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25A-181 (8) Northampton Fire Department r Memorandum To: Tony Patillo From: Duane Nichols Date: September 4, 2008 CC: Brian Duggan Re: 115 Industrial Drive Wright Millworks Secondary to a review of the plans and narrative submitted to me for review, I concur with the issuance of a building permit subject to the following conditions: • Fire alarm and fire suppression work permits shall be obtained for the project. The C/O inspection fee needs to be paid prior approval of any fire alarm and/or sprinkler plans. • A Fire Department Emergency Access Key Box is required on the exterior of the structure near the entrance to control equipment; a red 120-candela strobe light that actuates upon an alarm condition is required above the Emergency Access Key Box. • Engraved key tags are required for the keys in Emergency Access Key Box. • The Fire Alarm Control Panel and Fire Alarm Annunciator must be labeled with red engraved signage with one-inch white lettering "Fire Alarm Control Panel' and/or "Fire Alarm Annunciator". Also engraved signage listing all fire alarm zone locations installed near panels •Page 1 ASSOCIATED BUILDERS, INC. 4 INDUSTRIAL DRIVE•SOUTH HADLEY,MA 01075•(413)536-0021 FAX(413)536-0908 August 29, 2008 Anthony Patillo, Building Commissioner City of Northampton Building Department 212 Main Street Northampton,Massachusetts 01060 RE: Wright Architectural Millwork — Building Permit Application 115 Industrial Drive,Northampton,MA 01060 Dear Mr. Patillo, On behalf of Wright Architectural Millwork., Associated Builders, Inc. is pleased to submit a permit application for building additions and interior renovation work proposed at their existing facility located at 115 Industrial Drive in Northampton,Massachusetts. This submission includes (1)original and(2) copies of the following documents: • City of Northampton Application to construct, repair,renovate, change the use of or demolish any building other than a one or two family dwelling. • Renovation Permit Fee of$8,646.50 (16,969 S.F. additions x $.50 plus $162 for$27,000 of interior structural alterations @$6.00/1000) • Workers' Compensation Insurance Affidavit&Policy • Envelop Compliance Certificate • Construction Control Affidavits • Fire Sprinkler Narrative Report prepared by Warehouse Mechanical Contractors, Inc., dated October 24, 2007. • Hydraulic Design Information Sheets for Remote Area 1 and Area 2 prepared by Warehouse Mechanical Contractors, Inc. dated 10/23/07. • Copy of Planning Board Decision that was recorded at registry of deeds with receipt of filing. • Copy of Storm Water Management Permit Application Decision dated 12-13-07 • Copy of the Order of Conditions(Conservation Commission Decision) • Plans Issued for Building Permit and Construction on 08-25-08 as specified on the attached Plan List. We are available at your convenience to review the plans and supporting documents. We look forward to working with the Building Department to ensure that work is performed in compliance with the Massachusetts Building Code and the requirements of the City of Northampton. Sincerely, Douglas P. attoon, AIA,NCARB Senior Architect cc: Walt Price.WAM Project File ` WRIGHT ARCHITECTURAL MILLWORK CORP. EXHIBIT'D' PLAN LIST SHEET ITITLE JISSUEDIREV DATE -- I COVER SITE (HUNTLEY ASSOCIATES) 2 OF q CONSTRUCTION NOTES 4 LEGEND q-11-07 10-12-07 4 OF q EXISTING CONDITIONS PLAN q-11-07 10-12-07 5 OF q DEMOLITION 4 EROSION CONTROL PLAN q-11-07 10-12-07 6 OF q LAYOUT 4 PLANTING PLAN 10-11-07 10-12-07 7 OF q GRADING 4 UTILITIES PLAN 10-11-07 10-12-07 8 OF q CONSTRUCTION DETAILS q-11-07 10-12-07 q OF q CONSTRUCTION DETAILS q-11-07 10-12-07 ARCHITECTURAL (ASSOCIATED BUILDERS, INC.) AO.0 CODE REVIEW 10-15-07 07-25-08 AI.O DEMO PLAN 10-15-07 07-25-08 ALI FLOOR PLAN 10-15-07 07-25-08 AI.2 DOOR 4 ROOM FINISH SCHEDULE 10-15-07 07-25-08 A3.1 EXTERIOR ELEVATIONS 10-15-07 07-25-08 A4.1 BUILDING SECTIONS 10-15-07 07-25-08 A4.2 BUILDING SECTIONS 10-15-07 07-25-08 A6.1 WALL SECTIONS 10-15-07 07-25-08 A6.2 WALL SECTIONS 10-15-07 07-25-08 A6.3 WALL SECTIONS 10-15-07 07-25-08 AGA WALL SECTIONS 10-15-07 07-25-08 Aq.O ROOF PLAN 10-15-07 07-25-08 STRUCTURAL (ASSOCIATED BUILDERS, INC.) 51.1 FOUNDATION PLAN 10-15-07 10-22-07 52.1 FOUNDATION DETAILS 10-15-07 110-22-07 52.2 FOUNDATION DETAILS 10-15-07 10-22-07 PLUMBING (PAIGE PLUMBING) PI.O PLUMBING FLOOR PLANS 08-O6-OS P2.0 IPLUMBING FLOOR PLANS 08-06-OS FIRE PROTECTION (WAREHOUSE MECHANICAL CONTRACTORS, INC.) I of 2 SPRINKLER PLAN 10-15-07 2 of 2 SPRINKLER DETAILS 10-15-07 HVAC (McCORMICK- ALLUM) H-I ROOF FRAMING PLAN 08-0q-05 H-2 GAS PIPING PLAN 08-0q-08 H-3 MANUFACTURING HVAC 06-001-08 ELECTRICAL (PELLAND ELECTRICAL CONTRACTORS) ASSOCIATED BUILDERS, INC. 4 INDUSTRIAL DRIVE,SOUTH HADLEY,MA 01075 PHONE(413)536-0021 FAX(413)536-0908 EMAIL:abuilders @abuilders.com ISSUED FOR BUILDING PERMIT& CONSTRUCTION 08.25.08 . � . . , � . E E 0 Ca. B § oo § K \ .. © « .. 2 0cn z � 0 . EE _ _ � aa � m aoo0. a � qq - R co � Ggn § FELL . � EE �w x§ 2772 ■ m ■ �� mnml E CL co R ® q 3 LO . E � m § UL mna 2 = CL ao 0 00 k C6 (6 q > � R o c 2 § ~ o Ln § o� � o w @a $ q � 2 � $ � $ J ƒ 3 -oj � � � � � S o 2 R k $ / « � � z q � � � � « n 0 e � « < a LO $ k � 0 a E w 2J ILL, I Q k E E 2 7 q IL "WkIGHT ARCHITECTURAL MILLWORK Drawing Date: 10 123107 10123107 9:31 Tyco Fire Products Page 6 �{�y:;�,err,,c%-.cz��,,.ctas�uwt:�rs�.;%suns{sxis{sr�.csc{�.�mr��ssstws�r�,rm.,.{mH{csrr,,,r„rrr,.att�rssstrrrrt',.{w{-rht3u.,rrccs�t{�rres�, ,.��tttt9t��.uv,,,� HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn .... .,J,l:t:.+�'F'i:JSRf L{1�..v".. �r.+$�J:fB'.�+:i v.'i:•..``.a.�:lS:v$$�k :{':i�:.:titii>,Yi.��.�.:�.�ti%9'v.'u�i�i.Y.'}$'jh:i'vu:r}I'.�3'.Jfi,?.$`.TY.ft'ra.J:a}fi'.YQX{�?i. {�'$ ..'�..'�%$' PATH 2 FROM HYDRAULIC REFERENCE 19 TO A2 CONTINUED 24.07 1.049 10. 01 18 .5 18 .5 K = 5 . 60 19 C=120 0. 00 0. 2 0 . 0 24 . 07 0. 183 10 . 01 1. 8 18 . 5 Vel = 9. 02 25 .37 1. 380 10. 01 20 . 5 20 . 5 K = 5 . 60 20 C=120 0 . 00 0. 2 0 . 0 49. 44 0. 183 10 . 01 1. 8 20. 5 Vel = 10.71 26.59 1 . 610 10 . 01 22 . 6 22 . 6 K = 5 . 60 21 C=120 0 . 00 0 . 2 0 . 0 76. 03 0. 191 10 . 01 1 . 9 22 . 6 Vel = 12 . 10 27.81 1. 610 10. 01 24 .7 24 .7 K = 5 . 60 22 C=120 0 . 00 0 . 2 0 . 0 103. 85 0.340 10 . 01 3 . 4 24 . 7 Vel = 16. 53 29.78 1. 610 lE 3 . 90 28 .3 28 .3 K = 5 . 60 23 C=120 1T 12 . 00 0. 9 0. 0 133. 63 0.542 15 . 90 8 . 6 28 . 3 Vel = 21.27 A2 133. 63 37 . 8 K = 21 .73 '�S9Y!J/lni.'f�IBiHBI J,y', 'G'+yYX33.<'+Y%i3'�1Yr55G�t!/SY.{3'1J.3.3i',vh''6:fl+il3AlY3Wlr.4i�i."r.;,'tY,,.{{{i5'1,::77:%7lY1 1.{{.'rS:T.:'1!!%K'I.SY.L4.N1:.'J,l,i7,,..<{',.Jld/J!J!.{�(J,J+3f3tHLJJ°,,,/1s3'JCi7�tb3Yfi'/,✓,�iL PATH 3 FROM HYDRAULIC REFERENCE 24 TO A3 31. 15 1. 610 10 . 01 30 . 9 30 . 9 K = 5 . 60 24 C=120 0 . 00 0. 2 0 . 0 31. 15 0. 037 10. 01 0. 4 30. 9 Vel = 4 . 96 31. 43 1. 610 10.01 31. 5 31. 5 K = 5 . 60 25 C=120 0 . 00 0. 2 0. 0 62 .58 0. 133 10 . 01 1 . 3 31. 5 Vel = 9. 96 32 . 19 1. 610 1E 3. 90 33 . 0 33. 0 K = 5 . 60 26 C=120 1T 12 . 00 0 . 9 0 . 0 94 .77 0.287 15 . 90 4 . 6 33 . 0 Vel = 15 . 08 A3 94.77 38 .5 K = 15 .27 st�,�osy ,,.Jrr,.�rvv�,.ts�i,-{{r,r,.�{-,.av,rrrr.{.{{nr„r�a��s�m�.� .rateravrnr�{sv�:vrrr r,�nxnv.�,,.rr.�r�,,,rsr,r,.ass,.srr�sxs�riy,iir,JJrr,,.rarrhnr�vvs» rrr..rttvrx UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) NgfGHT ARCHITECTURAL 111ILLWORK Drawing Date: 10 123107 10123107 9:31 Tyco Fire Products Page 5 �; .. .�rrrrr:�rsrsY�rarr�r�� sx ,rr�au�.ta.r. ��.,U�,.cr.�rrrv.crear.�r.�.�w�,.r! ¢x�x�.nsvxs!are:•cisc�o-.t��atara:.sru�.z{�m.: c� HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn Yr"J2 .6'. fG' 1r.L9i':+i3.'Nr}r Rr,�CtdGCAKvl;:'iAYrr.3"Al'A.�rr �i3YNrr7�rr�Y.v'Ffii'i%r�7Y.Gid��'rt7�.�.+Y},:L'i.'�}}9ixi'+.''.,YYY.t'{rj:Vrr/.+3}G'r+G'b`rt,v"P.'GW�7�'i'Y.Y/.Yr/.!'.7}}+N.•.'.S'x'?k' PATH 1 FROM HYDRAULIC REFERENCE 14 TO W (PRIMARY PATH) 24 . 00 1. 049 10 . 01 18 . 4 18 . 4 K = 5 . 60 14 C=120 0 . 00 0 . 2 0 . 0 24 . 00 0. 182 10 . 01 1 . 8 18 . 4 Vel = 9. 00 25 .29 1. 380 10. 01 20 . 4 20 . 4 K = 5 . 60 15 C=120 0. 00 0.2 0. 0 49.29 0. 182 10. 01 1. 8 20. 4 Vel = 10. 68 26.52 1 . 610 10 . 01 22 . 4 22 . 4 K = 5 . 60 16 C=120 0 . 00 0 . 2 0 . 0 75 . 81 0. 190 10 . 01 1 . 9 22 . 4 Vel = 12 . 06 27 .73 1. 610 10. 01 24 .5 24 . 5 K = 5 . 60 17 C=120 0. 00 0.2 0. 0 103.54 0.338 10. 01 3. 4 24 . 5 Vel = 16. 48 29.70 1. 610 1E 3. 90 28 . 1 28 . 1 K = 5 . 60 18 C=120 IT 12 . 00 0 . 9 0 . 0 133. 24 0. 539 15 . 90 8 . 6 28 . 1 Vel = 21 .20 3.260 12 . 00 37 . 6 37 . 6 Al C=120 0.00 0. 0 0. 0 133.24 0. 017 12. 00 0.2 37 . 6 Vel = 5 . 17 133. 63 3.260 11.25 37 . 8 37 . 8 A2 C=120 0. 00 0 . 0 0 . 0 See PATH 2 266. 87 0 . 063 11.25 0.7 37 . 8 Vel = 10.36 94 .77 3.260 5E 245. 62 38 .5 38 . 5 A3 C=120 IT 67.20 2 .5 0. 0 See PATH 3 361. 64 0.110 312. 82 34 .5 38 .5 Vel = 14.04 4 . 026 22 . 50 75 . 4 75 . 4 A4 C=120 0. 00 0 . 0 0 . 0 361. 64 0. 039 22.50 0. 9 75 . 4 Vel = 9.20 4 . 026 1.50 76.3 76. 3 A5 C=120 0. 00 0 . 0 0 . 0 361 . 64 0 . 039 1. 50 0 . 1 76. 3 Vel = 9.20 W 361 . 64 76. 4 K = 41.38 PATH 2 FROM HYDRAULIC REFERENCE 19 TO A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • "Gtii'IGHT ARCHITECTURAL 1 MILLWORK Drawing Date:10 123107 10123107 9:31 Page 4 �inR'�:A,7197iSSf�" ,7,O. DDDF9Y/,f:'JHJJJJJ;FS.�.!{+Y,'�,SJJ!..<9.'7.'d%/.{JJJi3;5;i'JJJJJ.�J.N/.•':,"J,>'J,G�SS�I,'97S;NJJN,N.:.YS;�J,.•'J�'„G135Y.K55J,T„'J/»;,4?Sf%JJJ:'/.;%,d%,'J,S'JHJJ.�J.jJ.fJ1:"JJJJr�r'.'Jr.3'.3:'hSGY:9;.'•::wJJJJJ,S�A33J.+J,'JAJ,5'J.S`J/.'nJAYJ:.• NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^'-�) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 45o:4x:''JJ .. o-:'�,''' ...,^.d:>:s'is`.{.;;o'f.'ir..y,..,x;:;;J/,:r3s�' Y.•97CS9Y7SA'rc3eG.KhS':;,y,'i53655:455:�1,/.•".46f;<�`5.�}'..s�%::5:5<;:::!y�aw+i',rG?:N:{trS9:n95Y.{,%J��ff9uN,`H,33:{{{{'!?:�rJ�%�� 14 18 . 62 5 . 60 18 . 4 24 . 0 24 . 0 0.20 15 18 . 15 5 . 60 20. 4 25 . 3 24 . 0 0.21 16 17 . 67 5 . 60 22 . 4 26.5 24 . 0 0.22 17 17 .20 5 . 60 24 .5 27 .7 24 . 0 0.23 18 16.73 5 . 60 28 . 1 29.7 24 . 0 0 .25 19 18. 62 5 . 60 18 .5 24 . 1 24 . 0 0 . 20 20 18 . 15 5 . 60 20.5 25 . 4 24 . 0 0.21 21 17 . 67 5 . 60 22 . 6 26. 6 24 . 0 0. 22 22 17 .20 5 . 60 24. 7 27 . 8 24 . 0 0.23 23 16.73 5 . 60 28 .3 29. 8 24 . 0 0 .25 24 17 . 67 5 . 60 30. 9 31 . 1 21 . 0 0.30 25 17 . 20 5 . 60 31 . 5 31 . 4 21 . 0 0. 30 26 16. 73 5 . 60 33 . 0 32 . 2 21 . 0 0 .31 Al 14 . 67 37. 6 A2 14 . 67 37 . 8 A3 14. 67 38 .5 A4 9. 00 75 . 4 A5 9. 00 76. 3 W 9. 00 76. 4 Max velocity of 21.27 occurs in the pipe from 23 TO A2 — KRIGHT ARCHITECTURAL MILLNORR Drawing Date: 10 123107 10123107 9:31 Page 3 FITTING NAME TABLE ABBREV. NAME � .:�cr•:Kk?a£'eit'.'tt,::•.>;:•si�rc:rs�r..rr."•,z:.;x:xx�c�r. �.�ss,s.s�s�r,��::o?ss��,t.��:�c�.k:,.:s:<•.�.;t:. C Coupling E 90' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations W !IG11T ARCHITECTURALNIILLNORE Drawing Date:10/23/07 10123107 9:31 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 362 76.4 psi 2 4" Grvd 90 Ell 20' 120 4 . 026 362 0. 8 1 Pipe 4" 40x21 10' 120 4 . 026 362 0. 4 1 4" Fingd Alarm Valve "F" CHART LOSS 362 1. 1 1 4" Grvd Back Flow Valve WILKENS 1137 CHART LOSS 362 7 . 9 1 Pipe 6" DIx18 Cl 350 250' 140 6.338 362 0. 8 Fixed Flow Flow Loss 250 gpm Hydr Ref R1 Required at Source 612 87.4 psi Water Source118 .0 psi static, 76. 0 psi residual @ 1450 gpm 612 gpm 109.5 psi SAFETY PRESSURE 22.1 psi Available Pressure of 109.5 psi Exceeds Required Pressure of 87.4 psi This is a safety margin of 22 .1 psi or 20 % of Supply Maximum Water Velocity is 21 . 3 fps „NIGHT ARCHITECTURAL' MILLN0RK Drawing Date:10 123107 10123107 9:31 HYDRAULIC DESIGN INFORMATION SHEET Job Name: WRIGHT ARCHITECTURAL MILLWORK Location: 115 INDUSTRAIL DRIVE NORTHAMPTON, MA 01060 Drawing Date: 10/23/07 Remote Area Number: 2 Contractor: WAREHOUSE MECHANICAL CONTRACTORS INC. Telephone: 413-536-9222 342 BRITTON STREET CHICOPEE, MA 01020 Designer: DAVID P. KRAUSE Calculated By:SprinkCAD www. sprinkcad. com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: METAL PURLINS Occupancy:WOOD WORKING Reviewing Authorities:CITY SYSTEM DESIGN Code:NFPA 13 Hazard:OR GR II System Type:WET Area of Sprinkler Oper. 1500 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0 . 200 1 Make: VIKING Area per Sprinkler 120 . 0 sq ft1 Model: VK100 Hose Allowance Inside 0 gpm I K-Factor: 5 . 60 Hose Allowance Outside 250 gpm I Temperature Rating: 200 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 611.6 psi Required: 87.4 @ Source WATER SUPPLY Water Flow Test I Pump Data I Date of Test 11/09/03 1 Rated Capacity 0 gpm I Static Pressure 118. 0 psi I Rated Pressure 0. 0 psi I Residual Pres 76.0 psi I Elevation 0 I At a Flow of 1450 gpm I Make: I Elevation 0” I Model: Location: INDUSTRAIL DRIVE IN FRONT OF C.0 Source of Information: WMC & NWD SYSTEM VOLUME 450 Gallons Notes: v L[) op d Q a. V (m o) c O a O N LO a (D tO O 250 v> a-E . arnrnCL oTTov 0- M Lo N O O N (. N 'a i° = L > a� EE �,W acv v a' ca w a to to (o 2 E CL H cm L z - L 3 E � o �- '� 0. z aam - oo �o > o - aocno �. � L T Q C N J C' O O 7 N M [L LO It N a' C (D o Z) L T d T z ice.. :: N ca c LS 2 a 0 o c6 o � cnWU- ❑ J LO Y M O J J_ O J p O O M � > o j wow ~ J Z N 2 OT cr- Pa.. CC ¢ cng (D o I- ¢ ¢ ° LO � ZH 0 T 0� � 0 ai - -, �iTzw N O co N T T T a. U) KNIGHT ARCHITECTURAL MILLNORE Drawing Date: 10 123107 10123107 9:31 Tyco Fire Products Page 6 ,asuta� .err.!wrystirrcu�rr.�!�r.�.!trsr.�,<r.:�,try{yr,; �y,�y�r,�ix3vr.�rrrrr.�vvr.��i.•m.�i�.ucx!r rrrrc-rrrr�rr,:irrtrrr�rrr.�;-rr.!!rf!!aur!nr.!!�rrr,�grii,�c�r,...rrrrrrrs�rrrr..r�iyra. HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn �'' .�i%«:rr.'S.ZtSFi>i�>3.::.+`.'^9safi�f::t:'r:^3d.�Xi?t.<u},.5:.�,:�::3:.tiLCC S'd.�'t2,:!+3ftxS:3:r..;r,,G.ca,.,r{,;:t:ista:t:Y.:<S::i'.;,:<3ti!•::,s,.;:t'%:"x3'•.'S.`!N.{iidi6<:tu5'.5<'•:,�'Y,'id54=:L:i3�Gk C.C•dG'{KtecG'cY,{:o:d�.^<fi++ PATH 2 FROM HYDRAULIC REFERENCE 5 TO B2 CONTINUED 27.50 1. 380 15. 01 24 . 1 24 . 1 K = 5 . 60 6 C=120 0 . 00 0 . 3 0. 0 53. 04 0. 208 15 . 01 3 . 1 24 . 1 Vel = 11. 49 29.37 1. 610 15 . 01 27 .5 27 . 5 K = 5 . 60 7 C=120 0. 00 0.3 0 . 0 82. 40 0.222 15. 01 3.3 27 .5 Vel = 13. 11 31.22 1. 610 1E 20.56 31 . 1 31 . 1 K = 5 . 60 8 C=120 1T 12. 00 1 .2 0 . 0 113. 63 0. 402 32 . 56 13. 1 31. 1 Vel = 18 . 08 B2 113. 63 45 . 4 K = 16. 86 .. Etta-,ayi�.a:�;�.acs::.rrrs�:car.:rcvr.�..rtr�rac+ncGset��sw, .�.:a•>;ss:,•r,.trr....Esc+.t.;��;�;y��:arm.�.�.• •:...,ryrrrr�..cryyrye+,s��sss�, .Aa;:ar�: sctso�.ty PATH 3 FROM HYDRAULIC REFERENCE 9 TO B3 25 . 66 1. 049 15. 01 21. 0 21 . 0 K = 5 . 60 9 C=120 0. 00 0 . 3 0 . 0 25 . 66 0.206 15. 01 3. 1 21 . 0 Vel = 9. 62 27 . 63 1.380 15. 01 24 .3 24 . 3 K = 5 . 60 10 C=120 0. 00 0.3 0. 0 53.29 0.210 15 . 01 3. 1 24 . 3 Vel = 11. 54 29.50 1. 610 15 . 01 27 . 8 27 . 8 K = 5 . 60 11 C=120 0. 00 0 .3 0. 0 82 .79 0. 224 15. 01 3 . 4 27 . 8 Vel = 13. 17 31.36 1. 610 1E 20.56 31. 4 31. 4 K = 5 . 60 12 C=120 1T 12. 00 1 . 2 0. 0 114 . 15 0. 405 32 . 56 13 . 2 31. 4 Vel = 18 . 17 B3 114. 15 45 . 8 K = 16. 87 .<oi'•:S:�.Ct,".5c.•'�i2>;Y,?J.d"JHr,S' ts87 F'N.:S.G`/.!Y.•k.'irjY�'5�759rni'iSY.45?Y.<fWr53iiW�aY,:%�7�X";PYrlYr�i'I, ' UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ml 'WR'L"GHT ARCHITECTURAL MILLNORK Drawing Date: 10 123107 10123107 9:31 Tyco Fire Products Page 5 rlA3 JY �l.�'�Y.53',�7.;//J///.YJ//.;9ii5%SfI�S '/f.�JJ.+.9////>NiiS'J'r"f,7Y,'.3W.A'9i,i',+ 7'2dr1 7G31.3i'J,fiii:«3:%Y.{333Yr.'•.'.«}%l1.553;'JJ/,"/,�i'.3',59.36'vX/Jf/l,J��'/J! HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn lA9Y.�YC�i"rr'7A.YSdd'////.✓,CrJJ.fH!!!/�Yl'r`1.•3Ylf//..`L`r`;.Y,'I.GY.,'i•SSD.45`A.vtr;%/r;Yil%x:5.r55`fr Yl.•7!n^✓f/.+.Li 1lr y,G�r55V1!!•:3.5'+.:•v"!5.7•:H,•9;.�L:�;5:3f�/O.0{V.�J,tA1Is1.:,`/,9;5?YJAG7IN/JC1.C731r/1.r3%O�C7/'2Y1/r PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 25 .50 1. 049 15 .01 20.7 20.7 K = 5 . 60 1 C=120 0. 00 0 .3 0. 0 25 .50 0.204 15 . 01 3 . 1 20 .7 Vel = 9.56 27 . 47 1.380 15 . 01 24 . 1 24 . 1 K = 5 . 60 2 C=120 0.00 0.3 0. 0 52 . 97 0. 207 15. 01 3 . 1 24 . 1 Vel = 11.47 29. 33 1. 610 15 . 01 27 . 4 27 . 4 K = 5 . 60 3 C=120 0. 00 0 . 3 0 . 0 82 .30 0. 221 15. 01 3.3 27 . 4 Vel = 13 . 10 31.18 1. 610 lE 20.56 31. 0 31 . 0 K = 5 . 60 4 C=120 IT 12. 00 1.2 0. 0 113. 48 0. 401 32.56 13 . 1 31 . 0 Vel = 18 . 06 3 . 260 8 . 50 45 .3 45 . 3 B1 C=120 0. 00 0. 0 0. 0 113 . 48 0. 013 8.50 0. 1 45 .3 Vel = 4 .40 113. 63 3.260 8. 42 45 . 4 45 . 4 B2 C=120 0. 00 0. 0 0. 0 See PATH 2 227 . 11 0. 047 8 . 42 0. 4 45 . 4 Vel = 8 . 81 114.15 3 . 260 7E 141.36 45 . 8 45 . 8 B3 C=120 IT 86. 01 2 . 1 0 . 0 See PATH 3 341.26 0. 099 227 . 37 22 . 5 45 . 8 Vel = 13 . 25 4 . 026 1.50 70 . 4 70 . 4 A5 C=120 0.00 0. 0 0 . 0 341.26 0. 035 1.50 0.1 70 . 4 Vel = 8 . 68 W 341.26 70 .5 K = 40. 66 .Zll//;0l,d1J.:+1,�Y/.�J11.3,'i'!,t.:c Yi''f��Y13./s.'a 1.3.Y.3Y,d 3.Yl.r 5 JYi 33.Y+.Ct G,d 3'X011/,L c Y'G'11.K/3.'h Y.L+1,CL.e:�'/;1 c 1'./.i'i f'/.K//7.�.�iYl,%i it 3'J/d i i}.'�//,'fS'G G!/�Y////r I1,G.A Y/J/•%,c lJ% `%d d 3 G tG L/17,r PATH 2 FROM HYDRAULIC REFERENCE 5 TO B2 25 .53 1 . 049 15 . 01 20 . 8 20 . 8 K = 5 . 60 5 C=120 0. 00 0 .3 0 . 0 25 . 53 0.204 15 . 01 3 . 1 20. 8 Vel = 9.57 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' WilGAT 'ARCHITECTURAL MILLWORK Drawing Date:10 123107 10123107 9:31 Page 4 c -,tcwWrs�s�,-:vw:+.�;t�!�r.:✓A+..:�frr�r-:,,errs;:!r+ tsyswc�rrac�icw--$vrrrc:�rrrrr;�-rrrrr-rrrrrrra:�$:;ur�vrc-H:arcs$rrrrtr��sx�rrrrr.,$t�rrrrrr,Urrcarcw$uvrruua,�.etc-.c-rrsrrbsasW.vx NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^'-z) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) Yt,�G.�Y{Y� .. #,�'.,:+!tCt<�.�.".'N'.:!.,nr,+.'d$:.?grr,::th';:{;$R+%,$$::::t.{ ..^�.'{$0$$�>n: .tnxrt'J.:{•Y/-•ii{+,:$:f•.fir,{•;•:.�"...C};Ri$k?:d:::fii:.:s,?:$$$::•-,.'i::::$,ur;:$:'t:$::v.`.•,,:.,3.'t>,.1rrr,�Y.: ::ryh`.Yy.2;,•y$9.:2Y{>i7Y•:'tF.YY�R4 1 18 . 48 5 . 60 20.7 25 . 5 25 . 5 0.20 2 17 .88 5 . 60 24 . 1 27 . 5 25 . 5 0. 22 3 17 .29 5 . 60 27 . 4 29. 3 25 . 5 0.23 4 16. 69 5 . 60 31. 0 31 . 2 25 .5 0.24 5 18 . 48 5 . 60 20 . 8 25 . 5 25 . 5 0.20 6 17 . 88 5 . 60 24. 1 27 .5 25 .5 0 . 22 7 17 .29 5 . 60 27 .5 29. 4 25 .5 0.23 8 16. 69 5 . 60 31. 1 31 . 2 25 .5 0.24 9 18 . 48 5 . 60 21. 0 25 . 7 25 .5 0.20 10 17.88 5 . 60 24 .3 27 . 6 25 . 5 0 .22 11 17 .29 5 . 60 27 . 8 29.5 25 . 5 0.23 12 16. 69 5 . 60 31. 4 31 . 4 25 . 5 0.25 A5 9. 00 70 .4 B1 13.83 45 . 3 B2 13. 83 45 . 4 B3 13. 83 45 . 8 W 9. 00 70 .5 Max velocity of 18 . 17 occurs in the pipe from B3 TO 12 'WRyGhT ARCHITECTURAL MILLWORK Drawing Date: 10 123107 10123107 9:31 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0. 01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations E NRIGAT ARCHITECTURAL MILLNGRK Drawing Date: 10123107 10123107 9:31 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 341 70.5 psi 2 4" Grvd 90 Ell 20' 120 4 . 026 341 0.7 1 Pipe 4" 40x21 10' 120 4 . 026 341 0. 4 1 4" Fingd Alarm Valve "F" CHART LOSS 341 1. 0 1 4" Grvd Back Flow Valve WILKENS 1137 CHART LOSS 341 7 . 8 1 Pipe 6" DIx18 Cl 350 250' 140 6.338 341 0.7 Fixed Flow Flow Loss 250 gpm Hydr Ref R1 Required at Source 591 81.0 psi Water Source118 .0 psi static, 76. 0 psi residual @ 1450 gpm 591 gpm 110.0 psi SAFETY PRESSURE 29.0 psi Available Pressure of 110.0 psi Exceeds Required Pressure of 81.0 psi This is a safety margin of 29.0 psi or 26 % of Supply Maximum Water Velocity is 18 .2 fps I "615GRT ARCHITECTURAL 1111LLK0RK Drawing Date: 10/23/07 10123107 9:31 HYDRAULIC DESIGN INFORMATION SHEET Job Name: WRIGHT ARCHITECTURAL MILLWORK Location: 115 INDUSTRAIL DRIVE NORTHAMPTON, MA 01060 Drawing Date: 10/23/07 Remote Area Number: 1 Contractor: WAREHOUSE MECHANICAL CONTRACTORS INC. Telephone: 413-536-9222 342 BRITTON STREET CHICOPEE, MA 01020 Designer: DAVID P. KRAUSE Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: METAL PURLINS Occupancy:WOOD WORKING Reviewing Authorities:CITY SYSTEM DESIGN Code:NFPA 13 Hazard:OR GR II System Type:WET Area of Sprinkler Oper. 1500 sq ft ) Sprinkler or Nozzle Density (gpm/sq ft) 0.200 1 Make: VIKING Area per Sprinkler 127 . 5 sq ftj Model: VK100 Hose Allowance Inside 0 gpm K-Factor: 5 . 60 Hose Allowance Outside 250 gpm Temperature Rating: 200 CALCULATION SUMMARY 12 Flowing Outlets gpm Required: 591.3 psi Required: 81.0 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 11/09/03 1 Rated Capacity 0 gpm Static Pressure 118 . 0 psi I Rated Pressure 0. 0 psi Residual Pres 76. 0 psi Elevation 0 At a Flow of 1450 gpm Make: Elevation 0" Model: Location: INDUSTRAIL DRIVE IN FRONT OF C.0 Source of Information: WMC & NWD SYSTEM VOLUME 450 Gallons Notes: Section 2-Equipment and Tools a. Manufacturer's instructions b. Approved Narrative Report, sequence of operation section. c. Flow measuring devices-pitot tube for backflow preventer flushing. d. Gauges-main riser for 2" drain and hydrostatic testing. e. Fire hose is required to direct backflow preventer flushing discharge. Section 3-approval Requirements a. Certification from the legally recognized professional responsible for the design Stating that the fire protection sprinkler system has been installed in accordance with the approved fire protection construction documents and that he has reviewed the shop drawings for conformance to 780 CMR 903.3 and has identified deviations if any, from the approved fire protection construction documents. b. Confirmation by the building owner/developer or authorized representative that they-have received the as-built sprinkler system shop drawings from the installing contractor and that the legally recognized professional has certified their Accuracy. c. Material, Test,performance and Completion Certificates, properly executed by the installing contractor and that the legally recognized professional has certified their Accuracy. d. Satisfactory functional test of all fire protection systems witnessed by the Building official and the head of the fire department or their deignees. a. Water supply existing six-inch fire main supplied from circulating main in industrial drive. b. Automatic sprinkler systems and components. c. Fire alarm systems and components-audio and visual appliances installed throughout in accordance with NFPA 72. d. Manual suppression systems-small hose stations aren't required (storage under 12-0) in accordance with NFPA 13 standpipe isn't required. e. Seismic provided in accordance with NFPA 13, 9.3. f. Fire Department Siamese (existing) connection is being replaced with a new storz connection. All of the above items are required by regulations. (780 CMR) all systems are new. 903.1.1 (LB) Sequence of operation Section 1 Wet sprinkler system System operates automatically upon the fusing of a single fire sprinkler. Operational Sequence: 1. Wet system on fusing of a single sprinkler head water flow will close contacts of a flow switch. Closed contact on the flow switch will activate local audible visual panel and provide alarm contact for the fire control panel. 903.1.1 (1.C) Testing Criteria Section 1-Testing Criteria. Underground piping: Existing. System piping: 1. Hydrostatically test at a pressure of 200 psi. for two hours without a loss of pressure. 2. 2"main drain test shall be conducted, Record Static and residual pressures on test certificate. 3. Conduct system operational test from inspectors test connection. Local alarm must sound within 1 minute. 4. Central station must receive alarm and trouble signals. Warehouse Mechanical is in charge of setting up and coordinating testing. Warehouse Mechanical will provide test certificates. FIRE PROTECTION SYSTEMS NARRATIVE REPORTS 903.1.1 (La) BASIS (METHODOLOGY) OF DESIGN Section 1-Building Description a. Building"USE" Group: Mixed, B-Business (existing), F-1 Factory. b. Type (s) of occupancies (hazards within building): Offices (existing), factory and storage. c. Storage of commodities within the building: bulk lumber in piles under 12'-0" off finish floor. d. One story above grade high point of building roof 20-0 at high eave. e. Zero stories below grade. f. New additions a, b, and c=16,969 square feet, existing 19,130 square feet, total 36,099 square feet. g. Storage limited to class III commodities 12-0 off finished floor or class IV commodities 10-0 off finished floor. 18 inches clearance must be provided between sprinkler head deflector and top of storage. Project consists of extending wet sprinklers to three new manufacturing additions. Systems are designed to provide .20 over the most remote 1500 square feet with 250 gpm allowance for hose streams. We are providing new tamper and flow switches along with a new storz connection Section 2-Applicable laws, regulations and standards a. 780 CMR code sections "Fire Protection System Requirements" 904.0 fire suppression systems, 906.5 requires audio visual alarm devices, 923.1 requires UL Central station for sprinkler system monitoring. b. NFPA Standards and Edition used for design of each specific fire protection system NFPA 13, 2002 NFPA 72, 2002 NFPA 24, 2002. Section 3 —Design Responsibility for Fire Protection Systems Warehouse Mechanical the installing contractor completely designs and specifies (develops a full system layout, design criteria and calculations), installs the system and certifies system installation for code compliance at completion. Exempt from requirement for seal of Massachusetts Registered Professional Engineer in accordance with MGLC 112 section 81 r. Section 4-fire Protection systems to be installed. Fire Sprinkler portion of Narrative Report For 2007 Additions Wright Architectural Millwork 115 Industrial Drive Northampton, Ma. BY Warehouse Mechanical Contractors, Inc. Ma Sprinkler Contractor License SC 2254 413-536-9222 October 24, 2007 ow MASSACHUSETTS STATE BUILDING CODE 6TH EDITION CONSTRUCTION CONTROL AFFIDAVIT DATE: July 25, 2008 PROJECT NUMBER: 7932 PROJECT TITLE: Wright Architectural Millwork Building Additions PROJECT LOCATION: 115 Industrial Drive, Northampton, Massachusetts SCOPE OF PROJECT: Construction of(3)three separate additions totaling 16,969 SF,slab-on-grade,steel-framed building with exterior finishes consisting of metal wall panels and metal roof. The additions will be used for manufacturing. Site development will include a modified parking area,additional curb cut with paved access drive to an enclosed loading dock area, a storm water management system, and landscaping. PURSUANT TO SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, NAME F M 5.40 Meadow Street Ext . Agwam, MA 01001 ' 413-789-„0960 ADDRESS PHONE NUMBER MASS. REGISTRATION NO-42-9-nEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT, HEREBY CERTIFY THAT I HAVE PREPARED AND DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ARCHITECTURAL STRUCTURAL x MECHANICAL _FIRE PROTECTION _ELECTRICAL _OTHER(specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. PURSUANT TO SECTION 116.2.3, 1 SHALL SUBMIT PERIODICALLY,A PROG S REPORT TOGETH WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF TH , I SHALL B IT FIN R PO AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT CUP C nacur SUB CRIBED AND , ORN TO B FORE ME THIS DAY OF 2008 t1t OF ` NOTARY PUBLIC ROBERT �a3 ' 4 MY COMMISSION EXPIRES S GR1�Fl7HS aIECHAP!lC��1, NO.33)3fi s/s?,��o\ �� CHI.LNG MASSACHUSETTS STATE BUILDING CODE 6TH EDITION CONSTRUCTION CONTROL AFFIDAVIT DATE: July 25, 2008 PROJECT NUMBER: 7932 PROJECT TITLE: Wright Architectural Millwork Building Additions PROJECT LOCATION: 115 Industrial Drive, Northampton, Massachusetts SCOPE OF PROJECT: Construction of(3)three separate additions totaling 16,969 SF,slab-on-grade,steel-framed building with exterior finishes consisting of metal wall panels and metal roof. The additions will be used for manufacturing. Site development will include a modified parking area,additional curb cut with paved access drive to an enclosed loading dock area, a storm water management system,and landscaping. PURSUANT TO SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Robert F. Griffiths P.E. Robprt W. Hn11Cnns _Fn2� _ Inc. NAME FIRM 540 Meadow Street Ext . Agwam, MA 01001 ' 413-789-, 09 9 ADDRESSIo/ PHONE NUMBER MASS. REGISTRATION NO. 4 EING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT, HEREBY CERTIFY THAT I HAVE PREPARED AND DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: _ARCHITECTURAL _STRUCTURAL X MECHANICAL FIRE PROTECTION ELECTRICAL _OTHER(specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. PURSUANT TO SECTION 116.2.3, 1 SHALL SUBMIT PERIODICALLY,A PR ESS REPORT TO HER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF W RK, IS LL MIT N EPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJE O OC P Si a re SUBSCRIBED AND WORN TO BEFORE ME THIS al'N DAY OF 2008 OF ,g ROBERT;: "NOTARY PUBLIC GRWRTHS MY COMMISSION EXPIRES .�I ' �`P MECHMIU1 NO.33161 `SSf0i14:+i E ' MASSACHUSETTS STATF,BUILDING CODE 6Ta EDITION CONSTRUCTION CONTROL AFFIDAVIT DATE: July 25,2008 PROJECT NUMBER: 7932 PROJECT TITLE: Wright Architectural Millwork Building Additions PROJECT LOCATION: 115 Industrial Drive, Northampton, Massachusetts SCOPE OF PROJECT: Construction of(3)three separate additions totaling 16,969 SF,slab-on-grade,steel-framed building with exterior finishes consisting of metal wall panels and metal roof. The additions will be used for manufacturing. Site development will include a modified parking area, additional curb cut with paved access drive to an enclosed loading dock area, a storm water management system, and landscaping. PURSUANT TO SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Robert F. Griffiths P. E. Rohprt W. Hn11Cons _EnR_ Tnr-. NAME FIRM 540 Meadow Street Ext . Agwam, MA 01001 413-789- 09C,0 ADDRESS NUMBER MASS. REGISTRATION NO.-�EING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT, HEREBY CERTIFY THAT I HAVE PREPARED AND DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ARCHITECTURAL STRUCTURAL x MECHANICAL FIRE PROTECTION ELECTRICAL _OTHER (specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. PURSUANT TO SECTION 116.2.3, 1 SHALL SUBMIT PERIODICALLY,A PRO SS REPORT TOGS ER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF T RK, I SHA L S B TA F t_ R ORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE FIR F CCU A . igna r SULL��B0�� RIBED AND ORN TO ORE ME THIS DAY OF _ 2008 OF 1` �c GcP NO ARY PUB IC / �GR�4�flTHS MY COMMISSION EXPIRES 51-13h MECHANICAL N0.33161 SSIOp�A; ' MASSACHUSETTS STATE BUILDING CODE 6m EDITION CONSTRUCTION CONTROL AFFIDAVIT DATE: October 10,2007 PROJECT NUMBER: 7932 PROJECT TITLE: Wright Architectural Millwork Building Additions PROJECT LOCATION: 115 Industrial Drive, Northampton, Massachusetts SCOPE OF PROJECT: Construction of(3)three separate additions totaling 16,969 SF,slab-on-grade,steel-framed building with exterior finishes consisting of metal wall panels and metal roof. The additions will be used for manufacturing. Site development will include a modified parking area, additional curb cut with paved access drive to an enclosed loading dock area, a storm water management system, and landscaping. PURSUANT TO SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, DAVID P. KRAUSE WAREHOUSE MECHANICAL CONTRACTORS INC. NAME FIRM 342 BRITTON STREET CHICOPEE, MA 01020 413-536-9222 ADDRESS PHONE NUMBER MASS. REGISTRATION NO. 5233 BEING A LICENSED PROFESSIONAL HEREBY CERTIFY THAT I HAVE PREPARED AND DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: _ARCHITECTURAL _STRUCTURAL _MECHANICAL X FIRE PROTECTION _ELECTRICAL _OTHER(specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. PURSUANT TO SECTION 116.2.3, 1 SHALL SUBMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR 99CUPANCY. Signature SUBSCRIBED AND SWORN TO BEFORE ME THIS -h DAY OF �c �,1��, 2007 NOTARY PUBLIC ��`��k t 1 i1 MY COMMISSION EXPIRES P•ANNA ''�� .•s�opExpires •q� m•C� e o tl•-�1'�. �N E MASSACHUSETTS STATE BUILDING CODE 6M EDITION CONSTRUCTION CONTROL AFFIDAVIT DATE: July 25,2008 PROJECT NUMBER: 7932 PROJECT TITLE: Wright Architectural Millwork Building Additions PROJECT LOCATION: 115 Industrial Drive,Northampton,Massachusetts SCOPE OF PROJECT: Construction of(3)three separate additions totaling 16,969 SF,slab-on-grade,steel-framed building with exterior finishes consisting of metal wall panels and metal roof. The additions will be used for manufacturing. Site development will include a modified parking area,additional curb cut with paved access drive to an enclosed loading dock area,a storm water management system,and landscaping. PURSUANT TO SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, NAME- FIRM ', �.��"r4'`� C?,/� ADDRESS _ �` PHONE NUMBER MASS. REGISTRATION NO.- BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT, HEREBY CERTIFY THAT i HAVE PREPARED AND DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING: ARCHITECTURAL _STRUCTURAL ANIECHANiCAL _FIRE PROTECTION ELECTRICAL _OTHER(specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE,SUCH PLANS,COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. PURSUANT TO SECTION 116.2.3,1 SHALL SUBMIT PERIODICALLY,A PRO ESS REPORT TO ETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF RK, I SH L S MI A FIN REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJE 0 cc C ature SUPSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 2008 NOTARY PUBLIC MY COMMISSION EXPIRES 0 MASSACHUSETTS STATE BUILDING CODE 6f EDITION CONSTRUCTION CONTROL AFFIDAVIT DATE: July 25,2008 PROJECT NUMBER: 7932 PROJECT TITLE: Wright Architectural Millwork Building Additions PROJECT LOCATION: 115 industrial Drive,Northampton,Massachusetts SCOPE OF PROJECT: Construction of(3)three separate additions totaling 16,969 SF,slab-on-grade,steel-framed building with exterior finishes consisting of metal wall panels and metal roof. The additions will be used for manufacturing. Site development will include a modified parking area,additional curb cut with paved access drive to an enclosed loading dock area,a storm water management system,and landscaping. PURSUANT TO SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, NAME FIRM AD RES[3 S PHONE NUMBER MASS. REGISTRATION NC3. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT, HEREBY CERTIFY THAT I HAVE PREPARED AND DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING: ARCHITECTURAL _STRUCTURAL '- ECHANICAL _FIRE PROTECTION _ELECTRICAL _OTHER(specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE,SUCH PLANS,COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 118.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. PURSUANT TO SECTION 116.2.3,1 SHALL SUBMIT PERIODICALLY,A PROIg ESS REPORT TOGS HER ITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF Twl WORK, i SHA L S IT L PORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJE O CC Y. Si re SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF fl)u�c_Q�.:r 2008 NOTARY PUBLIC MY COMMISSION EXPIRES 1La�$ MASSACHUSETTS STATE BUILDING CODE 6TH EDITION CONSTRUCTION CONTROL AFFIDAVIT DATE: October 10,2007 PROJECT NUMBER: 7932 PROJECT TITLE: Wright Architectural Millwork Building Additions PROJECT LOCATION: 115 Industrial Drive, Northampton, Massachusetts SCOPE OF PROJECT: Construction of(3)three separate additions totaling 16,969 SF,slab-on-grade,steel-framed building with exterior finishes consisting of metal wall panels and metal roof. The additions will be used for manufacturing. Site development will include a modified parking area,additional curb cut with paved access drive to an enclosed loading dock area,a storm water management system,and landscaping. PURSUANT TO SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Robert M. Dawson III Russell & Dawson LLC NAME FIRM 330 Roberts Street, East Hartford, CT 06108 (860) 289-1100 ADDRESS PHONE NUMBER MASS. REGISTRATION NO. 22320 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT, HEREBY CERTIFY THAT I HAVE PREPARED AND DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ARCHITECTURAL XX STRUCTURAL MECHANICAL —FIRE PROTECTION _ELECTRICAL _OTHER (specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. PURSUANT TO SECTION 116.2.3, 1 SHALL SUBMIT PERIODICALLY,A PROGRES 0 R T TOGET 'WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE RK, StiALL S BM A FINAL R THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FO O 1 LO NCY \„ Signature {o DAWSON, ITI ti , No.22320 '' ST CRIBED AND--SWORN TO BEFORE ME THIS �f�F 1ST�� 2007 s& f. ., ,. AY OFD .i' ,>,n f' �S{pNA1.�� NOTARY PUBLIC MY COMMISSION EXPIRES MASSACHUSETTS STATE BUILDING CODE 6TH EDITION CONSTRUCTION CONTROL AFFIDAVIT DATE: October 10,2007 PROJECT NUMBER: 7932 PROJECT TITLE: Wright Architectural Millwork Building Additions PROJECT LOCATION: 115 Industrial Drive, Northampton, Massachusetts SCOPE OF PROJECT: Construction of(3)three separate additions totaling 16,969 SF,slab-on-grade,steel-framed building with exterior finishes consisting of metal wall panels and metal roof. The additions will be used for manufacturing. Site development will include a modified parking area,additional curb cut with paved access drive to an enclosed loading dock area,a storm water management system,and landscaping. PURSUANT TO SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Robert M. Dawson III Russell & Dawson LLC NAME FIRM 330 Roberts Street, East Hartford, CT 06108 (860) 289-1100 ADDRESS PHONE NUMBER MASS. REGISTRATION NO. 22320 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT, HEREBY CERTIFY THAT I HAVE PREPARED AND DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING: ARCHITECTURAL XX STRUCTURAL MECHANICAL _FIRE PROTECTION _ELECTRICAL _OTHER (specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY T'-IAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. PURSUANT TO SECTION 116.2.3, 1 SHALL SUBMIT PERIODICALLY,A PROG REPORT TOG HER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE 0 K, SHALL SU MI A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT OFD C PA ignature h1. 4 e �., DAWSON, III S SlCRIBED AN SWORN TO BEFORE ME THIS No.22320 4') DAY OF 2007 a F` Q``;"C �. cr}JOMAI F ° NOTARY UBLIC MY COMMISSION EXPIRES MASSACHUSETTS STATE BUILDING CODE 6T"EDITION CONSTRUCTION CONTROL AFFIDAVIT DATE: July 25, 2008 PROJECT NUMBER: 7932 PROJECT TITLE: Wright Architectural Millwork Building Additions PROJECT LOCATION: 115 Industrial Drive, Northampton, Massachusetts SCOPE OF PROJECT: Construction of(3)three separate additions totaling 16,969 SF,slab-on-grade,steel-framed building with exterior finishes consisting of metal wall panels and metal roof. The additions will be used for manufacturing. Site development will include a modified parking area,additional curb cut with paved access drive to an enclosed loading dock area,a storm water management system,and landscaping. PURSUANT TO SECTION 116.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Douglas P.Mattoon Associated Builders,Inc. NAME FIRM 4 Industrial Drive, South Hadley, MA 01075 1.413.536.0021 ADDRESS PHONE NUMBER MASS. REGISTRATION NO. 30880 334847_BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT, HEREBY CERTIFY THAT I HAVE PREPARED AND DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: X ARCHITECTURAL _STRUCTURAL _MECHANICAL _FIRE PROTECTION _ELECTRICAL _OTHER(specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards. PURSUANT TO SECTION 116.2.3, 1 SHALL SUBMIT PERIODICALLY,A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Z 7 a� Signature SUBSCRIBED AND SWORN TO BEFORE ME c, THIS DAY DAY OF At �;, k 2007 ��,4`9,PAN � ••.•N p9`,,p _ t 1 V�; .11 t d. cZi,11 ll�U Q R� -'•.Cn", NOTARY PUBLIC GD•o • tergt MY COMMISSION EXPIRES %' �•� N.- 7gS,6 MV�/E ��ii%C Hn q %r°'°° Climate-Specific Requirements Gross Area or Cavity Cont. Proposed Budget Component Name/Description Perimeter R-Value R-Value U-Factor U-Factor Roof BLDG A: Metal Roof without Thermal Blocks 2680 19.0 19.0 0.035 0.056 Roof BLLG B: Metal Roof with Thermal Blocks 10168 19.0 19.0 0.030 0.056 Roof BLDG C: Metal Roof with Thermal Blocks 4240 19.0 19.0 0.030 0.056 Exterior Wall BLDG A: Metal Wall without Thermal Blocks 1834 11.0 11.0 0.054 0.079 Exterior Wall BLDG B: Metal Wall without Thermal Blocks 5408 11.0 11.0 0.054 0.079 4 Windows: Metal Frame with Thermal Break:Double Pane Clear, SHGC 0.74(b) 72 --- --- 0.490 0.547 Door BLDG B: Overhead 280 --- --- 0.075 0.127 PASS DoorS BLDG B: Solid 42 --- — 0.067 0.127 Exterior Wall BLDG C: Metal Wall without Thermal Blocks 4349 11.0 11.0 0.054 0.079 Door BLDG C: Overhead 336 --- --- 0.075 0.127 PASS Door BLDG C: Solid 42 --- --- 0.067 0.127 Floor BLDG C: Slab-On-Grade:Unheated, Depth 4 9.(c) 234 -- 5.0 --- --- Floor BLDG B: Slab-On-Grade:Unheated, Depth 4 C(c) 300 --- 5.0 --- --- Floor BLDG A: Slab-On-Grade:Unheated, Depth 4 C(c) 122 --- 5.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Claimed performance does not exceed defaults in Tables 1301.9.3.1.No manufacturer certification required. (c)Certain building use types require continuous under-slab insulation(see Massachusetts Code Section 1304.2.7 and 1304.2.8). Envelope PASSES: Design 27%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. 606 F-/2l3-scU g -� Principal Envelope Designer-Name Signature Date Permit Number Envelope Compliance Certificate Checked By/Date Massachusetts Commercial Code COMcheck-EZ Sofware Version 3.0 Release 2b Data filename: P:\7932 WRIGHT ARCHITECTURAL\permits\Building\7932 ENERGY CODE.cck Section 1: Project Information Project Name: WRIGHT ARCHITECTURAL MILLWORK Designer/Contractor: ASSOCIATED BUILDERS Document Author: BOB FRASCO Section 2: General Information Building Location(for weather data): Northampton, Massachusetts Climate Zone: 14a Heating Degree Days (base 65 degrees F): 6894 Cooling Degree Days (base 65 degrees F): 507 Project Type: New Construction Window/Wall Ratio: 0.01 Building Type Floor Area Manufacturing 16969 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values & U-factors labeled as certified. THE INSURANCE COMPANY OF THE STATE OF PENNSYLVANIA 69194-0000 WC 940-74-53 13889 --------------------------------------------- 013-82-1107-00 K 1. NAMED INSURED: MAILING AD-DRESS IDENTIFICATION No.: HOALI ASSOCIATED BUILDERS, INC. P 4 INDUSTRIAL DR. 01M� Member Companies of SOUTH HADLEY, MA 01075-0000 American International Group EXECUTIVE OFFICES: 70 PINE STREET, NEW YORK, N.Y. 10270 SEE NAME AND ADDRESS SCHEDULE - WC990610 I.D# MA UI#: •• . • .. TPA INSURANCE AGENCY, INC. WORKERS COMPENSATION AND EMPLOYERS 10 NEW ENGLAND BUS CTR DR LIABILITY POLICY INFORMATION PAGE ANDOVER, MA 01810-1096 INSURED IS PREVIOUS POLICY NUMBER CORPORATION I NEW OTHER WORKPLACES NOT SHOWN ABOVE:SEE NAME AND ADDRESS SCHEDULE - wc9go6i 0 ITEM 2 POLICY PERIOD 12:01 A.M.standard time at the insured's mailing address FROM 11 /01107 TO 11/01/08 ITEM 3 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 the work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 500,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 500.000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: AK AL AR AZ CO CT DC DE FL GA HI IA ID IL IN KS KY LA MD ME MI MN MO MS. MT NC NE NH NJ NM NV NY OK OR PA RI SC SD TN TX UT VA VT WI ITEM a 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. Estimated Total Rate Per Estimated Classifications Code Number Remuneration $100 OF Re- Premium Annual 1:1 3 Year muneration Annual ❑3 Year SEE EXTENSION OF INFORMATION PAGE - WC7754 TAXES/ASSESSMENTS/SURCHARGES $2,307 EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BY STATE) $318 MA MINIMUM PREMIUM $500 MA TOTAL ESTIMATED PREMIUM $51 ,266 If indicated below,interim adjustments of premium shall be made: ElSemi-Annually El Quarterly El Monthly DEPOSIT PREMIUM ENDORSEMENTS(FORM NUMBER) SEE ATTACHED FORM SCHEDULE - WC990612 11 /26/07 PARSIPPANY 82 Issue Date Issuing Office Authorized Representiltive WC 00 00 01 39967 The Commonwealth of Massachusetts Department of Industrial Accidents 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/Organizatioivindividual): Associated Builders, Inc. AddreSS: 4 Industrial Drive City/State/Zlp: South Hadley, MA 01075 Phone #: 413.536.0021 Are you an employer? Check the appropriate box: Type of project(required): 1.❑X I am a employer with 3 0 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors G. ❑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 g. ❑ Demolition working or me in an capacity. employees and have workers' g Y P Y• 9. 0 Building addition [No workers' comp. insurance comp. insurance.+ required.] 5. E] We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l l.❑ 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#I 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 isproviding workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: The Insurance Company of the State of Pennsylvania 13889 Policy#or Self-ins. Lic.#: WC 940-74-53 Expiration Date: 11/01/08 Job Site Address: 115 Industrial Drive City/State/Zip:Northampton/MA/01060 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pain of per' ry that the info ation provided above is true and correct. Si nature: �/�''� Date: 8-8-08 Phone#: 413.536.0021 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: k 00M aF$t 1L 1NO License: CONS,7RUGTiN sURV�S� Numbers*,;r 685210 F BiIl , e R T, Tr hQ. §' MARC A OPMOW,$ t �`a EASiHANF?TbN OX, Q� 2 ` Versionl.7 Commercial Building 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 Walter K. Price as Owner of the subject property _Associated Builders, Inc. hereby authorize �._� _._ . �., ____ on my behalf, in all matt rs rel a to work authorized by this building permit application. i Signature of Owner Date Michael J. Ciolek,Jr., President, Associated Builders,Inc. 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.. Michael J. Ciolek,Jr., P sident E Print Name Signkurk 61 Owrierkent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Mark O arowski CS 085210 Name of License Holder:, ___.... ... ... License Number Associated Builders,Inc.,4 Industrial Drive, South Hadley, MA 01075 08/07/2009 Address Expiration Date (413) 536-0021 � Signature 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 0 No Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Douglas P. Mattoon, AIA NOtAppllcable El Name(Registrant): 30880 334847 ;Associated Builders,Inc.,4 Industrial Drive, South Hadley,MA 01075 Registration Number ;08/31/2009 Address See attached affidavit ;(413) 536-0021 Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): ;Robert M. Dawson III, P.E. Structural Q Name Area of Responsibility Russell&Dawson, LLC, 330 Roberts St., East Hartford,CT 06108 `22320 ' .. Address Registration Number See attached affidavit '(860)289-1100 '06/30/2010 Signature Telephone Expiration Date Robert Griffiths, P.E. .Mechanical I'll Name Area of Responsibility Robert W. Hall, Inc., 540 Meadow Street Ext., Agawam, MA 01001 33161 Address Registration_Number See attached affidavit(s) (413) 789-0960 06/30/2009 Signature Telephone Expiration Date David P Krause Fire Protection, techon __. . Name Area of Responsibility 342 Britton Street, Chicopee,MA 01020 F5233 Address Registration Number see attached affidavit ;(413) 536-9222 11/23/2009 Signature Telephone Expiration Date Name Area of Responsibility 3 Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Associated Builders, Inc. Not Applicable ❑ Company Name: Michael J. Ciolek, Jr. Responsible In Charge of Construction 4 Industrial Drive, Souo Hadley, MA 01075 p' Address (413) 536-0021 Signatu Telephone Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 108902 square feet 108902 square feet 242' Frontage 242' _. .. °...... _...... Setbacks Front Side L:'45' R: 50'._.V L.24'.._._ R.�40,;,_. Rear 48' Building Height J5 Bldg. Square Footage 19130 33.1 ; ........., i17.6 ', 36,09.:, Open Space Footage % 37 �a E62394. (Lot area minus bldg&paved 52.9 57.3 arkin #of Parking Spaces 3'5—' 46" Fill: volume&Location N/A... I N/A. ,.., ,D ..__. .. ....... ..... ... ... ... A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW (F) YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW e YES 0 IF YES: enter Book ', Page;; and/or Document#. B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained , Date Issued 09/20/2005 C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: 4'x8'+/-wood sign in landscaped area at site entrance D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES (�) NO 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.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 ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other 0 Brief Description Of Proposed Work: SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business 2A ❑ E Educational ❑ 2B I ❑ F Factory 0 F-10 F-2 ❑ 2C ❑� H Hi h Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑� S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify. M Mixed Use 0 Specify: S Special Use E] Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Business and Factory _ - ,„= Proposed Use Group: ;Business,Factory, & Storage Existing Hazard Index 780 CMR 34).a2 and 3 Proposed Hazard Index 780 CMR 34): 2 and 3 SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(so 15f 19 130 15t 16,969 2nd O 2nd O, 3rd _. .... .0 3rd O 4m 0; 4th 0'', Total Area(so 19 130' Total Proposed New Construction(sf) _. _ 16,969 Total Height(ft) 18` Total Height ft 21 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood„Zone Information: 7.3 Sewage Disposal System: Public 0 Private E] Zone Outside Flood Zone❑ Municipal ❑ On site disposal system E] Versionl.7 Commercial Building Permit May 15,2000 Depaftment us only, City of Northampton status bf, Building Department Curb Cut/,Dnueway Permit 212 Main Street SewerlSep tic Availability- 29 200 Room 100 Wa Availability Northampton, MA 01060 Tv,i` tst>f 5truaturalyl'lans Fi ie 41 -587-1240 Fax 413-587-1272 PIc Si >. L, Other Specify„, ,,. -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 Prooertv Address: This section to be completed by office 5115 Industrial Drive Map Lot Unit Northampton, MA 01060 Zone Overlay District Elm St.District CB District' SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: IWAM, L L.C. 0 115 Industrial Drive,Northampton, MA 01060 0 Name(Print) Current Mailing Address: (413) 586-3528 Signature Telephone 2.2 Authorized Aaent: Walter K Price _. Ce 115 Industrial ndustrial Drive,Northampton, MA 01060 gi Name(Print) Current Mailing Address: (4,1.3) 586-3528 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (a)Building Permit Fee $517,453.00; 2. Electrical (b)Estimated Total Cost of $51,425.00: Construction from 6 ............. 3. Plumbing $25,500.00` Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection $78,060.0& 6. Total=(1 +2+3+4+5) $672,438 1 Check Number 0 This Section For Official Use Only Buil 'n mit u e Date Issued Signature: Building Commissioner/Inspector of Buildings Date f 115 INDUSTRIAL DR BP-2009-0223 GIS#: COMMONWEALTH OF MASSACHUSETTS tRiock:25A'-18.1 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category:ADDITION BUILDING PERMIT Permit# BP-2009-0223 Project# JS-2008-000306 Est. Cost: $672438.00 Fee: $8646.50 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: ASSOCIATED BUILDERS INC Lot Size(sq. ft.): 108900.00 Owner: WAM LLC zoning: GI Applicant: ASSOCIATED BUILDERS INC AT. 115 INDUSTRIAL DR Applicant Address: Phone: Insurance: 4 Industrial Drive (413) 536-0021 WC SOUTH HADLEYMA01075 ISSUED ON.912612008 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 16,969 SQ FT ADDITION & RENOVATION: F irCCnty pending revised plans 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 si nature: FeeType• Date Paid: Amount: Building 9/26/2008 0:00:00 $8646.50 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo r r File#BP-2009-0223 APPLICANT/CONTACT PERSON ASSOCIATED BUILDERS INC ADDRESS/PHONE 4 Industrial Drive SOUTH HADLEY (413) 536-0021 PROPERTY LOCATION 115 INDUSTRIAL DR MAP 25A PARCEL 181 001 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 T_ypeof Construction: CONSTRUCT 16,969 SQ FT ADDITION&RENOVATION New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• - Owner/Statement or License 3 sets of Plans/Plot Plan �urd� THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON 09 26 toy INFO ATION PRESENTED: DER�1n pproved Additional permits required(see below) 'd PLANNING BOARD PERMIT REQUIRED UNDER:§ 5 NOW LOAD (ALC_S Intermediate Project: Site Plan AND/OR Special Permit With Site Plan p nq Q�� Major Project: Site Plan AND/OR Special Permit With Site Plan ttiQ 1�� 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 Delay 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. BP-2009-0223 GIs#: COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Lot: -001 Permit: Building Category:ADDITION BUILDING PERMIT Permit# BP-2009-0223 Project# JS-2008-000306 Est. Cost: $672438.00 Fee:$8646.50 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: ASSOCIATED BUILDERS INC Lot Size(sq. ft.): 108900.00 Owner: WAM LLC Zoning: GI(100) Applicant: ASSOCIATED BUILDERS INC AT. 115 INDUSTRIAL DR Applicant Address: Phone: Insurance: 4 Industrial Drive (413) 536-0021 WC SOUTH HADLEYMA01075 ISSUED ON.9/26/2008 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 16,969 SQ FT ADDITION & RENOVATION: Must submit snow load calculations prior to rough/framing inspection 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 and snow loads: 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 9/26/2008 0:00:00 $8646.50 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo 115 INDUSTRIAL DR BP-2009-0223 GIs#: COMMONWEALTH OF MASSACHUSETTS Map.-Block: 25A- 181 CITY OF NORTHAMPTON Lot:-001 Permit: Building Category: ADDITION BUILDING PERMIT Permit# BP-2009-0223 Project# JS-2008-000306 Est.Cost: $672438.00 Fee: $8646.50 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Groin: ASSOCIATED BUILDERS INC Lot Size(sq.ft.): 108900.00 Owner: WAM LLC Zoning: GI Applicant: ASSOCIATED BUILDERS INC AT. 115 INDUSTRIAL DR Applicant Address: Phone: Insurance: 4 Industrial Drive (413) 536-0021 WC SOUTH HADLEYMA01075 ISSUED ON.912612008 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 16,969 SQ FT ADDITION & RENOVATION: Foundation Only, pending revised plans 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. 1 �J Certificate of Occu anC 7 '&-,-{jt1+" L�' ' L ' Signature: FeeType• Date Paid: Amount: Building 9/26/2008 0:00:00 $8646.50 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Comnussioner-Anthony Patillo MASSACHUSETTS STATE BUILDING CODE CONSTRUCTION CONTROL FINAL REPORT DATE: 7A/- , 1 BUILDING PERMIT#: BP-2009-0223 PROJECT TITLE: Wright Architectural Millwork Building Additions PROJECT LOCATION: 115 Industrial Drive,Northampton, MA SCOPE OF PROJECT: Construction of(3)three separate additions totaling 16,969 SF,slab-on-grade, steel-framed building with exterior finishes consisting of metal wall panels and metal roof. The additions will be used for manufacturing. Site development will include a modified parking area,additional curb cut with paved access drive to an enclosed loading dock area,a storm water management system,and landscaping. PURSUANT TO SECTION 116.2.3 OF THE MASSACHUSETTS STATE BUILDING CODE, I, DOUGLAS P.MATTOON, AIA ASSOCIATED BUILDERS,INC. NAME FIRM 4 INDUSTRIAL DRIVE,SOUTH HADLEL MA 01075 413-536-0021 ADDRESS PHONE NUMBER MASS. REGISTRATION NO.30M BEING A REGISTERED PROFESSIONAL ARCHITECT HEREBY CERTIFY THAT,TO THE BEST OF MY KNOWLEDGE,THE WORK CONCERNING: XX ARCHITECTURAL STRUCTURAL _ MECHANICAL FIRE PROTECTION _ ELECTRICAL _ OTHER(specify) HAS BEEN COMPLETED IN ACCORDANCE WITH PLANS,SPECIFICATIONS,APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I HAVE PERFORMED THE NECESSARY PROFESSIONAL SERVICES AND INSPECTIONS NECESSARY TO ENSURE THAT THE WORK WAS DONE IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT. INTERIM REPORTS SUBMITTED PRIOR TO THE FINAL REPORT FORM A BASIS FOR AND ARE TO BE CONSIDERED AN INTEGRAL PART OF THIS FINAL REPORT. IT IS MY OPINION THAT THE WORK HAS BEEN SATISFACTORILY COMPLETED AND IS READY FOR OCCUPANCY UPON FINAL APPROVALS FROM THE MUNICIPALITY. V. AnCy'T No.30880 z w '*• onal Seal&Signature ',r VAN lots r F 1F jNT} "NEW,'F son r a Q ,s35s xA f s Y Fr w�i v * ' r 10"' �� , y x" "s �y ��✓ 'tee a *�* ; .Sac'�ap r a6 S ,� a€ a as XNA " ¢ '`�' r� ' 3 1 ak +k�x sa. � �„� ,tp? *a sa'�` ,,,. s� z` }h n # S'4sk >` s . k f ;;�Y.. k �i,{'a;, 1 .y 2: '2 1. "�'k d,» k T't k-{'1 -�` t � "�" Two C +t a t 1 x sr'� ✓ � �, F?:: xua. .a#�.,a a "m``�" �wc :n t k •�'p' "`c s� -'' � §p�s .L �'"`�- f ^� �'�k ,� ?"y��t es��S t t �� '�,� ,-#� �� *�; r 4ar'r"`��'`s � i� � ��r ''� S'".t�. ; Ski "'�` z' asE"_ W>•�c'^<+p ,ayy,. . ..'lA �r°s- 'tp , �-% `'y, "t >x,,e +'.*.. °., $a' , .�k,�� =at,^` '` * e - '#�a 3 .�,.:..`.-:. rr �ak•�� r�lK .�,. r✓ T �r c�tr4s r 4 � � r ,.+� 3. �;k '�'rr.. -c t$ '�• ' z � �a� � ` �x , #. `� � �' �pt 'mot" x �,��a�� e� ion i t �,d sr; y. t OR AN n ^' x v7`rt .�, � � � ,. s �. �' +•�` � :.;t��3T of ..'�� 'az �' ` � .�x,.X >D-�S�t�, �� `�� ; 4%�F ,yam s �r� I'm H ;: v.'� "r."• - ,. �,. '`"zu.=�n,fa #a"'r-'-ac'('' .�.;6.:. y i 1&" '„�'t..:.. ec gx -r ,=�`„" `�t.4`+tr ', r Y , p � , �� ._� ��i } r � � � `'�,,; � ,� 'fir�,,.�''��;} �� }'t'•r, m� ��+ �� za' � Vk i I �^F voy t ,.ter 115 INDUSTRIAL DR BP-2009-0223 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:25A- 181 CITY OF NORTHAMPTON Lot:-001 Permit: Building Category: ADDITION BUILDING PERMIT Permit# BP-2009-0223 Proiect# JS-2008-000306 Est.Cost: $672438.00 Fee: $8646.50 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: ASSOCIATED BUILDERS INC Lot Size(sq. ft.): 108900.00 Owner: WAM LLC Zoning: GI(100)/ Applicant: ASSOCIATED BUILDERS INC AT: 115 INDUSTRIAL DR Applicant Address: Phone: Insurance: 4 Industrial Drive (413) 536-0021 WC SOUTH HADLEYMA01075 ISSUED ON.912612008 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 16,969 SQ FT ADDITION & RENOVATION: Must submit snow load calculations prior to rough/framing inspection POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground:,. u �r4t,vice: M eter: Footings: Rough: ` `` ° �, gh: House# Foundation: / ! i , ' Driveway Final: 7 � Final try —6 q I ' � i al• ! a ,. Rough Frame and snow loads: Cf 1'( �a 4 15' Gas: Fire Department Fireplace/Chimney: Insulation: Rough: Oil: o, $ of 1 ao,09 L �+ 4t �� S-11 ° � - Final: -q•�� Smoke: AcrC Final: --3� ©A-1 7,C y IW I pN -,-a—o 9 rrn►�rc-�K -7/7,/ 9 t !s -- THIS PERMIT MAY BE REVOKED BY THE CI -OF RTHAMPTON UPON VIOL/ TION OF 64 w;t(, ANY OF ITS RULES AND REGULATIONS. ISuED �7�°�I�' ls Certificate of Occu anc a" 44--1 Si nature: FeeType• Date aid: Amount: Building 9/26/2008 0:00:00 $8646.50 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo �//