/0/0 Primary Zone Strip Width:N/A Basic Wind Pressure: 12.00 psf Snow Load Ground Snow Load: 35.00 psf Rain Surcharge:0.00 Roof Snow Load: 35.00 psf Slope Reduction:1.00 Design Snow(Sloped):35.00 psf Slope Used:7.125 ( 1.500:12) Snow Importance: 1.000 Ground/Roof Conversion: 1.00 Seismic Load Seismic Hazard/Use Group:Group I Seismic Snow Load: 17.50 psf Seismic Performance/Design Category:C Soil Profile Type:Stiff soil(D,4) Aa:0.1200,Av:0.1200 Soil Factor 2.00 Seismic Importance: 1.000 Framing Seismic Period:0.7710 Frame Seismic Factor(Cs):0.0667 Bracing Seismic Period:0.4406 Brace Seismic Factor(Cs):0.0600 Seismic Period Height Used:33/0/0 Framing R-Factor:4.5000 Period Limit Coefficient: 1.6000 Bracing R-Factor:5.0000 Side Type Mag Units Shape Applied to Description 2 E 0.116 psf Rect Frm Seismic:Covering Weight-26 Panel Rib+Secondary Weight 0.79:Wall:2 2 E 0.105 psf Rect Brc Seismic:Covering Weight-26 Panel Rib+Secondary Weight 0.79:Wall:2 2 E 3.333 psf Rect Frm Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:2 2 E 3.000 psf Rect Brc Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:2 3 E 0.148 psf Spec Frm Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.27:Wall:3 3 E 0.133 psf Spec Brc Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.27:Wall:3 3 E 3.333 psf Rect Frm Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:3 3 E 3.000 psf Rect Brc Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:3 4 E 0.120 psf Rect Frm Seismic:Covering Weight-26 Panel Rib+Secondary Weight 0.84:Wall:4 4 E 0.108 psf Rect Brc Seismic:Covering Weight-26 Panel Rib+Secondary Weight 0.84:Wall:4 4 E 3.333 psf Rect Fnn Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:4 4 E 3.000 psf Rect Brc Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:4 4 E 3.333 psf Rect Frm Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:4 4 E 3.000 psf Rect Brc Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:4 4 E 3.333 psf Rect Frm Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:4 4 E 3.000 psf Rect Brc Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:4 A E 1.807 psf Entire Frm Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.15+17.500 Snow+ (Includes 5.000 Collateral 2.500 Frame Weight):Roof:A A E 1.626 psf Entire Brc Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.15+17.500 Snow+ (Includes 5.000 Collateral 2.500 Frame Weight):Roof:A B E 1.807 psf Entire Frm Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.15+17.500 Snow+ VPC File:WI0600080-01OEI.vpc VPC Version:5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 7 of 37 0 2 A Cl) l 7 O in N 4 VPC File:WI0600080-010EI.vpc VPC Version :5.3c r + Date: 3/24/2006 &- Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 6 of 37 U4 User Defined Load-4 U5 User Defined Load-5 U6 User Defined Load-6 U7 User Defined Load-7 U8 User Defined Load-8 U9 User Defined Load-9 UB User Brace Reaction UB 1 User Brace Reaction-1 UB2 User Brace Reaction-2 UB3 User Brace Reaction-3 UB4 User Brace Reaction-4 UB5 User Brace Reaction-5 UB6 User Brace Reaction-6 UB7 User Brace Reaction-7 UB8 User Brace Reaction-8 UB9 User Brace Reaction-9 R Rain Load T Temperature Load V Shear VPC File:WI0600080-01OEl.vpc VPC Version :5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 5 of 37 Load Type Descriptions D Material Dead Weight C Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L Live Load ASL^ Alternate Span Live Load,Shifted Right ^ASL Alternate Span Live Load,Shifted Left PL2 Partial Live,Full,2 Spans S Snow Load US1* Unbalanced Snow Load 1,Shifted Right *US] Unbalanced Snow Load 1,Shifted Left US2* Unbalanced Snow Load 2,Shifted Right *US2 Unbalanced Snow Load 2,Shifted Left SD Snow Drift Load SS Sliding Snow Load RS Rain Surcharge Load PF1 Partial Load,Full,1 Span PHI Partial Load,Half,1 Span PF2 Partial Load,Full,2 Spans PH2 Partial Load,Half,2 Spans W Wind Load W1> Wind Load,Case 1,Right <WI Wind Load,Case 1,Left W2> Wind Load,Case 2,Right <W2 Wind Load,Case 2,Left W3> Wind Load,Case 3,Right <W3 Wind Load,Case 3,Left W4> Wind Load,Case 4,Right <W4 Wind Load,Case 4,Left W5> Wind Load,Case 5,Right <W5 Wind Load,Case 5,Left W6> Wind Load,Case 6,Right <W6 Wind Load,Case 6,Left WP Wind Load,Parallel to Ridge WPR Wind Load,11 Ridge,Right WPL Wind Load,11 Ridge,Left WPAI Wind Parallel-Ref A,Case 1 WPA2 Wind Parallel-Ref A,Case 2 WPB1 Wind Parallel-Ref B,Case 1 WP132 Wind Parallel-Ref B,Case 2 WPC 1 Wind Parallel-Ref C,Case 1 WPC2 Wind Parallel-Ref C,Case 2 WPD1 Wind Parallel-Ref D,Case 1 WPD2 Wind Parallel-Ref D,Case 2 WB1> Wind Brace Reaction,Case 1,Right <WB1 Wind Brace Reaction,Case 1,Left WB2> Wind Brace Reaction,Case 2,Right <WB2 Wind Brace Reaction,Case 2,Left WB3> Wind Brace Reaction,Case 3,Right <WB3 Wind Brace Reaction,Case 3,Left WB4> Wind Brace Reaction,Case 4,Right <WB4 Wind Brace Reaction,Case 4,Left WB5> Wind Brace Reaction,Case 5,Right <WB5 Wind Brace Reaction,Case 5,Left WB6> Wind Brace Reaction,Case 6,Right <WB6 Wind Brace Reaction,Case 6,Left E Seismic Load E> Seismic Load,Right <E Seismic Load,Left EG Vertical Seismic Effect EG+ Vertical Seismic Effect,Additive EG- Vertical Seismic Effect,Subtractive EB> Seismic Brace Reaction,Right <EB Seismic Brace Reaction,Left FL Floor Live Load FL* Alternate Span Floor Live Load,Shifted Right *FL Alternate Span Floor Live Load,Shifted Left FD Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live Load,Right,Right *AL> Auxiliary Live Load,Right,Left <AL* Auxiliary Live Load,Left,Right <*AL Auxiliary Live Load,Left,Left AL* Aux Live,Right *AL Aux Live,Left AL*>(]) Auxiliary Live Load,Right,Right,Aisle I *AL>(1) Auxiliary Live Load,Right,Left,Aisle 1 <AL*(1) Auxiliary Live Load,Left,Right,Aisle 1 <*AL(1) Auxiliary Live Load,Left,Left,Aisle 1 AL*(I) Aux Live,Right,Aisle 1 *AL(I) Aux Live,Left,Aisle 1 AL*>(2) Auxiliary Live Load,Right,Right,Aisle 2 *AL>(2) Auxiliary Live Load,Right,Left,Aisle 2 <AL*(2) Auxiliary Live Load,Left,Right,Aisle 2 <*AL(2) Auxiliary Live Load,Left,Left,Aisle 2 AL*(2) Aux Live,Right,Aisle 2 *AL(2) Aux Live,Left,Aisle 2 AL*>(3) Auxiliary Live Load,Right,Right,Aisle 3 *AL>(3) Auxiliary Live Load,Right,Left,Aisle 3 <AL*(3) Auxiliary Live Load,Left,Right,Aisle 3 <*AL(3) Auxiliary Live Load,Left,Left,Aisle 3 AL*(3) Aux Live,Right,Aisle 3 *AL(3) Aux Live,Left,Aisle 3 AL*>(4) Auxiliary Live Load,Right,Right,Aisle 4 *AL>(4) Auxiliary Live Load,Right,Left,Aisle 4 <AL*(4) Auxiliary Live Load,Left,Right,Aisle 4 <*AL(4) Auxiliary Live Load,Left,Left,Aisle 4 AL*(4) Aux Live,Right,Aisle 4 *AL(4) Aux Live,Left,Aisle 4 AL*>(5) Auxiliary Live Load,Right,Right,Aisle 5 *AL>(5) Auxiliary Live Load,Right,Left,Aisle 5 <AL*(5) Auxiliary Live Load,Left,Right,Aisle 5 <*AL(5) Auxiliary Live Load,Left,Left,Aisle 5 AL*(5) Aux Live,Right,Aisle 5 *AL(5) Aux Live,Left,Aisle 5 ALB Aux Live Bracing Reaction ALB> Aux Live Bracing Reaction,Right <ALB Aux Live Bracing Reaction,Left WALB> Wind,Aux Live Bracing Reaction,Right <WALB Wind,Aux Live Bracing Reaction,Left ALB>(]) Aux Live Bracing Reaction,Right,Aisle I <ALB(1) Aux Live Bracing Reaction,Left,Aisle I WALB>(1) Wind,Aux Live Bracing Reaction,Right,Aisle 1 <WALB(1) Wind,Aux Live Bracing Reaction,Left,Aisle I ALB>(2) Aux Live Bracing Reaction,Right,Aisle 2 <ALB(2) Aux Live Bracing Reaction,Left,Aisle 2 WALB>(2) Wind,Aux Live Bracing Reaction,Right,Aisle 2 <WALB(2) Wind,Aux Live Bracing Reaction,Left,Aisle 2 ALB>(3) Aux Live Bracing Reaction,Right,Aisle 3 <ALB(3) Aux Live Bracing Reaction,Left,Aisle 3 WALB>(3) Wind,Aux Live Bracing Reaction,Right,Aisle 3 <WALB(3) Wind,Aux Live Bracing Reaction,Left,Aisle 3 ALB>(4) Aux Live Bracing Reaction,Right,Aisle 4 <ALB(4) Aux Live Bracing Reaction,Left,Aisle 4 WALB>(4) Wind,Aux Live Bracing Reaction,Right,Aisle 4 <WALB(4) Wind,Aux Live Bracing Reaction,Left,Aisle 4 ALB>(5) Aux Live Bracing Reaction,Right,Aisle 5 <ALB(5) Aux Live Bracing Reaction,Left,Aisle 5 WALB>(5) Wind,Aux Live Bracing Reaction,Right,Aisle 5 <WALB(5) Wind,Aux Live Bracing Reaction,Left,Aisle 5 WALB Wind,Aux Live Bracing Reaction AD Auxiliary Dead Load UO User Defined Load Ul User Defined Load-1 U2 User Defined Load-2 U3 User Defined Load-3 VPC File:WI0600080-01 OE I.vpc VPC Version :5.3c Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 4 of 37 Design Load Combinations-Bracing No. Origin Factor Application Description 1 System 1.333 1.0 W1> WI> 2 System 1.333 1.0<W 1 <W 1 3 System 1.333 0.800 E> E> 4 System 1.333 0.800<E <E Design Load Combinations-Purtiin No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 2 System 1.000 LOD+I.00G+1.OUS1* D+CG+US1* 3 System 1.000 1.0 D+1.0 CG+1.0*US 1 D+CG+*US 1 4 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.800 EB>+0.800 EG+ D+CG+S+EB>+EG+ 5 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.800<EB+0.800 EG+ D+CG+S+<EB+EG+ 6 System Derived 1.333 0.670 D+1.0 Wl>+1.0 WB1> D+Wl>+WB1> 7 System Derived 1.333 1.0 D+I.0 CG+I.0 S+0.500 W1>+0.500WB1> D+CG+S+Wl>+WBI> 8 System Derived 1.333 1.0 D+0.500S+1.0 W1>+1.0 WB1> D+S+W1>+WB1> 9 System Derived 1.333 0.670 D+1.0 W 1>+1.0<WB I D+W I>+<WB 1 10 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 W 1>+0.500<WB 1 D+CG+S+W 1>+<WB I 11 System Derived 1.333 1.0 D+0.500 S+1.0 W 1>+1.0<WB 1 D+S+W 1>+<WB I Design Load Combinations-Girt No. Origin I Factor Application Description 1 System 1.333 1.0 W 1> W 1> 2 System 1.333 1.0<W2 <W2 Design Load Combinations-Roof-Panel No. Origin I Factor Application Description 1 System 1 1.000 11.0 D+1.0 S ID+S Design Load Combinations-Wall-Panel No. Origin Factor I Application Description 1 System 1.333 1.0 W1> W1> 2 System 1.333 1.0<W2 <W2 Deflection Load Combinations-Framin No, Origin Factor Def H Def V Application Description 1 System 1.000 0 180 1.0 L L 2 System 1.000 0 180 LOS S 3 System 1.000 0 180 1.0 US 1* US 1* 4 System 1.000 0 180 1.0*US I *US I 5 System 1.000 60 0 0.700 Wl> W1> 6 System 1.000 60 0 0.700<W1 <WI 7 System 1.000 60 0 0.700 W2> W2> 8 System 1.000 60 0 0.700<W2 <W2 9 System 1.000 60 0 0.700 WP Wp 10 System 1.000 60 0 0.600 E>+0.600 EG- E>+EG- 11 System 1.000 1 60 0 10.600<E+0.600 EG- <E+EG- Deflection Load Combinations-Purlin No. Origin Factor Deflection Application Description 1 System 1.000 150 LOS S 2 System 1.000 150 1.0 us]* US 1* 3 System 1.000 150 1.0*USI �*USI Deflection Load Combinations-Girt No. Origin Factor Deflection Application Description 1 System 1.000 90 0.700 W 1> W 1> 2 S, I 1.000 90 0.700<W2 <W2 Deflection Load Combinations-Roof-Panel No. Ori in Factor I Def H I Def V Application Description 1 I System 1.000 1 150 1 150 11.0 S S VPC File:WI0600080-010EI.vpc VPC Version :5.3c t � Date: 3/24/2006 9M Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 3 of 37 (Includes 5.000 Collateral 2.500 Frame Weight):Roof:A B E 1.805 psf Entire Frm Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.13+17.500 Snow+ (Includes 5.000 Collateral 2.500 Frame Weight):Roof:B B E 1.625 psf Entire Brc Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.13+17.500 Snow+ (Includes 5.000 Collateral 2.500 Frame Weight):Roof:B Deflection Conditions Frames are vertically supporting:Metal Roof Purlins and Panels Frames are laterally supporting:Metal Wall Girts and Panels Purlins are supporting:Metal Roof Panels Girts are supporting:Metal Wall Panels Per Article 2.9 in the Builder Agreement,VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Design Load Combinations-Framin No. Origin Factor Application Description 1 System 1.000 1.0 D+1.0 CG+1.0 L D+CG+L 2 System 1.000 1.0 D+1.0 CG+1.0 S D+CG+S 3 System 1.000 1.0 D+I.0 CG+10US1* D+CG+US1* 4 System 1.000 1.0 D+1.0 CG+1.0*US 1 D+CG+*US 1 5 System 1.333 1.0 D+0.500L+1.0 W1> D+L+W1> 6 System 1.333 1.0 D+0.500 L+1.0<W 1 D+L+<W 1 7 System 1.333 1.0 D+0.500 L+1.0 W2> D+L+W2> 8 System 1.333 1.0 D+0.500 L+1.0<W2 D+L+<W2 9 System 1.333 1.0 D+0.5005+1.0 W1> D+S+W1> 10 System 1.333 1.0 D+0.500 S+1.0<W 1 D+S+<W 1 11 System 1.333 1.0 D+0.500 S+1.0 W2> D+S+W2> 12 System 1.333 1.0 D+0.500 S+1.0<W2 D+S+<W2 13 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W 1> D+CG+L+W 1> 14 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W I D+CG+L+<W 1 15 System 1.333 1.0 D+1.0 CG+1.0 L+0.500 W2> D+CG+L+W2> 16 System 1.333 1.0 D+1.0 CG+1.0 L+0.500<W2 D+CG+L+<W2 17 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W I> D+CG+S+W 1> 18 System 1.333 1.0 D+I.0 CG+I.0S+0.500<W1 D+CG+S+<WI 19 System 1.333 1.0 D+1.0 CG+1.0 S+0.500 W2> D+CG+S+W2> 20 System 1.333 1.0 D+1.0 CG+1.0 S+0.500<W2 D+CG+S+<W2 21 System 1.333 0.670 D+1.0 W 1> D+W l> 22 System 1.333 0.670 D+1.0<W 1 D+<W 1 23 System 1.333 0.670 D+1.0 W2> D+W2> 24 System 1.333 0.670 D+1.0<W2 D+<W2 25 System 1.333 0.670 D+0.670 CG+0.800 E>+0.800 EG- D+CG+E>+EG- 26 System 1.333 0.670 D+0.670 CG+0.800<E+0.800 EG- D+CG+<E+EG- 27 System 1.333 1.0 D+1.0 CG+0.600 S+0.800 E>+0.800 EG+ D+CG+S+E>+EG+ 28 System 1.333 1.0 D+1.0 CG+0.600 S+0.800<E+0.800 EG+ D+CG+S+<E+EG+ 29 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0 WB 1> D+L+WP+WB 1> 30 System Derived 1.333 1.0 D+0.500S+1.0WP+I.0 WB1> D+S+WP+WB1> 31 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500 WB 1> D+CG+L+WP+WB 1> 32 System Derived 1.333 1.0 D+1.0 CG+LO S+0.500 WP+0.500 WB 1> D+CG+S+WP+WB I> 33 System Derived 1.333 0.670 D+1.0 WP+1.0 WB1> D+WP+WB 1> 34 System Derived 1.333 1.0 D+0.500 L+1.0 WP+1.0<WB 1 D+L+WP+<WB 1 35 System Derived 1.333 1.0 D+0.500 S+1.0 WP+1.0<WB 1 D+S+WP+<WB I 36 System Derived 1.333 1.0 D+1.0 CG+1.0 L+0.500 WP+0.500<WB 1 D+CG+L+WP+<WB 1 37 System Derived 1.333 1.0 D+1.0 CG+1.0 S+0.500 WP+0.500<WB 1 D+CG+S+WP+<WB 1 38 System Derived 1.333 0.670 D+1.0 WP+1.0<W13 1 D+WP+<WB 1 39 System Derived 1.333 0.670 D+0.670 CG+0.240 E>+0.800 EG-+0.800 EB> D+CG+E>+EG-+EB> 40 System Derived 1.333 0.670 D+0.670 CG+0.240<E+0.800 EG-+0.800 EB> D+CG+<E+EG-+EB> 41 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240 E>+0.800 EG++0.800 EB> D+CG+S+E>+EG++EB> 42 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240<E+0.800 EG++0.800 EB> D+CG+S+<E+EG++EB> 43 System Derived 1.333 0.670 D+0.670 CG+0.240 E>+0.800 EG-+0.800<EB D+CG+E>+EG-+<EB 44 System Derived 1.333 0.670 D+0.670 CG+0.240<E+0.800 EG-+0.800<EB D+CG+<E+EG-+<EB 45 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240 E>+0.800 EG++0.800<EB D+CG+S+E>+EG++<EB 46 System Derived 1.333 1.0 D+1.0 CG+0.600 S+0.240<E+0.800 EG++0.800<EB D+CG+S+<E+EG4-i-<EB VPC File:WI0600080-010EI.vpc VPC Version :5.3c e a Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM Page: 2 of 37 Buiildung Loading, Epaludt~d Repast ' ` Shape: Storage Bldg Loads and Codes-Shape:Storage Bldg City: Northampton County: Hampshire State: Massachusetts Country: United States Building Code:6th Edition Massachusetts Building Code Built Up: 89AISC Building Use:Essential Facilities(Hospital,Fire,Police...) Cold Form: OIAISI Allow.Overstress:Fnn: 1.03,Sec: 1.03,Brc: 1.03 Rainfall:5.00 inches per hour Dead and Collateral Loads Collateral Gravity:5.00 psf Frame Weight(assumed for seismic):2.50 psf Collateral Uplift: 0.00 psf Side Type Mag Units Shape Applied to Description A D 2.079 psf Entire Frm Covering Weight-26 Panel Rib+Secondary Weight 1.13:Roof.A A D 0.950 psf Entire Pur Covering Weight-26 Panel Rib:Roof:A B D 2.079 psf Entire Frm Covering Weight-26 Panel Rib+Secondary Weight 1.13:Roof:B B D 0.950 psf Entire Pur Covering Weight-26 Panel Rib:Roof:B Live Load Live Load:25.00 psf Not Reducible Wind Load Wind Speed:N/A Gust Factor: 1.0000 Wind Enclosure:Enclosed Wind Importance Factor: 1.000 Height Used:22/6/12 (Type:Mean) Least Horiz.Dimension:501010 Base Elevation:0/0/0 Parts/Portions Zone Strip Width: 5/0/0 Primary Zone Strip Width:N/A Basic Wind Pressure: 12.00 psf Snow Load Ground Snow Load: 35.00 psf Rain Surcharge:0.00 Roof Snow Load: 35.00 psf Slope Reduction: 1.00 Design Snow(Sloped):35.00 psf Slope Used:7.125 ( 1.500:12) Snow Importance: 1.000 Ground/Roof Conversion: 1.00 Seismic Load Seismic Hazard/Use Group:Group 1 Seismic Snow Load: 17.50 psf Seismic Performance/Design Category:C Soil Profile Type:Stiff soil(D,4) Aa:0.1200,Av:0.1200 Soil Factor 2.00 Seismic Importance: 1.000 Framing Seismic Period:0.5494 Frame Seismic Factor(Cs):0.0667 Bracing Seismic Period:0.3139 Brace Seismic Factor(Cs):0.0600 Seismic Period Height Used:21/0/0 Framing R-Factor:4.5000 Period Limit Coefficient: 1.6000 Bracing R-Factor: 5.0000 Side Type Mag Units Shape Applied to Description I E 0.131 psf Spec Frm Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.02:Wall: 1 1 E 0.118 psf Spec Brc Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.02:Wall: 1 I E 3.333 psf Rect Frm Seismic:Covering Weight-50.00 NBVP-Masonry:Wall: 1 1 E 3.000 psf Rect Brc Seismic:Covering Weight-50.00 NBVP-Masonry:Wall: 1 2 E 0.111 psf Rect Frm Seismic:Covering Weight-26 Panel Rib+Secondary Weight 0.71 :Wall:2 2 E 0.100 psf Rect Brc Seismic:Covering Weight-26 Panel Rib+Secondary Weight 0.71 :Wall:2 2 E 3.333 psf Rect Frm Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:2 2 E 3.000 psf Rect Brc Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:2 3 E 0.132 psf Spec Frm Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.04:Wall:3 3 E 0.119 psf Spec Brc Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.04:Wall:3 3 E 3.333 psf Rect Frm Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:3 3 E 3.000 psf Rect Brc Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:3 4 E 0.108 psf Rect Frm Seismic:Covering Weight-26 Panel Rib+Secondary Weight 0.68:Wall:4 4 E 0.098 psf Rect Brc Seismic:Covering Weight-26 Panel Rib+Secondary Weight 0.68:Wall:4 4 E 3.333 psf Rect Frm Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:4 4 E 3.000 psf Rect Brc Seismic:Covering Weight-50.00 NBVP-Masonry:Wall:4 A E 1.805 psf Entire Frm Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.13+17.500 Snow+ (Includes 5.000 Collateral 2.500 Frame Weight):Roof:A A E 1.625 psf Entire Brc Seismic:Covering Weight-26 Panel Rib+Secondary Weight 1.13+17.500 Snow+ VPC File:WI0600080-01OEl.vpc VPC Version :5.3c Rr a Date: 3/24/2006 Revised Reactions Package 3-24-2006 Time:3:41:37 PM R Page: 1 of 37 VP Buildings, Inc. 3200 Players Club Circle Memphis, TN 38125-8843 STRUCTURAL DESIGN DATA Project: Cooley Dickinson Hospital Name: WI0600080-010EI Builder PO #: Jobsite: 30 Locus St. City, State: Northampton, Massachusetts 01060 County: Hampshire Country: United States TABLE OF CONTENTS BuildingLoading- Expanded Report....................................................................................................................2 Reactions - Expanded Report............................................................................................................................... 12 0A w� T"4y DEAN M, KPH v No.G2B6 Prepared By: Dean M Zoesch, P.E. ZZ - VPC File:WI0600080-0IOEI.vpc VPC Version :5.3c (e _ � 8 -�1 7 COOLEY DICKINSON HOSPITALn.iL DmuMC)UTH-H ITCHCOCK ALLIANCE, TO: Anthony Patillo, Building commission, City of Northampton FROM: Tim Singleton, CDH -/Z5 DATE: July 27, 2006 SUBJECT: The New Woodchip-Fired Boiler building Fire Protection Cc: Bill Crocker, Crocker Builders Tony, This memo confirms that Cooley Dickinson Hospital will provide you with sprinkler drawings and calculations for the new woodchip-fired boiler building prior to the end of the day, August 11th, 2006. This work will be coordinated with the documents provided from Crocker builders that have been submitted to you for the building permit. Please feel free to contact with Bill or myself with any questions or concerns. Thanks Tim Singleton Project Manager Cooley Dickinson Hospital - Rz° of �,TortlIaIIIp 011 - -- A E ZA3%achnarlfa* — DEPARTMENT OP BUILDING INSPECTIONS 212 Alain Street ' Municipal Building Northampton, Mass. 01060 OIUCC IZ'S C O\'Q'EN S 11 TIO N. lM S URAN CF AF F A�r1'T .' (l;ccnsr'YJperm)lice) (p;honc.,)Ig r3 ?3_7903: (sn-�t1a t}/s1aLc�zi p) do hereby certify under tlic.pa_ins and penalties of perjury., h:i (►/� I am an employer providing die iollowine %ti,ork&s comocns:don cove zgc For In), efuplovices worhang on Ous job: kX,M -S 3'" ecyc,S'-Ko -- Oy IC31 b? (Iamr-�n= Coopz-ny) (police: N.0-aoer) (T_:-Ex on Dzcc-) ( ) I am a sole proprictor, general contractor or homeowner (ci:cie one) a9d have hired the cones actors fisted below vgbo have the iolloWiog worker's comoe,2sadon policies: (l+flIDe of con rncwr) (lRS�r3rtt;: COIi7D�'1)'/l�ol)C:i ?<<umLC:) -- (--? )I T-3 DatC)r; (Name of Coocraaor) (tnsliznc;. Comoaz a?o!ie; NtrmCrr) (`L-kvtr Lion Date) (Name of Coanaaor) (Instuanc-z Compan)-RoUq- Numb r) (Exairoou Date) (Name of Coutmaor) (Losuranc-c Comcamy/PoUcy Number) (Ea-puaiiou Da1c). (atuc3_d-!i�ocs!:3cc ifaoo�,io atcudc iafortn.aoa pcstaiaia.6 to.11 coa'S-_CA:1) _ O I am a sole proprietor and have no one worh-ing for me. 4 ( ) I am.a home owner performing all the work (nyse!F. NOTE:plese be ew-zm th•. .{,Je bemco.ven +-bo ccirploy p-soat to d7 n c=,,.=,-o cr trnu work oo a d%—ll-Z of oat more th:.n `—roc—L-3.ij is ui ch tlx bocnoowvcr r,.d,,,or oa the OUOA; 2,�tbees�- ax&7=3a-jnY oc-and-rnd to Lc eisploye3 unC-the—�-ism Aa(GLI-12:a 1(5)),appLi.6oa try a bomcowvc fcr a lice.cc pumit r=y cv-i6 c the IcpJ Mau of en exployo uoda df Wocicc z CocVpo .zioo Ad_ S uodass..ad 1hd x oopy of tbi.mtemcax m„y be f--A—,tiod to tba Dep ucmevt of Induzri.1 A—&.%'OM—of b>ti for the cov—Esc vaicc=600 aad tau to soatre EoveTase trndcs soc6oa 2 S A of h(GL 151 can Leal to the i=�oa of aic i peathirs comismg of■rtne of up to S 1300.00 andlor iMqru =of up to ooc year rod a%il pca.1'.io in d7,forth ora Stop Work Ord-aad s CIW of 5100.00.d-,y.p.iaa ax For dcp.r --J u. only Permit Number C> htap;; Lot" 1: Sigurturc of Lic=iscr Pcrnuucc Le 1 Versionl.7 Commercial Building Permit May 15,2000 f SECTION.10-STRUCTURAL PEER REVIEW..(Z8Q CMR 110,1.1] - Independent Structural Engineering Structural Peer Review Required Yes No SECTION 11=OWNER AUTHORIZATION=TOBE COMPLETED:WHEN OWNERS AGENT.OR CONTRACTORAPPLIES FOR BUILDING PERMIT { as Owner of the subject property i j hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. i Ci n�fn 0 of ..., ...g. ....... ...... vote h , ,!+•' !- �•— �� •1 n���� � — �--��• k•-� � 1,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and Denalties of pedua. Print Name Signature of nedA nt Date SECTION.12'-+CONSTRUCTION>SER�/ICES. 10.1 Licensed Construction Supervisor: Not Applicable ❑ a Name of License Holder:; w•��'�''" '2' J License Number cQoCkEQ ►3v�\ ..,� a�,,� s..,c. ( .►_/ 19 aOb V Address _ Expiration Date Signature Telephone SECTION 13 WORKERS'COMPENSATION INSUFZANCE-AFFIDAVIT(M:G.L..c.152.§;25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buil ing permit. Signed Affidavit Attached Yes No 0 r Version 1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN.AND GONt RUCF[ON SERVICES-E,OR BUILDINGSrAND STRUCTEtEtES tJI§JECFAO -._ _ _ - CONSTRUCTION CONTROL PURSUANT`TQ 780-CMR'116-(C DETAINING MORE THAN 35,OOQ C:F.OF'ENCLOSEDSPQCE) 9.1 Registered Architect 1 Not Applicable ❑ Name(Registrant): � Registration Number �— A s � =2---- ExPiradodDate Sig Lure ` Telephone 9.2 Registered Professional Engineer(s): ; Name Area ai Resporisiuiliiy i 7 J1 i,' 21 Gov Address Registration Number x-13-)3 1 a6 3 vG Signat5re Telephone Expiration Date I Name Area of Responsibility i Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility E i Address Registration Number Signature Telephone Expiration Date I Name Area of Responsibility i Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Cc�c.Ee C,N oc � r�r Not Applicable❑ Company Name: A I f W�\\\A M (' �Ztt,S: i Responsible In Charge of Construction SPC-ItMC,c\ . MA "tcxl Address Signature Telephone Version 1.7 Commercial Building Permit May 15,2000 Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 1 I + Frontage Setbacks Front C Side L:' I R:� I L:{ f R:= i i 3 Rear -Buiid"mg Heig it-- Bldg.Square Footage 1 Open Space Footage % _ (Lot area minus bldg&paved I ( I arldn ) #of Parking Spaces I Fill: volume&Location) 9 A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW YES 0 IF YES, date issued: L IF YES: Was the permit recorded at the Registry of Deeds? NO "0 DON'T KNOW Q YES Q IF YES: enter Book ? Page: and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained , Date Issued: C. Do any signs exist on the property? YES 0 NO 0 IF YES, describe size, type and location: I D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ` NO 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. 10 Version 1.7 Commercial Building Permit May 15,2000 SECTION 4 .COHSTtiUGTtON SERVICES FORLPROJEET LESS THAN 85;O60 CUBIC 1EEET O ENCLOSED SP/CCE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑ Brief Description ;Enter a brief description here. Of Proposed Work: -SECTION 5-USE GROUP-ANR CONSTRUCTIOFI TYPE'w. USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ .� Business _ - E Educational ❑ 26 0 F Factory ❑ F-1 Or F-2 © 2C Q H High Hazard ❑ 3A ❑ Institutional ❑ I-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility El Specify: ' j M Mixed Use ❑ Specify:s S Special Use Specify- --------j COMPLETE THIS SEGT[ON TF EXISTING BUILDING lll�[DEF2G01[ G REI�IUATGOIVS A[1L1'ITtONS1L1OR Cf fAIVGE tN USE - = - Existing Use Group. I Proposed Use Group: ' P P: ` Proposed Hazard Index 780 CMR 34 I Existing Hazard Index 780 CMR 34): P ) SECTION GBUILDINGEHE(GHTAND AREA;- BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION Floor Area per Floor(sf) 1st 2nd 3rd i 4th Total Area(so Total Proposed New Construction(sf) Total Height(ft) Total Height ft— � 1 S c_k 110' 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public E] Private E] Zone ! Outside Flood Zone[] Municipal ❑ On site disposal system Versionl.7 Commercial Building Permit May 15,2000 - a City of Northampton Building Department 212 Main:Street ev>� Room'100 , Northampton, MA 01060 phone 413-587-1240 Fax 413-587-1272 Ip - t; ` APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING rSECIION ,_S17r iNEORMATION _ -- -"-Property-Addres : tt�s-sectro to be compCe#edl� Office_ #_ j § � 3... a w : 3o Lde�� SCea l i rtp }Y OverCa Dtslinctx MIN SEGTIOTI Z PROPERTY ov ERSHIP!AtiTHORIZED AGENT 2.1 Owner of Record: �►e Name(Print) Current Mailing Address: MA 01vC 1 Signature Telephone Li t 3 S%O\ — a 59 k 2.2 Authorized Agent: I i Name(Print) Current Mailing Address: I Signature Telephone --SECTION 3-;ESTIMA TED,CONSTRUCTION-COSTS' Item Estimated Cost(Dollars)to be Of fiat Use©h1v completed by ermit applicant 1. Building ; (a)Building,Permit:Fee I r 2. Electrical I (hj Estimated Total.Cost of ' q s ( 'Construction 3. Plumbing Buildmg.Perinit Fee 4. Mechanical(HVAC) I 3 t f Gtr,p� 5. Fire Protection r, 6. TotaC=0 +2+3+4+5) -Check Number'( r�. ,.This Se n For.:Officiak Lite Onl Bnlldirig Perm it lumber Dsfe issued: Signature Building.Commissioner insp'ector of Buildings Date 30 LOCUST ST BP-2006-1103 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23B-046 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category BUILDING PERMIT Permit# BP-2006-1103 Project# JS-2006-1627 Est. Cost: $395000.00 Fee: $3400.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: CROCKER BUILDING CO INC Lot Size(sq.ft.): 667077.84 Owner: COOLEY DICKINSON HOSPITAL INC Zoning:M Applicant: CROCKER BUILDING CO INC AT: 30 LOCUST ST Applicant Address: Phone: Insurance: 186 STAFFORD ST (413) 737-7803 SPRINGFIELDMA01104 ISSUED ON. TO PERFORM THE FOLLOWING W ONSTRUCT WOOD FIRED HEAT PLANT POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building $3400.00023287 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo File#BP-2006-1103 APPLICANT/CONTACT PERSON CROCKER BUILDING CO INC ADDRESS/PHONE 186 STAFFORD ST SPRINGFIELD (413)737-7803 PROPERTY LOCATION 30 LOCUST ST MAP 23B PARCEL 046 001 ZONE M THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT F e Paid \,43uilding Permit Filled out cc r aiu T_ypeof Construction: Building for Wood Fired Heat plant New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 3 sets of Plans/Plot Plan t l J THE F LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFqRMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Stree ommission Signature of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. BP-2006-1103 GIs#: COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Lot: -001 Permit: Building Category BUILDING PERMIT Permit# BP-2006-1103 Project# JS-2006-1627 Est. Cost: $395000.00 Fee: $3400.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: CROCKER BUILDING CO INC Lot Size(sq. ft.): 667077.84 Owner: COOLEY DICKINSON HOSPITAL INC Zoning: M Applicant: CROCKER BUILDING CO INC AT. 30 LOCUST ST Applicant Address: Phone: Insurance: 186 STAFFORD ST (413) 737-7803 SPRINGFIELDMA01104 ISSUED ON.81112006 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT WOOD FIRED HEAT PLANT POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 8/1/2006 0:00:00 $3400.00023287 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo -FROM :'AP ELECTRIC FAX NO. :413-567-2228 Jul. 16 2007 10:04PM P3 Check Image. Page I of I Check Image +\+•\...�r�\.ry�r�\+r\r.•rr.'\r�.+�\r��'r\+..r,s+,\rr\r,\/.�r�\r/'\'/\':\` '�\+ ♦rr\+r\+.�..,\+•\♦lam+-\/+\+ . r/\+ ,vr ZAP ELECTRIC INC. 785 wAUMIs sT.#191 t�o�ucii�ritx�w,uu et toe Isla)zoaeou � �_ s�o►7�t�ie 05123/06 E-36Pw- PAY TO T14e pi 3 f J 6 DOLLARS Y Citizens Bank 3 traA �� � e'00 i ��' t: i0�Q 1?StL l 3 Cis' ,�CJOOdO 3'3 500 ' ' I This is an image of an item(chec(,substitute check,'or debit memo}which has posted to your account.Items resulting in a non-sufficient fund situation may not have been paid. Unpaid items will show as a credit item in your account history on the business date following the date the item was presented. bttps://wwwl.citizensbankonline.com/efs/servlet/efsonline/image*sp7TransID=130556938212006... 7/16/2007 htt?s://wwwl.citizensbankonlme,corn/efs/servlet/efsonline/image.jsp?TranslD=l 3955693$212006.__ 7/16/2007 Check Image Page 1 of l Check Image "t � .. {. l��: .r- nil�.� �S� n f�'a "'% �•t�i'�i�.�.�`<: �F•p„yt`¢y .:'1,.1., It I n � ,� r';.T:`<S .,,�;�'rZ', .{� l' .c •p 1 w Y,ti� t, a;:f,�. �tL y//,, �tvr �t.. .�4 ..h '�. ;;` �...� f...r: :��':. �1� - '�'. ('. 1.�...1�f,'I'�u 1"• \`i.•�`..'.:+::;itl�... ,1r1''i x , Mt pf4 Z•,, A1., } f:•-rM t.`t` < 'Y.1 0 'r Y (f �A 'A...�M1•?'�D'k. .M.1 I y Z ( C '�°t, /p� t f�X' 1 1 �� :� ;; y-1�{• ,, } t'{�. r •r,�ny4j-nii�`yf yr t a✓ 1 �. n `�aj, .y� ' �, wLr�* t J;z 1. �», '"f* ! 4,r� ' I,�ryP 4��, t.iyaly�,jy�y 1�`"�Wb�'!��,��i � t � I }'r •'� .+N,rFUL.NjWa�t•Ja+nr�rW M'J�}.\ +y. *�'j: ;• 4 411. .r 1 G-1�At" G � ���1�.�F`,C ..1'• Imo✓'! 4F h} y \.�;54�y�^!'�"'L'P-`�} ^/r„�� '�MJ, "'�• r rr'! �„ .1 e (Y r ..K`� ri;,v r ! 4.;v SK ..���J iJ /c;.�',k 5,� �;. �.k 4[r t?-Jii��:.f�.H n�.,�v�,t�..r a.. \ f This is'an image of an item(check,substitute check,or debit memo)which has posted to your account.Items resulting in a non-sufficient funds situation may not have been paid.Unpaid items will show as a credit ih®m in your account history on the business date following the date the item was presented. FROM :ZAP ELECTRIC FAX NO. :413-567-222U Jul. Commonwealth of Massachusetts Official Use Only .�, Department of Fire Services Permit No. BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 111991 (leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION} Date: 6113/06 City or Town of: Northampton To the Inspector of Wtires: By this application the undersigned gives notice of his or her intention to perfoam the electrical work described below. Location(Street&Number) 30 Locust St Owner or Tenant Cooley-Dickinson Telephone No. 413-582-2000 Owner's Address Is this permit in conjunction with a building permit? Yes dt No (Check Appropriate Box) Purpose of Building commercial boiler plant Utility Authorization No- Existing Service Amps Volts Overhead Undgrd No.of Meters Ytew Service Amps I Volts Overhead❑ Ylndgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: power new boiler plant (copy of prints attached) Cons Mono the following table maybe waived by the!n; ctor of Wires_ No_of Recessed Fixtures No.or Ced Susp-(Pad.die)Faros No.of Total T"Usforyners KVA No.of Lighting Outlets No-of Hot Tubs Gtnermors KVA Alwvc In- o- ttergauy tang No.of Lighting fixtures 8mimmiwg Rod grad. {7 rnd. ❑ Wtm Units No.of Receptacle Oviders No.df"Oil Burners FIRE ALARMS No,of Zooes No-of Switebes No.of Gas flarners No-of.Detection and wtiati b4nices No-of Range% No.of Air Coed., Tot" No.of Alerting Devices No,of Waste Disposers Beat Pump Yaftber Tone dfVV No.of self-Coetsined Torala: DMeetiod/Aitirtipg Devices No-of(Dishwashers Space/Ares Heating KW Local ❑ Manicipel ❑ Othtf Connection No or Dryers Heating AppNances KW Security Noy ooDe cvices or Equivalent No.of Water K No.of No.of Data Wiriog: Ideates 2gas Ballasts No,of Devices or Equivalent No.Hyd,romumagc HathtubA No.of M[otota Total lip Teleeommaoications Wiring: No,of Devices or E uivalent OTHER: Attach additional dewy if desired or as required by the Inspector of Wires, INSURANCE COVERAGE:-Unless waived by the owner,no permit for the rmancc of ciocttical work may issue unless the licensee provides proof of liability insur- ance including"c rroctcd opav lot,,covcnagc or its substantial equivalent Tl&r mgncd cartifies that such coverage is in forte.and has exhibited proof of same to the permit issuing office. CHECK ONE:_ INSURANCE X BOND ❑ OTKER ❑ (Specify:) Esti mated Value of Electrical Work: over$100,000. �ynawn Date) (When required by municipal policy.) ( Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I Certify,under thepains and pe+ealdes ofperjury,hear the infornwtion on this application it mwe and com'plet'e. .FIRM NAME: Zap.Elcctric,Inc LIC,NO.: 16547A Licensee: Jaynes Jaron Signature LIC.NO.: (Ifapplicable,enter"exempt"in the license number lift) Bus_Tel.No.: 413-204-044 Address: 785 Williams Street(1181 Longmeadow.MA 01106 AIt.Tel.Na: 413-567-0927 OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally roquirvd bylaw. By my signature below,I hereby waive this requirement.,I am the(check one)❑owner ❑owner's agent. Owner/Agent Signature Telephone No. _ -_ -- FEA KIT FEE.VJS FROM :?AP ELECTRIC FAX NO. :413-567-2228 Jul. 16 2007 10:03PM P1 FAX TRANSMISSION TO: FAX #: � 3 FROM: TO, Zap Electric, Inc. FAX #: 413-642-0267 PAGES: `"/ DATE: _ NOTE. C� c5) MA. LIC_ 16547A CT. LIC. 190912 785 WILLIAMS STREET#181, LONGMEADOW, MA 01106 OFFICE: 413 567 2228 / FAX: 413 642 0267 E-MAIL: info@zap- electricxpm / WEB SITE: WWW.Zap-eleCtriC.com x�$ 0 INC. -ELECTRIC WE'RE FOWMEO INTO YOUR NEEDS Cooley Dickinson Hospital Scott Johnson, Asst. Maintenance Director 30 Locust St Northampton, MA 01061 July 30, 2007 Dear Mr. Johnson, This letter is to acknowledge that the electrical for the woodchip plant at Cooley Dickinson Hospital has been completed. The fire alarm has been tested by Lee Audio and inspected by the Northampton Fire Dept. Sincerely, Jam aron President, Zap Electric, Inc. JAMES E.JARON MASTER ELECTRICIAN MA LIC. 16547A FULLY INSURED 785 WILLIAMS STREET#181, LONGMEADOW, MA 01106 OFFICE: 413 204 9044/ HOME: 413 567 0927/FAX: 413 567 2228 Ju1. 21. 2007 9:37AM No 8831 P. 3 Pressure Testing Record Job Name: if i7Q Job No. a �c%— mss' a 2 Date: 4/--/02—C9 7 �� Item Manufactured By: Item Manufacuted For: Location of Item: it®/� Iter&System Tested(desc): Identification/Serial#: r.2 p- (>a -- D / (if appliciable) V e G, a p d MA.WP: 7 a o psig Date of Test: 7 Desired Test Pressure: ! i psi& Test Pressure A lied: -Yz—e9 psig Minimum Test Tem .: -Pr OF Test Temperature: - ,S`� OF Maximum Test Temp.: OF Gauge Number: o o g I- -r Test Duration: min Additional Remarks: Test Conducted By: Name: Test Witnessed By: Name: Q.oC9 Name: Name: g / i i Jul. 27. 2007 9:37AM No, 8331 P. 2 FORM P-4B MANUFACTURERS'DATA REPORT FOR FIELD INSTALLED MECHANICAL ASSEMBLED PIPING As Required by the Provisions of the ASME Code Rules,Section I 1. Manufactured by: Bouilbire Falmec Inc./Falmec Boiler Inc. Order No. PAB ID No N/A trarm we msnu/x.9� 2. Manufactured for; AFS Energy Systems, Lemoyne, PA Order No. A461-4362 rMM we XWr=awrCmai 3. Location of Installation Cooley Dickenson Hospital 30 Locust Street, N'ton MA Boiler Registration No D3742.6(NB 41) 4.Identification: Piping Registration No. (Main steam,boo reed,bowoff or 0UW sw%km pppog-Me S. Design Conditions of Piping 300 4SO Specified by Bouillorie Falmec Inc./Falmec Boiler Inc. (Premrs) (temperature (Name of Code Design by 6.The chemical and physical properties of all piping meet the requirements of material speclflC3UDns of the ASME BOILER AND PRESSURE VESSEL CODE. The design(as indicated on line 14,Remarks),construction,and workmanship conform to ASME Rules,Section I of ASME Boiler and Pressure Vessel Code. 2004 ,Addenda to ,and Code Cases year (Date) um rs 7, Description of Piping: (Includes materials Identifications by ASME specification or other recognized Code designation.) 6"ASME 816.34-AP1600 300#Auto Non-Return Valve,6"ASME B16.34 300#Gate Valve, 314"MSS SP80 Gate valve,N4" Threaded A105 Schedule 80 Feedwater•Threaded 2"A106 sch 40&80 pipe,2"800#gate valves, 1-12"800#globe valve, 2"800#globe valve —T-_ 300#swp 90's, 300#swp Tee, 1/4 600#ball valve(These items may appear more than once in the piping assembly). 8.Shop Hydrostatic Test 450 9.Remarks CERTIFICATE OF FIELD ASSEMBLY COMPLLANCE we certify that the field assembly of the described piping conforms with the requirements of Section I of the ASME Boller and Pressure Vessel Code,Our Certificate of Authorization No. 28105 to u5e,> e(A)(S or(PP) PP Symbol Expires October 31,2009 Date j/fs/C/ Sigma ( Name Notch Mechanral Constructors (�wwcm agparanaow) P�id°! CERTURCATE OF FIELD ASSEKOLY INSFECTION I,the unde Igned,holding a valid commission Issued by the Nail nal Board of Boiler and Pressure Vessel Inspectors and/or the State or Province Of and employed by ge/31" have c are statements in this Manufacturer's Report WIF the described piping and state that the parts referred to as Data items ,WInduded In the CertIficate of Shop Inspection have been Inspected by me and that to the best of my kno edge and belief,thdmman cturer andfor assembler has constructed and assembled this piping In accordance with the applicable sections of the ASME Baler and Pressure vessel Code.The described piping was inspected and subjected to a hydrostatic test of /,/snT� By signing this certificate neither the inspector nor his employer makes any warranty,expressed or implied,concerning the piping described in this Manufacturer's Data Report. Furthermore,neither the Inspector nor his employer shall be liable In any manner for any personal Injury or property damage or a loss of any nd arising fro or connected with this inspection. Date 4A" /Z '-V Z ,� �j� Commissions !Z9 77�- 14rtAd�d Insped-) CI Board ncJ erborsementa)S1aDe,Yrov.and No This form(E00108)may be obtained from the Order Dept.,ASME,22 Law Drive,Box 2300,Fairfield,N)07007-2300. J u 1. 27. 2007 9:37AM No, 8331 F. 1 NOTCH Mechanical Constructors 85 L4=Y Street,Chicopee,MA 01013 1mjI Tel: 413-5.94.4440 Fax 413,534-4111 � Piping Welding . MilkwigWng V FACSDI.E COVER SHEET DATE: COMPANY: ATnExnON d FAX#: . FROM: y TOTAL NUMBER of SHEm INc[.upiNC CovER Sir !f you have any problems please ca!/us at 1.413-534-3440. MEMO: � s r Fueling the Future energy systems g October 24, 2007 Cooley Dickinson Hospital 30 Locust Street Northampton, MA 01061 Attn: Norm Welch Subject: Wood-Fired Boiler System Dear Sir: Per your request I am offering the following information; In May of 2007 we substantially completed the installation of your new 600 hp AFS Wood-Fired Energy System. We have provided training and also have run all components of our system. The State pressure piping inspector has witnessed our pressure tests and also has provided you with the necessary stamping of the boiler. The final commissioning and stack testing are the only remaining portions of this job which we have not completed. We thank you for your business and we will be looking forward to when you can schedule final compliance testing and commissioning can occur. Sincerely, AFS Energy Systems Ahn A. Frailey, PE V-President Cc: Jay F. Clark—AFS Energy Systems AFS Energy Systems Design-Build Engineers . Fabricators . Contractors H cadyua r*crs: Fabrication: www.Al,'Senergy.com 420 Oak Street--PO Box 170 416 Oak Street info@A1,Scnergy.eom Lemoyne,PA 17043 Lemoyne,PA 17043 (717)763-0286 Phone (717)730-6050 Phone (717)763-1066 Fax (717)730-6781 Fax {TEM Parr FWr r 1WW-SACV41J T5 20D_7-1tl�f QIU4 of -Xiorrt4amptian ,�� '�. ; �1Rttssttrlfusrfis "" - DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building Northampton, MA 01060 INSPECTOR Norm Welch Cooley Dickinson Hospital 30 Locust Street Northampton, MA 01060 November 5, 2007 Re: Wood Chip Boiler Plant, 23B-046 Norm, I received a faxed copy of the letter from AFS to the hospital, dated October 24, 2007. This letter does not satisfy the requirements of the Massachusetts State Building Code, 780 CMR, chapter 1, section 116.2.1 (Design); "All plans, computations and specifications involving new construction, alterations, repairs, expansions or additions or change in use or occupancy of existing buildings shall be prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and shall bear his or her original signature and seal, or by the legally recognized professional performing the work, as defined by M.G.L. c. 112, §81R. Said signature and seal shall signify that the plans, computations and specifications meet the applicable provisions of 780 CMR and all accepted engineering practices." Before we can issue a certificate of occupancy for the heat plant, we require that you submit stamped and signed copies of plans used for the construction of the plant or signed, stamped plans of the plant as-built. We also require, prior to issuing a certificate of occupancy, letters of substantial completion from the supervising individuals. We have received signed, stamped plans for the building shell and a letter of substantial completion for the shell from Lawrence Tuttle. We still need signed, stamped plans and letters of substantial completion for the rest of the project. We cannot issue a certificate of occupancy for that plant until we have those items. Additionally, the final electrical and plumbing inspections need to be completed and signed off. I have consulted with the electrical and plumbing inspectors and do not foresee a problem with those final inspections. Feel free to call if you have any questions. Our telephone number is 587-1240 and our office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting that we close at 12:00 noon on Wednesdays. My email address is: Ihasbrouck(a)city.northampton.ma.us. Thank you for your cooperation in this matter. Louis Hasbrouck City of Northampton Loral InspP(,tnr and Zoning Enforcement Ihasbrouck(aD-city.northampton.ma.us Z3� ,®�� The Commonwealth of Massachusetts Division of Professional Licensure 239 Causeway Street, Suite 500 Boston, MA 02114 www.pcshq.com 877-887-9727 December 10, 2007 Mr.John A. Frailey 17 Ray Road Middletown, PA 17057 RE: 'TEMPORARY PERMIT 2007-181-PE Dear Mr. Frailey, In accordance with Section 81R-e of Chapter 112, of the General Laws, you are hereby granted permission to practice PROFESSIONAL ENGINEERING in the Commonwealth of Massachusetts for a period of thirty days from: DECEMBER 11, 2007 The procedure for using your PENNSYLVANIA SEAL on a plan or document in Massachusetts under this permit is to write under the seal the following: TENII'(-)T1zARY PERMIT MASSACHUSETTS 2007-181-PE Sin d-te.iy, yej ,'nette Sieradski ssachusetts Coordinator ' - Y,t , r r�t.. a ,s xr + 3 s r h - ~;z s ,.} •""�.,.. a^ �`^` F _ r a ,y "1 a 'ta,� h .a�z«' tub "�," n. -+ " . .�'r..� ugps Ac - r t ` h ¢' adz b � „# z ,.y Y, t a � .,�..� � {yx„' R� •. �� .€ ,£ ,��t-s a .��`�', „sue. x��.� .� � � e t�'t'' °b- vz '�.:, ;� ''�� ;� `' r ,+t i�a,�, 4*. f�� '��#� "s� cu•� f�' `°z � °y" �.3� w� y b' Q, to 5 ID STAN W: wwi .p -^'" 'y #;` . 92 ANA s z a +#r e a zt r y.'� r 1 e was [ a' r - MEN - x' t a # :_ a '! z s:t " #,m .' \ # � Tys k^ k ' F `a a F �ter 3r:�i;; d ax t4� s, x ^^y'.. s " ',�• °- ,'" -* h ,.,r ev i Y is�` y At ��y ,r� 3 F i e rya g r 30 t.0k Aj;:T S1 1+33 .. r nr :t i�: }�-oac F NORT AMI"' t T B, ILDINGT ftmik# 6- 03 i 1?� PERMUS ON IS hti� lSY GRANTED 7TH: �h tr Contractor: Mccnse: MMIG '00 INC x l c(W�rlrlr Phona. II:s[tranc r l k6—'JT 1 F01 3. .�._4_�._.. ._... __. _ .. ( 13' 737-7803_ @III�lCIFL©MA!)11p4 MUM t;tt.tU TO PEJ,RFO" THE FOLLOWING WORK.-CONSTRUCT WOODYFIRED HEAT N'r POST ET ttt.prctor nt!Pitrtttifiin Inspects"r of-,Nbinj i3ailcput.luspetrtor i?t:aer •nuc . 12,P144 �rvite.}��1 �6. PA +� Mew. Footings. Driveway Mai; F in:.1. ! Final: Rough Fruiue: .,. _ Cs� : tre a � i'i�-eptace/Cit€rtctit Lou r� /0NU(J 07 6qj r fAtc, z7 v7 Lou2s Fatc Fin TlilS PE—IMI '�'MAX IE MiVt)K-RD ICY THE C �, OF NORTRAM ON 'VItl3�lii� ION (Ile fit i 6f 00 l Etl'iitti, `u!Il zi�ki O:)(}:tttl $34,0.(:ti023287 112 Maio Street,Fhon,;(4U)387-1240,1 m(413)54,7-1272 Buildin1,C oaujtiss;wjer Anthony Patillo