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<br />2 LIFE PER I:DRACO SM T PANEL. CONSISTS 2 OF SRAOf U039' GALVANIZED STEEL STORM PANEL AS �CT�->"8-6
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<br />` _. ;- i. ._....... .t €OFT-"
<br />• �. Ile ID. a 5/9' 1" BRAS BUSHING
<br />1
<br />I W'/ Vow-20a2' S.S. Ma- C d 1/4' O.0
<br />- FEk1 PANEL wove If TO 5'-01 AINO a
<br />t ... r
<br />'..
<br />�
<br />-j•'a"_..
<br />L� )
<br />$CATS 1 / /e`iA5(yI-
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<br />+A90 PV.TE
<br />•. ,(
<br />?i 1/4. OC FOR LENGTHS UP To IF -a• u-
<br />$ OR EH4-TO PANUMATE FEMLALE 0 OR
<br />2• PINE I(' PA BAAIE PLUS a 12 1/2. O C. WITH I
<br />11�Rrtxn I I/Y ,&n, THREADED PENITTWDAI AT.n'.rnnBA"r
<br />jf P
<br />I)I)
<br />Jj
<br />..'I
<br />,✓�"4 NAD e A 0L
<br />R,ATK
<br />a! T RNa'�yE Y!{
<br />ALTERNATIVE 411f#
<br />j iA,Dw$0114 Or EMINIS WOOD PRATE FOR
<br />AL LENGTHS IMP TD W-W M-
<br />i 2 4• PLATE
<br />T I I`
<br />a mm,mDi OF
<br />SCALE 3/R-1-
<br />�E�ATIYE
<br />SCALE 3/6-1'
<br />YVDOg, FRAME
<br />�Qj��$jt,,$ (�q,N,�jIOR LOCATIONS
<br />NOTE .,SHUTTER TRACKS NOT SHOWN FOR CLARITY
<br />sCAt£:3j6.T"
<br />SCALE 3/8-1•
<br />Yj1i,lCciLNFLH{fir
<br />I" ARTIER/T
<br />1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D, DESIGN LOADS
<br />,y ,a, '•; { "yt
<br />. •' EN
<br />Up TO +55.5, -72:0 PSF AND PANEL'S LENGTH U1= TO 6°-8"..
<br />try
<br />FLORIDA BUILDING CODE (Ht h ValdaSiy Hu#'f°teana
<br />�onej.
<br />2. FOR NEW WOOD FRAME. CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN
<br />PINE 140, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL,
<br />w -�� ;, Z
<br />(O• ,.jr
<br />n2mo 1n.TEco,:W-
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />F.P.
<br />, �:
<br />...� .» ..
<br />GLOBAL PROTECTION PR®D1JGT5r LLC,
<br />Oi/2a/8WO
<br />mPE,
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />�' gfi '...:.
<br />44 5 fi t
<br />}A
<br />CLIFF' TEsnHo a cuulimv
<br />,KIP 2Fs ss, a._ as- r�aew
<br />4800 s.w. 51 STREET
<br />mWE FL 1WHI
<br />PxCt¢; (Baganu-)SRa. FAO. tBaekav-e7aa
<br />26-176
<br />INSTALLATION.
<br />AAJ+I`I
<br />n
<br />RF)N tMw .E mAL/SNRMTUmloATL
<br />�nG-mo€Ts
<br />WALTER A TOUT P,E
<br />t�
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<br />}HEFT It or a
<br />Iz
<br />ffm
<br />.. • E k i.. % A.. ' ..�• •AA.a •.M as,k-. :: � mil. t•i a « - A., •.._ � •i
<br />DUOS 0 EVERY
<br />OVERLAP 1 (.
<br />(f2 1/2 0. C)
<br />TO NOW PANEL
<br />rW Mn.(CASE I)
<br />1 � 1 � i
<br />r
<br />4
<br />TAPOON
<br />a LP -GRIP
<br />CAA-N
<br />PANGAKU FEMALE N
<br />FMdLWTE PLUS
<br />a
<br />DESRA,6A..
<br />PREP
<br />A'C'C5 j
<br />CalISHA1t01i
<br />M0.dILaa FA9r'
<br />LENGTH 1' OL)
<br />7a
<br />WkTE
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<br />TO
<br />To
<br />O
<br />TD
<br />0
<br />TO
<br />0
<br />RAIRND F+
<br />E
<br />C6R
<br />BLGCK
<br />tOMCRETE
<br />CONCRETE
<br />SACK
<br />EONCREfE
<br />&LA:K
<br />CotacRETEIaLOGK
<br />CONLAETE
<br />OF THEM
<br />G
<br />NJA
<br />N/A
<br />N/A
<br />6'
<br />7�A
<br />6
<br />N/A.
<br />6
<br />N/p
<br />I & 2 (TOP)5&0.
<br />--72.0
<br />9-7"
<br />9'9'9"99"
<br />1 BOTTOM)'-O"
<br />OR tFSS61
<br />•155.0-7;d7..
<br />N/A
<br />N/A
<br />N/A
<br />6
<br />S.
<br />N/A
<br />2 (Top)
<br />TO
<br />�,
<br />5"
<br />g"
<br />6"
<br />9"
<br />77 .J2=
<br />o'
<br />9'
<br />B`
<br />8"
<br />I (BOTTOM)
<br />6"...
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />$"
<br />N/A
<br />6"
<br />N/A
<br />I & 2 (TOP)
<br />+55.0 -72.0
<br />".
<br />s7 -6 TO 6'-B'.
<br />T)"
<br />4'
<br />Q»
<br />6'
<br />9"
<br />6`
<br />6"....
<br />B'
<br />6'
<br />6"
<br />1 (BOTTON)
<br />. a Kc •s•: •
<br />MAM,UM A.S.O.
<br />PRLSjURE'
<br />, DOW d 51r MN. FROM TOP OF ANGLE)
<br />CASE a (910 C 3' IN, HIM TOP OF A"
<br />APPLICABLE TO
<br />SECTIONS !F &
<br />.N'/ CONBINAn)
<br />MAXIMUM PANEL
<br />LENGTH "t` (EL)
<br />T m -
<br />-
<br />CALKOESGtR 41
<br />RAIIRG s
<br />OF THEM
<br />+49,2 -615
<br />3" 3"
<br />4 lj2" 4 1/2'
<br />2 (BOTTOM)
<br />7•-W OR LESS
<br />+52.8 -r36.D
<br />3' 3"
<br />4' e
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+550 -72,0
<br />? 1j2' 2 1/2'
<br />4• 3 lj2`
<br />2 (BOTTOM)
<br />7'-6- OR LESS
<br />.550 -72,0
<br />2 1/2' 2 1/2•
<br />N/A N/A
<br />2 (BOTTOM)
<br />T-6" TO 6'-D-
<br />4 7
<br />N A N A
<br />Y
<br />2 BOTTOM
<br />(
<br />7--6` TO B'-•8'
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />•-'
<br />�� I f4'_ SEE SEE INTERIOR PANEL `-•^' END PANEL
<br />' 9CRE.WLE -1aCHeOi3LE '�' i
<br />: NOA ANCHORANCHOR I
<br />' TRACKING 'SPACING
<br />L,_...__-"_____-1--3' MICA -......J
<br />IN
<br />4
<br />SALE. 3d.6' m I'
<br />. MAXIMUM A.S.D. DESIGN PRESSURE RAT[t,l9,(1a.a.f.) AND CG+RREP.ONDING
<br />AXIMUkf PANEL LENGTH "I-".#IEI?U-E
<br />(gPpyLro a F oNLr SD g��Ns 1 a r uaLN[-d17'RT Fc� Lis aAFr1Y sTORM PANT.+
<br />^l^TEIa ON SHrE7
<br />�GENS�••
<br />No, 44167
<br />�r
<br />,ROOM/ ADC OLRaA
<br />tb. PA,&L TFE4`>a
<br />fl¢59AiE AMKn
<br />ta+NJ
<br />YPCRUR $P4tl YIN
<br />1 TK) TO aAfS
<br />(3LE 3ECTi0Pby
<br />PNREL
<br />m,Ira,roN
<br />.Gao. -nA
<br />r-a` s J/4•
<br />1AelaTm
<br />SEE SHEET TO FOR a SPACING FOR
<br />ANCCWR5 TYPE RN$FA6tATIDRLS INTO WOO➢ FRAME $a/I.Dltte.
<br />MINIMUM ARCIMR SPACINGS AND MRNRIUM EDGE OISIANC£ AltE MHNOOED ON 11f6 SCHEDUIL. FOR
<br />EO LESS THAN BIpGTEO ON 9ALEQAE REDUCE AMC'IOR. BPAETNO BY tdI1LTIP{.YIRG SPAC+Aa
<br />SHOWN0P1 SCNDXKF Of THE FOtI.OwNG TAROKS, MR Ml5 OPTSi:ITiON TO BE POSSIBLE
<br />REDUCEDSPACING OBTAINED USING FACTOR SFMlA. NOt SEE LESS LINO MWAfUM SPACING
<br />NEDIFIIED FOR EACH ANCHOR TYPE AT ANWA9iP3 LEGEt$J.
<br />J!$$IDR TYPE
<br />TJ45P
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<br />14 P
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<br />FAAIIWRR RICH a5 sPumiC FOR ED. - 3 1/2' -
<br />/
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<br />"eAPCON
<br />CF TAP -OW
<br />CJIX-W
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<br />Pl.F$LAlE PLUS
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<br />LENGTH PANEL
<br />PRESSURE
<br />RATINGTO
<br />TO
<br />To
<br />TO
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<br />TO
<br />ANY c, oK
<br />ANY
<br />;,ENCDR 1` (A,)
<br />70 G4etGR6RE'
<br />CONCRETE
<br />9LDCF.
<br />TO CONCRETE
<br />CONCRETE
<br />BLOCK
<br />m CONCRETE
<br />CONCRETE
<br />� BLOCK
<br />TO GONCREIE
<br />OONCNIEIE
<br />BLOCK
<br />TO CONCRETE
<br />CONCRETE
<br />BLOCK
<br />TO CONCFKPf
<br />! CONCRETE
<br />i fILOCK
<br />THEM
<br />Or, ONTO
<br />6'
<br />}. N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6`
<br />N/A
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />6"
<br />I A'
<br />6'
<br />NjA
<br />N/A
<br />( �N/A
<br />6,
<br />NIA
<br />b"
<br />NjA
<br />6'
<br />NJA.
<br />NJA
<br />2 crop)
<br />6"
<br />N/A
<br />N/A
<br />NjA-
<br />-� @'S"
<br />- NJA
<br />- 5'
<br />N/A:
<br />�jN/A
<br />N/A
<br />f N/A
<br />i (6071AM;i
<br />+55.5, -72.0
<br />OR LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />�B"
<br />N/A
<br />B
<br />N/A
<br />0"
<br />N/A
<br />-
<br />N/A
<br />N/A -_.._
<br />3 & 4 (TOP)
<br />>7'-5" TO W-$"
<br />S.
<br />N/A
<br />N/A
<br />6`
<br />5'
<br />6"
<br />b'
<br />6-
<br />S"
<br />N/A
<br />N/A
<br />5 (BOTTOM)
<br />R-`
<br />N/A
<br />N/A
<br />-1
<br />f N/A
<br />B"
<br />-6"
<br />NfA
<br />6'
<br />N/A
<br />6"
<br />WA
<br />N/A
<br />N/A
<br />7 (LOCO
<br />6"
<br />4-
<br />N/A
<br />N/A
<br />6`
<br />6.
<br />i 6`
<br />6"
<br />j 6
<br />N/A
<br />N/A
<br />4 h 7 (BOTTOM)
<br />N/A
<br />I N/A�
<br />12 1/2'
<br />6 1/4-
<br />12 1/2"
<br />6 1/4"
<br />1 6 1/4"
<br />6 1/4•
<br />6 1/d"
<br />1 6 Tj4'
<br />N/.A
<br />N/A
<br />5 (TOPJ$OTTON)
<br />50.0, -53.3
<br />NfA
<br />N/A
<br />12 1/2"
<br />6 }/4"
<br />12 1/2'
<br />fi i/4'
<br />b ij4"
<br />I b O/4`
<br />6 t/4'
<br />i 6 ,/4'
<br />VA
<br />N/A
<br />6 {TOP/BOTrOH)
<br />6'-$` TO T1'-2"
<br />+55,.0. -72.0
<br />N/A
<br />L N/A
<br />6 1/4"
<br />N/A
<br />6 1/4-
<br />) N/A
<br />6 1/4"
<br />I 6 1/4'
<br />a i/4"
<br />6 1/47
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />'-8• TO 11`-2'
<br />N/A
<br />$ N/A
<br />N/A
<br />N/A
<br />N/A
<br />! N/A
<br />N/A
<br />N/A
<br />6 t/4'
<br />i 6 ij4"
<br />6 if4`
<br />6 1/d'
<br />6, 9. 10 (TOP)
<br />43.9. -46.0
<br />61
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />NJA
<br />N/A
<br />N/A
<br />b`
<br />` 6'
<br />6 1/4'
<br />1 6 1/4"
<br />6 (BOTTOM)
<br />OR
<br />OR LESS
<br />S`
<br />q^
<br />N/A
<br />NfA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />f b" (
<br />6 1/4"
<br />6 1/4'
<br />9 (BOTTOM)
<br />12'-A' LESS
<br />N/A
<br />NjA
<br />N/A
<br />N/A
<br />NjA
<br />N/A
<br />N/A
<br />N/A
<br />B
<br />S 1/4`
<br />$ tf4".
<br />6 1j4"
<br />Ttl (BOTTOM)
<br />SEE $IIEEIS 10, it AND 12 FOR ANCHORS TYPE A SPACING FOR NSTAUATION:S INTO WOOD FRAME BULOIN,
<br />ANIWIA ANCHOR BPACrNGS ANO MINIMUM F� D16TANCE ARE INDICATED, ON THIS SCHEDULE. FOR E0 LEM
<br />TANK 04COATED ON SCNEOULE REDOE'E ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY
<br />THE F UMNG FACTORS, FOR THIS OP,RATiUN TO K POSSBLE, REDUCED SPACING OBTAINED USING ACTOR
<br />SHALL NOT BE LESS TtLAN MINIMUM SPACING 40CATE0 FOR CALM ANCHOR TYPE AT ANCHORS LEGEND.
<br />ANON TTPE
<br />tfA'M
<br />T4Rw
<br />If4'A
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<br />Art ANCHOR SFACM IVI)
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<br />]
<br />3
<br />]
<br />2 'A
<br />3
<br />wwa�, �,�.4 (AalvwM Oa,}
<br />3
<br />)
<br />3
<br />3
<br />3
<br />J ,/.
<br />I -owe! p-,yK N,yA $1,}
<br />3
<br />3 V
<br />3 1/2
<br />3 1/2
<br />3 1/2
<br />AmK m WK 061Wi7Q
<br />F A-C
<br />7 0 R
<br />2 ,/2
<br />INSTAUAT
<br />ON DETAILS FOR REGULAR PANELS
<br />& JA
<br />INTO EXISTING WOOD STRUCT!JRES
<br />I
<br />M lE PLUS
<br />P TIARA 6
<br />O,C. W 1 7 B
<br />Mt
<br />_ _.. . I O ELMATE PLUS
<br />.. ,. ,�: ., 6F4" i'7
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<br />_ .. ..
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<br />0 AR{£LMATE W
<br />4 O.C.W
<br />6 $
<br />P EY HEADER 70
<br />{ 7HREA0EO EN
<br />, EXISTING WOOD HFJ10E14
<br />7H T
<br />} TEEMED PETNEHEAMER 0
<br />N
<br />r EKt5T1 G WOOD ItEA(R'H
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<br />EVtRY ano e
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<br />SHEET a
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<br />SEi SCNEIXAi ON
<br />L SHEET a
<br />' (3
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<br />..MIN
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