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31C-024 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 has filtered dirt out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 41. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 42. 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. 43. 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 or attached garage. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 44. Closets beneath stair which have doors must be drywalled with %".780 CMR R302.7 45. 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 equal to surrounding, gasketed, and secured in place. 46. Clearances above gas stoves and cook tops burners is 24" to non-combustible or 30"to combustibles. 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: cmillera-northamptonma.gov Thank r your cooperation on these matters. huck M ler City of Northampton Assistant Commissioner and Zoning Enforcement 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. 24. 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. 25. Floor joist systems that are not equal to 1%" nominal dimension must be covered with %" drywall or 5/8" wood structural panel or equivalent with some exceptions. 780 CMR R501.3 26. 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. 27. 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 28. Where dryer ducts penetrate the wall they must be sealed with fire caulk. 780 CMR M504.2 29. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M504.4 30. Dryer duct transition is limited to 8' of aluminum flex,must be exposed, and the proper UL listing. 780 CMR M504.6.3 31. Dryer duct maximum equivalent length is 35' less 5' per 900 elbow or per manufacturer's specs.780 CMR M502.6.4, no screwed connections use foil tape appropriate for the use. 32. Dryer ducts when concealed must have a permanent label or tag within 6' of the duct connection 780 CMR M502.6.5 33. Makeup air is required for dryers exhausting more than 200 CFM. 780 CMR M504.5 34. Makeup air is required for any exhaust hood over 400 CFM.780 CMR M505.2 35. 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 36. 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. 37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 38. 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 39. 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. 40. 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). 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 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. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls with bearing partitions,joints staggered 2' minimum. 780 CMR R602.3.2 a. Exception:A single plate may be used or plates may be excluded over lintels provided the plates/lintels are adequately connected by a 3" x 6" plate .036 galvanized steel nailed to each segment with 6-8d nails 15. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 16. All I-Joist need to be protected from fire with% drywall or 5/8 wood structural panel. (R501.3) 17. 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. 18. 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. 19. 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 20. 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 21. 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 22. 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 1"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%"from the top of the threshold and only in-swinging doors. 780 CMR R311.3 23. 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 City of Northampton Massachusetts '? jf DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building �, ,, � Northampton, MA 01060 Njy" �1 INSPECTOR Pecoy Builders—Adam Renaud January 19, 2015 215 Baldwin Street West Springfield, MA 01089 Subject Location: 119 Moser Street Lot A-17 Map Block: 31C-032 Mr. Renaud, Your building permit application with plans dated 11-30-15 has been approved as drawn, noted 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. The side separation is within 5' and therefore that wall requires a 1 hr fire rating. 2. All loads must have continuous loads paths to appropriate bearing. 3. The garage needs ceiling joist or a structural ridge that bears on an appropriate header. 4. The front and rear of the garage require PFH per R602.10.3.3. If not poured with anchors it will require an engineered solution. 5. All electric boxes need to be air tight or have all holes durably sealed. 6. An air barrier is required between the tub and the wall cavity before the tub goes in. 7. If permeable insulation is used air sealing and an air sealing inspection is required at the exterior and interior skins.Typically the sheathing and drywall.Caulking, sealing and gasketing may be required. Note:The 2012 IECC with MA amendments is the non-stretch energy code and the 9th Edition Building Code and new Stretch Code are expected to begin in July of 2016. As of August 4th 2011 the 81h 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://pubiicecodes.cyberregs.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 81h 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 I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. or if high water table or severe soils waterproofing 780 CMR R406.2. 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%" 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, each bedroom and walk- in attics. 780 CMR R310.1 " Member Report of wa=a ay way r < sir Label:TS3-2 1 Design Tag:15177 Design Passed 2 piece(s)of 1 3/4"x 117/8"1.55E TimberStrand®LSL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: bl5-0945-rev a-boilard-lot 24 mosher Javelin®Software 5.2.1.324 Design Engine:V6.2.0.25 B 15-0945-A DS 1/14/2016 11:58:13 AM Page 2 of 2 I `'' Member Report '..."r" n, W.,—h---, Label:TS3-2 1 Design Tag:15177 Design Passed 2 piece(s)of 1 3/4"x 117/8"1.55E TimberStrand@ LSL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described ,0 �7 1 1 2 5 2' 16'61/2' 4 1/4' 17'4114' Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 1T4 1/4" Member Drawing Not to Scale ..--,. . ._ , -w_. . ..__._ �.._.. -._._.. Design Results Qesign[p Location Mowed Resutt LDF', Load Combination (Load Group) Critical Reaction 1738 lb @ IT 1 1/2" 6322 lb(4.25") Passed-27% 1.0 D+1.0 L-(0) Shear 1766 lb @ 1'5 3/8" 8590 lb Passed-21% 1.00 1.0 D+1.0 L-(0) _. _._.. . . _.__.._ .._._..._...... _.._..� Moment 9151 lb-ft @ 6'4 5/16" 15953 lb-ft Passed-57% 1.00 1.0 D+1.0 L-(0) .___.__ Live Load Deflection 0.25"@ 8'2 3/4" 0.56"U360 Passed U810 1.0 D+1.0 L-(0) Total Load Deflection 0.62"@ 8'5 3/4" 0.84"U240 Passed-U326 1.0 D+1.0 L-(0) _ . .... ......... ......... . ................... . Desian Notes: `Bracing(Lu):All compression edges(top and bottom)must be braced at 12-11-12 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Suppo rt Start:End Req'd Br'g Source Dead Floor Live Roof Live Snow 1 0":51/2" 1.5" E2(i184) 988 lb 824 lb 2 17'0" :17'4 1/4" 1.5" E4(i185) 1192 lb 571 lb Loads: Maximum Loads on Member Tvpe Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":17'4 1/4" Self Weight 13 lb/ft Uniform 1 1/8":17'4 1/4" FC4 Floor Decking 8 lb/ft 27 lb/ft Uniform 5'11 1/2":17'4 1/4" E21(11377) 99 Iblft 7lb 1ft Uniform 5'11 1/2":17'0" E21(il377) 5 lb/ft Uniform 16'6 3/4":17'4 1/4" E21(il377) 1 lb/ft Uniform 16'9 1/4":17'4 1/4" E21(il377) 5 To 5 lb/ft - Point 68 3/4":- E20(i1376) 633 lb 855 lb Errors,Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. `The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. `Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: bl5-0945-rev a-boilard-lot 24 mosher Javelin®Software 5.2.1.324 Design Engine:V6.2.0.25 B 15-0945-A DS 1/14/2016 11:58:13 AM Page 1 of 2 "JAVELIN ' Member Report wo';wa,a by Wry t aer Label:TS1-3 1 Design Tag:14936 Design Passed 3 piece(s)of 1 3/4"x 9 112"1.55E TimberStrand®LSL Member Type:Beam I Level:1st Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. (ZS�SUSTAINABLE FORESTRY INITIATIVE File Name: bl5-0945-rev a-boilard-lot 24 mosher Javelin®Software 5.2.1.324 Design Engine:V6.2.0.25 B15-0945-A DS 1/14/2016 11:56:52 AM Page 2 of 2 ;*JJ AV E 1- 1. N Member Report b.4 Ivey h.e Label:TS1-31 Design Tag:i4936 Design Passed 3 piece(s)of 1 3/4"x 9 1/2"1.55E TimberStrand@ LSL Member Type:Beam I Level:1st Floor Product is Sufficient for Application and Loads Described .......... 2 3 T 10 1/4' s T 10 1/4' 0 16'110" t Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 16'10" Member Drawing Not to Scale Design Results. Design(M Location llo ed Result )_DF Load Combination-(Load Group) ,Critical Reaction 14906 lb @ 2 1/2" 1 18375 lb(4") Passed-81% 1.0 D+0.75 L+0.75 S-(0) ------------------- 'Shear 4967 lb @ T4 3/4" 10308 lb Passed-48% 1.00 1.0 D+1.0 L-(0) ------------------- Moment — -'9'-22-4--1b-ft-@--8"—5-- 15633 lb-ft Passed-59% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.12"@ 12'9" 0.27"L/360 Passed-U799 - 1.0 0+1.0 L-(0) Total Load Deflection 0.15"@ 12'9 15/16" 0.41"U240 Passed-L/661 1.0 D+1.0 L-(0) Design Notes: *Bracing(Lu):All compression edges(top and bottom)must be braced at 16-10-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supoorts: Maximum Loads to Supports Su ort Start 7 End Recd Beg Source Dead Floor Live Roof Live now 1 011:4" 3.24" F8(il06) 5530 lb 8731/-4271b 4278 lb 2 8'2 1/4":8'7 3/4" 2.92" PB01(il 17) 2515 lb 8217 lb -158 lb 3 166":16'10" 1.5" F11(i173) 783 lb 2767/-3891b 26 lb Loads: Maximum Loads on Member Type Start 7 End Combine Source Dead Floor Live Roof Live now Self Weight 0":1610" Self Weight 16 lb/ft - Tapered 4":160" Smoothed Load 242 To 249 lb/ft 807 To 829 lb/ft - Point 11/4":- SSBk1(i5189) 4616 lb 5735 lb 4147 lb Point 158" SS1(i5075) 350 lb 1167 lb - Errors,Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: bl5-0945-rev a-boilard-lot 24 mosher JavelinO Software 5.2.1.324 Design Engine:V6.2.0.25 B I 5-0945-A IDS 1/14/2016 11:56:52 AM Page 1 of 2 ` $ V E L I , , Member Report Of -- by tarty ( O sn Label:SS7-2 I Design Tag:15094 Load Distribution Complete 2 piece(s)of 2 X 12 SPF No.2 Member Type:Beam i Level:1 st Floor Loading and support reactions have been established for this member Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. {ZT�SUSTAINABLE FORESTRY INITIATIVE File Name: bl5-0945-rev a-boilard-lot 24 mosher Javelin®Software 5.2.1.324 B15-0945-A DS 1/14/2016 11:56:52 AM Page 2 of 2 i AVY E L I N' Member Report Label:SS7-2 I Design Tag:i5094 Load Distribution Complete 2 piece(s)of 2 X 12 SPF No.2 Member Type:Beam I Level:1 st Floor Member has not been designed Loading and support reactions have been established for this member 1 2 3'4 IrT V 4 1/2' Building Code: IBC 2012 Design Methodology: ASID Member Cut Length: 3'4 1/2" Member Drawing Not to Scale Design Design(�Location Allowed Result LDF Load Combination-(Load Group) Calculated design results for this member,if any,are shown. (if no results are shown,the member has not been designed.) Supports: Maximum Loads to Supports Support Start End Req'd Bi'q Source Dead Floor Live Roof Live Snow 1 W:0" SS3-2(i5133) 64 lb 171 lb 2 3'4 1/2":- SS5-2(i5139) 79 lb 223 lb Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":3'4 1/2" Self Weight 7 lb/ft - Point 1-3":- SS6(i5058) 60 lb 199 lb Point 2-7":- SS6(i5126) 58 lb 195 lb Connector Information: Nailing Requirements Support Manufacturer Model T02 Face Member Min.Seat Length Other Information 1 SST THAI-2(W=3.125) 4-10dcommon 2-10dcommon 2-10dx1-1/2 N/A 2 SST WP211.25-2X 2-10d x 1-1/2 Not Applicable 2-10d x 1-1/2 N/A Errors,Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: bl5-0945-rev a-boilard-lot 24 mosher Javelin(&Software 5.2.1.324 B15-0945-A IDS 1/14/2016 11:56:52 AM Page 1 of 2 "' Member Report Label:SS3-2 I Design Tag:i5133 Load Distribution Complete 2 piece(s)of 2 X 12 SPF No.2 Member Type:Beam I Level:1 st Floor Loading and support reactions have been established for this member Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. {2S�SUSTAINABLE FORESTRY INITIATIVE File Name: bl5-0945-rev a-boilard-lot 24 mosher Javelin®Software 5.2.1.324 B 15-0945-A DS 1/14/2016 11:56:52 AM Page 2 of 2 Member Report I t`.— h. W.Y-h..-- Label:SS3-2 I Design Tag:i5133 Load Distribution Complete 2 piece(s)of 2 X 12 SPF No.2 Member Type:Beam I Level:1st Floor Member has not been designed Loading and support reactions have been established for this member 1 2 3 4�' 91 12'0 12" 1919, Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 19'9" Member Drawing Not to Scale LoaglCo Combination d Groupj' Design Results: Design 0 Location Allowed Loa .............. Calculated design results for this member,if any,are shown. (If no results are shown,the member has not been designed.) Supports: Maximum Loads to Supports Support Start End Req'd Brq Source Dead Floor Live Roof Live Snow 1 01. 4" F8(il06) 56 lb 188/-48 lb 2 7'1":7'4 1/2" PB03(i122) 297 lb 634 lb 3 19'5":19'9" F6(008) 82 lb 156/-10 lb Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":19'9" Self Weight 7 Ibift Uniform 0":7'4 1/2" FC1 Floor Decking 16 lb/ft 53 lb/ft Uniform T4 1/2":19'5" FC1 Floor Decking 9 lb/ft 28 lb/ft Uniform 19'5":19'9" FC1 Floor Decking 8 lb/ft 26 lb/ft Point 7'3":- SS7-2(15094) 64 lb 171 lb Point 19'5":- FC1 Floor Decking - 1 lb Errors,Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: bl5-0945-rev a-boilard-lot 24 mosher JavelinO Software 5.2.1.324 B15-0945-A IDS 1/14/2016 11:56:52 AM Page 1 of 2 r,n ' V I � Member Report wo..wa.K by w.y.,i;--e, Label:SS5-2 I Design Tag:i5139 Load Distribution Complete 2 piece(s)of 2 X 12 SPF No.2 Member Type:Beam I Level:1 st Floor Loading and support reactions have been established for this member Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. {ITGJ SUSTAINABLE FORESTRY INITIATIVE File Name: b15-0945-rev a-boilard-lot 24 masher Javelin®Software 5.2.1.324 B15-0945-A DS 1/14/2016 11:56:52 AM Page 2 of 2 Member Report of twnr b IV hu x v re C, Label:SS5-2 1 Design Tag:i5139 Load Distribution Complete 2 piece(s)of 2 X 12 SPF No.2 Member Type:Beam I Level:1 st Floor Member has not been designed Loading and support reactions have been established for this member 1 2 4,1"r, tr s` Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 12'9" Member Drawing Not to Scale _. Design Results Design 0 Location Allowed Result LDF Load Combination (Load Group) ...... ..--. _t._._. Calculated design results for this member,if any,are shown. (If no results are shown,the member has not been designed.) Supports: Maximum Loads to Supports Support Start:End Req'd Br'g Source Dead Floor Live Roof Live Snow 1 1":41/2" P6O2(il21) 150 lb 303 lb 2 12'S":12'9" F6(i108) 66 lb 66 lb Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":12'9" Self Weight 7 lb/ft Uniform 0":4 1/2" FC1 Floor Decking 8 Ib/ft 27 lb/ft Uniform 4 1/2":12'5" FC1 Floor Decking 3 lb/ft 11 lb/ft Uniform 12'5":12'9" FC1 Floor Decking 3 Ib/ft 8 lb/ft Point 3":- SS7-2(15094) 79 lb 223 lb Point 12'5":- FC1 Floor Decking - 1 lb Errors.Warnings,&Notes: `If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. `Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. `Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: bl5-0945-rev a-boilard-lot 24 mosher Javelin®Software 5.2.1.324 615-0945-A DS 1/14/2016 11:56:52 AM Page 1 of 2 Member Report t wax by Wxyx i reu:aer Label:M2-2 I Design Tag:i5120 Design Passed 2 piece(s)of 1 3/4"x 11 1/4"2.0E Microllam®LVL Member Type:Beam I Level:Attic Floor Product is Sufficient for Application and Loads Described Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. {ZS)SUSTAINABLE FORESTRY INITIATIVE File Name: bl5-0945-rev a-boilard-lot 24 mosher Javelin®Software 5.2.1.324 Design Engine:V6.2.0.25 815-0945-A DS 1/1412016 11:59:02 AM Page 2 of 2 .. Member Report i.wate by Wey h .�xer Label:M2-2 I Design Tag:i5120 Design Passed 2 piece(s)of 1 3/4"x 11 1/4"2.0E Microllam®LVL Member Type:Beam I Level:Attic Floor Product is Sufficient for Application and Loads Described IL 1 2 + lrr � 11 'I 67011T Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 6'0 1/2" Member Drawing Not to Scale Design Results: Design riff Location Allowed Result F _ e _ Load Combination-(Load Group) Critical Reaction 1195 lb @ 6'0 1/2" 3938 lb(1.5") Passed-30% 1.0 D+1.0 L-(0) Shear 920 lb @ 5'1 1/4" 7481 lb Passed-12% 1.00 1.0 D+1.0 L-(0) ___ .. _ _ ..0 Moment 1773 Ib-ft @ 3'2 1/2" 16137 Ib-ft Passed-16% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.01"@ 3'2 1/2" 0.19"L/360 Passed-L/999 1.0 D+1.0 L-(0) Total Load Deflection 0.02" @ 3'2 1/2" 0.29"U240 Passed-U999 1.0 D+1.0 L-(0) Design Notes: `Bracing(Lu):All compression edges(top and bottom)must be braced at 6-00-08 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports u ort Start:End Reg'd Br'g Source Dead Floor Live Roof Live snow 1 01.:4" 1.5" E20(il376) 495 lb 767 lb 2 6'01/2":- 1.5" M1-2(i5181) 470 lb 733 lb Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":6'0 1/2" Self Weight 11 Ib/ft Uniform 0":62 1/2" Smoothed Load 92 lb/ft 153 lb/ft Uniform 011:4" E27(i1528) 5 Ibift - Uniform V2 1/2":62 1/2" Smoothed Load 75 lb/ft 125 lb/ft Point 5'10 1/2":- - SS3(i1512) 64 lb 107 lb Point 5'10 1/2":- SS4(i1519) 56 lb 94 lb Connector Information: Nailing Requirements Support Manufacturer Model TOO Face Member Min.Seat Length Other Information 2 SST HHUS410 Not Applicable 30-16d common 10-16d double 1.5" Minimum seat length reported is based on the design load Errors.Warnings.&Notes: •If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. •The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. File Name: bl5-0945-rev a-boilard-lot 24 mosher Javelin®Software 5.2.1.324 Design Engine:V6.2.0.25 B15-0945-A DS 1/14/2016 11:59:02 AM Page 1 of 2 �i'J AVE N Member Report —f-- A, w" Label:Ml-21 Design Tag:15181 Design Passed 2 piece(s)of 1 3/4"x 11 1/4"2.0E Microllam®LVL Member Type:Beam I Level:Attic Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. {1S�SUSTAINABLE FORESTRY INITIATIVE File Name: bl5-0945-rev a-boilard-lot 24 mosher Javelin®Software 5.2.1.324 Design Engine:V6.2.0.25 B15-0945-A DS 1/14/2016 11:59:02 AM Page 2 of 2 Member Report Surt,.nre by avnyer her.iser Label:Ml-21 Design Tag:15181 Design Passed 2 pieces)of 1 3/4"x 11 1/4"2.0E Microllam®LVL Member Type:Beam I Level:Attic Floor Product is Sufficient for Application and Loads Described 1 2 sf IV21rr I, L 17 1" Building Code: IBC 2012 Design Methodology: ASD Member Cut Length: 12'1" Member Drawing Not to Scale Desipn Results. Design(�Location Allowed esult LDF Load Combination-(Load Group) Critical Reaction 4442 lb @ 11'10 1/2' 5950 lb(4') Passed-75% _ 1.0 D+0.75 L+0.75 S-(D) ....... ..... ....v ......,.w, Shear 3947 lb @ V5 3/4" 8603 lb Passed-46% 0.75 L+0.75 S-(D) _._._ Moment 13410 lb-ft @ 6'2 7/8 18558 lb-ft Passed-72% 1.15 1.0 D+0.75 L+0.75 S-(D) Live Load Deflection 0.26"@ 6'1 11/16" 0.38"U360 Passed-U529 1.0 D+0.75 L+0.75 S-(D) _. _ .._-.- .._. _.. ..,....._.._......................... - Total Load Deflection 0.42"@ 6'1 11/16" 0.57"U240 Passed-U326 1.0 D+0.75 L+0.75 S-(D) Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 10-05-14 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support Start:End Reed Beg Source Dead Floor Live Roof Live Snow 1 0":61/2" 3.94" B1(i1387) 2321 lb 1837 lb 29011b 2 11'9":12'1" 2.99" E13(i1369) 1690 lb 1006 lb 2645 lb Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":12''1" Self Weight 11 Ib/ft Uniform 0.1:12"1" FC5 Floor Decking 2 lb/ft 3 lb/ft Uniform -0.1:11,9" E34(i1527) 182 lb/ft - 472 Ib/ft Uniform 61/2":11'21/2" Smoothed Load 1171b/ft 194 lb/ft Point 6 3/4":- - M2-2(i5120) 470 lb 733 lb Errors.Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: b15-0945-rev a-boilard-lot 24 mosher Javelin®Software 5.2.1.324 Design Engine:V6.2.0.25 B15-0945-A DS 1/14/2016 11:59:02 AM Page 1 of 2 Registry ID: �y�,/L���%' • �������� � Rating Number: HERS-530 Certified Energy Rater: Matt Turcotte w Rating Date: 12/8/15 61 Ford Crossing Rating Ordered For: Northampton,MAO 1060 Estimated Annual Energy Cost zxw L�3 Projected Rating 5 Stars Plus Use MMBtu Cost Percent Projected Rating: Based on Plans, Field Confirmation Required Heating 48.0 $696 32% Uniform Energy Rating System Energy Efficient Cooling 2.2 $114 5% Hot Water 14.4 $204 9% 1 Star 1 Star Plus 2 Stars 1 2 Stars Plus 1 3 Stars �"150101 4 Stars 4 Stars Plus 5 Stars 5 Stars Plus Lights/Appliances 22.7 $1158 53% 500-401 400-301 300-251 250 201 200 151 100-91 90-86 85-71 70 or Less Photovoltaics -0.0 $-0 -0% HERS Index: 53 Service Charges $0 0% General Information Total 87.4 $2172 100% Conditioned Area: 2297 sq.ft. HouseType: Single-family detached Conditioned Volume: 27897 cubic ft. Foundation: Unconditioned basement This home meets or exceeds the minimum Bedrooms: 3 criteria for all of the following: Mechanical Systems Features Heating: Fuel-fired air distribution,Natural gas,97.0 AFUE. Cooling: Air conditioner,Electric,16.0 SEER. Water Heating: Instant water heater,Natural gas,0.95 EF,0.0 Gal. Duct Leakage to Outside: 23.00 CFM25. Ventilation System: Balanced:ERV,53 cfm,24.0 watts. Programmable Thermostat: Heating:Yes Cooling:Yes Building Shen Features Ceiling Flat: R-59.2 Slab: None Sealed Attic: NA Exposed Floor: R-0.0 Vaulted Ceiling: R-50.4 Window Type: U-Value:0.300,SHGC:0.250 Above Grade Walls: R-26.0 Infiltration Rate: Htg:2.50 Clg:2.50 ACH50 Foundation Walls: R-10.1 Method: Blower door test Ughts and AppBance Features TITLE Percent Interior Lighting: 80.00 Range/Oven Fuel: Electric Company Percent Garage Lighting: 80.00 Clothes Dryer Fuel: Electric Address Refrigerator(kWh/yr): 0.00 Clothes Dryer EF: 3.01 City,State,Zip Dishwasher Energy Factor: 0.00 Ceiling Fan(cfm/Watt): 0.00 Phone# The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Fax# REM/Rate-Residential Energy Analysis and Rating Software 04.6.1 This information does not constitute any warranty of energy cost or savings. ©1985-2015 Noresco,Boulder,Colorado. City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the 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 , S 150A. Address of the work: (o l Rp-c-) �re�ss The debris will be transported by: The debris will be received by: Building permit number: Name of Permit Applicant &;-N-r r-c-cc,y , Gc/ Date Signature of Permit Applicant The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): K_ti Pec" SO--s Ctti���y+GT10Y�1 IUC Address: 2-15 sTg r c__T_ City/State/Zip: Phone #: Cy 1 3) -7?,t--7ac?- Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 3 L 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. [ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working or me in an capacity. employees and have workers' g Y P Y 9. ❑ Building addition [No workers' comp. insurance comp. insurance.+ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no 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. fi 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 sub-contractors 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: B uRNw s K N t t.tsj EAti LE Policy#or Self-ins. Lic.#: W MZ too tx C iv`C2 3- Zo N A Expiration Date: 36/Zu 1 to Job Site Address: b i Fl7R 0 L R bS S i ti G, City/State/Zip: ;M A 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 certi r the/pCaz' s a nalties of perjury that the information provided above is true and correct. Sty nature: Date: Phone#: LA i 3� -7 L 1 --7 t'3Uo 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#: LOT A23 1 `- WATER STUBS I t �'�tS�Trrva a ' or`F L��€ dj t LOT A24 •'' „fin%,� �.a p � 6 =�.y,�s„���_ d LOT A2 -n WATER STUBS Z ` N T TO W.G. y S LOT A26 so �. �c4 (bl) �orv� Gr2Ui�c� i h x } s r f i � k 4' rt• } 1 { 1 r €€ 3 T 3 lcx�` .tit a5 a t iar � so k col i �or�4 Gf0y5'in� SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: K C—#,j GS- CS L 5i?,q. License Number 7-kc) NAL-mw lt- ST . vjFS7 N C)l LY�'1 `1 1 I(o I)--017 Address ExpiratioA Date Signature / Telephone 9.Registered Home Impro ent Contractor: Not Applicable ❑ KE-t,jT P eLuj Nr j-Ai S ct i 5 Ca 1 LT7 C 1 . I V _ ((N-7_310-7 Company Name Registration Number 2i5 (3P�I—by4tnl �;T^. �W eST SIP Rt�Jc>r-k<;;L4> ;0& OtOLcl 7 1 3 1 1 2.01� Address Expiration Date Telephone(q13) 7li-� I 70 0� 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. - Home Owner 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 S of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [❑] Decks [M Siding[❑] Other[E] Brief De cript"on of Proposed I Work: ('MS6 11P19J 1 3'�I fi2 iWo 4uU 4 h wie, with u one far al-6diaJ aow je. Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative 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 y Two Family Other b. Number of rooms in each family unit: 7 Number of Bathrooms J' c. Is there a garage attached? E_S 1 d. Proposed Square footage of new construction. 2,33[ Dimensions 5) x 31 e. Number of stories? 2- f. Method of heating? ba Fu 9-CC-0 P,t', Fireplaces or Woodstoves yE$ Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? YE5 h. Type of construction WOG i. Is construction within 100 ft. of wetlands? Yes )<, _No. Is construction within 100 yr. floodplain Yes C�No r j. Depth of basement or cellar floor below finished grade J k. Will building conform to the Building and Zoning regulations? _ ( Yes No. I. Septic Tank City Sewer `I e S Private well City water Supply Y � SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, KEN PEC l7'y as Owner of the subject property hereby authorize Pcta,AM rc A"J >J to act on m alf, in all matter ive to work authorized by this building permit application. Signature of Owner Date I, 6bAM Re t.1!'NV 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. Print Name Signature of Owner/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 y 1 SL G FLz Frontage y I Setbacks Front Side L: R: L: R: Rear '';1 Building Height ZVI Bldg. Square Footage % t a l G Open Space Footage % (Lot area minus bldg&paved ` ��C) parking) I #of Parking Spaces Fill: (volume&Location 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 © DONT KNOW 0 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 o YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained Q , Date Issued: C. Do any signs exist on the property? YES © NO X^ 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 © NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. iL -11-Z=12=1 Department use only 2% itY of Northampton Status of Permit: Uil ing Department Curb Cut/Driveway Permit 2 Main Street Sewer/Septic Availability o Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural 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� Lot -2- f Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: KENT 1>6(-o-I 6Nb SONS (t L. 2-1 S [A^L-c'vq I� ST W-'S i:,P,I 1.j c-,r-I&L-6 MA 0 1 V�I Name(Print) Current Mailinq Address: CH(3) -N,1- -70CJ, Telephone Signature 2.2 Authorized Agent: PSDAIA EEtJt\JD W­C R%tJ(,ekC-L6 MA, ()10 Name(Print) Current Mailing Address: L4 k 3) auk- 386` Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 2- (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from(6) 3. Plumbing (2- 15 OU Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File# BP-2016-0830 ?C Q 4— � /A� CAF � APPLICANT/CONTACT PERSON KENT PECOY&SONS CONSTRUCTION INC e r ADDRESS/PHONE 215 BALDWIN ST WEST SPRINGFIELD01089(413)781-7008 PROPERTY LOCATION 61 FORD CROSSING MAP 31C PARCEL 024 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 052589 3 sets of Plans/Plot Plan te G����c�C q A.�� THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFQRIGIATION 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 De lition Delay �^ /�,/6 Signature of Buildinb 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. 61 FORD CROSSING BP-2016-0830 GIs #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 3 1 C-024 CITY OF NORTHAMPTON Lot: - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: New Single Family House BUILDING PERMIT Permit# BP-2016-0830 Project# JS-2016-001409 Est.Cost: $315245.00 Fee: $1231.30 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: KENT PECOY & SONS CONSTRUCTION INC 052589 Lot Size(sq. ft.): 4500.00 Owner: KENT PECOY&SONS CONSTRUCTION INC Zoning_PV Applicant: KENT PECOY & SONS CONSTRUCTION INC AT. 61 FORD CROSSING Applicant Address: Phone: Insurance: 215 BALDWIN ST (413) 781-7008 WC WEST SPRINGFIELDMA01089 ISSUED ON.111912016 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SFH W/ATT 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 1/19/2016 0:00:00 $1231.30 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner