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Building Permit #573-15 - 351 WILLOW STREET 12/23/2014
L BUILDING PERMIT poRTy pFtt�eo 06q�0 TOWN OF NORTH ANDOVER o? y _` " `° o� APPLICATION FOR PLAN EXAMINATION Permit No#: S Date Received gSSACHU5�� Date Issued: 0 IM ORTANT: Applicant must complete all items on this page LOCATION U1.1 c AY4 t Print., PROPERTY OWNEn`-t -7 Print 100 Year structure Jyesno MAP 1D PARCEL: 1 ZONING DISTRICT: Historic District Machine Shop Village TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential Building ❑ El New g One family ❑ dition ❑Two or more family Industrial [Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain El Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OFWORK TO BE PERFORM : NO 06610- Identification- lease Typ r Print Clearly Phone: QQ G3°� OWNER: Name:' � r _ Address: ','i- 61 Contractor Name: Phone: Address:AQ l..,O.x%�'� ' '1 ►1) .t Q)--;0--/C? Supervisor's Construction License: [` � "1�,+ � Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER- Phone: c Address: `�f1 C f � C .� ��V4;k 'Mj,`t WA-Reg. No. Co FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ q QC) FEE: $ Check No.: 11�"-+ 2" Receipt No.: a 3 l NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund �- ___—__a - Si nature of contractor Signature of A ._ _ _ � - _9___ ___._ i Plans Submitted ❑ Plans Waived El Certified Plot Plan ❑ Stamped Plans ❑ TYPE"OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments c Water& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster o 'te yes no Located at 124 Main Street Fire Department signature/date f G[ ' COMMENTS i Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and-DATA— (For department'use) i r n S es) tA 0(\ ( o AYV i f ,,A/ b cl 0 i ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 r 4 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits I o Building Permit Application o Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract o Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application a Certified Surveyed Plot Plan Li Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract o Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that thea appeal period is over. The applicant PP P pp must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 Location No. C Date Z Z r r . - TOWN OF NORTH ANDOVER • TUDr �4 • 0 :.. Certificate of Occupancy $ " x Building/Frame Permit Fee $&0 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# 2�� Building Inspector i D02A 003 — --b'Cxb'-0 MO �`-3-�xT-0' B�cw 00 00 00 00 00 00110 011111100 Ea 00111100110 00 00 00 OW . ..._ _-- -- -- 110 011000oo0ac �•� BPI BOC elev. d-I' BPI A BPI . BOC elev, a-I' AT COWK4 5 116 C0NCiila+ BOC elev. d-1' Ai COWMV 9EARN0 MN e'COW..RER W1"5JrA51E W RWR O n'°IC0.ALL IOCAT106 JAMB DETAIL NEW OPENINGS 12"CMU WALLS ;e' f21 t6x6q,' Tm i 21 I I)a•x)11•Bvnn9 pit typ.�W 4'non shook grout aowaayq�u. c47:� v.rs 41I2'x4'Buit pbte Jam4 •`�� y 41217'strapar.Fxxs16'OC 121 L6ek% hal Groutpr655did at 12'CMU mworyopemq 11-11 mor. SECTION A-A t HEADER 12"CMU WALLS LINTEL DETAIL JAMB @ 12"CMU WALL5 I i 1 1 51`1 CONRR I Ex55N0 OOtOWN ATO"ANBEaZ MNaCON=r BPI BOC elev. 0'-I' WITH 3WAatr BASE IWJRE0 2 mlCat AVE L=Tx)N5 BOC elev. 0-f, BPI BOC elev. 0-I' Exutmg 8X40 Exikrig W800 Column ColLm" .a 1Ca ae z} a y © DESIG'`N/LIVE LOAD SOPSF 0 faapproval II-20-14 METUMENCON5TRUCTION Qj Rev f 12-I-14 40LowellRd Salem,NN. Q SHOP OLTS HOLES U.N. ALL MA IAL U.N. 3/4'0 A325 i%6'0 see notes SHOP PAJNT WELDS 1 0111 NIL Q 5C jr8yFn-r mm.%Filet THN 0 CT BAKE d JOY 0 351 Wi!Iow 5treet 5outh Nath Andover ,Ma55achu5at5 =BING : SPECS UNLESS NOTED Q ORAWN er; DATE., p ASTM A992 BJun 1111-2014 , PLS, BARS : ASTM A36 0 'fPr.�a 4r'wG.9wb(/dl..b2 SNEET 0 5 —' - -.- -. M A500 GR B 7`9""'ff"d Y"47"& Proposed Memrine STRUCTURAL STEELNOTES B 51. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE"SPECIFICATION FOR THE DESIGN, DU2 FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'AND THE-CODE OF 003 STANDARD PRACTICE'OF THE RISC. 3,7 x T,0.—J, S2. ALL WELDING SHALL BE IN ACCORDANCE WITH THE'STRUCTURAL WELDING CODE'OF THE ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑o❑ Be�W 1 ❑❑❑❑❑❑❑❑❑❑❑o❑❑❑❑❑ THER'SrR WELDING SOCIETY. S3. THE STRUCTURAL STEEL SHALL CONFORM 70 THE FOLLOWING: - - A ALL STRUCTURAL WIDE FLANGE SHAPES; ASTM A992.GRADE 50 FAA— H B.All.STRUCTURAL TUBES: ASTM ASOO,GRADE B,46 KSI C.ALL STRUCTURAL PIPES: ASTM A53,GRADE B OR ASTM A501 D.PLATES,BARS.CHANNELS,AND CONNECTION ANGLES: ASTM A36 WI2X14 WI 2X14 H55 GXGxia' E ALL ANCHOR BOLTS: ASTM A307 UNLESS NOTED OTHERWISE .455 GXGx%' [y H55 GXGxX 3 B - S4. ALL CONNECTIONS SHALL BE BOLTED WITH ASTM A325 HIGH-STRENGTH BOLTS OR WELDED IN ACCORDANCE TO AMS AND WITH THE AISC MANUAL REOUIREMENTS UNLESS NOTED OTHERWISE. S5. ALL SIMPLY SUPPORTED BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE DOUBLE ANGLE IN CONFORMANCE WITH THE AISC MANUAL UNLESS INOICATED OTHERWISE ON THE STRUCTURAL DRAWINGS. 12K3 J015T 12K3 J05T S6. SHOP AND FIELD CONNECTIONS SHALL BE MADE WELDING OR NIGH-STRENGTH BOLTING UNLESS N N OTHERWISE NOTED. w o 57. FIELD WELDING OF STRUCTURAL MEMBERS IS NOT PERMITTED UNLESS INDICATED ON THE STRUCTURAL DRAWINGS OR WITHOUT WRITTEN PERMISSION OF THE ENGINEER. 12K3 J015T 120 J015T STEEL DEG"NDTEs SD1 ALL STEEL DECK SHALL BE OF THE DEPTH,GALE,AND TYPE INDICATED ON THE THE b STRUCTURAL DRAW NGS. w SD2.ROOF DECK SHALL BE FASTENED AS SHOWN ON THE PLANS AND TYPICAL DETAILS. 12K3 J015T 3'concrete 12K3 J015T 3'concrete � GxG-1.4x 1.4 vae h GxG-1,4x1.4wire:mesh Form decking %6' Form decking 12K3 J015T 12K3 J015T <'�'` � %Bent plate D D aN z CMu 14k3'z I OGa. Bent plate E E ti` 4r•y4} Ty' z-iz 31C rn 2.12 NIG' 12K3 J015T 12K3 J015T � 3'concrete on% Form 3`concrete on% Form r •b ,i decking deck 12K3 J015T I2K3 J015T 3' oncrete 3'concrete 6x6-1.4x 1.4 wire h 6xG-1.4x1.4 wire mesh "^ % Form decking ' Form deck ng 12K3 J015T 12K3 J015T SECTION B-B SECTION C-C 1-155 GXGxY' H55 6XGx'/a"12K3 J015T C 12K3 JOIST ^ a 2 rid,. W 12X 14 W 12X 14 r I Gk3k I OGa. Bent plate 18'x3'x I OGa. Bent plate c ryMaao „ , r Cy—Wea40 I 2.12 3+iC M � NIG. 2.12 3"concrete on% Fain 3"concrete on% Form .2.Cl decking de&na, O MEZZANINE FRAMING `"' rWI 4 T05 12'-2'UNO N°n6M h p�ffl L /�•/�f4 F. SECTION D-D SECTION D-D 3'corcreteon% Form IPIrnl deck 9 o Q for approval 11-20-14 METUHEN CONSTRUCTION Apr..Q25 I- `2' ;.>;L251Sxb ,+. - Qj R-�v 1 12-1-14 5 lnwd„Rd (4,IM.16'FiSia nrrax-e Fid!px/A,6c SHOP TS HOL U.N. MATER U.N., WI 2x l4 WI 2x30 W 18x40 j C"" Q 0 A325 3/60 see notes a'p�edm sypd 3, SHOP FAINT � WELDS DRY MIL 5C gal'fn'vier min.%Nd PROJ THK s BAKE n'JOY ~ � �`xa x9'Srca-pUfe � �'k10Yz'x9'tM.plate •• j 2�1 351 Wi},aw Street South 'a Loy'x 15'L.0 pM•z Q North Andover .Mas5acKe&.5 DRAWNSTANDARD MATERIAL SPECS UNLESS NOTED New 11 DATE: CHECK DATE: BEAM TO COLUMN MICAL B.45E PLATE 1)WF MEMBERS : ASTM A992 fSJan 11-1 -2014 7 SHEET NO- SZ CONNECTION DETAIL 3) 'TUBING ASTM ANA TM A500 R B ASTM A36 Q gx W.Alt— � 7nxe4..9P"r.r Proposed Mezzanine iJ i "J RN RNf= il"&Tu RICE I.Q.Q61 bac LLY _K�'✓,'xs ods eei arc e'd Bd W,eF. Nc i aiD A15 9cb 1 3'concrete ya5','p-@,fli.�fj,L xxSr Dr.Dsf,-:ra< 6x6-1.4x 1.4 wire 12 c..BDd nna Bax STx rre5h z c.SKr p,re%es cv �6 Form decking `"'4d°• > L cu ILY,ib R3258m`s L6.4c%• O Tr 5115 1.5sc.s66•w—tfi TYPICAL RN FRAME amu. ri �irv�Jrx-5f5 BPI 5?1 I Z,l n I'Bap Fi:m 12k12'x Bae pre eww 'Fl6 ry J13/CxS. Y•0 Y.•lt4q etre Y'a ckg eLte i.'r 51—GroA -y;rco-smkrrat (4)IV.16'F1554 (4)110.I.F1554 Th,---A Rod tpa)Aip•cis 1!ceakd RED'EF y Acus 4'P Tc^ t)?a 4'PP4-1-qpm ..y. .. • i'.i t• coNnwa MTING CONDnft cWRm W556 OOIQM& AT CO.TAN BmA W N9N G'O0NCR E AT COWMN BEARM MW G CONCRETE eMh 5unA5IE BAS`-R:0 5MD am+91TAM ase RE IUM TYr All LOCAT&S p• MIC4 Al t=X*6 4 ool t,y\Hpr STFVFM —•t � SOGII Proposed$tar Q for approval 11-20-14 METUBEN CON5TRUCTION MC 12x 10.6 strmger5 40 Lowell Rd 2 he hand rat 36' Qj Rev I 12-1-14 521em,Nh. SHOP BOLTS LES U.N. ALL MATERIAL U.N. a tread Y4VA325 "Y.10 see notes 2'concrete p 0 sHOP PA Nr WELDS Dm•MIL Q THK SC gray pnner mn.3/1-,'flhei G•,` �,.• ±! ,r. PROJECT BAKE n'JOY •sr-.p:m. u, o, < 0 351 NOW Street 5ouih %z•• Q Nodh Andover ,Ma5mchusett5 DRAWN Ry: DATE CHECKED BY: DATE: STANDARD MATERIALSPECS UNLESS NOTED Q gkar: ILILp14 1) WF MEMBERS : ASTM A992 2)CHANNELS, ANGLES, PLS. BARS: ASTM A36 Q �.�, �� WyedK. SHEET N0. 53 3) TUBING ASTM A500 GR B Proposed Mezzanine STRUCTURAL T I NOT S ` B Si. ALL STRUCTURAL STEL WORK SHALL CONFORM TO THE"SPECIFICATION FOR THE DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'AND THE"CODE OF D02 D03 STANDARD PRACTICE'OF THE NSC. 8-O`xb'-9 MO 'I3-0-x 7- S2. ALL WELDING SHALL RE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE'OF THE ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ [1UOA 1110101110111 W DE-111111111❑0111111111111111011111111111 AMERICAN WELDING SOCIETY. S3. THE STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: •�• ..... "-..... _...__ .................. _. ••• A ALL STRUCTURAL WIDE FLANGE SHAPES: ASTM A992,GRADE 50 8.ALL STRUCTURAL NBES: ASTM A500,GRADE B.46 NSI C.ALL STRUCTURAL PIPES: ASTM A53,GRADE B OR ASTM A501 D.PLATES.BARS,CHANNELS,AND CONNECT10N ANGLES: ASTM A36 W12X14� W12X14 H556X6x>a" E ALL ANCHOR BOLTS: ASTM A307 UNLESS NOTED OTHERWISE HSS CXG%/q' U H55 GXGX�' S4. ALL CONNECTIONS SHALLBE BOLTED WITH ASTM A325 HIGH-STRENGTH BOLTS OR WELDED R v ACCORWNCE TO AWS AND WITH THE AISC MANUAL RECUREMMIS UNLESS NOTED OTHERWISE. S5. ALL SIMPLY SUPPORTED BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTONS SHALL BE DOUBLE ANGLE IN CONFORMANCE WITH THE ASC MANUAL UNLESS INDICATED O7HERWSE ON THE STRUCTURAL DRAWINGS. 12K3 J015T ^ 1203 JOIST S6. SHOP AND FIELD CONNECTIONS SHALL BE MADE WELDING OR HIGH-STRENGTH BOLTING UNLESS N N x N W OTHERWISE NOTED. O CJ S7. FIELD WELDING OF STRUCTURAL MEMBERS IS NOT PERMITTED UNLESS INDICATED ON THE STRUCTURAL DRAWINGS OR WITHOUT WRITTEN PERMISSION OF THE ENGINEER. 12K3 J05T 12K3 J015T STEEL DELL NO SOt. ALL STEEL DECK SHALL BE OF THE DEPTH,GAGE,AND TYPE INDICATED ON THE THE $" STRUCTURAL DRAWINGS. h S02.ROOF DECK SHALL BE FASTENED AS SHOWN ON THE PLANS AND TYPICAL DEALS. 12K3 J015T 3'concrete 12K3 J015T 3'concrete GxG-I.4x 1.4 vire, 6x6-I.4x f.4 Wire mesh form decking %' Form deciung 12K3 J015T 12K3 J015T ^` •�}„late y i'+ 16 pia rr Q mtir g 12'CMU Yz'0 anchors 32'OC 145 3'x I OGa. Bent plate �121 *� t 12K3 J015T 12K3 J015T `"<y 3'concrete on%6 form %6 Form declang «< �- deckng 12K3 J015T 12K3 J015T 3'concrete 3'concrete 64-1.4x 1.4 Wlre GxG-1.4x 1.4 vnre mesh % Form decking �(5 Form decking ti 12x3 J015T 12K3 J015T SECTION B-B SECTION C-C 12K3 J015T C 12K3 J015T H55 GXGxY' 4 H55 GXGx%" H55 GXGxY4' :. 2 s' W I 2X 14 W 12X 14 W 50 r I G'x3k I OGa. Bert plate 18"x3'x I OGa. Bent plate s _ I W6x50 � 2-12 .iri6' C s7 ?` �• '-� 3'concrete On% farm 3'concrete on% Form r declung decking �z-rr O MEZZANINE FRAMING T05 12'-2'UNO ' DLx tWI 4 No F 3 * grfo, � F-i�1 SECTION D-D SECTION D-D H5%Ws'Co,.. )'T� 3'corcrete or.% Form nI 1 r r rn a px declung /a METUHEN C0145TW WON for approM II-20-14 i.m6u, 5 rt T2s 5' Azsew /<'rorvS�. Grcuc 40 Lowell Rd 14;IM.16'r1554 Q Rev I 12-I-14 5alem,NH. r-1'od EXy Ames SHOP BOLTS HOLES(U.N.) UA IAL U. .• YOA325 IY6V see notes J F SHOP PLANT WEDS MIL 5C92ypnmer mm.%Fret THK , t Q PRo�ECT oy 351 W J 5tred 5outn I y110/1 x 15•u.plr_ Q North Andmer ,Massachv5dm STANDARD MATERIAL SPECS UNLESS NOTED Q DRAWN 11 DA CHECKED BY: BEAM TO COLUMN TY'ICAL 8.45E PLATE 1) WF MEMBERS : ASTM A992 BJa 11-11.2014 SHEET LA0. 52CONNECTION DETAIL 3) TUBING ES,ANGLE, A500 GR 8 ASTM A36 Q �'f'./w9Aulal y?. Proposed Mezzanine i Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 986,500.00 m $ - $ 11,838.00 Plumbing Fee $ 1,479.75 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 1,479.75 Total fees collected $ 14,897.50 351 Willow Street 573-15 on 12/23/14 New cooler and support rooms • DRAWING INDEX At ' .` . A -CEILINGLAYOUT F� AS-SECTIONS IOWR�O�LA D A -SECTIONS AS-DETAILS INSULATED WALL PANEL LEGEND COOLER F WEIGH 1"-1..INSULATED-LL PANEL BY M ROOM SIM 0 S.1E.I.— LLJ < D,...... P., 4, mix ROOM T.—N—....o 1E. G) ull... 2 �3 COOKIE Ln Lu 2-d ROOM UO 12 A A� ......d ........... ...... 66 11. All- Lu u Lzu 2� PLAN AS NOTED m. 14248 PLAN Al \K6IXIWurEiles\O�ervakosNV.ty men�fEYawn�,BMF NIOv,CF51-1021PAKE NIOv p1<f7WG U.vW?a.g u-0.1UtR0u t¢at:<an0., A LAF• €O 9 FE—D] I g00 � 3 T 9 3 y 9 m z < a 3 A� 79 I rI y s B A K E N J O Y D p o Z NEW COOLER&PROCESS rt;pig- FF9t ,$ ROOMS 351 WILLOW ST.SOUTH g7:Eyn ° NORTH ANDOVER,MA.01845 Ipg N� ev 031M 3. Om 0 * V)0 o NOI—L03S "1�110�3S *NO03-03S tf N0-sum — r- O rn Ln IXI J— UJ F7 tiv 0 m V) o 0 20 O p zN UJ FT Cc > CR 0.0 r x Li PANEL JOINT DETAIL VERT. CORNER& �1 COOLER BASE DETAIL (2).PROCESS BASE DETAIL ,x q>W. LL I CLG.DETAIL z Tx *.s. '� ._.�. b . LLIDECK DETAIL �a T.z. o E oo m a o c .x0w.�cD. 4 I L,x rrRReo.wee 111L-P eL eo rzoo 11L IlAl �a mx� ex,TR�oR WALLICEILINGDETAILHANGER DETAIL U u gfi a G6 DOOR SCHEDULE NO. SIZE TYPE FINISH LOC. REMARKS o" DO! 8'0"x 12'D" RYTEC PREDADOOR ROLL UP PVC COOLER U Y_ y D02 S'0"x8'0" RY7EC PREDADOOR ROLL UP PVC WEIGH ROOM 3:O $ D03 3'0"x7'D" CORROSION RESISTANT DOOR PLASTICIFRP WEIGH ROOM Lu O G D. 8'0"x 12'D" RYTEC PREDADOOR ROLL UP PVC z DOS 8.W.8.Y' RYTEC PREDADOOR ROLL UP PVC WEIGH ROOM _ DOB 3'0"x7'D" CORROSION RESISTANT DOOR PLASTICIFRP WEIGH ROOM DETAILS DO] S'D"x12'0" RYTEC PREDADOOR ROLLUP PVC COOLER D08 3'0"x7'0" CESHINGEDCOOLER T.W.S. COOLER 1D311< ppg 3-1)".7— CES HINGED COOLER T.W.S. COOLER Fr D10 e'0"xS'0" RYTEC PREDADOOR ROLL UP PVC MIX ROOM a 011 3'0"xT0" CORROSION RESISTANT DOOR PLASTIC IFRP MIX ROOM 8 p12 3'D"x]'0" CORROSION RESISTANT DOOR PLASTIC I FRP COOKIE ROOM •`•AS NOTED F D13 3'V.r O' CORROSION RESISTANT DOOR PLASTIC I FRP COOKIE ROOM DIA 8'D"x8'0" 1YTEC PREOADOOR ROLL UP PVC COOKIE ROOM 14248 R D15 8'v.1T 0" RYTEC PREDADOOR ROLL UP PVC COOKIE ROOM A5 i TUFF T -ALUMINUM CEILING SUPPORT The Metl-Span Tuff T aluminum support is an extruded aluminum T-shape that is .344-- suspended from roof support members (31) r°tES by hanger rods. The Tuff T aluminum (t) SOLE 31° +0. O.0.0 3/8..",o DIA. support eliminates time-consuming field I G" C. 3.. O.C. FROM ` EACH END routing of insulated ceiling Panels and the use of splines, which make it diff- RAD US I cult to level a ceiling. Tuff T is quick to (f°) HOLESWi install and is fully engineered to provide 1 �---1,,••±'=`" maximum support spacing. D 0.375' 12 maximum S,DE D.375" Note: Tuff T is only sold in combina- 16'-0" LONG ALUMINUM TEE tion with Metl-Span panels for use in approved ceiling support applications. 0,310 SPLICE PLAE5. DmE crytays 6 ( U 15'11[11 AccEO'c LEO e \ _ p C. O / 12O. ( � J•CH SIDS P^ � I '� 4__1 r , �J �- (o _� I _oa••D!A. 6, S O.C. i 12 0C i EAS„s;:)_ s"Dom.trou Ea.,,Er;D SPuC�PLOC=_, j ONE 6VIRLARS iVIEOTHcR N'HJ1 tiScuFLED ALUMINUM TEE WITH HANGER RODS AND SPLICE ANGLE ASSEMBLY TUFF T-ALUMINUM CEILING SUPPORT FEATURES Description: 2" wide x 5/16"thick vertical leg and 5" wide x 5/32"horizontal leg. Pre- drilled holes in the vertical leg are spaced at 6" on center for attachment to hanger rods. Pre-drilled holes in the horizontal flange are spaced at 12" on center on both sides of the vertical leg for attachment of panels. Material: Aluminum Length:16 ft. Finish: Painted white Splice Plates: Splice plates are supplied by Metl-Span in heavy brake-form steel to con- nect 16'sections of Tuff T together. Fastening: Attachment to hanger rods is accomplished with a hanger rod connector, bolts and washers supplied by Metl-Span.Attachment of panels to the flange of the Tuff T is with tek screws or pop rivets. HANGER ROD (BY OTHERS) 33/8" NUT &c WASHER CEILING JOINT TRIM \ (BY OTHERS) [JASZ SERIES] \ _VAPOR BARRIER INSULATION (BY OTHERS) (NOT BY METL—SPAN) SPLICE ANGLE SET — 114x 7/8" HWH SELF DRILL SCREW [9462GNC] 9 12"O.C. [1007P] SEALANT TAPE MARRY SEALANT IN PANEL [74058WH] ` JOINT TO SEALANT TAPE r,Lr t I BUTYL SEALANT [7i0OBWH] NOTE: INTERIOR VAPOR SEAL i,14x. 7/8 HWH SELF DRILL. N:A'r BE REQUIRED IN COOLERS. SCREW @ 72"O.C. [1007P) OR PROJECT DESIGN.P RESPONSIBLE 1/8"0 RIVETS [240251 FOR SPECIFYING REQUIREMENTS. 3/8"x i 1/4" SPLICE BOLT [2614PNC] WIlId TUFF TEE EXTRUSION 3/$" SPLICE BOLT NUT [261 iPNC] AND THREE 16'—O" LONG [9466AWH] 3/8" SPLICE BOLT WASHER [2516PNC] HANGER ROD TWO WASHERS BETWEEN CONNECTOR CONNECTOR 1 9461 XNC] AND TEE) t CEILING BUTT JOINT WITH ALUNIMUM TEE ._In.33iI:Ej= .:.... .. 7 ----i- liy J.3� i:v 28.7 22.3 17.5 13.9 11.0 28.7..: ..::13.9 7„ 16.6 14.5 12.8 1 11.5 10.3 - -........ ..::4..... ..: 39.5 31.5 25.3 20.5 16.7 13.7 11.2 5.. 27:6 246205 ' 16Z 137 112 17.6 15.4 13.6 12.2 11.0 - - - - 7 102`:: _. 49.0 40.8 33.4 27.5 22.8 19.0 15.9 13.3 11.2 3„ 330:.':. X9:1 260 .: :...234 ': 21`3: 1,90 1�9 133`:: 18.5 16.2 14.4 12.9 11.6 10.5 7 IO 48.8 43.1 38.6 34.9 31.7 28.6 24.3 20.8 18.0 32,1: 28 7 2S$411. ; =. 20.5 17.9 15.9 14.2 12.8 11.7 10.7 - - _ :7 :: : 1�0..: 10:4 y 48.7 43.0 38.4 34.7 31.6 28.9 26.7 24.0 20.8 5" 33.:9 30? �7 2 _: 24 7:: 22.6 -..20 8 . ::. 193" 1_Z:9 4. ,'b...':':.. ';: 22.1 19.4 17.2 15.4 13.9 12.6 11.5 10.6 13A .: 11,2 .. ........ 48.5 42.8 38.3 34.5 3I.4 28.8 26.5 24.6 22.9 . 33:7 30 0 27 1 24.6': 22:5 2D 7 191 17;7 6" _ 6'::'...:;' 23.8 20.8 18.4 16.5 14.9 13.5 12.4 11.4 10.5 7 .13 9 12a 1D 6 Notes 1. 5"flange(5/32"thick),2"web(5/16"thick")supplied by Metl-Span. 2. Rod Spacing. 3. Based on testing CF-45,Light Mesa panel with 26 ga.exterior&interior face(min Fy=33 ksi)with single span condition over aluminum tee beam. 4. Applicable to panel widths of 44.5"or narrower with mesa or light mesa profiles. 5. Aluminum tee beams(6063-T6)are supported by 3/8"diameter hanging rods(min 60 ksi). 6. The allowable stresses for tee beam were calculated in accordance with 2005 and 2010 Aluminum Design Manual for use with IBC 2009 and 2012,respectively. 7. The allowable loads are calculated with the following safety factors: 2.5 for panel bending failure,3.0 for panel shear failure and 3.0 for hanger rod connection failure. 8. W=Allowable uniform live load(pso. Panel(dead)weight has been deducted from the above loads. 9. The structural capacity of the panel assembly,tee beam hanger,tee beam connection to rod,and rod are considered. All other sturctural support members and connections must be examined independently. r METS {,... SPAN N APPROXIMATE PANEL WEIGHT PER SQUARE FOOT Polyurethane Foam Core-2 Lb./Cu Ft. - ;>�Sne�ki„�nzComlinat�ons. •..., - - -..=-�.._ _ R_es - 21' 2.10 2.34 2.59 2.59 2.83 3.08 2.5" 2.20 2.44 2.68 2.68 2.93 3.17, 3" 2.28 2.53 2.77 2.77 3.01 3.26' 4" 2.45 2.69 2.94 2.94 i 3.18 3-:43 5" 2.64 2.88 _ 31 �, 3.123,37 3.61 ' 6" _ 2.82 3.06 /•3.30. ..i' 3.30 3.55 3.79 Expanded Polystyrene(Beadboard)- 1 Lb./Cu Ft. St -- . .. .. ........ ... . ezGoetf15+ .'. ._...anraeltee �r T 2" 1.88 2.I3 2.37 2.37 2.62 2.86 2.5" N/A N/A N/A N/A N/A N/A 3" 1.96 2.21 2.45 2.45 2.70 2.94 4" 2.05 2.29 2.54 2.54 2.78 3.03 5" 2.13 2.38 2.62 2.62 2.87 3.11 6" 2.21 2.46 2.70 2.70 2.95 3.19 7" 2.30 2.54 2.79 2.79 3.03 3.28 8" 2.38 2.63 2.87 2.87 3.12 3.36 9" 2.46 2.71 2.95 2.95 3.20 3.44 10" 2.55 2.79 3.03 3.03 3.28• 3.52 11" 2.63 2.88 3.12 3.12 3.37 3.61 12" 2.71 2.96 3.20 3.20 3.45 3.69 Extruded Polystyrene Core(Styrofoam)- 2 Lb./Cu. Ft. xtrud8M, s gene Core weth G90 G Ivan zea 5feefi ;_- -= PaRe�=Skrx! omb�n�tions -uMVMMM a:.... _ _....._.._.. -»+ ,�„iI'�',m: s}t},�' •C 'tL.+?gip:::•7s'c:Te:1'4:1i:�i:i:,rr:;,:a,`':`'i.:'�:v !_•Tu•::u:•[•r-.,�,�i-a'i'a2v �i:�ii -:':ffiiGi=�.=•..,. T .:.cs^.,i- --se r.�• _ "IMP :�!. -:�i-�.•s -•-^•r.�.R,!-._.est_-iTF'=:_.__....a...- =-::.. i?L!L:. .."I• , , r.i'• 'E"' �.:i,i i n•7ar ' ,,^......�..'-..�ri��.�.r.. - '+'-.�- .....r.._ .c.:._..-._:" __: __f^.`_•:_::..___- »r-�;�tT'•i..'•:(�.,»z!,v:I�_yidl�r�i`'�a.s�c_T'.e':a'�'.iL•T?9�!: '=!F!'c,--_s...,..��....._v! 22a= .�_T. 6 2zr___ -2a f.zd__�_.E ��cknes� -.�- ._ 4" 2.38 2.63 2.87 2.87 3.12 3.36 6" 2.72 2.96 3.20 3.20 3.45 3.69 ' 8" 3.05 3.30 3.54 3.54 3.79 4.03 Page 13 Revised 11/08/00 i ESA rouals� Understandg in the Benefit pp rtrcnrlcrnfttrtllfl,lobulGintlp.......... FM Approved Class 1 Fire Rated Interior Wall and Ceiling, Panels The Hazards Interior walls and ceilings may:exhibit`tendencies for self-propagating fire spread when combustible vapors are emitted upon heating in a fire.The quantity _ - of combustibles'arid::the'maximum rate of heat released rate can start the .� self propagating process. FM Approved Class 1 fire-rated interior walls and ceilingP anels are utilized b 1_ - because of the lowered hazard from self-propagating fire spread and potential fire damage within the facility. The benefits described herein will help the end user in making a choice between (Jne of a.sertes of publications tested and certified products that meet specific performance requirements versus designed io help illustrate the those products that have no such certification or meet only the minimum code benefitsof using FMApproved requirements in some jurisdictions. -products;tncluding FM Approvals Standard 4880 Class 1 Testing Required for FM Approval Fire R�itmg of insulated INa.11 orWall FM Approval of interior wall and roof/ceiling systems to Approval Standard 4880 and Roof/Ceiling Panals_Jnlenni Finish requires testing for limited Etre spread and fuel contribution.Material flammability Materials or Coatings ani Exterior tests and a room fire test are required for all interior walls and ceilings that are inert Wall Systems faced(anything with a metal orplaster finish).For plastic interior walls and ceilings (i.e.,not inert faced),FM Approvals requires material flammability tests,a room test Benefits Of-TWA M Approval: and in some rare occasions an FM Approvals 25 ft(7.6 m)high comer test to qualify 8 FM Atipravals fiamtams accredreations for..FM Approval to 30 ft 9.1 m . Ano optional FMA Approvals 50 ft 10?m corner .,..recognize d globlly)ty OSHA and IAS PP ( ) P PP (. ) m the United States CC'Canada test ts.used to qualify plastic wall and ceiling systems previously FM Approved to 30 ft UKAS intltie United Kingdom and.is (7•6 m)forAppraval to 50 ft(15.2 m)or unlimited height.For certain systems with a Noiifed 8udy:n the EUfor Al EX: ,' noncombustible insulating cores,both corner tests may be waived based on small and CPD scale tests for Approval without height restriction. 0Oced fire:foss,<reduced..smoLe::lass; retluced,wEnd loss,reduced hail loss In occupancies where smoke sensntive;products are stored,manufactured and/or depend n on lh.e A rovalls) processed,the end user should consider Wingproducts that are ested and Approved 9 pP . Sprinkler protection maybe reduced to Approval Standard 4832,Low Smoke Yteld:Walls and Ceilings. or ehmrnated ifthe occupancy allows Benefits and Availability FM Approved interior walls and ceilings are tested for fire performance to rigorous standards.An FM Approved interior wall and ceiling will not self-propagate a fire and will not require automatic sprinkler protection for the building,provided the - - occupancy allows it. „F.11 A '�tuvals LLC FMA 11 n atsl t s nnrnrii PI � t t r 5 rtils tiin�tilr,t�,riurdt4 fnrrnJn,;lirrn{inrtrp,rry�nJcs FM Approved interior wall and ceiling panels are manufactured and available in nigh in srit,pnr7 of thV rr:tntinn drip lict,s ei - rtt A lnii...uni.us. .. Argentina,Australia,Austria, Brazil,Canada,Chile,China,Colombia,Czech pf ristunl...77nsin..... a+ 1%U)1[t0 J.Iltlt(!,!!Srl11r1C'lil+Appml'iltsdtii�ni�,u Republic,Finland,France,Germany,India,Ireland,Mexico,the Netherlands, ,..}.uialin.rrtlt,nl pr..crr�+tor+i(n lvo tra7liLn+J lr„l;illl t Northern Ireland,Slovenia,Spain,United Kingdom and the United States. b �uglr.nc�.,ilscq�ags+r�fiirmugnn..:. `'...::, b r Successes But What About... a,FM:A `>raved'hip al.iaced aneEsc v PA... :.:... :.:....:. . .....:.P,..:.:.: ...Cost: It is important to understand the product manufacturers pricing structure. . insulated Willi'rock Wonl;or.Pl,R.or,PU(1`::` :. FMA Approvals conducts technical) sound full-and intermediate-scale tet and foam are manufactured in Argentina PP Y tests performs facility audits to make certain that the same quality product is manufac- Austtalra Austria Brazil Canada; tured.This may influence the cost of the product compared to interior wall and Chile;China Colombia'Czech Republic ceiling panel that are not certified or those certified to only the minimum code Finland France;Germany India Ireland requirement(e.g.,ASTM E84). - ,Mexico the Netherlands,_North.ern_._. .. Ireland Slovenia Spain the UK and products which are capable of meeting all of FM Approvals performance criteria are .throughoutthe US If the panels are generally more highly engineered than those meeting only the minimum requirements. Approved.to:$.a.n...dard::4880,:and:are.:;.:. used as extenar wall systems then The best place to start any pricing comparison is the manufacturer's Web site. static`pressure testing siinulaung ex The Approval Guide,an online resource of FM Approvals,provides links to the petted wind loads and rests#ante 10 1001 Web sites of most manufacturers that produce FM Approved products along with traf5c'and had resistance testing are the listings for the products.That link will often get you to a pricing sheet,or at least conducted to Approval Standard 4881 - to a representative who can explain the actual cost that a manufacturer is charging Y supply. his customersStart thereand then understand that there may be su 1 chain costs . - which may add cost to the product and likewise increase its price.Since the testing 'Understand' the Benefits and certification costs for FM Approvals testing and certification services are already I his rs vn�of sere,vt pivlrcuhotr_s ro built into the manufacturer's selling price,there should be no added cost for the {tele tivrl:turdersttincl hUlr I'A9Apli....etl tested and certified product along the supply chain. roclrutscrur hell;prcyent losses rn�vrri ......': .:.' ...........::........ . 7 0 faulrty'1 vrrnvre.rrrjvrmritrvrr local codes and jurisdictional requirements. In the United States,most building to o6tam FM.APj rul vl vF.rvurnrP lint codes enforced by the jurisdictions only require the ASTM E-84 flame and smoke conrnct the F,1191,prvvuh rclirarenfa developed rating for interior walls and ceilings.This test does not replicate actual Abcloiv geometry and scale of fires in most industrial/commercial occupancies.FM Approved R►chard;F Class 1 interior wall and ceiling panels meet these minimum jurisdictional require- erron ments,and o significantly further to test and certify the Fire performance of these products. .:.T61._ (1)?0. 255`.4720.. g g Y �' Pe Fax+1 (1j781762:J375 The only currently published harmonized technical product standard in Europe 1 . �.chard:ferronQfmapprovals..corn .: ... . -' for products covered b Standard 4880 is EN 14509 for metal faced insulated wall -- a panels. Building materials in Europe are classified for reaction to fire according to a - N I 1- a Euroclasse - - E 350 i s 1 B C D E Fusing ENI 1 .. - u s A A_ SO 18 non comb s - b tibility),EN ISO 1716(heat of combustion),EN ISO 11925-2(ignitability)and EN 138 u 23 (single b ming item). FM Approvals rrn8irr=i fhr T3 r 616,6;f nor [1:......... . .. ....... >: P49119 Printed rdt15A[1.1/49) 'p:24g9 FM Approvals..... till rights iesorved,tiJMVJMapprDV3i tom' 4 rz fG+ r fMApprouais �c Building Insulations -Walls and Ceilings (FM Approval Class Numbers 4411, 4651, 4880, 4881, 4882) Insulating materials may occur in building construction to reduce heat or sound transmission through a wall,roof or floor-ceiling assembly.See Roofing Products and Assemblies Category for roof insulations. The insulation listed below may be a surface treatment exposed to the building occupancy or as core material faced with metal, gypsum wallboard,concrete or masonry. The listed assemblies are not intended as long-term fire walls or barriers since fire endurance was not evaluated.See SPECIFICATION TESTED PRODUCTS,ASTM El 19 Standard,for hourly rated systems. Exterior Wall Constructions (Class Number 4881) FM Approved exterior wall systems are Class 1 fire rated in accordance with Approval Standard 4880.Class 1 exterior wall systems may be rated for use to unlimited height,a maximum height of 50 ft(15.2 m)or a maximum height of 30 ft(9.1 m). FM Approved Class 1 exterior wall assemblies have a wind load rating expressed as a pair of inward and outward acting pressures (onward and poutward or+P/-P)determined using a combination of static and cyclic pressure tests.The rating is the lowest pair of pressures(inward and outward)attained in the static pressure test or the cyclic pressure test.The ratings are in increments of 5 psf (0.24 kPa)based on the inward(positive)pressure.The minimum rating for Approval is 30 psf(1.44 kPa)for the inward(positive) pressure.The magnitude of the pressure on the leeward side of a building is equal or higher than the pressure on the windward side so the outward pressure is based on pressure coefficients of either(-1.4P)or(-2.OP)based on an applied pressure(+P)on the windward side.FM Global Property Loss Prevention Data Sheet 1-28 is used to determine the minimum wind load ratings) required based on the building's geometry and geographic location. FM Global recognizes three(3)different wind zones referred to as Zone HM,Zone H and Zone NH.The FM Global Property Loss Prevention Data Sheets are used to determine which zone applies for a particular location.Zone HM is used to denote those exterior wall assemblies that have been qualified for locations that are subject to both hurricane force winds and missile impact from windbome debris.Assemblies may meet the requirements of either the large missile(-LM)or the small missile(-SM)impact test. Assemblies meeting the missile requirements of the Florida Building Code are further designated as(FL)after the-LM or-SM designation.Zone H is used to denote those exterior wall assemblies that have been qualified for locations that are subject to hurricane force winds but not subject to missile impacts from windbome debris.Zone NH is used to denote those exterior wall assemblies in non-hurricane zones that are not subjected to either hurricane force winds or missile impacts from windbome debris. FM Approved Class 1 exterior wall assemblies have a Hail Resistance Rating determined using tests that simulate the expected impact of hail.The ratings available are Severe and Moderate.The ratings are consistent with corresponding ratings and impact energies used in Approval Standard 4470,Class 1 Roof Covers.FM Global Loss Prevention Data Sheet 1-29 is used to determine the impact(hail)rating needed for a particular geographic location. The entries in the table should be interpreted as follows: Thickness indicates the minimum Approved panel thickness(usually wind test related)and the maximum Approved panel thickness (usually fire test related), Width indicates the minimum Approved panel coverage width(usually fire test related)and the maximum Approved panel width (usually wind test related). Maximum Height indicates the maximum continuous height of panels that may be installed(fire test related). Hail Resistance Ratings,Wind Load Ratings and Zones are described above. Maximum Support Steel Spacing is the maximum spacing between steel supports,Minimum Support Steel Thickness is the minimum steel support thickness and Minimum Support Steel Yield Stress is the minimum steel support strength required to achieve the indicated Wind Load Ratings. See the listings in the FM Approvals Standard 4880(2005)Wall-Ceiling/Roof Constructions section earlier in the Exterior Wall Construction Category for a description of each panel listed below. Products identified with the symbol have attributes that are considered to be"sustainable"by certain outside organizations. FM Approvals verifies the presence of these attributes. Specific attributes for specific products are listed in the individual listings. To facilitate a search for these products in the Approval Guide,first search by the product type you desire and then refine your search to products with It symbol. CF-Mesa, CF-Light Mesa, CF-Flute, CF-Metl-Plank, CF-Striated, CF-Santa Fe, CF-Architectural Flat, CF... ` Hail 1 Wind 1 Max i Min 1 Min ; [ Thickness/ I ; Max :% 1 Load i I Support , Support Support Wall Panel ;; Width i ;Resistance ;: ; Steel ! Securement I i;Height. I Rating& Steel !i Steel ;! e Rating I Zone }j Spacing; Thickness! Yield ; Stress }1 i ©2007-2014 FM Approvals.All rights reserved. 1 of 29 c''niplrfl'E Ei r of IYI f1pp[�U��d. . 14 ga. 2.5-6 in. ;; I_ :: i, 7 ft 0 50 i t Class i E11[0.0710 : ' i I CF-7.2 Insul-Rib, ; (50-150 { 36 in. No Class S 65/-91 in. :l €: ksi CFI-7.2 Insul-Rib ; mm)/ (915 mm) ± Limit (severe):, + ? {2135 'i �n' 1!(315 t l ( Zone H s, (1.80 i 1 I I i f f FP11 ! ; o f mm) mm)j •1 MPa). i 14 9 -6 in. ?J 502.5 Class (0,0710CF-7.2 Insul-Rib (50-150 1 36 in. No Class Sin. ksi +80/-112 1 f j{ in.CFI-7.2 Insul-Rib mm)/ (915 mm) Limit (severe); 1830 (315 Zone ( . iFP11 mm) MPa )mm)] I iI iIt' is -....___ _ _ ___... F--.- ._.__, Table Notes:Panels rated for Zone H may be used in Zones H and NH.Panels rated for Zone HM-LM may be used in Zones HM, H and NH.Panels rated for Zone HM-LM(FL)may be used in Zones HM-LM(FL),HM-LM, H and NH.See below for Installation details for specific exterior wall panels. CF-Mesa, CF-Light Mesa, CF-Flute,CF-Metl-Plank, CF-Striated, CF-Santa Fe, CF-Architectural Flat,CF-V-R€b, CF-Tuff-Cast,CF-Tuff-Wall,CF-7.2 Insul-Rib, CFI-Mesa, CFI-Light Mesa,CFE-V-R€b,CFI-Flute,CH-Striated, CF-Med-Plank, CFI-Santa Fe, CFIL7.2 Insul-Rib-installed vertically or horizontally over steel structural members as indicated in the table above. FP1 -Clip Attachment Screws(stainless steel or coated carbon steel 1/4-14 HWH self drilling fasteners with type 3 points, 114-14, 1/4-20, 1/4-28 or 12-24 HWH self drilling fasteners with type 5 points or#14-14 HWH self tapping fasteners with type AB, B or BP points through one U-Clip at each bearing in each panel side joint. FP2-Clip Attachment Screws(stainless steel or coated carbon steel 1/4-14 HWH self drilling fasteners with type 3 points, 1/4-14, 1/4-20, 114-28 or 12-24 HWH self drilling fasteners with type 5 points or#14-14 HWH self tapping fasteners with type AB, B or BP points through one U-Clip at each bearing in each panel side joint and one Fab-Lok fastener(10-4, 10-8 or 10-12 suitable for the thickness of the structural member)or Bulb-tite Structural Blind Rivets(RV6503-9-3,RV66903-9-6,RV6603-9-10 or RV6603-9-12 suitable for the thickness of the structural member)per bearing through the structural member into the interior panel facer 10-12 in.(265 mm)t 1.5 in.(38 mm)from each female panel edge through holes predrilled with a 5ti bin.(7.9 mm) diameter drill bit. FP4-Clip Attachment Screws(stainless steel or coated carbon steel 114-14 HWH self drilling fasteners with type 3 points, 1/4-14, 1/4-20, 1/4-28 or 12-24 HWH self drilling fasteners with type 5 points or#14-14 HWH self tapping fasteners with type AB, B or BP points) through one U-Clip at each bearing in each panel side joint and three Fab-Lok fasteners(10-4,10-8 or 10-12 suitable for the thickness of the structural member)or Bulb-tite Structural Blind Rivets(RV6603-9-3,RV66903-9-6, RV6603-9-10 or RV6603-9-12 suitable for the thickness of the structural member)per bearing through the structural member into the interior panel facer equally spaced[t 1.5 in.(38 mm)]between U-Clips through holes predrilled with a 5161n.(7.9 mm)diameter drill bit. CF-Flute,CF-Mesa, CF-Light Mesa, CF-Metl-Plank,CFI-Flute,CFI-Mesa, CH-Light Mesa& CFI-Metl-Plank-installed vertically or horizontally over steel structural members as indicated in the table above. FP10-Panels through fastened to each steel support with Panel Attachment Screws with Sealing Washers 3 to 8 in.(75 to 200 mm)long stainless steel or coated carbon steel fasteners with 318 In.(9.5 mm)hex washer heads and 518 in. 16 mm)diameter sealing washers;114-14 HWH self drilling fasteners with type 3 points for minimum 14 ga.[0.0710 in.(1.8 mm)jsteel supports, 1/4-14, 1/4-20, 1/4-28 or 12-24 HWH self drilling fasteners with type 5 points for minimum 3/16 in.(4.75 mm)steel supports or #14-14 HWH self tapping fasteners with type AB,B or BP points for minimum 14 ga.[0.0710 in.(1.8 mm)]steel supports through properly sized pilot holes)8.4 in.(215 mm)on center. CF-7.2 lnsul-Rib AND CFE-7.2 Insul-Rib-installed vertically or horizontally over steel structural members as indicated in the table above. FP11 -Panels through fastened to each steel support with Panel Attachment Screws with Sealing Washers(3 to 8 in.(75 to 200 mm)long stainless steel or coated carbon steel fasteners with 318 in.(9.5 mm)hex washer heads and 5/8 in.(16 mm)diameter sealing washers; 114-14 HWH self drilling fasteners with type 3 points for minimum 14 ga.[0.0710 in.(1.8 mm)]steel supports, 1/4-14, 1/4-20,1/4-28 or 12-24 HWH self drilling fasteners with type 5 points for minimum 3/16 in.(4.75 mm)steel supports or #14-14 HWH self tapping fasteners with type AB,B or BP points for minimum 14 ga.[0,0710 In.(1.8 mm)]steel supports through properly sized pilot holes)7.2 in.(185 mm)on center. -This product contains no urea-formaldehyde. a� -This product contains no CFC or HCFC. Company Name: Metl-Span,A Division of NCI Group, Inc Company Address: 1497—NKealy St,Lewisville,Texas 75057,USA Company Website: 11 htto://www.metisr)an.com New/Updated Product Listing:IlYes green Product: IYes 0 2007-2014 FM Approvals.All rights reserved. 28 of 29 itl€p€ I;i €�' fM Apprauals Primary Class of Work: 4881-Exterior Wall Systems Listing Country: United States of America Certification Type: FM Approved ©2007-2014 FM Approvals,All rights reserved. 29 of 29 CF MESA& \ LIGHT MESA WALL PANEL The Med-Span CF Mesa and Light Mesa insulated metal wall panels are well suited for exterior and interior partition wall applications.The lightly corrugated profile on both faces of the panels ensures symmetry from outside of the building to inside, and from room to room in partition • installations. The CF Mesa and Light Mesa wall panels may be used for exterior wag applications, but they are not recommended for use on exterior wags of low temperature buildings. FINISHES&COLORS CE MESA & LIGHT MESA WALL PANEL FEATURES Standard Exterior po1y�°EDFymer Exterior Profile: Mesa Wave pattern, nominal 1/8"deep Regal r White, nd Light Mesa Wave pattern, nominal 1/16"deep Gray, 9 Cool Scutpture Bronze* Interior Profile: Mesa Wave pattern,nominal 1/8"deep Vesert Beige and Cool Sculpture Light Mesa Wave pattern,nominal 1/16'deep Bronze are premium colors in 22 Ga.thidaress Foam Gore: Foamed-in-place,Non-CFC&zero ODP polyurethane,Factory Mutual Silicordzed Polyester: Class I approval • Polar White,Sandstone and Regal Gray Module Widths: 36" & 42" for Mesa and Light Mesa Profiles Note: Panel Thickness: Mesa Profile - 2 ,2-1/Y,3 ,4",5 ,6" A new expandedprem1.ium colon is alsopette avlailable for Light Mesa Profile-2 ,2-1/2',3 ,4' noncold storage buildings. Panel Lengths: 8'-0"to 53'-0" Dark calors are not recommended Exterior Facings: Nondirectionat stucco embossed G-90 galvanized and/or AZ-5A }nor-exterior color on cooler and freezer buildings. aluminum-zinc coated steel: 26 Ga.,24 Ga.and 22 Ga. ,1Ft' + 3+vary by tato,gauge Interior Facings: Nondirectionat stucco embossed&90 galvanized and/or AZAR and quantity of metal aluminum-zinc coated steel:26 Ga.,24 Ga.,22 Ga.and Type 304 stainless steel in a Interior pliant Siticonized 26 Ga.unpainted r White for 30"and tindths;Pot ter,Ig, Joint: Offset double tongue and groove with extended metal shelf for positive A2, _Jd face fastening ti �.r. fastening: Wafer head fastener and dip concealed in the side joint ' factory Mutual Approved Class i*-ft no hek t restrxtimm r 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 51.00: continued R403.5.7 Combustion and Solid Fuel Burning Appliances. Furnaces,boilers,and water heaters shall be mechanically drafted,direct vented,or power vented/exhausted per NFPA 54, 527 CMR 4,the International Mechanical Code 2009,and 248 CMR as applicable. Exception: Homes with naturally drafted furnaces,boilers,and water heaters shall meet RESNET or BPI combustion safety test procedures and the selected standard's limits for depressurization,spillage,draft pressure,and CO concentration in ambient air. R405.6.2.1 Add subsection: R405.6.2.1 Approved Calculation Software Tools. Software tools meeting the requirements of subsection 405.6 are: 1. RESeheck: Version 4.4.4 or later found at hU://www.en&rmycodes.eov/. 2. RESNET accredited software. R405.7 Add subsections: R405.7 Approved Alternative Energy Performance Methods. In addition to the IECC performance compliance path detailed in subsections R405.1 to R405.6 the following rating threshold criteria of this section are sufficient to demonstrate energy code compliance under section R405 without calculation of a standard reference design. The mandatory provisions of subsection R401.2 also apply. 1. RESNET Approved Software for the Home Energy Rating System(HERS). A HERS rater_verified index on 65 or less is required for each dwelling unit before electrical renewable energy systems are credited.Also a HERS rater verified ENERGY STAR Thermal Enclosure Checklist shall be completed. 2. Passive House Institute US(PHIUS)Approved Software:Passive House Planning Package(PHPP). Where the Specific Space Heat Demand as modeled in Passive House Planning Package(PHPP)by a Certified Passive House Consultant is less than or equal to 16 KBtu/sq ft/year. 405.7.1 Documentation. The following documentation is required for energy code compliance under subsection 405.7: 1. For HERS compliance,a compliance report which includes a proposed HERS index of 65 or less,a description of the building's energy features,and a statement that the rating index is"based on plans"will be required for issuance of a building permit. A copy of the final as built certificate indicating that the HERS rater verified index is 65 or less for each dwelling unit and a completed HERS rater verified ENERGY STAR Thermal Enclosure Checklist is to be submitted to the building official before the certificate of occupancy is issued The certificate required in Section R401.3 will list the HERS index rating of each dwelling unit. 2. For Passive House Planning Package(PHPP)verified compliance,a list of compliance features,and a statement that the estimated Specific Space Heat Demand is"based on plans" will be required for issuance of a buildingpermit. A copy of the final PHPP report indicating the finished building achieves a Certified Passive House Consultant-verified Specific Space Heat Demand of less than or equal to 16 KBtus/sq ft/year shall be submitted to the building official before the certificate of occupancy is issued.he interior design temperatures used for heating and cooling load calculations shall be a maximum of 72°(22°C)for heating and minimum of 74°(23)for cooling. .. N1101.3 thru 1104.1 Delete all. M1201.1 Add a final sentence as follows: In this chapter where the design, installation, maintenance, alteration and/or inspection of mechanical systems is controlled by one of the,specialized codes (see Chapter 1) the requirements of the specialized codes govern and enforcement shall be by a person other than the building of ficial. 8/16/13 780 CMR-Eighth Edition-223 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 51.00: continued R403.5.5 Documentation. The owner and the occupant of the dwelling unit shall be provided. with information on the ventilation design and systems installed,as well as instructions on the proper operation and maintenance of the ventilation systems. Ventilation controls shall be labeled with regard to their function,unless the function is obvious. R403.5.6 Air Inlets and Ea6austs. All ventilation air inlets shall be located a minimum of 10 ft from vent openings for plumbing drainage systems,appliance vent outlets, exhaust hood outlets,vehicle exhaust,or other known contamination sources;and shall not be obstructed by snow,plantings,or any other material.Outdoor forced air inlets shall be covered with rodent screens having mesh openings not greater than%:inch. Awhole house mechanical ventilation system shall not extract air from an unconditioned basement unless approved by a registered designprofessional. Where wall inlet or exhaust vents are less than seven(7)feet above finished grade in the area of the venting,including but not limited to decks and porches,a metal or plastic identification plate shall be permanently mounted to the exterior of the building at a minimum height of eight(8)feet above grade directly in line with the vent terminal.The sign shall read, in print size no less than one-half('/2)inch in size,"MECH.VENT DIRECTLY BELOW.KEEP CLEAR OF ALL OBSTRUCTIONS". Exceptions: 1. Ventilation air inlets in the wall>3 ft.from dryer exhausts and contamination sources exiting through the roof. 2. No minimum separation distance shall be required between local exhaust outlets in kitchens/bathrooms and windows. 3. Vent terminations that meet the requirements of the National Fuel Gas Code (NFPA 54/ANSI Z223,1)or equivalent. 8/16/13 780 CMR-Eight Edition-222.2 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 51.00: continued I Q=.03xCFA+7.5x(Ner+1)-0.052xQ,xSxWSF i Where: CFA is the conditionedfloor area in sq ft Ne, is.the number of bedrooms Qso is the verified blower door air leakage rate in cfm measured at 50 Pascals S_ is the building height factor determined by this table: stories above grade plane 1 2 3 S 1 1.32 1.55 WSF is the shielded weather factor as determined by this table: County WSF Barnstable 0.6 Berkshire 0.52 Bristol 0.54 Dukes 0.59 Essex 0.58 Franklin 0.52 Hampden 0.49 Hampshire 0.59 Middlesex 0.55 Nantucket 0.61 Norfolk 0.52 Plymouth 0.53 Suffolk 0.66 Worcester 0.59 R403.5Z to R403.5.7 Add sections: R403.5.2 Verification: Installed performance of the mechanical ventilation system shall be tested and verified by a HERS Rater,HERS Rating Field Inspector,an applicable BPI Certified Professional,or a BBRS approved third party and measured using a flow hood,flow grid,or other airflow measuring device in accordance with either RESNET Standard Chapter 8,ACCA Standard 5,or other BBRS approved standard for air flow measurement. R403.53 Air-moving Equipment,Selection and Installation. As referenced in.ASHRAE Standard 62.2-2013,Section 7.1,ventilation devices and equipment shall be tested and certified by AMCA(Air Movement and Control Association)or HVIome (H Ventilating )ntriatin Institute and the certification label shall be found on the product.Installation of systems oreq p ui ment shall be carried out in accordance with manufacturers' design requirements and installation instructions.Where multiple duct sizes and/or exterior hoods are standard options,the minimum size shall not be used. ,. R403.5.4 Sound Rating. Sound ratings for fans used for whole building ventilation shall be rated at a maximum of 1.0 sone. Exception: HVAC air handlers and remote-mounted fans need not meet sound requirements. There must be at least 4 ft of ductwork between the remote-mounted fan and intake grille. 8/16/13 780 CMR-Eight Edition-222.1 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS j 51.00: continued R862.4 Add this text to the end of the second sentence: .`or utilize the American Wood Council(AWC)Maximum Span Calculator for Wood Joists& Rafters found at hto://www.awo.orgJcalculators/span/calc/timbercalcstyle.M R802.5 Add this text to the end of the second sentence: .or utilize the American Wood Council(AWC)Maximum Span Calculator for Wood Joists& Rafters found athgp://www.awc.or calculators/snan/calc/timbercalcst lie ash R901.1 Add a final sentence as follows: In roofing and reroofing,the energy conservation requirements of Chapter 11 must also be satisfied. R905.1 Add a final sentence as follows: Where there is a discrepancy between the requirements of this section and the manufacturer's printed instructions or code evaluation report,the manufacturer's printed instructions or code evaluation report shall govern. R906.1 Add a final sentence as follows: In roofing and reroofing, the energy conservation requirements of Chapter 11 must also be satisfied. R1001.1 Add a second sentence that reads: Chimneys shall be structurally sound,durable,smoke tight and capable of conveying flue gases to the exterior safely. R1003.11 Add a second sentence that reads: Liner size, length and installation shall be in accordance with this code or the appliance manufacturer's requirements as applicable. N1101.2 Replace as follows: N1101.2 Compliance. Compliance shall be demonstrated by meeting the requirements of the International Energy Conservation Code 2012 with these Massachusetts amendments: R402.4.1.2 Replace the third sentence as follows: Testing and verification shall be done by a HERS Rater,HERS Rating Field Inspector,an applicable BPI Certified Professional,or a BBRS approved third party. R403.2.2 Add this note at the end of this section: Note: Postconstruction or rough-in testing and verification shall be done by a HERS Rater, HERS Rating Field Inspector,an applicable BPI Certified Professional,or a BBRS approved third party. R403.5 Replace as follows but retain R403.5.1: R403.5 Meebanical ventilation(Mandatory). Each dwelling unit of a residential building shall be provided with continuously operating exhaust or balanced mechanical ventilation that has been site verified to meet a minimum airflow per 1. the Energy Star Homes'Version 3 or 2. ASHRAE 62.2-2013 or 3. the following formula for one-and tw6-family dwellings and townhouses of three or less stories above grade plane: 8/16/13 780 CMR-Eighth Edition-222 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 51.00: continued R403.1.6 Add the designation"A 307 or other applicable steel"before the word"anchor bolt"in the first sentence of the second paragraph.Also,after the words"anchor bolts"insert the text"installed in accordance with the manufacturer's printed instructions." R404.1.7 Add a last sentence as follows: Backfill material shall be free draining and free of organic materials,construction debris,cobbles and boulders, shall be placed in lifts not exceeding 12-inches and shall be mechanically compacted. R406.2 After the last paragraph(on membranes)add this paragraph: Through-wall formwork ties shall be removed from both faces of the foundation walls which enclose basements, cellars, below-grade garages or any space having the potential to be converted to useable or occupied space. Remaining holes shall be patched with hydraulic cement. R408.7 Delete the exception. R502.2.2 At the end of this paragraph add this text"and no live load acting on the interior span." R502.3 At the end of the second sentence add this text: .,or the American Wood Council(AWC)Maximum Span Calculator for Wood Joists&Rafters foundath ://www.awc.orgcalculators/sRan/calc/timbercalcstyle asg" R502.11.1 Replace"registered professional"with"registered design professional". R506.1.1 Add subsection,exception,and associated table: R506.1.1 Control Joints. Slabs shall be constructed with control joints having a depth of at least one quarter of the slab thickness but not less than one inch(25 mm). Joints shall be spaced at intervals not greater than 30 feet(9144 mm)in each direction. Control joints shall be placed at locations where the slab width or length changes. Exception. Control joints may be omitted when the slab is reinforced in accordance with Table R506.1.1. Reinforcement shall be placed at the mid-depth of the slab or two inches (51 mm)from the top of slabs greater than four inches(102 mm)in thickness. Table R506.1.1 Maximum Dimension of Slab or Distance Between Control Joints ft Slab Thickness in. 'F Wire Spacing(in.) WWF Wire Size Designation(in.) 3.5 4 4.5 5.0 42 36 32 29 26 1 24 6 x 6 W1.4 x W1.4 59 52 4642 38 35 6 x 6 W2.0 x W2.0 86 75 67 60 55 1 50 6 x 6 W2.9 x W2.9 R602.10 Add a second exception as follows: Exception 2. Unconditioned single story rooms,of areas less than 600 sq.ft.,where the main dwelling is connected to the room via an exterior door or slider and no other openings between the main dwelling and room exist(i.e.thermally isolated). 702.3.5.1 Add subsection: 702.3.5.1 Ceiling attachment. Only designs or methods that use mechanical fasteners in accordance with Table R702.3.5 shall be used for attaching gypsumboardto ceilings in buildings governed by this code including manufactured buildings. Alternative designs,such as using adhesive only,are not permitted. 2/4/11 780 CMR-Eighth Edition-221 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS 51.00: continued M1301.1 Add a final sentence as follows: In this chapter where the design, installation, maintenance, alteration and/or inspection of mechanical systems is controlled by one of the specialized codes (see Chapter 1) the requirements of the specialized codes govern and enforcement shall be by a person other than the building official. M1303.2 Add subsection: M1303.2 Solid Fuel-burning Appliance Labeling. Solid fuel-burning appliances (see Subsection M1303.3 for Central Heating Appliances)shall bear apermanent and legible factory- applied label supplied to the manufacturer and controlled by an approved testing agency;such label shall contain the following information: 1. Manufacturer's name and trademark; 2. Model and/or identification number of the appliance; 3. Type(s)of fuel(s)approved; 4. Testing laboratory's name or trademark and location; 5. Date tested; 6. Clearances to combustibles: a. Above top b. From front c. From back d. From sides 7. Floor protection*; 8. National test(listing)standard(s);and 9.- Label serial number. *If floor protection information is not on the label,it will be acceptable if contained with the User/Installation Manual. M1303.3 Add subsection: M13033Solid Fuel-burning Central Heating Appliance Labeling. Solid fuel-burning boilers or warm air furnaces shall bear a permanent and legible factory-applied label su lied to the P gPP manufacturer and controlled by an approved testing agency;such label shall contain Subsection M1303.2 items 1.to 9.and the following information: 10. Type of appliance(boiler or warm air furnace); 11. Boilers,pressure vessels,and pressure relief devices must be stamped in accordance with M.G.L.c. 146,§§24 and 34. M1401.1 Add a final sentence as follows: In this chapter where the design,installation, maintenance, alteration and/or inspection of mechanical systems is controlled by one of the specialized codes (see Chapter 1) the requirements of the specialized codes govern and enforcement shall be by a person other than the building official_ M1401.6 Add subsection: M1401.6 Solid Fuel-Burning Heating Appliances. Solid fuel-burning heating appliances include,but are not limited to:room heaters and stoves,fireplace inserts,furnaces and boilers. The fuel for such appliances includes,but is not limited to:wood,wood pellets,coal,nut shells, and corn. Solid fuel-burning appliances shall be tested and listed by approved agencies and installed, operated and maintained in accordance with such listing, the manufacturers' requirements and otherwise conform to the requirements of this chapter or those found in the International Mechanical Code. Notes: 1. No solid fuel-burning appliance shall be installed in Massachusetts unless such appliance conforms to all applicable requirements of this chapter,including the testing and listing of all clearances to combustibles and identification of required floor protection. * .2/4/11 780 CMR-Eighth Edition-224 m w IECC Residential New Construction Flow Chart <1 Prescriptive Path Performance Path Permitting- Permitting- 1. RESchec k V4.4.4 or later or RESNET(only HE RS Rater can i. Projected HERS soore(per HERS Program) wuse RESN ETsaftware) accredited software(NR405.6.2,1) 2. Proof of Hers Certification in good standing C:� 2. ACCA Manual J Calculations(HVAC Load calcs) (M312.1) 3. ACCA Manua I J Calculations(HVAC Load calcs)(M312.1) 0 H 3. ACCA Manual S Calculations(HVAC system sizing) 4. ACCA Manual S Calculations(HVAC system sizing) (M 312.1) Q (M312.1) S. ACCA Manual D Calculations(Ductwork design)(M603.21 H 4. ACCA Manual D Caiculations(Duct work design) 6. Mechanical ventilation information(NR 403.5) } (M603.2) 3 S. Mechanical ventilation information(NR403.5) Rough Frame- 0 1. IECC Air Barrier and Insulation Installation Checklist - • Rough Frame- Signed by qualified 31 party(NR402A) 1. IECC Air Barrier and Insulation Installation Checklist - 2. Energy Star 3.OThermal Enclosure Rater Checklist inspected Signed(NR402.4) and signed by qualified 31d party(per HERS Program) 2. Duct leakage Test with total leakage of<4%-Signed by 3. Duct Leakage Test with total leakage of<4%-Signed by qualified 3rd party(NR403.5) qualified 3nd party(NR403.2) • Final- 0 I. Completed IECC Air Barrier and Insulation Installation Final- °r-' Checklist -Signed(NR402.4) 1. Completed IECC Air Barrier and Insulation Installation Checklist -Signed by qualified 3'dparty(NR402.4) CO7t 2. Mechanical ventilation test-Signed by qualified 3'd alparty{NR403.2) 2. Blower Door Test Results-Signed by a qualified 3'd party. r` Certificate must have registry ID(N R402.4.1.2) 3. Blower Door Test Results-Signed by a qualified V party {NR402.4.1.2) 3. Mechanical ventilation test-Signed by qualified 3rd,party (NR403.5} LO 4. Post Energy Compliance Label to electrical panel 4. Energy Star 3.0 Thermal Enclosure Rater Checklist r� (NR401.3) completed and signed byqual'ified 3'd party(per HERS program 5. Post Energy Compliance label to electrical panel (NR401.3) m c� "2012 IECC MA amendment also allows for an Approved UA Alternative Energy Performance Method.(NR405) r- 1 pORTfi W. ? , _ ,6 : 1c ve, 0 •�� yam. h ver, Mass, COCNIC"&WICK y1. • A°RATED 1''4P��(5 s U BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT e. ZN BUILDING INSPECTOR has ermission to erect buildings on ... .�.. tT Foundation p ....... , ........ ...�.......... Rough to be occupied as ........ ..6 .n......... t.d(.....6. .......0 Chimney provided that the person accepting this permit shall in every respect conform to the ter f the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6'MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI Rough Service ................. ...... ........... ................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. Fax 7819335645 Dec 23 2014 09:36am P001/001 CORUx OP ID:TD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) T12/23114 HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF'INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(&), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the POlicAles)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement, A statement on this certificate does not confer rights to the Certificate holder In lieu of such endorsement(s). PRODUCER Phone:781-935-8480 CONTACT DeSanctis Insurance AgOy,Inc. NAMI;; 100 Unicom Park Drive Fax:781-933.5645 PHONEEjqFAX Woburn,MA 01801 e-MAIt c No ADDRESS; PROTIiME •METHU-1 Methuen Construction Co.,Inc. INSURERISI AFFORDINGCOVERAGE NAICB INSURED INSURERA:Libe Mutual Insurance Cos. Salem, Lowell Road INSURER B:Starr Indemni &Liability Co Salem,NH 03079 38318 INSURER C: INSURER 0; INSURER - INSURER E! IN URERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 R TYPE OF INSURANCE D POUCY NUMBER POU F MOLL P LIMITS ®ENERAL LIABILITY i EACH OCCURRENCE $ 1,000,00 01 A X COMMERCIAL GENERAL LIABILITY TB2711260415014 07/01/14 I 07/01/15 PREMISESa occunerm $ 300,00 CLAIMS-MADE a OCCUR MED EXP(Any one raon) $ 10,00 X Blkt Contractual PERSONAL&ADV INJURY $ 1,000,00 X XCU Hazards GENERAL AGGREGATE S 2,000,00 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X PRO LOC AUTOMOBILE 4ABIUTY COMBINED SINGLE LIMIT A X ANYAUTO AS2Z11Z60415034 07/01/14 07/01/16 (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY(Per person) S SCHEDULED AUTOS BODILY INJURY(Per ecddenQ S HIRED AUTOS PROPERTYDAMAGE $ IX (Perad2m)NON-OWNED AUTOSS $ $ UMBRELLA UAB X OCCUR EACH OCCURRENCE S 10,000,00C X "CESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,00 DEDUCTIBLE 100021047 07/01/14 07/01/15 X RETENTION $ NONE WORKERS COMPENSATION $ AND EMPLOYERS'UABIUTY X WC 3TATU- OTH- A ANY PROPRIETOR/PARTNEWEXECUTIVE YINC2Z11260415044, 07/01/14 07/01/15 J!2gy Ll OFFICER/MEMBER EXCLUDED? 0 N/A E.L EACH ACCIDENT S 1,000,00 (Mandatory in NN) ALL STATES BUT MA, NH E.LDISEASE-F1IEMPLOYEE $ 1,000,00 "re"e5aiho under DRIPTION F OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (AtMrA ACORD 101,Antllnonal Remarks Schedule,if more space Is required) r'ADDITIODTf►L INSUREDS LIMIT$ ARE NO GRE ATER THAN THOSE 12EQUIRED BY WRITTEN CONTRACT" Ra: Baken Joy. Town of North Andover is listed as Additional Insured. Fax: 978-688-9542 CERTIFICATE HOLDER CANCELLATION NAN DO-2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY P VISION$. 384 Osgood St North Andover, MA 01845 RUTH RED REPRESENTATIV ® 9 2009 A RD CORPORATION. All rights reserved_ ACORD 25(2009109) The ACORD name and logo are registered n6rks of ACORD The Commonwealth o f.Massachusetts - Devartm int of TndusttiqiAccicienis Office of Invesdgaflons 600 Washington Sheet Boston,lY1A 02111 V m mass gov/clia Workers' CompensationTmurance Affidavit:Bu lders/Contractors/Ble4,tilexaanslPlumb r Please Firb at X. .A licant�nforanation ..��,, Name(Business!organization/Individaal): 1�n Address:-A City/State/Zip:�� .�,c�� W1.1�- Phare#' ��O� a2- ' �� - Type of project(required): Are you an employer?Check the appropriate b x: 4• (+� I am a general contractor and I 6. �ew construction 1,El I am.a employer with__� have liir:edthe sub-contractors employees(full and/or part Vie).• hated on the attached sheet.'-' 7. [l Remodeling 2.❑ I am a soleproprietor or Partner- These sub-contractors have S. Q Demolition ship an&liave no employees workng forma inany capacity. workers'comp.insurance. 9. Q B` uilding addition (No workers' comp.jnsurance 5. ❑ We area corporation and its 10.Q Electrical repairs or additions officers have exercised iheir required.] light of exemption per MGL 11.[]Plumbmg.repaars or additions 3.E1 I am a homeowner doing all work no 12,Q Roof repairs c.152,§I(4), d.we,have myself.[No workers, orkers comp. employees.�N•o workers'insurance required.]? 13.Q Other comp.b=ancorequired] Any applicant that checks box#1 mustalso M outthe sectionbelew showingtheir workers'compensationpolieyinfarmation. 'Homeowners who submitthis affidavit indicatingthey ire doing all work and then hire outside contractors mustsubmit a new affidavit indicating such. TContractors that ehecktbis box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.�olzcy information. yam are employer that ispr'oviding workers'compensation insurance for•my employees, Below is thepodicy and jO bs it6 information. Insurance Company Name: Policy#or Self-ins.Lic.#/: �� c�2—�lP)Cp 0-4 1)04 J4 ExpixationDate: . ` I -� City/State/Zip: P-) ArC��2- Job Site A ddxess• Attach a copy of the workers'compensation-policy declaration page(showing the policynumber and expiration date). Failure to secure coverage as requixed.under Section 25A of MGL o.152 can lead to the imposition of criminal penalties of a fm 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 fc, 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, ^ X do 1 ereby cel Unde the p ins and enaltiesf perjury that the information provided above is tate anti correct. Date: C Si a e• ` ' Phone# c0 03 � � a CQ 031 Official use©rtily. Do not write in this area,to be completed by city or town of elill City or Town: Permimicense# IssuingA.uthority(circle one): epartment 3.City/Town Clerk 4.Electrical inspector 5.PlumbingXnspector Z.Board of Health ?.BuildiugD 6.Other - Phone U. Information and Instructions ' Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire,• express or implied,oral or.written:' Ala employei is defined as"an individual,partnership,association,corporation or other IEgal entity,or any two oxmoxe of the foregoing engaged in a joint enterprise,and including the legalrepxesentatives of a•deceased employer,or tlr.e receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwallinghouse of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth.for any applicant who has not produced.a.ceeptable evidence of compliance with,the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states`Neither the commonwealth nor any of its political subdzvisions shall enter into any contract fbr the performance ofpublic work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phonenumber(s)along with theircertificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are notrequired to carry workers'compensation.insurance. If an LLC or LLP does have employees,apollcyis required. De advised that this affidavitmaybe submitted to the Department of Industrial Accidents fo;confirmation o£iuzsurance covexage. also be sure to sign and date the affidavit. '.the affidavit should be returnedto the city or town that the application for thepermit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self insurance license number on the appropriate line. ` City or Town Offfeials Please be sure that the affidavit is complete and printed legibly. The Departmenthas provided a space atthe bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please)be sure to fill in the perlmit/license number whiehwill be used as a reference number. In addition,an applicant that must submit multiple permit/licenso applications is any given year,need only submit one affidavit indicating current policy information(ifnecessary)and under"Job Site Address"the applicant should write"all locations is (city or town)."A copy of the affidavit that has b een officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit id on file for future permits or licenses. A new affidavit must be filled out each year.More a home owner or citizen is obtaining a license ox permitnot related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc)said person is N•OTrequired to complete this affidavit. The Office of Investigations would like to thank you in advance fox your cooperation and should you have any questions, please donothesitaieto giveus a call. The Department's address,telephone and fax number: Tho COUVA011WORML Of as a ►v.<SPt DepartmeU.t OffhJuddal Acoldanta (rice of - maugaa .xa 6bQ Waftgtw fret$ Bcstw,MA 02111 Ta, 617-72Z,4900 apt 406 of 1-$7M�:SAFE Revised 5-26-05 Fax#617-727-7749 Ww-MMS,govAna y' Massachusefts -Department of Public Safety Board of Building Regulations and Standards Construction Supenisor License: CS-087909 DENNIS LUCIA 3 NATOWICH WAY SALISBURY MA=0195g �4 Expiration Commissioner 09/04/2015 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8a'edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Bake N Joy Cooler and Adjacent Panel Room Installation Date: December 18,2014 Property Address: 351 Willow Street South,North Andover,MA 01845 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Installation of prefabricated insulated panels with associated utilities for cooler and rack rooms. I Daniel DiLullo, MA Registration Number: 6033 Expiration date: August 31,2015,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Entire Project Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. �EaEo�n�ti. t C of No.6U33 META o Mns u ii �0 Phone number: 781-662-3498 Email: dilulloinc@comcast.net Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description.