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36-397 (3) 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 northam t anma. ov Thank you f• • ur cooperation on t ese matters. .01 Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 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%2" strap across the area and 6" beyond each side with 8 - 10nd nails. 780 CMR R602.6.1 25. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3 26. Dryer duct maximum equivalent length is 25' 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 29. Fire and draft stopping shall be completed before rough inspection. 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 %" 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 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. 36. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom, within 10' of a bedroom door. b. CO within 10' of bedroom doors, at each level, at the bottom of a stair leading to a finished floor above, 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 % ". 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. 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 Toad 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. 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. 16. When nailing sheathing make sure your pneumatic nailer's pressure is properly set. Nails set too deep, essentially 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 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 3/4" 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. 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 City of Northampton G� sr „ , a Massachusetts r {; O DEPARTMENT OF BUILDING INSPECTIONS ' �� ==d 212 Main Street •Municipal Building ' ,, 1 r Northampton, MA 01060 .1 p �1 .,!,:">- INSPECTOR FCM Smart Build Inc. March 4, 2013 103 Ryan Road Florence, MA 01062 Subject Location: 100 Emerson Way Map Block: 36 -397 Mr. Ferrari, Your building permit application and plans dated 11 -1 -12 with engineering dated 2 -21 -13 have been approved as drawn and per this memo. All work must meet all applicable codes whether noted or not. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. Sheet A2 in notes should say 2 floor 2. Manual 1 calculations room by room and equipment sizing and specifications. 3. Heat detector located within the garage if connected, one suggested for the walk up attic. 4. Code rails and guards at the front porch. 5. All load paths must be continuous to the foundation. 6. Basement pier footing must be properly located and sized for the appropriate load with the assumption of 2000 lb soil bearing capacity. 7. K1 window in plan is indicated as L2 in elevation, windows in hazardous locations must be tempered or have guards. 8. An electronic set of plans is needed. 9. Please submit information detailing the braced wall method to be used at the face of the garage. As of August 4 2011 the 8 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 8 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 %" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. Foundation walls require horizontal reinforcement 2 #4 bars one within 12" of the top and one in the middle if 8' or less and 3 #4 bars at top and 3rds if over 8'. 780 CMR R404.1.2(1). Also see vertical reinforcements requirements. 8. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 9. Emergency escape is required out of every basement whether habitable or not. 780 CMR R310.1 co Ca 6) V) r H < m r m = D 0I TO = D D �n m pm m m-1 x co r 11 1/2" 5 0 m D . . n — — _ Z ,,,, N > 1 i W m w o � X 0 � • — m co mN N m' x 7 N /\ _ Z Cr ) rn c rn - m C m X m r r r G' — I2"1 — .-- 12" _ v I 65 -0 n O'' = 7] D xj m 4 wv P I111 m . L — _— . . w 2" __I k m *s rc'.') - 2 n x-4"-=.• o (.2 Vi .. n Cp �4 ,1 "� W X - 41, m ;: � �o a m p e� n n a'w c rco ') xi tp � M m - i CC -° 4 _ y + 07 - �F OFF r- • Os y A�k , T Y ;s1, DES BY RTL ROOF FRAMING DN BY RTL 1 N `- f' W SCALE 1" = 1' -0" `` '' f 4 1 SINGLE FAMILY RESIDENCE DATE 02/20/13 H `.L! E PROJECT NO 12086 Structural & Civil Engineering REV. 100 EMERSON WAY, FLORENCE, MA DWG. NO rleet @wildblue.net SK-1 I P.O.B. 881 WENDELL MA 01379 TEL /FAX: 978 - 544 -8000 COMPANY PROJECT I %%�o 1 O Feb. 1 2, 2 E 18:11 Steve ng 100 Ferrari C Feb. 21, 2013 Engineering Ferrari J Hip.wwb SOF(WAN' FOR WOOD DESIGN Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern dl Dead Triangular 0.0 186.0 3.00 22.00 No sl Snow Triangular 0.0 434.0 3.00 22.00 Yes MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 2,v-3.8" Cr 22' Dead 547 1406 Live 1154 2969 Total 1701 4375 Bearing: LC number 2 2 F'theta 0 0 Length 0.00 0.00 LVL n -ply, 2.0E, 2800Fb, 1- 3/4x16 ", 2 -Plys Pitch: 5.6/12; Total length: 24'-3.8"; Lateral support: top= full, bottom= full; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 87 Fv' = 328 fv /Fv' = 0.27 Bending( +) fb = 1370 Fb' = 3220 fb /Fb' = 0.43 Live Defl'n 0.50 = L/589 1.08 = L/270 0.46 Total Defl'n 0.85 = L/344 1.22 = L/240 0.70 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# `£ "�- Fb'+ 2800 1.15 - 1.00 1.000 1.00 - 1.00 1.00 - - 2 � T�i ° X ? Fv' 285 1.15 - 1.00 - - - - 1.00 - 1.00 2 40 FCp' 750 - - 1.00 - - - - 1.00 - E' 2.0 million - 1.00 - - - - 1.00 - - 2 ROBERT T. Ir. LEET Bending ( +) : LC# 2 = D +S, M = 17046 lbs -ft '. STRUCTURAL Shear : LC# 2 = D +S, V = 3915, V design = 3257 lbs 38942 Deflection: LC# 2 = D +S EI= 1195e06 lb -in2 /ply �, Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. c3� F G!STEttE� Bearing: Allowable bearing at an angle F'theta calculated for each support ' S . 9 t1 AI.SO * as per NDS 3.10.3 (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT -UP SCL- BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. 5. SLOPED BEAMS: level bearing is required for all sloped beams. COMPANY PROJECT 1 1 %%'ood\'\Iorks O Whetstone Engineering 100 Emersron Way Feb21, 2013 1602 Steve Ferrari Rim Joist.wwb SOFTWARE FOR WOOD DESIGN Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern dl Dead Full Area 15.00 (8.75)* No d2 Dead Full Area 15.00 (8.75)* No d3 Dead Full Area 12.00 (8.75)* No d4 Dead Full Area 8.00 (8.00)* No 11 Live Full Area 40.00 (8.75)* No 12 Live Full Area 40.00 (8.75)* No sl Snow Full Area 28.00 (8.75)* No s2 Snow Full Area 28.00 (1.50)* No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0 A 0' 5-6" Dead 1187 1187 Live 2036 2036 Total 3222 3222 Bearing: LC number 3 3 Length 2.46 2.46 LVL n -ply, 2.0E, 2800Fb, 1- 3/4x11 -7/8 ", 1 -ply Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 144 Fv' = 285 fv /Fv' = 0.50 Bending( +) fb = 1248 Fb' = 2800 fb /Fb' = 0.45 Live Defl'n 0.03 = <L/999 0.14 = L/480 0.23 Total Defl'n 0.06 = <L/999 0.28 = L/240 0.21 ADDITIONAL DATA: r p" - FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# 4 s s Fb'+ 2800 1.00 - 1.00 1.000 1.00 1.00 1.00 - 2 . Cyi Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 ,, ROBERT T. � r Fcp' 750 - - 1.00 - - - - 1.00 - - - LEET w ; E' 2.0 million - 1.00 - - - - 1.00 - - 3' STRUCTURAL y Bending( +): LC# 2 = D +L, M = 4278 lbs -ft w 38942 .k , Shear LC# 2 = D +L, V = 3112, V design = 1992 lbs ; -, ' ' ‹ft' Deflection: LC# 3 = D+.75(L+S) EI= 488e06 lb -in2 ''rf Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. i .:1„ . /141.110 (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT -UP SCL- BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. COMPANY PROJECT ell %%'ood\A/ Whe tstone Engineering Ste er Way Feb. 14, 2013 12:21 Steve a Ferrari Flush Beam2 -3.wwb SOF!WAR,. FOR WOOD DESIGN Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern dl Dead Full Area 15.00 (8.50)* No d2 Dead Full Area 15.00 (6.80)* No 11 Live Full Area 40.00 (8.50)* No 12 Live Full Area 35.00 (6.80)* No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : A IA 0 ' 8' Dead 918 918 Live 2312 2312 Total 3230 3230 Bearing: LC number 2 2 Length 2.46 2.46 LVL n -ply, 2.0E, 2800Fb, 1- 3/4x11 -7/8 ", 1 -ply Lateral support: top= full, bottom= full; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 175 Fv' = 285 fv /Fv' = 0.62 Bending( +) fb = 1885 Fb' = 2800 fb /Fb' = 0.67 Live Defl'n 0.11 = L/880 0.20 = L /480 0.55 Total Defl'n 0.17 = L /551 0.40 = L/240 0.44 ADDITIONAL DATA: A / . . FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# ... ' Fb'+ 2285 1.00 1.00 1.000 1.00 - 1.00 1.00 1 00 2 � s. . Fcp' 750 - - 1.00 - - 1.00 - - / w RiBERTT. `%A E' 2.0 million - 1.00 - - - - 1.00 - - 2 " LEET 4 ' Bending( +) : LC# 2 = D +L, M = 6460 lbs -ft ,;: STRUCTURAL Shear : LC# 2 = D +L, V = 3230, V design = 2431 lbs 38942 Deflection: LC# 2 = D +L EI= 488e06 lb -in2 I I, 9 FOISTET ® t . Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) � tS /ONAIEW� (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT -UP SCL- BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. COMPANY PROJECT %%' oodV/orks® Whets tone Engineering Emersron Way Feb. 21, 2013 Engineering Steve Ferrari Beam2 -2.wwb sOf! WARE FM? WOOD OFS /GN Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern dl Dead Full Area 15.00 (6.67)* No d2 Dead Full Area 15.00 (6.67)* No d3 Dead Full Area 12.00(15.50)* No d4 Dead Full Area 12.00 (1.50)* No 11 Live Full Area 40.00 (6.67)* No 12 Live Full Area 40.00 (6.67)* No sl Snow Full Area 28.00(15.50)* No s2 Snow Full Area 28.00 (1.50)* No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : A A Cr 15' Dead 3030 3030 Live 5677 5677 Total 8707 8707 Bearing: LC number 3 3 Length 3.32 3.32 LVL n -ply, 2.0E, 2800Fb, 1- 3/4x16 ", 2 -Plys Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 192 Fv' = 328 fv /Fv' = 0.59 Bending( +) fb = 2624 Fb' = 3220 fb /Fb' = 0.81 Live Defl'n 0.36 = L/498 0.38 = L/480 0.96 Total Defl'n 0.65 = L/277 0.75 = L/240 0.87 ADDITIONAL DATA: if FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC #�! �� $ .. Fb'+ 2800 1.15 - 1.00 1.000 1.00 - 1.00 1.00 - - 3 4 ,' S 7�, y Fv' 285 1.15 1.00 1.00 1.00 3 1 , „- G Fcp' 750 - - 1.00 - - - - 1.00 - - - .4:. ,, ROBERT T. '"� E' 2.0 million - 1.00 - - - - 1.00 - - 3 " LEET Bending( +): LC# 3 = D +.75(L +S), M = 32653 lbs -ft STRUCTURAL Shear : LC# 3 = D +.75(L +S), V = 8707, V design = 7159 lbs sL 38942 Deflection: LC# 3 = D+.75(L+S) EI= 1195e06 lb -in2 /ply f ' ; � F A 0'5 1 Q' Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. ` : y6 O (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) X14 NAIE (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT -UP SCL- BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. . COMPANY PROJECT g 41 4 1 WoodWorks® Wo r ks® Ste Whetstone Engineering Emersron Way I . Feb. 14, 2013 12:23 Steve a Ferrari Beam2 -1.wwb SOFIWARF FOR WOOD DF51CN Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern dl Dead Full Area 15.00(15.50)* No d2 Dead Full Area 15.00(15.50)* No 11 Live Full Area 40.00(15.50)* No 12 Live Full Area 35.00(15.50) *_ No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0 0 0' 11' -4" 14'-4" Dead 2450 4214 Live 6124 10535 Total 8573 14749 Bearing: LC number 2 2 0 Length 3.27 5.24 0.00 Cb 1.00 1.07 0.00 LVL n -ply, 2.0E, 2800Fb, 1- 314x16 ", 2 -Plys Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 206 Fv' = 285 fv /Fv' = 0.72 Bending( +) fb = 1815 Fb' = 2800 fb /Fb' = 0.65 Bending( -) fb = 589 Fb' = 2766 fb /Fb' = 0.21 Deflection: Interior Live 0.15 = L/906 0.28 = L/480 0.53 Total 0.24 = L/566 0.57 = L/240 0.42 Cantil. Live 0.10 = L/354 0.15 = L/240 0.68 Total 0.16 = L/221 0.30 = L /120 0.54 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2800 1.00 - 1.00 1.000 1.00 - 1.00 1.00 - - 2 Fb'- 2800 1.00 - 1.00 0.988 1.00 - 1.00 1.00 - - 2 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 2 Bending( +): LC# 2 = D +L, M = 22582 lbs -ft Bending( -): LC# 2 = D +L, M = 7324 lbs -ft Shear : LC# 2 = D +L, V = 9866, V design = 7696 lbs Deflection: LC# 2 = D +L EI= 1195e06 lb -in2 /ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: `, f1 , 1. Please verify that the default deflection limits are appropriate for your application. ��` i i ' 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For r , r -sign c., ,, .. our local SCL manufacturer. ' ' OBERT T. ^a 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database at LEET 4. BUILT -UP SCL- BEAMS: contact manufacturer for connection details when loads are not applied equally to ales. STRUCTURAL 38942 0 . 70.1 Nit EM4 COMPANY PROJECT Whetstone Engineering 100 Emersron Way 1 1 I %Vood\A'orks Feb. 14, 2013 12:39 S Beam1 -2.wwb Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern dl Dead Full Area 15.00 (8.20)* No 11 Live Full Area 40.00 (8.20)* No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0 0 0' 8' Dead 492 492 Live 1312 1312 Total 1804 - 804_) Bearing: LC number 2 2 Length 1.37 1.37 LVL n -ply, 2.0E, 2800Fb, 1- 314x9 -114 ", 1 -ply Lateral support: top= full, bottom= full; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 135 Fv' = 285 fv /Fv' = 0.47 Bending( +) fb = 1735 Fb' = 2800 fb /Fb' = 0.62 Live Defl'n 0.13 = L/733 0.20 = L/480 0.65 Total Defl'n 0.20 = L/469 0.40 = L/240 0.51 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2800 1.00 - 1.00 1.000 1.00 - 1.00 1.00 - - 2 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 2 Bending( +): LC# 2 = D +L, M = 3608 lbs -ft Shear : LC# 2 = D +L, V = 1804, V design = 1456 lbs Deflection: LC# 2 = D +L EI= 231e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C--construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT -UP SCL- BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. , ,P `tK5F ASS A olir / LEFT 0 STRUCTURAL 38942 li,; 'teas Vit * . e6sleNAI 04M COMPANY PROJECT 1 WoodWo r ks® Whetstone Engineering 100 E er Way Feb. 14, 2013 13 1 12:3 :38 Steve Ferrari Beam1 -1 B.wwb SOFTWARE FOR WOOD DESIGN ---- Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern dl Dead Full Area 15.00(15.50)* No 11 Live Full Area 40.00(15.50)* No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0 A 0' 12' Dead 1395 1395 Live 3720 3720 Total 5115 5115 Bearing: LC number 2 2 Length 1.95 1.95 LVL n -ply, 2.0E, 2800Fb, 1- 314x11 -7/8 ", 2 -Plys Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 154 Fv' = 285 fv /Fv' = 0.54 Bending( +) fb = 2239 Fb' = 2800 fb /Fb' = 0.80 Live Defl'n 0.30 = L/486 0.30 = L /480 0.99 Total Defl'n 0.46 = L /311 0.60 = L/240 0.77 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2800 1.00 - 1.00 1.000 1.00 - 1.00 1.00 - - 2 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 2 Bending( +): LC# 2 = D +L, M = 15345 lbs -ft Shear : LC# 2 = D +L, V = 5115, V design = 4271 lbs Deflection: LC# 2 = D +L EI= 488e06 lb -in2 /ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT -UP SCL- BEAMS: contact manufacturer for connection details when loads are not applied equally to all pays. . ". !''!Lm i 14 -. GSN s .1/�.4 G'P "`; T. 0 4, -• - LEET rt s,,, '.. STRUCTURAL A 38942 � 'dry`' F laal -13 ° COMPANY PROJECT Whetstone Engineering 100 Emersron Way `n / Feb. 14, 2013 12:39 Steve Ferrari ���� M r �✓��© Beam1- 1A.wwb CO!) 4A111 MY WOOD 01 110' Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern dl Dead Full Area 15.00(15.50)* No 11 Live Full Area 40.00(15.50)* No d2 Dead Full Area 15.00(15.50)* No d3 Dead Full Area 12.00(15.50)* No 12 Live Full Area 40.00(15.50)* No 13 Live Full Area 35.00(15.50)* No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0 0 A 0' 7' -9.6" 15' -7.2' Dead 1904 6347 1904 Live 17379 5214 Total 7118 ( 23727 ,) 7118 Bearing: LC number 2 2 2 Length 1.81 6.03 1.81 LVL n -ply, 2.0E, 2800Fb, 1- 3/4x11 -7/8 ", 3 -Plys Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 227 Fv' = 285 fv /Fv' = 0.80 Bending( +) fb = 1012 Fb' = 2912 fb /Fb' = 0.35 Bending( -) fb = 1800 Fb' = 2904 fb /Fb' = 0.62 Live Defl'n 0.04 = <L/999 0.19 = L/480 0.21 Total Defl'n 0.06 = <L/999 0.39 = L/240 0.16 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2800 1.00 - 1.00 1.000 1.00 - 1.04 1.00 - - 2 Fb'- 2800 1.00 - 1.00 0.997 1.00 - 1.04 1.00 - - 2 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 2 Bending( +): LC# 2 = D +L, M = 10410 lbs -ft Bending( -): LC# 2 = D +L, M = 18507 lbs -ft Shear : LC# 2 = D +L, V = 11863, V design = 9455 lbs Deflection: LC# 2 = D +L EI= 488e06 lb -in2 /ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For fip4liptepper design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the da at , .A - �� 4. BUILT -UP SCL- BEAMS: contact manufacturer for connection details when loads are not applied equ plys. rt`�\ : „, no • EMT T Ak � r : 9 4 2 / . ',', 'ITtA- P 36._ 3 ei NF; ill NM ' i ► February 21, 2013 Structural & Civil Engineering lir P. O.B. 881, Wendell, MA 01379 tel/fax 978 - 544 -8000 rleet@vildblue.net RECEIVED MAR 1 2013 DEPT. OF 6UP._iidc 8 - ?�CNS NORTHAMPTON, MA 01060 Steve Ferrari FCM Smart Build 103 Ryan Road Florence MA 01062 RE: 100 Emerson Way, Northampton, Structural Framing, Project # 12086 Dear Mr. Ferrari: Enclosed are the structural calculations for structural composite wood members to be used in the single family residence at 100 Emerson Way as depicted in framing plans F -1. F -2 F -3 & F -4 dated 2/04/13 as drawn by Steve Ferrari. They are labeled as Beam 1 -1A, Beam 1 -1B, Beam 1 -2, Beam 2 -1, Beam 2 -2, Flush Beam 2 -3, Rim Joist & Hip. Note that the calculation for the Rim Joist is the worst condition, namely over the large window in the first floor front wall, as this member will be used for all rim conditions. Also enclosed is SK -1, dated 02/20/2013, the design for the hip peak connection. Please call me if you have any questions regarding this project. Sincerely, r r ti OF i ` @ . -,L ` " Y ,:74 ROBERT T. i° Robert Leet, P.E. LEFT � "m STRUCTURAL , 38942 AL. too • 0 , c ar • • 9� k" E= 58LIIfifS r' = • .. DEPARTMENT OF BUILDING 7N i • = — ° s / 212 Main Street 0•MunicipalBuildins , a fNSPECTOR m° s• Northampton, MA 01060 • w - LOCATION 1.4 0 E✓h eAesa-►, a. Y SQUARE FOOTAGE AMOUNT BASEMENT @ : 20 - fl (°3 - 2 Y3. Co . • 1s' FLOOR @ 30 1/ 1 4- 1.( 2ND O. 30_ . _ ' H s ° 1 . 3,0.30 - • Y2 FLOORS, FINISH ATTIC, GARAGE @ 2_0 /e g. ?'` 4 - el - • DECK/PORCHES @ :20 . 7 0 . `-"g • TOTAL_. 1, 37 -� 0. • • CN ta7 f-11/ ' CV iv • • 1 SITE PLAN 100 EMERSON WAY, NORTHAMPTON 10/15/2012 SCALE: 1/16" = 1 m ,...„ ...,_, ...„. „..,„ ..... --- --. C 1 = t# 111 IN 1 - is i , 1 1 i ii g.,13 S.F. A t A c) i ,-- ... I i cY) A I A A I i i.. .5 . i *----- . \ I ; I I I I , , -----, i a f 1 „, - 4 , -- -,... - --,------.---- -,.,„,.,„_ , ' :-': - •:, i t ) 4 R,,,, j e■ 1,7”- . . eatecKet> .. e 4Y I i I 1 . L Li I ' >, '--- r / ., , , . . . • ! , I ik , : et 1 :1 1 1,14■ /*V - 1 1 , I ' ,, •i. f - ' _ ,..7 ..,,,, .... ........... .......... ........ ' ‘ .,,, -,.., t i .." k A- MUNICIPAL SEWER/ AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 587 -1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 100 Emerson Way, Lot 53 Inquiry Made By: Steve Ferrari 413 - 588 -8975 Date of Inquiry: 11/19/12 Reason for Hook into City Utilities Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5'/2 deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: Y R-1 111 E Note: If this availibility is for new construction, this form must be hand delivered to Building Inspector. A corresponding "sewer entrance fee" shall be paid prior to making any connection to the municipal sewer system. Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. i Ala John Hall Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner L � c. Nov 26 2012 10:02 City of Northampton DPW (413) 587 -1389 p.l MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton, MA 01060 587 -1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 100 Emerson Way Lot 53 Inquiry Made By: Steve Ferrari 413 - 588 - 8975 Date of inquiry: 11/19/12 Number of Type of Single Family X Type of Private X Units: 1 Unit(s): Apart. Comm. Ownership: Condo Multi- family Rental (Annlicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: Ductile Iron Age: 2008 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 55 psi If done attach results Size of Service Connection 1" Suggested Meter Size: 3/4 Comments: The Water Department cannot guarantee adequate water pressure daring peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such ins tion shall be made with the Northampton Water Department with a minimum of working days no c ion. • 1 work sha co rm o Non ampton Water Department specifications. • 1 David W. Sparks, Superintendent of Water Dept, Water Entry $200.00 Meter 8150.00 Radio 8100.00 cc: Ned Huntley, Director cc: Louis Hasbrouck, Building Commissioner Note: If this availabili is for a new cons r ction it must be hand delivered to the Buildin Inspector. ib [ . t•'.l!1i?:t ?IN'J-3[iiis Apphcatic i\Wa3ei aii thi ;i:'v.duc b / Rgs ". 1 = con C n m o v� p r D 0 a 3 o 2 co co co r, p ° i ;i u ° C n - m C� C m ..,:,„,..,..,...4.,„ ° o ROA o m' a' ca CD m o 3 w n a co m c fl co i 0 cp. O p c_°rs w o ; o 3 D ; (r CO co 0. 3 N S 77 m C 7J Z 2 Ql S = m co W N ,5 v� 1 1 0 1' w el m 5 m o m cn U 11 11 O CA CA cD 1: O O N co ° O O m o t Z O O = € ( O ` O < m _ (n " t Q - O O n Et. L N N D N _ Q O rn x g. N g S m • o 'fl o fa g n m O C? r 7 3 53 o `� c m t n o m 0 N w •n o yt3 a -n s ° _ . . -g - o Gym n2 ` — fA p o m w o m n? S m m o .` m -i l _ rn • • a (C2 < cu 7J —1 n N -I Q. _ N co o o p m Q cD a - O N -' 7 cp C� N y Ti Tt _ C O t O 3 TI CD g f . �F '.AU ( � " 7 N ^ • a m s c o S C 2 t 1.11/1 N p �- <@ o m o o ° o �L f' m w owmm€ j I FI w o o m m € m ° n n o 0 2 .rte 'EC (1 , �, ; '< �° ic OMEN m 0 M�l7� r o ; .» + '► co :IF:1!'li:.',gli.''S'''''': . > m `.. ' 141111W1111 1 • Ilk' 3 ��W; s • 9_ m 101:11 10401:1- oo W m s o 0 2 M O N I� w =' tta xi m ¢ �a cQ g 0. 7D XI KR-0 • W V O S ± ^ r .. Q SD N c tG m V a l CO A O , o @ n m m M s< Z O to n w 3 ) ° ' a o S ^" N co .I (0 �G g' �' , fi r' ': 3 3t 11 l t a 0 co ro 0‘,.:. c 3 n o m m D 11 - v o o a 117 m 0 $ m D' m 1 n m @ O ' EE N - O 3 ai 'S N D co N 41 9. X O W N O In O. d 0 IO 7 ? n O V O) `l C S 3, N n n N @ EPE 7 (1) " O 1_, C glig � . fl- i m • N OW n N P O O 0 0 GO CO . ' y C k '0 1 O ilin O N O W W W C o 0 -...e. 0 0 0 0 .. •,a The Commonwealth of Massachusetts Department of Industrial Accidents WIll**4111161. 41111.1.111111 .,� ..... Office of Investigations =AK = 600 Street .�.. � ,. 600 Washington Street 0. `i+ Boston, MA 02111 „ www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders / Contractors /Electricians/Plumbers Applicant Information Please Print Legibly Name ( Business /Organization/Individual): Stephen Ferrari Address: 103 Ryan Road City /State /Zip: Florence, MA 01062 Phone #: 413- 588 -8975 Are you an employer? Check the appropriate box: Type of project (required): 1. ❑ I am a employer with 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 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3. ❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. o workers' com right of exemption per MGL y p . c. 152, §1(4), and we have no 12.0 Roof repairs t insurance required.] 13.❑ Other employees. [No workers' comp. insurance required.] 'Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t 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: Policy # or Self -ins. Lic. #: Expiration Date: Job Site Address: City /State /Zip: 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 cer ' under the pains and penalties of perjury that the information provided above is true and correct. Signature. - ti m � '� Date: /� /)- Phone #: L / /) ° 3 7 s— 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 #: • SECTION 8 CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicably Name of License Holder : e NE AI FE AR �j ` RI `119'77 -7 7 License Number / © 3 Y,4/V R04:b PL-or E Pee , 414 0/0 6 S /2 `c / ,3 Address Expiration Date Signature Telephone 9. Registered HOme Improvement Contractor: Not Applicable ❑ Company Name Registration Number 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 0 1» 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 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 0 Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [(_] Siding [0] Other [0] Brief Description of Proposed 5 F/ 4 d " ' / yLti't Work: Construct a new two story single family residence with a detached two car garage !!! 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 X Two Family Other b. Number of rooms in each family unit: 7 Number of Bathrooms 2 -1/2 c. Is there a garage attached? Yes,w a6reezeway i S _i d. Proposed Square footage of new construction. Dimensions J 5 V J S 2 e. Number of stories? ? f. Method of heating? Air Source Heat Pump Fireplaces or Woodstoves N Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? Yes, Prelim HERS Certificate h. Type of construction 04 FR/rtt ET i. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes No 7 ' y` 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 , 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 , 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 u der the pains and penalties of perjury. 6 / Ilea eV(CirI Print Name 11 Ire" r 1/ )6 Signature of Q* ner/ sent Da - 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 1/ 2.j 5 l= , ......, .. s Frontage l 0 • S S 1 �' r Setbacks Front Side L: R: L: /7• R: / Rear Building Height y Bldg. Square Footage %l' S Open Space Footage % y (Lot area minus bldg & paved i 7 tl "0 parking) # of Parking Spaces -7 Fill: _ (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON'T KNOW 0 YES jj,4 IF YES, date issued: :)-//0/>042--. IF YES: Was the permit recorded at the Registry of Deeds? NO 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 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 NO •,�® IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 1/4 IF YES, describe size, type and location: E. WiII 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 404 IF YES, then a Northampton Storm Water Management Permit from the DPW is required. _t RECEIVED I,�ep f n i use (nIy s 1----- ity of Northam f l f?mtt 1 uildin De artment pton fatO �` 9 P ��Dr�yew P�rm� , NOV 26 ; 212 Main Street �t epficAva `a 'ti € &� Room 100 GVeietVell Availiitl l(fy � - s N rthampton, MA 01060 T' r $ € t s of �urai Plans f nee418- 587 -1240 Fax 413- 587 -1272 Plot/Site PIS$ °her Speer y 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: j 100 Emerson Way Map `�' Lot U nit Zone Overlay District Elm St. District , CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: Stephen Ferrari 103 Ryan Road, Florence, MA 01062 Name (P • t) Current Mailing Address: 413- 588 -8975 j +�Y ' �— Telephone Signature 2.2 Authorized Agent: STS 12,/) &iv FE f R q 1 / 5 / v< i iv R� , 124'A E/vL'e) f-!� cio� :2_ Name (Print) , - •, _ ,_ Current Mailing Address: F , s . / ->� q - s--.*— S V 7C Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building .II , 5_ 5_0 Q ^ c) 0 (a) Building Permit Fee 2. Electrical c� ` o4 � (b) Estimated Total Cost of J, Construction from (6) S-0 0 - r , ° Building Permit Fee 3. Plumbing / 4. Mechanical (HVAC) UU _ UCJ 5. Fire Protection '' i 4 / 6. Total = (1 + 2 + 3 + 4 + 5) 1 ..3 3 , 0 - Da► Check Number 5 / This Section For Official Use Only , uilding Permit Number: Date Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP -2013 -0596 < ' sion APPLICANT /CONTACT PERSON STEPHEN FERRARI t 1```• 2 ADDRESS/PHONE 103 RYAN RD FLORENCE (413) 588 -8975 0 r . PROPERTY LOCATION 100 EMERSON WAY I Olt( O eta MAP 36 PARCEL 397 001 ZONE / 4r' A /1/ D( � THIS SECTION FOR OFFICIAL USE ONLY: f S �� if PERMIT APPLICATION CHECKLIST 1O .' ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Sjy 1 � g� f 3' - 3p Fee Paid tt// ! n Typeof Construction: CONSTRUCT 2 STORY SFH W/2 CAR DET GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans I ncluded: Owner/ Statement or License 98877 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION 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 i De ay ^—rte Signature of Building Officia 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. 100 EMERSON WAY BP- 2013 -0596 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36 - 397 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: Zoning Permit BUILDING PEICIVIIT Permit # BP- 2013 -0596 Project # JS- 2013- 000663 Est. Cost: $339000.00 Fee: $1392.30 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: STEPHEN FERRARI 98877 Lot Size(sq. ft.): 11804.76 Owner: STEPHEN FERRARI Zoning: Applicant: STEPHEN FERRARI AT: 100 EMERSON WAY Applicant Address: Phone: Insurance: 103 RYAN RD (413) 588 -8975 () FLORENCEMA01062 ISSUED ON :3/5/2013 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT 2 STORY SFH W/2 CAR DET GARAGE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 3/5/2013 0:00 :00 $1392.30 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner N • ,,,, .„......,,_r- ,,,'' ,, c1 11#4" i t I i i s,'s� x C 1 %, ; - 1 --.' t >, ! li oi 8,,,,,vt k fil ;.4 - I ' 'is f 1 Sk . t l IA 4 ! k k 1 i _ ` 1 ^/^ .,, in { t c r a I 0 4 4 t tt / I , C3 - _ f r� � t I co 4°a11.' — et9I' L : ' / 3 0 7 4 of fl t- io I NO1dWNHJ JON `AVM NOS2d L N\fld .3OO . LIS