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25C-166 (6) 29. 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. 30. Ignition barriers in place before final. 780 CMR R316. 31. 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 Y2" drywall and the ceiling 5/8"drywall. 780 CMR R302.6 32. 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. 33. 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. 34. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 35. 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. 36. 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. 37. Closets beneath stair which have doors must be drywalled with'A".780 CMR R302.7 38. 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. 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: cmillernorthamptonma.qov Thank you for your cooperation on these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 14. 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. NOT PNEUMATIC NAILS 15. 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. 16. 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 17. 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 18. 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 19. 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 15t 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 3/4"from the top of the threshold and only in-swinging doors.780 CMR R311.3 20. 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 1'4" 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. 21. 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. 22. 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. 23. 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 24. 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 25. Dryer duct transition is limited to 8'of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M1502.4.3 26. Dryer duct maximum equivalent length is 25' less 5' per 90°elbow or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 27. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 28. 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. 20091ECC 402.4.3 City of Northampton f.!,t H ,,- '$S � ''' SAC f' l }rte a i.,, Massachusetts ��. �{i. (� J of ,vt Y ' Y� DEPARTMENT OF BUILDING INSPECTIONS 4 212 Main Street • Municipal Building °/::4, ,ra kfa s� Northampton, MA 01060 ssfrh; .... INSPECTOR Prospect Builders August 6, 2013 PO Box 302 East Longmeadow, MA 01028 Subject Location: 24—26 Orchard Street Map Block: 25C- 166 Mr. Fredette, Your building permit application and plans dated 8-1-13 as updated have been 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. Smoke and CO detectors per code. 2. All insulation and air sealing must meet current energy codes. 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.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 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 I 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%Z" 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. 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. 10. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 113rd 780 CMR R802.3.1 11. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 12. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and number of jack studs required. 13. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. 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O / O NO l O o • M \ --)( k F H. \ 1 X a°o 1 CD c e N Cr) [ r c•�- F- =£CD in 0 j cv .0 J Y `= X , i 0 a2 (0 0 LO 6 I. • N °°° L N • N iii C 0 o J C m 1 m(O d 0 o-E a) r —O • a o C CO N ri a o \ / zN= V II I [N 5 Ea 0)0) V 0 W 1 w fn 0 @ gyp C 00-£0-ZZ `L X> CONTRACTOR QUOTE PRINTED ON: 07/25/13 PAGE 1 QUOTE# Q1307133 DATE QUOTED:07/12/13 ENGINEERING 181 GOODWIN ST VALID UNTIL: 08/09/13 PO BOX 51027 CORPORATI N Job: PROSPECT / KONHEIM INDIAN ORCHARD, MA 01151 MANUFACTURERS OF ROOF& FLOOR TRUSSES 24-26 ORCHARD ST Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187 NORTHAMPTON, MA Quote To:A. Bollard Sons, Inc. P.O. Box 51065 Requested By: JOEY Indian Orchard, MA 01151 Quoted By: Adrian Santos Attn:JOEY Phone:(413)-543-4100 ROOF TRUSSES LOADING TC LL-TCDL-BC LL-BC DL STRESS INCR INFORMATION 40.0,10.0,0.0,10.0 ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUTAS 07/25/13 1.15 PROFILE QTY PITCH I TYPE BASE I 0/A LUMBER OVRHG/CANT SHIPPIN GHTG I WEIGHT Scissor PLY TOP BOT TRUSS ID SPAN SPAN TOP BOT LEFT RIGHT Scissor Truss 00-08-00 00-08-00 8 3.50 1.73 S1 23-10-00 23-10-00 2 X 4 2 X 6 04-00-03 86 gyp?^ Common Truss 07-05-14 07-05-14 27 5.00 0.00 T1 07-03-03 07-03-03 2 X 2 X 6 05-04-03 109 Special Truss 00-08-00 07-05-14 3 3.50 1.73 T2 15-06-10 15-06-10 2 X 4 2 X 6 05-04-03 99 Truss Engineering Corporation(TEC)strictly adheres to the'Standard Responsibilities In the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any Job specific �+ specifications unless clearly defined otherwise In writing by TEC. SUBTOTAL This product list Is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole.The building owner/owner's agent is solely responsible for verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for field verification of dimensions or special conditions. The building owner/owners agent is responsible for coordinating all construction details between trades. The truss installer shall follow all BCSI recommendations,construction document specifications as well as any site specific GRAND TOTAL requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent bracing(as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses,including but not limited to bearing locations and requirements, ply to ply nailing,lateral web bracing,and truss spacing. No trusses supplied by Truss Engineering Corporation may be cut,drilled,or altered in any way without first contacting TEC and receiving engineering documents allowing such. *** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER *** Approved By: _ Approval Date: PO#: Requested Delivery Date: w V-'.,. ��_— 01 r aO a) m DA-Na y 1111 11100h!M-_. fl + •. -N .42,706NO g: o O18�a� 'y. vX 11111 o S a L ' 00. pM 8c ri 1'26- 8� 1 0�- (E.§a2 m m2 -8 N= 1 L �NC,0pN )c z a� N,1� o �y Q c oL yzyy C Q w .. pC y01 7:Q CN Cl F 8 y C N �'�H� ON-0 1 w;=a) .0C Q° .;13 C N 0 Q��N oN 74-0" W N r E g2 v S Q .. gr0 E.Oa 0 0 z - R,aggrn�a Q� m w F eo rnm 3° - m- O in m D a 2 a L _ c .0 r O E?$Z ^' O x�//11 ,� ) N m 1 N N C C V . -O v " E a i n n Ca.- LL !n c o gp a 0 sQ L L N cl CI r W U O >✓ U v O N N �d L £"0"£ c N 0,--7.7,0 I C.0 y h O J i i 4 `"� l V 8-2 U JJ� 11 f,5972 otE p1 JJH_N, 0 Jo yipp ; .§a g N 3 CN // WQ = 1C mW—LfDC 1O 6 V9 U ty In yy C 8E N 72862. 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LLLLLL ED . -- E �N N _ • woo tan (£(pp d Io o Uxt Nom, °) „H H 't p N O°O O O 444 L ,' �O N . �xxX wMow a N ,�� �� N N N N �_ N CM N W ' C ' as a a� �Qu) -., - (9 to OO 0030_ O N mm°n n = 1 � Z W22 Z2 m2' r b a > WOtnN -p Q1 II II II Il p N II II 2� -,5_,C J J J (D UUtnV U.0° U 2 Q c 0 II II el N 0.01._£ Q 20_10 2arsm1s�� a r:s x x Ka—_t� D T 2 000000 Jrrmm ...1I-00>m¢0.50..Y' tnma� aN(O�NgNtO3 N O QLL UFNt`7 a r 0-0-9 CONTRACTOR QUOTE PRINTED ON: 07/12/13 PAGE 1 QUOTE # Q1307133 DATE QUOTED:07/12/13 181 GOODWIN ST • VALID UNTIL: 08/09/13 EN 1EER PO BOX 51027 COR����.��N INDIAN ORCHARD, MA 01151 Job: PROSPECT / KONHEIM MANUFACTURERS OF ROOF & FLOOR TRUSSES 24-26 ORCHARD ST Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187 NORTHAMPTON, MA Quote To:A. Boilard Sons, Inc. P.O. Box 51065 Requested By: JOEY Indian Orchard, MA 01151 Quoted By: Adrian Santos Attn:JOEY Phone:(413)-543-4100 ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUT 1 / INFORMATION 40.0,10.0,0.0,10.0 1.15 PROFILE I QTY PITCH I TYPE 1 BASE I 0/A LUMBER OVRHG/CANT I SHIPPING I UNIT PLY TOP BOT TRUSS ID I SPAN SPAN TOP BOT LEFT RIGHT HEIGHT WEIGHT TAIL BEARING 05-03-09 108 c `v 29 5.00 0.00 T1 06-09-10 06-09-10 2 X 2 X 6 FINK 00-08-00 00-08-00 10 3.50 0.00 T2 24-00-00 24-00-00 2 X 4 2 X 4 04-00-00 74 Truss Engineering Corporation(TEC)strictly adheres to the'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any job specific specifications unless clearly defined otherwise in writing by TEC. SUB-TOTAL This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole. The building owner/owner's agent is solely responsible for verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for field verification of dimensions or special conditions. The building ownerlowner's agent is responsible for coordinating all construction details between trades. The truss installer shall follow all BCSI recommendations,construction document specifications as well as any site specific GRAND TOTAL requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent bracing(as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses,including but not limited to bearing locations and requirements, ply to ply nailing,lateral web bracing,and truss spacing. No trusses supplied by Truss Engineering Corporation may be cut,drilled,or altered in any way without first contacting TEC and receiving engineering documents allowing such. *** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER *** Approved By: Approval Date: PO#: Requested Delivery Date: Joey @ Boilard Lumber 6-17-13 49 Orchard ST 8:46am A O S E B U R G Northampton MA 1 of 1 CS Beam4.605 lcmBeamFngine 4.6026 Materials Database 1429 Member Data Description:Beam 2 Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: Beam 2.KYB Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 13' 0.00" 6' 0.00" 30 15 Live Additional Uniform(PLF) Top 0' 0.00" 13' 0.00" 0 80 Live Additional Uniform (PSF) Top 0' 0.00" 13' 0.00" 14' 0.00" 40 15 Snow Additional Uniform (PSF) Top 0' 0.00" 13' 0.00" 2' 0.00" 10 10 Live Additional Uniform(PSF) Top 0' 0.00" 13 0.00" 2' 0.00" 40 15 Snow Sae r' - �n i r ',3`"d� ky�, �, f' a k '�,�g� � �w, i �`��:t"S r'.xr�•iux� 4 .�'� 13 0 0 ° ®/ 13 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.998" 6819# -- 2 13' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.998" 6819# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 1256# 4020# 2799# 2 1256# 4020# 2799# Design spans 12 6.750" Product: 2.0 RigidLam LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides 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 21416.'# 35710.'# 59% 6.5' Total Load D+S Shear 5745.# 13622.# 42% 12.15' Total Load D+S Max.Reaction 6819.# 11944.# 57% 0' Total Load D+S TL Deflection 0.4152" 0.6281" L/363 6.5' Total Load D+S LL Deflection 0.24.48" 0.4187" U615 6.5' Total Load S Control: TL Deflection DO Ls: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% SIMPSON All product names are trademarks of their respective owners Strong-Tie Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 7 Rassng is defined as when the member,floor joi st,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The Joey @ Boilard Lumber 6-17-, R O $ E B U R G Northampton Orchard ST 8:55am ' orthampton MA f 9 1 of 1 CS Beam4.605 1/ lanBeamEngine 4.6026 Materials Database 1429 Member Data Description:Beam 3 Member Type: Girder Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.3 PLF Filename: Beam 3.KYB Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 0' 0.00" 13' 0.00" 0 80 Live Additional Uniform(PLF) Top 0' 0.00" 13' 0.00" 0 125 Snow i ro - @� i w r �7"sr .0 r t 5r ;(4 a,r L Y r , ' 1 a ;"1R',� r E „0 ." ,5�, ,, ' ,„,;711%'1 rs,A*s c. =„q.: .. ,.. _.1r ty �. 13 0 0 /O m 13 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000” Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.500" 1654# -- 2 13' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.500" 1654# -- Maximum Load Case Reactions Used forapplying point loads(or line loads)to canying members Live Dead 1 251# 1403# 2 251# 1403# Design spans 12 6.750" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc 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 5194.'# 13100.'# 39% 6.5' Total Load D+L Shear 1445.# 6318.# 22% 0.23' Total Load D+L Max.Reaction 1654.# 7962.# 20% 13' Total Load D+L TL Deflection 0.2950" 0.6281" LJ510 6.5' Total Load D+L LL Deflection 0.0448" 0.4187" L/999+ 6.5' Total Load L Control: TL Deflection DO Ls: Live=100% Snow=115% Roof=125% Wind=160°/ SIMPSON All product names are trademarks of their respective owners Strong-Tie Copynght(C)2013 by Simpson Strong Tie Company Inc.ALL RIGHTS RESERVED. 'Passng is defined as when the member,floor Joist,beam or girder,shown on this drawing meets applicable desgn cntena for Loads,Loading Conditions,and Spans listed on this sheet.The Joey @ Boilard Lumber 6-17-13 ee 49 Orchard ST 8:44am R O S E B U R G Northampton MA ff 1 of 1 CS Beam4.605 l IanBeamEngine 4.6026 Materials Database 1429 Member Data Description:Roof Beam Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 31.5 PLF Filename: Beam 1.KYB Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 22 0.00" 9' 0.00" 30 15 Live Additional Uniform(PLF) Top 0' 0.00" 22' 0.00" 0 80 Live Additional Uniform(PSF) Top 0' 0.00" 22' 0.00" 9' 0.00" 10 10 Live Additional Uniform(PSF) Top 0' 0.00" 22' 0.00" 13' 0.00" 40 15 Snow Additional Uniform(PSF) Top 0' 0.00" 22' 0.00" 2' 0.00" 40 15 Snow ., 2200 22 0 0 �/ Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 5.500" 3.986" 13603# -- 2 22 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 5.500" 3.986" 13603# -- Maximum Load Case Reactions Used for applying point loads(or hne loads)to carrying members Live Snow Dead 1 3821# 6369# 5960# 2 3821# 6369# 5960# Design spans 21' 2.750^ Product: 2.0 RigidLam LVL 1-3/4 x 24 3 ply PASSES DESIGN CHECKS Connect members with 4 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides 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 72193.'# 133583.'# 54% 11' Total Load D+0.75(L+S) Shear 11040.# 27531.# 40% 0.4' Total Load D+0.75(L+S) Max.Reaction 13603.# 18769.# 72% 0' Total Load D+0.75(L+S) TL Deflection 0.4842" 1.0615" L1526 11' Total Load D+0.75(L+S) LL Deflection 0.2720" 0.7076" U936 11' Total Load 0.75(L+S) Control: Max. Reaction DO Ls: Live=100% Snow=115% Roof=125°/ Wind=160% Design assumes a repetitive member use increase in bending stress: 4% SIMPSON All product names are trademarks of their respective owners Strong.Tie Copynght(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. 'Passing is den ned as when the member,floor joist,beam orgirdet shown on this drawing meets applicable design cntena for Loads.Loading Conditions,and Spans listed on this sheet.The SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: /T .i� i*I IJ lam 7 /1.7C License Number Address Expiration Date Signat Telephone .r, Not Applicable ❑ Company Name Registration Number tO 1701 3 /7.4 0 . /." 2/i1"v S✓ // 2/o Y Address Expiration Date Telephone 527 317 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 ❑ The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780. Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official.that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. Cl Demolition ❑ New Signs [D] Decks [[J Siding [0] Other[or Brief Description of Proposed Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet a. Use of building : One Family Two Family s Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? �✓U d. Proposed Square footage of new construction. .4 c' c-/;e/-( 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 &cod F-74,,e i. Is construction within 100 ft.of wetlands? Yes ' No. Is construction within 100 yr. floodplain Yes c- No j. Depth of basement or cellar floor below finished grade eye. 7"/"../6.,- k. Will building conform to the Building and Zoning regulations? 6: •' Yes No . I. Septic Tank City Sewer E/ Private well City water Supply !/ SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 4e-7e � // -,( ,as Owner of the subject property hereby authorize to act on y behalf, in all a er re tiv o work authorized by this building permit application. Signat of Owner Date ,f-17--,) - ,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 .;247 'f Signa '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 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) ;_._..._ ___....__.,.._ _.__ __... ...........1 A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO a DON'T KNOW 0 YES 0 IF YES, date issued:; IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES .® IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES 0 NO Q' 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 O NO 0-"-- IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Qalittelt use onlY City of Northampton of 'st RECEiV ,j •• - Department PUtttCattlrmllt 2 ain Street al 24 R•om 100 + 11 Z�art am,ton, MA 01060 Mans.a •••ne 413-5.7-1 40 Fax 413-587-1272 P Ple DEPT NORTHAMPTON JI Cn ' ti F'FOTiONS AMPTON.M';A 060 " e�as 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 a y - 2 U��G'r/,./,'t.) Sr" Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) ; — Current Mailing Address: 0,)-1'' Telephone Signature 2.2 Authorized Anent: /3c//c-iic /JO i6:-lx 3o 4.-;r57 ri2"6--; t4%' Name(Print) Current Mailing Address: 3.2 7J Signat e Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of /Jr , Ud J Construction from(6) 3. Plumbing /7, Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 2/,z „u 6. Total= (1 +2+3+4+5) 1, 1 e-e, Check Number "fib 9 d -°1- This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2013-1238 -een l,��t, APPLICANT/CONTACT PERSON PROSPECT BUILDERS INC J ADDRESS/PHONE P 0 BOX 302 EAST LONGMEADOW (800)486-4976 X n� A PROPERTY LOCATION 24 ORCHARD ST MAP 25C PARCEL 166 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out (-�j5-� 0 /) 3n Fee Paid //// Typeof Construction: FIRE DAMAGE RENOVATION New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 76106 - / 3 sets of Plans/Plot Plan GG��KI G l -'V c THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INATION 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 molition Delay Sig re of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. Aor- 24 ORCHARD ST BP-2013-1238 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 25C- 166 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:FIRE DAMAGE BUILDING PERMIT Permit# BP-2013-1238 Project# JS-2013-001538 Est. Cost: $217000.00 Fee: $1302.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PROSPECT BUILDERS INC 76106 Lot Size(sq.ft.): 8581.32 Owner: KONHEIM ALEXANDER CARL Zoning:URB(100)/ Applicant: PROSPECT BUILDERS INC AT: 24 ORCHARD ST Applicant Address: Phone: Insurance: P 0 BOX 302 (800) 486-4976 Workers Compensation EAST LONGMEADOWMA01028 ISSUED ON:8/7/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:FIRE DAMAGE RENOVATION POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 8/7/2013 0:00:00 $1302.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner