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<br />�H1 t (,Y, R 1 REUUIRED _ -_ I !�, REOUREO - / f�, THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. NC. REPW / 2032. AS PROTOCOLS TAS-201, IT R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VEF4FY THE SOUNDNESS OF THE STRUCTURE WANE SHUrrER In � T
<br />_- .._.� 1,y' __1 - Ey { LILY.___. .�.��,.�_I _�-1,., .- 'lFJ { _ �JM. tA5-707 AND TAS-70}. 15 T ARACHt'D TO INSURE rROPFR AVC .THIS SHUTTER SFIALL ONLY ATTACHED iD CONCRRE, &OCK Q ••�� °� Y
<br />I t �j . iuk, L...__-. EL1NT I S. ...I I, I LOir ; _I fONT 1 UTO n115 SYSTEM IK5 BEEN OF.SIGHE7) 10 Bfi eISTALLED ON THE OUfSllx OF THE OPE'HNG ACCfSSNG THE OPENNG rpOM tt1E OR FRAME BORINGS
<br />�) INSIDE W O ME USE OP A LADDER OR LIFT THIS APPi IEA7loN 15 VALID WHEN ,F15tAtiAl*F, IS INTENDED TO Br PERFORMED t ME INSTALLATION CONTRACTOR IS TO SIN./CAULK AL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS QI a -
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<br />j 1 1 I a - {,� FROM n2 nIS1UE 41 STRUCTURE. 2 IE
<br />Ij CONTACT WITH THE BUn-DNG 10 PREVENT WtNO/RNN INTRUSKA CAULK AND SEAL SHUTTER TRACKS KI MOUND FULL � L
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<br />; l' Ala. GLASS '--All (fQ 3o�¢a 1• A �`• (el a,REAA[ - IO NAm ]. SERIES 1000 NSTALATION IS APPLICABLE TO SINGLE' AND COOKIE MORE, STYLE WINDOWS WHEN INSTAIATION 'S REQUIRtO ILA OLCTI(•-a - .�I
<br />PAMEL LENGTH a wen ,n I PANEL LINCIN ON S.at, .H 1� ° � PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMMIT WITH SPECS INDICATED IN THIS DRAWING rLUS ANY IAAt De,C AND 20N,NG 3 -
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<br />I IS12 NOTE , BLLOWI PANEL LINDEN (8Ct NOTE I BELOW) i 1• Max. - f]f61MK I Oh 1DI¢T 14 I REGUI AtgA1S PROVIDED [fY TILE JVNiSpiC LION WHERE PERMIT IS APPLIED T0. 07 �
<br />PANEL LEIKRH /. SEJRLS 2000 INSthii IION IS NTH 7 G
<br />GUTA10 '•I f3►AIeIION •"l9arPcicaas� _ (SCC NOTE , eki CRT Wnro CLARIF O.I O'er i- Yo.. INSTMIAIION IS R[Ol.IMED TO Or PERFORMED FROM THE INSIDE OF STRUCTURE 14. AT" WINDOWS AND OOORS, INC. E - Z HANG STORM PANEL SYSTEM•- 15 PATIENT Pa.OBC
<br />-I 1D qAp '�T (SEE NOTE 1 BELOW) ERRWFG J 'L' 4na. APPLICABLE 10 SINGLE AND DOUBLE MIME AND (iOiRlOHIA SIibFRS S7YLF WINING WNEH L„3 C2
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<br />Ct/Af IY 1m I �u -' W l..T I (a War li) (SEE NOTE I U.OwI / "k PANEL LENGTH UwNu4 EXTRUSIOA]5 TO BE 8061-T6 ALLOY AND `fMPF�1 UNLESS OTHERWISE NOTED) ) (PLC D
<br />4 wYi 14) 1(L•R-2At• 1 L I wl wlCi ,H - I ._20KT- i
<br />_.: _ _ 1 I E7J5TIEIG (,.•W-20.1• (SET' NOTE I RlOW) 5 6I .(= _-
<br />' S.1 Y.E. 11 TII - S5 YS W '- _ • . .1J B• /Y 1 Al A 5 (O tH15 PRODUCT EVAU•NT10N DOCUMENT PPFPAp[D BY Tntj ENGNEER IS OENEAK, AND DOES NUT PRU.'IOI' d•' .-�
<br />. t :\ f_ ..1 _. r' I A i r-� -- I Gt/SS S A. . 3/]2. L 1. AVyNU4 SHEET METAL USED Al CLOSURES $WALL HAVE 3105-NI. ALLOY. (h) CON�,WMrORNTO BEARESPONSIBLEMFO OJ FCt)I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PE.O (/7 I--
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<br />'t:... ' E' T' j JSELECTION.PURCHASE AND INSTALLATION INCLUDING LW[ SAFETY OF r0 _
<br />). ALL STEEL SHEET META PANELS SHAL1 HAVE STRUCTURAL QUALITY STM_ ASTM A-853 GRAO:_ 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PLO PROVIDED HE/Slit DOES NOT DEVIATE FROM THE CONDITIONS OFIALLED ON . U
<br />i 1, -� I ; , A•A FAIKT]N '� `. -.4.. I � I DESIGNATION W/ry- 58.5 ka; (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFELY At S(IF IS THE CON'RACTOR'S RESPONSIBWTY.
<br />1 MIN TI(ACWEC i ,
<br />PENETRATION AT - I , 8 ALLSCREW$
<br />TO BE STAINLESS STIR 304 OR 316 ASS, SERIES OR CORROSION RESISTANT COATED CA3]HON MEE1 AS PER DIN (r) THIS PRODUCT EVALUATION DOCUMENT WILL I* CONSIDERED INVALD IF wo,ortED
<br />MIpnOTN M Pun 5001a W/ 50 bI YIELD STRENGTH AND 90 Ae, TENSILE STRENGTH AT SHALL COMPLY W/ FLORIDA OLMONU CODE SECTION 2411.J.3.A
<br />j I (gyp i ('Z I �- I I (e) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />•' (•G(P '�Jj , (1) 6- �.,, N BOLTS TO BE ASIM A-307 GALVANIZED STEEL, OR ASI 504 SERIES STAINLESS STEEL. WITH 36 Nu MINIMUM YIF]D STRENGTH 8ECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />-� _ -I---T I : I - L� I.ISE (IF THE PS D. ENGINEER OF RECORD, ACTING AS A DFLiGATEO ENGINEER TO THE P,E.D. ENGINEER, SHALL
<br />!--�i !A ' -_;,_ `T 11 ! 1°. ANCHORS TO WALL SHALL BE AS FOLLOWS: SEMWT r0 iµ5 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />^. i .I - , :�--I E>OSTMIC PQLEBC()'-- (•) THIS PFO SHALL BEAR 1NC (LATE AND ORIGINAL SfA AND SIGNATURE OF MF PROFESSIONAL ENGINEER OF
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<br />- ) 0 , a r -. _ ..-. 1/4'r TAPCDN ANCHORS A$ MANUFACTURED BY ITW BIRLDE%. INC (MN. fI.3192 D. R...) RECORD THAT PREPARED R
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<br />');81 . 3/STY .nwc wU, "6'.. 3/32' W4(C 1--L..._-_-- 1 - )na.3/]7 WINO Nul 1 . _'I -'.L ' - �14- 10 PANEtMAIE FCAW.E ID a PANELMATE %.JS ANCHORS. AS MANtWAC7UIK0 BY ELGO CON5IMICI'KNI PROOUCT5.4EA 1 TI 1/2' O.0 EO E'0,�•� AC HENCE WRH 5EC110N 1709.8.3 f%' FI ORDDA BUeLDIHG COGC ONF IABCI SHILLl BC PLACED FOR EVEttr OPEiNNG
<br />1IIASIeCR •11 I/7' O.e I Nln wASMfl (M,YI,10) I TION AT II6, CI C 21A41ER ( ) YA ' Y1000 PLATE I _ . _I + 7 6 r A !/a2 WMG y0i 2'.1' WOG(l PLATE 7/B 1 I(1'e.aS50 v R t) IABEUHf, t0 COMPLv WTTN SECTK]HN ,709 9.2 OI THE RORN)A RUILdN<: COOC/ • ILP'LO4 • •' OC .-Y 4_ 1. __.-- 1 I _ .�1 4'. 11PCa1 / e' oC I I r TAPCON / a• Or j/, I/Y YwTHREAD(C A1) MlµyU I EMBEDMENT OF TMCON ANCHORS INTO POURED CONCRETE SHUIN. K 1 ] 4• AND 2• FOE+ PµEWATE
<br />AGCL11[D M/ S1U0)ENDER / ' 'r 3 3/a2' MNO NUT FEM LE 10 k PANELMATE PLUS./(STACAEIIFD �VHRFADCO IOF II /2' YIN THKADEO d PLATEIF REQUINEO WASHER O B ,/1' 0C- REOWMD WASHER • (BEYOND)
<br />// //;44'CTRATTMI AT MIOODY. I Al P[NETRATgFIAf MOWIOTH .WOW IRA([ - 4' IT % , 14Allp PUTT OF PLATE ) A2) MNIMUM EMFlE1)4EN1 OF i/1'r W )/B' CALK -IN ANCHORS 'SHALL BE IS 7/e" INFO CONCRETE. NO E4BFUMEM INEO
<br />R[0 pr:WwFf; /T1-10 PANELIAn PLUS j14-10 PAIkL MATt PI US ANY FINISH MATERAL SMALL OF. PERMITTED
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<br />RtWA]rn Ww[U WALL MOUNTING INSTALLAI142i WALL MOUNTING ( // t/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SWOULD ANY FINISH MATERIAL EXIST TO ENGAGE 3,rt'
<br />NSIALLAILQN MN. UREA C0 PENETRATION ; MN. THREADED PO.ETPwT10N i )
<br />AT MERAMTH OF Pun AT MIDWIT0TH Of P:An INTO ANCHORS. A.....,.,,.,NillrNr
<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALIESNAILYE ZIW_4_.HEGULAR PANEL ALTERNATIVE 7BW I p A T/
<br />ALTERNATIVE SAW w -"' "' O LIFE SAFETY PANEL `�tt...• .14;;,s,
<br />ALTERNATIVE 10 WALL MOUNTING INSTALLATION NTING NST A.,) RI EASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND OM ', E EXISTING WALL. OR p ✓ a
<br />O REGULAR PANEL O LIFE SAFETY PANEL KALE 3;6•_1` 1KAL1. IdQld I AIWI-QN FLOOR. WILORS SHALL SE LONG ENOUGH 10 REACH THE MAN STRUCTURE REMIND` SUCH PANELS. ANCHURACE SHALL a -1.'' V,\CEI ' 9
<br />SCALE 3/B'-1' SCALE 3/A' .....I...Ny,M, I ALTERNATIVE BA A"00.IHMI....rr AIITEl�IIVE RAW BE AS MENTINED IN A. t} AND IN A2)� a F '.
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<br />P.' VGENSF 3: `�G Sf FLORIOA BUILDING CODE NI h Vnloc it Nurrlcane Zone *' FLORIDA BUILDING CODE (High Velocit NUT cone Zon•
<br />�.; �, i FLORIDA BUILDING CODE (High Velocil Hurricane Zon• ( 9 Y ) t
<br />I INSTALLATIONS Ali[ ONIV VALID FOR BUIL(NNGS WITH A,$ 0 OLSKM LOW' - 1/4' . TAPCON ANCHORS AS MANUFACTURED BI ITW OUILDCX. INC -
<br />uP To ,555. -720 PSF AND PANELS LLNCTN UP 10 e'-9' Artolt�4
<br />- 12O29 I. -I. Nc rP �; _ 44167 IrIo10 mrzca flr. F.P. - 1/A' r x )/e- CAIJ(-IN ANCHORS- AS MANUFACTURED lF'r OEwALT INC (1'm.iSW p.A i.) - A. Y[` S u7oie 1lTiLO rM: FP
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<br />IN:IEi: L TRACKS AT TOP a PANFLMATE PLUS OR 15' LONG
<br />1 BOTTOM W/ PANELYATES.
<br />(2) rEo PANELS JAL ALWAYS f. - 2 HAND SFOft PANEL SYSTEM CON5ISING Of PANfI. • (2). U40 PANELS SMALL ALWAYS 81 CONNECTED TO EK1511HI' SILL WALL BY
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<br />Cont. TRACKS TOP !BOTTOM, ('i2}1
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<br />(�, SHALE BE PROVIDED
<br />AT TOP Of SUCH PANELS SHALL BE COIle1E'CTEp TO W/ 1/4•r-70,3//4 S. W/ 1/ • 3//]2'
<br />WING NUT OR 1z•-200 Min. fHUMBSCREW INTO TAPPED 1 (EkCEPT AS
<br />(J). I, END PANELS ARE CONNECTED TO QOTTOM TRACK, COIMEC-ON SHALL CONSIST OF (IESCRtWO ON igTE (]) CLOW)
<br />I /'0-20,3 4' M. w 7 B'rx N 1/4 'SA A• t / 5 // 3 JI WING W OR3/ An THUMBSCREW INTO TAPPED BOTTOM TkACN LOCATION OF FASTENERS WAY BE AT EITHER OF TWO (3). COTE GASES WHEN ENO PANELS ARE USE JOINTLY' W/ 15• LONG (� AT
<br />EXTERIOR FLAT FLANGES OF END PANEL �TTO4 ERIT END PANELS ARE NOT Ca'NECrED TO BOTTOM TRACK 2 ,SC STOP BW
<br />(•) IN CASE TWAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (ie. A STOP BAR V BC PROWHEN
<br />At TOT+ OF SUCH PANELS
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