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18D-058 (3) T) m 0 m / / / 1 1 1 U 1 - 1 �— 1 0- _ \ Q \ °- - \ N Z_ 1 LL. L J WV) QZ nU �i � o L' i LLJ Of Lj CL 0 t0 (a1� W _ - CV Q 2 1 Q ? �� a ��\ ? Z 1 W0 LL ~ 0 z..-, r� o 1 1 Q �3� � 1J \ \ Q D w�.n ° \ 1 n 1 1 � N L�ocy- ; Of m o m d 8fiO M OLM88909 SO SONIVIN8 dA Md :E 9042 'Wq'd, Feb, 1.6. 2006_ 3:5.3PM 3UILDINGS CS 6068822310 No. 6138 P. I D01-ltd 3ea0od hurt rt •OLemwle •art Thick. Depth Lop OO1T260.032' 0.1050 • 1/2• 3`-6' I 001D:300415 0.0730 • 1/2' 0'-0' LoI 1 1 it , , a 01 00 O 2a Os-----00 2oou1 29220041 O © I ( I ✓, i I ' 7T200341 J I I� o - Z STI80I11 Z Tisaa�3sti7p) ��n at T2503415(Tyy) � rldo�y� .003 t (T STZa0341S( ST2t0][3 250 13 ) WII •172103023( I I- i 522/0711 Sol /all I � , ST210341 ti C) e c m3oo[ lanoo�•- lazloall �z2oo� 21'-3"_—�"-21•-1"--�-�21•-1•�22•_1• ROOF SECONDARY pLm R sst2 sL.pe a...»lelwt[.e.ls MpV p. m n sw0vaury5's S=anzst teurut rwa, swoaT eaw�nereoraewrs+s�ana VP ow brimom.bt TO OAS TO Z1:10011 n000CT Or Li"Least 0ML M+odDl.) 21.00 pat rta.lOrtmsewQrlAa1lC}iMtwua.e TIP art 09320 ao en311[wales ROOF SECAN C+31.Lw:sy..lty 5.00, 0033t1 O.00 p.t vn�mo,nc wRSas2 naowE awn„up no Owry.e�ar MOwo m m(L I . .� ts00rsOmR!00GTtm n n. wild spe.0i x.00 r,.u,or s.„ao.en,ene00nrJDa.umOa 1 m R O1Cam•s sm am '� .w+Onee r,�oer onorf0,s01wwRiW ►a2oa for arrLy m TM PNUUM,ara wild s,�e: 0 Mr.erK 0l Nra.OnM .. . vor Ceaa.r ts32 or a ou2o 01 Isy atmo noa0tz deer seas,u.so temow,tmr,w,ewa.a,oarwefel9aoaar as tatOOeYI ro0/ms®my A , 1a.t s..e:25.00 Mt 2iRn f0 aR DeRaw OR r0- M3Yt0 YYtO/O..mr..p: 6r.ep I a, l,cumame CevWowM�,.YW�v"m MttSaitM. 5290 m MueuO ow:stad.re amorp..ey strct+,�.. °Ny O� a" �^ma+�'a4 1.let 0.••3� •,o aosnn n.lnuu wn�oea x wo0w w,�0sta,wacrwartoeou,wr t.ut eer. tst 4130/2003 1[,Ih• ,rte R0200lM�0 Feb. 16 2006 3:55PM VP BUILDINGS CS 6088822310 No. 6139 F. 1 STANDARDS Factory Mutual and INDEPENDENT RATINGS Building Design & PRACTICES Class - 1 Ratings 3.Roof Gravity Loads: (ref. FM Loss Prevention Data sheet 1-54) Roof Live, Snow and Rain loads are defined in Factory Mutual Loss Prevention Data s feet 1-54, " Roof Loads For New Construction% This section is applicable to both primary and secondary member designs. Roof minimum live loads for metal roofs are 20 psf witlout tributary area reductions. Ground snow load maps are taken from ASCE 7 for a 50 fear mean recurrence interval. 4. Roof Purlin Bracing with SSR Roofs: Currently Factory Mutual does not allow the assumption that SSR roof panels brace secondary roof purlins based solely on AISI "R"factors.As a result of this,VP has obtaii led approval from Factory Mutual for the following pudin bracing scheme. a. Exterior or End Bay purlin bracing required only. b. Purlin Support Members (PSM, PSP or PSN)between every other purlin and betweer ridge purlins as shown below ( Endbays Only). j FRAME PLAN VIEW FRAME W G7 PSM's (typ-) WA—am wr i Bracing Required at Alternate Purlin Spaces Only In Endbays - - - r� - _ 0.25L 0.25L 0.25L 0.25L ENDBAY j r The above bracing scheme is typical for 20'Thru.30'Bays /�j/ For Bays 5 20',Use 2 rows of bracing For Bays>30', Use 4 rows of bracing Figure 2 c. An alternate to the above, 1-1/2"x 1-112" SAG's may be used provided they are attached to the upper 113 f the purli I an run c tinuous from a e-to-aave. �- CI VP DESIGN MANUAL Section: 18.2 BUILDINGS, 10115101 Rev.4 Page 2 of 9 INC. ,AND .11S COPY Ln m CD (y M 1 1 1 U 1 r- 2 1 Q ( - 1 z LL-1 W � � U) Z O 0 b mzz :1 DQ x � W ryll' ul. Q Z � ��Clf DD a- ZD N WO i W a- � z0 J 1 \ w cn r- � � � � �_ P- a \ 1 = zN� V) (D 00 < 1 1 Q _j \ 1 �Gf ' N z z 0D � r) (Z m 8 d HL9 'ON OLEZ88809 SO HNIVIN8 dA Md :E 90OZ '9L V] Feb. 16•• 2006 3:53PM 0"*"3UILDINGS CS 6088822370 No. 6738 P. I Non-8td 8ocondar7 part acha tnl• Part Thick. Depth lap 00172609012' 0.1050 t 1/2- 31-6• ODIU23DO415 0.0730 t 112• 0'-0• Lo 6 O 1 i 6 K . O1P1 30041`.�a.2=20o415----01m10o411 =20041 \ I 522803+1 ' pt 1 P 5, 1 • � Cn " I� Z 57280311 t f Z ' is 2903 4 1s tiyp) ali • 2{ ) rta03415(iyp) ---45T2&034 SO E:13 ) pp{{8� .DO1T092( 552/03415(7 52280341 250 013 ) II I W " 522803425(_ ' " 52280341 I O �t I a'C 1� +sizeo341 � 1 e O O O D O e �O a 03000 O 300401 ©10040~11 Q 2000 ROOF SECONDARY pLBN My� m watt ea.pe l.a.-llalne 6.s.f■ -03 ►. LA m mclx=.s as,L AM= 8.12dfy C.". ftos2 tiwHa T1l wtOlcllr0►v sualt[a - i0 OW SO MM MU ts00aeT OL Llw Lwdl OWL sad.e bl.) 21.00 p.! R�rtardm4O111rwarwterton4ttuaws ' VP AM V93M an[talal0oac8 C.11. Ltrd:dtaTit 1.00, W tl hG ROOF SECON ;g ssoetlomms sntlrxn rr m. Y Dplitt O.00 pdr �w imwom owt�cya 720s/Yywa qll qrW 1bA0Y TN 1t1L L120a in r!sscana•!!01 OOLI tliae sp..di T0.00 aP'b qtr Otlall wa a80Fl0M0Yf►WIH1sfiW sot 8lLL7 TO=psettlaavm tfod strp..a.:c gT110VK O.NSt tlll4 . too txeelas 911 'Aa OL Ol 088101 OL!8t Ot11121 1s000Ct anand lawn 23.00 0a COOO�1.rommu K m • loot laver: 21.00 paf MOOOttiivltMClo•goa1Y�C10I181d81T t Yfat d1o0.f. =Z"!O left IsttTa m 177h I0a10�lraalCOw0t,d00DdWMtYOAaW� MllaiO susatd/Oa.C—P: Ora.p 1 wnliCfap lNltVgaapnM�lpr/MWlfj rR11tr11a sattlwptN• 7/fmmi lalldiy O..:itaadard 0—pa.Cy lLfvftali.a n�u 'O/rntlrily r�Ortrgwta� 4 �e l.fat Yenafe 1110 tlgsf11rf1111p1alti tRwrN�arpla0.01 O16'7L110tGlAOM[Clal!{.•i las 0/19nOagM q R! ldLt 6.ba . - 6/3012003 Ittl2:• 14�+N16300164-0 Feb, 16. 2006 3:55PM , BUILDINGS CS 6088822370 No. 6739 P. 1 STANDARDS Factory Mutual and INDEPENDENT RATINGS Building Design & PRACTICES Class - 1 Ratings 3. Roof Gravity Loads: (ref. FM Loss Prevention Data sheet 1-54) Roof Live, Snow and Rain loads are defined in Factory Mutual Loss Prevention Data s feet 1-54, " Roof Loads For New Construction". This section is applicable to both primary and secondary member designs. Roof minimum live loads for metal roofs are 20 psf wit lout tributary area reductions. Ground snow load maps are taken from ASCE 7 for a 50 tear mean recurrence Interval. 4. Roof Purlin Bracing with SSR Roofs: Currently Factory Mutual does not allow the assumption that SSR roof panels brace secondary roof puriins based solely on AISI "R"factors.As a result of this, VP has obtaii led approval from Factory Mutual for the following purlin bracing scheme. a. Exterior or End Bay pudin bracing required only. b. Purlin Support Members (PSM, PSP or PSN) between every other purlin and between ridge purlins as shown below ( Endbays Only). VRAME PLAN VIEW gFRAME W !7 PSM's (typ.) me.".m.rrun" i Bracing Required at Alternate Purlin Spaces Only In Endbays 0.25 L 0.25 L 0.25 L 0.25 L ENDBAY f r The above bracing scheme is typical for 20'Thru.30'Bays /�Aj/ For Bays 5 20',Use 2 rows of bracing !\ For Bays>30', Use 4 rows of bracing Figure 2 c. An alternate to the above, 1-112"x 1-112" SAG's may be used provided they are attached to the upper 1/3 f the purli ,el� an run c tinuous from a e-to- ve. VP DESIGN MANUAL Section: 18.2 BUILDINGS, 10/15/01 Rev.4 Page 2 of 9 INC. AN D -ds COPY r way oy Lx Laf c9 ar�fant�rmt w� 3b. �y d �:ssac'�usc:la' f mss+J Q DEPP�i'ZbiE.'JT OF BUILI�DIG INS?�CTIC�1°, E 312 Main Street Municipal Building Northampton, Mass. 01060 WOR=R'S COIIPENSATION INSURANCE AFFIDAVIT viit a prirc*'= place of busi c= residence (phcne,T} do hereby c--:-H:-y, uyder the pci'S and peaaltes of perjury, th=: O I as an e=plover providi_-z tl:e following :vor!kc: s compersr-rioa coven- e for my employe-„s wor=* g on this jeb: (1:S11I",,::° �'ATM,.�-�J) (YC_ ••I`tl1TiL�C:) �JS6L.LOJ T.�a.'°.) ( ) I atn a stele proprietor, ge..e.al contiac-,cr or homeowner(circle one) and have hired the coatracors listed below who have the foLo:�:na workers compP,nsation policies: (Name of Contract,-) (Ln_urancc Compaq-Y[Poiief Number) (E ir`aoa Date) _(Name of Conti c;or) C=drancc Co=S-v/ 0dcy Number) (Expirvaoa Date; (Name of Concacor) (InS'U c-- Com*F,a.•-YP1 Q ic(Number) (1=:piradon Date) (Name of Contracor) Co=auyiPolicy Number) (Exnira-don Date) (aaath additional zhect ifnaa=zary to include iccioctaassoo peratiasag:o all=czmaoes) O I am a sole proprietor and have no one woricng for me. ( ) I am a home owner performing all the wort myself NOTE pl=se be aerate that whilo hcc:=W0=wbc cttPIcy peso=to do ,••••••••• ,, ++s.m or repair Motic on a dvrel3iag of not mane than thtoa uaits is whit's tba homeasranr r=idca err m the vcuada sp�2basto=oat&=cm ty considered to be allay—under the yr kec's compe=+Gim Ass(GLI32,ss1(5)),zWL1c aoa by a home w=fors So==or permit may cvideace the Iegal aaou of as=Wloyae undsrtbe Wacknes C capams Lion AaL I undastaad that s copy of thin statement may be forwmdad to the Degaamamt of Ind ftW Ae i4ca&Cffio.of rim mom for the coverage:vcifiessioa cad tbst fidure to secure oorvetago tinder soaim 25A of N(GL 132 c=lead to 6,imponhon of tri=ms1 penalties comismtg of a fine of up to 51.500.00 sadfor imptaoameat of up to can y=cad civil pmsltia is d=fo=of a Stop Work Qcder and a Sao 0(5100.00&,&Y against Mf– For dvffM=atal uao a* Permit Numbs - -- _L,ot# : •.... Sigaab=of Li=asrrlPermittee F Version 1.7 Commercial Buildin-Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes......0 No.....: SECTION 11 -OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I 1, • V� 1 , • " 9• -• + as Cwr,er of he subject property hereby authorize M ��w�� l w�-�(��1r B�� �� e S to act on my behalf, in all matters relativgto N roc au 1711brized by this building permit application. GJ, Q Signature of 0 ner Date I. MO� W VL I WP'1&ff-r &I,bvitS as Owrer Auth�ofm. hereby declare that the stateme is and information on the foregoing application are true and accurate, t the b knowledge and belief. Signed under the pains and penalties of perjury. 044- Print Name Sign tore of Owner/Agent Date SECTION 12 -CONSTRUCTION SERVICES j 10.1 Licensed Constructii�onn Supervisor: Applicable ❑ Name of License Holder: CSo4"7(+6 iLicense Number Address / Expiration Date i Sig re Telephone SECTION 13 -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...... ❑ Versionl.7 Commercial Building Permit May 15,2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECTTO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: NN Not Applicable C3 Nam (Registrant): Registration Number Address Expiration Date Signature Telephone 92 Registered Professional Engineer(s): I Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility r Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor W 916v(T 16y IUD b�-S �KC• Not Applicable ❑ Company Name: Responsible In Charge of Construction 0 Adds 4B-5066-2217 Signat a Telephone t y Version 1.7 Commercial Building Permit May 15,2000 7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone: Outside Flood Zone ❑ 1 Munic"pal ❑ On site disposal system ❑ 8. NORTHAMPTON ZONLNG e4 S r(r Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontase Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved azkins) #of Parkina Sp s Fil olume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW X YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO _� DON'T KNOW 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: J Version 1.7 Commercial Building Permit May 15,2000 SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations Existing Wall Signs Existing Ground Signs Additions ❑ Roofing ❑ ❑ ❑ Exterior Alterations Demolition❑ New Signs [ ] Change of Use [ ] Other [ ] ❑ Accessory Building [ ] Repairs [ ] �>);'CR.O h FP,icT+f(Ly UtU(�li "6F f v1LU N vav-m, GI NYs- SECTION 5 - USE GROUP AND CONSTRUCTION TYPE �M�ti � Ii /!�N r1 Del"riDNhL'A4 1drj1fl-*A1W d4 USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 Cl A-2 ❑ A-3 C 1A ❑ A-4 ❑ A-5 ❑ 13 ❑ B Business ❑ 2A ( ❑ E Educational ❑ I 25 I ❑ F Factory F-1 Cl F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional I ❑ I.1 ❑ 1-2 ❑ 1.3 ❑ 36 ❑ M Mercantile I ❑ 4 I ❑ R Residential Io R-1 ❑ R-2 ❑ R-3 ❑ I 5A I ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ `Specify: S Special Use ❑ I Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA ALL WO fA(- DOAV W KMN OFEICE,USEQNLY BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION rs .s _`'leanAA iw i fttk •".r... Floor Area per Floor(sf) 1 st b ti • i 2nd 1st 3rd 2nd 3 4th rd 4th Total Area(sf) Total Proposed New Construction (sf) _................................... Total Height(ft) Total Height ft.................... R L+ Version 1.7 Commercial Building Permit Nlay 15,2000 y� f5���Department se only.�;-t"�"`• ,� t h� -01w' a K w City of Northampton Status*of PerYm�rit Building Department Curb Cut/Dnve -Perini 212 Main Street Sewer/SepticsvaW" Room 100 Wa�ell- Va Ia 11, ~" Northampton, MA 01060 Twa,SetsofS ra: a. *w ; phone 413-587.1240 Fax 413-587-1272 P�oyy/fgS�tePla_ns: x Nr APPLICATION TO CONSTRUCT, REPAIR. RENOVATE. CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1- SITE INFORMATION 1.1 Property Address: ST , �+g�N ��p�� '� �1 This section to be completed by office 195 1'� uU�'Y�j� b�.t��E Map Lot Unit A,�J� � f Zone Overlay District Elm SL District CB D.istnct SECTION 2- PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Tme-4 `rj4 113A-Q LT CID ST L'ro b•rI N l"l 5 i N D�1 ST�IEk L Q- A ,�^ Q, ''7 a rint) Current Mailing Address: 4-G 1616-5 l6 J r` Signature Telephcne 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3 =ESTIMATED CONSTRUCTION COSTS Q :Mr♦�;��1fIV� Item Estimated Cost(Dollars) to be Official Use Only completed by permit aoolicant 1. Building •--� (a) Building Permit Fee 2. Electrical YY (b) Estimated Total Cost of Construction from 6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) _-- 5. Fire Protection 6. Total =(I +2 + 3 +4+5) 7 Check Number his Section For Official Use Only ....... . '.t•• ,i-.f-_•-e.wJ`,.�ti..., a .,..,,i. •'yy .. .•.�a .r Y � "'.' �i � .. Building"Permd Number• - Date Issued Signature: t"' Date ',�c_Bwlding Commissioner/Inspector of Buildings _ I i File#BP-2006-1011 APPLICANT/CONTACT PERSON Wright Builders ADDRESS/PHONE 48 Bates St NORTHAMPTON (413)586-8287 PROPERTY LOCATION 175 INDUSTRIAL DR MAP 18D PARCEL 058 001 ZONE GI THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: RETROFIT FACTORY MUTUAL ROOF PURLIN LATERAL BRACING New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 047146 3 sets of Plans/Plot Plan 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 et Commission 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 Office of Planning&Development for more information. 175 INDUSTRIAL DR BP-2006-1011 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 18D-058 CITE?' OF NORTHAMPTON Lot: -001 Permit: Building Category: BUILDING PERMIT Permit# BP-2006-1011 Project# JS-2006-1495 Est. Cost: $374 4.00 Fee: $50.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: Wright Builders 047146 Lot Size(sg.fL). 160300.80 Owner: OLDON LIMITED PARTNERSHIP ?oning_GI Applicant: Wright Builders AT. 175 INDUSTRIAL DR Applicant At1dress: Phone: Insurance: 48 Bates St (413) 586-8287 Workers Com2ensation NORTHAMPTONMA01060 ISSUED ON:4131'2006 0:00:00 TO PERFORM THE FOLLOWING WORK:RETROFIT FACTORY MUTUAL ROOF PURL-IN LATERAL BRACING 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: Roush: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department fireplace/Chimney: Rough: Oil: Insulatioi.: Fina): Smoke: Final:(D K THIS PEItt'NIT 1NTAY BE REVOKED BY THE CITY OF NORTi- .,-!MPTON t1PON VIOLATION OF ANY OF ITS RULES AND REGULA'T'IONS. Certificate of Ocxu anc G si nahtre: _ _ FeeTV e: Date Paid: Amount: Building 4/3/2006 0:00:00 $50.0023557 212 Main Street,Phone(413) 587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo