|
= sRmloN$ 1. 3 6 .
<br />ON REn 4
<br />ONCRST ARC"li"s
<br />w Z`eb� ON
<br />mIU`RD
<br />AMIN"
<br />IV
<br />"ClARD _
<br />AUUIRO) . -
<br />ma
<br />ON SIAM . A.)
<br />WALL AND FLOOR MOUNTINre INSTALLATION FOR 7r,
<br />SPLIT PANELS (AM sm.,mu 0.
<br />- _7
<br />T_ -i T
<br />Too wm.�
<br />T, 1 717 r
<br />77 Itt L
<br />M L J�
<br />GE Of
<br />-4,
<br />Jnll
<br />_j
<br />3--
<br />0 c,
<br />Tillf
<br />T
<br />U
<br />r
<br />Ta w w-w
<br />J�. RANA`
<br />SEQILO 1
<br />SCALE s/e- I'
<br />NOTE: MV'UON CAN ALSO BE INSTALLED W/O STOWM PANELS ON TOP
<br />OR BOTTOM SO THAT IT 6 LOCATED AT TOP OR DO170M 0; OPEMNG�
<br />(ONE PANEL OPENING W1 TUBE TOP & BOMM)
<br />----------
<br />MULLION SCHIFOULF
<br />N, n,
<br />M
<br />�' HI-4 I
<br />ANN
<br />4
<br />11-Lt if i
<br />Vi T T 0 T
<br />rbo,"lo" INTO
<br />al�
<br />nunt
<br />ROLM
<br />A/2 -H I- T A/2
<br />dr,4
<br />2LJT S EL EUMON
<br />WALE SCALE
<br />kw. MULLION
<br />REQUIRED M.,
<br />GPM ITA)
<br />7UDE MULUON - I
<br />, A.-V
<br />v � 3, . 'le
<br />> 4-6, TO 5,-8,
<br />2*. 4' Ile
<br />W-R, TO V-10"
<br />INSTALLAIJON DETAILS FOR REGULAR PANEL5d &
<br />INTO EXISTING WOOD STRUCIM
<br />I r43- M
<br />Is
<br />X
<br />t r r
<br />CAI- WIN L55
<br />IN=
<br />WALL IWOUNTI
<br />INUALLAUGH - ALTERNATIVE 3W
<br />SCALE- 1/4- - I- Ewym
<br />Oil
<br />BUILD -OUT MQUNTI
<br />INahuAMN - ALERKM I w V
<br />CEIIJNG A FLOOR MOUNTING WALL A =R MQUNTIN
<br />INSTALLMN - ALTERNATIVE INSTALLATIONS - AIJERNATIVE
<br />X" wgutmu (SECTION AT TOP IS UMMED TO +b&5-67�0 MAX. SCALE: 1/4* 1'
<br />INSTALLATION - ALTUNATIVE �&D. DIESIGN PRESSURE RATING)
<br />SCAUE. I/lf' I- SCALE: 1/4" - I'
<br />-Alm,
<br />SCALE 1/4- r
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A-S.D, DESIGN LOADS
<br />P To 5, 72.0 AND PANECS TO 8'-S"
<br />U .55 p,i.(, LENGTH UP 0 FLORIDA BUILDING CODE (High Velocity H C... zone),
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 'TO BE SOUTHERN
<br />PINE NO. 2� W/ SPECIFIC DENSrrY OF 0 55 OR EQUAL .20. TILTeco. NIZ
<br />No, 4 16 20 GAGE GALVANIZED STEEL STORM PANEL
<br />In. '
<br />(�D
<br />F7�_*.
<br />ST E of ------ GLOBAL PROTECTION PRODUCTS, LLC. "'M
<br />E
<br />Of --. ,
<br />I L ItC _0
<br />TOP 90 TOM MOUNTINGS CAN BE nuff Telm"M r 0 MOA0 'L = 4
<br />- ... 05
<br />TIN
<br />COMBINED w mow- (as.)60-7.5. r-
<br />ANY WAY TO SUIT ANY U&N.- TIM
<br />lII
<br />INSTALLATION
<br />Ole:
<br />t4atlk i4i, j 14
<br />MAXIMUM A.S.D. DOIGN PRESSURE RATING (aa.f.) AND CORREaPQNDING
<br />MAXIMUM OL! WtiEDULE
<br />,VAUD ONLY, FM ..... "0 krij , - 1. - - I . . .1
<br />clmnam
<br />To En ARAM
<br />1 1 1
<br />I
<br />I IrAD ART
<br />of TWO,
<br />."A -72A
<br />T-V OR LESS
<br />40001JUD
<br />TNRV a A i
<br />.5524 -120
<br />'75-e To W-a" M
<br />2 3/4- UNSOL10
<br />I 'Ift 5 A
<br />2 WIP
<br />+43�, -464
<br />12' - OR LESS
<br />1 %/2- 8, a
<br />- NUM Al 114'0-MI'SS W& & WORINUT AT OVOW & QnDVM Of NVAL
<br />NALID ONLY FOR FANELSTI I& 0A) METALLATIONS AS PER SECTIONS I THRU 7� ON SW = 4 A, 51
<br />Mwww ksa�_..
<br />,",U "C"M spcm MR to. - 3 w- .
<br />l APPLICABLE TO
<br />TAPCON CT 700-MIP CALK- PANCLAIAlt 0 1 PANOUlATE -.US
<br />DES"
<br />PRESSURE
<br />ROM
<br />Of TWO
<br />To 0
<br />Wor.
<br />10 CONCIRM
<br />CONCRETE
<br />MOO,
<br />I C."am
<br />To ."I,
<br />To
<br />10"ORVIE
<br />SLOCK
<br />II�A
<br />V.
<br />WA
<br />.1A HJA
<br />N/A N/A
<br />6'
<br />K/A
<br />N/A
<br />15' WA
<br />N/A
<br />1�
<br />er
<br />A/-
<br />NJ.
<br />1 (TOP3
<br />(80770m)
<br />CTOP)
<br />N/A
<br />N/A N/A
<br />N/.
<br />1. i-NiX
<br />5
<br />N/A
<br />(90"CAO
<br />.55S. -7i�o
<br />r N/A
<br />IN , 1. N/.
<br />6
<br />N1.
<br />N/A
<br />1A
<br />�0_s� ON LM
<br />OR LES-
<br />-
<br />ar 57
<br />N/A
<br />N/A N/A
<br />6-
<br />N
<br />NJA
<br />(w)
<br />1
<br />N/A /A
<br />1 12 1/2* 1 6
<br />l7 1/2-
<br />5 I/A*
<br />A A, (qT,.)
<br />(lopleorroo,
<br />SEE SK" 1. -6 1, Pill ANCHO" I'Pr A wham FOR wSrALLATIONS INTO wow 'PAW MOUDINQ
<br />MINIMA ANCHOR SPAC*" W MINUILIN EDGE DISTANCE ART INDICATOR ON INIS 50HIMULL MR E.01� _ESS
<br />THAN W�Tol ON SCHEDULE REDUCE ANCHOR 9`ACING BY "11PLYINO Sp�`c SHOWN ON S"M� IN
<br />SPAC`W` O"N"T USW
<br />THE IVILUDW74 FACTW, TOP THIS OPERATION TO BE POSSO.F. REDUCED - "ACTOR
<br />NOR BE LESS 11ION IA4004 SPACIND KDRATED TOR kAiN ANCHOP T"Ps At ANCHORS =END,
<br />NIONOR TIM
<br />N.
<br />AMK LIL OW MOM
<br />FAD=
<br />In. � 5/8' am INOM BUSHONG W/ Itj�TALLATJQN
<br />12EIAIL-5 F9R REGULAR PANELSa
<br />;i4l
<br />14*1-2DW SS. M_% * 6 1/4' OZ, FM
<br />FANEL LENGtHIS UP ill IE-Q- AND 4 " 11"
<br />INTO EXISTING WOOD STRUOAlffd
<br />1OR LIN10"cl up w W-4, 0_1 ON
<br />/2' 146,, THIMACED
<br />Eof
<br />-
<br />J-
<br />4
<br />1_0
<br />I wt.,
<br />ALIERNAIDM I W
<br />ALTERMnYL2N
<br />sm SCHEDULE
<br />ON SKET A
<br />SEE SCHISCLUE oW SHEEl A
<br />se-ARATIoN
<br />To alms_
<br />SCALE 3/8,1*
<br />-4-
<br />SCALE
<br />FOR W..
<br />sEPAR"T"
<br />To CLASS
<br />Ty
<br />;
<br />CRR`
<br />J,
<br />a v
<br />ED
<br />ED
<br />DO
<br />IT
<br />"oo') Por
<br />1/4' W. 5/6' LONO BRASS BUSHING
<br />REQUIRES
<br />w/ /41.-2oa* s$_ 43� 6 0 tie DC
<br />LENGTHS UP To s*_O` AND 9
<br />40
<br />L
<br />FDA UDIGMS UP To W-3,
<br />me ,0 PANEWIT FQAN.E to OR
<br />aw 111�� PANEL WATE PLUS o 12 1/2" 0. C
<br />1/2' V THREADED KNE11RA"on At
<br />q. %CRXWS
<br />___1 jr wl, wm Fll
<br />ALTERMUYE 4W
<br />or am" "OOD PLATE vv�
<br />LE# SIT UP 10 e-w I"
<br />2 l, PLATE NORM a
<br />KcUjec
<br />SCALE I/a. l
<br />A
<br />scAu 3/8-1-
<br />IIIIECT
<br />U NG lb
<br />CON IONS a, A14PI40R 4M ONS
<br />NOTE SHUTTER INAD(S NOT 54MI FOR CLARITY
<br />A1811'EIRRI&N 6W
<br />SCALE 3/6-1-
<br />IJERNATIVE.IW
<br />SCALE 3/8-,-
<br />NOTES
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WfTH A.S.D DESIGN LOADS
<br />ENS,,
<br />'come
<br />UP TO ,55,5, -72.0 PSF AND PANEIL'S LENGTH UP TO 8'-B'
<br />FLORIDA
<br />BUILDING CODE (High Velocity Hu
<br />Zone)
<br />7
<br />2� FOR NEW WOOD FRAME CONSTRUC ION; WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC OENSM OF D.55 OR COUAL
<br />z
<br />-Iwo TLIECO.
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />rP.
<br />11 L R
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />DATE!
<br />TOP BOTTOM MO LINT NOSSCAN BE
<br />C 0
<br />vNe.evello cawp"Y
<br />4AW &*� 51 SIRM
<br />COMBINED IN ANY WAY'TO UIT ANY
<br />INSTAUATION
<br />A, Tw
<br />LWaF
<br />INSIALLAIMN DEJAILS FOR REGULAR E!ANEL_$(j
<br />INTO EXISTINr WQOD STRUCTURES
<br />iT
<br />Wwamwt PLUS 134-10 PANELMATE PLUS
<br />9 b v- W/ 1 7/6
<br />tls,., ZU4 THREADED PIEWMTON TO
<br />WOOD
<br />ETTsTwO WOW HEAVIER EXISTING WOOD HEADER EXISTING WOOD HEADER
<br />,
<br />_V�
<br />KIT 9
<br />lTLm I5,DIYSi,D*
<br />/4' at, at,
<br />WOOD WADER WOOD HEADER
<br />NO REOUIRED
<br />_43
<br />Tt-.
<br />Xii �t
<br />ON I SEE SCHV)w
<br />To. -u_
<br />r Pan W. sepAxTRON To. - SEPARATION
<br />I to GLASS. M aksms
<br />M PAND LEKTH M., PANEL LENGTH rL LENG17.
<br />(SEE NOTE 1) -2uw (SFF NOTE 1)
<br />ItS 7
<br />V�E
<br />OF
<br />OF OF MAX
<br />WAX No
<br />�N
<br />ED V&W SLID a 12 1/2" O.C. E*Q.
<br />to
<br />I IT
<br />4;� 1�4'9 LA. SCREWS
<br />2'.4' WOW PLATE - , , ! 2".4, WOOD. PL&E MIN. THREADED
<br />r.4- WOOD P
<br />p-lo PAN REOURED
<br />RCOUIRFD awTE PLUS REQUIRED PEWRIATION A
<br />MOWIDTH OF PLATE
<br />4' P.CEiZ.1
<br />"I/r
<br />�H YNA&O te
<br />1 "0 4 REWSa
<br />J MID WIDTH OF PLATE
<br />I., L'SIXCIEK0
<br />W/
<br />AT MMMTH OF KATE
<br />DIRECT MQUNTINQ Illff A
<br />1#1MH
<br />D 91 UnNG MaWAIJON DIRECT MOUNT WALL MNTING INSTALIATIO
<br />w,ALE 310-y- ALIERNATIVE I 9W
<br />6
<br />sckF �%Ja- I SCALE 3/8-1-
<br />1101m,
<br />11 iNSTALLATIMNS FOR ALTERNATIVES 8W. QW & IOW ONLY VALID FOR
<br />BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +43 . S. -48.0 p,S.I. AND Titij
<br />PANEL'S LENGTH UP 70 12 1 -4'
<br />2. FOR NEW WOOD FRAME CONVIOL[LITON; WOOD MEMBER$ TO BE SOUTHERN ...
<br />yahlse��
<br />PINE No. 2. W/ SPECIFIC DENSITY OF O.S5 OR EQUAL FLORIDA BUILDING CODE (High Velocity H. one Zone)
<br />416 wo 1x=1 INC, rp
<br />NOTE FOR COMBNOM 20 GAGE GALVANIZED STEEL STORM PANEL Dum W,
<br />lop * BOMM MOUKTINCS CAN BE
<br />10LOBAL ?ROTE
<br />COMBINED IN ANY WAY TO SUIT ANY CTtON PRODUCTS, U.C.
<br />11LIEC10
<br />INSTALLATION, 1`� TIM% am SM. 51 sow
<br />No Cow n_
<br />ce, T`mm`- W`%. 45* T.-MR-1091 20-176
<br />� -T iA- Dill
<br />lACTER k TLUf I`_ 1� in"i 20M i
<br />FLORKA - 1 -1.7 M
<br />U)
<br />-�6
<br />>
<br />0
<br />(3)
<br />CL
<br />CL
<br />0
<br />0
<br />CIO
<br />-0
<br />U)
<br />Q)
<br />(1)
<br />-0
<br />0
<br />0
<br />CU
<br />-0
<br />U)
<br />-0
<br />0
<br />c
<br />L_
<br />0
<br />CL
<br />=
<br />0
<br />3:
<br />=
<br />0
<br />0
<br />LL
<br />0
<br />-
<br />>
<br />Cn
<br />-0
<br />a)
<br />(n
<br />E
<br />"
<br />0
<br />1E
<br />F
<br />-0
<br />40-
<br />g
<br />Cf)
<br />CONCRETE ANCHM CONCRETE ANCIM FOR CONCRETE AWCHOft SEE so� M SHEET Ic-
<br />ON I'm Wow SCREW Sa SECTION ON SHM is AL
<br />($EE SO4EDUU (SEE SCNIMUU: EL11NA.1F. ALTERNATE
<br />AFEIY STORM PANEL SYSIEM
<br />i INSTALLATIgN
<br />SHEET he". 1. 2, iw/15 AT
<br />r*l/� 2/4, W4, 3/4 OR 4/4 r*I, 2 is r N DEJAU FOR QUION I EOR LIFE S
<br />/2- AT E.NO P.ANEL INTO EXISTING WOOD STRUCTURES
<br />STUDS a A- - -
<br />ROW On sCaft"A'DER PENVIRAN
<br />PIXRED t wow WAGER
<br />-4 TO H PANEL- Cn
<br />'IT
<br />_F7_
<br />I- (CASE r
<br />5/8 - 1q
<br />1 0 y Mill (CASE
<br />i - I f CD
<br />0
<br />STUDS 0 e4m
<br />�I mjil�, �i
<br />OVERLAP
<br />Tj T
<br />m HOL (D CD
<br />�-SEE SCWOUIE ON- SCHEDULE M� S,
<br />rSEE.H. T4 (END -WALI (�IGN PANEL I _R PANEL) N
<br />1, W. SEPARATION L! 1 ;A I I I
<br />To CLAM 0
<br />L I
<br />STIVO a 12 1 STW 9 12 1/` 0 C
<br />SEE INTERIOR PANEL '-ENO PANEL ED,
<br />SCHEDULE It 1/4- SEE SEE INTERIOR PANEL ED!
<br />(CASE 13 2 SCHEDULE t ROM NlEAD"-A
<br />a zklzil - 2 FOR
<br />s/5- Ihm� CCASE .)t
<br />E. -L-LL L U)
<br />�4. PANEL ID!
<br />(R OR 07- REQUIRED
<br />Tie :F "on,
<br />-C, 1111l,) I - 1 , 7 M. CIO
<br />(SEE DET V10
<br />ti OF, DIRECT MOUNT SPACING SPACING S ANC
<br />2 SAACTRG�
<br />I WA STAUKION (APPLICABLE TO SCHIEDU maloce
<br />QUAIL MOUNTING IH LE I DEIAIL 2 E tNSTALLATION (APPLICABLE IQ CHEDULE 21
<br />ScAls, 3/ir - I' SCAM- 1/10- . I- C"ERY
<br />9 END PANETS)
<br />Is" or� till MAXIMUM A.5.D. DESIQN PRESSURE PZATING (UJAJ kLTERNATIVE I ALTERNATIYE
<br />& 2p4) MAXIM E5!GN--- URE RATING (RALfa� -AN12 CQRRUPONDI i I' MACHINE
<br />%7 SCHEQU Z TO Oc
<br />f
<br />OR
<br />Po,sRo CONCRETE
<br />OR CONCRETE I
<br />Su" WALL CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ATC&IFOR MAXIMUM PANEL LENGTH
<br />Ej7. 77.77*1 & I W/ 15
<br />Ljj*1 14, 2/4. 2-/4 3/4 ON 4/4 2 &'IW/15 INSTALLATION5 INIQ CONCRETE & ETE BLOCK STRUCTURE5
<br />__C NtxwRli
<br />ALTERNATE LOCAPM : !RHEDUa
<br />RMTVAC ON SHOT 1.
<br />0.4 LIFE SAFETY PANEL 1,5 `,Ass' ITA W, - - - I M!
<br />All W/NO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE I&JOW) SEPARATION J,
<br />I� REGULAR PANELS W/ OR Sq-m PANE, MAXINUMM 14M OF W-GRIP 1 CAN -RI PANCUMIE FOWZ 0 PANEUXE TO CLA$S-
<br />WID REGULAR tPAC9$ (SEE NOTE I OCS" stamous # A, MAMW PANEL ED
<br />10 to To To ED
<br />TO TO TO To .0�� C*awm awTH TAT 910
<br />""'A", coweirm w THU SEE SHEFT 10 FOR ANCHORS M SPACING MR IWALLADDIS, INTO WOOD INAME RUILOM,
<br />00KRM ANCHURS / 'I �
<br />BELOW) LAST PANEL '.6 CONCRETE 'No,,m, CoNiopm
<br />IS Oj BE INSTALLED AS OONOTETIE
<br />Ef I;cHrams OR In _wm PAN -a OPENING SMALL SLOC. eL. COW
<br />OPTION Al FOR LIFE SAFETY STORM AlWiS MINIMUM AKWR SPACOKS AND MNVWUI� EDGE DZiAACE ARE INOACKY10 Ol " Solrbuu� ED,
<br />TO FAC CIO uw IT MrIlro oft SCKMAX REDUCE ANCHOR SPACING 01 LA&TIPLY-9 SPAIC
<br />ILITAIC 6 N/A N/A NIA 6' N/A S, N/A 6, N/A I &2170P) ED
<br />10 BE INSTALLED OR RO.OVED FROM INSIDE D. Ell
<br />-0 M & *$5,0. -72.0 -9- -7- 9- 1 (BOTTOM) SCHMULC eY THE M,ORNO WORS. VOR THIS OPERATION TO BE POWDLE
<br />'E`U`R` CONCRETE &4CHM PANELt 1 9. 9' 5' 5'-G' OR LESS SHOWN ON
<br />_j OF STRUCTURE REDUCED SPACING 0 WD USINO FACTOR VAL NOT 81 LESS THAN "MUM SPACM _T_
<br />(SEE SCHEDULE ON MICA110 FOR EACH ANCHOR TYPE AT ANCHORS LOGM. AOI PUW
<br />SHEET HI) -co 6' N/A. N/A N/A S' N/A 1 6' N/A N/A I & 2 (TOP)
<br />LLEYATM 65,0 -72D 5'-C' TO T_r
<br />7 1/2 tawxw� s/r. I Too PLATE
<br />INNEIIIIE
<br />WALL MOUNTINre INSTALIAILQ 11 ION WALE 3/32-.1- 9 9 9, 9, 1 1
<br />6. ANCH011 WK . I *I
<br />SECTION I SCALE: 3/8' - I' SECTION SCALE: �118' 455,10 -72D _.!/A N/A N/A 6" N/A /A 6* 1 & 2 (TOP) - REOUCIEz
<br />Arve CAP I I , 7'- 6. 1 z 3,_ 3 n
<br />v- 4"
<br />t 9- 6- 9' 1 6- 1 6- 61 61 1 6* 1 (BOTTOM) lo, AN." SWAG p") - 21/2
<br />V-\
<br />I LIFE SAFETY STOW PANEL CAN BE LOCATED AS AN END PANEL (FtRS7 OR LAST PANEL) 0� 0'3 3 3
<br />OR (ANY PANE� LOCATION IN SE)WEN END PANELS)- & EA ow - , ___ - ],� L ALTERNATIVE ALTERNATIVE 4
<br />LtFEASSAFAM "PrEARNIUDI PAWNEL MIMIC* PACM �ij SCA C
<br />- - 7*&W 11 ORNI 1 1/2-
<br />tW/ OR MAY NOT BE INSTALLED ADACENT TO REOUAR PANELS NOTE,) 'S Z� 11. THREIM "MIAMST'Co U)
<br />11 LONG BRND� aus"
<br />OR REGULAR TRACKS.) SEE NOTE i)
<br />MAMUIJ A"� U I iMD 0 5/6'W FAIR MP IW AMW CASE. 40M 4 Y" MW TOP 21 MUI APPLICADR S.S us� 0 a- Do OR
<br />2 LIFE Sh NEL CONSIST OF 0 039' GALVX412ED STEEL STORM PANEI_ AS n 1/4*9-20 PARRAOTIE IWQ1 0 00 ALIERNATIA W90 FRAME CONDITIONS & ANCHOR LOQ&TM
<br />DESIGN SEC ONSTO m"MuM PAI(IEl
<br />5ECT19N 9-8 L_ L)
<br />CCl%�f76 PA NY Go ATIG' LENG711 'L' SCALE. s/r
<br />S4 ET PRESSURE U� MEIN ""10111104, PANCUIATIE PLM 0 5' 0-c�%
<br />RAUK I.L.1" OF .- " 7-Rell" PENETRAT'U'l 10 NO W.00
<br />PER 2 Of DRAWING SCALE: V32-.1- TO Iw �l 1/2' W,
<br />THIS PANEL ALLOWS ITSELF TO BE REMOVED OR 114ST410 FROM THE INSIDE OF THEM 0- 1 1
<br />CONCRETE CONCICIE �VT114'1
<br />STRUCTURE. % 33 �, PLATE M SHUTTER TRACAS NOT SHOWN nwl CLART,
<br />IL2' A lr 2 (BOTTOM) 7'-8� OR LMS if- #HOA,
<br />.-,* NrENSe S
<br />3. LIFE SAFM PAN BOTTOM) 7*-S' OR I, V WALL MOUNJING IN$-TAL-LATIOU "kol TV
<br />MS N
<br />I JAREOUIRES TOP T X 70 HE COMPONENT(2)& BOTTOM TRACK To +52.8 -660 2 7--6- OR LESS A
<br />........ Lu
<br />BE COMPONEIMAY SEPER SHEET , OF THIS DRAWING. N
<br />IIISTALLED WALL OR 2 1/2' 4� 3 1/2' 2 (BOTTOM) No. 44167 ALTERNATIVE 1W
<br />C MPONENT FLOOR MOUNTED FOiLOWING SECTIONS 1 +55 0 _7z.O 2 1/2'
<br />20ON THIS SHEET, AS WELL AS DETAILS I & I ON SHUT 14.
<br />2 1/7, z 1/2, N/A N/A z Z
<br />.55Z -72.0 2 (BMW >7'-6' TO 8-0, FLORIDA BUILDING CODE (High Velocity Hur ii;Onu Zone) 7 FLORIDA BUI
<br />z FLORIDA BUILDING CODE (HTgh Velocity Hur come Zone)[ LDING CODE (High Velocity Hur lcone Zone)
<br />= : _x RL'al). ING,
<br />4- PC.. LENGTH FOR COMPONENT 0 5 15" z .
<br />M .,.
<br />ANCHOR SPACNG COM NENI (IDANCHORAGE AT BOTTOM IS GIVEN ON /A /A No.
<br />ET PO 1P 11 RnM INC. 20 GAGE GALVANIZED STEEL STORM PANEL
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