|
III L 1 I III -- 11 I 11 - -_L II _ III I - I -- - - ---- I �I I- _� I. �!I1 41WI-111IIi_mjl-
<br />YA%YW ASD.
<br />I Yea.
<br />IeNpYTO SFPARI -
<br />STD
<br />ION
<br />+6e.a -75.3
<br />70. OR LESS
<br />2 9/16'
<br />1 BOLTED •
<br />V. 2'. S. ,1W,
<br />2TT As3`W
<br />.86.0. -75.J
<br />70' OR LESS
<br />2 7/8'
<br />BARD •
<br />A.a 4'W
<br />. / , 4•.-2o,J 4I' a WNGNUT AT OVERLAP a 40% OF PANEL LENGTH
<br />PANEL
<br />+ -`:�. is }:. U:I . _ 1 . , . r.•;I: �"i•.. R,,,i t U ..'.r:A-
<br />_11.,`. R7.:7,. I+, ,Ly _ Lh '..1 . A.,..•I .ql ►.•, LA!:I311 A,r,, ll:i :N3l::Aa
<br />a a•. L.
<br />MAXIMUM
<br />A.S.D. DESIGN
<br />I MRAIM A14CHM SPACING FOR L D - 3 1/2* -
<br />APNXIRE TO
<br />�qie / e
<br />11n C01eRMtOx
<br />OF THEM
<br />MA1•AA PANEL
<br />LENGTH %- (IA)
<br />PRESSURE
<br />RATING
<br />a,.
<br />nlPOONS
<br />CALK -I,
<br />PNIDyAE raw" D
<br />PAEMLaE PITS
<br />ro CDrNOER
<br />ro CONCRETE
<br />ro CONCRETE
<br />_ CONCRETE
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />1- As 2- (TOP)
<br />it'
<br />3••
<br />To-
<br />3-
<br />5'
<br />4-
<br />5'
<br />4'
<br />1. (BOTTOM
<br />SERIES 2ODD )+
<br />12-
<br />3"
<br />12'
<br />5'
<br />B•
<br />6'
<br />a'
<br />6"
<br />t 1 ;r'
<br />++
<br />86.0. -75.J
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />it'
<br />2' (BOTTOM)
<br />7•
<br />N/A
<br />6 1/2•
<br />N/AL41/2*
<br />N/A
<br />4 1/2'
<br />N/A
<br />3' (TOP)12•
<br />70' OR LESS
<br />N/A
<br />I 12'
<br />N/A
<br />N/A
<br />9 1/2'
<br />N/A
<br />3' (BOTTOM)
<br />Ir
<br />N/Al2'
<br />N/AN/A
<br />12'
<br />N/A
<br />.' (TOP)
<br />12•
<br />6•,2'
<br />9 1/r11'
<br />t2'
<br />It' I
<br />s' (BOTTOA)
<br />r LIMITED M 86.0 Pat. ASD. DESIGN PAQA% RATING,
<br />WSEE IYEET 2• FOR ANCHORS TWEE AT SPAC$4 FOR PeTALIADO S KID WOOD
<br />FIRMS RrD10
<br />MINIMUM ANCHOR SPADWS AND MItlOM EDGE DISTANCE AK NOCATED ON INS
<br />SCIED.AE. FOR ED. LESS THAN INDICATED ON SCHEDULE REDUCE AIgOR TIMING
<br />BY MArPLY94 SPACING 3"0" aN SCHEDULEK THE FOL2OWNr FACTORS FOR
<br />THE OPUWM TO PC$Sa t NEOUCEO SPACED MEWED USING FACTOR
<br />HOT BE LESS THAN NOUN SPACING INDICATED FOR EACH 04>M TWE AT
<br />ANCHORS LEGERD.
<br />AMICINIMN T"
<br />_ 1/41
<br />1/4'I
<br />IIINam
<br />1/f1
<br />t/4-I
<br />IWSON
<br />[
<br />a1UI-a1
<br />me, NNaDR SrIIOY pA.)
<br />]
<br />3
<br />]
<br />2 1/2
<br />AwNA.aHAga CrWAIIM @M)
<br />L)
<br />]
<br />]
<br />3
<br />]
<br />wa AeH a.Awry -
<br />3
<br />3 ,/2
<br />3 ,/2
<br />.
<br />+MAIL to"MOI
<br />RWM
<br />2 ,/S•
<br />_
<br />_
<br />_
<br />3a
<br />T I
<br />,=
<br />I -
<br />I RAF
<br />I .0
<br />31
<br />-
<br />IRO
<br />-
<br />IO
<br />1111�
<br />v
<br />+ REOWIES Ye,, 06TMU BETWEEN BOTTOM OF PANEL
<br />AND ® TO BE 1/2' 11//2
<br />1
<br />++ REONPES M... DISTANCE BETWEEN BOTTOM OF PANEL
<br />MID CD 11E' 3/18' ) 3/16'
<br />Ma.
<br />Hurricane
<br />COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />-.. - -._--_ - -__ -_.- - ---15.125- (TOTAL WETH) -- _
<br />---.-.-_____ -- -_ - - --12.500- (EFFECTIVE M M) -.._ ... -- .. -- - -, � - .193' 1/4'I-20il/4'
<br />I _-%250• - 750" -- SA. STUD %%XM
<br />Cl
<br />81/4 (TYP.)--. -..-- I- _374'L- ,26•__
<br />, Dp• ' 168'+ » �D ANGLE • 6 1/4'
<br />OR • u ,/z• o.c.
<br />-. -. ,350'-- I- ,.- -, _ 0' ' (WY K RV[RS[0)
<br />"1., 12'u0'--
<br />I--1.350' ,.SOON
<br />-
<br />.250 1, I / I I , E. .1 _ AW �.
<br />�, DOW M. THG( ,' h - 11 3.375• _-,t
<br />y 1.671' �4y � ,.500"
<br />©
<br />1' KWMED GALVANIZED 67M C84-
<br />EDGE A0a3 TYP. ,�: 2.000 .Oa4'. - y. loin --_..
<br />AIM , ,
<br />.IaO' _ I L - J
<br />n"
<br />GRADE sD usulA HEMMED _!
<br />2.1 L _ --
<br />G-eD CAW. - EDGE : L,'� .iri
<br />49 I 09+.
<br />01 STORM PANEL - - - - - _;75. -- Tw.) (*YP.>
<br />T ----
<br />A- (-- l..
<br />1.350' -.1.350'.-_ DETAIL _ 2.000•_ --•
<br />PAIQS 91AU K INSTALLED ALWAYS ---2.367•_-_--
<br />FfDeAT70,EF mEWw�PW41LEG
<br />(2) WHY HEADER (3) WFW TRACK (4) ANGLE WITH STUD
<br />1
<br />/ rfp. TOP EDGE
<br />I Or PANEL W0ow (W..)
<br />LVAMM STEEL
<br />-.
<br />ANVELIIEE!; EDGE. - .375' � PANELe
<br />:o.os
<br />1-1 R tlA+Y
<br />Wa N
<br />133' I.27D• - -. I (. r - I
<br />. � ) --(200 . La2_s� o.3�s• rNNµi o.2so•P
<br />"1)250• \...____ , • 1 407• 0.625. . , I I
<br />-. 2.391•.... --. HE _ . 09t7W
<br />fIMEt�^' - i .-_--!200• PAFEL 1 OR
<br />,
<br />_ t
<br />( - 2.2w �, ISOMETRIC VIEW DETAIL A 13T•T I-.957r ) ST°
<br />a.6ri•
<br />ROUNDED CORNER O ENDS OF PANEL'S , . - am' -I_
<br />_ - END UP W/ HEMMED EDGE. I_�. . .125•
<br />2,378-
<br />(N.T.S) .375•
<br />...�_ ,vv. BOrTOM �J
<br />I
<br />2.500• (_ _ 1� __ EDGE Of PANEL 091Dar IL T SO KEY HOOF WASHER
<br />3.750D7r tTrP.) 750 3105-H751 ALUM. ALLOY © KET HOLE AT PANEL -.7so -
<br />(
<br />.SEE SHEET a FOR ADDRIONAL
<br />2.124•
<br />--_ 1 -�.750'-. .8i 3' UMTAIONS F SLEEVE LENGTH IS I j•.
<br />1 _ -09,' _ 125• I_ ONLY MAID FOR PeTALATON$ INTO
<br />N
<br />250• .375' O cl EM 2 1 /8Y ' I - woos SIRIXTUKS.
<br />t LENGTH R .,2s -
<br />I- 1 MAX,
<br />I - _ _-__ � 2.W0' - 2.000'
<br />•' J.750'
<br />[-
<br />- -."I
<br />• O 2OOD• A eWD•,
<br />- -2s4e .- --- t..na
<br />%GI L
<br />0
<br />(7 REV. YHY HEADER © YUY HEADER t i
<br />-1 __ -__-
<br />1' MIN. t0 5' Iba. -
<br />- 2.000 ___
<br />® SLEEVE 1
<br />MAX_LENI
<br />e O �I.E
<br />O 11 WJW TRACK 1© PANELHANGER
<br />Sa". RA. TINIIA
<br />.374' - ....-. 3-000•_.._-xat-, MO
<br />WIPM
<br />'�_ _ , -�, •:•OO• 1aP\.,.••••'•••••, E-Z NANC STORM PANEL
<br />r.. -I e3o' .•70 1.Y75' 62'MI - ;a�'S�r" ,ENs�.'••!'''�'SX (ASS SYSTEM) 6063-T6 ALUM. ALLOTµ
<br />1 311' .556.
<br />- ..
<br />f.a),' -I_ .1 21 .( -T .P y I , _ I .25; i . N0. 44167 FLORIDA BUILDING CODE Non High VelocityHunlcone Zorn
<br />+ mod• ®
<br />123' 11 �"'tIN O ®uN. O ( _ K ,o'. STATE OF E n,F� «. 24 CAM GALVANIZED STEEL STORY PANEL �'K:
<br />,.., .J 1.10,- -
<br />OEE•y I
<br />- -u50
<br />I (TYPJ L__.1__ '6 -SEE SECitON9 -- - - .250• - t,�o•. .- DP / mJn/2ma
<br />- 2.000" - Goa AL PROTECTION PRODUCTS, LLC. MN' r- IL ECOINN:. am
<br />.204•-ica MOP Sr. SI W11WET
<br />' j /�' ;.0, H ,."h-.: 11 o�,os'F.-YPW�"I�'rn ,0, RDrG tFa•)eP^76a rCIVIL rL �AC he4)N6-6797 ZO-175
<br />r
<br />1© BUILD -OUT 'Ar 04 BUILD -OUT 'FWT TRACK 1© R ® WASNERED WINGNUT �. -O a WW
<br />TRACK ANGLE (7AAUC 3 ALLOY) PL afAl/WaWDUE/Ca" rL aG I-00p6wr711 m ^ ' Flux 2 a Is
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL n
<br />INTO EXISTING WOOD STRUCTURES
<br />�- '/4'8 LAG SCREWS • 6. QC W/
<br />_- t/f•. U, SCREWS • e• O.0 WJ --ro1E.6TNG WOW HEADER PENETRATION ., _ (J Mtn. 2',4• w0�
<br />REDLY" 1/•'r A, SCREWS • 6' O.0 W/
<br />t 1/2• V THREADED PENCTRATON MT OR ' Yn
<br />I.' ON EDGE JI THREADED PENETMtION
<br />ro FISTING WOW HEADER.
<br />I 4 Can,. .1' / ',' TO CXISTWC WOOD ,ENDER.
<br />0 NO O
<br />• EA FIND DI Q I 1,4•I-20.J f• YS
<br />CPA, /,•„• s.u.s. -, I 8 taro. W/ 7/6 wNc
<br />4 .J/1]Y
<br />• G END OF Q �S _ y % 'iI NUt • 12 O.G.
<br />11
<br />Q U I cant
<br />1 1 4Y a ISMS
<br />X AG w
<br />�,.,I I /
<br />a'I-xO.J 4- TRUSS
<br />+ O G ENO O • - ,/ / 2- WTI. OODApED PONETRIITION
<br />#. "' ' 1I
<br />w/Y 7 J/Jx' ro oltsTNm .aco H[AOLn. _ti`
<br />, I.II (sEE OCTAL +/x• a
<br />riG cir
<br />NOT[ IA BELOIn-- ..._.OF
<br />i t -I
<br />1 (SEE ORAA ,/N a
<br />[YEA RFp.)}I 3/+e• Awm, POP RNVET 4 C- I t -NOTE ,A94-ml
<br />-(I MI ADN OF EYfln ®
<br />5IWDOD
<br />II,AKR I • EA _ _ OF II ,•-I
<br />I 7 c.H S
<br />WOOL i 1 1- (SEE OETAR 1!x• t
<br />1
<br />I T NOTE ,A KLOW) I
<br />I WOOD NFiIOCR REQURED 1
<br />2 9/,a• w, I 1/•'I-I04]/•• ' V. 4SCwW w' 4• y
<br />SCPAMMII Y.S. W / m
<br />] 9J,e• Yh
<br />SEPARATION I t/•'.-IA]/a' 10 CLASS. I ]Je•a• /6'raSJ]2 i _
<br />E GLASS I MS w/7/e L1,,, WING Alf, a ,3 D'c T • t 8
<br />WINO NU • IH!;; LNDn' OVERIM •^. 2 7/6' - I I,
<br />EVENT MERIAP 5
<br />@' �C1ASS
<br />TSFp
<br />I Y/SCREW MSS• 1/�.-70a],,• Lj•
<br />M. YJEW dJ
<br />- I 19/f 6' IM• 7/6'0d )?/ 7W/NeG'aJ 1I
<br />�. _Q 1 Iy SEPAR•i10M wNG • i
<br />I I .G ro OAS& 1 EVENY OVERRIP _ [VIER,' OAtW
<br />I 5 --
<br />n
<br />RS I $- �
<br />I n I
<br />I ;
<br />1
<br />I IIn e I - - _. _._ F $
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<br />7 p_�J
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<br />nWRQI
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<br />II20
<br />1 a•� 4• Y. 3Cant
<br />3 SI - I
<br />]/ 7 I I 1
<br />d w 7 'n ]' QQ - pppp.„ LI
<br />• WING rrog7T W3
<br />_ _ O e II' OG. I I 11 - -
<br />- _ 1
<br />III
<br />-, a.3 Ya..)� I �
<br />i
<br />S .
<br />II -1-Is -
<br />._ -
<br />- - I O0- .' us. w t Pr PANE,WR FEMME D 6
<br />o ,.,4 I
<br />ie'a
<br />1.
<br />]1 wNa N PANEIWIE PLUS W 2 L7r caul . I 20.3 .' Y,S.
<br />/ Zq3/ I
<br />EHUAIfF' (9EE NOtt to BELOY) 1y�/
<br />PENETM71ONe +x t/Y O.C. - .I O f - )
<br />I- 7fa' /32' WING{.
<br />I 1 Ym
<br />/a'I TAG SCREWS • 6' O.0 w/ _m- (2 14. 1/4.w-x J • Ye W t.]]0 011NNIBSCRDIIR i•(SFI
<br />I 1 $• Yin. MRFAOED PENCTM • )
<br />// WOOD PULE REQLNKD 7/a / IA
<br />HOSE BE10W
<br />MD,WOTH OF PALE AT SERIES 2" OR MT OR ON EDGE -. --E oR T 4 9�xmlrJm�i•"UT
<br />2) 14-10 PANEIWTE PLUS WI/ - - NEW (SEE ~ I" a ,/f'.-ZIhS/•• us. w/ 7/6'raT/]I'
<br />_ NOTE 1A ano.)
<br />4 7//++ee Yn. PENETRATION • tt • CaI W91G NUT • IY OC
<br />-
<br />SER9, 1000 .-
<br />C.
<br />O Y 0.0 W/
<br />LAG �TNREAOED 6PEr(1WAT
<br />1/.'r HAG SOr
<br />An(2 YH'ahem I/�•I Mn N
<br />WOAD PATE AEOUsIro ALTERNATIVE 2. W '. -2' YN. /7' tz) ]•.4•-_ I IJz• Yn Tt9EADE0 PENETRATION
<br />• YOWDTH OF RAT[
<br />PLATE
<br />MT OR ON EDGE
<br />MhEm MT OR oN EDGE !F M 2'U' WOOD � R ON REOIMED
<br />SCALE ,/A•." PATE WE MT
<br />"W
<br />ALTERNATIVE 1 _
<br />SCALE I/4-.1'
<br />FLOOR TO CEILING MOUNTING
<br />ffi>3t
<br />INSTALLATION ALTERNATIVE 4"W
<br />I. IaTA TAT oM5 ARE ONLY vA D FOR 6 J LO NG5 WITH ASD. oEsxP LOADS sG1lE 1/4'. I'
<br />UP TO +66.0, -75.3 pO AND PANEL'S LENGTH UP TO 5'-10•. tL HIV ATn/� 3"W
<br />111/44'--1.
<br />�,f,AAAA„NIAlI1tTNA
<br />2- FOR NEW WOOD MINE CONSTRUCTION WOOD IT TO BE SOUTHERN u ` l,`�R• •.N.%4/1r keLly_L SCALE 1/4'-
<br />•
<br />''' mr,
<br />PINE Ne. 2. W/ SPECFC DENSITY Or 0.55 OR EQUAL ,-,Ili ._-1-_
<br />•' �c EN �'
<br />�' ASF •'
<br />= FLORIDA BUILDING CODE (High Velocity Hu cone Zone)
<br />utia-
<br />MxF 1a, :
<br />_ :• No. 4 eI020 nTm INC,
<br />SEE SPEC,FCt A.O REGAIRDENTS FOR +1 w STOP MAP Q Al TOP As * ; ; * S 20 GAGE GALVANIZED STEEL STORY PANEL ,WMn r
<br />WELL AS PANES (U COFI2LTDN 10 TACKS (Z) qf(3) AT �T*oY. BASED ON WOOD NCAOEW
<br />taco CA IODO SE11E5 IA7.m. TIN[ ON LEIS IY. - STA OF ` _---
<br />'� ,/I•. _ GLOBAL PROTECTION PRODUCTS, LLC. °'�6"1010
<br />L�•E'��.!`(0 �t cm,m.z_�,
<br />01A
<br />IIOR FOR ANu,XN of nVrN. 1LTFRNATIVE TOP H .TIER WOOD
<br />.6ms.r. o-I SIDTDATETOPa
<br />-tif�3GZ'9Di
<br />BOTTOM MONTNGS CAA BE C06OWD N AY ANrlw LRv,A ''64St+�0'n',• L .M�
<br />. .AL.1WNW. IL IS71.
<br />_TY31/ U '- 'I`` ! X.- a. a 1. AR n 1 N SINE: (*H, _TNe, FA (vu)m-e7a7 20-176
<br />WAY TO SUIT ANY NSTALIAION. ,IDWE: 1/4• . I• ANANAIII 11 PIYW' { MPUR[/MTE a -a ,e RW,W'r +b. ,• sIIrI� ONANAC b:
<br />r
<br />NONE : SHUTTER TACKS NOT SAOWIN root C, Amtt WALITW A RN Ir.. PL _ _
<br />107 Mrn N PF N
<br />1/4, 3/4. 4/5, 5/5 & 6/5
<br />ILLY SINGLE PANEL LENGTH YLY SCHEDULE ONLY FOR REGULAR STORY 2/4 1W/6. 2W/6. 3w/7 R 4W/7
<br />S INSTALLATION INTO POURED CONCRETE. CONCRETE BLOCK A WOOD (t) -3' MAX`-- ----ANCN�S(SEE 10 (SEE ON 3. MAX
<br />MOLE FHLMELe n M!}IAAMtn AT EA�'N 1 MIN. _. __ -_ -_-_fit, YK-• O 0 0 O
<br />AT TOP OR BOTTOM END WITH TRACKS Q$ D. M.. 0. O,®G E T-3--_l. r' I- -I-T -r-( l" �-r'�T ; r T--1'T-r--r-7-'T-r--1-- T
<br />WITH TRACKS (22)ORS i1 DIRECT MOUNTED AT EACH Fit
<br />MAXIMUM PANEL LENGTH
<br />'L+" OR '1I (ft.) 0
<br />MAXIMUM A.S.D.
<br />DESIGN
<br />PRESSURE MTM
<br />Lr. + a -
<br />(P I ( )
<br />CONCRETE At WOOD
<br />NSTALIATIOHS T
<br />L+
<br />tr
<br />2120
<br />12'-0•
<br />12'-01
<br />210
<br />W-0•
<br />T r'-a'
<br />320
<br />II' -a'
<br />10'-9•
<br />J3.0
<br />W-to,
<br />W-W
<br />40.0
<br />III
<br />9•-4'
<br />110
<br />520
<br />9'-6
<br />9--'.-
<br />a_ 9"
<br />8_4*.
<br />Sao
<br />a'-r
<br />a•-D•
<br />70.0
<br />r e
<br />r-o•
<br />no
<br />r-s•
<br />6'-10'
<br />80.0
<br />7•-,.
<br />III
<br />85.0
<br />7•-0'
<br />6'-31
<br />90.0
<br />6•-91
<br />6'-2'
<br />910
<br />III
<br />I 6'-0'
<br />100.0
<br />TOED
<br />1r0.0
<br />m
<br />I NSA
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR 'L-' (ft.) 0
<br />MAXIMUM AL".
<br />OEM PRESSURE MI.1G
<br />C. K -
<br />(v..1. ) ( >
<br />CONCRETE a WOW
<br />ILSTALLAATONS t
<br />W
<br />H
<br />2110
<br />14'-4'
<br />1 t3-0"
<br />2,10
<br />W-TO'
<br />1 W-7'
<br />33.0
<br />'W-/0'
<br />III
<br />4120
<br />III
<br />9'-2'
<br />45.0
<br />II •
<br />8•-T
<br />50.0 --
<br />- a' r
<br />II
<br />SSO
<br />III
<br />r-9'
<br />60.0
<br />- - 65 0 -
<br />8'-0-
<br />7,-s•
<br />r-s•
<br />7 _2r
<br />70.0
<br />r-3•
<br />e-IF,
<br />_
<br />73.0
<br />r-2•
<br />0,-8,
<br />Sao
<br />T-O•
<br />6'-s•
<br />- S5.0
<br />7-0•
<br />III
<br />90.0
<br />9'-9'
<br />9'- r •
<br />950
<br />6'-7'
<br />I 5,_ to'
<br />100.0
<br />6--3"
<br />I S.-r
<br />MO
<br />III
<br />r 10.0
<br />-
<br />s'-1•
<br />P 13.0
<br />-1
<br />.'-To-
<br />rr9.6
<br />YNLRM SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGTH
<br />WIND SPED 4 170 m.p.h
<br />Iwo SPEED > 170 -p.h
<br />(L.)
<br />UNRESTRAINED
<br />RESTPNlED
<br />LRRESTRWM
<br />I RESTRAINED
<br />30 OR LESS
<br />1-
<br />1•
<br />0'
<br />6 1/r
<br />>33 TO 90
<br />,'
<br />I I•
<br />7 1/2•
<br />7 //2•
<br />>90 TO 145
<br />1'
<br />I•
<br />7 1/2-
<br />7 1/2•
<br />>14510 seat
<br />1•
<br />I I'
<br />-
<br />1 7 1/2'
<br />MINIMUM PANEL I FNOTN III FOR ♦ GIVEN MOUNTING CONDITION
<br />TOP
<br />BOTTOM
<br />DIRECT
<br />MOUNT
<br />1.
<br />HEADER
<br />•U•
<br />HEADER
<br />1.S'%1.5'-�
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<br />-
<br />DIRECT MOW
<br />18•
<br />32'
<br />WM.
<br />SS"
<br />50'
<br />a0"
<br />4
<br />I.S'XI.S' STUD ANGLE
<br />35'
<br />1.
<br />12"
<br />32'
<br />A2-
<br />3a"
<br />I 3a•
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<br />Y TRACK
<br />55'
<br />Sr
<br />1.
<br />42,
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<br />I
<br />w SIDE CLOSURES ANGLE
<br />50•
<br />32-
<br />32'
<br />36-
<br />60'
<br />Sa'
<br />S6'
<br />1
<br />SO'
<br />, -
<br />32'
<br />�'
<br />80•
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<br />H H H
<br />I I I I j 1 1-i
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<br />.,
<br />r1I
<br />UNBOLTED PANELS � i--= I ! _ � BOLTED vwELs w/ 1 4e-zoK,•
<br />I I (SEE SECTIONS AS I I - -1 1 I i I I S.S. M.S. BOLT W/ d O EA OVERLAP
<br />itlDPUCABLE) 4 1 1 I (SEE SECTIONS AS APPUCABLE) I+
<br />I I I a I I ` I I N 1 , 1 I �1 1 I I 15
<br />,1 [ i I � `1. �I II Ii 11 ; ii I � w
<br />I i
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<br />_ _ _ - - -I__ _._ - .� o a _ _ _
<br />_ _. .
<br />-_1 1
<br />®OF® - 3• M6N. MAX -.-___ 3'MAY
<br />'2/4 1/4, 3/4. 4/5, I/5 - B/5 I' MIN.
<br />iW/B, 2W/6, 3Vl/7 3 4W/7
<br />;-_ __ _ _ ._.-ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 4111)... - --_ - -
<br />REGULAR STORM PANEL (1) ELEVATION I/4 MpaP. GAP
<br />2.687• N.T.S.
<br />w (MN. OAAAP -1 YAW VALLEY) 1
<br />GAP - SECTION A -A T�
<br />N.T.S.
<br />NWML.
<br />(1) L+: MAMMUM NLOWAKE PANEL LENGTH FOR A GIVEN POSITIVE ASD. DESIGN TOAD.
<br />L-: MAX ALLOWABLE PANEL LENGTH FOR A OPEN NEGATIVE AI DESIGN LOAD.
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LDCft
<br />GIVEN A POSIR IE A.S.D. DESIGN LOAD. DETERMINE RA%MeAM PMNU LENGTH 'L+' FROM SCHEDULE.
<br />GIVEN A NDMTNE ASD. DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH 'L-' FROM SCHEDULE
<br />FINAL MAXIMUM ALLOWABLE PANEL LENGTH ,S EQUAL TO THE Mmm DEIDMNM PANEL LENGTH
<br />BEIW'EEN 'L+• AMID ,L-•.
<br />(3) SEE SCHEDULE BELOW FOR MN. PANEL LE4M FOR FOROSTrY QUALIFICATION.
<br />0WAL ATOMS INTO WOOD ARE LMOED TO t 95 p.al. MAX ASo. DESIGN PRESSURE RATING
<br />9, 10 a 11 FOR MAX. ASD. DESIGN LOADS a MAK. PANEL LENGTHS FOR
<br />,k 9! ' SPACER Q IS USED,
<br />r v"'CII r •• FLORIDA BUILDING CODE Non High Vsl« 11I Corse Zones)
<br />* !
<br />�`•,
<br />"C?
<br />,, Xr •.,
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<br />D. 44167 =
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<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />a,,,F,A,'IFT
<br />BAIL PROTECTION PRODUCTS, LLc.
<br />FAH.L AIM III 13�
<br />P-OW (N•)esF-7K6, m (W)N6-M
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<br />1. STORM PANEL 94OWN ON THIS PRODUCT EVALUATION DOCUMENT (P E.D.) HAS BEEN VERIFIED FOR COMKW4CE IN ACCORDANCE _ 1/4.0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUNDEX. INC
<br />WITH THE 2020 (7th EDITION) of THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE NSTALLED AT HIGH - /14-10 PAJELLUTE FEMALE 0 AND PANDAVE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MIAW-WOE / BROWAIm COUNTIES). - 1/4-0 LAG SCREWS PER N.D.S.
<br />DESIGN WND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO - 7/16•I . 5/8' WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT R SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILT BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR
<br />n THE T KD-0.85 115NG A17. )-16 A7/0 SHALL 0 EXCEED E MAXIMUM AS D. DESIGN PRESSURE RATINGS INDICATED ON SHEETS .1 MINIMUM M T 1 1 FOR PMIEUM ( ) C )THREADED PENETRATION O WOOD OF TAPCON ANCHORS SHALL BE /I AND 2 ELCO TE PLUS
<br />3. 9 TMRU ,2 a 17, 16. AND PANE+Mar FEMALE IO.
<br />N ORDER TO WERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOWS DETERMINED PER ASCE 7-16 SHALL BE FIST
<br />REDUCED TO A5.0 DES" PRESSURE RATING BY MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/ MAX. (AS.0) C.2) MINIMUM THREADED PENETRATON Of LAC SCREW. INTO ME WOOD FR/WE UNIT SHALL BE 1 1/2-. NO THREADED
<br />DESIGN PRESSURE RATINGS OWCATED ON SHEETS 3. 9 THRU 12 A 17. 16. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REWIRED THREADED PENETRATION.
<br />N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE N ALLOWABLE
<br />STRESS FOR WOO LOADS WAS MR2 USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD WAS BEEN DETERMINED IN C.3) W OMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INDICATED N THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 20111.
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOW SUSHM SHALL BE 5/8-. 1/4- I-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS jOB14.01-01 AND /0219.02-09. AS SHOULD STUCCO EXIST. AND I- MINIMUM FOR WALLS WITH NO STUCCO.
<br />PER SSTO 12-99 & ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT /I123.01-10 AS PER
<br />TA5-201 AND TAS-203 PROTOCOLS, AO AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) INCASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS FOUND ON THE EXISTING
<br />FLORIDA BUILDING CODE. WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN CA). C.2) A C..)
<br />2. ALL ALUMINUM EXTRUSXM TO BE WW-T6 ALLOY M40 TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER,
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING NSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE 60 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEP' THAT HFADERS0 As (I SHALL NOT BE USED.
<br />STEEL DESIGNATION W/FY- 92.2 MN (AFTER ROLLED). 9, IT SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5 ALL SCREWS TO BE STAINLESS STEEP. 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ION ATTACHED TO INSURE GE. PROPER ANCHORATHIS SHUTTER SHOAL ONLY BE ATTACHED TO CONCRETE. BLOCK( OR WOOD FRAME
<br />BUIL)INGS.
<br />50018 W/ 50 A,, HELD STRENGTH AND 90 AS, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.3.3.4 10, EACH REGULAR STORM PANEL WI LENGTHS OVER 910'. AS PER SECTIONS T, 2. 4, 5, 6 AND ALTERNATIVES iW, 3W & 4W ON
<br />SHEETS 4. 5. 6 & 7 RESPECTIVELY; SHALL FINK A LEGIBLE AND READILY VISIBLE IA INC INSTRUCTING OWNER OR TILL ANT TO
<br />6. BOLTS TO BE ASTIR A-307 GALVANIZED STEEL. OR ArSI 304 SERIES S7ANLESS STEEL. WITH 36 Xs MINIMUM YIELD STRENGTH SECURE PANELS WTIH APPLICABLE MNFDRCEMENT WRING PERIODS OF HURRICANE WARNING.
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS: IN. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WWCH REMAIN IN CONTINUOUS CONTACT WIN
<br />THE BUILDING TO PREVENT WING/RAINTR N INUSION
<br />(A) TO EXMTNG_P .
<br />- 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. NC. (Mn. fc-3192 p-a.) 12, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INVICArED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4' 0 . 7/8' CAI ANCHORS, AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />- 1/4'0 , 3 SOLID -SET ANCHORS, AS DISTRIBUTED B1' ALL POINT SCREW. BOLT Q SPECIALTY CO. 13, (o) THIS PRODUCT EVALUATION DOCUMENT (P ED,) PREPARED BY INS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />(MITI 10
<br />PANEo ATE FOR A WE SPEMC PROJECT; i.W. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O.
<br />14-1 P T PANEIAN PLUS AS ED BY ELCO CONSTRUCTION PRODUCTS
<br />- / 0 ANELMA E FEMALE O 8 TE ANCHORS. MANUFACTURED
<br />- 1/4.0 ZAMAC MUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. (M) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION AICLUNNG LIFE SAFETY OF THIS PRODUCT
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4', 2- FOR ELCO PANELMI AND BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY-
<br />1 3/4- FOR 2AMAC NAI N ANCHORS.
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL SE CONSIDERED I VAUD IF MODIFIED.
<br />A2) CALK-N a SOW -SET ANCHORS SHOAL BE EMBEDDED 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />STUCCO SHALL BE PERMITTED. 1/4. 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME rHE
<br />AND I' MINIMUM FOR WALLS WrrH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGINEER, SHALL SUBMIT TO THIS LAriER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH To REACH THE MOAN STRUCTURE BEHIND SUCH PANELS. (e) THIS P.E.D SHALL IRAN THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED N 0.7) AND IN A2), ENGINEER OF RECORD THAT PREPARED IT
<br />(8) TO EXALTING CONCR_FTF BLOCK WA_ ASTM C- DU- 14. SHUTTER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- I/4' I TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILOEX, INC. PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />SHALL BE PLACED FOR ENTRY OPENING, LABEUNG TO COMPLY WITH SECTION 17099.3 OF IKE
<br />- 1/4' 0 . 7/8' CALX-N ANCHORS. AS MANUFACTURED BY DFWALT, INC FLORIDAB UII%NG CODE.
<br />- 1/4.0 X 3/4- SOLID -SET ANCHORS, AS DMMSUTM BY ALL POINT SCREW. BOLT • SPECIALTY CO.
<br />- /t4-10 PANELANTE FEMALE O AND PAlELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P IIIIINIA
<br />- ,/4. 0 ZAMAC NAKUN ANCHORS. AS MANUFACTURED BY DEWALT, INC A Ik A T/(
<br />j• t`..,...,/Q
<br />'uCENS•'':�9
<br />B.I) M"NUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZAMAC NNUN ANCHOR, INTO THE
<br />FLORIDA BUILDING CODE Non High Ysl«I Hurricane Zorn
<br />BLOCK UNIT SHALL BE T 1/4- ; ..
<br />AMA
<br />0.2) CALM -IN & SOLID -SET ,ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. - '1RTO44 67 i elmo n1¢o. Nc. 24 GAGE CALYANREb STEEL STORY PANEL �,'F,
<br />JO 1E%IST,
<br />STUCCO SHALL BE PERMITTED, 1/4. III SCREWS USED SHALL BE 1 7/2- LONG MINIMUM S.LD fr * �, I�}�,am.,,�__��- "M/M
<br />-
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. S'CL STATE( PROTECTION PRODUCTS. U.C.
<br />F ' -7' IL E C O INCGLOBAL DUE
<br />y'•, �f.� // - _
<br />8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUN 1,10I I / Tium T'IW+a R [ COINAN'( yq ti
<br />EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH P \� /// A, r >s eKrr, A aIw
<br />SS G -. O`A - r �a� n,_I.n +a.4 (+a des- sAa FAC (eN MIA 6 n 20-175
<br />ANCHORAGE SHALL BE AS MENTIONED IN B-1) AND N B.2). hI /OPAL N CA -BODY 8719 wrAFI.I r. - I..IWAD K..
<br />'FA...W11,1 N PE KA/2 I.PK/MR W..". A TIER .Y_ PE Y IT-,N
<br />now t T SAI¢T , d 1e
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<br />INSTALLATION
<br />INTO POURED
<br />Ql15ING POURED CONCRETE
<br />DETAILS
<br />CONCRETE OR
<br />-
<br />FOR REGULAR PANEL
<br />CONCRETE BLOCK
<br />- POURED CONCRETE
<br />in
<br />STRUCTURES
<br />DiNF CONCRETE BLOCN
<br />CONCRETE BLOCK
<br />11 I
<br />REQUIRED.
<br />I REQUIRED.
<br />(SEESCHEDULE- I
<br />SHEETS 9 THROUGH 10)
<br />__.O
<br />(SEE SCFR:DULE ON
<br />SHEETS 9 THROUGH /0)
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<br />EXISTING POURED
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<br />pA1EL ,EMII„R PANEL LENGTH
<br />11 (SEE SCHEDULE 1 (SEE SCHEIXLE
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<br />(SEE SCHEDIIUE ON - I
<br />I ,
<br />I
<br />I
<br />SS EEDI'E ' ON sHRE;ET J) -_._. - _ ON SHEET 3)
<br />sHEETS 9 THROUGH 1,T(`I
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<br />W/O ONLY VAN sow 21
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<br />ANCHORS RE
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<br />(SEE SCEERED
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<br />SHEETS 9 THROUGH 10)
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<br />FLORIDA BUILDING CODE Non High WI«(t Hu cone Zone
<br />ED. -EDGE DISTANCECOMBSECTIONS
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<br />*
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<br />0. 44167 ., .
<br />-
<br />STATE ��.•'�* _-_
<br />- WLTED0. INC 24 WAGE GALVANIZED STEEL STORM PANEL
<br />I L E C O GLOBAL PROTECTION PRODUCTS, LLC.
<br />also n.
<br />07na/TWm
<br />(SEE SCHEDULE ON
<br />SHEETS 9 & 10)
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />:10'•.
<br />- �'
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<br />P. -` 4 / ___
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<br />INSTALLATION DETAILS FOR REGULAR PANEL n INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES _ )INSTALLATION DETAILS FOR REGULAR PANEL C� INTO WOOD
<br />_ T Yn. ._ ._-._ _- O.. ____ __. _ _)
<br />(SEE SCHEDULE ON - I SEPARATM)N I 1 7 - -_
<br />ALTERNATE CONCRETE WOOD ANCHORS j i-- SEE GLASS.
<br />SHEETS 9 ANCHORS LTHtl1OXR1 10 OR CONCRETE BLOCK (SEE SCHEDULE ON I�: 1/•'Ir-a0.,• 1 ( K"ET 3)EDULE I /s'�=�T• LEG
<br />SHEET 11) - O AL1p tntn I ON SHEET 3)--O�Aw�@ 4-.9' (WTI.) EXISTING woo - - -- _- [auT1oN1S
<br />CONC ANCHORS / .-W • e ,/4' o.c L_ __ _ _ _ l m.lwa BEAM REWIRED. ;/N
<br />(SEET5�9STFROl1GR f0). E%JSTING POURED CONCRETE_ ) F �FA7L9Ep CONCRETE �. , , 'I _ ; - .____ -_ ._ f---- -010 7� ADEQUACY OF EXISTING WOW
<br />OR CONCRETE BLOCK -
<br />ANCHORS
<br />CONCRETE
<br />IXISTIND POURED REQURED. ( SCHEDULE d1 REQUIRED. ER '( - O MOOD ANCHORS - _ _ ,1 1 _ -_-__ _ - -.I =`iI _ __ --�_ f A� LENGTH EE INSTALLATION. CERTIFIED IOR TO � EP +e- EC -' I _.0 Cn D
<br />CONCRETE REOIAWEI3 -E-D. / L LEG - _ SHEETS B THROUGH 1 / O WOOD HEAIDFR , . W - SCHEDULE ON QI IXSTI - - _ __ _-�,__:_.. _ _T_ _ ON SHIRT t FOR REGISTERED ARCHITECT ENGINEER OR 'HOOD ANCHORS ALIENATE W000 NIC>ORS _ _ �-- -- I1 - t' r - , 11,' NETT wYld tU0 [CD I�WI
<br />by_ • �j� '� / ,•Y.. le t/4' ) 1 SPAR 6 SEE SCHEDULE ON (sFi SCHEDULE ON `U _ IiW e+RNx to Spew aR
<br />%ri• i _% t/a .l IqI WMIIDI KTAO Ep /%:'•j/ �� E1/4•-Aa---to-. -•-CNN Hem w%sow I/2' �,/4' SH ) SHEET ) -S _ •, /r o.c /Kul
<br />-NQREIE ArNCHORS� 1 _ � ,2 oa YL W/ uur / b __ MAX._ E _ __ _
<br />11/2-, It1AX t7 • I ELF./Gil I Q< MAX. EET 11 1T L _- O EI .a uAPI' SS r,l w
<br />-- I 1 -� EO t 4' /
<br />- 1 SHEETS 9 THROUGH 10 1� �� , ED / 2 I REQUIRED 2 /. I ED ,!r I I ---J MAX. w000 HEADER 3 1/2'
<br />(SEE SCHEDULE ON /r 1 T i WOOD HEAD R
<br />J 1 a G T J I 'I{ - --'�`- ---- --- -
<br />-- . MAX.IIAX. l
<br />1 1 I ��r1�+ xfi0 ears %/ I i 11NN L I ,. 1fn I O ED I C I IXi571NG 1 (}( {--. I -T- f REWIRED X ._I_ - ,s/s•� IW •an l
<br />ED ---Rl- 6 / o % I 1 Moe. I I F I '� - __I----_ _, G=A 4 ( 1 / e I wRgTw s ,H• o.e /^)
<br />V /
<br />EDST1 1 ',,, / 11 / / , / / MO. I 1 MIn. I @ I" III LONG KLAAFNM SPACERS.)* 12 1/2• I ' I (S�EEOSCµ SCHEDULE oN
<br />NEE I / j/i //// /// 1 PANEL LENGTH I I - .. _ 2' I
<br />--m- j ) � D ;F...; 1 ON SHEET } 1 1 1 9ES I7)
<br />,� 1, SEE NOTE BUD* FOR LIMITATIONS FOR 1 w' I ® 1 1
<br />I E. J/ , j' %// //`- I (SEE SOIEDULE I I 1 ( I O.C. (SEE TABLE /i ON SHEET it.) � Min. I
<br />i i }/Ar Ip1 j/ �/� I �i SEPARATION I O 1 SE
<br />1 Cl) 1- E L MAX 1 1/2" LONG SLEEVES- /SEPARATON O "''.. I o
<br />ss z e i�^ % / /i -1 TO CUSS. I ON SHEETS r- TO GLASS. I PMNA LENGTH 1 I PANEL LENGTH »6 GLASS.(SEE 1 11 I
<br />I _ .�. raR rN:6 n. ON TO OASIS. 1 Ip•I.-mIIT• (SEE SCHEDULE 1 ,/-";;L 9 e to / (SEE SCHEDULE 1 (SEE SCMDIiLE j i (SEE SCHEDULE 1 SCHEDULE 1 1/fY-Im1•
<br />Z.
<br />au f 4) L• Maa (SEE SCCFEED3LE ON I �eoua p 1 ON SHEET 3) 1 ss san w 1 ON SHEET 3) 1 PANEL MI E FEL W E O oR PAFEL MATE 1
<br />a SPACER ON SHEET 3) L - j ON SHEET 3) - 1 ON SHEET 3) l as. ai w I Min. SEPARATION TO GLASS. j
<br />PANEL LENGTH 1 . I (IeE RKI RR- 'L' MOa. i 1>c/i eanl W ': - (SEE SCNEDIAE ON SLEET 1,) /a'I-A1•
<br />A 1 -. -- - -.-- - f 11 )f o� YL LENGTH
<br />-67 E 41 i aaEl� ; ) I PLUS i _ A/` - ! ; (I✓t ra WNt r (SF.E SCHEDULE ON SHEET 3) 1 Sa ea1�5 wt� 'l' MAX.
<br />YI 1' =- a.0, 1-Y) PANEL LENGTH 1 - I I... AT u MM i I 1 1 LOaa, OAR 7�7 I.
<br />MAX. i___ - ,` _ i ( - �, (SEESSCHEDUE
<br />0 Mn. RATION I TONS SHEET S)E 1 I _ _ _ _ _ EL IiNGTH ^
<br />1 IXISTI L.. _. _ .. Ex1STK9G.,F [■[/�/tP{�Jw�� I - . _ _ _ 1 EOSTING I I U�iDnIRIIIOAJ11t -1) EXISTING-__ (D O�1A55. I 2•.4' WOOD ----- 1 A ii
<br />TO GLASS. I ^ F1 I (ON SHEET CARESS ) _____PCB I 7 EIS_ -1 1 _. _ . _ _ 1 �S �1-iSEE SCHEDULE-_ I - 1 PATE REQUIRED 1 _ I (ON SHEET }SEE � IX1.4 ) LBCIK Ou Y-s') ON SHEET 3)
<br />-1U)
<br />�_ Lr_;-__33 I-_._ �j
<br />0
<br />i(sEE snEnuRE I tJ so)E cLAss L -- - -='F- =1 1- __ T I I I ON SHEET }) 1 DIRECT MOUNT W/ SPACER r- i- - 1 - ! _ I
<br />CL
<br />- - b s(SR
<br />I ON %W 3) , a t' / I 1 of *L I -_ V, - - -- r-I 1 * I ALTERNATIVE 2W` I : 1 - I Q
<br />I MA%. /i /i // MAX. �. I -O I 1 O' I- -., SCALE 3/Bat • 1 1 O S I I - O OF 'L•
<br />'^`F 1 /✓.' // f/ I . / / / / I I I I 1. 1 1 - 1 MAX.
<br />V -L_ _ ,�Y / ,' sox SEE TABLE T ON SHEET 11 FOR MAX. PARR LENGTHS & OF 'L' r-t 1 I
<br />1 I - -.L�f ED /� 1 I ED , /� FACER I Ulf .L. 1 I STIR 1 - I O ,2 1/2' O.C. MAX. AS0 DE LOADS FOR TITS INSTALLATION I I MAX. L L--n, 1
<br />1 , e 12 1/2. O.C. //�; - - --_ - - ( / ; j LENGTH I MAX 1 1 OFT ED I E O. f
<br />I 1 ( ,/r 4, I r� I I �i� MAX. I I 1 ®,/r D.C. _ -- I- -
<br />( ._I , 4•r-:a,' ____- I A, 1i_:j' 1 E I EO 1/2• a)
<br />1 I , I _ FM 1 _ _ _2w
<br />1 _ , Ct1NCRETF A.OHOR$_ / ' ..� CONCRETE ANCHORS 1 C I-) 3 4' 2 1/1' O.C, f - _ can __-__ 1 _ 1 e So NO SH I �s,1EX
<br />\ \\ \�\- (SEE ETEANC ON (SEE SCHEDULE ON /, ___ _. I i 1 ECG - I:I: I i ALLOWED T _ - 1 - 1 ED R e 4 gip-CG
<br />EXISTING POURED ` �' - I _ \ \ t
<br />1 V
<br />CONCNE,E'ee�'+:.\\ \�\ \ EDGE OF WALL OR STAB SHEETS 9 THROUGH t0) ��. SHEETS 9 THRDOGN 10) _. �2 t/a' LONG MAX. ALUMINUM _ _ - _ -_.J__ _ 1r00DSTAGGANC/ORS **NOSE• I __. - -__ - ._-__-. _
<br />.� (ALT. CONDITION) /� B SPACERS e 6 i/4' O.C. VALID FOR EQ - I, I _ (SEE SCFIEDUtE ON SPACER M WAIF K 1 1/r LONG F. 'X
<br />E w
<br />11
<br />REOUREO
<br />3/<-\, /// _ Nc POURED CONCRETE ALL DES" LOADS ANTI PANT -PLATERECIURED _. L
<br />p 57I
<br />�R CONCRETE BLOCK EXISTING POURED CONCRETE LENGTHS PER SHEET }. I - SHEET 11) I (,) IrEOWNArDFI 6 unm To A aE STar eLE0Iw4 MIRK ,Y-0' -.. __ _- _ _ _..- - - DECK REQUIRED 2 W000 ANCHORS
<br />CONCRETE ANCHORS _\\\�%/ REOURN. OR CONCRETE BLOCK � 2-.4' WOOD 4 *M2SE i MAX LFiFA IgaF KOwr (TKaI e A w]RlsnoK FTIw ,wr WOOD ANCHORS .. .. _ 5[E SCFEDU(E ON
<br />�,I �-' 1. MAX,LONG ALUMN" SPACERS O - I : eR9na FDea a mmomy NOUTm W OUT It).
<br />(SEE SCHEME ON t_ PEOINRm. �7 / ( / PLATE REWIRED : WOOD ANCHORS I (SEE SCHEDULE aN -_ 3/4' - SHEET 11
<br />,' YN 9FAw2DK t0 aAa ebrwTm _ 2•.4" WOOD .'-..-_-___ ..
<br />E.G. ---- /. 12 1 2. O.C. SEE TABLE 1 ON --. _ _ __. - ,.� )
<br />SHEETS 9 THROUGH 10) SHEETS 9 e 10.) STAGGERED W/ STUD OR SH W 3 % K AWMW= ro I/.• r - uI ANCHORS ITIDN6 ,HILL COMIIOENT M 9,AALD, MATE FEMME 0 W SHEET 1 i )
<br />I
<br />(SEE SCHEDULE ON LONG A6 THE FaLLOW6A0 OwwRD- ME I _ U CUTE REWIRED pA14 ylaE p(JR) w,OAI K SAC® WWIMY AT a t/4' aG
<br />SHEET I1) Cowin Wtn! PM a A R[S,NOTDR FROM t2 1/r D.C, W.04 ALLOWED ON ....
<br />CEIUNG MOUNTING BUILD -OUT MOINTING WALL MOUNTING ZDIRECT LIOUNT SPACERS OR � - (') PATH 1 A. KSON F•E1.aE 2' M^. _
<br />M79D 8 fq -p IAaf. (3) MAX 24 SINK MAta U7gfN O WIEO ro N' A ANY arENlp vJ
<br />SCALE 3/6.1' SCALE 3/6-+' �, I WALL MOUNTING / DIRECT MOUNT CM e A NEatWr4k FROM IAMM PANEL IaaTw AI2AIWED a
<br />wAE 3/6-1' u) w�eKal MOW PAn ENGII, • SOEOLAL S bB ,1). CEILING AND FLOOR MOUNTING • -
<br />WALL MOUNTING (3) sawl PANIC. rrAwo E aRlr ALTERNATIVE 2W 1 (.) 1 1/2 LAIC VAUR WW*Wff M SHALL K AS WDURD ON ALTERNATIVE 3W BUILD -OUT MOUNTING L
<br />MITI AN ❑aPim WOOD rM,E WML SCALE 3/8-1- MRm I. WwD4U1DM OF I ,/I• LONG WACIM M III ONLY ALTERNATIVE SSW M
<br />ALTERNATIVE 1 W I IAALa FOR OW =cRn 1, 2 AND 3 A s 04DUED OY AaM SCALE 3/8-1' .-It SCALE 3/5-1- L W
<br />SCALE 3/8-T- (4) OCULAT M WIND ONLY r0I1 WIND E,-Lo SMlDAM AND M 2N0 (7N EDT19W) Q TIE FI.OIeDA I FrN�
<br />ZOIE9 1, 2 e 3 PER ASTM E a`Y0e10 CaOE `DER A. TJ(�/a
<br />LINIFMMAWNA 1906-4a, I 11N ,(W r
<br />TER A: TT l/11�e1ER 0.; T/(�l 3�:' uCENSF ., cW
<br />V '' CEN • �L tlQiES: �`: -`N Ci s '' :;�'� NOTE FOR COMBINATION of SECTIONS: ' I'10. 14167 FLORIDA BUILDING CODE Non h Velocity Hurricane Zorn G V se FLORIDA BURRING CODE Mon High Velocity HUrrkon• Zorn FLORIDA BUILDING CODE Non H(h Veloci His cam Zone I. INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. ' Tf '
<br />s D. 44167 1 °'tee MR= A'c FA' NOTE FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. ? . No. 44167 .. 1 ompo TRA= IK 24 GAGE GALVANIZED STEEL STORY PAWL FA' TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.T AND PANEL LENGTHS - ° 01aTDLo' INC-24 GAGE GALVANIZED STEEL STORM PANEL III
<br />24 CAGE GALVANIZED STEEL STORM PANEL am* W. DESIGN PRESSURE RATING (p.s.t AND PANEL LENGTHS = owMM er: - STATE OF ORIONA er:
<br />-z * I * . * _ ) : * ; COMBINED 1N ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />NOTE FOR COMBINATION OF SECTIONS: ,: C-_ - o7M/NIe TOP &BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = * . *' _ O,R:• A( 4r IZ-_ Z
<br />,- ¢ W/I7/NMI MSTALUTION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .. - I 97M/Pea
<br />LD. -EDGE asrANK;E ?' •.• STATE OQ - L -, IL E C O INc. GLOBAL PROTECTION F Ll•C' M2 COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') �' '•, STAE Qh --- IL E C O ENc. GLOBAL PROTECTION PRODUCTS, I.I.C. WE- MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �'Ay - - ' -- IL E Y O ENc. �- ��� PRODUCTS+ �' BAR:
<br />(SEE SCHEDULE ON TOP &BOTTOM MOUNTINGS CAN BE i f p _- -- W@ LW 51 s11HLET INSTALLATION. - O f - _ --- tNHn a COYPANT ROI _ 51 snw DENSITY OF 0.55 OR EOWL. TONAL E. nu. �n I 6 pwaN COMPANY
<br />.m s.W at muF
<br />(ORIO N�� RANT • OOMPAMY (ORIO �
<br />SHEETS 9 & 10 COMBINED IN ANY WAY TO SUIT ANY ',O '• •., -to '�'i III, ar. t 4 TY WrU /rra h n,lA OWE. ft }]3fA 4' AI A,A �.J Y. r s 1Frh Ira h NA. iMAE• n- 7i3+4 A�, SIa `r a „W1e RICK R a,41 p-? ti ]3]u 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD F^:w'2.P 20-175 FNnulMu,+ 20-175
<br />•)y,. •' ��i „o.: W)�-,w . r.: ta0 e,-w7 TIDE: tw)eai76.e. rAT (W„aa-eAT */ • • • • •' N - ON III, are m-AA, FMpYG Be.XA 7-W W. (S I )n9 M7 rr . CAR en . Fa I O N IT IMI PHONE, (Y )4 7K4 F_ (6OAkN-TOW;
<br />INSTALLATION. ' , !0 "' E ' �019 DawW4 Me MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC •• sr 9IMrM - / .04 wrea. rw,D r
<br />A1111NOL >T 719 nAI ael-w W 11I� DENSITY OF 0.55 OR EO(U1L. AA-Ww T-/-- �. TLU7M 1 T NIF 'PF a N I.E.Wul/Ma WulJiv ,E ��aTIN' �r ~• `r r awsl > K n �1
<br />WK1D1 A F, Ut. V.E. r WELT e O ,I WrLom w I Ur.. PL r,F,tl w or WrUFA A IaLT A.. Pf
<br />a
<br />SHEET NO.
<br />SH 1.3
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