|
END CL95URES DETAILS FOR INSIA "MIQN IN PQURED CONCRETE
<br />CONCRETE BLQQK OR WOOD $TRUCTURES: VALID FQR REGULAR, UFE
<br />SAEM & E—Z HANG STORM PANEL M SYSTEMS
<br />CONOREIE.
<br />OR _=
<br />BLOCK OR 2'. r . Mr 3105 N-114 OR
<br />VARIES
<br />er M._j & 0 I*W Wow FRAME 6063-16 ALLYCOW. ALUM-0\
<br />ME wil. 11 1 11*
<br />2 1/2* TAPOON 0
<br />min. 4
<br />= MWONXIMT11 POURIED 1/4'# 1 1 31!' 2 1/2
<br />REQUIRIC) ANDIOR
<br />CONCRETE BLOCK U--4
<br />OR(3 min
<br />/4. cAPj
<br />rCuT mm TVINATE LED LOCATION
<br />A) 1 0 Ir Olt VARIES 2- 0 r"e 70
<br />am.
<br />rc-,-\
<br />No, �Wm
<br />';
<br />- - - - - ---OAL =-fro ;ML
<br />2* X 1. 's-at.-
<br />31
<br />6. -q) / T
<br />ALLOY 2
<br />1/4* 0 9011TJ
<br />0 Ir Qt "05-H. 4100-111 ALLM
<br />W/04KNUT C.11. Ak- ANQUE
<br />CASE A (PLAN) CASE 8 (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />S�ALE 1/4'.1- SCALE 1/4-.1- SCALE 1/4*-1' SCALE 1/4--1-
<br />SCLID-SET OR C"-N
<br />OR WILCO PANELMATE
<br />MO.
<br />1.5x POURED CONC OR 008 mi
<br />Cmxft-n BLOCK El W SIDES OF OPEN" 91 na 't,
<br />rx-' WOOD FRW & 0 AS APPUCABLE
<br />CONCRETE, CONCRETE REQUIRED
<br />OR 21.r WOOD nwa
<br />INQU
<br />ItL_jy4L—j
<br />OR(D
<br />VARIES .(D
<br />REAR PAPAM TO
<br />r M. WALL (WVIR CUT END PNOIJ
<br />X B.O. DISTANCE
<br />01,11 PRIM,* CASE G (PLAN)
<br />SmE Ile-l-
<br />VAUD FOR DIRECT MOUNT INSTALLATION ONLY &
<br />ON
<br />P" CERTIFIED PANIEL MSM1AXION AT WALLS W/
<br />NO.44167 SURFACE LEVEL VARIATIONIS WITHIN 31e
<br />FLORIDA BUILDING CODE (Man High Velocity Hu can* Zone)
<br />CASE E (PLAN) CASE F (P 24 GM GALVAM9EB STEEL STORM PANEL I'A
<br />SCALE 1/4--l- SC" 1/4--l- cam W.
<br />\ GLOBAL PROTECTION PRODUCTS, U.C. w/vom/m"
<br />_LILIECOmc. MIND SIN, 51 3"w
<br />_wX_ M14
<br />Now IMAM 20-175
<br />I.; am Fm.' amIimw�w
<br />-1 -.1 — I-
<br />Px CA-Dowls P., =
<br />WALTER I TILff J, In E�- . I sum a win
<br />now, it,
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (padj AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR MRM PANEL (j) INSTALLATIONS INTQ MQD STRUCTURES
<br />(VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATN"ES 1W THRU 4w, ON sHEErs 6 & 7)
<br />MwX KS.Ol
<br />DESIGN
<br />PRESSURE
<br />PAT"
<br />LWIMUM ANCHORS SPACING FOR EA - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />70
<br />ALTERNAFNES
<br />OF THEM
<br />MAXIMUM
<br />PAM
<br />LENGTH
<br />00
<br />TAPCON
<br />LAS SCREW
<br />PAWLMATE
<br />FEMALE 0)
<br />FAWLMATE
<br />PLUS
<br />WOOD MSMr
<br />13'
<br />13,
<br />Ir
<br />13,
<br />Ir
<br />Iw (TOP)
<br />Ir
<br />13,
<br />13'
<br />ir
<br />tv (BOTTOM)
<br />6 tIr
<br />51/2-
<br />5 1/2-
<br />8 1/2-
<br />6 1/2'
<br />2W CM
<br />-
<br />6 1/4'
<br />12 1/2-
<br />51/4'
<br />2W (sam.) 1
<br />W-0,
<br />r
<br />3w (TOP)
<br />OR
<br />LESS
<br />3w marmut,
<br />Ir
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />4W (top)
<br />+45. -45
<br />OR
<br />LESS
<br />is'
<br />Ir
<br />13'
<br />13,
<br />Ir
<br />4-W MaTTOM)
<br />13"
<br />Ir
<br />13,
<br />13"
<br />9 1/2-
<br />IBM
<br />Ir
<br />Ir
<br />130
<br />13.
<br />6,
<br />to (BOTTOM)
<br />6 1/2-
<br />6 I/z*
<br />6 1/2"
<br />a 1/2'
<br />e Ile
<br />Fw (w)
<br />'�5 a"
<br />-
<br />8 1/4*
<br />12 ll:e
<br />6 1/4-
<br />2W MOTT.')
<br />4 1/2-
<br />6 i/2*
<br />5 1/2,
<br />-
<br />3w Imp)
<br />III
<br />14'-4*
<br />4 llr
<br />41/2 *
<br />71
<br />-
<br />3N manam)
<br />to 1/2-
<br />9 lIr ::J:::::::��
<br />12'
<br />e
<br />4W (TOP)
<br />13,
<br />B VF_
<br />SEE TABLE #1 FOR MAX A.S.D. DESIGN LOADS At MAX. PANEL LDWHS WHEN SPACER R IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHIEIE7 6
<br />MAX. A.&O
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(pxf.)
<br />MkXIMLIM AW41ORS SPAC11,10 FOR U, - AS SHOWN ON SHEITS 6 At 7
<br />APPLICABLE
<br />10
<br />"'Ye"'M
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />L040H
<br />-
<br />TAPCON
<br />LAG SWUM
<br />PARELMATE
<br />FEMALE TO
<br />PANELMAIIE
<br />PLUS
<br />WOOD ousmm
<br />13,
<br />ir
<br />13,
<br />13,
<br />13,
<br />iw Imm
<br />13"
<br />13"
<br />13,
<br />Ir
<br />6'
<br />to (BOTTOM)
<br />6 1/2'
<br />a 1/2'
<br />6 1/2-
<br />8 1/2-
<br />6 112-
<br />PW (fop)
<br />-
<br />-
<br />6 1/4*
<br />12 1/2-
<br />6 1/4.
<br />2w (901T.1
<br />57-01
<br />7'
<br />7 112-
<br />a-
<br />-
<br />So mm
<br />I OR
<br />7 1/2*
<br />a"
<br />a.
<br />a.
<br />-
<br />3w (BOTTOM)
<br />ir
<br />Ir
<br />13,
<br />13"
<br />13,
<br />4w (w)
<br />>+45, -45
<br />TO
<br />+75. -75
<br />Ir
<br />13*
<br />Ir
<br />Ir
<br />13,
<br />4W FW�)
<br />ir
<br />Ir
<br />ir
<br />Ir
<br />to-
<br />1W F9
<br />Ir
<br />Ir
<br />ir
<br />Ir
<br />6 Ile
<br />Iw (BOTTOM)
<br />0 1/2*
<br />a 1/2'
<br />a 11r
<br />a 1/2,
<br />1 8 'Ir 12W
<br />(-)
<br />-
<br />Is 1/4,
<br />12 1/2-
<br />6 1/4�
<br />(Bott'.)
<br />>50-
<br />TO
<br />4 llr
<br />I 112*
<br />1 1/2"
<br />-
<br />(w)
<br />r-
<br />5
<br />3w "Tw
<br />r
<br />2.
<br />ir
<br />Ir
<br />5 1/2"
<br />P! COOP)
<br />13"
<br />Ir
<br />SEE TABLE 11 FOR MAX A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WAN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1
<br />TABLE
<br />41 A
<br />&S.D. DESIGN LOAD
<br />MA)GMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />61-8.
<br />> 40 PSF M 50 PSF
<br />V-2'
<br />1 > 50 PSF TO 60 PSF
<br />5'-10* _j
<br />A MAX. PANEL LENGTIHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W,/ PANEL MATE AkALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ " 1/2' O.C�
<br />INSTAWAT—ION 2EML5 FOR WFE SAFETY PANEQ)
<br />INTO POURED
<br />1/4-0 WCON 1/4-0 TAPICON _-gwm POURED
<br />_9=wVUR`D ANCHOR a i CONCRETE OR
<br />CONCRETE BLOCK
<br />pf
<br />REOLIVED, FIE65iid
<br />AND"OR 9_1 x
<br />t/4-0 PAWLMAIE
<br />ANCHOR 0 12 11
<br />-r M
<br />PANEL LENGTH
<br />(gE rrE M)
<br />L/2
<br />vf
<br />ILI'
<br />&;:a
<br />PANUZ
<br />V=m
<br />0 REGUW
<br />SEE SHIMIS To & 16 IN ANCHORS TYPE k SFAC04 FOR
<br />INSTALLATIONS orm WOOD "WE
<br />MINOXIM ANCHM VACNO AM WMAuM EDGE OWAMM
<br />AK INDICATED ON INS SCHEXJLE FOR LU, UCSS THAN
<br />94WATO ON SCHEINAE MM ANCHOR IIPONV By
<br />mwftym SPACING PC" ON SCHAMU Of THE
<br />FOLLOWING FACTORIL FOR lHal OPERATION TO BE POSSIBLE.
<br />REPACED SPACING OBTAINED LIM FACTOR SMALL NOT BE
<br />LOS DAN 1481" SPACING 000100 FOR DOI MOM
<br />m am INS SCNVCIAU�
<br />I/es
<br />so" m
<br />wm
<br />PUS
<br />w"" Now vx= W
<br />3
<br />-3
<br />JC-og
<br />3
<br />31/2
<br />ACRK NK NOW OW
<br />R1CR1I
<br />1 3 1
<br />EXISTING F
<br />CONCRETE
<br />CONCRETE
<br />REQUIRED,
<br />A.C=C.)
<br />WALL MOUNTINGS
<br />SCALE 318-l'
<br />MAXIMUM A.5,0. DESIGN PRUSURE RATING (p.s.f.) AND ORBESEWDING MAXIMUM ANCHOR SM182 =HIEDULE
<br />MRM PANEL (1) INSTALLATIONS INIQ GQWJ01 & CONCRETE B=K STRUMSES
<br />(VAUD ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />MAX, Aw&O'
<br />OEM
<br />PRESSURE
<br />RATING
<br />MAXIMLIM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW *
<br />TO
<br />%.—EL
<br />—0'�)
<br />MAX AS.O.
<br />DESIGN
<br />PRESSURE
<br />MINIM
<br />MAXIMUM ANDHM SPACING FOR MR E.D. PER SCHEDULE BELOW
<br />'A07=
<br />Mw
<br />LENGTH
<br />(ft.)
<br />TAINCON
<br />SOILIO-Set
<br />PANELMATE
<br />FEMALE 10
<br />PANELMATE
<br />PILLIS
<br />ZAMAC_NMUN
<br />CALX_w
<br />TAPOOK
<br />I SOUD-SET
<br />PANELMISE
<br />ID
<br />PLUS
<br />ZZAh1wAC-MA1UN
<br />CALK -IN
<br />C
<br />a
<br />10
<br />Boom
<br />a Nam
<br />TV
<br />A.
<br />a
<br />3k
<br />a
<br />10
<br />a
<br />-
<br />To
<br />1
<br />comewmam
<br />ZNC"m
<br />clir
<br />+46 OR 45
<br />LESS
<br />Is,
<br />13,
<br />Ir
<br />13,
<br />13,
<br />Ir
<br />Ir
<br />13,
<br />1?
<br />1 (TOP)
<br />in$
<br />+45 TO -45
<br />+85, -55
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />ly
<br />13"
<br />ir
<br />13'
<br />Ir
<br />11 1/2,
<br />1 (w)
<br />r-or
<br />OR
<br />Los
<br />ir
<br />Ir
<br />Ir
<br />ir
<br />Ir
<br />13,
<br />Ir
<br />13,
<br />13,
<br />_Ir_
<br />Ir
<br />Ir
<br />Ir
<br />I BOTTOM)
<br />Ir
<br />13,
<br />13,
<br />13,
<br />Ir
<br />is,
<br />Ir
<br />ty
<br />Ir
<br />ir
<br />1;5"
<br />It 1/2'
<br />1 (BOTTOM)
<br />Ir
<br />713*
<br />1
<br />13"
<br />Ir
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />13*
<br />is,
<br />13,
<br />13"
<br />Ir
<br />Ir
<br />13,
<br />ir
<br />Ir
<br />15'
<br />Ir
<br />13,
<br />Ir
<br />ir
<br />Ir
<br />Ir
<br />12 (WITION)l
<br />Ir
<br />ir
<br />13"
<br />Ir
<br />ir
<br />13,
<br />sy
<br />13,
<br />13'
<br />ur
<br />13.
<br />11 t/2'
<br />2 DICITOMI
<br />Ir
<br />ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />I Ir
<br />Ir
<br />Ir
<br />Ir
<br />V31
<br />Ir
<br />3 (TOP)
<br />13,
<br />Ir
<br />13,
<br />ir
<br />I
<br />is
<br />Ir
<br />13,
<br />Ir
<br />1 1/2'
<br />3 (w)
<br />t2 i/r
<br />12 s/21
<br />e 1/**
<br />6 1/4'112
<br />1/2-12
<br />17Y
<br />6 t/4-
<br />itiv
<br />-
<br />-
<br />12 1/2-12
<br />1/2"
<br />6 1/4�
<br />3 (00110110
<br />w-
<br />r
<br />81
<br />51
<br />Ir
<br />I a,
<br />gr
<br />I w
<br />8*
<br />LI/2-
<br />4 (TOP)
<br />5 1/2'
<br />a,
<br />w
<br />C
<br />8
<br />_
<br />2:
<br />11L
<br />a'
<br />0-
<br />or
<br />5'
<br />Ir
<br />s*
<br />mr,
<br />Ir
<br />-
<br />a.
<br />-
<br />4 (BOTTOM)
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />5 (TOP)
<br />13
<br />IS-
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Tr
<br />Ir
<br />Ir
<br />13'
<br />11 1/2'$
<br />(TOP)
<br />Ir
<br />Ir
<br />13,
<br />Ir
<br />13"
<br />Ir
<br />37
<br />IF-
<br />__13_'�'
<br />Ir
<br />11Y
<br />tr
<br />5 TW—MV)
<br />13"
<br />131
<br />ir
<br />Ir
<br />Ir
<br />ir
<br />is,
<br />Ir
<br />Ir-
<br />13,
<br />Ir
<br />it 1/2.
<br />5 (mm)
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13-
<br />Ir
<br />Ir
<br />ir
<br />Ir
<br />13"
<br />. 13'
<br />8 IYOP)
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />ij*
<br />Ir
<br />Ir
<br />11.
<br />Ir
<br />Ir
<br />Ir
<br />11 1/2'S
<br />MP)
<br />6 1 L4:
<br />1 1/4"
<br />6 1/4'
<br />6 1/4*
<br />6 I/rJ6
<br />Ile
<br />-6 (WIT.-)
<br />-
<br />-
<br />—Ile
<br />ia
<br />6 1/4*
<br />8 Ile
<br />6 1/4"
<br />6 1/4'16
<br />IBM.-)
<br />Ir
<br />Ivr,
<br />I r
<br />0 1/2'
<br />Ir
<br />7'
<br />Ir
<br />7-
<br />7 1/2
<br />5 1/2
<br />Ir
<br />14 1/2-
<br />11 FW�
<br />70
<br />1 4-V
<br />13'
<br />s'
<br />I r
<br />Ir
<br />I r
<br />8 1/2'
<br />IX
<br />8 llr
<br />9 11r
<br />6 1/2*
<br />Ir
<br />5 Ile
<br />I (W)
<br />>31-r
<br />TO
<br />Ir
<br />71
<br />Ir
<br />13,
<br />13"
<br />9 1/2
<br />Ir
<br />9 1/2
<br />101/2
<br />1 1/2
<br />Ir
<br />r
<br />11 (emom)
<br />13-
<br />7 11ri
<br />Ir
<br />Ir
<br />Ir
<br />le
<br />Ir
<br />to"
<br />it*
<br />a,
<br />Ir
<br />6 1/2*
<br />1 (110170M)
<br />Ir
<br />S'
<br />Ir
<br />to lIr
<br />is"
<br />7'
<br />Ir
<br />7 1/2
<br />5 1/2
<br />13"
<br />4 1/2*
<br />2 (TOP)
<br />Ir
<br />G"
<br />I Ir
<br />I Ir
<br />Ir
<br />8 llr
<br />ir
<br />8 t/2"
<br />9 1/2'
<br />6 1/2'
<br />Ir
<br />5 I/r
<br />2 IMP)
<br />ir
<br />7,
<br />13,
<br />Ir
<br />Ir
<br />9 1/21
<br />Ir
<br />9 t/2
<br />10 1/2
<br />7 1/2
<br />Ir
<br />6 1/2'
<br />2 WITOM)
<br />13'
<br />7 11Z
<br />13"
<br />1 13'
<br />Ir
<br />10' -
<br />IS'
<br />TO-
<br />11'
<br />S'
<br />Ir
<br />! 1/2'
<br />2 MOTMM)
<br />Ir
<br />7'
<br />13"
<br />ir
<br />ir
<br />9 1/21
<br />Ir
<br />9 1/2
<br />TO 1/2
<br />7 1/2
<br />Ir
<br />a 1/2'
<br />3 CtOP)
<br />13"
<br />7 i/r.
<br />Ir
<br />13,
<br />Ir
<br />10,
<br />Ir
<br />lo'
<br />IT'
<br />a'
<br />Ir
<br />1_1/2"
<br />3 )
<br />12 1/2"12
<br />1/2'
<br />6 1/4'
<br />6 Ile
<br />12 1/2'
<br />6 Ile
<br />-
<br />-
<br />a 1/4,
<br />6 1/4-
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2-12
<br />1/2-
<br />6 1/4-
<br />6 1/4'
<br />12 IJV
<br />12 1/2'
<br />-
<br />I -
<br />5 Ile
<br />5 1/4-
<br />3 (BOTTOW).
<br />r
<br />r
<br />a'
<br />5 1/2'
<br />3 1/2
<br />a
<br />11/2
<br />-3
<br />1 112r
<br />3.
<br />r
<br />T Cj&;)
<br />7 1/2"
<br />r
<br />8'
<br />r
<br />r
<br />r
<br />jr
<br />4 11r
<br />3 llr
<br />6 1/2
<br />r
<br />4 1
<br />ir
<br />-
<br />Il'
<br />-
<br />5 1/2'
<br />-
<br />7 1/2'
<br />4 (BOTIOM)
<br />YYQN�
<br />r
<br />r
<br />5 1/2'
<br />-
<br />17 1/2*
<br />- 14
<br />(BOTION),
<br />is'
<br />1.
<br />13,
<br />131
<br />13"
<br />9 1/2'
<br />13"
<br />9 I;Y
<br />to 1/2
<br />Irl
<br />13,
<br />(TOP)
<br />Ir
<br />8 llr
<br />Ir
<br />Ir
<br />ir
<br />IV
<br />13,
<br />-LOL-
<br />I"
<br />Ir
<br />Ir
<br />a 'Ir
<br />5 (TOP)
<br />Ir
<br />13,
<br />1
<br />a lIr
<br />5 (BOTTOM)
<br />13'
<br />11
<br />'r
<br />15F
<br />'r
<br />'D*
<br />_Ij2-L5_*TTW_)
<br />13,
<br />7-
<br />17 1/2-15
<br />1/2-1
<br />Ir
<br />4 1/2-
<br />6 (TOP)
<br />13,
<br />r
<br />Ir
<br />I
<br />Ir
<br />611/2-
<br />0 1/2-
<br />6 1/2*1
<br />Ir
<br />mm
<br />Ile
<br />49-,
<br />—1/1
<br />6 Ile
<br />18 1/4-11
<br />W14e'
<br />I WIT, -
<br />1
<br />0 Ile
<br />6 Ile
<br />Is 1/4-18
<br />1/4�1
<br />1(4,16
<br />(BOYT
<br />SW WV I I MR A1,04ORS TYPE * 9191114 MR INSIALLATIONS INTO 11001) PANIC SUIUMPIM
<br />MINIMUM ANCHOR SPACHOS 00 MNMAI WX DISIANCE ARE INDICAM 00 TO& SCHEOULL FOR F-D
<br />LCIS TIAN INVOOM ON SCHOD" INIAn ANCKOR SPACING By A"MY1100 SPACM SNOWN ON
<br />SCH13KILE BY TIC FOLLOWNIS FACTOW FOR THIS OPERATION TO K = RICOUCED 101ACINO
<br />man wo; rcm smul Not K LESS "A wowum "Amw IM �CH ANCHOR IVPE
<br />ON INS SCHEDULE
<br />1/41.
<br />1/411.
<br />Ile,
<br />1/410
<br />1/4'.
<br />Ile.
<br />ANCHOR TM
<br />vvm
<br />smuo-ser
<br />a
<br />Im
<br />"s-IN
<br />mmm ANCHOR SPACING 00
<br />3
<br />t3
<br />-Tom&
<br />2 ii-v
<br />:1 '/2
<br />wommomm"
<br />3
<br />3 Ilr
<br />JI
<br />3 Ilr
<br />3
<br />DWAAKI QLA) pitZ IROOK
<br />3
<br />3 I/r
<br />41
<br />AmK ma Owma 0m)
<br />FACTOR
<br />0.35
<br />,te
<br />VW
<br />to
<br />3,yr —4
<br />I.0wo
<br />'m
<br />ID T-ABIE 11 FOR MAX. A.S.D,
<br />I AN IS
<br />lox A' A
<br />Al". DESIGN LOAD
<br />MAMUM PANEL
<br />Lam
<br />40 PSF OR LESS
<br />6,-$,
<br />* 40 PSF TO 50 PSF
<br />6'-2-
<br />* 50 PSF TO 80 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE OW VAUD FOR 5
<br />W1 SOLID SET ANCHORS All W/ 0 SPACER AT 12 1/2* O.C,
<br />(SEE SECTIONS & ALTERNATIVES ON SHEETS 11 K 15 &141)
<br />r VAX. R-IA/m R-2A/13, R-3A/14. R-20/11 R-30/14.
<br />D.M.. *R-IAW/15, R-20/15. R-3AW/16. +R-4811111% R-2BW/15. R-3BW/16.
<br />0
<br />0 0 0 0
<br />m.-mm-
<br />1 -7-
<br />LAR ii6tM PANEL
<br />-20X S.S. BOLTS W I
<br />(USE FOR PANEL
<br />7'-6')
<br />REGULAR STORM
<br />�R
<br />PAN
<br />UFE SAFM STORM PANEL
<br />A
<br />1/4
<br />'7 5.S BOLTS IN
<br />I AT 'EA OVERILAFT_
<br />z"L'
<br />I J
<br />E
<br />_J_1
<br />V
<br />ITON 0 LIFE
<br />Ir-W 0 +440, -40.0 P..f, _
<br />(w/ C%vw Me PANEL LENIGN BOLT)
<br />r-r 0 +50,0. -sco p..I.
<br />(W/O mmv mm PANEL LEmam SMI)
<br />USE V--W MBIL PARM UNOTH
<br />AT ALL MOUNTINGS
<br />D.M..
<br />PANEL BQTTDM� CORNE?S
<br />I I
<br />.
<br />Q
<br />i
<br />0
<br />. .....
<br />or
<br />AT
<br />wm twT AT EMRIOR
<br />LEFT MCI—
<br />WIND NUT
<br />RIGHT PAWL
<br />t INSTALLATIONS ONLY VAUD FOR WIND
<br />R-2A/13. R-3A/114,
<br />R-19/13. R-20/M R-30/14,
<br />I: wN.1; SPEED UP TO 170 m.p.h.
<br />-*R-1A/13.
<br />R-IAW/15. R-2AW/115. R-SAW/16.
<br />*R-IBW/15, R-20W/15, R-38W/16.
<br />(SEE SECTIONS fir ALTERNATIVES ON SHEETS 13. 14. 15 &1$)--
<br />Ile WAX GAP,
<br />UEE SAFETY STORM PANEL M ELMA-TION
<br />(t)
<br />S—MRM-PANEL
<br />SCALE 1/4-1
<br />04N. 003VAP -1 WHOUE wuv)
<br />f(D REGULAR
<br />STORM PANEL
<br />LIFE 1. PANEL
<br />FLORIDA BUILDING CODE (Won MAh Vefaclufty Nu no Zo
<br />EXTERIOR
<br />0RIDI`-
<br />yxmm W.
<br />24 GAGE G&VAXrZED STEEL STORM PAMM
<br />NJ`,
<br />04004 BY..
<br />GLOBAL PROTECTION MOUCM LLC.
<br />o""w"m"m
<br />SECTION A —A
<br />.0011 &w. 51 s"w
<br />SCALE 114--1
<br />(954WIN-71KIL M- (104)1109-179Y
<br />P4 SLMI/�
<br />ow it or I
<br />,TT
<br />7,7, r__v-P77-71 1
<br />INSTALLATION DETAU
<br />INTO
<br />77 T '/�_TT
<br />W
<br />EQR UEE SAFETY PANEL
<br />W200 STRUCTURES
<br />11 =11-1
<br />DO WADER
<br />_ GUIRED
<br />VRE
<br />/4
<br />1 -0 TA" O.C.
<br />V
<br />-W,= D.,
<br />O.t
<br />/2' i 1/4*
<br />MAX, MAIL
<br />MAX—
<br />M
<br />uia"
<br />i i <D
<br />- - - - - - - - - -
<br />AT m Z&V
<br />CLAM �4
<br />It
<br />.4 PAWL LENGTH
<br />Bo PANEL LENGTH
<br />IT
<br />(SEE
<br />PANEL LENGTH
<br />0"ATION
<br />ON SHEET 12) 11 1 1 PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SKET' 12)
<br />(SEE ELEVATION
<br />It t (SEE ELEVATION
<br />ON SHOT III)
<br />I SHM 12)
<br />_'SEPAp*
<br />VI�4
<br />R 1. W.
<br />12 4---SEPARATIQN-
<br />up 1. Jan.
<br />11---SWEPARATIO14
<br />0 TO GLASMS.
<br />TO CLASS.
<br />Ll2
<br />A TO
<br />It
<br />ED
<br />E4.
<br />71\
<br />z
<br />A_
<br />> wo�
<br />J
<br />--I ED
<br />f � i � 11
<br />q)
<br />*
<br />2
<br />1/4"0 TAMN I AT
<br />ANCHOR 0 9" D.C. ANCHOR 0 9* D.C.
<br />REOUmv, "Ap oam-
<br />4' _=
<br />-1 ; I OX-
<br />STAGGERED W/ stub aAmilm W/ Sw
<br />WOOD
<br />REOUIROD
<br />KOUM
<br />__V4
<br />D.C.
<br />LATE
<br />-RED
<br />ITER R:;l Bw
<br />0 REGERM F&ANILMLS
<br />Ew
<br />JA LIEL WOU ANLI
<br />WALL MOUNTINGS
<br />SCALE 3/8-1-
<br />OURIENU FRANELS LIFE SAFETY PANEL
<br />EN FLORIDA BUILDING CODE (Non High Velocity Nu an* Zons)l
<br />NOTES,
<br />I . INSTALLATION ARE ONLY VAUD FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (pv.1) AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEET 12.
<br />ox" "am Imt t.P.
<br />.4067 24 GAGE GALVANIZED STEEL STORM PANEL
<br />STATE GLOBAL PROTECTION PRODUCTS, LLC.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />"Go
<br />So. 5 sow
<br />139%
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEC.
<br />CAW- n.
<br />20-175
<br />DENSITY OF 0.56 OR EQUAL
<br />CA-400CM
<br />PHONO. M4)W�7"%
<br />FAX.- (04POW-M
<br />OWNING
<br />=9 sow 15 OF it
<br />MOMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MMIMUM ANCHOR SPACING
<br />scHgpW,E EQjt gEOLAR sTogm PANELM mgALLMws Iwo cmgm & coNcRETE OIL= sTRucTuRES
<br />(VAUD ONLY FOR PANEL (2) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX A.S.0
<br />DESIGN
<br />pfmmm
<br />RATING
<br />66
<br />MAXIMAAM
<br />ANCHORS
<br />SPACING
<br />MR
<br />MIN ED
<br />PER SMILE
<br />BELOW *
<br />"m
<br />MAXNM
<br />PANEL
<br />LENGTH
<br />K)
<br />MAX. AS.D.
<br />DES"
<br />PRESSURE
<br />RAYING
<br />(P.-f-)
<br />MkJOINUM
<br />ANCHORS
<br />SPAOING
<br />MR
<br />MR E.D
<br />PER SCHEDUILIE
<br />BELOW
<br />APPLICABLE
<br />IV �'
<br />"w'
<br />PANEL
<br />LENGTH
<br />v
<br />K)
<br />TAPOIDN
<br />I SDUO-SET
<br />PANELMATE
<br />FEMALE
<br />ID
<br />PANELMAXE
<br />PLUS
<br />ZAMAC-RAM
<br />—10
<br />SOUD-Set
<br />FEMALE
<br />ID
<br />PLUS
<br />ZAIAAC-NALIN
<br />-"-
<br />CALK-0
<br />IN
<br />10
<br />CONCIsm
<br />!&
<br />10
<br />CommIRE
<br />3k
<br />TV
<br />To
<br />To
<br />TO
<br />mm:
<br />To
<br />TO
<br />TO
<br />A
<br />COMBINATION
<br />10
<br />3k
<br />10
<br />OCNOPWTE
<br />TV
<br />4:5
<br />cammm
<br />omw
<br />To
<br />camalm
<br />To
<br />ommm
<br />To
<br />om�w
<br />wam
<br />COMBINATION
<br />OF THEM
<br />�ft -65
<br />m
<br />I
<br />Ir
<br />it'
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />'r
<br />r
<br />Ir
<br />12*
<br />Ir
<br />to*
<br />I (Top)
<br />W-C
<br />Olt
<br />LESS
<br />>+75, -73
<br />To
<br />.112,-ilIL6
<br />Ir
<br />51
<br />Ir
<br />1,30
<br />tir
<br />t4l/2'
<br />OR
<br />—
<br />Ir
<br />it'
<br />Ir
<br />!L_
<br />Ir
<br />Ir
<br />Ir
<br />I r
<br />12-
<br />Ir
<br />10'
<br />1 WYOM)
<br />13
<br />0 llr
<br />13'
<br />Ir
<br />13"
<br />13"
<br />IW
<br />Lllr
<br />Ir
<br />IT
<br />e
<br />I iiiam")
<br />Ir
<br />it-
<br />Ir
<br />Ir
<br />_13
<br />Ir
<br />13'
<br />W
<br />Ir
<br />Ir
<br />r
<br />ur
<br />ir
<br />to"
<br />2 DOF)
<br />Ir
<br />r
<br />tr
<br />10 11Z
<br />13'
<br />6 1/2'
<br />IW
<br />6 llr
<br />7 llr
<br />5 llr
<br />2 (TOP)
<br />Ir
<br />It*
<br />Ir
<br />13*
<br />Ir
<br />Ir
<br />Ir
<br />13"
<br />is,
<br />12'
<br />ir
<br />10'
<br />.2 (WITOM)
<br />13"
<br />r
<br />ir
<br />Ir
<br />Ir
<br />9 1/2"
<br />Ir
<br />9 1/2'
<br />10 0*
<br />7 11V
<br />ir
<br />6 W
<br />'/I.
<br />2 (0011100)
<br />Ir
<br />it,
<br />Ir
<br />13'
<br />ly
<br />ir
<br />Ir
<br />Ir
<br />Ir
<br />12"
<br />Ir
<br />lo'
<br />3 (Tm
<br />tr
<br />71
<br />Ir
<br />Ir
<br />Ir
<br />9 llr
<br />Ir
<br />9 llr
<br />to 1/2'
<br />-=
<br />7
<br />-=
<br />13'
<br />r
<br />3 (W)
<br />t2 1/2-12
<br />llr
<br />5 I/r
<br />6 11114V
<br />12 1/2'
<br />t2 112"
<br />-
<br />1/4"
<br />a t/4'
<br />I �)
<br />I/r
<br />6 1/4'
<br />6 I/V
<br />-
<br />12 1/2
<br />5 i74
<br />IIV
<br />6 1/4*
<br />3 (WITOM)
<br />r
<br />Ir
<br />v
<br />r
<br />0 1/2"
<br />r
<br />S"
<br />0'
<br />4 1/2*
<br />4
<br />7
<br />r
<br />lIr
<br />31
<br />6 1/2-
<br />2.1/r
<br />It.
<br />4
<br />113"4
<br />(001100)
<br />Ir
<br />11"
<br />Ir
<br />IF
<br />Ir
<br />Ir
<br />13*
<br />Ir
<br />12"
<br />13.
<br />to-
<br />F(—Top)
<br />i_"�F
<br />Ir
<br />ir
<br />13"
<br />r
<br />-Ir
<br />w
<br />to"
<br />.7 Im
<br />Ir
<br />r
<br />5
<br />Ir
<br />III
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />Ir
<br />tr
<br />to,
<br />5 (BOTTOM)
<br />ir
<br />7'
<br />is"
<br />IY
<br />Ir
<br />9 1/2'
<br />Ir
<br />9 lIr
<br />10 1/2"
<br />7 1/2"
<br />Ir
<br />W
<br />5 (BOTTOM)
<br />13,
<br />it*
<br />13'
<br />13'
<br />Ir
<br />IW
<br />Ir
<br />Ir
<br />Ir
<br />12"
<br />Ir
<br />10'
<br />6 0100
<br />13,
<br />v
<br />Ir
<br />10 T/2'
<br />Ir
<br />6 IIV
<br />Ir
<br />0 1/2'
<br />7 1/2'
<br />5 1/2*
<br />1/2*
<br />6 (YOP)
<br />-
<br />-
<br />a 1/1v
<br />6 i/4-
<br />6 'A"
<br />1-11-e
<br />6 Ile
<br />a Ile
<br />6 (satir-)
<br />-
<br />1/4-
<br />6 1/#-
<br />6 1/4-
<br />! 1/4 '
<br />_
<br />0 Ile
<br />a 1/4'
<br />-
<br />-
<br />6 1/4r
<br />a Ile
<br />a f9O")
<br />13"
<br />17 1/2*
<br />13'
<br />Ir
<br />to'
<br />Ir
<br />10,
<br />is'
<br />'.
<br />113-
<br />1.
<br />TO
<br />13,
<br />S�
<br />Ir
<br />101/0
<br />13,
<br />6.j /2'
<br />Ir
<br />8 1/2'
<br />7 I1r
<br />5 1/2",
<br />>W-G.
<br />m
<br />---
<br />Ir
<br />7 11r]
<br />13'
<br />Ir
<br />Ir
<br />flo I/Zr'
<br />1
<br />10 TIr
<br />11 1/2'
<br />a'
<br />Ir
<br />r
<br />I (BOTTOM)
<br />13"
<br />6 1/2'
<br />Ir
<br />Ir
<br />13,
<br />r
<br />Ir
<br />'.
<br />lo'
<br />7 11ri
<br />Ir
<br />e
<br />11 (Wnuol
<br />Ir
<br />7 llr
<br />13"
<br />1 13"
<br />2
<br />lo'
<br />Ir
<br />to-
<br />I Il.
<br />'.
<br />13'
<br />5 1/2'
<br />2 (FM
<br />Ir
<br />1 5'
<br />Ir
<br />10 1/2'
<br />Ir
<br />to 11rI
<br />13"
<br />0 1/2*
<br />7 1/2*
<br />5 1/27
<br />ir
<br />4 ilr
<br />2 (TOP)
<br />13"
<br />7 llr
<br />13'
<br />ly
<br />IP-
<br />Ir-1.
<br />1/2-11
<br />1/21
<br />a-
<br />Ir
<br />7-
<br />2 O)OTTOM)
<br />Ir
<br />7-
<br />1 ir
<br />I ir
<br />ir
<br />19 1/2*
<br />1 ir
<br />9 1/2'
<br />10 1/2*
<br />7 llr
<br />Ir
<br />IS 1/2*
<br />2 (BOTTOM)
<br />Ir
<br />7 llr
<br />13"
<br />'r
<br />13'
<br />Ila 1/2'
<br />ir
<br />10 112"11
<br />1/21
<br />a'
<br />Ir
<br />r
<br />3 (mp)
<br />r
<br />I Ir
<br />I Ir
<br />Ir
<br />9 1/2;
<br />jr
<br />9 1/2-10
<br />1/2-
<br />7 Ile
<br />ir
<br />f7
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2'12
<br />llr
<br />6 Ile
<br />6 1/4-
<br />12 1/2'
<br />6 Ile
<br />-
<br />I -
<br />a 1/4'
<br />6 Ile
<br />3 (BOTITIM5
<br />-
<br />12 IA-
<br />12 TIV
<br />0 1/4-
<br />6 1/4
<br />12 1/2'
<br />6 Ile
<br />-
<br />-
<br />a Ile
<br />a Ile
<br />3 (BOTTOM).
<br />7 1/2-
<br />3 1/2-
<br />r
<br />V
<br />7 11r
<br />4�
<br />$*
<br />4 1/2'
<br />V
<br />13 Ijr
<br />7-
<br />r
<br />4 DIP)
<br />7'
<br />r
<br />__f_
<br />5 1/2'
<br />7-
<br />-3 1/2'
<br />Ir
<br />4"
<br />4 11r
<br />31
<br />6 11r
<br />2 Ile
<br />4 (TOP)
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />'.
<br />-
<br />a"
<br />I -
<br />a,
<br />-
<br />4 (BOTTOM)
<br />-
<br />8 I/Z-
<br />-
<br />w
<br />-
<br />a-
<br />-
<br />5 1/2-
<br />-
<br />7'
<br />-
<br />4 (i6n�
<br />Ir
<br />7 1/2"
<br />ir
<br />ir
<br />13'
<br />10 11V
<br />Ir
<br />to 1/2:11
<br />1/21
<br />8"
<br />13'
<br />r
<br />5 (TOP)
<br />Ir
<br />6 1/2-
<br />Ir
<br />13,
<br />Ir
<br />1.
<br />13"
<br />r
<br />Iw
<br />7 1/2"
<br />Ir
<br />111
<br />5 (top)
<br />Ir
<br />7 Ile
<br />13,
<br />Ir
<br />10 1/2'
<br />Ir
<br />10 t/2-11
<br />I/2j
<br />8"
<br />13"
<br />1 7'
<br />Ir
<br />7'
<br />Ir
<br />IW
<br />ir
<br />9 1/2-
<br />Ir
<br />9 1
<br />0 '/
<br />!�
<br />�F
<br />"r
<br />'*
<br />5 M"TOM'
<br />is,
<br />__L3L
<br />Ir
<br />KIM/
<br />1
<br />1!
<br />Ir
<br />S*
<br />Ir
<br />Ir
<br />a Vr
<br />Ir
<br />III 1
<br />117 /4211.
<br />1
<br />��'M
<br />a 1,(4w
<br />8 Ile
<br />. 11,
<br />1 -
<br />-
<br />-
<br />I -
<br />16 114"
<br />6 1(4"
<br />0 (901T
<br />1 114*
<br />6 1/4*
<br />1 1/4'
<br />6 1/4'
<br />_-
<br />I - I
<br />-
<br />I - 16
<br />Ilelf
<br />1/4�16
<br />(BOTY-)f
<br />SEE SHW I I FOR ARMIAS I`YPE & SPACING FOR INFIALLATOM KID WOOD PRIME BVILDINOIL
<br />0 WWQM ANCI-10A NIACINGS 40 WWU-A ON OMIAMOE ARE INDCAM ON THIS SONDIUM MR ILM
<br />LOS TNAN INDICATEY, ON SCHMU MM ANCHOR SPACM AV 1411ft"No SAACM SHOW ON
<br />BOWO" In, IKE FOULANNO VACTORL FOR IM OPINKNOR TO IM POSSIBLE NODUCED SPACING
<br />MU24M UAW FACTOR SHALL NOT BE LEM THAN MOAN SPACM 11101WED FOR EAN ANOWIS TW`E
<br />ON M SCHEDULE.
<br />ANCHOR rfIPE
<br />1/4'.
<br />T/4'.
<br />111r.
<br />1/4'.
<br />1/4'.
<br />1/4'.
<br />WPM
<br />BpjP_AQT
<br />=
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<br />(ALK-0
<br />NORMAN ANCHOR SPAOING (bL)
<br />3
<br />3
<br />3
<br />2 TIr
<br />21/2
<br />moommm" *— 00
<br />3
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<br />OIWIANG 944 OKWX am w
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<br />AMIAL 90 01111111MICIE (ED)
<br />FACTOR
<br />I1r
<br />am
<br />-
<br />'jr
<br />ut
<br />am
<br />is
<br />40
<br />S "SM W11 01 FOR MAX A.&D
<br />SPACINGS ONLY VALID t5�S�PA= �S�
<br />DESIGN LOADS & MAX S USED,
<br />SEE SHOUS 13 At to FOR ANCHORS
<br />MOM" Tfm
<br />1Vm * SPACING MR INSTALLATIONS INTO
<br />"pan
<br />oft" Ammmon sAmmm 0.)
<br />3
<br />*= FRAME eUILDONIS,
<br />UMMM ANCHOR SPACINW AM MINIMLIM
<br />I
<br />3
<br />MOE DISTANCE A81 INDICATED ON THIS
<br />SORBOLUL FOR Lo. Ms THAN Omfc*Tit
<br />ON SCHECLU RECOCE ANCHOR SPACIACI
<br />3
<br />AM& MMM
<br />By ;11 �4noof,_
<br />SCHEDULE BY THE FOLLOW" WO;M
<br />nx THIS opown0m To K POSSME,
<br />lIr
<br />AMCED SPACING OBTAINED LSM
<br />FACTOR SKILL NOT K LESS THAN
<br />21/2-
<br />OAI
<br />MINIMUM SPACING INWARD FOR EACH
<br />AMMOR "PE ON TM SOWEDLILL
<br />TABLE at A
<br />"01 OEM LOAD
<br />MAX" PANEI.
<br />LENGTH
<br />40 PSF ORLESS
<br />* 40 PSF TO 50 PSF
<br />6'-2-
<br />* 50 PSF TO 60 PSF
<br />W-10"
<br />A WX PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W1 SOLID SET ANCHORS & W/ SPACER AT 12 1/2-
<br />0
<br />w," moumnm
<br />SCALE 3/s.1-
<br />�'O TAPI
<br />;NOR 0
<br />ION
<br />12)
<br />lb
<br />ECI
<br />'L. MAX
<br />PANEL LENOTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />ILIL
<br />TAPCON
<br />R 0 a, D.C.
<br />POURED CONCRETE OR
<br />� BLOCK REOUIRED.
<br />INSTALLADON DETAILS FOR
<br />JNT_Q W990 STRUCTURES
<br />IT
<br />TTx
<br />I I t
<br />_AOOD HEADER
<br />REOLARED
<br />fl D.. D.C.
<br />4)
<br />AS y
<br />Ile
<br />A:Iti
<br />MAX,
<br />If
<br />CLASS a
<br />_T115
<br />='�o
<br />I X
<br />I v "x
<br />11 *L* MAX, LENGTH
<br />PANEL LENGTH (SEE ELEVATION
<br />(SEE ELEVATION ON SHEET 12)
<br />ON SHEET 12)
<br />Ir 1,
<br />wm—
<br />To CLASS. #---SEPARAYION--
<br />I A GLASS
<br />-
<br />--r-
<br />i4a5_
<br />1/f ac
<br />ED, EQ.
<br />I_ 7
<br />2'.4' WOQQ_ t 2-x*- WOOq_
<br />PLATE PLATE
<br />REQUIRED REQUIRED
<br />EL"It PLUS PLUS
<br />CHOP 0 12 1/2- O.C, 0 12 1/2' D.C.
<br />ALIFIN& —SOW
<br />INUM FAHLU a U SAW PANEL
<br />WALL MOUNTINQ .... il
<br />SCALE 3/9-1-
<br />FLORIDA BUILDING CODE (Non High Velocity Nu cons Zone)l
<br />mumo 71130A m 24 GAZE GALVANIZED STEM STORM PANEL ro.
<br />1. INgrALIAMON ARE ONLY VALID FOR MAX. A-S.D. STATE OF ",,k M
<br />DESIGN PRESSURE RATINGS (p.sf) AND PANEL ECTION PRODUM LLC.
<br />L04THS AS PER ELEVATION ON'SHIEFT 12. % e 11LIEC0.1111c. GLOBAL PROT
<br />/ow
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />TO BE SOUTHERN PINE No Z W/ SPECIFIC lihm"4900t 11 — omous-,se. m. ivgwwo�aw 20-175
<br />MEMBERS
<br />DENSITY OF 0.55 OR EQUAL cAl-owl. -wit. I- Dmwft N.
<br />P.E SEAL/SWATUREQUX wmx full ;.g
<br />-------- U� f 441
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<br />SHEET NO.
<br />SH 1.4,
<br />
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