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49-056 File # MP- 2010 -0072 APPLICANT /CONTACT PERSON SHEA JAMES P & DENISE M ADDRESS/PHONE 326 GLENDALE RD ( ) 584 -4303 0 j ot, (� 7� �{ PROPERTY LOCATION PARK HILL RD J(D ` MAP 49 PARCEL 056 001 ZONE SR(100) //WSP II THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE G FO' ILLED OUT ee • at s VO s ; Building Permit Filled out Fee Paid Typeof Construction: ZPA - SFH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: e- i /pproved Additional peiuuts required (see below) t 2p�ti� PLANNING BOARD PERMIT REQUIRED UNDER : § Inteciiiediate 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: § Lk/ I 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 Stouu Water Management Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning & Development for more information. File No l i 11-6,-a- type or print all information and return this form to the Building Inspector's Office with the $15 filing fee (check or money order) payable to the City ofNorthampton Name of Applicant: J 046,5 Q J JG Address: 3 2,6 4l.i to ®A (X Telephone: 1 (3 _ 36 7 - 976 2. Owner of Property: 92-04,e Address: Telephone: 3. Status of Applicant: Owner Contract Purchaser Lessee Other (explain) 4. Job Location: PA (eK 1-4 1 U L p_DA °"' c» rcrz -a r [� , vb ` 12;g4 . 1444 ,.. z" 'r . t�„,c +{. ,.4 7..a" f °-.7. L � �� >t, � M , . r e �+ i E efili tc x� V r _g , �� a �. 7< # � 4S � fi LED:IH B i r; BUJ D Ee RTMEN i ) y % 5. Existing Use of Structure /Property: La r Pmez \ C, \ . L P6.i (J 9 - a 5 (, 6. Description of Proposed Use /Work/Project /Occupation: (Use additional sheets if necessary): 13a HOL456 7. Attached Plans: Sketch Plan Site Plan L- Engineered /Surveyed Plans 8. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO DON'T KNOW v ev YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW v YES IF YES: enter Book Page and /or Document # 9.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: (Form Continues On Other Side) W:\Documents\FORMS \original\ Building- Inspector\Zoning- Permit- Application- passive.doc 8/4/2004 10. Do any signs exist on the property? YES NO IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over acre or is it part of a common plan of development that will disturb over 1 acre? YES NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building Department EXISTING PROPOSED REQUIRED BY zONING Lot Size 7 2.9 SF Frontage i r Setbacks Front Side L: R: L: R: I L: R: Rear Building Height Building Square Footage % Open Space: (lot area - minus building & paved parking # of Parking Spaces # of Loading Docks Fill: (volume & location) 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. `� _ ,,er Date: 2� / Applicant's Signatur 066 A.44. NOTE; Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Historic and Architectural Boards, Department of Public Works and other applicable permit granting authorities. W:\Documents\ FORMS \original \Building- Inspector\Zoning- Permit - Application - passive.doc 8/4/2004 Li Cif wow" 0 - ' ,/"----. / ,...-, ---- br - - i I C.. ( / . . ,. I i , It 1 / i i , - „. „------ ..,2' / .' . 1 // ';'' /". i -.-- (. '‹ ( 7 / / i / -- „,-- ,„--- -3- 't 3 .... t, ,,,. I, __I --- ,0 /i /-___' . , , , _,... . ,,, ( . I ( t, ' rt -- ( , ") _ .. C ',"-- ....„ t " .. ../ (---; ' .1 .. , - ) ._..--) .. ,. i . ., _ ._.) )1-, t, ,... ,_.• ,,.„) . ...„_ "...„) / ., . , ,... 7 ..,, 2" .. , , - -,-- - ,,,.. ' , ...LI c.,...,. • ___ -' ', .. m q m Z� 4 1 4 WORK ORDER # 25675 Ordered On:06/06/11 181 GOODWIN ST PO BOX 51027 INDIAN ORCHARD, MA 01151 Job: GRUBER MANUFACTURERS OF ROOF & FLOOR TRUSSES Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187 996 PARK HILL RD NORTHAMPTON, MA Sold To: A. Bollard Sons, Inc. P ®: 143876 -4 P.O. Box 51065 Indian Orchard, MA 01151 Ordered By: STEVE TERLIK Attn: STEVE TERLIK Phone: (413)-543-4100 Our Salesman: Adrian Santos Cancellation Date: 06/09/11 ROOF TRUSSES INFORMATION LOADING TCLL- TCDL- BOLL -BCDL 50 N: ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUT BY: AS O 06/06/11 TRUSSES PROFILE I OTYI PITCH I TYPE BASE I 0/A I LUMBER OVRHG / CANT! SHIPPING I UNIT I UNIT I TOTAL I PLY Top I SOT TRUSS ID SPAN SPAN TOP I BoT LEFT I RIGHT WIDTH WEIGHT PRICE PRICE FINK 06 -02 -03 106 15 5 00 0.00 701 28 -00 -00 28 -00 -00 2 X 4 2 X 4 01 -00 -00 01 -00 -00 GABLE 1 5.00 0 00 TO1GE 28 -00 -00 28 -00 -00 2 X 4 2 X 4 06 - - 108 MOD. QUEEN 06 - 09 - 11 125 14 5.00 0.00 T02 31 -00 -00 31 -00 -00 2 X 4 2 X 4 01 -00 -00 01 -00 -00 GABLE 1 5.00 0.00 TO2GE 31 -00 -00 31 -00 -00 2 X 4 2 X 4 06 - - 126 GABLE 06 - 09 - 11 147 1 5.00 0.00 TO2SGE 31 -00 -00 31 -00 -00 2 X 4 2 X 4 01 -00 -00 01 -00 -00 ROOF SUB - TOTAL: ITEMS QTY I ITEM NAME I ITEM TYPE I I I NOTES I PR(GE I POKE 3 TSB 2 -16 BOX OF 50 Simpson Special 50 Pces / Box - 16" O C. Roof Truss Brace ITEMS SUB - TOTAL: * * * ** IMPORTANT NOTE * * * ** It is the sole responsibility of the retailer to supply all attached drawings and information to their customer for review and approval. Any and all changes must be received by Truss Engineering prior to the cancellation date. Any changes received after cancellation date may result in added charges and delay of order. No response before cancellation date will be perceived as a full approval of order. Truss Engineering is responsible for supplying only the material as listed on the order. SUB-TOTAL Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery of order may result in additional charges. GRAND TOTAL 40 -00 -00 T T02(14) o 0 w 1 0 0 ® r o (.0 1 ® w ° o 1 N c � CO H CO Job Number: 25675 ® Quote Number. Q1106032 Drawn by ADRIAN SANTOS I Job Name. GRUBER 0 ® Jabsite.999 PARK HILL RD 1 Lo NORTHAMPTON MA 21- 00-00 19 -00 -00 , fii f`5 a i u Job Truss Tr uss Type Qty Ply 25675 TO2R MOD. QUEEN 14 1 A BOILARD- GRUBER Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, no Wed Jun 15 06 :41 2011 Page 1 ID 9 QSIGL3GiQfGO8S11 9bMrzAll?- 4Bo8obaf760Gkinm3J3dXOFKeLgQeP3hV7pL3gz67V0 5 -9 -13 11 -0 -9 16 -6 -0 21 -11 -7 27 -2 -3 33-0 -0 5 -9 -13 5 -2 -12 5 -5 -7 5 -5 -7 5 -2 -12 5 -9 -13 4x6 5 5.00 25 \ 26 3x4 - 3x4\ • 4 --A, 6 27 • 4x6 - 24 i / ��� N. 23 / 28 4x6 7 / A 22 = i , 4 �Y05 / %;' - 29 • 1 2 % �kV3 8 9 �' _ ` 3x4 -� ,, - 71 L 2 m d 17 16 15 14 18 19 13 20 21 12 11 3x4= C 5x8 \\ 3x4 4x6 _ 3x8 = 4x6 3x4 -- 5x8 // 1458#/388# 261#/ -24# 1634#/ -405# 1-0-0 6-0 -0 8 -6 -12 16 -6-0 24 -5-4 32-0 -0 33 -0-0 -0 -6 5 -0 -0 ' 2 -6 -12 7 -11-4 7 -11-4 7 -6 -12 1-0 -0 Plate Offsets (X Y) )10.0 -5-4 0-2 -8], [17 0- 5-4,0-2 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ion) I /defl L/d PLATES GRIP TCLL 30.8 Plates Increase 1.15 TC 0.59 Vert(LL) -0.21 13 -15 >999 240 MT20 197/144 (Ground Snew =40.0) Lumber Increase 1.15 BC 0.80 Vert(TL) -0.50 13 -15 >620 180 TOOL 10.0 Rep Stress !nor YES W8 0.88 Horz(TL) 0.13 10 n/a n/a BOLL 0.0 Code IRC2009/TPI2007 Matrix BCDL 10.0 ( ) Weight. 133 lb FT = 10 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF 1650F 1.5E `Except" Max Uplift BOT CHORD 4) This truss has been designed for basic load combinations, 82: 2 X 4 SPF No.2 17 - - 388(LC 9) 1 -17 =190, 16 -17 =1921. 15 -16 =1921 which include cases with reductions for multiple concurrent live WEBS 2 X 4 SPF Stud 10 = - 405(LC 10) 14 -15 =1817. 14 -18 =1817, 18 -19 =1817, loads. BRACING 16 = -24(LC 9) '13 -19 =1817, 13 -20 =1916. 20- 21= '1916, 5) This truss has been designed for a 10.0 pet bottom chord TOP CHORD Max Gray 12 -21= 1916, 11 -12 =1916. 10 -11 =2117, live load nonconcurrent with any other live loads. Structural wood sheathing directly applied or 3 -2 -4 oc purflns. 17 = 1458(LC 2) 9 -10 =437 6) 'This truss has been designed for a live load of J0.Opsf on SOT CHORD 10 = 1634(LC 2) WEBS the bottom chord in all areas where a rectangle 3-6 -0 tall by Rigid ceiling directly applied or 8-4 -8 oc bracing. 16 = 261(LC 2) 3- 15 = -93. 4- '15 =70. 4- 13 = -457. 5 -13 =897. 1 -0 -0 wide will fit between the bottom chord and any other WEBS 6 -13 =- 588, 6 -11= 255. 7 -11 =- 106. 3-17,-1960 members. with BCDL = tO,Opsf. 1 Row at midpt 3 -17- 7 -10 FORCES (lb) - First Load Case Only 2 -17= -409, 7 -10= -1903. 8- 10 = -341 7) Provide mechanical connection (by others) of truss to TOP CHORD bearing plate capable of withstanding 388 lb uplift at joint 17, REACTIONS (Ib /size) 1 2 3 - 22= - 206, 3-23= -2065. NOTES (10) 405 lb uplift at joint 10 and 24 lb uplift at joint 16. 17 = 1272/0 -3 -8 (min. 0 -2 -5) 23 -24 2052. 4- 24= -1929. 4-25=-1667, 1) Wind' ASCE 7 -05, 100mph. TCDL= 4.2psf- BCDL= 5.Opsf, 8/ This truss is designed in accordance with the 2009 10 - 1420/0 -3 -8 (min. 0 -2 -91 5 25 1591, 5 -26= -1591. 6 -26= -1667_ h=2511: Cat. II- Exp C. enclosed', MWFRS (low -rise) gable end International Residential Code sections 8502.11.1 and 16 = 220/0 -3 -8 8= -2268 zone and C -C Exterior(2) 0 -0 -0 to 3-1-3, Interior(1) 3 -1 -3 to 8802102 and referenced standard ANSI/TP; 1- (min,. 0 -1 -8) 6 -27= -2131. -29- - o - 2255. 7 -2 , , 9) "Semi -rigid pltchbreaks with fixed heels" Member end fixity Max Horz : -29= -473. 8- 29 = -537. 8 -9 = -432 13 -4 -13. zone: 13 -4-13 to 16 -6 -0. or(1) 19 -, -3 to model was csed in the analysis and desi n of this truss. zone. 17 = -41(LC 10) BOT CHORD 29 -10 -13 cantilever left and right exposed C-C for 10) All Plates 20 Gauge Unless Noted 9 Max Uplift 1 -17 =190. 16 -17 =1921. 15 -16 =1921 . members and forces & MN/FRS for reactions shown, Lumber = - 388(LC 9) 14-15=1817 14 -18= 1817. 18-19=1817 DOL. =1.33 plate grip DOL =1.33 LOAD CASE(S) 10 = -405(LC 10) 13-19=1817. 1 3 -20 =1916. 20-21=1916. 2) TCLL. ASCE 7 -05; Pg= 40.0 psf (ground snow)- Pf =30.8 psf 16 = -24(LC 9) 12 -21 =1916 11-12=1916. 10 -11 =2117. Mat roof snow■ Category II: Exp C Partially Exp.. Ct =1.1 Standard 3) Unbalanced snow loads have been considered for this Job Truss Truss Type Qty Ply 25675 TO2RSGE GABLE 1 1 A BOILARD - GRUBER Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries Inc Tue Jun 14 16 12 32 2011 Page 1 ID:_ 9QSIGL3GiQfG08SII9bMrzAll?- Kug3ySmgNfTZD7RXybDa4H7NcnelcxAV6wJZXcz6KTD 5 -9 -13 11 -0 -9 16 -6 -0 21 -11 -7 27 -2 -3 33-0 -0 5 -9 -13 5 -2 -12 5 -5 -7 5 -5 -7 5 -2 -12 5 -9 -13 Scale: 1/4 " =1' 4x6 5 5.00 ! 12 36 = 6 3x4 3x4: 4 �� 7 37 'We STS A r �20 -- - 4x6 34 35 T1 19 W7 3x6 H - 3 ST4 ➢ ItV ZT 38 4x6 ST1 W4 8 33 e � �_, ST3 �IIS �� we V�14� 39 : \ 23 3x6 �� V� w 2 T ST2 3 9 M 1 - �\ 10 VCI , 11 o 3x4 18 H1 17 16 L _ C 1 { A 3 =' f Y ® o 15 14 31 32 13 12 3x4 == 5x8 3x4 -: 4x6 3x8 3x6 -- 3x4 _ 5x8 1 -0 -0 6-0-0 -6-0 16 -6 -0 24 -5-4 32 -0 -0 33 -0-0 1 -0 -b 5 -0 -0 2 -6 -12 7 -11-4 7 -11-4 7 -6 -12 1 -0 -0 Plate Offsets (X.Y): [11.0- 5.4.0 -2 -81, [18.0- 5- 4.0 -2 -8], [28.0- 1- 8.0 -0 -0] LOADING (psf) 30 8 SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Lid PLATES GRIP (Ground Snow =40.0) Plates Increase 1.15 TC 0.58 Vert(LL) -0.20 14 -16 >999 240 MT20 197/144 TCDL 0.0l Lumber Increase 1.15 BC 0.80 Vert(TL) -0,49 14 -16 >634 180 10 0 BOLL 0,0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.13 11 n/a n/a BCDL 10.0 Code IRC2009 /TPI2007 (Matrix) Weight. 155 lb FT = 10% LUMBER TOP CHORD 2 X 4 SPF No,2 BOT CHORD 2 X 4 SPF 1650F 1.5E 'Except` Max Uplift WEBS 82'. 2 X 4 SPF Not 11 = - 4051L0 10) 4 -19= 676/245 14.19 =- 684/244. 14- 20=- 221/959. 5- 20=- 226/968, '✓VEBS 2 X 4 SPF No.2 *Except* 17 = -24(LC 9) 7 -14 =- 700/207, 7 -12 =- 34/319. 3 -18 =- 2284/644, 2 -18= -482/276, W5. W7 W9: 2 X 4 SPF Stud Max Gray 8 -11 =- 2232/645, 9 -11 =- 392/258 OTHERS 2 X 4 SPF Stud 18 = 1460(LC 2) BRACING 11 = 1634(LC 2) NOTES (13) TOP CHORD 17 = 259(LC 2) 1 i Wind. ASCE 7 -05'. 100mph TCDL= 4.2psf. BCDL= 5.Opsf 5 =258. Cat. II. Exp C. Structural wood sheathing directly applied or 3 -2 -14 oc purlins, enclosed, MWFRS (low -rise) gable end zone and C -C Exterior(2) 0-0-010 3 -1 -3. BOT CHORD FORCES Ob) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. Interior(1) 3 -1 -3 to 13 -4 -13. Exterior(2) 13 -4 -13 to 16-6-0 Interior(1) 19-4 -8 to 29 -10 -13 Rigid ceifng directly applied or 8 -3 -2 oc bracing. TOP CHORD zone, cantilever left and right exposed C-C for members and forces & MWFRS for WEBS 2- 33=- 293/89 3 -34 =- 2339/658, 34- 35=- 2323/674 reactions shown Lumber DOL=1 33 plate grip DOL =1.33 1 Row at midpt 3 -18. 8 -11 4-35=-2171/676 4 36 =- 1832/564, 5 -36= 1738/574, 2) Truss designed for wind loads in the plane of the truss only For studs exposed to JOINTS 5-6 =- 1740/574, 6- 7=- 1918/620. 7 -37 =- 2408/707. wind (normal to the face), see MiTek "Standard Gable End Detail' 1 Brace at As) 19, 20 37- 38=- 2560/706. 8 -38 =- 2576/690, 8 -39 =- 445/126, 3) TOLL. ASCE 7 -05, Pg= 40.0 psf (ground snow). Pf=30 8 psf (flat roof snow) 9 -39 =- 574/118. 9-10=-456.'17 Category II Exp C, Partially Exp Ct =1,1 REACTIONS Obisiz& BOT CHORD 4) Unbalanced snow loads have been considered for this design 18 = 1240/0 -3-8 (min. 0 -2 -5) 17 -t8 =- 550/2194. 16 -17 =- 550/2194. 15- 16=- 504/2116. 5) This truss has been designed for basic load combinations which include cases with 11 = 1407/0 -3 -8 (mm. 0 -2 -9) 14 -15 =- 504/2116. 14- 31=- 481/2175. 31 -32 =- 4812175. reductions for multiple concurrent live loads. 17 = 231/0 -3 -8 (min 0 -1 -8) 13- 32=- 481/2175. 12- 13=- 481/2175. 11- 12=- 585/2431. 6) All plates are 1 -5x4 MT20 unless otherwise indicated. Max Horz 10- 11=- 341460 7) Gable studs spaced at 2 -0 -0 oc. 18 = -411LC 10) WEBS 8) This truss has been designed for a 10.0 psf bottom chord live load non concurrent with May Uplift 4 -19 =- 676/245. 14- 19=- 684/244. 14-20=-221/959 5- 20= -226/968. any other live loads. 18 = - 389(LC 9) 7- 14=- 700/207. 7 -12 =- 34/319. 3 -18 =- 2284/644, 2- 18=- 482/276. Continued on page 2 Job Truss Truss Type Qty Pl 25675 TO2RSGE GABLE 1 1 A BOILARD- GRUBER Job Reference (optional) Truss Engineering Corp.. Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries. Inc. Tue Jun 14 16:12 33 2011 Page 2 ID _ 9QSIGL3GiQfGO8SII9bMrzAll? o4OSAomSBybQrG ?kV,IkpdUgYMA_XLOQfLa3632z6KTC NOTES (13) 9)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and any other members. with BCDL = 10.Opsf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 18. 405 lb uplift at joint 11 and 24 lb uplift at joint 17. 11) This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) All Plates 20 Gauge Unless Noted LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 25675 TO2RGE GABLE 1 1 A BOILARD - GRUBER Job Reference (optional) Truss Engineenng Corp., Indian Orchard, MA 01151 7,250 s Nov 19 2010 MITek Industries. Inc. Tue Jun 14 15:5340 2011 Page 1 I D:_ 9QSIGL3GiQfGO8S119bMrzAIIO- T6Q7NO3mzrrAP9uzdsv7CZF06SSgN2Mtpo5gn Dz6Kkv 16-6 -0 33 -0-0 16-6 -0 16 -6 -0 Scale = 1:45.8 4x4 9 8 10 5.00112 38 v 39 �A 11 6 12 5 13 1 `y 1 _ 14 4 S T7 317 STS ST6 - 15 S ZT137 3 4 T5 9 T4 40 T�6 T ST 8 ST3 Sit 1. c 3x4 -- 3x4 - -- o 34 33 32 31 35 30 29 28 27 26 25 24 23 22 36 21 20 19 18 3x4 -- 3x4 -- -O_Q 33 -0 -0 1 -0-0 32 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ion) 1/deft L/d PLATES GRIP TCLL 30.8 Plates Increase 1.15 TC 0.21 Vert( LL n/a - n/a 999 MT20 197)144 (Ground Snow =40.0) Lumber Increase 1,15 BC 0.15 Vert n/a - n/a 999 TCDL 10.0 Vert( TL) ) BOLL 0.0 Rep Stress Incr YES WE 0.29 Horz(TL) 0.01 18 n/a n/a BCDL '10.0 Code IRC2009 /TPI2007 (Matrix) Weight 140 lb FT = 10% LUMBER TOP CHORD 2 X 4 SPF Not BOT CHORD 2 X 4 SPF No .2 WEBS 10) Provide mechanical connection (by others) of truss to bearing plate capable of OTHERS 2 X. 4 SPF Stud 9- 26=- 286/0. 8- 27=- 254/192. 2- 34=- 2571235, 10- 25=- 254 /192 withstanding 100 lb uplift at joinY(s) 27 28, 29. 31.32. 33, 25 24, 23, 21, 2Q 19 except BRACING 16- 18=- 257/235 Qt =1b) 34 =109 18 =113. TOP CHORD 11) Non Standard bearing condition. Review required Structural wood sheathing directly applied or 10 -0-0 oc purlins, NOTES 04) 12) This truss is designed in accordance with the 2009 International Residential Code and SOT CHORD 1) Wind. ASCE 7-05 100mph TCDL= 4.2psf. BCDL =5.0psf. h =25ft. Cat. II, Exp C sections R502.1 1 bra R802.10.2 and referenced standard ANSIJT l 1 Rigid ceiling directly applied or 6 -0 -0 oc bracing. enclosed. MWFRS (low -rise) gable end zone and C-C Corns' 3) 0 -0 -0 to 3 -3 -10 13) "Semi -rigid re R802.10.2 with fixed heels" Member end fixity model was used In the Exterior(2) 3 -3 -10 to 13 -2 -6 Corner(3) 13 -2-6 to 16 -6 -0. Exterior(2, 19 -9 -10 to 29 -8-6 analysis and design of this truss. REACTIONS All bearings 31 -0 -0 zone cantilever left and right exposed C -C for members and forces & MWFRS for 14) All Plates 20 Gauge Unless Noted (lb) - Max Horz reactions shown Lumber DOL =1.33 plate grip DOL =1.33 34= 43(LC 9) 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to LOAD CASE(S) Max Uplift wind (normal to the face), see MiTek "Standard Gable End Detail" Standard All uplift 100 lb or less at joint(sl 27 28, 29. 31, 32, 33. 3) TOLL: ASCE 7 -05; Pg= 40.0 psf (ground snow). Pf =30.8 psf (flat roof snow) 25.24. 23. 21. 20, 19 except 34=- 109(LC Sr 18 - 113(LC 10) Category II Exp C Partially Exp.; Ct=1 1 Max Gras 4) Unbalanced snow loads have been considered for this design All reactions 250 lb or less at joint(s) 31, 32. 33. 21. 20. 5) This truss has been designed for basic load combinations, which include cases with 19 except 26= 337(LC 1), 27= 302 /L.0 3). 28= 283(LC 3). reductions for multiple concurrent live loads 29= 263(LC 3).34= 383(LC 13), 25= 302(LC 4). 24= 283jLC 41 , 6) All plates are 1,5x4 MT20 unless otherwise Indicated 23= 263(LC 4) 18= 383(L.0 141 7) Gable studs spaced at 2 -0-0 oc. 8) 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 9) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all 8 -9 =0 /280 9 =10 =0/260 areas where a rectangle 3-6 -0 tall by 1 -0-0 wide will fit between the bottom chord and WEBS any other members with BCDL = 10.0psf. 9- 26=- 286/0,8 -27 =- 254/192.2 -34 =- 257/235.10 -25 =- 2541192. Job Truss Truss Type Qty Ply 25675 TO1GE GABLE 1 1 A BOILARD Job Reference (optional) Truss Engineering Corp„ Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Mon Jun 06 15 08'43 2011 Page 1 I D:_ 9QSIGL3GiQfGO8S119bMrzAll?- ljzRcwWXhz8403UWobRiWjdwmMNge9 WJRdOBj2z9_92 __ 14-0 -0 28-0-0 14-0 -0 14 -0 -0 Scale = 1:39.1 4x4 - 7 , g 8 5.00 , -- 2 28 1S, ? 5 26 29 4 10 NI 3 Ti - , Ti _ 11 co T5 ST6 ST5 - 2 !„ 12 S S T STIi ST3 30 25 i ST3 ST1 ST2 $T1 ST 1 13 k BT ' -_ -I B2 - 3x4 - -4.! . . .4.4. .4._ .4 .444. .4. 4 - .4. . - - 4 - 4. - =-_ 4 44. .44. . _ .4 .4. .� -- . .4 - . .4.4. . 4 ♦ _ 4• 3x4 I 24 23 22 21 20 19 18 17 16 15 14 5x6 - _ 1 -0 -0 28-0-0 1 -0-0 27 -0 -0 Plate Offsets (X Y)'. [18.0- 3- 0.0 -3 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 30.8 Plates Increase 1,15 TC 0.32 Vert(LL) n/a - nia 999 MT20 197/144 (Gound Snow =40.0) Lumber Increase 1.15 BC 0.31 Vert(TL) nle - n/a 999 TOOL 10.0 Rep Stress Incr YES WE 0.31 Horz(TL) -0.01 14 n/a n/a BOLL 0,0 Code IRO2009/TPI2007 POOL 10.0 (Matrix) Weight 109 lb FT = 10 LUMBER TOP CHORE) 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF No.2 TOP CHORD 3) TCLL. ASCE 7 -05. Pg =40.0 psf (ground snow), Pf =30.8 psf (flat roof snow). OTHERS 2 X 4 SPF Stud 1 -25 =- 271/388. 2- 25= 259/460 2 -3 =- 146/394. 3-4 =- 122/424, Category II. Exp C Partially Exp., Ct =1.1 BRACING 4- 26= -05/360, 5 -26 =- 59/416. 5 -27 =- 13/364, 6- 27=- 7/420, 4) Unbalanced snow loads have been considered for this design. TOP CHORD 6 - 7= 0/412, 7- 8= 0i412, 8 -28= -7/420 9 -28 =- 13/364. 5) This truss has been designed for basic load combinations, which include cases with Structural wood sheathing directly applied or 10 -0 -G oc purllns. 9- 29=- 59/416. 10- 29 =- 65/360, 10 -11 =- 122/424, 11 -12 =- 146/394, reductions for multiple concurrent live loads. BOT CHORD 12- 30=- 259/466 13- 30=- 271/388 6) All plates are 1.5x4 MT20 unless otherwise indicated, Rigid ceiling directly applied or 6 -0 -0 oc bracing. BOT CHORD 7) Gable studs spaced at 2 -0 -0 oc. 1 -24 =- 3571315, 23 -24 =- 357/315. 22 -23 =- 357/315. 8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with REACTIONS All bearings 26 -0 -0. 21 -22 =- 357/315, 20 -21 =- 357/315. 19- 20=- 357/315, any other live loads. (lb) - Max Horz 18-19=-357/315 17 -18= 357/315. 16 -17 =- 357/315, 9)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1 -0 -0 wide will fit between the bottom chord and 24= 40(LC 9) 15 -16 =- 357/315, 14 -15 =- 357/315. 13 -14 =- 357/316 any other members, with POOL = 10 Opsf Max Uplift WEBS 10) Provide mechanical connection b others) of truss to bearing plate capable of All uplift 100 lb or less at ]oint(s) 20, 21.22. 23. 18, 17. 7 -19 =- 430/98. 6 -20 =- 253/194, 2 -24 =- 387/289. 8 -18 =- 253/194. I ( y ) g p p 16. 15 except 24=- 203(L0 9). 14= 205(LC 10) 12 -14 =- 387/289 withstanding 100 lb uplift at joint(s) 20. 21. 22. 23. 18 17. 16. 15 except (it =lb) 24 =203, Max Gras 14 -205. All reactions 250 lb or less at Joint/ 21 23, '17. 15 except NOTES (14) 11; Non Standard bearing condition. Review required. 19 =469(LC 2). 20 =308(LC 3) 2.72 (LC 13)_ 24 =578(LC 13), 11 Wind: ASCE 7 -05'. 100mph, TCDL= 4.2psf, BCDL=5 Opsf. h =25ft. Cal. I) Exp C. 12) This truss is designed in accordance with the 2009 International Residential Code 18 =308(LC 4), 16=272(LC 14). 14 =578(LC 14) enclosed. MFRS (low -rise) gable end zone and C -C Corner(3) 0 -0 -0 to 3 -0-0 sections R502.11.1 and 5502.10 2 and referenced standard ANSI/TPI 1 Exterior(2) 3 -0-0 to 11 -0 -0. Gorner(3( 11 -0-3 to 14 -0 -0. Exterior(2) 17 -0-0 to 25 -0 -0 13) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the exposed FORCES O lb Max f P /Max. Ten, -All forces 250 . Comp (lb) or less except when shown. zone; cantilever left and right osed C -C for members and forces & MWFRS for analysis and design of this truss. O 9 p ,4) All Plates 20 Gauge Unless Noted TOP CHORD reactions shown Lumber DOL =1.33 plate grip DOL=1 33 1 -25 =- 2711388. 2 -25 =- 259/460. 2 -3 =- 146/394. 3- 4=- 122/424. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to LOAD CASE(S) 4 -26 =- 65/360. 5 -26 =- 591416, 5-27=-13/364 6-27=-7/420 wind (normal to the face). see MiTek "Standard Gable End Detail" Standard Job Truss Truss Type City Ply 25675 TO1 FINK 15 1 A BOILARD Job Reference (optional) Truss Engineering Corp., Indian Orchard MA 01151 7.250 s Nov 19 2010 MITek Industries. Inc. Mon Jun 06 15:06 20 2011 Page 1 ID 9QSIGL3GiQfGO8S119bMrzAll?- CI4kn3E65vFL8WE5yGXJ4sArN5PUIhcx8YKTPtz9 _9P 7 -2 -12 14 -0 -0 20 -9-4 28 -0 -0 7 -2 -12 6 -9-4 6 -9-4 7 -2 -12 \ Scale = 1:39.2 5x6 'c 4 A 5.00 12 16 � � 19 � -- -- 17 20 4x4 - - �-. 4x4 �, 3 � 5 �� i 16 7 ; ; T ,- 21 / „ 11/4 V�4 W2 �., 1b �� 22 2 6 7 tl Y, ,} al \+ 11 13 14 0 9' B2 3x4 4' o c 12 8 3x4 -- 3x4 = -= 3x4 __- 3x4 -- 4x9 4x9 V'r 1 -0 -0 10 -0 -0 18 -0 -0 27 -0 -0 28 -0-9 1 -0 -0 9 -0 -0 8 -0 -0 9 -0-0 1-0 -0 Plate Offsets (X. Y). [4 0- 3- 9.0 -2- 8][8:0- 6- 1.0 -2- 0],[12:0- 6- 1.0 -2 -0] LOADING (psf) SPACING 2 - - CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 30.8 Plates Increase 1.15 TC 0.98 Vert(LL) -0.21 9 -11 >999 240 MT20 197/144 (Ground Snow =40.0) Lumber Increase 1.15 BC 0.74 Vert(TL) -0.37 9 -11 >844 180 TCDL 10.0 Rep Stress Inc- YES W'B 0 52 Horz(TL) 0.09 8 nia n/a BOLL 0.0 Code IRO2009 /TPI2007 (Matrix) Weight. 107 lb FT = 10°10 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SPF 1650E 1.5E 51 This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with SOT CHORD 2 X 4 SPF No,2 TOP CHORD any other live Toads. WEBS 2 X 4 SPF Stud 1 -2 =- 601124. 2- 15=- 749/162. 15- 16=- 6601159. 3- 16=- 581!179 6)* This truss has been designed for live load of 20.0 psf on the bottom chord in all BRACING 3 -17=- 2017/ 583, 17 -18 =- 1903/593. 4 -18 =- 1896/603 g p TOP CHORD 4 -19 =- 1896/603. 19 c0 =- 1903/593, 5 -20 =- 2017/583 areas where a rectangle 3-6 -0 tall by 1 -0-0 wide will fit between the bottom chord and Structural wood sheathing directly applied. 5 -21= 581/179, 21- 22=- 560/169, 6 -22= 749/162. 6- 7=- 601/24 any other members with BCDL = 10 .Opel EDT CHORD EDT CHORD 7) Provide mechanical connection (by others) of truss to bearing plate capable of Rigid ceiling directly applied or 8-2-4 oc bracing. 1- 12 = -07/609, 11 -12 =- 503/2049. 11 -13 =- 280/1439, withstanding 361 lb uplift- at joint 12 and 381 lb uplift at joint 8 WEBS 13 -14'- 280/1439 10 -14 =- 280/1439, 9 -10 =- 280/1439 8) This truss s designed in accordance with the 2009 International Residential Code 1 Row at rr dpt 3-12 5 -8 8 -9 =- 503/2049, 7 -8 671609 sections R502. 11. and R802.10.2 and referenced standard ANSI /TPI 1. WEBS 9) 'Semi -rigid pitcinbreaks with fixed heels" Member end fixity model was used in the REACTIONS (lb /size) 3- 11=518/239, 4 -11 =- 106/646, 4- 9=- 106/646. 5 -9 =- 518 /239 analysis and design of this truss. 12 - 1246/0 -3-8 (min. 0 -2 -4) 3- 12 =- 1622/544, 2 -12 =- 468/338, 5 -8 =- 1622/544 6- 8=- 468/338 10) All Plates 20 Gauge Unless Noted 8 = 1246/0 -3 -8 (min. 0 -2-4) LOAD CASE(S) Max Horz NOTES (10) Standard 12 = -40(LC 10) 1) Wind ASCE 7 -05. 100mph T0DL= 42psf. BCDL =S.Opsf, h=25ft, Cat. ll. Exp C Max Uplift enclosed. MWFRS (low-rise) gable end zone and C-C Exterior(2) 0 -0-0 to 3 -0 -0 12 = - 361(LC 9) Interior'1) 3 -0 -0 to 11 -0-0, Exterior /2) 11 -0 -0 to 14 -0 -0 Intenor(1) 17 -0-0 to 25 -0 -0 zone 8 = - 361(LC 10) cantilever left and right exposed '.0 -C for members and forces & MFRS for reactions Max Gray shown. Lumber DOL =1.33 plate grip 005 =1.33 12 = 1422(LC 2) 2) TOLL ASCE 7 -05; Pg= 40.0 psf (ground snow): Pf =30.8 psf (fat roof snow) 8 = '1422(LC 2) Category II Exp C Partially Exp Ct =1.1 3. Unbalanced snow loads have been considered for this design. FORCES /lb) - Max. Comp 'Max. Ten. - All forces 250 (lb) or less except when snows. 4) This truss has been designed for basic load combinations. which Include cases with reductions for multiple concurrent live loads QUICK ANALYSIS REPORT Date: June 14, 2011 Rating No.: CET11 -217 Building Name: 996 Park Road Rating Org.: CET Owner's Name: Phone No.: 413 586 7350 ext 224 Property: 996 Park Road Rater's Name: Josy Raycroft Address: Northampton, MA 01062 Rater's No.: Builder's Name: Bill Gruber Weather Site: Northampton, MA Rating Type: plans File Name: 11 -217 996 Park Hill Rd PLANS.blg Rating Date: 6/14/11 Codes Programs IECC 2009 Performance: Passes EPA ENERGY STAR 2.0 Passes IECC 2006 Performance: Passes EPA ENERGY STAR 2.5 Passes IECC 2004 Performance: Passes EPA ENERGY STAR 3.0 Fails 1EGC 2003 Performance: Passes Tax Credit Passes IECC 2001 Performance: Passes HERS Index 52 !EGG 2000 Performance: Passes IECC 1998 Performance: Passes ECC of NY Performance: Passes ECG of NV Performance: Passes MEC 1995 Performance: Passes MEC 1993 Performance: Passes MEC 1992 Performance: Passes ASHRAE 90.2 Performance: Passes REM /Rate - Residential Energy Analysis and Rating Software v12.91 This information does not constitute any warranty of energy cost or savings. © 1985-2010 Architectural Energy Corporation, Boulder, Colorado. I/ 9, / Jiydronic E xp( - i'-el Job Name: PARK HILL Customer: GARY KOSTEK Engineer: DWM Salesman: Address: City: State: Zip: Phone: Indoor Design Temperature:70.0 F Outdoor Design Temperature:-10.0 Altitude (Elevation): 0 HEAT LOSS CALCULATIONS 1st Floor _ ....=-• -_-- _ - ,-- - - [LIVING ROOM KITCHEN BATH - BED I BED H BED HI Floor Totals ' Job Totals , I 4 Room Height (ft) 8.00, 8.00 8.001 : 8.00 8.00' 1 8.00 Room Length (ft) 1 13.001 12.00, 12.00 13.00 13.001 10.00 Room Width (ft) 18.001 14,00 6.00, 11.00 11.00, 7.00: I 1 I Doors & Glass (sg ft) 59.00 10.001 28.001 14.00 28.00 Door & Glass Factor : . 0.65001 0.65001 0.6500; 0.6500: 0.6500 0.6500 Exposed Wall Length (ft) 31.001 66.001 6.00 24.001 24.001 7.00 t I I Exposed Wall Factor 0.0700 0.0 7001 I 0.0700 0.0700: 0.07001 0.0700 __. I ] , 1 i Cold Partition Length (ft) 1 Cold Partition Factor 1 1 l I Ceiling Factor 0.0300 0.0300 0.0300I 0.0300 0.0300 0.0300 0900 - l , __ _... Floor Factor 0.0900' 0 1 1 0.0900, 0.0900 0.0900 I 0.0900 Infiltration Factor 0.01801 0.0180 0.0180 0.01801 0.0180 0.0180 -.1 1 ' 1 Indoor Temperature (F) 70.00 70.00 70.00 ' 70.00 70.00 70.00' 1 1 1 Heat Loss (BTU/HR) 9,068 6,505 2 9 479 5,395 5,395 2,4421 31,284 31,284 i , 1 BASEBOARD SELECTIONS 1st Floor ' Fine/Line 15 (lin . . .ft.) : 16.5' 12.01 4.5' 10.0 I 10.0 4.51 57.51 57.5. 1 -- , - 1 . selected 1 I , 1 1 Fine/Line 30 (lin.ft.) 16.0 11.5I 4.5 9.5 9 55.51 .51 4.5 55.5' , - selected , 1 MultiPak 80 (lin.ft.) 12.5 9.0 1 , 7.51 3.5 43.5 43.51 - I 3.5 T5 i I selected 1 .1 i i , -1- Copyright(C) 2000 Slant/Fin Corporation 100 Forest Drive Greenvale, NY 11548 (516) 484-2600 www.slantfin.com 996 PARK HILL RD BP-2011-0555 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 49'- 056 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: New Single Family House BUILDING PERMIT Permit # BP- 2011 -0555 Project # JS- 2011 - 000914 Est. Cost: $97700.00 Fee: $780.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WILLIAM GRUBER 008133 Lot Size(sq. ft.): 30927.60 Owner: POWERS JAMES Zoning: SR(100) / /WSP II Applicant: WILLIAM GRUBER AT: 996 PARK HILL RD Applicant Address: Phone: Insurance: 2 TORREY WAY (413) 527 -2609 EASTHAMPTONMAO1027 ISSUED ON:12/29/2010 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT SFH W /PORCH 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 12/29/2010 0:00:00 $780.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner File # BP -2011 -0555 i -...Y ' € ",,, APPLICANT /CONTACT PERSON WILLIAM GRUBER . ' , j; f,1.) ` °-- ADDRESS /PHONE 2 TORREY WAY EASTHAMPTON (413) 527 -2609 PROPERTY LOCATION 996 PARK HILL RD MAP 49 PARCEL 056 001 ZONE SR(100) / /WSP II THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin_ Permit Filled out 4 � Fee Paid T p eof Construction: CONSTRUCT H W /PORCH New Construction , .,', - ..,, 4. . 9-. / t $ i $.' ! 1 Non Structural interior renovat oafs I Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 008133 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 Demolition Dlay ,; ' f_ '''' 7 ,-;,,',,. -` B - - - (C Signature o "Budding Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. -- use only City of Northampton 7 Status of Permit Building Department Curb Cut/Driveway Permit, tp1/2" „ 1/2 212 Main Street Sewer/Septic Availability Room 100 WaterWeHAvailabiilty Northampton, Fax 0411036-5087- 1272 P Other Specify fr ir u9ttra-1- phone 413-587-1240 ----- 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: 1:\ 1:4) '5 I U 7 Lot Uni Map Zone Overlay District , Elm St District CB District SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: ° ,)41 Name (Prht) Current Mailing Address: 7 Lit Telephone Slgnature 2.2 Authorized Anent: = , Name rint) Current Mailing Address: , ) / Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building C (a) Building Permit Fee — 2. Electrical I. (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection ' 6. Total (1 +2+3+4+5) ( -1 7C( . Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front __- Rear Building Height Bldg. Square Footage % Open Space Footage (Lot area minus bldg & paved y ° parking) # of Parking Spaces (volume & Location) ', i e ( , C I ( t s$ A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO ,r DONT KNOW 0 YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO ;;} DONT 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 IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO <" • IF YES, then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House Addition ❑ Replacement Windows Alteration(s) 1] Roofing r n ' Or Doors D Accessory Bldg. I:1 Demolition El New Signs [D) Decks ID Siding [D) Other [D) Brief Description of Proposed .., e _ - t. Work: C...."'?; '. L'°•, >`12 k(. � / e (� -, ( X 9 ( t • L - t I 4., l ' , / / i, " t - _ . 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 hou complete the following: r a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms -. :.. _. c. Is there a garage attached? e - '' -- A / - / ' , 1 d. Proposed Square footage of new construction. /, c Dimensions e. Number of stories? ( :. 4 '!`� -. f. Method of heating? f) I' (....)„' - 1 N /:-- Fireplaces or Woodstoves -°' Number of each _ g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? 7)_w `• h. Type of construction i A„„(: C• () ,z_ s 2 ;- _ t.- i. Is construction within 100 ft. of wetlands? Yes .-'"'' No. Is construction within 100 yr. floodplain Yes t'" No i { s o j. Depth of basement or cellar floor below finished grade ..� k. Will building conform to the Building and Zoning regulations? 7 Yes No . I. Septic Tank j..✓ City Sewer Private well City water Supply /✓' SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I j Ak-k . i. ;,,. C k-, 1 S, , 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 I L-, ,' d ( #a ) ,*,. t I s I 3. i .i bk.,. , as Owner /Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. L ._ ,L o I i t i 6 '*- \ _; I x.. . .. 1 -3 is:,. i s Print Name d - / I Signature of Owner /Agent Date . SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable Name of License Holder : C d }. t License Number 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 ID No ❑ 11. Home Owner Exemption The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two - year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts = Department of Industrial Accidents ....16— , Office of Investigations ==11111Ltra .,; 600 Washington Street ----• =a • _4.4 I ....... Boston, MA 02111 . , www.mass.gov/dia -Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly ' t L Name pusinessiorganizationfindividli L. nt): 1 — i / t , , i 1 Address '' TE / / ; ,- V t ' y ./,_ _i ,,,,/ - , i„ 1/4, ,..._ ...,.,1,. ,, , (..,,, , ._ _ _ City/State/Zip: Phone #: q, ,..7,, „,4 / Are you an employer? Check the appropriate boxr Type of project (required): / 1. D I am a employer with 4. 1:2-1 am a general contractor and I 6. 0 New construction have hired the sub-contractors employees (full and/or part-time).* listed on the attached sheet 7. 0 Remodeling 2. 0 I am a sole proprietor or partner- These sub-contractors have ship 27)(1 have no employees 8. 0 Demolition employees and ha.ve worket rs' . working for me in any capacity. 9. E Building addition _ [No workers' comp. insurance comp. insurance.f required.] 5. [3 We are a corporation and its 0 10.0 Electrical repairs or additions officers have "exercised their 11.0 Plumbing repairs or additions 3. El I am a homeowner doing all work right of exemption per MGL myself [No workers' comp. 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no I employees. [No workers' 13..0 Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. j r 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 =ached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. lithe sub-contractors have employee; they must provide their workers' comp. policy number. lam 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 inoprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a 5-np 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 Investintions of the DIA for insurance coverage verification. /doheray certify under the pains and penalties of perjury that the information provided above_is_true and_correct. ,, ,,,if II Signature: ° /36"...Teei -/-;/-1 i „.-- - - t.- Date: 7,- --/ 4 1 - 7 ,:-: Phone #: 1- // 2 , < ' - ‘- - .3.- - ) 7` —_ ' '.- 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): I. Board of Health 2, Building Depai tment 3. City/Town Clerk 4. ElectricalInspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: • HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he /she resides or intends 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 home owner." The building department for the City of Northampton wants person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation /footings (before backfill) sonotube holes (before pour), a rough building inspection (before work is concealed), insulation inspection Of required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made I, understand the above. (Home owner /resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date Address of work location • • , ' • •.` f , , 2 t, < • . ; - - - . t t , • 1,„ _ , . . . ) . = , • 8133 Re LT:: 00 WILLIAM F GRUBER 2 TORREY WAY EASTHAMPTON, MA 01027 4i4z. 1/16/2012 16580 t, r DRIVER'S LICENSE NUMBER EXP DOB CLASS REST NUT SEX - - DM B 5-10 M WILLIAM F 2 TORREY WY - EASTHAMPTON, MA 01027-9763 ,141-1144-4.4 .o 1 S . , Qzr ;'�' arrq nt T� n �({: ., vEsarknsrts o DEPARTMENT OF BUILDING ENTSPECTIONS 212 Main Street 0 Municipal Building � .: F/ I '� Northampton, MA 01060 LOCATION SQUARE FOOTAGE AMOUNT c, BASEMENT @ .20 i t N 1 FLOOR @ .50 �. C,' '' 2 FLR @ :30 FLOORS, FINISH Al IIC, GARAGE @ .20 DECK/PORCHES @ :20 1 TOTAL_. r • 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: 996 Park Hill Road, Florence, MA 01063 Inquiry Made By: William Gruber 527 -2609 Date of Inquiry: 12/7/10 1 Number of Type of Single Family Type of Private N Units: New Build Unit(s): Accessory Apart. Ownership: Condo Multi- family Rental All `41 I I i 4 *1 Municipal Water Main in Existing service to Front of Location? Yes: No: site? Yes No X Size of Water Main: 8" Material: Ductile Iron Age: 1992 Approximate Static Street Ilovvv hest Conducted: Yes: No: X Pressure: 75 Ifdone attach results Size of Service Connection 1" Suggested Meter Size: 5/8 Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. New Tap required in street. A correspon to water entrance fee shall he paid prior to making any connect to the municipal water system. i Arrangement f such instaljafigfishall he made with the Northampton Water Department v, ith a minimum of 5 working days notif Shall tiotf. • All work sh c n r to Northampton Water Department specifications. rfti David W. Sparks. Superintendent of Water Water Lntrl S200.00 Meter 5100.00 Pad 5100.00 cc: Ned Huntley, Director cc: Louis Hasbrouck, Building Commissioner Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. No. (20l0 ' 3 FEE / Jb COMMONWEALTH LTH OF MASSACHUSETTS Board of Health, Nor hp , MA. DISPOSAL SYSTEM CO S. RUCTION PERMIT K� Permission is hereby granted to; Construct ) // Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at �Ce,e 14 i l , LOT a as described in the application for Disposal System Construction Permit No. lot ®'3C , dated `I_ 30' . Provided: Construction shall be completed within three years of the date of this permit. All local conditi lust be met. Form 1255 Rev. 5/96 A.M. / Sulkin Co. Chadeslown, MA Date ! 2 `8 Board of Health A F m a CO II Permit No. D03 -11 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: 12/13/10 Check #: 623 FEE: $250.00 THE BOARD OF PUBLIC WORKS Driveway must be staked and house & lot number posted The undersigned respectfully petitions your honorable body for: Permission to install a driveway at: 996 Park Hill Road, Florence, MA 01062 Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All Drainage shall be directed off the driveway surface to adjacent land and not on the existing Roadway. Driveway surface to be paved as soon as possible if the grade of the proposed Driveway exceeds 3% or more. Homeowners will be held responsible for any cost to the City of Northampton in the event of a washout of this driveway. Code of Ordinances §350 -8 8 providing standards for private, individual driveways as amended by the City Council on October 15, 2009, must be followed. By: William Gruber Telephone: 527 -2609 ignature: ..........--L,.."4"..__ Proposed Location Inspection By: tr I f h. V " - • /Z °/ 6 /® Gravel Base Grade Inspected By: Final Approval: THE BOARD OF PUBLIC WORKS voted that petition be granted. Edward S. Huntley, P.E. Director of Public Works Cc: Building Inspector (SUBJECT TO ATTACHED CONDITIONS 1 & 2) L" mu r age Permit No. D03 -11 Conditions: Driveway Permit In lieu of plan approved by the City Engineer I agree to the following added conditions: 1. I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2. I further agree that if in the inspections, any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. By:14/i Petitioner Signature Name: William Gruber Address: 2 Torrey Way, Easthampton, MA 01027 413- 527 -2609 Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. For Commercial and Industrial applicants, a plan showing the proposed driveway with grades, location and Planning Board permits are required. Cc: Building Inspector ci / 7/ „>12)V6 5,8 c416 / / (Y 0_1 0/ / (1/4/ 2) VC/ 6 ("Y /,...Zu/707 C7/11/1/1 12)0 . .; 9 tc E ! I s Compliance Certificate . Project Title: 996 Park Hi! Rd Energy Code: 2007 IECC Location: Hampshire County, Massachusetts Construction Type: Single Family Conditioned Floor Area: 1040 ft2 Glazing Area Percentage: 14% Heating Degree Days: 6999 Climate Zone: 5 Construction Site Owner /Agent: Designer /Contractor: 996 Park Hill Rd William Gruber William Gruber Northampton, Massachusetts 01060 William Gruber Builder William Gruber Builder 2 Torrey Way 2 Torrey Way Easthamtpon , Massachusetts 01027 Easthampton, Massachusetts 01027 413- 527 -2609 413 -527 -2609 wgruber©charter.net wgruber @charter.net Compliance: Maximum UA: 188 Your UA: 123 °- ' , 1: r q , t X ; 's, {t ter .r ,` , r e s . a F " ? a € 3 5t � �z `�s"' 1 k� 9E , r € * Y �' t VgAr s',4 ark 0 :;ai" �i � na . �. w';..��..W' a '�� 4::,: fi .,, iy.< %4.!` N,. ,..�..� Ceiling Flat or Scissor Truss 1040 .0 ` . • 16 Wail: Wood Frame, 16in. o.c. 1056 21.0 28 Window: Vinyl Frame, 2 Pane w/ Low -E 7�.,`;-, v 13 0.300 4 SHGC: 0.21 Window: Vinyl Frame, 2 Pane w/ Low -E 13 0.300 4 SHGC. 0.21 Window: Vinyl Frame, 2 Pane w/ Low -E 13 0.300 4 SHGC: 0.21 Window: Vinyl Frame, 2 Pane wi Low -E 13 0.300 4 SHGC: 0.21 Window: Vinyl Frame, 2 Pane w/ Low -E 13 0.300 4 SHGC: 0.21 Window: Vinyl Frame, 2 Pane w/ Low -E 13 0-300 4 SHGC: 0.21 Window: Vinyl Frame, 2 Pane wi Low -E 13 0.300 4 SHGC: 0.21 Window. Vinyl Frame, 2 Pane w/ Low -E 9 0.300 3 SHGC: 0.21 Vinyl Frame, 2 Pane w/ Low -E 7 0.300 2 SHGC: 0.21 Window: Vinyl Frame, 2 Pane w/ Low -E 6 0 300 2 SHGC: 0.21 Door: Glass 33 0.290 10 SHGC: 0.21 Door: Solid 20 0.210 4 Door: Solid 17 0.210 4 Floor: All -Wood Joist/Truss Over Uncond. Space 1040 19.0 19.0 26 Furnace 1: 90 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2007 !ECG requirements in REScheck -Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: 996 Park Hil Rd Report date: 12/14/10 Data filename: Page 1 of 5 Name - Title Signature Date Project Notes: Park Hill Rd. Northampton, MA 01060 Project Title: 996 Park Hil Rd Report date: 12/14/10 Data Rename: Page 2 of 5 Inspection Checklist Ceilings: U Ceiling: Flat or Scissor Truss, R -36.0 cavity + R -36.0 continuous insulation Comments. - -- - - - - Above - Grade Walls: Li Wall: Wood Frame, 16in. o.c_, R-21 0 cavity + R-21 0 continuous insulation Comments: Windows: U Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.300 For windows without labeled U- factors, describe features: #Panes __- Frame Type __ Thermal Break? _ -_- Yes No Comments: �- - - - - -- -- U Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor 0.300 For windows without labeled U- factors, describe features. #Panes _- - Frame Type -____ _ Thermal Break? _ - -- Yes __ No Comments _- - - - U Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.300 For windows without labeled U- factors, describe features: #Panes __._ -_ Frame Type _.._ -_ Thermal Break? ____ Yes No Comments: _ - - -- - U Window: Vinyl Frame. 2 Pane w/ Low -E, U- factor: 0.300 For windows without labeled U- factors, describe features: #Panes -__ Frame Type _ Thermal Break? Yes No Comments - - - - - U Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.300 For windows without labeled U- factors. describe features: #Panes _ -__ Frame Type Thermal Break? Yes No Comments: - - -- - - - - - - U Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.300 For windows without labeled U- factors, describe features: #Panes ____- Frame Type Thermal Break? _____ Yes No Comments - - - - - U Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.300 For windows without labeled U- factors, describe features: #Panes ___ Frame Type .- Thermal Break? Yes -- _ No Comments: U Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.300 For windows without labeled U- factors, describe features: #Panes -..._ Frame Type Thermal Break? _,__ Yes .- No Comments: _ -- - -- [J : Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.300 For windows without labeled U- factors, describe features: Project Title: 996 Park Nil Rd Report date; 12/14/10 Data filename: Page 3 of 5 #Panes Frame Type - Thermal Break? Yes No Comments: -- U Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.300 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes -- No Comments: -- Note: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U- factor and SHGC requirements. Doors: U Door: Glass, U- factor: 0.290 Comments: — — — -- — U Door: Solid, U- factor: 0.210 Comments: - -- — — -- — U Door: Solid, U- factor: 0.210 Comments: —� -- — Floors: U Floor: All -Wood Joist/Truss Over Uncond. Space, R -19.0 cavity + R -19.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: U Furnace 1:: 90 AFUE or higher Make and Model Number:.- -.- - -- ----------------- ._.------------ -__-- __— _._.._ — Air Leakage: U Joints, attic access openings, and all other such openings in the building envelope that are sources of air leakage are sealed. U Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. U Access doors separating conditioned from unconditioned space are weather - stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. U Wood - burning fireplaces have gasketed doors and outdoor combustion air. Sunrooms: U Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U- factor of 0.50 and the maximum skylight U- factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: U A minimum of Class II (1.0 perm) vapor retarder is installed on the interior side of above -grade framed walls or it has been determined that moisture or its freezing will not damage the materials. Exceptions: Class Ill (10 perm or less) vapor retarder is permitted for vented cladding over OSB, plywood, fiberboard, gypsum, or for sheathing over 2x4 framing having insulation of R -5 or better, or for sheathing over 2x6 framing having insulation of R -7.5 or better. Materials Identification and Installation: U Materials and equipment are installed in accordance with the manufacturer's installation instructions. U Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value. U Materials and equipment are identified so that compliance can be determined. U Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. U Insulation R- values, glazing U- factors, and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: U Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R -6. Duct Construction: U Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Project Title: 996 Park Hil Rd Report date: 12/14(10 Data filename: Page 4 of 5 U All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181B. J Building framing cavities are not used as supply ducts. U Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. U Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: J Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and /or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: u Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. U For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: J Circulating service hot water pipes are insulated to R -2. u Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: J HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R - 2. Certificate: J A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values.' window U- factors; type and efficiency of space - conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: 996 Park Hil Rd Report date: 12/14/10 Data filename: Page 5 of 5 m.3+- Ceiling / Roof 72.00 Wall 42.00 Floor / Foundation 38.00 Ductwork (unconditioned spaces): Window 0.30 0.21 Door 0.29 0.21 Furnace 90 AFUE Water Heater: Name: Date: Comments: 0 Q--- 7 December 28, 2010 William Grubber 2 Torrey Street Easthampton, MA 01027 Subject Property: 996 Park Hill Road Northampton, MA 01062 Mr. Grubber The plans for the 26 x 40 ranch house with walkout basement dated 12-28-10 have been approved as noted; 1. Engineering for truss submitted before rough inspection. 2. Structure conforms to 780 CMR 7 addition 1 and 2 family with 2009 IECC prescriptive requirements or RES Check 4.4.1. and mandatory requirements. 3. Smoke and CO per code, plan and as noted. a. See Plan markups 4. Room by room heat loss calculations submitted before rough inspection. 5. Deck specifications submitted before rough inspection. Assistant Commissioner of Buildings