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18D-010 (2) / d. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Building Option Package. 29. 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. 30. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 31. 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. 32. Smoke and CO detectors as required. 780 CMR R314 and R315. 33. Closets beneath stair which have doors must be drywalled with Y2 " . 780 CMR R302.7 Relevant items must be submitted to the building department for approvals before inspections and or CO can be signed. Other items are intended to avoid costly issues at inspections. 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: cmiiler(c�northamptonma.gov Thank you for your cooperation on t =.e matters. 41°1114111F — Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement a. Garage corners and large corner window /door layout may require special solutions. b. All corners must be appropriately attached to the foundation. 14. 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 15. 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 16. 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 17. 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 /" from the top of the threshold and only in- swinging doors. 780 CMR R311.3 18. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9 ", maximum riser 8 X ", 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. 19. 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. 20. 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, in bearing walls if more than 50% of a plate is cut or notched a 1 %z" 16ga. strap must extend a minimum of 6" past the cut both directions and be nailed with 8 -10d per side, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom. Notches are different. 21. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3 22. Dryer duct maximum equivalent length is 25' or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 23. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 24. 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 25. Fire and draft stopping shall be completed before rough inspection. 780 CMR R302. 26. Ignition barriers in place before final. 780 CMR R316. 27. 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 'A" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 28. 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. Energy information including mechanical equipment posted on the electric panel. City of Northampton Massachusetts `- DEPARTMENT OF BUILDING INSPECTIONS . 212 Main Street • Municipal Building Northampton, MA 01060 J f ty . q . v INSPECTOR Matthew Dery July 27, 2012 408 Hoosac Road Conway, MA 01341 Subject Location: 3 Cooke Avenue Map Block: 18D -010 Mr. Dery, These are a few items which will need to be accomplished; 1. All new bedrooms must have an emergency escape window. see FMK 2. When a new bedroom is created the entire house must be brought up to current building codes in regards to smoke, heat, and CO detectors. 3. Electronic plans should be emailed or an additional copy of the drawing. 4. Sheet metal permit is required for HVAC work including a line drawing and heat loss calculation. 5. Attic access is required. 6. Basement slab needs thermal separation and insulation. 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 a substitute for purchasing and reading the MA codes. 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 %2 and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. 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. 9. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1 / 3rd 780 CMR R802.3.1 10. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 11. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 12. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I -joist and or Floor Truss c. Roof truss 13. A braced wall plan identifying appropriate braced wall areas and braced wall method being used. 780 CMR 602.10. cT p7 o v = O rI antpam c�ni _ ;ail ;'L�: (? • • �a= sar{asrtta i L — DEP ?RIMENT OF BUILDING INSPECTIONS s INSPECTOR 212 Main Street 0 Municipal Building t 8 � Northampton, MA 01060 • .„ • • LOCATION — -- S QUARE FOOTAGE AMOUNT • BASEMENT @ _ 20T c) // 1 FLOOR @ .50 � • • 2 FLR Q 30 4 FLOORS, FINISH ATTIC, GARAGE G7 .20 • • DECK/PORCIIRS @ :20 TOTAL. • • • • • • • Job Truss Truss Type ^� Qty 1Pty !COOKE AVE. NORTHAMPTON, MA 41204293 M1 GE Monopitch Truss 1 1 Job Reference (optional) T Truss Engineering Corp., Indian Orchard, MA 01151 ID: 9R6rdFubYlbdD _mHXIHk6yzNn71 -p2010 MiTek ytcxeSuoOFdm14J Apr 2 5Lu , /1 -0-0 7 -0-0 1 I -0-1 7-0-0 1,5x4 11 Scale =1:40, 6 i ii 1,5x4 11 12 10,00 rif 5 i 1,5x4 11 4 1.5x4 I1 c 3 r i 1 2 : g0 i i i 11 10 9 8 7 3x8 11 1.5x4 H 1,5x4 11 1.5x4 11 1.5x4 1 7-0-0 _ 1 7 -0-0 r Plate Offsets (X,Y): pt 1 _0-4 -1 12.0 -1 81 -- - - _ _ _. - - - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) t/defl Lid PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.26 Vert(LL) -0.01 1 nfr 120 MT20 1971144 (Ground Snow=50.0) Lumber Increase 1.15 BC 0.13 Vert(TL) -0.01 1 nit 90 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 7 We n/a 8CLL 0.0 * Code IRC2009/TP12007 (Matrix) Weight: 37 Ib FT = 10% BCDL 10.0 - - - - LUMBER TOP CHORD 2 X 4 SPF No.2 NOTES (15) 12) Provide mechanical connection (by others) of truss to bearing plate capable of BOT CHORD 2 X 4 SPF No.2 1) NMnd: ASCE 7-05; t Oomph; TCDL =4.2psf; BCDL =5.0psf; h =25ft; Cat. 11; Exp B; withstanding 100 lb uplift at joint(s) 11, 7, 8, 9 except (jt =1b)10 =239. WEBS 2 X 4 SPF Stud enclosed; MWFRS (low -rise) gable end zone and C -C Comer(3) -1 -0-0 to 2 -0-0, 13) This truss is designed in accordance with the 2009 International Residential Code OTHERS 2 X 4 SPF Stud Exterior(2) 2 -0.0 to 3 -10-4, Comer(3) 3.10 -4 to 6 -10-4 zone; cantilever left and right sections R502.11.1 and R802.10.2 and referenced standard ANSIfrPI 1. BRACING exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber 14) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the TOP CHORD OOL =1.33 plate grip DOL =1.33 analysis and design of this truss. Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to 15) All Plates 20 Gauge Unless Noted BOT CHORD wind (normal to the face), see MiTek "Standard Gable End Detail" Rigid ceiling directly applied or 10-0 -0 oc bracing. 3) TCLL: ASCE 7 -05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow): LOAD CASES) Category II; Standard REACTIONS All bearings 7 -0-0. 4) Unnbal Unbalanced snow loads have been considered for this design. (lb) - Max Horz 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1,00 times 11= 256(LC 8) flat roof toad of 38.5 psf on overhangs non - concurrent with other live loads. Max Uplift 6) Gable requires continuous bottom chord bearing. All uplift 100 Ib or less at joint(s) 11, 7, 8, 9 except 7) Truss to be fully sheathed from one face or securely braced against lateral movement 10=- 239(LC 9) (i.e. diagonal web). Max Grad 8) Gable studs spaced at 2 -0-0 oc. All reactions 250 Ib or less at joint(s) 7, 9, 10 except 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with 11 =317(LC 9), 8 =281(LC 1) any other live loads. FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 10) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all CHORD areas where a rectangle 3-8.0 tall by 1-0-0 wide will (1 between the bottom chord and TOP Cany other members, with BCDL = 10.Opsf. 2-3=-317/33 11) All bearings are assumed to be SPF No.2 . rJob — — — Truss - - - -- — Truss Type Qty Ply COOKE AVE. NORTHAMPTON, MA - - 'Q1204293 S1 Special Truss 5 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Mon Apr 23 18:22:03 2012 Pag t t ID:9R6rdFubYlbdD mHXIHk6yzNn71- tA79KuxOLRz59pFY7LKXN3teWzZ8bgu9dFFAN4zNm . 1 2-5-8 1-0-0 6-0-8 6-0-8 1 1-0-0 2-5-8 0 -0-0 4x6 = Scale = 1:51. I 6 ii 10.00 fir 3x6 . •- ,/4N 4x6 4x4 - 4x4 9 /304k :s � , t 10 c� O 1 j:q� 15 14 13 'y ITId, 6x6 ►—�. o =' 3x8 = 6x6 `� 12 3x8 I 3x8 I I 16 5x6 1209#1-174# 5x6 12.00 Fir 12094#-174# 2-5-8 - ■ j 9-6-0 15-6-8 2-5-8 1 -0-0 6-0-8 6-0-8 8 1 1-0-0 2-5-8 0 Plate Offsets (X,Y): 12:0.4- 11,0-1 -6i, [10:0 -4- 11,0 -1 -6] -- - - - ____- - __ LOADING (psi) SPACING 2 -0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 38.5 Plates lncrease 1.15 TC 0.72 Vert(LL) -0.05 14-15 >999 240 MT20 197/144 (Ground Snow =50.0) Lumber Increase 1.15 BC 0.47 Vert(TL) - 0.14 14-15 >999 180 TCDL 10.0 Rep Stress Inc! YES WB 0.66 Horz(TL) 0.10 10 n/a n/a BCLL 0.0 ' Code IRC20091TP12007 (Matrix) Weight: 961b FT = 10% BCDL 10.0 �_ • LUMBER TOP CHORD 2 X 4 SPF No.2 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with BOT CHORD 2 X 4 SPF No.2 TOP CHORD any other live loads. WEBS 2 X 4 SPF Stud 2- 3= -1376/ 161, 3-17 =- 1296 / 169, 4-17 =- 1238/169, 4-5 =- 1684/210, 6) " This truss has been designed for a Live load of 20.0psf on the bottom chord in all SLIDER 5.18 =- 1157!173, 6-18 = - 962/190, 6-19=-962/190, areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fd between the bottom chord and Left 2 X 6 SPF 1650F 1.5E 1 -7 -15, 7 -19 =- 1157/173, 7 -8 =- 1684/195, 8-20 =- 1237/169, any other members. Right 2 X 6 SPF 1650E 1.5E 1-7-15 9-20=-1296/169, 9-10 =- 1375/162 7) All bearings are assumed to be SPF No.2 . BRACING BOT CHORD 8) Provide mechanical connection TOP CHORD 2- 16=- 146/872, 15-16=-184/1172, 14 -15 =- 214/1403, (by others) truss to beating Plate capable of Structural wood sheathing directly applied or 3-6-12 oc purlins. 13.14 =- 90/1403, 12- 13=- 44/1172, 10- 12=- 38/872 9) This s truss is s designed joint( s) e rdance c e w t ith h the the 2009 0 0 10 a non 9) Thiesignred ed in n a�o In le mational Residential Code BOT CHORD WEBS sections R502.11.1 and R802.10.2 and referenced standard ANSI(TPI 1. Rigid ceiling directly applied or 10.0 -0 oc bracing. 6-14 =- 82/697, 7 -14 =- 787/218, 8-13 =- 81/944, 8-12 =- 792/31, 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the 5.14= 787/240, 415=- 118/944, 4-16 =- 792/120 analysis and design of this truss. REACTIONS (lb/size) 11) All Plates 20 Gauge Unless Noted 2 = 1209/0-5-8 (min. 0-1-14) NOTES (11) 10 = 1209/0-5-8 (min. 0 -1 -14) 1) Wind: ASCE 7-05; 100mph; TCDL= 4.2psf; BCDL= 5.0psf; h =25ft; Cat. 11; Exp B; LOAD CASE(S) Max Horz enclosed; MWFRS (low -rise) gable end zone and C-C Exterior(2) -1-0 -0 to 2 -0-0, Standard 2 = - 243(LC 6) Interior(1) 2 -0-0 to 6-6-0, Exterior(2) 6-6-0 to 9-6-0, Interior(1) 12 -6-0 to 17 -0-0 zone; Max Uplift cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions 2 = - 174(LC 8) shown; Lumber DOL =1.33 plate grip DOL =1.33 10 = - 174(LC 9) 2) TCLL: ASCE 7 -05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow); ' Category II; Exp B; Partially Exp.; Ct=1.1 FORCES (lo) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. 3) Unbalanced snow loads have been considered for this design. TOP CHORD 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times 2- 3=- 1378/181, 3-17 =- 1296/169, 4-17 =- 1238/169, 4-5 =- 1684/210, flat roof load of 38.5 psf on overhangs non - concurrent with other live loads. I Job Truss — —rt Truss Type - -- — ,Qty PIy COOKE AVE. NORTHAMPTON, MA Q1204293 T1 COMMON TRUSS 10 1 --- - _ -_ __Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Mon Apr 23 17:43:27 2 Page 1 ID:9R6rdFubY1 bdD_mHXIHk6yzNn7I- hcBcFzvHIrAiI uBQSxnO WgywpN4zxINF3wEd5JzNnt4 4-10-12 9-6-0 14-1-4 19-0-0 1 -0 4 -10 -12 4 -7-4 4 -7-4 4-10- 2 - 4x4 = Scale = 1:50.1 5 P 1 10.00 12 20 1.5x4 19 1.5x4 /i 4 6 • • " 4x4 /./ 4x4 •� 4x4 � 3 7 4x4 • a y �i O 8 �? c 1 2 _ `,� 10 21 22 10 23 24 4 g ^' II C 125 3x8 = 12 7#/ -173# 9-6 -0 19 -0 -0 9-6-0 9-6-0 - -- - - - - - -- - - - -- - - - - - - - -- - -- - ------- - - - - -- Plate Offsets (X_;12:0 -5- 3.0-0- 61_18:0- 53,0.0-61____ - LOADING (psf) - - - - -- - --------------- LO 36.5 SPACING 2-0-0 CSI DEFL in (loc) 1 /deft Ud PLATES GRIP (Ground Snow =50.0) Plates Increase 1.15 TC 0.48 Vert(LL) -0.10 10-13 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.26 10-13 >870 180 W BCLL 0.0 ' Rep Stress Incr YES B 0.36 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 -- Code IRC2009/TPI2007 — (Matrix -M) -- - Weight 88 Ib FT = 10% LUMBER TOP CHORD 2 X 4 SPF No.2 6) ' This truss has been designed fora live load of 20.0psf on the bottom chord in at BOT CHORD 2 X 4 SPF No2 TOP CHORD areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and WEBS 2 X 4 SPF Stud 'Except" 2- 0/26, 3-4 =- 1123/205, 4-19 = - 1057/194, 58 01/212, any other members, with BCDL = 10.0psf. W2: 2 X 4 SPF No.2 5-20=-901/212, 6-20=- 1057/194, 6-7 =- 1123/205, , 7- 7 -8= =- 827/26 7) All bearings are assumed to be SPF No.2 . SLIDER BOT CHORD 8) Provide mechanical connection (by others) of truss to bearing plate capable of Left 2 X 6 SPF 1650E 1.5E 3 -2 -10, 2 -21 =- 205/945, 21- 22=- 118/945, 10 -22 =- 118/945, 10- 23 =- 40/945, withstanding 173 Ib uplift at joint 11 and 1731b uplift at joint 15. Right 2 X 6 SPF 1650E 1.5E 3-2-10 23-24 =40/945, 8-24 = - 97/945 9) This truss is designed in accordance with the 2009 International Residential Code BRACING WEBS sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. TOP CHORD 5-10 = - 135 / 727, 6-10 = - 408/191, 4- 10=408/191 10) "Semirigid pitchbreaks with fixed heels" Member end fixity model was used in the Structural wood sheathing directly applied or 5-3-1 oc puriins. analysis and design of this truss. BOT CHORD NOTES (11) 11) Alt Plates 20 Gauge Unless Noted Rigid ceiling directly applied or 10-0 -0 oc bracing. 1) Wind: ASCE 7-05; 100mph; TCDL =4.2psf; BCDL =5.0psf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0, LOAD CASE(S) - REACTIONS (Ib /size) Interior(1) 2 -0-0 to 6-6-0, Exterior(2) 6-6-0 to 9-6-0, Interior(1) 12 -6.0 to 17 -0-0 zone; Standard 2 = 1267/0 -5-8 (min. 0-2-0) cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions 8 = 1267/0 -5-8 (min. 0-2 -0) shown; Lumber DOL =1.33 plate grip 00L =1.33 Max Horz 2) TCLL: ASCE 7 -05; Pg= 50.0 psf (ground snow); Pf =36.5 psf (flat roof snow); 2 = - 231(LC 6) Category 11; Exp B; Partially Exp.; Ct=1.1 Max Uplift 3) Unbalanced snow loads have been considered for this design. 2 = - 173(LC 8) 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times 8 = - 173(LC 9) flat roof load of 38.5 psf on overhangs non - concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. any other live loads. TOP CHORD 2- 3=- 827/26, 3-4=-1123/205, 4-19 =- 1057/194, 5-19 = - 901/212, - - - -- - -- .___._._------- - - - -•- Job Truss Truss Type Qty Ply COOKE AVE. NORTHAMPTON, MA Q1204293 T1GE Common Truss 1 1 _`_ Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Mon Apr 2318:21:27 2012 Page 1 ID:9R6rdFubYl bdD_ mHXIHk6yzNn71- xEyYmaVRpNQCgHVdOnhSwTOdFSNh9U1 sLeXG69zNmY 1-0 9 -6-0 19 -0-0 210 -0 9-6-0 9-6 -0 4x4 = Scale = 1:51.1 7 i 10.00 12 5 p i . , . ,, 3 1 2 1 ; 1213 7 ll ■ -- - -- - -- - - - - - -- -- --- - - - - -- to 24 23 2227 21 20 19 18 17 2816 15 14 3x8 I I 3x8 11 19 -0-0 19 -0-0 1 _ Plate Offsets (X,Y) f14:0- 2- 5.0 -1 -8), 124:0-4- 12.0 -1 -81 - ___ ___ LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deli Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.17 Vert(LL) -0.01 13 n/r 120 MT20 197/144 (Ground Snow =50.0) Lumber Increase 1.15 BC 0.08 Vert(TL) -0.01 13 n/r 90 TCDL • 10.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.00 14 n/a n/a BCLL 0.0 • Code IRC2009/TP12007 (Matrix) Weight: 100 Ib FT = 10% BCDL ___ 10.0 1 LUMBER TOP CHORD 2 X 4 SPF No.2 8) Truss to be fully sheathed from one face or securely braced against lateral movement BOT CHORD 2 X 4 SPF No.2 REABILICBrav (i.e. diagonal web). WEBS 2 X 4 SPF Stud All reactions 250 Ib or less at joint(s) 24, 14, 23,15 9) Gable studs spaced at 2 -0-0 oc. OTHERS 2 X 4 SPF Stud *Except* except 19= 303(LC 1), 20= 415(LC 2). 21= 327(LC 2), 22= 269(LC 10) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent ST5: 2 X 4 SPF No.2 1), 18= 415(LC 3), 17= 327(LC 3), 16= 269(LC 1) with any other live loads. BRACING TOP CHORD FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 11) •This truss has been designed for a live toad of 20.Opsf on the bottom chord in all Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. WEBS areas where a rectangle 3-6-0 tall by 1 -0-0 wide will ft between the bottom chord and any other members, with BCDL = 10.Opsf. BOT CHORD 6-20= 295/97, 8-18 =- 295/97 12) All bearings are assumed to be SPF No.2 . Rigid ceiling directly applied or 6-0 -0 oc bracing. 13) Provide mechanical connection (by others) of truss to bearing plate capable of vVEBS NOTES (16) withstanding 100 Ib uplift at joint(s) 20, 21, 22, 18, 17,16 except (jl =1b) 24 =144, 14 =100, 1 Row at midpt 7 -19 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.0psf; h =25ft; Cat. II; Exp 8: 23 =136, 15 =118. enclosed; MWFRS (low -rise) gable end zone and C -C Corner(3) -1 -0.0 to 2-0-0, 14) This truss is designed in accordance with the 2009 Intemational Residential Code REACTIONS All bearings 19 -0-0. Exterior(2) 2 -0-0 to 6-6-0, Comer(3) 6.6-0 to 9-6-0, Exterior(2) 12 -6.0 to 17 -0-0 zone; sections R502.11.1 and R802.10.2 and referenced standard ANSI/7P1 1. (Ib) - Max Horz cantilever left and right exposed :C-C for members and forces & MWFRS for reactions 15) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the 24=- 228(LC 6) shown; Lumber DOL =1.33 plate grip DOL =1.33 analysis and design of this truss. Max Uplift 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to 16) All Plates 20 Gauge Unless Noted All uplift 100 Ib or less at joint(s) 20, 21, 22. 18, 17, 16 wind (normal to the face), see MiTek "Standard Gable End Detail" except 24=- 144(LC 6), 14=- 100(LC 7), 23=- 136(LC 7), 15=- 118(LC 3) TCLL: ASCE 7-05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow); LOAD CASE(S) 9) Category II; Exp B; Partially Exp.; Ct =1.1 Standard Max Gray 4) Unbalanced snow loads have been considered for this design. All reactions 2501b or less at joint(s) 24, 14, 23, 15 except 5) This truss has been designed for greater of min roof live bad of 16.0 psf or 1.00 times 19= 303(LC 1), 20= 415(LC 2), 21= 327(LC 2), 22= 269(LC 1), fiat roof bad of 38.5 psf on overhangs non - concurrent with other live loads. 18= 415(LC 3), 17= 327(LC 3), 16= 269(LC 1) 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. i I ■ I 1 , 29 -00 -00 m I' cn II 14 -08 -00 Z ! .1 �— — - 2 - E C ?OO — o '1 1 -'01(10 t y I j i, it -4 i mom, I i s --- __...,..�c� ff o . L am 6- Q j' N-, -- v 8-02 -12 -'�',I t - 4' s, t _ a o I O O , ., T O IP V 2 - t o 00 m 29 -06 -00 >j I 1 � r o Q O p This non - structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation (TEC). No responsibility is taken or ( m Z f m Zi mp! i ed 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 truss installer shall follow all w 3 3 BCSI recommendations, construction document specifications as well as any site specific requirements to ensure safe and proper installation. No loading shall be applied r Z 4 za . , OZ n m 3 S totrusses unti properly and fully installed, including all sheathing, hangers, all anchors, lateral web bracing (as shop shown dr on individual shop drawm , and manent trusses �I A O C) W bracing ( as r eq uired b the construction documents) Installation contractor wall refer to the indivi truss drawings structural req 1� �"J S XI S' ° including but not limited to bearing locations and requirements, ply to ply nailing, lateral web bracing, and truss spacing. Truss Engineering Corporation strictly adheres to - yyy m m D 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 ; . m p c g pecifications unless clearly defined otherwise in writing by TEC. 1 Wi fhis placement plan is Truss Engineering Corporation'sINTERPRETA of plans and drawings as supplied to us. The building owner /owner's agent is solely responsible I � � � 1 i 1 In re and full compliance to construction documents and shall be responsible for notifying B eomet geometry, loads and load requirements for accuracy P Iiance P TE Ci o ar, L! I j ?or verifying all dimensions, 1 I ( 'immediately of any discrepancies. The building owner/owner's agent is responsible for coordinating all construction details between trades. Truss Engineering l 1 1 1 c orporation isNOT responsible for field verification of dimensions or special conditions. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or 1 1 . , 2 i I 6 Itered in any way without first contacting TEC a nd receiving engineering documents allowing such. . I IDl 1 1 1 1 ! . i . CONTRACTOR QUOTE PRINTED ON: 04/24/12 PAGE 1 • QUOTE # Q1204293 DATE QUOTED:04 /24/12 i 1 k 9 E NG 181 GOODWIN ST VALID UNTIL: 05/22/12 CORP • RATION PO BOX 51027 Job: CARTER 'A1MiIM TIP 2 INDIAN ORCHARD, MA 01151 MANUFACTURERS OF ROOF & FLOOR TRUSSES 3 COOKE AVE. Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187 NORTHAMPTON, MA Quote To: k. Miles, Inc. 24 West St. q By: Requested B WAYNE HELMS 24 West Hatfield, MA 01088 Attn: WAYNE HELMS Quoted By: Brian Tetreault Phone: (413) 247 -8300 SPECIAL INSTRUCTIONS: *10" HEEL HEIGHT. ROOF TRUSSES LOADING TCLL -TCOL- BCLL -e COL STRESS INCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUTBRT 04/24/12 INFORMATION 50.0,10.0,0.0,10.0 1.15 PROFILE QTYI PITCH TYPE BASE I O/A I LUMBER OVRHG / CANT I 1 SHIPPING I UNIT PLY TOP 1 BOT TRUSS ID SPAN SPAN TOP 1 BOT _ LEFT RIGHT 1 HEIGHT WEIGHT {) Monopitch 1 01 -00 -00 e111 1 10.00 0.00 M1 GE 07 -00 -00 07 -00 -00 2 X 4 2 X 4 07 -00 -09 I 36 Special Truss 01 -00-00 01_00 -00 5 10.00 12.001 S1 1 19 -00 -00 19 -00 -00 2 X 4 2 X 4 09 -01 -09 96 AZL �j� COMMON 01 -00 -00 01 -00 -00 09 -01 -09 88 10 10.00 0.00 T1 19 -00 -00 119 -00 -00 2 X 4 2 X 4 }, Common Truss 01 -00 -00 01 -00 -00 �Wlll� 1 10.00 0.00 Ti GE 19 -00 -00 19 -00 -00 2 X 4 2 X 4 09 -01 -09 100 Truss Engineering Corporation (TEC) strictly adheres to the 'Standard Responsibilities in the Design of Metal Plate 1 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 WIDE LOAD / I 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 ESCORT FEE field verification of dimensions or special conditions. The building owner /owner'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: ✓ 117 . ....,n..fxnx� WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY Iv Liberty AR INFORMATION PAGE A Mutual Liberty Mutual Group 175 Berkeley Street Boston, MA 02117 Issued by LM INSURANCE CORPORATION 27243 Policy Number WC5 -31S- 375318 -022 Issuing Office 181 NEW BUSINESS NEW Issue Date 05 -08 -12 Account Number 1-375318 Sub Account 0000 1. Insured and Mailing Address FEIN 134278307 MATTHEW DERV DBA BLACK DIAMOND BUILDING RISK ID 108865 408 HOOSAC RD CONWAY, MA 01341 Status 01 - INDIVIDUAL Other workplaces not shown above: SEE ITEM 4. PREMIUM - EXTENSION OF INFORMATION PAGE 2. Policy Period: The policy period is from 04-10-2012 to 04-10-2013 12:01 A.M. standard time at the Insured's mailing address. 3. Coverage A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in Item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500, 000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: SEE END WC 20 03 06A D. This policy includes these endorsements and schedules: SEE EXTENSION OF INFORMATION PAGE 4. Premium: The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Code Premium Basis Total Rate per $100 Estimated Annual Classifications Number Estimated Annual Remuneration of Remuneration Premium See Extension of Information Page Minimum Premium $ 500 (MA) Total Estimated Annual Premium $ 2, 182 Premium will be billed ANNUAL Producer 0004 - 189728 BERKSHIRE INSURANCE GROUP INC /MASS ONE PO BOX 4889 PITTSFIELD MA 01202 Sales Representative 3000 Sales Office Name WESTON © 1987 National Council on Compensation Insurance, Inc. WC 00 00 01 A All Rights Reserved Ed. 07/01/2011 Insured Copy The Commonwealth of Massachusetts .,..- Department of Industrial Accidents 1 *•....r,.: it 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): m A r - rf+ FW �� iZy 14 c, TILArZk 17rr}rnod' ' k 1...1711k it+ Address: – O < 1'1 Ur. 4 -;r4c IZc- City /State /Zip: • A- k '- \ Phone #: L//3 36'i I/ /N Are you an employer? Check the appropriate box: general contractor and I Type of project (required): 1. 51 I am a employer with 2 ❑ 4. I am a g 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' [No workers' comp. insurance comp. insurance.t 9. Building addition 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. [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. 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: L l g e Iz r i Policy # or Self -ins. Lic. #: WC- 5 — 3 I S - 3 1-0 15s' '" oil. t- Expiration Date: l ib C / 3 Job Site Address: 3 Ce:�7 k z I ✓ - City/State/Zip: Nit: r M VIOLC Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under he pains and penalties of perjury that the information provided above is true and correct. Si. nature: Date: L Phone #: ZI 3 3 6 9 L/% 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 #: New smoke and co2 detectors to be installed at existing house and proposed new addition according to MA code. • SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : f '1A TT 0+ E .'! i✓ R � l CC — t( (-14 License Number u -1 �► f : , ,A _ c �� v�1'fF �� , l") 4 01301 "/ 1 1 ' Li Address Expiration Date t 113 312( L4gL)3 Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration N mber LOA 14-e. (- A ; TZ� C N"r,a -.� MIA- r) �3 Ut I �/ z 1113 Address Expiration Da e Telephone t//3 S G 9 499 7 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 -vear 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 Anomminemonimmumemow SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House ❑ Addition r4 Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [p] Decks [q Siding [D] Other [p] Brief Description of Proposed j 11 ` I \ ( 1 1 Work: AA ,'G 7\ Z`(— L. SYitK.br „4.„1 .:1\ ^CV%r% 4 - MhSLr ratO -,. F'� ,/ 'A 5.. Alteration of existing bedroom Yes X No Adding new bedroom Yes No Attached Narrative ✓ Renovating unfinished basement Yes No No Plans Attached Roll Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family 1� Two Family Other b. Number of rooms in each family unit: LI Number of Bathrooms 1 — c. Is there a garage attached? d. Proposed Square footage of new construction. .5 0 Dimensions 1 9 — 0 >< a I '" L e. Number of stories? 0 .' L f. Method of heating? P J \v\- b-,,- Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 1.fGoc' i. Is construction within 100 ft. of wetlands? Yes x No. Is construction within 100 yr. floodplain _ Yes X No j. Depth of basement or cellar floor below finished grade ail -o `g - 0 k. Will building conform to the Building and Zoning regulations? _ x Yes No . 1. Septic Tank City Sewer n Private well City water Supply X SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, L. E w 1 S C A• it-r. t Z , as Owner of the subject property hereby authorize Al /1- 1'T/-i t .i t 7 C 1 Z to act on my behalf 'n all atters relative to work au orized by this building permit application. 4 1 - 44- 4 ' .1/ 7 tts -,___ Signature of Owner Date 1, le( si--1" . 0r'f- F .') , as Owner /Authorized Agent hereby declare that the sta and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed ia under the pains and penalties of perjury. fY\c.TT'\r‘tw dp . , -I . ]) 4_r Print Name gn.ture of OwnerlAg' — D- e 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 / , (— ..? I- Frontage / vt Setbacks Front Z 3 ► �j Side L: $ R: Z 1= b L: 1 19 4 R: 3e — C Rear Building Height Zl r 6'' Bldg. Square Footage % 50 /5 d Open Space Footage (Lot area minus bldg & paved /! S /013V parking) # of Parking Spaces 3 Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DONT KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW 0 YES 0 IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW © YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained © , Date Issued: C. Do any signs exist on the property? YES © NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES © NO IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, ex avation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES a NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. • Department use only City of Northampton Status of Permit: ` EL, Building Department Curb Cut/Driveway Permit 212 Main Street Sewer /Septic Availability JUL 2 0 a Room 100 Water/Well Availability orthampton, MA 01060 Two Sets of Structural Plans L phone 413 -587 -1240 Fax 413 -587 -1272 Plot/Site Plans h RrHnr,; r ..a a oco 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 G o k L 4 ✓ z - . Map Lot Unit — ^A. t ° ' AA i4jr-- Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: , / / �/� L c "%" C/�;L T E Z ) ^7 C. t%r k e jt-v' �.. / V i-11 _ .' _ , `" %) f ©1 0 Nam - (Print) Current Mailing Address: 4 /13 s` 1 g vy rte!' ti,/r _ Telephone Signature 2.2 Authorized Agent: �1 C/3'/' n� c e b tu' .1l t= )2� . LU: ae � � m A- NN ame (Print) Current Mailing Address: �; L1 /3 31 "! /L/1/ ignature 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 ©Ua^, . w' 0 Construction from (6) 3. Plumbing Building Permit Fee 30c- CC, i!s3 4. Mechanical (HVAC) 5. Fire Protection - 3 goo , 0 -0 6. TTot = (1 + 2 +3+ + 5) %7 °'� 5KOf . Check Number 3'i 7 `9 q `/� . /'.e lJn e> 0 This Section For Official Use Only ` Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2013 -0082 5 67- 0 e( APPLICANT /CONTACT PERSON MATTHEW J DERY (P"' ADDRESS /PHONE 408 HOOSAC RD CONWAY (413) 369-4447 PROPERTY LOCATION 3 COOKE AVE 3 1 94 41 ‘ 96149 � a b MAP 18D PARCEL 010 001 ZONE URB(100)/ �a THIS SECTION FOR OFFICIAL USE ONLY: V i'a-�r PERMIT APPLICATION CHECKLIST NN ENCLOSED REQUIRED DATE d� - ' ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 307.99 ��� Fee Paid y Typeof Construction:_CONSTRUCT 19 X 30 MSTR BEDROOM SUITE ADDITION New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 64404 / _ O�j „"vp� " � 3 sets of Plans / Plot Plan l�! THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER: § Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management is • Delay q '17" Sig . re of Building Of icial 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. 3 COOKE AVE BP- 2013 -0082 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 18D - 010 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit # BP- 2013 -0082 Project # JS- 2013- 000127 Est. Cost: $82800.00 Fee: $399.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: MATTHEW J DERY 64404 Lot Size(sq. ft.): 14984.64 Owner: CARTER LEWIS G & JOAN C Zoning: URB(100)/ Applicant: MATTHEW J DERY AT: 3 COOKE AVE Applicant Address: Phone: Insurance: 408 HOOSAC RD (413) 369 -4447 WC CONWAYMA01341 ISSUED ON:7/31/2012 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 19 X 30 MSTR BEDROOM SUITE ADDITION 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 7/31/2012 0:00:00 $399.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner