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17A-245 (2) Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller northamptonma.gov Thank you for your cooperation on these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 25. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3'clearance from windows.780 CMR M1502.3 26. Dryer duct transition is limited to 8' of aluminum flex, must be exposed,and the proper UL listing.780 CMR M1502.4.3 27. Dryer duct maximum equivalent length is 25' less 5' per 901 elbow or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 28. Markup air is required for any exhaust hood of 400 CFM or more.780 CMR M1503.4 29. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 30. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling)and bottom (floor) plates, soffits, and every 10'within enclosed cavities. 780 CMR R302. 31. Ignition barriers are required over all thermal plastics and must be in place before final.780 CMR R316. 32. Dwelling/Garage fire separation.An attached garage (within 3'of main structure) is required to have%2" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 33. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. 34. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air flow(convection)a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation,which is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 35. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 36. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:ThruLoks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 37. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom,within 10'of a bedroom door, and at the bottom of a stair leading to a finished floor above. b. CO within 10' of bedroom doors, at each level,for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 38. Closets beneath stair which have doors must be drywalled with%". 780 CMR R302.7 39. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22"x 30" is required to be located in an accessible place. It must be insulated,gasketed, and secured in place. 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 14. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 15. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used.780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 16. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 17. Ceiling heights minimum 7'for habitable spaces, 6'8" for bathrooms includes tub/shower area if a shower head is used, 6'8" for basements, 6'4" at beams/ducts.780 CMR R305.1. MA amended 18. Hazardous glazing locations, within 24" of a door, or within 60" of a stair, or across from hot tubs,spas, bathtubs within 60" if not 60" above the walking surface, and other locations.780 CMR R308.4 19. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 20. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape.780 CMR R310 b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at 1St floor. Minimum clear opening 20"x24" or 24"x20".780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7 3/"from the top of the threshold and only in-swinging doors. 780 CMR R311.3 21. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8" on balustrade, 6" in the triangle. Graspable rail 1%" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. 22. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36",4" sphere rule.780 CMR R312.1. 23. Educate the plumber and electrician about maximum notch and hole sizes, and placement.780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom or to any other hole. Notches are different. 24. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1%" strap across the area and 6" beyond each side with 8-10nd nails.780 CMR R602.6.1 City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS, 212 Main Street • Municipal BuildingL� fi Northampton, MA 01060 INSPECTOR Scott Keiter February 25, 2014 51A Hatfield Street Northampton, MA 01060 Subject Location: 86 Lake Street Map Block: 17A-245 Mr. Keiter, Your building permit application and plans dated 2-19-12 have been preliminarily approved as drawn and per this memo.All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. Revised electronic plans including corrected structural layout. 2. A section through the rear addition showing structural changes including insulation detailing. 3. Smoke/CO to be per current code. Note August 16th 2013 begins the newest energy code 2012 IECC with MA amendments with a concurrency period until July 1,2014 and an expectation of a new Stretch Code. As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http://publicecodes.cVberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3.except those in group soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be %2" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not.780 CMR R310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea),exhausted (similar to exhaust only systems), or treating the space with supply and return. See 780 CMR R408 10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4"slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3rd 780 CMR R802.3.1 W W N N as U n . a W �. U UOO '" C i N O U �mai ✓ ': 0 00 1�c�. °aH wm N � I m ; ,m v' iE Eoix z El�oQ .h i m Q rL ✓ a l fi OW E .7 a T� �vry a i T i rvv ry i N s� a O b o o rT� o 4J F-�-i $4 e a 0 � ri Q ' N A ro 43 $4 ro _. ro4J A N .0 n H Keymark A m 0 Page: 1 v 0 a X E v ti L H O £ N L � M rl U � O+� a; k 0 � h I a aw s c To am W U a u � N9 o a E I I n w v. 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O Y v..m o T o H m m E u 01 I aw° nt� •� s. m Nc°�L ro \ o u a v o n 4 C U E o E o m o o a E Sao Y E I H O o Y v a Y u m Y E o Y n co m u u m �Y L rl Lti Oa N � csc vdu �Nayuv q o q Y o 0 o D a � w o ' u; -y D % N rl I w o a rn� k � Y y H Y N \ L D N rl -i I E M H o aai m E L u W O u H W N r o U r KeyBudd StructureTvi 2.402j KeiterScott86LakeRd021114-Le 2-24-14 kmBeamEngine 4.600s Materials Database 1472 3:06pm 5 of 5 Control: Shear DOLs: Live=100% Snow--115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Copyright(C)1987-2012 by Keymark Enterprises,LLC,ALL RIGHTS RESERVED_ —Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes pr22ciuct installation according to the manufacturer s specifications. KeyBuild Structi reT°+2.402j KeiterScott86LakeRd021114-Le 2-24-14 kmBeamEngine 4.600s Materials Database 1472 3:06pm 4of5 Member Data Description: CalcB6 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, U240 total 2.000"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: QAKeiterSco Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 8.00" 20 7 Live Replacement Uniform(PLF) Top 0' 0.00" 1610.00" 20 7 Live Replacement Uniform(PLF) Top 1' 8.00" 18' 6.00" 20 7 Live Replacement Uniform(PLF) Top 15' 10.00" 18' 6.00" 23 88 Snow Point(LBS) Top 0' 3.13" 1 275 Live Point(LBS) Top 0' 3.13" 326 0 Snow Point(LBS) Top 7' 8.00" 3372, 1231 Live Point(LBS) Top 7' 11.00" 9 1180 Live Point(LBS) Top 7'11.00" 2977 0 Snow Point(LBS) Top 15' 8.00" 0 162 Live Point(LBS) Top 15' 8.00" 2 181 Live Point(LBS) Top 15' 8.00" 549 0 Snow Point LBS Top 18' 2.88" 0 162 Live t 1t ry P 12 2 0 3 6 4 2 912 A ® © ®, 18 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" -- 2 12' 2.000" Wall N/A N/A 4.236" 113 -- 3 15' 8.250" Wall N/A N/A 1.500" -5571# 4 18' 6.000" Wall N/A N/A 1.500" 1869# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 955# 940# 916# 2 5419# 4316# 3818# 3 -3175# -2010# -1705# 4 783# 632# 808# Design spans 11'10.875" 3' 6.250" 2' 6.625" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Review gravity uplift reaction force of 5572lbs at bearing 3 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 11948.'# 24466.'# 48% 7.67' Odd Spans D+0.75(L+S) Negative Moment 13727.'# 24466.'# 56% 12.17' Adjacent 1 D+0.75(L+S) Negative Unbrcd 13727.'# 24466.'# 56% 12.17' Adjacent 1 D+0.75(L+S) Shear 59634 9081.# 65% 11.57' Adjacent 1 D+0.75(L+S) TL Deflection 01142" 0.5953" L/667 6.21' Odd Spans D+0.75(L+S) All product names are trademarks of their respective owners 2 E. 'f fEd Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED- -Passing is defined as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,antl Spans listed on this sheet. The design must be reviewed b a qualified designer or design professional as required fora approval This design assumes product installation acc0r 1i t to the manufacturer's s ecihcahons. Keysuild3tructureTm2.402j KeiterSCOtt86LakeRd021114-Le 2-24-14 kmBeamEngme,4.600s Materials Database 1472 3:06pm 3 of 5 Member Data Description:CalcB5 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 2.000" max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 18.7 PLF Filename: Q:\KeiterSco Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 14' 1.75" 461 154 Live Replacement Uniform(PLF) Top 14' 1.75" 15' 0.50" 338 113 Live Point(LBS) Top 14' 1.75" 536 275 Live - i � r r T1is' W. rM 'S Ti v l S�S T wpg S"i KeyBuild svucturerm 2.402] KeiterSCott86LakeRd021114-Le 2-24-14 .kmBeamEnglne 4.600s Materials Database 1472 3:06pm 2of5 Member Data Description: CalcB2 Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/12 Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 2.000" max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 4.4 PLF Filename: Q:1KeiterSco Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 4' 3.00" 275 0 Snow Replacement Uniform PLF Top 0' 0.00" 4' 3.00" 238 250 Live 4 3 0 Q 4 3 O Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1219# -- 2 4' 3.000" Wall N/A N/A 1.500" 1219# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 454# 523# 486# 2 454# 523# 486# Design spans 3' 9.750" Product: SPF #2 2 x 8 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1162.'# 2645.'# 43% 2.17' Total Load D+0.75(L+S) Shear 833.# 2251.# 36% 0.27' Total Load D+0.75(L+S) LL Deflection 0.0137" 0.1271" L/999+ 2.17' Total Load 0.75(L+S) TL Deflection 0.0228" 0.1906" L/999+ 2.17' Total Load D+0.75 L+S Control: Positive Moment DOLs: Live=100% Snow--115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners ai Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED- -Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The desi n must be rev'ewetl b a uali d desi ne,or design n iolesserial as re uiretl fora ,oval.This design assumes roduct installation accordin to the manufacturer's s ecifications. KeyBuild Structure'rm 2.402j KeiterScott86LakeRd021114-Le 2-24-14 kmBeamEngine 4.600s Materials Database 1472 3:06pm 1 of 5 Member Data Description: CalcB1 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/lRC Live Load: 0 PLF Deflection Criteria: U360 live, L/240 total 2.000"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: Q:\KeiterSco Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top or 0.00" 2' 9.75" 163 0 Snow Replacement Uniform(PLF) Top or 0.00" 2' 9.75" 238 217 Live Replacement Uniform(PLF) Top 2' 9.75" 6' 7.00" 163 0 Snow Replacement Uniform(PLF) Top 2' 9.75" 6' 7.00" 238 217 Live Replacement Uniform(PLF) Top 6' 7.00" 16' 0.75" 163 0 Snow Replacement Uniform PLF To 6' 7.00" 16' 0.75" 238 217 Live h 4hh - vl, a # g'�� A, al I d1l 8 1 12 711 0 16 012 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1728# -- 2 8' 1.750" Wall N/A N/A 1.970" 5171# -- 3 16' 0.750" Wall N/A N/A 1.500" 1669# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 828# 567# 682# 2 2337# 1599# 2219# 3 807# 553# 649# Design spans 7'11.625" 7' 8.875" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2831.'# 16051.'# 17% 3.36' Odd Spans D+0.75(L+S) Negative Moment 3580.'# 13958.'# 25% 8.15' Total Load D+L Negative Unbrcd 3580.'# 13958.'# 25% 8.15' Total Load D+L Shear 1931.# 6317.# 30% 7.75' Total Load D+L TL Deflection 0.0556" 0.3984" L/999+ 3.76' Odd Spans D+0.75(L+S) LL Deflection 0.0380" 0.2656" L/999+ 3.76' Odd Spans 0.75 L+S Control: Shear DOLs: Live=100% Snow--115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for.oatls,Loading Contlitions,antl Spans lisred on this sheet. The desi n must be reviewed b a ualified designer or design professional as required fora approval This desi n assumes rotlui,installation accordin to the manufacturer's s ecifications. KeyBuild st TTl cucnire—2.402; KeiterScott86LakeRd021114-Le 2-24-14 ricmBeamEngibe 4.600s 3:06 Materials Database 1472 p 2of2 Member Data Description: CalcG4 Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total 2.000" max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: Q:\KeiterSco Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 6' 1.75" 20 7 Live Replacement Uniform(PLF) Top 0' 0.00" 9' 7.75" 20 7 Live Point(LBS) To 6' 1.75" 1454 567 Live Y $ i'-ftri tom' :�� ( 4 'Z Gi 4 f p' 6'm k6' fr # e¢ ' s $: 9 9 712 i 9 712 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 986# - 2 9' 7-750" Wall N/A N/A 1.500" 1523# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 686# 301# 2 1070# 453# Design spans 9' 2.000" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4743.'# 13958.'# 33% 6.15' Total Load D+L Shear 14941 63171 23% 8.93' Total Load D+L TL Deflection 0.1170" 0.4583" U939 5.26' Total Load D+L LL Deflection 0.0825" 0.3056" 0999+ 5.26' Total Load L Control: Positive Moment DOLS: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives �() 'g a� All product names are trademarks of their respective owners ,tA tC 1 4 a -. Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED- "Passing is d fined as when the member,floor joist,beam or girder,shown on this dn' Ing meets applicable design criteria for Loads,Lo ad"1-rd itions,antl Spans lisjetl on this sheet. The desi n must be reviewed b a ual a f desi ner or desi n rofessional as re wired fora royal.This desi n assumes rotluct installation accotlin to the manufacturer s s ecifications. KeyBuild StMCtareT'm 2.4021 KeiterSCOtt86LakeRd021114-Le 2-24-14 OaBeamEngirie 4.600s Materials Database 1472 3:06pm 1 of 2 Member Data Description: CalcG3 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: 0 Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Y Deflection Criteria: U360 live, L/240 total 2.000"max. LL Dead Load: 0 PLF b Deck Connection: Nailed Member Weight: 9.4 PLF Filename: Q:\KeiterSco Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 0' 9.75" 82 12 Live Replacement Uniform(PLF) Top 0' 9.75" 12' 4.00" 253 84 Live Replacement Uniform(PLF) Top 8' 10.75" 12' 4.00" 53 18 Live Point(LBS) Top 8110.75" 0 25 Live '1I At MIR irk 8 12 4 O Q 12 4 O Bearings and Reactions ' Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 1951# -- 2 12' 4.000" Wall N/A N/A 1. 2246# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1423# 528# 2 1630# 616# Design spans 11' 9.375" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6203.'# 13958.'# 44% 6.18' Total Load D+L Shear 1917.# 6317.# 30% 11.48' Total Load D+L TL Deflection 0.3111" 0.5891" U454 6.18' Total Load D+L LL Deflection 0.2257" 0.3927" 0626 6.18' Total Load L Control: LL Deflection DOLS: Live=100% Snow--115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. All product names are trademarks of their respective owners di $I j i.T Copyright(C)1987-2012 by Keymark Enterprises,LLC,ALL RIGHTS RESERVED. "Passing is defined as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer s specifications, a A c A 3\ ,r ! 4 b Y-, �•hwt y D a Wg 1,4 y LITa aU L L V L VL- � 4 5r= R N w ylv �£1 �` $i; viii• 1. �l' to� // JW E& d F q z� rr else $ tt '(11,6-A 1�S _ /0 n 8 3 X3 LokNDiN6S �j.F+rvI.)oL-1 7b F36 T6.vi��E� 2ND FLOOR LAYOUT NEW NC IrVJ U1471 a-11 x V-0.1 rMASTER EDROOM x lV II 2'46" R cq x Master Bath II yll -'B V4 U-1,3ATHIROOM 5EDROCM x V OFFICE Closet &1 411 Closet 2-0 h to -cf, 5EDIROOM 02 5 2'-6"x 4'-6" 2--6"x 4-4- 1ST FLOOR LAYOUT NEW 1�✓k�t,S 14'-Sus" nn 4 r /So �18/� 9 x In (� X KITCHEN � cebiret ieycut perdvg /S x A Slf6AT# rl( ENSE C IL I A (3c—(,L-v 1--JE X --------- 3'-0" _ Q x EATING 3-0 Mudroom Y Pantry x 2'-6"x v. P closet chase or ' 'Sunken LvL Beams : Storage cn -Sus, 4 — N X X FAMILY ROOM 2'a closet chlm„By�A Chess 6 �4 1-B"x 2'-10" ;{' ��--- ti 5EDROOM *1 4 s x 15NTR - 9'-S" 2'4"x 5'-0" l/16" 10 " 74 20'-2" 3'-5.. TV-10" ` --------------------------------------------------• I u , I � I � -------------------------------------- 1 - I I I 1 1 1 I 1 I 1 1 1 1 1 1 7/VSv��►�aN. I , 2 /oc}r ISO is/b f Aw" I 1 WjsP,t Ao AtcseA c__ •------------- --- I I I 1 1 1 , 1 1 I M' I A 1 1 I I , 1 1 1 , 1 I 1 I I 1 1 1 1 ro 26cEf V6 C1_0sEa ce u. .--------- ; P I IN Z •----------• a: I 1 , , I 1 I t t I I 13�-0" ; , I I , I I •r�• I , I 1 � 1 I ' I 1 , 1 1 cn 1 1 I � I 1 .r4 , • • I I --------- ! °;•, CHIMNEY TO REMAIN ; I I , 1 � I 1 - ------ At I I ,L J rl I . I 1 M , I 1 ------------------- ' I ------ T-------------------------- 1 I , ' ------------------------------------- ,4► R't7►6 CERTIFICATE OF LIABILITY INSURANCE iii I 4�3YYI THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(tes) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on Oft certificate does not confer rights to the certificate holder In lieu of such endorsements PRODUCER CONTACT Cynthia Henderson, CISR. Webber & Grinnell PHONE (413)5$6-0III FAX 0,{413}586-6#81 $ North Ring Street aIL chenderson guebberandgrinnell.coin NISUR S AFFORDING COVERAGE NAiC f Northampton MA 01060 IHsuRER A.Travelers companies, Inc. INSURED INSURER B:Citation 40274 Reiter Builders, Inc. tNSUR>RcTravelers Indemn. Co, CT 25682 51A Hatfield Street INSURER 0: INSURER E Northam ton MA 01060 INSURER F: COVERAGES CERTIFICATE NUMBEROaster Exp 12/13 REVISION NUMBER: THIS 1S TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTq TYPEOFINSURANCE �� R POLICY NUMBER POLICY POLICY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL UARLO Y. DAMAGE TO R 7 PRMSSS(Es Qpwrramel S 300,000 A CLAIMSMADE ®OCCUR 6806319N6611342 /1/2013 /1/2014 MEDEXP Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL.AGGREGATE $ 2,000,000 GENT AGGREGATE.LIMIT APPLIES PER:: PRODUCTS-COMPiOP AGG S 2,000,000 X POLICY PRa LOC S AUTOMOBILE LIABILITY Ce .Dirt 1 ODD 000' ANY AUTO BODILY INJURY(Per Person) 5 �~ B ALLOWNEB SCI3EDULED 21rr48CDIt07 2121/2012 2J21J2013 AUTOS g AUTOS BODILY INJURY(Per accidenq 5~ g HIRED AUTOS $ NON-OWNED PROPERTY DAMAGE "� S AUTOS ra Medical payments $ $ DOD UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED REIENf10NS $ C WORKERS COMPENSATION VVC STATtI- 10TH AND EMPLOYERS LIABILITY YIN IlBY LJIl9LIS ANY PROPRIETORIPARTNERIEXECUTNE Q NIA EL EACH ACCIDENT 5 100,000 (Mandatory In EXCLUDED? SUB2A56578213 /11/2013 /11/2014 (MandMOry In NIq EL DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under '-"�- DESCRIPTION OF OPERATIONS)e1ow E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attwh ACORD 101,Addltlonal Remarks Schedule,It more spece Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ***** For Information Only ***** ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C Henderson, CISRICIN �� a r -,esrfi.wrs� y ACORD 25(2010/05) D 1988-2010 ACORD CORPORATION. Ali rights reserved. INSr195 mini ni Tkxi QtInnn Hama aryl to sro rnn:efarsaA rwa.Irt,.f Sf f?Rr1 arising out of this Agreement shall be submitted to an experienced private construction arbitrator that shall be mutually selected by the parties to conduct a binding arbitration in accordance with the arbitration laws of the state where the project is located. The arbitrator shall be either a licensed attorney or retired judge who is familiar with construction law. If the parties can not mutually agree on an arbitrator within 30 days of written demand for arbitration, then either of the parties shall submit the dispute to binding arbitration before the American Arbitration Association in accordance with the Construction Industry Rules of the American Arbitration Association then in effect. Judgment upon the award may be entered in any Court having jurisdiction thereof. The prevailing party in any legal proceeding related to this Agreement shall be entitled to payment of reasonable attorney's fees, costs, and post-judgment interest at the legal rate. ENTIRE AGREEMENT, SEVERABILITY, AND MODIFICATION This Agreement represents and contains the entire agreement and understanding between the parties. Prior discussions or verbal representations by Contractor or Owner that are not contained in this Agreement are not a part of this Agreement. In the event that any provision of this Agreement is at any time held by a Court to be invalid or unenforceable, the parties agree that all other provisions of this Agreement: will remain in full force and effect. Any future modification of this Agreement should be made in writing and executed by Owner and Contractor. MISCELLANEOUS This agreement is a Massachusetts contract, contains the entire agreement between us, any representations or warranties not expressly contained in it are not a part of the Agreement, and it is binding upon our heirs, executors, successors and assigns. This Agreement may be modified only by an instrument in writing signed by both of us. This agreement is subject to and is intended to comply with the provisions of Chapter 142A of the Massachusetts General Laws and its corresponding regulations. YOU MAY CANCEL THIS AGREEMENT IF IT HAS BEEN SIGNED BY A PARTY THERETO BY FORWARDING YOUR INTENT TO CANCEL IN WRITING BY ORDINARY MAIL POSTED, BY TELEGRAM SENT OR BY DELIVERY, NOT LATER THAN MIDNIGHT OF THE THIRD BUSINESS DAY FOLLOWING THE SIGNING OF THIS AGREEMENT. By signing this Agreement, you acknowledge that you have received a complete and original signed copy of the entire Agreement and attached Addenda. Contractor may not start work until after this Agreement has been signed. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. THIS IS A LEGALLY BINDING AGREEMENT. IF THERE ARE ANY PROVISIONS WHICH YOU DO NOT UNDERSTAND, YOU SHOULD CONSULT WITH AN A TTORNEY BEFORE SIGNING. KEIT BUILDERS, INC. (CONTRACTOR) HOMEOWNER Y, Scott Keiter,President Date Date D to Contractor Owner building inspectors) will be treated as Additional Work under this Agreement resulting in an additional charge to Owner as set forth herein. Contractor and Owner may execute a Change Order for this Additional Work. Contractor to supervise, coordinate, and charge 25% profit and overhead on the following: all Additional Work under this Agreement, Additional Work caused by concealed conditions, all overages on ALLOWANCE work, all Owner-furnished materials, and all work of Owner's separate contractors who are working on site at same time as Contractor. The amount of the Additional Work will be reasonably determined by the Contractor, and will be subject to Contractor's profit and overhead as noted above. Contractor's profit and overhead, and any supervisory labor will not be credited back to Owner with any deductive Change Orders (work deleted from Agreement by Owner). RATES CHARGED FOR ALLOWANCE-ONLY AND TIME-AND-MATERIALS WORK Journeyman Carpenter: $50.00 per hour; Contractor: $50.00 per hour; Subcontractor: Amount charged by Subcontractor. Note: Contractor will charge for profit and overhead at the rate of 25% on all work performed on a Time-and-Materials basis (on both materials and labor rates set forth in this Agreement) and on all costs that exceed specifically stated ALLOWANCE estimates in the Agreement. PEOPLE AUTHORIZED TO SIGN CHANGE ORDERS The followin�people are authorized to sign Change Orders: �aA (Please fill in line(s)above at time of signing Agreement) PERMITS To perform this work, Keiter Builders, Inc., or subcontractors hired by Keiter Builders, Inc., will obtain, on Owner's behalf,the following permits(if required): x Building Permit _x_ Electrical Permit Smoke Certificate x Plumbing Permit Demolition Permit _x__Certificate of Occupancy IT IS THE OBLIGATION OF CONTRACTOR TO OBTAIN THESE PERMITS AS YOUR AGENT. IN THE EVENT THAT CONTRACTOR DOES NOT OBTAIN THESE PERMITS, AND THE OWNER OBTAINS THEM, OR IF CONTRACTOR IS NOT REGISTERED WITH THE BOARD OF BUILDING REGULATIONS, OWNER WILL NOT BE ENTITLED TO OBTAIN ANY BENEFITS FROM THE GUARANTEE FUND ESTABLISHED UNDER MASSACHUSETTS GENERAL LAWS CHAPTER 142A. Contractor's obligation to obtain permits is limited to those permits directly related to performing the work Contractor agrees to do. To the extent that other permits or governmental or regulatory agency approvals, such as, but not limited to, zone changes, variances, special permits, site plan approvals, or approvals of conservation commissions, are required to be obtained before Contractor can obtain their permits, it is the Owner's obligation to satisfy such requirements and to meet those requirements at the Owner's cost. PAYMENT SCHEDULE AND PAYMENT TERMS The total price for performing the work and supplying the materials under this Agreement is One Hundred Ninety One Thousand Five Hundred and Ninety One ($191,591.00) DOLLARS. Payments against work completed and materials delivered will be made within 2 days from when Contractor notifies Owner that Contractor has 4 Contractor Owner SUBCONTRACTORS *PLEASE SEE THE ATTACHED DOCUMENTS SHOWING INDIVIDUAL SUBCONTRACTOR ESTIMATES. *PLEASE NOTE THAT THESE ARE ESTIMATES ONLY AND MAY CHANGE EXCLUSIONS The following items are not included in this contract(OWNER TO SUPPLY AND/OR PERFORM): • Demolition and/or debris removal • Floor preparation or finish flooring • Plumbing fixtures • Electrical fixtures • Fire blocking • Priming and painting • Cathedral ceiling in master bedroom area • Any work to the second floor ceilings • Interior window extension jambs,casing, stools,and aprons for insert units • Master bedroom floor assembly —Pending review with Owner TOTAL PRICE FOR SUBCONTRACTORS: $73,664.00 TOTAL PRICE FOR ALL OTHER CONSTRUCTION: $117,927.00 TOTAL PRICE: $191,591.00 Initi Initi I Here OFFICE Initial H rt • Windows(SEE WINDOW SCHEDULE) • Door(SEE DOOR SCHEDULE) BATHROOM Initi I Here • Bathroom fixtures ALLOWANCE_$1,500.00 o This includes: (Tub, surround, toilet, vanity & top, mirror/med cab,t.p. holder, towel racks,etc.) • Closet (SEE TRIM PACKAGE) • Closet door (SEE DOOR SCHEDULE) • Windows(SEE WINDOW SCHEDULE) • Labor and misc. material to finish bathroom MASTER BEDROOM ■ Windows(SEE WINDOW SCHEDULE) ■ Door(SEE DOOR SCHEDULE) MASTER BATHROOM ■ Bathroom fixtures ALLOWANCE=$1,500.00 o This includes: (Tub, surround,toilet,vanity & top, mirror/ med cab, t.p. holder,towel racks,etc.) ■ Closet (SEE TRIM PACKAGE) ■ Closet door (SEE DOOR SCHEDULE) ■ Windows(SEE WINDOW SCHEDULE) ■ Labor and misc. material to finish bathroom 2ND FLOOR TRIM PACKAGE ■ Interior doors SEE DOOR SCHEDULE ■ Window trim SEE WINDOW SCHEDULE ■ Baseboard trim ALLOWANCE=$1.00I LINEAL FOOT ■ Window casing SEE WINDOW SCHEDULE AND EXCLUSIONS ■ Door casing ALLOWANCE=$1.25/LINEAL FOOT ■ Misc. trim ALLOWANCE=6 MAN HOURS& $100.00 MATERIAL ■ Closets. This includes a single shelf and pole, brackets, and cleats. o Bathroom ALLOWANCE=4 MAN HOURS& 50.00 MATERIAL o Bedroom 42 (1) ALLOWANCE=4 MAN HOURS& 50.00 MATERIAL o Bedroom #2 (2) ALLOWANCE=4 MAN HOURS& 50.00 MATERIAL o Bedroom #3 ALLOWANCE=4 MAN HOURS& 50.00 MATERIAL o Linen Closet ALLOWANCE=4 MAN HOURS& 50.00 MATERIAL o Master Closet ALLOWANCE=4 MAN HOURS& 50.00 MATERIAL EXTERIOR ■ Demolition (ALL DEMOLITION PERFORMED BY OWNER) ■ Patch siding—Misc. ALLOWANCE = 16 MAN HOURS& S500.00 MATERIAL ■ Excavate and back-fill bulkhead entrance area ■ Basic grading(loam, seed, straw) away from home on south side around bulkhead • Sliding Door (SEE DOOR SCHEDULE) • Stair assembly for slider(railing/concrete pad) ALLOWANCE=16 MAN HOURS& 400.00 MATERIAL o Note: Proposal does not include any patio work or walkway • Kitchen cabinets and countertops o All cabinetry and counters. ALLOWANCE= $12,000.00 o Labor and misc. materials for cabinetry FIRST FLOOR TRIM PACKAGE • Interior doors SEE DOOR SCHEDULE • Window Trim SEE WINDOW SCHEDULE • Kitchen Pantry shelving ALLOWANCE=8 MAN HOURS& $400.00 MATERIAL ■ Baseboard trim ALLOWANCE=$1.00/LINEAL FOOT ■ Window casing SEE WINDOW SCHEDULE AND EXCLUSIONS ■ Door casing ALLOWANCE= $1.25/LINEAL FOOT ■ Misc. trim ALLOWANCE= 6 MAN HOURS& $100.00 MATERIAL ■ Closets. This includes a single shelf and pole, brackets, and cleats o Bathroom ALLOWANCE=4 MAN HOURS& 50.00 MATERIAL o Family Room (1) ALLOWANCE=4 MAN HOURS& 50.00 MATERIAL o Family Room (2) ALLOWANCE=4 MAN HOURS& 50.00 MATERIAL o Bedroom #1 ALLOWANCE=4 MAN HOURS& 50.00 MATERIAL 2ND FLOOR FRAMING & STRUCTURAL ALLOWANCE=108 MAN HOURS$2,750.00 MATERIAL • NOTE: It is possible that structural work may need to be performed at the bedroom #3 /Hallway area—Pending review after demolition —This is not included in this scope of work • Master Bedroom floor assembly -Not included—Pending review • Framing for new window at Master Bedroom back gable wall • Frame In (close) window at new master bedroom closet • Frame-in (close) door in new master bedroom area • Misc. fasteners and connections • Misc. framing, blocking, etc. ■ Misc. sheathing and subfloors ( / ■ Fire blocking, sealing, etc. Initial H ■ Air sealing HALLWAY ■ Doors (SEE DOOR SCHEDULE) Inal Here BEDROOM#2 ■ Windows(SEE WINDOW SCHEDULE) ■ Door(SEE DOOR SCHEDULE) BEDROOM#3 ■ Windows(SEE WINDOW SCHEDULE) ■ Door(SEE DOOR SCHEDULE) • Interior partition walls Initial • Pad down ceiling to accommodate new structural members • Strapping- First Floor- Level Ceiling w/Laser • Patch floor for chimney (framing and subfloor only)- 1 st floor,2nd floor, roof • Patch roof for chimney o Misc. fasteners and connections Initi I Here • Misc. framing, blocking, etc. • Misc. sheathing and subfloors • Sheathing and floor work in Mudroom Area • Air sealing o Misc. structural FRONT ENTRY • Stairs • See structural and framing • Treads, risers, skirt, railing, landing ALLOWANCE=24 MAN HOURS& $750.00 MATERIAL • Front entry door(Move to north for future stair case and to line-up with hallway) o SEE DOOR SCHEDULE BEDROOM(1) • Windows(SEE WINDOW SCHEDULE) • Closet(SEE TRIM PACKAGE) FAMILY ROOM ■ Windows(SEE WINDOW SCHEDULE) ■ Closet(SEE TRIM PACKAGE) BATHROOM ■ Bathroom fixtures ALLOWANCE_$1,500.00 o This includes: (Tub, surround, toilet, vanity & top, mirror/ med cab, t.p. holder,towel racks, etc.) ■ Closet (SEE TRIM PACKAGE) ■ Closet door (SEE DOOR SCHEDULE) ■ Windows(SEE WINDOW SCHEDULE) ■ Labor and misc. material to finish bathroom MUDROOM ■ See Structural and Framing for floor sheathing and repair ■ Exterior Door (SEE DOOR SCHEDULE) ■ Exterior PT steps, railing and pad ALLOWANCE=12 MAN HOURS$350.00 MATERIAL ■ Note. Walkway is not included ■ Windows (SEE WINDOW SCHEDULE) KITCHEN AND EATING AREA ■ Windows (SEE WINDOW SCHEDULE) Em R initia OBUILDERSNC Initi I Here SCO_ PE OF WORK -111 JANUARY 30, 2014 CUSTOMER NAME: Emmy Paris & John Wanner ADDRESS: 86 Lake Street, Northampton, MA ESTIMATED START DATE: February 1,2014 ESTIMATED PROJECT RUN TIME: 4—Months GENERAL ■ Permit application, fees, and inspections. ■ General contracting and project management ■ Construction site set-up and break-down ■ Daily site set-up and breakdown • Materials pick-up, receiving, and handling ■ (1)dumpster for length of project ■ Portable toilet ■ Temporary Heat BASEMENT ■ Demolition (ALL DEMOLITION PERFORMED BY OWNER) ■ Chimney (1)— DEMOLITION PERFORMED BY OWNER • Owner to demolish chimney from roof to basement slab • Keiter Builders to patch roof sheathing and shingles at chimney location • Majority of brick to stay onsite for Owner use o Keiter Builders to remove and dispose of remaining brick and mortar ■ Framing& Structural • M isc. Structural in basement ALLOWANCE= 12 MAN HOURS& $300.00 MATERIAL • Fasten poly and tape joints around rock foundation to act as base for closed cell foam • Fire retardant paint on foam ALLOWANCE= $500.00 IsT FLOOR FRAMING AND STRUCTURAL ALLOWANCE=256 MAN HOURS& $8,858.60 MATERIAL ■ Demolition(ALL DEMOLITION PERFORMED BY OWNER) ■ Framing and Structural o NOTE: "STRUCTURAL REVIEW IS REQUIRED AFTER DEMOLITION" • Family Room structural beam, posts, and footings- EAST/WEST • Family Room to Kitchen structural beam, posts, and footings-NORTH/SOUTH o Reframe wall for kitchen window (Includes framing only - See "Patch Siding for Misc." and "Kitchen" o Frame-in floor for back stair area • Re-framing for front entry and stair area- LVL, Header, Joists only • Stairs (Stringers and Pad) CITY OF NORTHAMPTON =r Construction Debris Affidavit In accordance with the provisions of MG.L. c. 40 § 54, all debris resulting from any work by-a-Btrildmg Permit-shall be d.isposed�of•in a:propedy licensed.disposal facility, - as defined by M.G.L-: c.-111- § 150A. . Address of Work: The-debris-will.be-trarasporfed by: _ The debris.wili be receive8:at:. Signature of Permit-Applicant _ ?----- --... - .'Date Building Permit Number: . r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ARplicant Information sp Please Print L2Wb1X Name(Business/Organization/Individual):: K iii r 'e-1'5 G Address: Jr/ A City/State/Zip-UD rrLh�wlo -yt f�A- D lb �0 Phone#: `f/3- 58 - $(vqp Are you an employer? Check the appropriate box: Type of project(required): I. I am an employer with 4. 111 am a general contractor and I 6. ❑ New construction employees(full and/or p time).* have hired the sub-contractors 7. gf Remodeling listed on the attached sheet. J 2. ❑ I am a sole proprietor or partner- These sub-contractors have 8. ❑ Demolition ship and have no employees employees and have workers' working for me in any capacity. comp.insurance.$ 9. ❑ Building addition [No workers' comp.insurance 10.❑ Electrical repairs or additions required.] 5.❑ We are a corporation and its officers have exercised their 11.❑ Plumbing repairs or additions 3. ❑ I am a homeownerSeattle8 doing right of exemption per MGL c. 12.❑ Roof repairs all work myself.[No workers' 152,§1(4),and we have no comp.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. f Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees.If the subcontractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees.Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.M S6Gt 8 2 A 6&5 7$ Z/ 3 Expiration Date: 6, Job Site Address:All Locations City/State/Zip:F-Gpr-e-"e_- /4A— D/D&,5? �!v GA,E'.e- r�-� 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. Id hereby ertify under the pains and penalties of perjury that the information provided above is true and correct. /�, /J Signatur Gf-Gt +r✓ IGl CYO C. Date: a l a ao l Phone /.3 - 58/o— $(000 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#: ZAWorkers Comp Aff-Highlited.doc SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: SG b TT /� TE 2 C5 — 10 2 4-6 7 License Number 3/ a (0/ 20 /Zalg Ad ress of Expiration Date VW V6ture Telephone 9. rite Improvement Contizctor: Not Applicable ❑ 1O c . 175169 Company Namerr Registration Number /�6r-AAWlpft 7\ 0 /066 � / 2°I / 2oi5 Address Expiration Date Telephone 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 building permit. Signed Affidavit Attached Yes....... No...... ❑ 11� -.Harries Qwri�r 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) 7 New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [Ol Decks [M Siding[O] Other[O) Brief Description of Proposed Work: C6m 1 1 //�'( e� l'ie f r�iYVt 6GL Alteration of existing bedroom X Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet Ba. If New house o sti I no housing, the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 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 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 i as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date C L T eE,MEK oaf Bi✓n/T E ITEM �5 0/LQ-l2t> IAJC, - 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 penalties of perjury. SCOTT E ITE/Z Prin Name a .17o� Si nature of weer/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: . R: L R: Rear Building Height Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location 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:'' IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 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: 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 0 NO 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. � rt City of Northampton Sttusotl�etr3alt I � Building Department Curti uit6 Permit 212 Main Street S Room 100 uV ell At�atlablllty + Electric, Pr.r,r orthampton, MA 01060 Two Sets of Structurei Plans No 'r,..n ht_ 3-587-1240 Fax 413-587-1272 t?I©tite Plans C)ther Sp*~olfy ��� APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: 8� L a.-�� �-�•-e� Map Lot Unit Zone Overlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: P.Xr,'S Jo wok- /V/�'�P 747\ 07 is Name(Print)-./ Current Mailing Address: AI A3 5s4-9-(Pov Telephone Signature 2.2 Authorized Agent: j\-/6 ,Q I (� /� I_ �,I 3co7T llc—t-r��,Pi2E2. ITf~/2 �iI-D6-g `^a y� 0%/'h�(u�4"f�� �"t� /D �d Na a(Print) Current Mailing Address: 7 — — 4l3 . 5'?b- $6,60 i nature Telephone ESTIMATED U T Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building G; ®D (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) Fire Protection 6. Total=(1 +2+3+4+5) .SCI �• °� Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0884 APPLICANT/CONTACT PERSON SCOTT KEITER ADDRESS/PHONE 51A HATFIELD ST NORTHAMPTON (413)320-9035 PROPERTY LOCATION 86 LAKE ST MAP 17A PARCEL 245 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildiniz Permit Filled out CL Fee Paid 0(J ye Tpeof Construction: COMPLETE INTERIOR REMODEL New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 102457 3 sets of Plans/Plot Plan THE FO ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION 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 "Permit DPW Storm Water Management Demo tion lay ignatur f i di fficial 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. 86 LAKE ST BP-2014-0884 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17A-245 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Perrnit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:renovation BUILDING PERMIT Permit# BP-2014-0884 Project# JS-2014-001536 Est. Cost: $191591.00 Fee: $1149.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SCOTT KEITER 102457 Lot Size(sq.ft.): 16988.40 Owner: WANNER JOHN Zoning: URB(100)/ Applicant: SCOTT KEITER AT. 86 LAKE ST Applicant Address: Phone: Insurance: 5 1 A HATFIELD ST (413) 320-9035 WC NORTHAMPTONMAO1060 ISSUED ON:212512014 0.00.00 TO PERFORM THE FOLLOWING WORK.-COMPLETE INTERIOR REMODEL 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 Si nature: � A [�i0t� FeeType: Date Paid: Amount: Building 2/25/2014 0:00:00 $1149.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner