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<br />SCALE 3/8_1"
<br />-
<br />ALL L04INS UP TO r-e I!
<br />1 REMRRIFRAM
<br />DIRECfi�lS lJNTiMG WMALLAMN
<br />CONRAMMIEO
<br />-..
<br />NOTE : sNUtFN 1RAEN$
<br />SHOWN CAROM
<br />RNATI1tE 6W
<br />SCALE 3/e=i"
<br />SCALE
<br />NOTES .T
<br />3w'SG� Tit•/1"
<br />-
<br />1. tNSTALLATI+55 ARE ONLY
<br />F i A>S.D.. DESIGN LOADS
<br />VALID OR BUILDINGS MOS WITH (.UA
<br />€1'+_
<br />-,.• „
<br />UP TO-1.55.5, -7ZD
<br />PS: AND PANEL'S LBNOTH Up TO B B .
<br />: •ER .
<br />�•�`, "�'
<br />FLORIDA BUILDING COOS (High VelocityHM17ja>ati8 Zane}
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO, 2, W/ SPECIFIC DENSITY OF 0,65 OR EQUAL
<br />I No, 1V1 .T.
<br />+xiasa
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />aNF.P.
<br />€Bjjf,_,,,OR_ Fa"1_H. T10N OF
<br />EL1'tON_.
<br />` ST _-___._?
<br />G''a', }
<br />�
<br />� {�''.,'k Ilk
<br />l]WT
<br />6!LOi C.
<br />TESTIMQ. Q OWEA1f%n-
<br />GL08AL PROTECTION PRODUCTS, LEG.
<br />4�°w, n- 1P2Ef
<br />TOP I COTTON Y MOUNTINGS CAN ANY
<br />COMBINED IN ANY WAY TO sort ANY/y4J'*�a�t`t•
<br />L• , •,,•
<br />L F -
<br />As.T-`
<br />Aw ,, W; It N.A., PAma � aw
<br />+••., LADE a•_+oa, rw, pmYax,a,
<br />PHONE, LAB#
<br />( Maa-%a.5: FAxt iaS4}i�l••61Y/
<br />20-T 76
<br />arAxaxa. Itm
<br />INSTALLATION.OA•09087t4
<br />"••fn i7N SFA4AaICVaiVEfMIE-
<br />y
<br />•�'a e®'rR AR`
<br />LACE+ it W" is
<br />1 8 + 8
<br />i
<br />1 1 8` NATE
<br />LOCATION
<br />--.... _.�.- AT ETD PANE
<br />AT END PANEL
<br />I i
<br />4 I
<br />its 1N j904a Cj i 6 St
<br />STUDS 0 EVERY 1 3
<br />dYERLAP
<br />1 I i I I
<br />I
<br />1 N i
<br />TO 44OLD PANES
<br />I�
<br />�
<br />tt
<br />i (
<br />A' 1 A� t
<br />t
<br />1 G.
<br />..._..!
<br />1_
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<br />7_
<br />VTR •%
<br />1 A` J ,
<br />J E StlE /1.+ SCHE,WAA1 i
<br />j..,-:.3' 3`_:.
<br />INTERIOR PANEL
<br />ENO PANEL
<br />4V.. B
<br />-
<br />1
<br />1/4" - 'N SEE ' I SEE I; --1NTEliIOR PANEL END PANEL
<br />•+` FORM . ---FOR Wnn
<br />--.3.`,...., �2 PAR ,,.. P FFkT c.e..,S'"
<br />OR O�REM MOUKT '. SP�D�AA1 ANHOR
<br />MGHOR Mm. ANOP"d+R
<br />ND
<br />�_. _._ ,:: T'-31" Min,,.,,.- ... _ , .,..„°
<br />s,�.,._-.-...�-._..1•-3- Min,.-..„..�.„„-.„�...M„
<br />•./t$*
<br />ra
<br />a SCALE. 31i6 a.. 1'
<br />_ ELQM MONO
<br />= 9'
<br />RGR
<br />MAXIMUM &S.D. DES19N PRESS' MAIING
<br />QNAIIi MAXIMUM �INGHOFI_ A I I SCHEDULE
<br />(gadj
<br />AT
<br />AND
<br />(8) FOR
<br />y.
<br />MAXIMUM
<br />MAXIMUM
<br />ibmillr,
<br />A.S.D. DESIGN PEMBE BONO 41a.s.f.) ANQ CORBESEQNDING
<br />PANEL LENGTH 1.�'" Gt�EDU
<br />a ONLY To Imnoss , A• ° •It�GFkT€?�FOR um 4 sm PANrk
<br />INSTAL"DONS INTO CONCRETE it N2M BL CK STRUCTURES
<br />{ - T Wa--,yIAS,L,_tdOUHHSS.�IN.LILITNS %NTgyl)y[, Q �
<br />SSTEM
<br />ON SWEET 131-
<br />�oDL
<br />�
<br />_CONCRETE
<br />2 $WJ FOOL L'^-L+A;T CONDIT.AT-RDT1�N..ii'..En.. 'a 9 l£B' A
<br />ROE
<br />otsm
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<br />�Op No
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<br />IyG.44167
<br />it
<br />FLORIDA @UiLDING CODE HI h Velocity Nu come Zane)
<br />=,
<br />S
<br />s 9`
<br />N2fiRi0 p .
<br />'LAWN RL'ffLD. D$`
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />FP-
<br />T nfMNN BY:
<br />Ct
<br />t'ti ^
<br />GLOBAL PROTECTION PRODUCTS.U.C.7ria
<br />Is,Tc
<br />_ .._.`"�
<br />ENc-
<br />k
<br />Nw, arc .. wa YanNa a 4.af
<br />TIVIT
<br />PMNC FL ON sx. W314
<br />NOW, (ascc)aam "4a TAX tw)w"m
<br />20-178
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<br />Fitit-#e
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<br />TO
<br />�CTWNS f At
<br />WIXWOM PAt%L
<br />PREBSuld :
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<br />To
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<br />F
<br />BIDCL
<br />�
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<br />LENCR+ ^� lfcl
<br />N/A
<br />NJA
<br />N/A
<br />4'
<br />NfA
<br />B'
<br />N/A
<br />6"
<br />N/0.
<br />1 @ 2 (TOP)
<br />+59:0. -7x.Q
<br />B"
<br />B"
<br />B`
<br />B"
<br />9':::
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<br />9`
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<br />5`-d* OR LE5$
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<br />N A
<br />/
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<br />6•
<br />N A
<br />/
<br />8`
<br />NJ A
<br />6°
<br />N/A
<br />J
<br />1 Bt x dP
<br />(TOP)
<br />. ./.-�,.
<br />+99.0 -J2.0
<br />S'
<br />S`
<br />4•
<br />1 # a
<br />B'
<br />S'
<br />S*
<br />e"
<br />1 BOTTOM
<br />(BOTTOM)
<br />+55:0 -73.0
<br />6'--B'
<br />_..6,
<br />6•.'
<br />5"
<br />#"
<br />S`
<br />1 (BOTTOM)
<br />€A A�6-
<br />PRr<sNtE,
<br />RATRW ft
<br />r i + sA' w,+. Fsw mP n ,waq
<br />VISE a is+im a r W. rRae roR» 1
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<br />OF THEM m NEMAnD
<br />MAwMUM PaNeL
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<br />I.
<br />++S.a -61.5
<br />3• 3"
<br />4 T f2' � t f2'
<br />2 t6DTTOM)
<br />7'-e` OR LESS
<br />+92.6 -66.0
<br />3' J'
<br /><' #'
<br />2 (BOTTOM)
<br />T-b' OR (ffi
<br />+55A -7211
<br />-a tf2" 2 1/a'
<br />3 t(2
<br />2 (BQTTdiI)
<br />7'-ffi' OR. LESS
<br />+59.0 -T2Q.
<br />a #f2" - 2 i/2•
<br />NIA -_ N/A
<br />2 (BOTTOM)
<br />7'-6" TO B'-0
<br />59.0 t7
<br />N A N A
<br />_
<br />a' 3`
<br />2 fmTloM
<br />7'-6" TO 6 -a
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<br />SEE i6 f AN StkET OR C#M� TYPE 8 SPlR.TND FOR R+SOL]ADCM anO FRA1E
<br />LWIaanA ANCHOR SPACINGS AND AW,eIW iO sE OSfAt�E AIE walaXlFA ON lid SONEwtE. FOR
<br />E.D TEST 71MN aaArA?CO ON sL7fEOLA£ PEOtIC€ ANCHOR SPACING Wr IRn1PlnNB SPMJNO
<br />5h#vaN LAY SCHEDULE BY THE 1'OLtOWNC FACTORS. Fm# 1NYi oPERATIaN roeE P0548LE.
<br />R£DIRXD SPACNG OBTAINED FACTOR NOT 9E U9M10 SNN.L LRS THAN #aNAtLNi 5#NLfA10
<br />RITNOATEO FTRT rMCN AMGN°R TfTfi AT ANCHORS LE.ENA1,
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<br />....
<br />s,/Y
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING (12.9.f.) AND CORRESPONDIHO-Wimum
<br />SPACING SCHEDULE FOR RMULAR SJOR III PANELS t D & . INSTALLATIONS
<br />INTO EXISTING �CO��NCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FAR PANELS Q& QA MIXIATIONS AS PER SECTIONS T THRU SD, ON SHEETS #, 5 A 6)11
<br />ANCHOR
<br />Sy�N;:,`CEMJ✓%kiss
<br />r �) `• P :
<br />FLORIDA BUILDING CODE (Ifh VelocityHurAcane
<br />Zone
<br />' NO.
<br />416I
<br />Q muca. INC. 20 GAGE GALVANIZED -STEEL STORM PANEL F,P.
<br />ST € (� "-`�"z
<br />GLOBAL PRBTEGTit)fii PiSfl}U U.C.arfsv:cao
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<br />PAVfiMA1E ttUS
<br />�a SET
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<br />APPUU&.E TO
<br />SECTIONS I A
<br />AWIIMUN PANEL
<br />PRE55#k�
<br />�
<br />RATING
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<br />N/A
<br />5'N/A6'NJA4'NfA
<br />NfA
<br />H/A
<br />1 t70Pj
<br />NfANJAB"NfANJAttBOTTOM)
<br />N/A
<br />6"
<br />N(k.NJA
<br />8•
<br />NfA
<br />NJA
<br />NjA.
<br />2 (TOP)
<br />6'
<br />NJA
<br />N/A
<br />N/A
<br />6'
<br />NfA
<br />6"
<br />N/A
<br />.NJA..
<br />5•
<br />N/A
<br />N/A
<br />N//q
<br />2 t611TiflM)
<br />�H,d6.,5, w•72.0
<br />H•
<br />FljA
<br />N/A
<br />N/A
<br />6•�
<br />NJa.
<br />6'
<br />6"
<br />NJA.
<br />NfA
<br />NfA
<br />3 6. A (TOP)
<br />97',-5' 70 !3'<$`
<br />OR LESS
<br />6"
<br />4" .�
<br />NIA,
<br />N/A
<br />4'
<br />6'
<br />6'
<br />6"
<br />N/A
<br />Nfi+
<br />3 (BOTTOM) '
<br />4"
<br />NfA
<br />NJA
<br />IA
<br />6`
<br />NJA
<br />6' -
<br />NIA
<br />@"
<br />N/A
<br />NjA.
<br />I NIA
<br />7 (TOP)
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6'
<br />6'
<br />6'
<br />,E+"
<br />WA
<br />NIA
<br /># & 7 (BOTTOM)
<br />N/A
<br />NJ A
<br />12 1/2'
<br />4 Ile
<br />1 1/2-
<br />2
<br />ffi
<br />Ile
<br />6 Ile
<br />6 Ile
<br />1/4'
<br />6
<br />6 Ile
<br />N A
<br />f
<br />/
<br />N A
<br />9 OP OM
<br />(r /BGTT )
<br />5D.0. -53,3
<br />NIA
<br />N/A
<br />T2 t/2'
<br />4 1/A'
<br />T2 t(2'
<br />ffi t/a'
<br />6 t/#'
<br />b Tf4"
<br />N/A
<br />N/A
<br />b (TOPjBOiTOM)
<br />'-B' 70 1T'-2`
<br />+55.0, -72:0
<br />N/A
<br />[ NJA
<br />6 1/#'
<br />N/A
<br />6 1/4`
<br />N/A
<br />6tf4"
<br />! 6 t/#'
<br />6 1/#'
<br />I 6 1(#'
<br />N/A
<br />, NIA
<br />6 {TOP/BOTTOM)
<br />8'-B' YO TS'-2-
<br />NfA
<br />i N/A
<br />N/A
<br />j N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 tJa^
<br />6 ,J#"
<br />6 if<*
<br />6 1/#`
<br />S. B. 10 (TOP)
<br />#3$ -48•0
<br />B'
<br />4`
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />6'
<br />6"
<br />6 Tf4"
<br />I 8 1/4`
<br />8 (BOTTOM)
<br />1Z•-d" flR
<br />� �
<br />b "
<br />4'
<br />N/A
<br />NjA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1J#`
<br />a ,/#`
<br />B (BOTTOM)
<br />6FS5
<br />N/A
<br />NJA
<br />N/A
<br />NJA.
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />6 1/4` I
<br />6 1f#'
<br />6 i%#•
<br />6 ij#•
<br />ld (817T'f0M}
<br />9.E 91RETS TD, Pl AND72 FOR ANF1dOR5 7TPE 3 SPACING IRS wA4TALA,AT10N5 ,ALTO WOOD FRAME BiALQta.
<br />IAINIITIM ANCHOR SPAINND3 AM IdRaMUN EOLL. OisrAwDE ARE aIOIDARD ON THIS SCHWIIIE. FOR £6. LQSS
<br />THAN AIOIOATED fRA SCHEDULE RFDt10E:. ANCHOR SPACING BY IAIR.nPL,PdG SPACING SNOwN ON SCHEDULE 13Y
<br />THE FOLLOR/N0 FACTORS. FOR TNia D)+ERiTWN T4 8E. PDSS,W.E. REDUCED sPMNG OBTAINED USaNG <ACTOR
<br />SFlHI. NOT HE LESS lttW ImNwVN SPACING a�T1IO FOR EACH ANCHOR 1Yi At ANCNC.RS LERMNO.
<br />Ai101101t 7T}E
<br />if#5
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<br />3 1
<br />INSSTALLATiN DUAIU FOR REGULAR PALS(! &
<br />INTO EXIST-ING WOOD STRUCTURES
<br />lii� Ir i i
<br />,t'
<br />t - O iHk17MTE PLUS i. O PANELaALTE PLUS
<br />n • 4 P )4- F PANEIAtnE PLUS I.
<br />-+-. 1 7JO
<br />.,. ,. + •, b SJA O,F,.. Wj # T(B •; __:+^ - ..> T 1 7J$ DE ISNETYJ
<br />f9 TON t THREADED` TNN4 TO
<br />WOOD PENETRA
<br />YkD now 70 THREADED PFNEIRA TO ry�-A ER
<br />} PENEDAA D. -.Ai+kO
<br />t - i SnNF WE1tY7 N&wER
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<br />WOOD HEADER -% RD00 HEADER
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<br />S,EEi a Shw a {_ SHEET e ;
<br />F9q FTRF tWc SEt•ARIYTgN Fat RH, SEPARATION ,
<br />TO aVu•s ro C4A45'. iO aIASS.
<br />-. _3. -
<br />--_ -.-_ --_ _. MR%, PAN LENGTH
<br />Wm. PANEL LENGTH I iy ## --...: , _ NRx F'thIC1 LENGTH
<br />I fpy-Nn Sa (SEE NOTE 1) ,j A-7W 51 {SEE NOTE 1) 1.a 7oz zs {SEE NOTE 1)
<br />YS, Nf ?/AY i ' , ws wj T/Ca i
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<br />8' O.C. W/I 1/2•
<br />'f YIN' WOOO_PiJ.iE 2"x4" WO PUTS is WN. THREADED
<br />21+• WOOD, PLATE -i Th10 PANtiY47E RUS _j,-�
<br />REQUIRED RETGUNt® - I ! ; - REOUIRED PEXET1µTaW AT
<br />! B 1Ji'7f8• MawwTH OF PATE
<br />r 1 Js'R LAG SCREWSMID WXYTH OF PLATE
<br />"E'
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