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I I : 'I L . I ! 1111! , I 1111111-pli 1!
<br />ANCHORS (SEE SECTIONS ON SHEETS 17. 1& 1$ & 20)- _-_-7
<br />'3: MAX. 46/17. wiII. AIIAI`t 4107. 9111/111. 3' 1".
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<br />ANCHORS (SEE SECTIONS ON SNEER 17, 10. 19 *20)-----
<br />OPTION J2 FOR IJEE SAFETY STORM PANEL(I ELEVATION
<br />SCALE.V16-.1- qr I,AA AM,
<br />Isw
<br />GAIN. Img_w� a" wMat Soft?, TGRQ
<br />pwa
<br />7W)
<br />SECTION A -A
<br />SCALE 311ir-1-
<br />MAXIMUM A.S.D.
<br />Me.. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (pe.f.)
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />1
<br />+55.0. -72.0
<br />$'-a'
<br />2 3/4"
<br />1 UNBOLTED
<br />VAX.
<br />PANEL LENGTH
<br />MEE SCHEDULE)
<br />_y4'1APCCN ANCHORS
<br />It.04,
<br />71.1M."001L,
<br />STE
<br />BLOCK REOIAREO
<br />-0
<br />1
<br />win OK
<br />- 10- PP
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />TAPOON N4c"m IL4 1 4
<br />11 Cc ;TAPOON ANCHORS TAPOON ANCHORS
<br />O D.C. e r D.C.
<br />POLLIn CONCRETE, POURED
<br />0. cocarm
<br />BLOCK POZOn BLOCK REQUIRED
<br />r-c - 11/4' 1/4" EFMMEPE� i
<br />1/4'
<br />A I EVA
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<br />3/32, woo NUT
<br />0 12 1/1- D.C.
<br />OR CONCRETE BLOCK
<br />WYl ItEoumm
<br />MO ]INSTALLATION
<br />=MR Q REWLAR ANEL
<br />SCALE 3/8--1-
<br />CD
<br />EMA
<br />14 YAP
<br />"OURIM, CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL IMOUHM INIUNUATM
<br />LIFE SAFETY PANEL
<br />SCALE
<br />T OW 10 & 0 MR ANCHM INK
<br />MOIL Tat
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<br />MWON TO BE PONOM 0101140
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<br />D.C.
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<br />-.PC~ CONCRETE _rCURED CONCRETE
<br />OR CONCRETE BLOCK ON CONCRETE BLOCK
<br />REOUIRM "SOL11101:1)
<br />WALL VQjDNQ IMALIMON WALL UQUnIjQ I UATWIN
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM 90939-9=- MUM F_-Z H" SMNLENJUJUM
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1, E-2 "AM STORM PANEL SHOWN ON THIS PRODUCT CYALUAIION DOCUMENT (P1.D.) PAS SEEN VERIFIED MR COMPLIANCE IN ELI) MINIMUM EMISCOMINT OF TAPOON AMC"OQS AND PANELMOOTE FEMALE 0 & PAIMMATE ALUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (An EDITION) OF THE FLORIDA BUILDING ON. BLOCK SHALL K I t/4-.
<br />T-, -,T
<br />FOR A LORD SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE VjMft REMMV
<br />DESIGN WIND LOADS SMALL BE DETTRINNIED AS PER SECTION 1620 OF THE ARM MENT04ED CODE, -0 X 7/8 EQ) MMMLJM EANCOMINT OF 1/4 CALK-10 ANCHORS SMALL BE IS 7/8- INTO CONCRETE.
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED. tV
<br />THE CALr
<br />FOR A DIRECTIONAL" FACTOR Kd-0.85. USING ASCE 7-18 AND SHALL 1/4' #20 SS SIDEWALK SCATS USED 94ALL BE LONG ENIOUCO(SHOULD MY nw-4, MATERIAL EXISn TO
<br />DESIGN PRCSSM MATINITS INDICATED ON SHEETS 25 A 26, ENIGICE 3/4' INTO ANCHDRS.
<br />IN Dom TO VERIFY THE Asm , ULTIMATE OEM WIND UMLO$ DETERMINED PER ASCE 7-10 1/4-0 TAPCON 0 Up SO D.C. CO`WXnDN
<br />D.C.
<br />z SHALL BE FIRST REDUCED TO AS.C. DESIGN WIND LOADS BY MULnPLYNC THEM BY CA IN ORDER.TO 9,31 IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS BE FOUND ON "C DMM *ALL 13 42
<br />/i, MON. HEADER HEADER TO COMPARE THESE W/ MAX. (ASO) DESIGN PRE59AM RATONGS INDICATED ON SHEETS 25 & 26 ANCHORS SHALL BE LONG ENOUGH TO REACH THE AM STRUCTURE BEHIND RICH PANELS. ANCHORAGE - LAJ
<br />WAININ HIAM E. HEADER 2 Tj a SMALL BE AS MENVIONED IN 6.0 AND #4 11.2).
<br />4 � �7 IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A NOWASE :!E c=
<br />1/4* 1/2' 04 ALLOWABLE STRM FOR WIND LOOM WAS AM USED IN TO" ANALYSIS. FASTENERS SPARING TO WDOC, HAS BEEN C-)
<br />1/4* 1/2. 71 DETERMINED IN ACCORON" WITH R.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOOOM ALL OF THE RECOMMENDATIONS AND SUMFCkTONS Of THE ANCHORS CZ
<br />01- /4' C)
<br />mw., MOP.
<br />r , 2. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RMISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1620 Or MANUFACTURER.
<br />W2 WOW HEADER WOOD HEADER
<br />It ft SHALL BE THE RESPONSIBILITY OF THE CONTRACM TO VERIFY REQUIRED REQUIRED THE ABOVE MEPITIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT 0 2032. AS PROTOCOLS TAS-201, THE SOUNDNESS OF THE MCTURE WHERE SHLITIM
<br />13 TO BE ATTACH TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED M CONCRETE. BLOCK CI
<br />GOT
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO BE INS14M ON THE OUTSIDE OF THE OPDAWT ACCESSING tW OPENING FROM WE OR WOOD FRAME $1RDNIGS. �
<br />C"I
<br />GLJ G INSIDE W/O THE ME OF A LADDER OR Urf THIS APPLICATION IS YAW TOWN INSTALLATION IS INTENDED TO DE PERFORMED 12. THE MWALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SkffMR COMPONENT WOES WHICH REM04N IN CONTINUOUS
<br />I G : � a FROM TW INSIDE OF STRUCTURE CONTACT WITH THE BUUMNG 10 PRE" WIWD/RAIN INTRUSION. CAULK MO SEAL SHUTTER TRACKS ALL AROUND FULL CIO
<br />! I I LENM.
<br />ou samAr ro as 3. SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WAIDDINS WHEN INSTOLLAPON G REQUIRED 10 ME .42) :s
<br />"IAw cum V M_ PERFORMED FROM THE INSIDE or STRUCTURE,
<br />CLASS on sa"go"
<br />PANEL *w I" PAHR LENGTH IOcur IQ IS STORM PAWL INSTALLATION SHALL COMPLY WITTO SPECS INDICATED IN THIS OWING PLUS ANY BUILOWC AM Zoww
<br />(w INCLOW) "I* MOP, IS)
<br />I PANEL LENGTH JOPNPAAP (SEE NMI I BELOW) PAM LENGTH 4. SERIES 200D INSTALLATION REGULATIONS PROVIDED BY THE JURISDICTION 04M PERMIT IS APPLIED TO CIA
<br />(SEE AM I KIM am -_ \_ APPLICABLE 10 SINGLE AND DOUBLE HUNG 90 HORIZONTAL SLUM STYLE WIDOWS W FJ
<br />(SEE NOTE I ORM To IRANI M V m.. I - Z HANG STORM PANEL SYSTEM- IS PRITISR PENDRID. In
<br />GLASS INSTALLATION 6 REQUIRED To BE PERFORMED FROM THE INSIDE OF STRUICTIJIME. 14 AMN WINDOWS AND DOORS. INC- E
<br />Tax 20=" (M PANEL LOOM PANEL LENGTH
<br />to NO sm to)• SOMOALL
<br />fSEE NOTE ,BELOW) (SEE k'= I KWN)
<br />21- ALL ALUMMJM EXTRUSIONS TO BE SM-16 ALLOY AND TOO". (UNLESS OTHERWISE MOITEW 15. (a) THIS PRODUCT rVAIAAI1ON DOCUMENT (PLED.) PREPARED BY THIS ENOftv IS CII AND DOES NOT PROVIDE
<br />St.
<br />SL
<br />7/8"A 313r WTORMO,11014 FOR A SITE SPECIFIC PROJECT., Le. WHERE THE SITE CONDITIONS DE-AATE FROM THE P_f_D
<br />3/32* C=
<br />TWA
<br />Rim No 6. ALL. ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-414 ALLOY. Rp
<br />r W CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PUITCHIM AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />. i 7. ALL STEEL. SHEET OCTAL PANELS SMALL HAVE STRUCTURAL OWITY STEEL. ASTU A-653 GRAM 30 IN.., GALAAMIZED STEEL THIS PRODUCT BASED ON 74S PEG. PROVIDED HE/SHE OM NOT DEw%ATE njowt TIE CONDITIONS DETAKED ON
<br />4*0
<br />T DESIGNATION WA- 583 kW (AFTEIR ROLLED). THIS DOCUMENT CONSTRUCTION SAM AT SrIt IS THE CONTRACTORS RESPOYSIBILIty, c
<br />O.c. W/I I
<br />AT IL ALL SCRIEWS TO BE STAMM STEEL 304 DR 316 POST SERIES OR CORROSION RESISTANT C00670 CARBON STEEL AS PER DIN THIS PRODUCT EMU0171014 DOCUMENT WILL BE CONISIDERED INIAUD OF VOWED. CL w
<br />0 0,
<br />F PLATE 50018 W/ 50 UPI YIELD STRENGTH AND 90 W TENSILE STRENGTH & SmALL COMPLY W/ FLORIDA BUILDING CON SECTION 2411.3.3.4
<br />(d) 911 SPECIFIC PROJECTS SmAIL BE PREPARED By A FcORIOA REGSTEIRCID ENGINEER OR ARCHITECT WHICH wu
<br />9. DOLTS TO BE AMU A-307 GALVAWED 1ITED. OR APSI 304 SERIES STAINLESS STEEL WITH 36 *c9i MINIMUM YIELD STRENGTH. R. "FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />G MCC* THE MEDWIVUEEMRARD AS A DELEGATED DOWER TO THE P.E.D. ENGOAM, SWOL.
<br />USE OF THE
<br />SUMMIT TO THOS LATTER THE SITE SPDDFIC DRAWINGS MR REVIEW,
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS,
<br />G 7r (A) TO EYISTYE INt' a)AS MANUFACTURED BY ITW. BULDEN, 09. (MN. re-31112 IOIL,.) RECORD THAT PRWARED M DA
<br />EIL
<br />_J 1/4- 0 9 718- CALK-01 ANCHORS, AS MANUFACTURED BY DEWALT INC.(MIN. VC-3000 V.Q
<br />A v/4o TAPcoN ANCHOR;
<br />1Z., -S-S, us. W/ 10, STOW PANEL MANUFACTURM LABEL SMALL RE LOCATED ON A READILY VISIBLE LOCATION 47 STORM PANEL IN
<br />L. 014-10 PANDAUTE FDOU 10 PAWLMATE PLUS ANCHOM AS WNUFAC7URW BY ELCO CONSTRUCTION PRODUCTS
<br />313r WM PUT 313r WIC IT/ ;=1 (f,1km P..J)
<br />NUT 'PT MIT, ACCORDANCE WITH SECTION 1709.9,3 OF FLORIDA BUILDING COW ONE LABEL SHALL K PLACED MR EVERY OPENING.
<br />0 12 sIr or
<br />WASHER & 12 t/2' D.C. OUT WASHIS (ft-10141) W04M (KY1110) LABOLIND TO COMPLY WITH SECTION 17011.9.2 OF THE FLORM BUU04 CODE.
<br />1 4'11 TAPOON 0 f* OX.
<br />J/Iry 3/3r ROAD NUT 2,4' WOOD PLATE A-0 MINIMUM EMBEDMENT Of TAPCOk ANCHORS INTO POURED CONCRETE SHALL K 1 3/4- AND 2- FOR PANELMATE
<br />TwItEADED 1 2-0- WOOD PLAIX WASWER 0 5 1/4- D.C. 3/3r YANG MATT
<br />0 v ox, CIC AT MkDWIM4 • (WIFONSI)
<br />BID) FEMALE 10 A PANELMATE PLUS.
<br />PLATE REQLWM REOLIPIED THRIADED OF
<br />"7*M IHNIAGEG 71pN AT VIDWIDTH MONISM 11000 PLATE A2) WOMAN DADEDWff OF 1/4'0 1 7/8' CALK -IN ANCHORS SHALLL K IS 7/9' INTO CONCRETE. NO EMBEDMENT INTO
<br />OF PLATE OF PLATE PLATE 114-10 AEpjREB .. .Y1 -'a ANY FINISH MATERIAL SKAILL BE PERMOTIM
<br />PLATE Q=00 PLATE 0 6 1)•WALL MOUN111HO NSTALLATM WIN TH v/4- P-20 SS SIDEWALK BOLTS USED SHALL BE LONG EwOUGH(SmDULD ANY reA$Oq MATERIAL EXIST) To ENGAGE 3/4' ENT
<br />A, 'MV*Zj7" W10 ANCHOIRS.
<br />m m i6F OF PLATE A? MIDWIDTH OF PLATE
<br />4
<br />WALL Mg EM MWALLATION VWI INSTALLAIM AW
<br />WALL MIMM" INSTAI
<br />OWN•WALE 3/8*-1* fl�MPANFL AS) IN CASE THAT PRECAST SOCIAL PRECAST CONCRETE PAWLS, OR PAVERS K FOUND ON ,HE EXISTING WALL OR � OF
<br />ALTERHATME JIM I Artam umnNQ INSTALLAnON FIDOR. AN04M SKALL BE LOW, ENOUGH TO REACH THE MAIN STRUCTURE WIND SUCH PANELS. ANCHORAGE SK41L
<br />1AIMPLmAn PORMEL EL SCALE 31r-I* ATMA4How ALTERNATNE MW BE AS MIENTINED IN A.I) AND IN &2). \)CEN4%
<br />SCALE 31V-I' WALE 3/8*- 1' UN&M-M TIL a LWE SAFETY PANEL No. 44167
<br />✓0 ILAR P
<br />(0) TO EXISTING CCMQtErE WOL'K JIIA-�
<br />BOBS : SCALE 3/8--1- WALE 3/8--1-
<br />N W-.'�\C-EN4 v FLANKER BULLRING CODE (Migh Velocity IOU Done zww)l
<br />CIL, FLORIDA BUILDING CODE (Wgh veloc"If HIM Gone Zen FLORIDA BUILDING CODE (High Valft"y Hurvicam ZOna
<br />I. MMALJA?WM ARE ONLY VALID FDA BUILDINGS WITH A.S.C. DESIGN LOAN 1/4' 0 TAPCON ANCHORS AS MANWACTLIRED BY I I* BULDEX. INC
<br />UP To S5_1k -72.0 PSF AND PANEL'S LOOM UP 70 V-Sr s a=" Owe ry- - 1/4' 0 X 7/8" CALK -ON ANCHORS, AS IMNUFACTURED BY DEWALT INC (r1500 p.s.1) 71.100, W_
<br />%0,4 57 wm No 44167 20 OAGE GALVANIZED STEEL STORK PAWL 20 CAM GALVANIZED STEEL STORM PANEL Vp.
<br />20 OAK CALVANMED STEEL STORM PANEL OWN W. #14-10 PANELMATE FEMALE 0 AND PANMMAYE PLUS ANCHIDRS, AS MANUFACTURED BY ELCO CONSTRUCTION 0110111, let
<br />1. WALLATIONS ARE ONLY Ift" MR BUIUDOOM WITH A.S.0, DES" LOADS 3 - 40
<br />I MR NEW WON FRAME CONSTRUCTION, 110000 MEMBERS TO BE SOUTHERN I TOO w PRODUCTS Cf'2071 p-s.1)
<br />PINE NM Z W/ SPECIFIC DENSITY OF 0.55 OR MAIL CLOUL PROTECTION UP To +55.5. -72.0 PSF AND PANEL'S LEAKT11I UP To W-S' GLOM PROTECTION GLOUL PROTECTION am
<br />am SAIL 5t sneen LLC. NAL
<br />PRODUCTS, &FOR We WOOD FRAME CONSTRUCTION: WOW MEMBERS TO K SOLIT)"N ATE 111PIEC0.01c. PRODUM am, ILIECO.mc PRODUM. Ut
<br />111LIECOINIC. ON ILOt. 51 SMIT
<br />40010 SLIL 51 low
<br />PINE MD. 2. W/ SPECIFIC DENSITY OF 0.55 OR EDUAL 00 ZSV A "It. FL MI 20-17671W 20-176
<br />IT nwL FL =14 -176 ... ;� -4707 a Pe. =-wav, sm. mum mox%:k Fft "4)90-M 20 00.)�"44� W (0k)00 TWO
<br />am -INiNIW1901 NOW ft
<br />-.1 OR*" ft *A/MWWWE/DM PA. w-AL"JowkwAm
<br />a% sommoarls main 30 or u ow V OF Is
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-l)
<br />22W
<br />12.500- (EF__7 FECTIVE 14074-
<br />-7
<br />.075* 24W
<br />3.3w "4v
<br />CAST, MR. THICK H
<br />GAL'amm SIM am
<br />WARNED Typ- AM -633 +
<br />GRACE 90 MINIMUM MAIL + +
<br />C-60 Fz__ I NL
<br />----------- A ------------ 411s `zs -
<br />STORM PANEL V
<br />M BC mEn w TRACK
<br />PANEL'S am UP
<br />.125" ryy
<br />ISQUIETIM VIEW DETAIL A
<br />ROUNDED CORNER 0 ENDS OF PAWLS
<br />END UP W/ HEMMED EDGE
<br />(N.T.S)
<br />o I* TR= g
<br />7 r 125' BOOST -TO Akmn. ALLOY
<br />750 %
<br />FU
<br />IRWIN, itim NaTE OF
<br />SMP 3"x3!(IM&x,) ALUM, ANGLE11" LONG
<br />6063-75 Alum. ALLOY
<br />,2.591"- q_1
<br />W`
<br />REVERSED "Ll" TRACK
<br />t
<br />2"W(Max.) AWW. ANGLE
<br />60 %'1'
<br />(NMM �AW
<br />f SR 0101%
<br />STE FIDIE L & 4 "0
<br />900111) PANELS W
<br />9
<br />SEE MOTE 4 BELOW
<br />r- MR CONCRETE MCHM' I
<br />SEE,
<br />,JATQ K INSTALLED AT LOCH
<br />TYPICAL ELEVATION FOR SERIM • SAYS
<br />C-2 HANG STORM PAN RM HE
<br />M PIM OF STILICTURE.
<br />-A r-1/41, Mon. GAP
<br />Gr (r-ow/ Ce "&o
<br />SWWA;
<br />(1). 2EnMDQjLQf_2CK5_=: E - Z "" STORM PANEL SYSTEM CONSISTING or PANEL
<br />Cont. TRACKS TOP A BOTTOM,
<br />(2) (ED PANELS SHALL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHEIIINTSE A STOP BAR
<br />SHALL BE PROVIDED AT TOP OF SUCH PANELS.
<br />CRUST OF
<br />C7 Mftn� 116ANISCREW LF 32 7WII��M 4YOSP-ISNALL C VF�;L BE
<br />A EM41N OF TWO
<br />WERIOR FLAT FLANGES OF DO KV41L
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED 70 BOTTOM TRICK ( A STOP DAN
<br />IS ONLY USED PANELS SMALL K CONNECTED TO BOTTOM TRACK
<br />USING SPECS AT TOP
<br />T(*30) ABOVE IN SUCH CASE. CONNECTION OF PANELS
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />(S) SEE SECTION 1% 3' & 4- ON SILT, 24. SEE ANCHOR SCHEDULE ON SHEET 25.
<br />3- M_ 2724 SP V/24 NEE man i iGawp. . T f3- .
<br />cm sofn" GOT 94M 2111-
<br />$MS, p
<br />bc" no or 4D
<br />4
<br />IT v
<br />SEE 4 SEE NOTc
<br />ft
<br />R-T
<br />1114 Z L. qT _111-1
<br />PONEINAM! CT*)
<br />I Iff At LONG PAHElS
<br />IV TO SE INSTALLED AT EWA
<br />a.-LPALMANS BE =4CED
<br />W
<br />TYPICAL ELEVATION FOR 1000 To FACILIM A4
<br />7MMMETO K INSTALLED FROM
<br />-4 IURL
<br />E-Z HANG STORM PANEL
<br />Solu Aw. I-
<br />w 1A4- Ok. GAP•
<br />SECTION 0-
<br />MINE 3/w - I*
<br />(1). DEFIOUTION 91 SFROrt IfflDi E - Z HANG STOW PANEL SYSTEM CONSISTING OF PANEL +
<br />VTRACKS AT TOP A PANQJdAn PLUS OR 15' LONG
<br />y BOTTOM W/ PAN11MOLTM
<br />(2). END PANELS SHALL ALWAYS BE CONNECTEDWALL BY MEANS Of
<br />PN*LM47ES OR. OF USED L 0 EIG PANELS
<br />.V.- r- 7-11'/
<br />Mhl
<br />DESCF40ED ON (3) ow).
<br />(3). FOR CASES WHEN END PANELS ARE USE JOINTLY AT
<br />w BAR
<br />DO PAWLS ARE NOT CONNECTED 1.
<br />Mom BUT
<br />PROIAOED AT TOP OF SUCH PANELS.
<br />(4). :=ALLAr4MS "ON END PANELS AND SOW INTERIOR PANELS AM DIRECTLY
<br />TO EXISTING SRI WALL ONE INTERIOR PANEL MAY BE =wr= �AT ETOTYCM TRACK
<br />TO WALL
<br />TWO SHOWN ON UVATION A a III t3 14-
<br />No ECCECRSY ---- -u rW NOT WED To SZ INSTALLED
<br />SUCH THAT ADJACEW PANELS 1.IRE LEFT & RIGHT SIDE OF PANEL) HAVE
<br />THEN OVERLAPS RETAINED By
<br />mm ow
<br />op.cnm mcmm
<br />cm smu_�\
<br />ow av
<br />IOU SONEIIIA1
<br />DO ow
<br />MR UP,26
<br />113100'e"
<br />10 MASIL
<br />4-
<br />INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL (1) INTO POURED CONCRETE QR CONCRETE BLOCK
<br />moan
<br />@4 am �
<br />F5 mle"
<br />TI
<br />GN xHmNO
<br />H6
<br />oN sect OR)
<br />GO AM 361
<br />VIAI I fi&vIbm&mmft Ififit-IrT
<br />.-P-MING/4-
<br />w1m,"Imic"t
<br />(A Mo 0)
<br />' I0 am stw&� gump--=qmmma#m ow,
<br />SWALE 3/6M-1*SCALE 3/8-1, % V"A 4 -1 OF Pon OF LM %1Fee LIT OPPTIPM
<br />MnMIDA BURRING CODE M
<br />Ml"UCAON NSWURM STATE OF "M &a= w- 20 GAGE GALVAINZED STEEI
<br />- .0
<br />_0
<br />DUAR. 1 17. on M..x P..
<br />S� Fum-
<br />SCALE- Ilr . I' y"
<br />GO,
<br />cn
<br />ANNNINNO
<br />*--a
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<br />cu
<br />0
<br />L-
<br />M.P.
<br />0
<br />CIO
<br />0
<br />L_
<br />cf)
<br />cu
<br />m
<br />w
<br />_j
<br />SHEET NO.
<br />SH 1.2
<br />i I .
<br />
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