Loading...
35-278 r f t Version: 2.0 Designed on Mar ti F 2006 Beams/Joists Analysis and Design How to Order Pro Developed by: 4M Forum Fng.i_n.eers Enter Data Home Print Version 'Seam or Girder r Joist or Rafter '! Member# J 1 Member at dooms Location : Floor 1,Area A Repetitive Use? v s Nominal Size : (2 ) 2 x 8 Incised for PT? No -= Species= Hem-Fir Flat use: No *._Dimension_Lu_mber*! Grade= No.2 Moisture Content: <rts� Span(L)= 13 ft - 1 in Temperature(°F): <100 [ I�5 125 9Stt" Spacing(S)= 16 in Unsupported Length(lu)= Oft - 12 in set ouratxfnFetars - With Cantilever SettJEft�Cttt54s1 tt s � with Point Load(s) € . with Sloped,Load(s) P L (pressed-down buttons are selected) a W s LOADING Load Type Dead Load Uniform w(psf)= __ R1 R2 Point 1 a(ft) 1.50 P(Ib)= 683; 953 lb 427 lb Point 2 a(ft) 0.00 P(lb)= 0 Stress and/or Deflection Check —r- OK Max N(psi)&V(11b) 64 t U 921 A 150 w x2175 42°0 Flo�r Live Point-1 w a(ft)_= 0.00 P(Ib)= 00, CD- .00 Point 2 a(ft) 0.00 P(lb) Max fb(psi)&M(Ib-ft) 781 1710 1171 2564 67% Total Load Max.Defl.(in) -0.44 L1361 U240 0.65 67% Live Load Max.Defl.(in) -0.21 L1737 L/360 0.44 49% Adjustment Factors lsoo for M for V for 1000 Wet Service CM= 1.00 1.00 1.00 500 Temperature Cs= 1.00 1.00 1.00 0 Beam Stability CL= 1.00 N/A N/A .500 Size CF= 1.20 N/A N/A Shear Force,V(lb) Flat Use Cf„= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.15 N/A N/A 2000 1500 1000 Design Values 500 Fb(osi) FyI�1 EW4 0 Tabulated 850 150 1300000 Adjusted 1171 150 1300000 Bending Moment,M(lb-ft) Section Properties breadth(b)= 3 in depth(d)= 7.25 in Area(A)= 21.8 in^2 Section Modulus(Sx)= 26.3 in^3 Moment of Inertial(Ix)= 95.3 in A4 Total Load Deflection(in) milli I :r nJ aVersion: 2.Q -.,, Designed 3'I March 6:2006 How to Order Pro Beams/Joists Analysis and Design "How Developed by: F®trim Enc7rteers Enter Data Home Print Version iSetup f Beam or Girder (:Joist or Rafter Member# J 1 Member at F Roflr = Location : Floor 1,Area A Repetitive Use? Y Nominal Size : ( 1 2 x 8 incised for PT? ND Spe s= Hem-Fir Flat Use: No r Dimension Lumber. Grade= No.2 Moisture Content: <19% Span(L)= 10 ft - 5 in Temperature(*F): <ioo ayza 125 ado Spacing(S)= 16 in ` Unsupported Length(lu)= Oft - 12 in stouratFst with Cantilever s1 °nf F with Point Load(s) 1setoadstaZern with Sloped Load(s) a P L (pressed-down buttons are selected) W s LOADING Load Type Uniform w(psf) 10 —� R1 Point 1 a(ft) 1 50 P(Ib)= 068�3 R2 i _Dead Load 860 Ib 375 Ib Point 2 a(ft)= 0.00 P(lb)= Stress and/or Deflection Check NG _ A c t u a-1 All w 1 Ratio Floor Live Uniform 9 w ap(ft)_ 0.00 P Ib = O1 Max fv(psi)&V(lb) 114 82$ 150 108 O _ ( _ CD 1.00 Point2 O - - —( )_= - Max fb(psi)&M(lb-ft) 1206 1320 1162 1272 104% Total Load Max.Defl.(in) -0.41 L/301 L1240 0.52 80% Live Load Max.Defl.(in) -0.17 L/739 1-!360 0.35 49% Adjustment Factors i000 for M for V for E eoo Wet Service CM= 1.00 1.00 1.00 BOo 4 zoo Temperature Cf= 1.00 1.00 1.00 zoo Beam Stability CL= 0.99 N/A N/A -eoo Size CF= 1.20 N/A N/A Shear Force,V(lb) Flat Use Cf„= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.15 N/A N/A 1500 1000 Design Values 500 Fb(psi) Fv(psi) E lnsi) 0 Tabulated 850 150 1300000 Adjusted 1162 150 1300000 Bending Moment,M(lb-ft) Section Properties breadth(b)= 1.5 in depth(d)= 7.25 in -0< Area(A)= 10.9 in^2 Section Modulus(Sx)= 13.1 in^3 Moment of Inertial(Ix)= 47.6 in^4 Total Load Deflection(in) w A Version: 2.0 Designed on Marc)F 2006 VV� Beams/Joists DeAgn How to - Order Pro Developed by: Forum Engineers Enter Data Home Print version ....... .... Y etl1 p f Beam or Girder 1: Joist or Rafter WiTtl u� L �� �0 �7- Roo �U tit , Member# J1 �` �� l S Member at�� Location : Floor 1,Area A Repetitive Use Yes Nominal Size : ( 2 ) 2 x 8 Incised for PT i' No Spec = Hem-Fir Flat Use: No Y **D ** Moisture Content: <19°/ -MO Grade= No.2 `• Span(L)= 10 ft - 5 in Temperature(*F): <oo `t'tStf zs 1 Spacing(S)= 16 in Unsupported Length(lu)= Oft 12 in r + � with Cantilever iwth Point Load(s) i -totzdsiraz ;, 1 with Sloped Load(s) a P L (pressed-down butfons are selected W Nsf LOADING Load Type f Dead Load Uniform w(psf)- 10 - R1 R2 Point 1_ a(ft)= 1.50 P(lb)_ 6.83, 862 lb 376 lb - Point 2 a(ft)= 0.00 P(lb)= 0, Stress and/or Deflection Check —► OK Max fv(psi)&V pb) 57 t U 830 Allowable 150 2175 ago Floor Live Uniform 9 W ap(ft = 0 00--P(lb)_- 0 CD 00 Point 2 a( )-- -- (-)- - - Max fb(psi)&M(lb-ft) 605 1326 1171 2564 52% Total Load Max.Defl.(in) -0.21 L/598 L/240 0.52 40% Live Load Max.Defl.(in) -0.09 L/1461 L/360 0.35 25% Adjustment Factors 000, for M for V for 600 Wet Service CM= 1.00 1.00 1.00 600 400 zoo Temperature Ct= 1.00 1.00 1.00 -zoo Beam Stability CL= 1.00 N/A N/A -600 Size CF= 1.20 N/A N/A Shear Force,V(lb) Flat Use Cf„= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.15 N/A N/A 1500 1000 Design Values 500 .`' FbFb(osi) FyFy(psi) E 041 0 Tabulated 850 150 1300000 Adjusted 1171 150 1300000 Bending Moment,M(lb-ft) Section Properties breadth(b)= 3 in depth(d)= 7.25 in Area(A)= 21.8 in^2 Section Modulus(Sx)= 26.3 in^3 Moment of Inertial(Ix)= 95.3 in^4 Total Load Deflection(in) Renaissance B uilders P.O.Box 272,Turners Falls,MA 01376 (413)863-8316,Fax(413)863-9712 February 21, 2006 Tony Padillo Inspector of Buildings 212 Main Street Northampton, MA 01060 Tony, Enclosed is a permit application to construct 2nd floor addition to existing garage at 90 Woodland Drive, Florence, MA. The owners' are Denice Halistein &Zita Lazzarini. Also included are: ❑ A work list detailing the scope of work ❑ Two sets of drawings: A-101 and A-201 ❑ A copy of the Owner Authorization signature page ❑ A Worker's Compensation Insurance Affidavit ❑ An Affidavit for Disposal of Demolition Debris ❑ A Home Improvement Contractor Affidavit ❑ A copy of the owner's Plot Plan. ❑ A Mascheck Energy Compliance form. ❑ A check for ($5.00/$1,000.00 of permit related costs interior structural alterations) for the permit fee. Please feel free to call if you have any questions. Thank you, Marvin Moss Renaissance Builders Hallstein & Lazzarini WORK LIST Page 10 16000 ELECTRICAL 16100 Electrical Wiring A. Replace existing main panel with new 42-position panel. B. Install outlets in interior to comply with Massachusetts code. C. Install separate circuit for window AC unit in new addition area. D. All electrical boxes on new exterior walls to have Lesco insulating boxes. E. Install one Panasonic FV110VQ fan /light in each of three (3) existing bathrooms and one (1) in new bathroom. All fans to have Airetrak computerized switches. F. Install eight (8) recessed lights, Juno IC 22 or equal. G. Install one (1) 3-way switch. H. Install one (1) vanity light. I. Install one (1) pull-chain light in utility space. J. Install one (1) cable TV outlet. K. Install one (1) phone jack outlet. All phone wiring to be CAT 5 and line to be home run. L. Install one (1) exterior light. M. Install one (1) exterior plug. N. Install one (1) hardwired smoke detector with battery backup. O. Install all wiring as necessary for heating or cooling system. P. Heating system to be direct vent 110-volt gas hot water heater. Q. Heating connections to include circulator and T-Stat wire. R. Relocate existing switches adjacent to existing back door that is being removed. S. Remove exterior bracket by two (2) exit doors from garage and existing breezeway, including wires and box. T. Relocate existing wires in garage ceiling to allow for floor sheathing to be installed directly to top of joists. U. Detach and reattach disconnect for hot tub from rear wall of garage to allow for new siding to be installed. V. Owner to supply the following fixtures: vanity light, exterior bracket, and ceiling fan with light. END WORK LIST Renaissance Builders, PO Box 272,Turners Falls,MA 01376 License#013302, Registration#106490 2/21/2006 Hallstein & Lazzarini WORK LIST Page 9 10000 SPECIALTIES 10800 Bath Accessories A. Install the following bath accessories per allowance: one toilet paper holder and one 24" towel bar. 10820 Mirrors & Shower Doors A. Install one mirror or medicine chest per allowance. 15000 MECHANICAL 15400 Plumbing A. Install one (1) wall mounted or pedestal sink per allowance. B. All lavatory faucets to be by Delta, per allowance. C. Install one American Standard Cadet 1.6-gallon toilet. D. All water piping to be copper or cross-linked polyethylene tubing. E. All sewer and drains to be ABS plastic. 15600 Gas Piping A. Install gas piping for heating unit. 15700 HVAC A. Heating system to be direct vent gas fired hot water mini boiler. B. Heating system to have one (1) heating zone. C. Radiation to be low profile wall mounted hydronic baseboard in sufficient quantity to maintain a 70-degree temperature in the house when the outside air temperature is -20 degrees Fahrenheit. 15800 Ventilation Ducts & Fans A. Supply and install one Panasonic FV110VQ fan /light in each of three (3) existing baths in place of existing fans. B. Install Panasonic FV110VQ fan /light in new addition bathroom. C. Supply and install one Airetrak programmable switch for each fan. D. Install rigid galvanized ducting for new bath fan. All venting to go to exterior of building. All venting through unheated spaces to be insulated to R-8. All joints of all ductwork to be mechanically fastened and sealed with foil faced tape. E. Connect new bath fans in existing baths to existing ductwork. Renaissance Builders,PO Box 272,Turners Falls,MA 01376 License#013302, Registration#106490 2/21/2006 Hallstein & Lazzarini WORK LIST Page 8 8700 Hardware, Doors &Windows A. Door hardware to be Schlage F series. 9000 FINISHES 9200 Sheetrock & Plaster A. Addition walls and ceilings to have %2" drywall. B. All joint tape to be fiberglass mesh type, applied using Durabond dry mixed compound. C. Prefill all voids and holes using Durabond dry mixed compound. D. Finish all drywall with three coats of joint compound, sanded smooth. E. Patch all areas affected by renovation and leave ready for painting. F. Garage walls to have 5/8"type X drywall. 9300 Tile A. Install ceramic tile over 7/16" Durock that has been fully glued to framing with waterproof glue in the entry area. 9640 Wood Flooring A. Install random width Ash (3", 4", and 5") hardwood floor covering, sanded and coated with three coats of oil based polyurethane, in the new addition and landing at bottom of stairs. 9910 Paint, Exterior A. New exterior doors to receive two coats Benjamin Moore Moore-Glow latex based paint or equal. All exterior doors to be the same color. 9920 Paint, Interior A. All new interior walls and ceilings to receive one coat of Benjamin Moore primer sealer. B. Interior walls to receive two coats of Benjamin Moore Regal Wall Satin latex paint or equal. C. Interior ceilings to receive two coats of Benjamin Moore Moore-White latex ceiling paint or equal. All ceilings to be the same color. D. All walls and ceilings in affected area to be painted corner to corner. E. All walls and ceilings in existing disturbed areas to be painted corner to corner. F. New and affected standing and running trim, door and window casings, millwork, and interior doors each to receive a total of three coats of Benjamin Moore Satin Impervo oil based paint or equal. Renaissance Builders,PO Box 272,Turners Falls,MA 01376 License#013302, Registration#106490 2/21/2006 Hallstein & Lazzarini WORK LIST Page 7 7460 Siding A. Install salvaged siding on west wall of first floor where existing porch is enclosed. B. Install remaining salvaged siding to patch siding where siding has been removed on main house to allow for construction of new walls on first floor. C. Install new siding on north wall of garage and on all walls of new addition. D. New siding to be Mastic double 4" vinyl with trim accessories. Siding to be .042 in thickness and have a lifetime guarantee against fading. E. All siding and trim accessories to be nailed with electro-plated 13/" nails. 8000 DOORS &WINDOWS 8100 Doors, Exterior A. Install salvaged exterior door from garage for new back entry door. B. Exterior door to have bituthene membrane installed at sill down to bottom of joist and 6" higher than door. C. Set exterior door in bed of silicone. D. Shim door at all hinges and all corners. All shims to be installed prior to insulation. 8200 Doors, Interior A. Interior doors to be raised panel solid core Masonite. Quantity Size Type Jamb 1 2'-8" x 6'-8" Hinged, raised Clear pine rabbeted panel Pro Core 1 2'-6" x 6'-8" Hinged, raised Clear pine rabbeted panel Pro core B. Shim doors at all hinges and all corners. C. Interior doors to have finger jointed rabbeted jambs. 8310 Access Doors A. Access panel to attic/truss space to be provided. 8500 Windows A. All windows to be as shown on plans. B. All windows to be Integrity windows with Low E argon filled glass, 6 9/16"jambs, and aluminum clad exterior. C. All new windows to have 6"wide strip of self adhesive asphalt membrane lines installed on all four sides between window flange and Tyvek. D. All new windows to be shimmed at all hinges, all corners, and at middle rail on double hungs. All shims to be installed prior to insulation. Renaissance Builders, PO Box 272,Turners Falls,MA 01376 License#013302, Registration#106490 2/21/2006 Hallstein & Lazzarini WORK LIST Page 6 7000 THERMAL & MOISTURE PROTECTION A. Install Tyvek wind barrier on new exterior walls prior to installation of doors and windows. Tape all seams with Tyvek tape. Repair all tears in Tyvek with Tyvek tape prior to start of installation of siding. B. New exterior walls to have 6" fiberglass (R-19) with 6-mil poly vapor barrier. C. Vapor barrier to be air sealed at all penetrations and perimeter. D. Flat ceilings to have 14" cellulose (R-45) air sealed 6-mil poly vapor barrier. E. All sloped ceilings, including utility area, to have 8" high-density fiberglass (R-30) covered with 1" foil faced polyisocya n u rate rigid foam (R-7.5). All seams to be taped with Tyvek tape. F. All sloped ceilings to have continuous Styrofoam air channels. G. Install 2" x 3' long polyisocyanu rate board in between rafters at north wall in place of Styrofoam air vents H. Insulate 2" x 6" wall enclosing staircase with 6" fiberglass (R-19)with 6-mil poly vapor barrier. I. Install 2" polyisocyan u rate board to under side of stair stringers and air seal with tape. J. Garage ceiling to have 8" blown cellulose insulation (R-30). K. Install spray foam insulation around perimeter of all new exterior doors and windows. L. Seal penetrations between floors with Thermafiber fire stopping. 7300 Roofing A. Install 8" aluminum drip edge along all new rakes and eaves. B. Install WR Grace Ice &Water Shield roofing underlayment on first 3' of all new eaves. C. Apply Roof Top Guard II shingle underlayment on remainder of roof. D. Install W.R. Grace membrane at intersection of all wails and roofs. Membrane to extend 9" onto roof and 9" up adjacent wall. Membrane to be installed prior to installation of step or counter flashing. E. Install mill finish aluminum 8" x 10" .032 Ga. step flashing where roofing meets sidewall of building. F. Install continuous ridge vent. G. Install 30-year, 3-tab asphalt shingles by CertainTeed on new addition roof and existing garage roof. Renaissance Builders,PO Box 272,Turners Falls,MA 01376 License#013302, Registration#106490 2/21/2006 Hallstein & Lazzarini WORK LIST Page 5 6200 Finish Carpentry 6220 Casing & Base A. Window and door casings to be 1" x 4" S4S C-select pine. B. Base moulding to be V x 6" S4S C-select pine. C. Window sills to be constructed of 5/4" thick C-select pine. 6430 Wood Stairs & Railings, Finish A. Interior main staircase to be boxed stringer staircase with carpet grade yellow pine treads and skirts. B. Risers to be paint grade poplar. C. Install maple handrail along one side equal to Coffman C-6210. D. Install 1" x 4" furring, 16" o.c. to under side of stairs and prep for drywall finish. 6700 Exterior Carpentry 6710 Soffit & Fascia A. Eaves and gable ends to match existing overhangs as closely as possible. B. Soffit to be Mastic perforated vinyl soffit. C. Fascia and rakes to be pre-formed .025 gauge aluminum. D. Fascia, rake, and soffit to match existing color and style as closely as possible. 6720 Exterior Trim A. Install 5/4" PVC trim boards in between window units at second floor north wall. PVC trim to be installed in vertical plane only. B. All fasteners to be stainless steel. C. Wrap exterior door trim on north wall with 0.032 aluminum trim, metal. 6800 Porch & Deck Framing A. Rear entry deck stairs to be box construction. B. Landing to be approximately 3' deep with three (3) 11" treads. C. All exterior-framing materials to be "Natural Select" Copper Azole pressure treated lumber. Framing to be installed with Z-Max hangers and hot dipped galvanized framing nails. D. Boxes on stairs and landing to be 2" x 8" pressure treated, 16" o.c. 6810 Porch & Deck Finish A. Landing and treads to be 5/4" x 6" Ipe decking. B. All decking to be fastened using Eb-Ty concealed fastening system. C. Cover risers and sides of stairs and landing box with 1" x 4" tongue & groove clear red cedar. Renaissance Builders, PO Box 272,Turners Falls,MA 01376 License#013302, Registration#106490 2/21/2006 Hallstein & Lazzarini WORK LIST ' Page 4 6110 Framing, Floors & Ceilings A. Install 2" x 8"joists sistered to existing joists on north side of carrying timber only. B. All joists to be installed crown up, and to be nailed through box sill with a minimum of four 12d common nails per each end of joist. C. Floor system to have continuous solid blocking in the center of each span. D. Frame opening for new stairwell. E. Opening for stairs to have double joists on all sides of opening. F. Toe nail all new and existing joists to new carrying timber with a minimum of three 10d common nails per joist. G. Floor sheathing to be %" tongue & groove fir plywood, glued and nailed with 8-d ring shank nails. All floor sheathing to be nailed 6" o.c. on edges and 8" o.c. in field. 6120 Framing, Walls A. New exterior walls to be 2" x 6", 16" o.c. All 2" x 6" walls to have three 12d common nails per each end of stud. B. All walls over 8' in height to have one row of solid blocking in center of wall. C. Seal bottom of all plates of exterior walls to plywood subflooring with continuous bead of acoustical sealant. D. Gable wall at east end to bear on top of rafters. E. Gable wall at west end to bear on new floor sheathing. F. New interior walls to be 2" x 4", 16" o.c., except for stairwell wall in garage. All 2" x 4" walls to have two 12d common nails per each end of stud. G. Stairwell wall in garage to be 2" x 6", 16" o.c. and follow angle of bottom of stringer. 6130 Framing, Rafters & Sheathing A. Rafters in addition to be 2" x 10", 16" o.c. B. Ceiling ties in addition to be 2" x 12", 16" o.c. C. All rafters to be anchored to walls using one Kant Sag RT-12 rafter tie or equal at each end of rafter. D. Ceiling ties to be bolted to rafters at each end using three (3) '/Z" diameter Carriage bolts. E. Install 1" x 4" furring strips, 16" o.c., applied to bottom of rafters in all areas where sloped ceiling is to be finished, and to bottom of all ceiling ties. F. Roof sheathing to be 5/8" CDX plywood. All roof sheathing to be nailed 6" o.c. on edges and 8" o.c. in field. Renaissance Builders, PO Box 272,Turners Falls, MA 01376 License#013302, Registration#106490 2/21/2006 Hallstein & Lazzarini WORK LIST Page 3 2225 Demolition, Interior A. Remove and dispose of existing plywood from topside of existing garage ceiling joists. B. Remove and dispose of existing fold down staircase. C. Cut opening for new stairs to new second floor space. D. Cut opening for new door between existing mudroom and new stairwell. E. Remove drywall from ceiling of garage and garage walls as necessary for installation of new carrying timber and posts. F. Saw cut 30" x 30" section of garage floor and remove for new carrying timber footing. 2300 Excavate & Fill A. Excavate for stair landing pad to a depth of 16' below finished grade, approximately 6' x 6'. B. Spread excavated material on site in area designated by Owner. C. Install stabilization fabric at bottom of excavated area. D. Install 12" of 3/" washed stone in excavated area. E. Excavate for new pier footing to a depth of 12" below bottom of existing floor slab. 3000 CONCRETE A. All concrete to be 4000 lb. 3350 Slab, Cast in Place A. Pour landing pad for new stairs, approximately 6' x 6' x 5" thick. B. Install 6 x 6 10- gauge weld wire reinforcing in pad. C. Patch concrete floor in garage around new column. 3300 Foundation, Cast in Place A. Column base to be 30" x 30" x 12", total of 1. 6000 WOOD & PLASTICS 6105 Carrying Timber & Sill Plates A. Carrying timbers to be 3- 2" x 11-7/8" LVL beams. B. Carrying timber to be pocketed into existing walls at each end. C. Ends of timber to have four (4)wood studs, equal in size to existing wall framing, under each end. D. Center of timber to be supported by 3Y2" lally column steel filled with concrete. E. All shims for height adjustment on timber to be cold rolled steel plates, equal in size to bearing surface of carrying timber. F. Lally column to have Springfield Plates at tops of column. Renaissance Builders, PO Box 272,Turners Falls, MA 01376 License#013302, Registration#106490 2/21/2006 Hallstein & Lazzarini WORK LIST Page 2 1520 Temporary Facilities A. Provide portable toilet for workers. 1530 Temporary Protection A. Provide floor and dust protection to work areas, and provide a walkway to and from work areas. B. Protect completed work in progress to ensure protection from damage or deterioration until substantial completion of project. C. Construct temporary dust proof partition to separate work areas from surrounding areas. 1730 Cleanup & Trash Disposal A. Clean up all debris and leave the job site broom clean at completion of all work. B. Legally dispose of all debris. C. Clean interior of work areas prior to move in. Includes: wash interior of all windows; vacuum and/or damp mop all floors; wipe down all cabinet interiors, countertops, shelving, woodwork, and bath fixtures. 1950 Owner Responsibilities A. Cost of electricity and water during construction. B. All other phases not specifically outlined in this proposal. C. Provide fixtures and materials as specified below. Contractor is not responsible for additional costs incurred due to delays or defects in Owner supplied fixtures or materials. 2000 SITE WORK 2220 Demolition, Exterior A. Remove existing siding from back wall of garage and save for reuse. B. Remove existing door from back wall of garage and save for reuse. C. Remove and dispose of existing rear steps. D. Remove and dispose of existing rear door from mudroom. E. Remove existing siding from sidewall of garage on rear entry porch and from wall of entry porch back to picture window. Save all siding for reuse. F. Remove and dispose of existing porch posts and beam casework at rear entry to mudroom. G. Remove and legally dispose of existing roof shingles on entire garage roof. H. Remove existing roof structure as necessary for new walls and roof. Renaissance Builders, PO Box 272,Turners Falls,MA 01376 License#013302, Registration#106490 2/21/2006 WORK LIST February 21, 2006 Denice Hallstein & Zita Lazzarini 90 Woodland Drive Florence, MA 01062 WORK LIST to construct second floor addition over existing garage at home at above address. Addition to include % bath with new stairs to access addition from existing mudroom. Scope of work to also include expanding mudroom on first floor over existing concrete foundation at rear and constructing new steps and landing to back yard. 1000 GENERAL CONDITIONS 1010 Plans & Specifications A. Supply a complete set of working drawings. 1020 Permits A. Supply all building permits as required. 1210 Allowances The price quoted below includes the following allowances. All allowances are for material only unless otherwise noted. A. Bath accessories. $ 75.00 B. Mirrors. $ 150.00 C. Plumbing fixtures: sink and faucet. $ 400.00 D. Interior stairs. $ 1,200.00 1300 Project Management A. Provide copy of current Construction Supervisor's license. B. Provide shop drawings, samples, color choices, and selection charts as needed for Owner's approval. C. Coordinate operations under different sections that are dependent on each other for proper installation and operation. D. Notify Owner as necessary when scheduled work will impact occupied portions of the premises. 1310 Supervision A. Provide supervision at all phases of construction. 1400 Warranty A. Supply certificate of liability (minimum $1 million) and Workman's Compensation insurance. B. Provide copies of all written warranties and Owner's manuals for all equipment supplied by Contractor to Owner at completion. AFFIDAVIT FOR DISPOSAL OF DEMOLITION DEBRIS Supplement to Permit Application As a result of the provisions of MGL c. 40, s54, I acknowledge that as a condition of the issuance of a Building Permit, all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c. 111, s15OA. I certify that debris resulting from this demolition will be disposed of as listed below: Job Site Location: 90 Woodland Drive Florence MA Name of Permit Applicant: Renaissance Builders Disposal Facility: S & G Recycling Address of Facility: East Windsor Ct IF SAID FACILITY IS OTHER THAN WHAT I HAVE LISTED, I CERTIFY THAT I WILL NOTIFY THE BUILDING OFFICIAL OF THE CORRECT LOCATION OF THE SOLID WASTE DISPOSAL FACILITY WITHIN TWO MONTHS OF THE DATE OF THIS APPLICATION. 99 2/20/2006 Sigdature of App i&mt Date AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application MGL c. 142A requires that the "reconstruction alteration renovation, repair, modernization conversion improvement removal demolition, or construction of an addition to any pre-existing owner-occoied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building" be done by registered contractors, with certain exceptions, along with other requirements. TOWN OF: Florence Air Type of Work: Addition Est. Costa` oss Address of Work: 90 Woodland Drive Florence Ma Owner Name: Denice Hallstein &Zita Lazzarini Owner Mailing Address: Same Date of Permit Application: February 20 2006 I hereby certify that: Work excluded by law Job under$1,000 Building not owner-occupied Owner pulling own permit Other(specify) NOTICE IS HEREBY GIVEN THAT: OWNERS FILING FOR THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. Signed under penalties of perjury: I hereby apply for a permit as the agent of the owner: Stephen Greenwald 2/20/06 Renaissance Builders 106490 Date Contractor Name Registration# OR: Notwithstanding the above notice, I hereby apply for a permit as the owner of the above property: Date Owner Name The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 `,� s�•� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): C U, t G 5 Address: c�X City/State/Zip: �� 1'rt.l�s i\J A- te Phone#: L-1 I-S° `3 L ° `, 39 Are you an employer?Check the appropriate oz: Type of project(required): 1.❑ I am a employer with 4• LXJ am a general contractor and 1 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 1 7 modeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. gilding addition [No workers' comp.insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners wbo submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such, lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:ASSc;c�et C�, C( -hSLi.C2 c ° Policy#or Self-ins.Lic. #: CC, -3LG c) Expiration Date: 06+z�h e f- Job Site Address:Cc� (,U o G kt'A i��� City/State/Zip —j�) Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify r the p i end penalties of perjury that the information provided above is true and correct: Signature: Date: r,2 g Phone#: � 1_� 113(1-1,• l4% Official use only. Do not write in this area,to be completed by city or town official City or Town.: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Northampton, MA Property Detail Page 2 of 2 Year Remodeled: ' ;Wood Deck � Kitchen Remodeled(Y/N): � ..�...._...._._.�_.M.._..,_�.�.�._�.�_._M .._...__. �. �......� Bath Remodeled(Y/N): 40 �, OiAbuilding Info 8 '�q� + E.__ , 7 _ W LTtilkie - y Type.:; � ue no information Prime [37,708; 116,560 yp 1Yer size 1iz2 Grd' Cozu Site T ,e �ty. .. .. no lnformatl0n Acreage ,.. j S�treetlRoad _.._.._._ ........... .._..._ _ ...__._.......... Ty�ie AGs Value; 3 no ._ no information information Permut la o Pace [Validity Date _T I Date Pemut# Price[Purpose 01/06/2004 Land Bldg X418,000 j 0 ° (01/01/1 -' ;na information _ 999 Land Only 70;000_ _.._.. .. .__ ��� http://www.northamptonassessor.us/noho/propertydetail.php?map_io=35 -278-001&pagec... 2/20/2006 Northampton, MA Property Detail Page 1 of 2 City of Northampton, A; Residential Property Record Card New Search Property Type Classification Code Reference Card ] of 1 .....- - .�.. ..,, ................... _- v Parcel-T�ocat on Zoning-Assessment ssment e _ m ma. . . �. Map-Block-Lot: 35-278-001 Zoning: SR Assessment: Location: 90 WOODLAND DR Neigborhood: 18 Land: 1 #Living Units: 1 Deed Book: -,7644 Building: 3 Class: R-101 ; Deed Page: 348 Total: 4 .__..... ........ ._. _ _..... ............................... Dwellg tfornaatton Building Sketch 1 Style: Col/Gam Year Built: 1999 Story Height: 2 Attic: None =Basement: Full Total Rooms: 9 Bedrooms: 4 ]6 hFull Bats: 3 3 1 —Wood Deck o Half Baths: o' g sz 4 F 2e Exterior Walls: Alum/Vinyl 50 Unfinished Area: 0 24 Fs Ground Floor Area: 1484 2FrlB 28 Total Living Area: 3072 E 34 1484 8E j Finished Basement Living'' 0 X 0' Area: 36 Basement Recreation Area: 0 X 0 1 14 6 6 C Woodburning'Fireplace 0i0 Stacks/Openings: Metal Fireplace 1 /1 Stacks/Openings: Heat/Central A/C: Central Air Heating System: Warm Air Fuel Type: Gas Quality Grade: B+ Addition lnf+ar nation: Physical Condition: Good `' - - --' Interior/Exterior: Same Condition/Desirability/LJtility: VG Lw 1st Story 24d Stor_y__.. 13rd;Story r Vacant/Dwell/Ob Status: Dwellin g Basement One Story Frame one Story Additional Features: lone Story Frame S(o Brick Trim: 0 X 0 Open Frame Porch b Stone Trim: 0 X 0 ,Frame Garage 1 �IRemodeling Data: ;one Story Frame 0 , �Op n Frame Porch 3 j1 http://www.northamptonassessor.us/noho/propertydetail.php?map_no=35 -278-001&pagec... 2/20/2006 Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE: Hallstein/Lazzarini Renovation CITY:Northampton STATE: Massachusetts HDD: 6404 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 02/22/06 DATE OF PLANS:Feb.22,2006 PROJECT INFORMATION: Hallstein/Lazzarini Renovation COMPANY INFORMATION: Renaissance Builders COMPLIANCE: Passes Maximum UA= 125 Your Home=97 22.4%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling Flat: Flat Ceiling or Scissor Truss 440 45.0 0.0 12 Ceiling Sloped:Cathedral Ceiling(no attic) 70 37.0 0.0 2 Walls: Wood Frame, 16"o.c. 700 19.0 0.0 37 Windows-Awning: Vinyl Frame,Double Pane with Low-E 12 0.310 4 Window-Double Hung: Vinyl Frame,Double Pane with Low-E 52 0.300 16 Window-Picture: Vinyl Frame,Double Pane with Low-E 23 0.290 7 Floor: All-Wood Joist/Truss,Over Unconditioned Space 570 30.0 0.0 19 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release I a. The heating load for this build' g,and the coolin load if appropriate,has been determined using the applicable Standard Design Conditions f u d in the de. he HVAC equipment selected to heat or cool the building shall be no greater than 125%of the oad a fied in Sections 780CMR 1310 and J4.4. Builder/Designer Date '7- ` 2_'_� / & O -30 PCre.A�r oAJ 8*fs-IAJ N ,� err / s h'oc�sEf 90 r �o N 30 PJAM I IL lcJao.fl�,gw 4' 79018 Deed Ref: Book 2 Page . -- Plan Ref: Book /86 Page 4;,R-7_Z-- BoC• /8 3 Pte. /.5" Please Note:This plan is for mortgage purposes only and Is not a complete property survey. it is compiled from deed dimensions, existing plans and other sources of information.This plan is not to be used to establish property lines to erect fences or hedges, etc., and is subject to change as a more accurate survey may disclose. John K. Somers Professional Land Surveyor 180 Great Plains Road•P.O.Box 1093 Date: West Springfield,MA 01090-1093 Scale: 4131739.1451 FAX 4131739-1539 r Renaissance Builders P.O.Box 272,Turners Falls,MA 01376 (413)863-8316,Fax(413)863-9712 www.renbuild.net To: Building Inspector Town of Florence We, Denice Hallstein & Zita Lazzarini, certify that we are Owners of the property located at 90 Woodland Drive, Florence, MA. We hereby authorize Stephen Greenwald of Renaissance Builders, 390 Main Road, Gill, MA 01376 to submit a building permit application on our behalf for the construction of 2"d floor addition over existing _gara_ge. We agree to conform to all applicable laws of the town and state, and we believe the work proposed to be in compliance with all zoning regulations and the Massachusetts State Building Code 780CMR. Signature of Owner: Ij Printed Name: Date: �?� b L , Signature of Owner: Printed Name: t Date: 2 1Z, c SECTION 8-CONSTRUCTION SERVICES ' 8.1 Licensed Construction Supervisor: JJ Not Applicable ❑ Name of License Holder: 11�P l ����C 4'1 l �� �U C7 � License Number All 1`1 0 1 2,5 g f I--) 10-) Address Expiration Date L 13 � 3 8 31 to Sign atur Telephone 9. Registered Ho a lmprov merit Contractor: Not Applicable ❑ Company Name Registration Number Addr Expiration Date Telephone IV SECTION 10-WORKERS'COMPENSATION INSURANCE 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 b ilding permit. Signed Affidavit Attached Yes....... No...... ❑ 11. - Home OWVner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition A Replacement Windows Alteration(s) O Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition❑ New Signs [ ] Decks [ ] Siding [ ] Other[ ] Brief Descriptio of Proposed Work: � jai (up'Y ':t AG��� i G\ over 'e'16 sE-'1 1V7��.� Alteration of existing bedroom Yes_,No Adding new bedroom Yes _No Attached Narrative -w Of kit> Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family _ Two Family Other b. Number of rooms in each family unit: Number of Bathrooms 3 c. Is there a garage attached?T d. Proposed Square footage of new construction. Dimensions "7';L e. Number of stories? C f. Method of heating? C'I C,5 Fi epla, s or Woodstoves �4( Number of each g. Energy Conservation Compliance. Mascheck Energy Compliance form attached? h. Type of construction� a i. Is construction within 100 ft.of wetlands? Yes _ No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade�L k. Will building conform to the Building and Zoning regulations? ��Yes No . I. Septic Tank City Sewer Private well City water Supply _ SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT u,,Yu- f `I't s� ��' � as Owner of the subject property hereby authorize to act on my behalf, in all,matters relative to work authorize by t is building permit application. fly ) 2,-h,')`" Signature of Owner Date as Owner/ tii A ereby de tare that the statements and information on the foregoing application are true and accurate,to the best of my ledge an elief. Signed under the pains and penalties of perjury. Print Name Signature of Owner/ ent Date 3 Section 4. ' ' ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size ' N i \� C \/n� -Frontage A/o CAah Setbacks Front 5-0 t q Side L: 3 S R: 3 D ' L: R: Rear SD Building Height ©! Bldg. Square Footage u % Open Space Footage �p Cbahy % (Lot area minus bldg&paved parking) 0 E X +f!►� #of Parking Spaces AIA Fill: (volume&Location) AIA A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO X_ DON'T KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property?YES _ No IF YES, describe size, type and location: 7 Department use only �it1ot Northampton Status of Permit. IB�Iltding Department Curb Cut/Driveway Permit -- "' 212 Main Street Sewer/Septic,Rvailabilify Room 100 Water%Well Availability" ;= ? 4 ENNorthampton, MA 01060 Two-Sets`of,StrGctural Plans ' - phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans - Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map 5 Lot ��C Unit Q0 1��1G1 ICS nef�r I ,�sz� -t--l�Cnc_� Zone�� • Overlay District Eim St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) � Current Mailing Address: C'I'-CJ 0 ILL rG ?i7f Tele p hone Signature 2.2 Authorized Agent: Name(Print Current Mailing Address: .204-- v Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only competed by ermit applicant 1. Building ��► (a)Building Permit Fee 2. Electrical tp 0 (b)Estimated Total Cost of 77 I Construction from 6 3. Plumbing 1i -2 Q t� Building Permit Fee 4. Mechanical (HVAC) e o 5. Fire Protection 4 do v 6. Total= (1 +2+3+4+5) Check Number This Section For Official Use Only o.$' Building ermit Number: Date �t C- A 9 Issued: W'I Signature: Building Commissioner/Inspector of Buildings Date t File#BP-2006-0835 APPLICANT/CONTACT PERSON Renaissance Builders ADDRESS/PHONE P O Box 272 TURNERS FALLS (413)863-8316 PROPERTY LOCATION 90 WOODLAND DR MAP 35 PARCEL 278 001 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin Permit Filled out Q A Ile= _ Fee Paid '(0 T_ypeof Construction: CONSTRUCT 2ND FLR 26 X 22 ADDITION OVER GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 013302 3 sets of Plans/Plot Plan F `t �1� �.� �Q � 0>40(,A-6, CCU 0 THE F,VLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF2AMATION 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 Street Commission 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. w a BP-2006-0835 GIS#: COMMONWEALTH OF MASSACHUSETTS q CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: BUILDING PERMIT Permit# BP-2006-0835 Project# JS-2006-1288 Est. Cost: $99058.00 Fee: $171.60 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: Renaissance Builders 013302 Lot Size(sq. ft.): 37722.96 Owner: LAZZARINI ZITA Zoning: SR Applicant: Renaissance Builders AT. 90 WOODLAND DR Applicant Address: Phone: Insurance: P O Box 272 (413)863-8316 Workers Compensation TURNERS FALLSMA01376 ISSUED ON:31712006 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2ND FLR 26 X 22 ADDITION OVER GARAGE 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 3/7/2006 0:00:00 $171.6016682/16684 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo