|
- I --. J..__--L1
<br />END QLQ5,U8ES DETAILS FQR 1N$j-ALLAT1QN IN POURED
<br />CONCRETE BLOCK QR WOQD STRUCTURES, YALID FOR REGULAR. LIFE
<br />SAFETY & E-Z HANG STORM PANEL(D SYSTEMS
<br />M
<br />1 1
<br />�-��� DONONETT.
<br />VAmES 1 1 ,©® ,® OR I "� macro: OR 2' A r . Mr 3103 H-14 mN
<br />�/Q,�� r.4 WOOD FRAE GO03-18 ALLOW \
<br />5 MAa"I t:/ .Peoumm ANGLE YRfa1 4CpR.1ALaJR1.
<br />`
<br />•,_,2 1/2' TAPCON a t2f oF.
<br />BLOGf OROR 2".4" EMOPO TRAL �` PO \ I 1/4'f a 1 3 0 fi+PCON Min. P
<br />ANONw a 1r o.e: •" ' 2M2"
<br />RF3G1PREo 1
<br />FRAME 1
<br />®
<br />Y,4WoOD OR
<br />REOUnEO ` - HALF P.t4Et \
<br />�WN
<br />1 x1/4" "P
<br />i
<br />C/FN'AYlB. INCNOR I
<br />� lER1PA LOCATOR
<br />LAIN TE LED
<br />4 1
<br />VARES
<br />f: 5 MsL 9G< L iXI35. MOX, I ALlR4 ANaME�OR Cmrr f
<br />3,Do-HTE4 SHEET . Poumm co-,NCoNCIB:•�..-j
<br />2` X 4' % n? '-.,.! 1-_TTMACR MIEFAA ALIMG. NP�NT PLAE d„ KO X OR 2.4' WOOD FWM
<br />310E-W140R. 4• { 1l 1 ft"dP.t .. ( REQUIRED
<br />2 $1
<br />j2 - J
<br />�J 2 6003-16 N2FYY 1
<br />-�
<br />cow, AUM MOLE MIX, 1/4
<br />M. CAP
<br />I
<br />e it O.C. 3105-104 OR 600-16 ALLOY
<br />w/4AC%NUT O.L AWED. ANGLE
<br />CASE A (PLAN) CASE B {PLAN) CASE G (PLAN) iQAaE D (,PLAN)
<br />SCALE 1/4'=1- SCALE Ile -I' SCALE 1/4'.1' SCALE 1/4"-1"
<br />- r ' � 61Op PASvr �KDAWE�
<br />I Fih61i.E
<br />1+ -- •i CONLAEfE 9LOGi '.-TOP or OM pF J Mp141TE PU15
<br />X Pou4OtORE �&�.00X - YARB3 1 I �/4�) y4./ OR 2544' 1laMS ; 5$ES aF OPENRIC 56NEDUIE i7N x 9.
<br />A
<br />:fT➢WE 3" `✓ 4 ® FFA2 REQUIRED AS 19K4.OAO.E 10 # 11)
<br />. NXGNCREIE 11
<br />O9R 2"A4'
<br />�OVERLA�PK4YOND
<br />wC90 E'RAME
<br />I V OR(j) w/
<br />VARIES (D- WAND FRONT e
<br />1
<br />S, M.
<br />LIE Hui DI and )m
<br />X - ILO.'DISTANCE
<br />'A-4-ffi6.[4R14» ' ,4HINHGNN,IFM CASE G (PLAN)
<br />wv ben YRwMn • 4 iR A TfJj jij4�� SCALE 1/4'.1"
<br />0.G q V4 :m ..........
<br />WCorihT ,WIX
<br />:''�kGENs '':✓9'�k VALID FOR DIRECT MOUNT ONSFMlATION ONLY do
<br />CMMEO PANEL INSTALIATIO N AT WALLS W/
<br />r"No.44167
<br />2 SURFACE LEVEL VANIAT1(N7S WIiHRN 31e
<br />FLORIDA BUILDING CODE Non High Velocity Hu core Zone
<br />CASE E (,PLAN) CASE F (PLAN) i o STATE
<br />zk F 92m� INC. 24 GAGE GALVANIZED STEEL STORM PANEL •DAMON 6r:
<br />SCALE 1l+`=1` SCALE 1/4•=1" y.c�S�rCDR40P,.•1�kA GLOBAL PROTECTION PRODUCTS, IJC. 07 v AAAAMN -
<br />IH�y4: `2.%''i!i 46W &W. 6f SiPE]O
<br />LAID NEEIIIN9 COM1•Aw t1WW, 2 3?3,4 20-1 75
<br />...+.. PNO n,-,w . N,i n GID ITP.=a6N PNCWE: c95+)btle-76,4. nw lN5.J009-BF9T
<br />P.E 6F'/4.�ONtiMRE/OME. OAS -ODD Awr ,NMnw wt .er:. Mse. Ms IXARAa Na.
<br />WAY9A A dY., PE a.R man A or to
<br />MAXIMUM A.S.D. DESIGN PRESSURE Re'r1NG (rs a.i) AND CORRESPONDINQ MAXIMUM ANCHOR SPACINQ
<br />SCHEDULE FOR REGULAR STORM EANEL (f) INS'i'ALL OQNS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL iDINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. A.S.D.
<br />DESIGNM
<br />PRATING RE
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON 'SHEETS 6 & 7
<br />APPLICABLE
<br />TO
<br />OF THEM
<br />AMIUELM
<br />01-)
<br />TAPGON
<br />LAD SCREW
<br />PANQ,MATE
<br />FEMALE ID
<br />PANEEMATEWOW
<br />PLUS
<br />BUSHING
<br />13'
<br />43`
<br />13"
<br />13,
<br />fir
<br />IN
<br />Is-
<br />13'
<br />13•
<br />13,
<br />13,
<br />to (BOTTOM)
<br />B 1/2-
<br />a Ill-
<br />6 Ilr
<br />6 Ilr
<br />6 1/2'
<br />2W (TOP)
<br />- -
<br />-
<br />6 1/4-
<br />12 1/2-
<br />IS 1/4*
<br />2W (BOft.E)
<br />V-O"
<br />8'
<br />8'
<br />6'
<br />e'
<br />-
<br />3W (TOP}
<br />LOR
<br />ESS
<br />6•
<br />6'
<br />B'
<br />8•
<br />-
<br />0 (EDTTW)
<br />13,
<br />13,
<br />1r
<br />t3'
<br />tr
<br />4W (TOP)
<br />+45, -45
<br />OR
<br />EFTS
<br />13,
<br />137
<br />13'
<br />13'
<br />13"
<br />4W (WTiOM)
<br />13'
<br />1r
<br />13•
<br />13'
<br />6 1/2r
<br />IW (10P)
<br />13"
<br />Ir
<br />13"
<br />Is.
<br />6'
<br />IN (BOTtoM)
<br />6 Il2-
<br />6 1/2'
<br />B 1/2'
<br />6 1/2"
<br />6 1l2"
<br />12W (TOP)
<br />81/4
<br />12 1/2-
<br />61/4"PW010IT.1)
<br />> o"
<br />4 11r
<br />4'
<br />6. 1/2.
<br />6 1/2'
<br />-
<br />(TOP)
<br />14•-4-
<br />4 t/2"
<br />1 4 1/2-
<br />7"
<br />r
<br />-
<br />3W (BOTTOM}
<br />10 1/2'
<br />9 1/2"
<br />12•
<br />12"
<br />1r
<br />Is-
<br />Is-
<br />13"
<br />8 1/2"
<br />4W 011ROMi)
<br />" SEE TAO.E /1 FOR MAX. A.S.D. DESIGN LOAM & MAX.. -PANEL LENGTHS WFIEN SPACER IS l
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 {
<br />MAX. A.S.D.
<br />DES'"
<br />R
<br />MAXIMUM ANCHORS SPACING FOR E.D.. AS SHOWN LIMN SHEETS 6 & 7
<br />APPL1PA64E.
<br />TO
<br />ALTSommm
<br />&ANY
<br />OF THEM
<br />MAxMMMN
<br />PANEL
<br />YENOTHI
<br />(H')
<br />TAPCON
<br />IX. SCREW
<br />PANEUNTE
<br />FEMALE ID
<br />PANELMATE
<br />PLUS
<br />WOOD BUSYING
<br />tr
<br />13'
<br />Is'
<br />13"
<br />t3'
<br />IW (OP)
<br />Ir
<br />is"
<br />13"
<br />it
<br />r
<br />IW (Wyw
<br />6 1/r
<br />6 ilr
<br />6 11r
<br />6 1/2'
<br />6 Sl2"
<br />2W (tm
<br />-
<br />6 1/4-
<br />12 112"
<br />B Ile
<br />PIN (WIT-9
<br />51-0"
<br />7'
<br />OR
<br />ESSS
<br />7 112'
<br />I 6"
<br />S.
<br />Ir
<br />-
<br />3w (BOTTOM)
<br />Ir
<br />13"
<br />13"
<br />tr
<br />tr
<br />4W (10P)
<br />+46tn-45
<br />+75. -75
<br />,r
<br />Is-
<br />is'
<br />Is'
<br />Ir
<br />4W (BOTTOM)
<br />12r
<br />Ir
<br />13"
<br />Ir
<br />10'
<br />iw (Top)
<br />13`
<br />137
<br />13,
<br />13"
<br />6 1/4`
<br />1w (90TTW)
<br />6 Ile
<br />6 1/2"
<br />6 1/2-
<br />8 1/2"
<br />6 1/2"
<br />2W (TM)
<br />B 1/4•
<br />12 1/2-
<br />6 1/41
<br />12W 09013L.
<br />>5•.-0"
<br />4 1/2-
<br />5'
<br />7 1/2-
<br />7 112,.
<br />3w (HOP)
<br />I 7rS.
<br />5"
<br />5 1/2-
<br />N.
<br />8"
<br />^-
<br />13W *I*
<br />13"
<br />13'
<br />1S`
<br />5 Il,
<br />W (TOP)
<br />lr
<br />12'
<br />r
<br />13''
<br />Ir
<br />to-
<br />14W (BOTTOM)
<br />• SEE TABLE /1 FOR MAX AS.O. DESIGN LOADS & MAX. PMV. LENGTHS WHEN SPACER 0 IS l
<br />USED, CORRMPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />jmwjj
<br />A
<br />A.S.D. DESIGN LOAD
<br />PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B-
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />51-10"
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE MWLE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ sPt(1(iEAIYiFuHj 1/2" D.C.
<br />(VALID ONLY FOR PANEL (DINSTALLATIONS AS PER SEC77ONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(pa.i.)
<br />MAKMNM ANCHORS SPACING FOR MIN CO, PER SGffDULE OEM
<br />W6
<br />iHXPNNIMM
<br />LEYW711
<br />'L'
<br />(ft)
<br />MAX. ".D.MA
<br />PRESSURE
<br />RAM%
<br />(P.9.f.)
<br />IM ANCHORS SPACING FOR MM EO, PER SCHEDULE BELOW
<br />APPLICABLE
<br />Swm
<br />MAXIMUM
<br />LENGTH
<br />•C•
<br />UPCON
<br />SOLO-SETto
<br />P
<br />ZAMMC-NAiUN
<br />CN.K-IN
<br />TAPCON
<br />SOLO -SET
<br />P
<br />ZhMAC-NNLW
<br />f%GLK-ON
<br />O
<br />N44(k)
<br />m
<br />To
<br />m
<br />To
<br />to
<br />7p
<br />m
<br />W
<br />mHuw.1E
<br />m
<br />W
<br />m
<br />ro
<br />+45. -45
<br />LESS
<br />it 7
<br />13'
<br />13"
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />13•
<br />Ir
<br />13,
<br />1 (top
<br />,�.
<br />OR
<br />LESS
<br />1
<br />+45 5
<br />TO
<br />+65. -05
<br />13'
<br />13,
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />tr
<br />Ir
<br />Ir
<br />tr
<br />tr
<br />11 1/
<br />1 (TOP)
<br />OR
<br />LESS
<br />Ir
<br />13'
<br />is"
<br />1r
<br />tPADESIGN
<br />Is-
<br />19
<br />Ir
<br />Is,
<br />13•lr
<br />1 (BOTTOM)
<br />tr
<br />Is,
<br />is,
<br />13'
<br />Ir
<br />13,
<br />tr
<br />Ir
<br />it
<br />Ir
<br />it
<br />11 1/2
<br />1 (80TIOM)
<br />13'
<br />43'
<br />13'
<br />73'
<br />13'
<br />13`
<br />13'
<br />13'
<br />1S"
<br />2 (iQP)
<br />t3'
<br />13'
<br />tS'
<br />Tr
<br />t}'
<br />1S"
<br />tr
<br />42'
<br />4r
<br />1J'
<br />13
<br />fl 4 J2
<br />2tJ' (TOP)
<br />Ir
<br />Ir
<br />13"
<br />Ir
<br />i3'
<br />14,
<br />13'
<br />15'
<br />Ir
<br />lr
<br />2 (BOTTOM)
<br />13"
<br />lr
<br />it
<br />13`
<br />it
<br />13`
<br />1r
<br />Ir
<br />Ir
<br />Is'
<br />Ir
<br />tt /
<br />2 (BOTTOM)it
<br />13'
<br />it
<br />1r
<br />I
<br />9r
<br />43•
<br />1r
<br />lr
<br />1r
<br />3 (TOP)
<br />it
<br />13'
<br />13"
<br />13'
<br />tr
<br />13'
<br />TY
<br />13'
<br />Ir
<br />Ir
<br />Is.
<br />t 1/2
<br />3 (IDP)I'
<br />-
<br />-
<br />1 1
<br />T /2
<br />i
<br />2 2
<br />!
<br />IS 1 2
<br />{
<br />S2 t j2.
<br />-
<br />1 4
<br />/
<br />b 1 4`
<br />/
<br />3 BOTTOM
<br />( ).
<br />-
<br />_
<br />/2 '1212
<br />/
<br />61.4'644'
<br />%
<br />%
<br />2/2
<br />12 Y 1F2
<br />_
<br />_
<br />8 14•
<br />/
<br />. 7 e
<br />66 !
<br />3121 (BDTTaM)
<br />4r ...
<br />Ir
<br />8•:.
<br />1 5'
<br />8"
<br />8"
<br />8'
<br />8,..
<br />8'
<br />S.
<br />0`
<br />7 1/2`
<br />4 (TOP)
<br />8'
<br />5 1/2'
<br />6"
<br />8"
<br />6'
<br />6 tlr
<br />8-
<br />7 1/2"
<br />S'
<br />S-
<br />b'
<br />S-
<br />4 (TOP)
<br />6'
<br />-
<br />6
<br />-
<br />6,
<br />14 (BOTTOM)
<br />6'
<br />6
<br />i6'
<br />8
<br />5
<br />6
<br />4 (BtT1'IOMa
<br />r
<br />13'
<br />13'
<br />Ir
<br />it
<br />Ir
<br />it
<br />is;
<br />is,
<br />tr
<br />13,
<br />Fr
<br />6 (FOP)
<br />Is-
<br />1r
<br />/3'
<br />13"
<br />13"
<br />4r
<br />it
<br />t3"
<br />13"
<br />1S'
<br />Ir
<br />i 1/ .
<br />5 (TOP]
<br />43•
<br />13'
<br />1r
<br />13'
<br />1r
<br />13'
<br />93'
<br />1S'
<br />F3"
<br />13"
<br />t3'
<br />t3"
<br />5 (BOTTOM)
<br />iS`
<br />tr
<br />R3"
<br />,r
<br />tr
<br />i "
<br />3
<br />,Y
<br />i S'
<br />t3•
<br />I '
<br />3
<br />Ir
<br />t112
<br />/
<br />5 (8aT7OM. )
<br />1r
<br />Ir
<br />Ir
<br />Ir
<br />tr
<br />13"
<br />ur
<br />ire
<br />13,
<br />,r
<br />I3-
<br />13'
<br />8 OaPl
<br />1r
<br />Ir
<br />it
<br />1r
<br />13`
<br />Ir
<br />Ir
<br />lr"
<br />13`
<br />73"
<br />Ir
<br />I1 1/2
<br />6 (FOP)
<br />-
<br />5 1/4'
<br />6 1/4-
<br />6 1/4'
<br />r 1/4'
<br />-
<br />-
<br />-
<br />-
<br />8 1/4".
<br />6 I/4'
<br />S (SOM-)
<br />-
<br />-
<br />5 Ile
<br />6 TALL
<br />6 i e
<br />6 Ile
<br />-
<br />-
<br />6 1 4-
<br />6 I/4-
<br />5 (BOTT.")
<br />Ir
<br />6"
<br />Is-
<br />10 t/2
<br />I
<br />r
<br />1r
<br />7'.
<br />7 i/2
<br />5 1 2.
<br />73`
<br />4 1/2`
<br />i (TOP
<br />�,
<br />10
<br />t4'-4'
<br />-
<br />13'
<br />6'
<br />13'
<br />1r
<br />tr
<br />B t/2"
<br />Tr
<br />6 1J2"
<br />9 fJ2'
<br />8 1/2
<br />Is.
<br />S t/2'
<br />1(w}
<br />>b•-r
<br />To
<br />9-r
<br />tr
<br />7"
<br />13•
<br />13,
<br />13'
<br />9 112
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13"
<br />W
<br />i (BOTTOM)
<br />3
<br />7 vrl
<br />13-
<br />it
<br />1r
<br />to,
<br />Ir
<br />10"
<br />it-
<br />jr
<br />it
<br />a 1/4"
<br />I (BOTTOM)
<br />Ir
<br />5
<br />Ir
<br />10 1/21
<br />Ir
<br />7"
<br />Is-
<br />r
<br />7 1/2.
<br />5 1/2
<br />Is-
<br />4 1/2-
<br />2 (LOP)
<br />Ir
<br />6`
<br />1 13"
<br />1 13'
<br />tr
<br />5 112"
<br />13'
<br />8 1/2'
<br />9 1/2'
<br />6 1/2'
<br />tr
<br />5 1/2.
<br />2 (TOP)
<br />13,
<br />r
<br />Is-
<br />Ir
<br />Ir
<br />9 1/2
<br />IY
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />Ir
<br />6 1/2'
<br />2 (BOTTOM}
<br />1r
<br />7 1/2*
<br />is,
<br />is*
<br />it
<br />10`
<br />tr
<br />10`
<br />11'
<br />6'
<br />tr
<br />6 1/r
<br />2 (BOTTOM)
<br />it
<br />7`
<br />IS'
<br />13'
<br />Is-
<br />9 1/2
<br />Ir
<br />9 1/2.
<br />10 1/2
<br />7 1/2
<br />Is-
<br />6 1/2.
<br />3 (TOP)
<br />is,
<br />7 1/2'
<br />IS"
<br />13"
<br />it
<br />to'
<br />Ir
<br />10'
<br />11"
<br />8"
<br />it
<br />6 1/2'
<br />3 (TOP)
<br />12 1/2.12
<br />1/2
<br />6 1/4'
<br />6 1/4'
<br />12 1/2
<br />b 1/4-
<br />6 1/4-
<br />6 1/4-
<br />3 (BOROA)
<br />-
<br />2 1/2
<br />12 1/2
<br />6 1/4•
<br />6 1/4'
<br />12 Ilr
<br />12 il2
<br />-
<br />-
<br />B we
<br />6 1/4"
<br />3 (BOTTW)
<br />7'..
<br />3'
<br />8'
<br />5 1/2`
<br />7'
<br />3 Ilr
<br />r
<br />4-
<br />4 1/2'
<br />r
<br />9 1/2-
<br />3`
<br />4 (TOP)
<br />7 1/2-
<br />r
<br />ar
<br />6"
<br />r
<br />4-
<br />8'
<br />- 4'
<br />4 1/2"
<br />3 ilr
<br />6 1/2`
<br />3'
<br />4 (TOP)
<br />5 1/2-
<br />7 1/2"
<br />4 (801TOM)
<br />8'
<br />B'
<br />r
<br />-
<br />S'
<br />-
<br />5 1/2'
<br />7 1/2'
<br />-
<br />4 (SOITOM)
<br />13'
<br />7'
<br />it
<br />13'
<br />13-
<br />9 1/2'
<br />Is-
<br />9 1/27
<br />10 1/2
<br />7 1/2"
<br />13'
<br />6'
<br />5 (lop)
<br />Ir
<br />8 1/r
<br />13'
<br />1r
<br />lr
<br />1O-
<br />1r
<br />IO"
<br />it,
<br />8'
<br />13"
<br />0 1/2'
<br />15 (TOP)
<br />13,
<br />7•
<br />Ir
<br />1r
<br />Is-
<br />9 1/2"
<br />13'
<br />0 1/2*
<br />10 Ilr
<br />7 1/r
<br />13`
<br />a 1/2"
<br />r (BOTTOM].
<br />1S"
<br />8 1/2'
<br />tr
<br />13
<br />it
<br />10,
<br />Ir
<br />to"
<br />11'1/2'
<br />r (Ba1'iaM):
<br />Ir
<br />5°
<br />13"
<br />,0 1/2
<br />13'
<br />r
<br />lr
<br />7°
<br />7 1/2'
<br />S 1/2'
<br />13`
<br />4 1j2"
<br />a (TOP)
<br />13
<br />6'
<br />13
<br />Ir
<br />13"
<br />B f/2'
<br />tr
<br />6 lJ2"
<br />9 1/2'
<br />a 1/2`
<br />11'
<br />S 1/2'
<br />6. (TOP)
<br />-
<br />-
<br />61/4'61/4"
<br />6114'
<br />6il4'
<br />-
<br />-
<br />-
<br />-
<br />81/4'
<br />614`6
<br />i301'F.")
<br />-
<br />-
<br />Bi/4'
<br />6i 4'
<br />0t4.611W
<br />71
<br />1-.
<br />-
<br />-
<br />6t/4'
<br />61476
<br />'.
<br />sm sRW it FOR ANDIIORS TYPE & SPACING FOR 11MAIAtMNNS Wm WOOD FK49 IM)I.D =
<br />§' hoTOR� mom p"as AND MINIMUM EDGE DISTANCE ARE I DI MOED ON THIS SCHEDULE FOR EO.
<br />LESSON SCHEDULE REDUCE ANCHOR SPACING Of MULDPLY04 SPACOM SHOW
<br />It" mm'�rDLLGwM9 FACTORS. FOR OPOWDO N m K 1013181E; REPRICED SPACING
<br />SCHEME
<br />06TAmm uwm FACTOR No" NOT BE LESS D N wwim SPACRM MOX'AIm PER FAG, mmim 1YPE
<br />ON INS SC/O"
<br />TOE
<br />t/41
<br />1/4i
<br />HALT
<br />1/4'e
<br />1/41
<br />'3
<br />1/4ANCHOR
<br />OwCa
<br />SCAT -IRO
<br />P
<br />"X-w
<br />M67" mom WAWING .)
<br />3
<br />3
<br />3
<br />3
<br />2 1/e
<br />2 1/2
<br />00
<br />3
<br />3 1/r
<br />S'
<br />3
<br />A 11r
<br />3
<br />A�t)MCAM
<br />RMTAAIa l�v ROLK
<br />3
<br />1 ,/r
<br />3 ,/r
<br />3 1/2
<br />3 1/Y
<br />ACILW. MBE p6WU LMJ
<br />FACTOR
<br />2
<br />r
<br />I.M
<br />R73
<br />-
<br />txVS
<br />-
<br />9M3
<br />31
<br />4°A SPACINGS CKY VALID WHEN SPACER @ IS USED. SEE T #1 FOR MAX. AS.D.
<br />DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER S USED,
<br />TABLE
<br />Al A
<br />AS& LOAD
<br />UMMUNI PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />8'-8'
<br />> 40 PSF TO 50 PSF'
<br />6°-2-
<br />> 50 PSF TO 60 PSF
<br />5"-10'
<br />A MAX. PANEL LENGTHS ARE OKY VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C.
<br />I7 --- ®-ANCHORS (SEE SECTIONS & ALTERNATMES ON SHEETS 11 14, 15 lclb)
<br />,
<br />D.M., 2
<br />R-IA/13, R-2A/13, R-3A/14.
<br />'*MIN R-RAW/1% R-2AW/15, R-3AW/16.
<br />R-10/113. R-20/13, R-20/14, r MAX
<br />R-16W/TS, R-28W/15, R-38W/16.
<br />i
<br />-_
<br />O O
<br />4) Or
<br />0
<br />O 0
<br />c
<br />L/2
<br />4:oz -z," 5.8. �Ls
<br />I (USE FOR PANEL LENGTH
<br />1 i' OVER Y-67 i
<br />. sR il:cWuttAARh f
<br />1 STORM! PANEL. I '
<br />i I i 1
<br />i 11J I
<br />4 STOR
<br />{ REGULAR M PANEL
<br />•} H I ( PANEL LENGTH
<br />j i i _
<br />i
<br />6OVERIAP
<br />I
<br />I
<br />-_ LIFE SAFETY 1 ORM PANID.
<br />VA
<br />I
<br />I (
<br />A0 PAEI LETN07HFBOLij
<br />i
<br />.50.0E -5co
<br />(W/O OVERLAP MID PANEL LENGTH 1101.11,
<br />A
<br />USE 2' 8 MIN PANEL LENGTH t'_ AT ALL MiOUNTNGGS j j ii I j pp S.S. BOLTS W
<br />AT EA DVERLFfr
<br />t i
<br />_ ......._..-.
<br />W-...--
<br />-T
<br />_
<br />( v2
<br />�
<br />t (
<br />2f'MOi`CFffS A'f S'RO
<br />(SAFEti
<br />t k i i .- "0 TION O LIFE OI
<br />PANEL BOTTOM CORNERS
<br />i
<br />D.M.,Q _ OVERLAP-1
<br />-OVERLAP-
<br />I 1 I
<br />1
<br />or dj
<br />or�` "G NUT At EXTERIOR
<br />LEFT PANEL
<br />I' MIN. R-4A/13, R-2A/13, R-3A/14,
<br />®WING NUT AT
<br />RIGM' PANEL
<br />R-18/13. R-28/13, R-38/44,
<br />i' MAC t INSTALLATIONS ONLY VALID FOR WBNO
<br />t" MNJ SPEED UP 70 170 m.p.h.
<br />R--TAW/15• R-2AW/15, R-3AW/16.
<br />R-19WJ15, R-28W/15, R-38W/16. j
<br />Ati-HORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15
<br />1/4' MAX. OAP
<br />FE SAFETY STORM PANEL M ELEVATION
<br />1 SCALE 1/4--1'
<br />fi 16W
<br />/-� STORM PANEL (W ttrBLAP =T �E VALLEY)
<br />STORM
<br />1
<br />ATION (t)
<br />,.y1EfIFMIte
<br />!`j
<br />T
<br />� 570RAI PANEL €
<br />1
<br />aI ; •`�f�`'y `s ` z
<br />'; * ,TF
<br />LIFE PNWEL
<br />FLORIDA BUILDING CODE Non High velocity Hu come Zone
<br />5;4DRIDI . r
<br />'R 24 GAGE GALVANIZED SfEE1. STORM PANEL "9r:
<br />GLOBAL PROTECTION PRODUCTS,
<br />E� C'"`'
<br />SECTION A-A�
<br />1/4'=1'
<br />i>
<br />Ae6D xv. sl
<br />AY SAw 2MANTMIP,XNM10i6.G'L,! CANE, Ft. 3314
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<br />ULMWA IIOS71J:. PF. IXSt ,2 a ,e
<br />MAXIMUM A.S.D. DESIGN PRESJURE RATING (gAvAQ AND CORRUPONDING MAXIMUM ANCHO SPACING
<br />SCHEDULE FOR REGULAR STORM PANE �(i9#I�,AiLATIONS INTO CONCRETE CONGRETE�I.OGK STRUCTURES
<br />(VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAIL A.S.O.
<br />DESIGNDESIGN
<br />PRESSURE
<br />PATING
<br />(p.B.1J
<br />MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE Bm4w
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<br />MAX. ALS.O.
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<br />MAXIMUM
<br />PLENGTH
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<br />OQ
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<br />SOLO -SET
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<br />OF THEMm
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<br />OMBINATION
<br />OF THEM
<br />>465, -65
<br />+75, 75
<br />Ir
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<br />I
<br />13•
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<br />7r
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<br />it
<br />Ir
<br />Ir
<br />Ir
<br />I
<br />I ,
<br />5•-8"
<br />OR
<br />LESS
<br />>+76TO-75
<br />.119E-11"
<br />I L
<br />Ir
<br />5
<br />it
<br />0 1
<br />Ir
<br />6 t/2
<br />Ir
<br />6 1/2'
<br />7 1
<br />5 1/r
<br />Ir
<br />4 ! 2'
<br />1 (TOP)
<br />OR
<br />Li58
<br />13'
<br />it'
<br />13"
<br />13'
<br />1r
<br />it
<br />13'
<br />lr
<br />is,
<br />12'
<br />1r
<br />70'
<br />1 (BOTTOM)
<br />Ir
<br />6 Ilr
<br />I3"
<br />tr
<br />13"
<br />9'
<br />13,
<br />9•
<br />to'
<br />7 112'
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<br />r
<br />i (BOTTOM))
<br />Ir
<br />it'
<br />,r
<br />Ir
<br />Sr
<br />tr
<br />Ir
<br />13,
<br />13,
<br />12'
<br />tr
<br />10`
<br />2 a'OP)
<br />Ir
<br />5"
<br />Ir
<br />10 $/2:
<br />1r
<br />6 1/2"
<br />IS'
<br />6 1/2'
<br />7 1/2.
<br />3 11r
<br />Is-
<br />4 1/2"
<br />2 (TOP)
<br />Ir
<br />11"
<br />13•
<br />Is-
<br />Ir
<br />Ir
<br />is"
<br />13'
<br />Ir
<br />12'
<br />tr
<br />10'
<br />2 (BOROM)
<br />13,
<br />7'
<br />it
<br />13,
<br />1r
<br />9 1/2'
<br />it
<br />9 1/r
<br />10 1/2'
<br />7 ill'
<br />Is'
<br />6 I/2`
<br />T (80T'TON�
<br />13'
<br />11-
<br />1r
<br />/3'
<br />1r
<br />13'
<br />T3'
<br />13'
<br />13`
<br />12"
<br />13'
<br />i0'
<br />S (TOP)
<br />IS'
<br />r
<br />1r
<br />13"
<br />13•
<br />9 4/2"
<br />tr
<br />A 1j2'
<br />t0 1/2'
<br />7 1/2'
<br />13"
<br />6'
<br />3 (TOP)
<br />-
<br />-
<br />72 tj2
<br />t3 ij2
<br />6 114'
<br />6 t/4'
<br />2 t/2'12
<br />1/2
<br />-
<br />6 ,/4'
<br />B t/4'
<br />S (BOTTOM)
<br />-
<br />-
<br />i
<br />2 j2
<br />2 I
<br />6 b 4'
<br />!
<br />B t 4'
<br />l
<br />12 t"
<br />/2
<br />6 t 4`
<br />/
<br />-
<br />-
<br />f P
<br />b /
<br />6` 4'
<br />I/
<br />3 M
<br />(BOTTOM)
<br />r
<br />r
<br />B`
<br />6"
<br />6".
<br />6'
<br />S
<br />6 1/2'
<br />7'
<br />5'
<br />8-
<br />4 1/2`
<br />4 (TOP}
<br />7'
<br />3'
<br />6"
<br />3. 1/2"
<br />r
<br />3 1/2"
<br />B'
<br />4"
<br />4 i/2'.
<br />3'
<br />6 1/2`
<br />:2 Ile
<br />4 (GOP)
<br />B'
<br />b"
<br />6"
<br />6"
<br />4 (BOTTOM)
<br />6"
<br />6 t/2!.
<br />B`
<br />8'
<br />6 I/2'
<br />71
<br />4 (GO TOM)
<br />a3•
<br />17'
<br />tr
<br />13"
<br />t3"
<br />1S'
<br />1S"
<br />13`
<br />13"
<br />IP"
<br />13'
<br />107
<br />s1'TDP).
<br />t3'
<br />B tJa"
<br />13"
<br />i 73"
<br />t3'
<br />4`
<br />t.3"
<br />6•..
<br />f0"
<br />71/2-
<br />1r
<br />8'
<br />S )
<br />Ir
<br />It"
<br />13`
<br />I tr
<br />14'
<br />tr
<br />137
<br />13,
<br />is"
<br />12'
<br />Ir
<br />to'
<br />6 (Ba1ToN).'
<br />1r
<br />Y
<br />Ir
<br />la,
<br />13"
<br />9 1/2'
<br />Ir
<br />9 1/2"
<br />10 1/2'
<br />11/2'
<br />it
<br />6"
<br />6 (OWTOW)
<br />13"
<br />it,
<br />13,
<br />is*
<br />tr
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />12'
<br />Is
<br />to'
<br />6 (TOP)
<br />1r
<br />6'
<br />Ir
<br />0 1
<br />tr
<br />6 11P
<br />it
<br />rim
<br />7 1j2'
<br />S 1/2'
<br />/r
<br />4 1/2"
<br />6 (TOP)
<br />-
<br />6 T/4-
<br />6 1/4.
<br />6 1/4'
<br />6 1/4`
<br />-
<br />-
<br />-
<br />-
<br />5 1/4'
<br />6 Ile
<br />6
<br />_.
<br />-
<br />B Ile
<br />6 1/4`
<br />6 T 4'
<br />B 1 4'
<br />6 1/4"
<br />6 1/4'
<br />-
<br />-
<br />6 1/4'
<br />a ,j4°.
<br />6
<br />Ir
<br />7 1/2
<br />13'
<br />13'
<br />1r
<br />1O'
<br />Ir
<br />IO'
<br />it'
<br />e'
<br />I3`
<br />6 1/2"
<br />1
<br />>51--r
<br />TO
<br />5'-O-
<br />1r
<br />5
<br />13'
<br />0 i
<br />1r
<br />6 1/2'
<br />it
<br />a 1/2'
<br />7 1
<br />5 1/2-
<br />13'
<br />4 Ilr
<br />I (TOP)
<br />>b•_6'
<br />TO
<br />7-6'
<br />it
<br />7 1/2"
<br />it
<br />13'
<br />is-
<br />to 1/2
<br />Is-
<br />10 7/2
<br />11 1/2
<br />8'
<br />13,
<br />7-
<br />11 (BOTTOM)
<br />13"
<br />6 1/2"
<br />tr
<br />Sr
<br />tr
<br />S.
<br />1r
<br />9'
<br />10'
<br />7 1/2'
<br />13'
<br />6"
<br />1 (BOTTOM)
<br />Is-
<br />7 1/2-
<br />Is-
<br />IS-
<br />13'
<br />10•
<br />13•
<br />le
<br />11'
<br />B•
<br />13"
<br />6 1/2'
<br />12 (TOP)
<br />it
<br />S'
<br />13'
<br />10 1/2
<br />tr
<br />6 1/2•
<br />Ir
<br />6 Ilr
<br />7 1/r
<br />5 1/2'
<br />1 it
<br />4 t/r
<br />2 (TOP)
<br />IY
<br />7 1/r
<br />13'
<br />13,
<br />1r
<br />10 1/2
<br />13'
<br />10 1/3
<br />1 1/2
<br />8-
<br />Ir
<br />7'
<br />12 (BOTTOM)
<br />tr
<br />r
<br />it
<br />Ir
<br />Ir
<br />9 1/2-
<br />Ir
<br />9 1/2.
<br />10 1/2'
<br />7 1/2'
<br />13'
<br />6 Ilr
<br />2 (8011014)
<br />1r
<br />7 11r
<br />13'
<br />Ir
<br />13,
<br />10 1/2
<br />Jr
<br />10 1/2
<br />11 1/2'
<br />8'
<br />13,
<br />r
<br />3 (TOP)
<br />it
<br />r
<br />is"
<br />13,
<br />tr
<br />9 1/2'
<br />IS'
<br />9 1/2'
<br />10 I/2
<br />7 tjr
<br />13'
<br />r
<br />3 (TOP)
<br />12 1/2*
<br />12 1/2
<br />6 I/V
<br />6 1/4-
<br />12 1/2-
<br />6 1/4-
<br />6 1/4"
<br />6 1/4.
<br />3 (BOTTOM)
<br />2 1/2
<br />12 Ill'
<br />6 1/4-
<br />6 1/4'
<br />12 1/2'
<br />6 1/4-
<br />-
<br />-
<br />6 1/4-
<br />6 1/4'
<br />3 (BOTTOM)
<br />7 1/2"
<br />3 1/2'
<br />B"
<br />8'
<br />1 1/2"
<br />+"
<br />8'
<br />4 1/2'
<br />S"
<br />3 1/2-
<br />r
<br />r
<br />4 (TOP)
<br />7"
<br />3"
<br />r
<br />3 112"
<br />7•
<br />3 1/2`
<br />r
<br />4'
<br />♦ 1/2'
<br />3'
<br />6 I/2.
<br />2 1/2'
<br />4 (TOP)
<br />8-
<br />8"
<br />6'
<br />6`
<br />r
<br />8'
<br />(&7TT0M)
<br />r
<br />6 t/2'
<br />8`
<br />5
<br />5 1/2'
<br />r
<br />4 (9 M)
<br />13'
<br />7 1/2'1
<br />3-
<br />tr
<br />it
<br />0 1/2
<br />43:
<br />O IJ211
<br />1/2
<br />e'
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<br />7-
<br />S (TPA'}
<br />13,
<br />6 ilr
<br />it
<br />Ir
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<br />r
<br />Ir
<br />r
<br />to"
<br />7 I/r
<br />Ir
<br />or
<br />(FOP)
<br />it
<br />7 tJ2"
<br />13'
<br />1r
<br />t3"
<br />10 1/2
<br />t3'
<br />o 1/2
<br />11 1/2
<br />8"
<br />13"
<br />7`
<br />5 (tKfmo
<br />13"
<br />7'
<br />Ir
<br />it
<br />tr
<br />9 1/2"
<br />tr
<br />9 1/2`
<br />10 1/2-
<br />7 1/,
<br />a3`
<br />6•
<br />5 (BOTTOM)
<br />13'
<br />7 1/2`
<br />13-
<br />Ir
<br />sr
<br />0 7/2-.
<br />tr
<br />f0 1/2
<br />11 ,/
<br />8-
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<br />7-
<br />b (1T'O)
<br />1r
<br />5`
<br />tr
<br />IS-
<br />6 1/2"
<br />Is-
<br />6 112'
<br />7 1/2'
<br />5 1/Z'
<br />-
<br />-
<br />6 1/4•
<br />16 1/4'
<br />6 1/4-
<br />6 1/4-1
<br />16 1/4"
<br />6 1/4'
<br />6 TT.*')
<br />6 1/4-
<br />6 1/4-
<br />IS 1/4'
<br />6 I/4•
<br />IN 1/4' 16
<br />1/4`
<br />16 (BOTT.")
<br />SEE S1#ET I I FOR "CHO" TYPE at WACMA7 nm ISTALLA"W s INt0 WOOD FRME MALOno9.
<br />4 Now" ANCHOR SP.ACNDS AM MINIMA, MaN'E. 043RAI'NCE ARE MICATED ON INS SCHOWLE FOR E.D.
<br />LES6 It" IIO1CAlED CN SCa6AULE REDUCE MOCK! SPA;MO 1w MLI.TIPOIND SMING SHOWN ON
<br />SCIFMEE BY THE Ial.Gow10 iAC70N5. FIN ne, C>OGum to BE POSmout Rm1OEO sPACINO
<br />WANED MIND FACTOR SHAA NOT BE LEM TWA MKUN SPASMO SNOWED MR EACH ANCHOR TYRE
<br />ow INS ScH DUL
<br />1/4'4
<br />Ij4'4
<br />Ile.
<br />IX.
<br />I/r.
<br />1/4`.
<br />IWplf)1t TYPE
<br />upcom
<br />WMAW
<br />24M6-NYM
<br />"K-4
<br />MM M1 ANCHOR SPACING (MIN)
<br />3
<br />3
<br />3
<br />3
<br />2'Ir
<br />2 11/2
<br />ABMI,WAA CBG[ 6AJ
<br />3
<br />3 yr
<br />r
<br />3
<br />3 1/r
<br />3
<br />CnAWHR l {SIX
<br />3
<br />3I/r
<br />31/2"
<br />3,/2
<br />31/r
<br />4
<br />/CIIAM. ®■ OBDeRE
<br />FACTOR
<br />I 11r-
<br />_
<br />�_ 21/r
<br />3_
<br />0.40
<br />ale
<br />.. SPACINGS ONLY VALID WHEN SPACER IS USED, SEE /1 FOR MAX A.S.D.
<br />DESIGN LOADS & MAX. PANEL . WHEN SPACER 1S USED.
<br />TABLE Al A
<br />A.S.D. DESIGN Lm
<br />MAJO"PANEL
<br />40 PSF OR LESS
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5'-1v
<br />A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTAUAflONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />INSTALLATION_ DEMILS FOR LIFE SAFETY PANEL CI)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />�[F��TTISRNG POUREDTA0 9 D.C.
<br />POURED
<br />o.G: i CONCRETE OR ANCHOR O 9' Q.C. I I'��ETE ON
<br />CONCRETE BLOCK fri�r.53 CONCRETE BI.00N
<br />O R LAR' PANELS O UFF-9* AANEL
<br />WALL MOUNTINGS
<br />SCALE 3/6.T"
<br />SHEETS 14 & ANCHORS
<br />ANdifoMt TNE
<br />s
<br />�VWCON
<br />R WSI%IA INTO
<br />TTYPE SPACm O
<br />GOHMINA AND" eM6I0 (MJ
<br />5
<br />wow FRAE eI6DW6S
<br />MINN" ANCHOR BPACN65 AND MINUM M
<br />•u14Mur MNY
<br />fMnmM (M.)
<br />J
<br />EDGE bmTAVE ARE INDICATED ON INS
<br />SCHEDULE. FOR ED. LESS THw INDICAIED
<br />ON SCHEDULE REDUCE ANCHOR SPACING
<br />mrANal4a1 >p
<br />pq,)
<br />3
<br />BY MtR7iFLYIND SPACING sHwIM oN
<br />SCHEDULE BY TIE FOLLOWING FACTORS.
<br />NYAIML EBGE
<br />■EMNt
<br />FAGEDR
<br />1 1/2'
<br />aM
<br />FOR THIS OPERATION TO BE FOSSWIE,
<br />REDUCED SPACRNO MADIED USING
<br />FACTOR SEVlL NOT BE LESS IIUN
<br />MtlMM11AE SPACING INDICATED FOR EACH
<br />MOOR TYK ON THIS SmewaE.
<br />ITH
<br />ION
<br />t2)
<br />EC
<br />:RCZM
<br />L" M
<br />EL L
<br />ELE
<br />SHE(
<br />MS
<br />TA CDN
<br />R 0 9' D.C.
<br />POURED CONCRETE OR
<br />E BLOCK REOUM.
<br />'1 �y IIM7:li7:S'7_
<br />+..11 .
<br />Hurricane
<br />^�^J`
<br />^W
<br />W
<br />W
<br />C0
<br />0
<br />O
<br />U
<br />'a
<br />O
<br />O
<br />O
<br />.�
<br />CIO
<br />U
<br />r2
<br />U)
<br />CU
<br />O
<br />Cu
<br />U)
<br />O
<br />O
<br />Q
<br />O
<br />)
<br />ca
<br />O
<br />O
<br />-F-M
<br />Ct3
<br />m
<br />,-
<br />O
<br />co
<br />>
<br />.�
<br />Cn
<br />-}�
<br />V
<br />�
<br />'^
<br />E
<br />L
<br />/f'
<br />�
<br />O
<br />�0y
<br />CCi
<br />ct
<br />C5 .I.
<br />W
<br />9
<br />Cn G
<br />m r
<br />6V
<br />m x
<br />C L.L C.
<br />cr
<br />-0
<br />4-
<br />C"
<br />ED
<br />C. s
<br />'1•' Q
<br />C.1
<br />3
<br />3
<br />•°'M CW.3 CL)
<br />d C G
<br />c �
<br />AO �
<br />O- CA
<br />M-
<br />O
<br />INSTAUABON UEE SAFETY PANEL
<br />DEI
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1)I IAi,LAUON DETAILS FQ8, i EE SAFETY ( L�TQ I I F
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOGS? RUrIURES QR
<br />�0 ?� STRUCTURES
<br />1/4.0 TAPCON POURED 1/4-0 TAPDON QG EPOUR® f v f I
<br />A+C1OR O 9 D.G. i CONCRETE BLOCK ANCHOR O 91 D.C. r CDEICRETE Lam( HEADER - W'000 HEADER WOOD HEADER HEA!)ER � �I
<br />REWMaEO f 1 QutlffD t OUIRm X VOLT HEADER �, HEADER
<br />l I GwaEO ouRm
<br />1 4'e TAPCON 1 4"e TAPCAN - t 4'e TAP(XIN 14'e TAf+CON / I
<br />2 Z I3ICIOR O 9` O.C. -r. O B' O.G. NOR O 9. O.G. O 9' O.C. W
<br />r ( ; / N 1 4'V tAPWN _ 1 4Y TOWN
<br />D.C. F` I o e' D.C. 1
<br />1!2" 1/+' U2f'j 2 V�J
<br />4 1 i' 1 t. ` r 1/2' I t/+' } T/2" ' i/4• j' _ T/2' ( I/4' _-,E+et`/4• �:/
<br />E0. MAX. r - I MAX...........v�-.� 'r f 3 f T!2• }1!4" d#, 1!2` }1/4• r^
<br />M2` 2' ti 1 Mi� { 2 G T {r / I V l
<br />N r MID. I � •...,.CU
<br />9 I N- EPAUTIa+ I C i t 1 i f -'�
<br />M I ,/4Y-m.l' - N TO GLASS _ n _.._ _. ._ ..Lw.
<br />E%I61'INO-.g f'T- "'6S RO.fl x 6 _ IOTY 4 N I 1 , 4tit-ZAt' !4"r-2m1' R - i
<br />f...____e_. .i- At Et !, B H I R S.. _ . S enre W D Y 1L .I__- '"S,x. eN:teW 9
<br />B 1 EX1Y1it1G.A _ i ry - E7M T' S:T gals W R- '- ---' 1 S.S. Mai9 w
<br />'y N L_.-_ 1 ra-Zal• w- f -:w:, v:. _ ._ zt u I,�y I 9 t , .•.-ZD.1 M!. ,�, a 1 IN ,/
<br />1 MEtG1N G!R 7-rj ' E3O Bo178 w ULYJP , i / ., I-�---.._..... ._.F..-.__ AT iA, E%IBiI,,�-„ I-- _. 1 .Y-9R[r
<br />N 1 , CUSS N _ _ . Y__ .. _....,..... ; Bhys„p I A a i flH 6 a .. j__ _ A eA. aAa II I i A G w 11
<br />! Cu95 §_ �_ .. ._� EGffSFI 0V55 N r/T BATS Wny ..._..:_r_--. 1_..__ d fA,
<br />+�-.= -- -6 1 _ m-..__'___- _ r..- 96E rtw PNe.-11 I
<br />.-( DIME,m IIMa Gtt58 ..... _. _... Ta,ASs _ _.. I`�"s
<br />(SEE ELEVATOR 9 PNIFL tIINGiEt MAX n I 496W GAt i4, I 0 i t "L' IAAR. 4 I NOON osr 7•B') II -. i t' 1' MAX _,-� O'er'
<br />PANEL LENGTHi I Y �' PANEL LENGTH
<br />ELEVATION � `L` IMMma 8'- PANEL LENGTH i �.�. MIX PAFL I �1 �" LAX
<br />�1• Mtn 1 aN SHEET 12} ; _ _-_. Oro SHIET� 0 t PANEL MLEFMtH I H 1 LMIa„ PANEL LENGTH K
<br />R--3dPAR+A 6 1 4.___. ELEVATIGW 9 (SEE ELEVATION
<br />(SEE FtEVkT90N !I 'L" B- PANE. LENGTH
<br />I 4 1 ON SHETS 12} i DHl SHEET t2) fl t p 1
<br />I i (SEE
<br />ELLYATION o---- t( N 4 II ! (SEE ELEVATOR
<br />ON SHEET 12) R I I B 1' Min 1 1 I ON 6t0.Df 12) M I I I ON SHEET 12) 4 1 ON SHEET 12)
<br />it I 1 L/2 .{ 1. i GU 1 1 L/2 A-SFPARATI i '":J j N TO CLASS. ; i ._. "� t SIB ipsiLlTI07H-- - I i G`-"'' n .� 6 I. 11m.
<br />I 1 '• GRASS' N GI/SS.
<br />I
<br />A I i _ G 6• N i y2 B To GLASS. /_i �.� b' DI I j u Cuss.
<br />I
<br />8 j' TD 1 ARATI S. 1
<br />ifl+C POUF; E'D' I EXISTING POUaLF31i E ti. I i I L®J _ : I.r-' `ty I "L7 I 4 I I tl /' i ]�.-�( 1 L/2 (-7_�. (� : I B•
<br />ICRETE OR I I,.- COHK3RFfE dt` I i f , • ,: +/Y I I e v tp' i I ( I 1- i f`� t
<br />CRETE BLOCK l/ CONCRETE BtOGL
<br />I - REQUIRED, { DI9o! \ , y�AIG � e ayrOC EoIMED. E /2'
<br />J • tt ill'
<br />GC
<br />Na t �� ? 1`` � i e�iBS iY as i(2' '� ,)4Y- 4• O,. 4 _._._..._.._) ELL.
<br />i p i s \ J f s 4 (' } �) P IE ° 3t13O C A&
<br />. PANELMM4Ti -` I/4"I PANELMATE - 3�`=L++ - } i i I= ( )k k REQUIRED 'I 14"B TA'GON rX4' i f ,NY9 P'tAAre riLA'IE -i
<br />g e I2 1 0.a. PLAT)
<br />k k .; i 4"e TAPCON !r? rAl 4"e TAPWN RYE= i
<br />44R O 12 1j2'a.c`.�. ANCHOR (eEYONt1) a .LIFE C„ NFI a, t 1.. '.,I NOR o 9' D.C. , j ) GNaR 0 9 O:G. ` o 9'i'G.C. TE
<br />STAOCERED W/ STUD AG6EREo w! 31UDANCHREoiriREB?pR oEizAlj2 as REQURED ,?` 1/a,X+JWx e6tx T/2Losc-
<br />W�{L AWUNT� iWING AVEW tWE SHEM 16 & a6 FOR "'HORS TNFE a SPAnwD FOR SCE 3/e-1" REanRRtD � a v �EtEowxEn - �- j � f
<br />BNSTAUATIONS INTO WOOD POW &ALDINGS.�. t I 3 1 ( �? ■ MRRMLM ANCHOR SPACIN9S AND MNfMw EDGE DISTANCE Y
<br />ARE IWCTED ON TNIS SCHENAL FOR E.0. LESS TXIN
<br />RAICATFII ON SCHEDULE REDUCE MC40R SPACNSG 6Y �W
<br />M WIN'L.YING SPACING SHOWN MIN SCHEDULE 90 THE ALT
<br />FOLOWW FACTORS, FOR THIS OPRIAMN TO t£ ALTERNATIVE R1d�
<br />REDUCED 6PACPNO QVIDINED USING WICK 94ALL NOT BE - - O RE PANELS O FE! $AF _ONE
<br />LESS TRAM NWAA1M 6PACIN9 INONJ`,TES FOR EACH ANCHOR NPPA IRA
<br />AINW'',,,uH,NUM, O REGULAR PANELS Q LIFE A�ETYB-ANEW nuuBG ,y
<br />TYPE 00 INS SCHEDOUL
<br />�EP 0. T!(4'4Iy W�OUNTINGS MALL MOUNTINGS ��RG ... lam S W
<br />Am= TINE TAPaP / yre .-* ...........
<br />EN'SCALE E 3/6-1' `sP SCALE 3J6.1' WAL3/8-1-
<br />. MOUNTINGS *� '1? dF ''"
<br />NW4Mr. Mom WAWA D,.) 3 3 ? FLORIDA BUILDING CODE Non High VelocityHUtTtCOne Zone y1. GENT _ FLORIDA BUILDING CODE Non High VelocityHurricane Zone = No. 44167 = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone
<br />o.NIM. {e.7 3 s fir' * * am 1�0, ° ' 24 GAGE GALVANIZED STEEL STORM PANEL Fa. NQ7 $ - w1m,"Llm. 0RL F.P. * * emm 11132W0, PC. Fes. Q
<br />4 A MM,a e3 4Wm,41A lm i (A3 3 3 I/2 DRatN ar 44167 i 24 GAGE GALVANIZED STEEL STORM PANEL 24 GAGE GALVANIZED STEEL STORM PANEL
<br />_ 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN X * s �' 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.iAOF
<br />J� � f
<br />AL*M. i� 9.MMMot W NOIOR s •a •. STATE D - 41/117/211m PRESSURE RATINGS (p.a.f AND PANEL LENGTHS AS -2 * : * --• or12F)m2B '' p :'`AA oT/zF/mm Z
<br />ILA ''�'o' P . - _-._.GLOBAL PROTECTOR PRODUCTS, LLC. DME PER Et.EVATON DN sHF 12 111,,, E1 C O ENEe.., GLOBAL PROTECTION PRODUCTS. LLC.. pA,>r LENGTHS AS EL�E�nraTloN ow st eEai' ti.%.,FOR. II.. E C O IMNe. LOLL PROTECTION PRODUCTS, LLC.
<br />1/r - % .n'• OR)D L �: O ENe. - q STATE
<br />----'-- 4s 4�0 6,W. e1 SRNET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 'rye': LAID s.W: 6t a>N T °� 4Bm SX 51 sraaT RNLI e. XA1Mr & A �, ON
<br />wI. P,• +> YIN. wF,r ,AIePe. n xm4 t36W.. FL 333u
<br />NAL _ 20-175 MEMBERS TO SE SOUTHERN PINE No 2, W SPECIFIC QE'. RlL1 ,.• iBtc> NW SBr YW ZED wm n31m waB n 3s1a4 20-175 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 6 iONAL� f 4> A Z
<br />,... , PW n/-IMn . Aw , aaN m->BN PIi63 (864yOM 754Q FAI (I64X6Pe797 % Iu. MM, 4L: BE, 3M. NAI4r 4MFOM narw a+wE li Vista
<br />3• aw LAB hN NNNN)HM1(A�4,A4 ,,.: AA.= . IaAIt nM em , m _ -+a+ PH M (Be4)NO-734o; FAL (W)Q!D-m7 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECWC, FHFNFHnMMaN+ H,,,, , Na0 m-UBs . Ne: 9.q m-NCI mom {BBM)t69-T6w: IFAe (BB4NMI-BTP7 20-175
<br />3 11r- - PS. SEA✓SPOR MEtuTE P.E aP v,.,s Ift DENSITY OF 0.55 '0R E()UJ+4. � DENSITY OF 0.56 OR EOUAL `�O-0008n" 7111 r' • Q
<br />'. INS!'••. YMAI - r,Aw N,IIaW MM 4RM1RgD Nm
<br />MWELT i4 AFMA 'WEN. A SN.1Mf Jr.. RE ,.. AE. =m 1N 0r to PE. BSIL/SgftAttlRFfagE 1R14T iR O t! J
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<br />SHEET NO.
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