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<br />pOURm
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<br />1/4'
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<br />Coln AL1M.. WAS } M n.
<br />+�
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<br />e It aC
<br />w/.McRNUi
<br />9 tfi+1 *w -19
<br />T
<br />M1W
<br />CA S
<br />— A PLAN) (
<br />SCALE t/.•-,•
<br />CA B LAN)
<br />L SE
<br />SCALE ,/r.r
<br />C SE LAN)
<br />cP
<br />scAat ,/r.I•
<br />1-1
<br />(ARM, PANEL
<br />OPDRFNG wIOM°j . POURED DOIICRE'IE. COMCN[R
<br />RWom
<br />EQUIREO rw woo TRAM^
<br />Yn .<
<br />i
<br />R - 9.0E OWANCE
<br />\\— , \_..__ y,/.
<br />CASE E (PLAN)
<br />SCALE 1/4•-l'
<br />n; A' 1
<br />t
<br />TOURED mecRETt `
<br />• � F-- -- Y--. _13 i OR
<br />21W wo ROLAI 17R- 6. % .,I � & 0
<br />2'w ,Law PRATE �I. S Ala
<br />AWUINLD
<br />t 0)
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<br />I I
<br />1
<br />�,
<br />t
<br />I
<br />1
<br />I.>•���A•�,,.�
<br />CASE F (.LAN)
<br />SCALE 1/4".1•
<br />2' . Y a 003' AID& N-14 OR
<br />BOBS-rE ALLO, COW. KUY r:
<br />MW WINK ie4-A . 1 3/4
<br />- _ I
<br />1 APCOAI • 2 O0
<br />I.
<br />1,f-
<br />MCI
<br />.
<br />NMf /IIAt, .
<br />i At TRIP
<br />`.,_
<br />:J' . �` �. r
<br />1
<br />v.
<br />POURED CORO" CONCIRR
<br />. 01 2•N" WOOD FROM
<br />RLQM Eo
<br />.aa�13.L
<br />SKILL t/4•-1'
<br />saID-sty on rAUt-m
<br />a Dto PAMDAWE
<br />p091R1O
<br />„OARED TRY At 'FNAL • AND t301O11E1E,..
<br />on -70P. BOTTOM OR
<br />P AIIEUTAIE (SfF'
<br />3%4, woo
<br />OR 9E R IAMO ACHE O ABLE
<br />FRAME R[WWID A3 APRMJY,E
<br />10 4 ") 0 9.
<br />10 t,)
<br />3.4• MO.
<br />I
<br />-`\ "., � �)BE. w! MIUMORED rR011y A
<br />REM FLAT I1,NIfES ►HMLTL'1. TO
<br />�-..,
<br />�- IwLL (HERMIT (RP ew RAND]
<br />CAS G (PLAN)
<br />SCALE 1/4•-1•
<br />VALID FOR DIRECT MOlNI INSTALLATION
<br />ONLY a
<br />CfRrfTO PANEL INSTALLATION At WALLS W/
<br />SURFACE 1LbIL VARMTIONS WITHON 3/4'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p-s•f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL (f) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL iOINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 k 7)
<br />WX, ASD.
<br />DESIGN
<br />PRESSURE
<br />��
<br />(PEN /.)
<br />MWMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS a • 7
<br />APTRLt
<br />7O
<br />OF THEM
<br />P
<br />LENGTH`L
<br />(n')
<br />TAPCON
<br />LAO SCREW
<br />PA I LLMTE
<br />FEMALE 0
<br />PANELIATE
<br />PLUS
<br />WOOD WS�
<br />1 3
<br />1
<br />,J
<br />1 ]
<br />a
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<br />_
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<br />,7
<br />1 3
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<br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN TOADS & MAX. PANEL LENGTHS WHEN SPACER " IS J
<br />USED, CORRESPONDING ONLY TO A.TERWLTE 2W' ON SHEET 6
<br />EXIT
<br />COF
<br />COh
<br />NEC
<br />MAX. A.S.O.
<br />MARARUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS a A, 7
<br />MAAMUY
<br />I
<br />PIED
<br />TAPGON
<br />LAB SCREW
<br />ANIAI.E N
<br />PANIELMATE
<br />w000 WSWNG
<br />PRESSURE
<br />WTM
<br />,"m
<br />LF`¢fN
<br />(0.0.0
<br />OF THEM
<br />(ft )
<br />it
<br />Ir
<br />73•
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<br />(BOTTOM)
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<br />00P) �-
<br />,1Sti.
<br />12'
<br />_ IV
<br />_
<br />13•
<br />_--- IV
<br />13•
<br />TV
<br />I IY
<br />10' -
<br />4w (601110M)
<br />• SEE TABLE /1 FOR WAX, AWH S.D. DESIGN LOADS & MAX. PANEL LENGTHS EN SPACER Qq IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />IMLL"
<br />e
<br />A.S.D. DESIGN LOAD
<br />PANEL
<br />LEWTH
<br />40 PSF OR LESS
<br />6'-0.
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> SO PSF TO 60 PSF
<br />W-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ID OR PANEL MATE PLUS
<br />ANCHORS Q W/ SfAQAX#t ,4Z 112' O.C.
<br />1/4'o TAPCT! .....�
<br />INSTALLATION DETAIIL5 FOR
<br />INTO POURED CONCRETE OR
<br />POLMLD
<br />LIFE SAFETY PANEL(j)
<br />P'WREa
<br />CONCRETE BLOCK
<br />_STRUCTURES
<br />1/4•0 TAPCON
<br />O-C
<br />ANCHOR • 0 O.C. ! r
<br />OI"w.oc,(
<br />ANCHOR • r
<br />! :
<br />CONCRETE ODK
<br />''"
<br />Broom.
<br />.
<br />REQUIRED,
<br />;•
<br />2
<br />2
<br />i
<br />N
<br />IMAX.
<br /><
<br />.165X.. _.
<br />"'
<br />- 1
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<br />[KITING s
<br />I
<br />, 4�i.b w
<br />B-SEPARATION I
<br />e M CAASS - ..
<br />♦ •
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<br />I .L. MAY
<br />I
<br />1
<br />t' WTI,
<br />PAND
<br />n
<br />o' PANEL LENGTH
<br />pp ,. -
<br />_.
<br />. .I .. ..
<br />(oHESHaiLLi
<br />i_ t•
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<br />I"RI
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<br />+. -&--`� K,
<br />1/4•B PANELWTE pll)S. . -; 1Ir.
<br />ANCHOR ♦ Ia 1/2' O.C.LS
<br />SEE 811Eif to a IB too Ac,,OR9 TYPE a APACYO rOR
<br />NSMM1AT e1r0 ww0 PRAMS S.C.B.
<br />LOMM APO" 3MFAIDS Ago MMYW WEN OaDNCL
<br />ARE 69WARD ON TEAS SCKVAL MR E.O. LEN THAN
<br />f"ATID ON SCWAWL MDUK NICIOR S►AOAM By
<br />MULrBF_'fm SPACIIM SHOWN am SPHODU /Y TIE
<br />SOUDNIN6 FACTORS, no Ila OPOUTION m DE POOWI
<br />RECITING SPACW ONEAMEB USING FACTOR SIAL NOT K
<br />TWA YmSRY BPPn,M INOIGRn FOR EACM ANCHOR
<br />rise
<br />T,Ae ow Mlle fIC1EDlAt.
<br />!LANE
<br />SM4
<br />ANCHOR lift
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<br />R10IBR
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<br />3 1 7•
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<br />NEC D RLOO,
<br />1/4-0 ANELMATT -.A
<br />ANCHOR (KYORO)
<br />WALL MOUNTINGS
<br />SCAMS 3/0-1"
<br />FLORIDA
<br />MAXIMUM A.S.D.� ` DESIGN PRESSURE RATING .11.t) AND CORRESPONDING MAXiMUM ANCHOR _SPACING SCHEDULE
<br />FOR REGULAR NORM PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(a)INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 d: S)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATIN)
<br />MWOMU4 ANCHORS SPACNO FOR MIN E.O. PER SCHEDULE BELOW
<br />APPLICABLE
<br />TO SOMIONS
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />(it)
<br />MAX. AS.O.
<br />DESIGN
<br />PRESSURi
<br />RATING.
<br />MAXIMUM ANCHORS SPACING FOR MIN L0, PER SCHEDULE BIRDIE III
<br />—
<br />A'PPUCANUE
<br />TO SOCT1004
<br />a
<br />MAGNUM
<br />PANEL
<br />UMOTH
<br />(it)
<br />TAP'CON
<br />S"_SET
<br />1[
<br />PANEUMATE PLIW
<br />YNMC-NAAWNmi,
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<br />a 1.
<br />TAPCON
<br />SOLID -SET
<br />11
<br />FIEWALS
<br />O
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<br />CALKAN
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<br />♦ �-ID
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<br />, 3
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<br />SO: aw 11 MR 004M n7E a SFACRIa FOR AWALLAT61's wfO WOOD rwA NIMDNOS
<br />e W AMILY AMPIYI SPAOY04 AND MWWAM LOOM 0WM= ARL NOWTID ON INS SCiEDUE FOR ED
<br />LM TWA MPGIED 04 SCHEDULE REOUCC ANCHOR SPANM BY WATIPLYBM SINGING SWAN ON
<br />SCHEDULE W IN FQLONrM FACTORS VOM TMOREMTON 70 K PMW. ROUND SPACAS
<br />OIMMNEO UW4 FA" SHALL Not RE UM DAM MNW10 71•AaIM AOOA,ID FOR GAS. AM" TYPE
<br />OW no WHIRAE.
<br />ANCHOR 11PPf
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<br />•• SPACINGS ONLY VALID WEN SPACER S USED. SEE Tj,�BLF /1 FOR MAX A.S.D.
<br />DESIGN LOADS at MAX. PIWEL U WHEN SPM.ER eq IS .USED.
<br />i 3' W3.
<br />D.M.,Q, r- ft -
<br />-. -
<br />QorO....... .---_-..._.__._.._... _-.---__ -----. _. __.-__.--------- ;.____.____._.._._l-.._.
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<br />40 PSF OR LESS
<br />6'-6'
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> SO PSF TO 60 PSF
<br />3'-/0'
<br />A MAX. PANEL LENGTHS ARE 0 VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS h W/ SPACER AT 12 1/2. O.C.
<br />..........ANCHORS (SEE SECTIONS BI KTPJBMTNES ON SHEETS 13. 14. 15 e16)._.._... . .-.._ .-.._._. . ._.
<br />i
<br />R-1
<br />o/13F R-2A/13, R-SA/14, R-iB/13. R-20/13, R-36/14. 31
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<br />j
<br />L/2
<br />I `: �-T - i I/4'A-20R1" &S. WILTS w,�l { ' •
<br />//- (USE FOR PARR L3?1G7H - MAK
<br />i OVER T-67 i !_ ' i PATER. LLncn,
<br />REG" PANEL I REGULAR STORM PANEL : a'_r • *40.0, -40.0 "A
<br />p
<br />OVERLAP AMO AFIEL lfllfilll OOL
<br />_ i _ _
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<br />e• q- .D - SAFEST NM PAN WD , 64 .sl
<br />I LIFE it I � P
<br />D OL'FRL,1P MO PANG LEaNGIH BOL fw/ >1
<br />A n i
<br />:. USE a'a• MIN. PANEL LL147TI1
<br />'j ,'>fy7T I 1 .S, 90L a1' ,tea _ , _ _ _ _ - - _ I, _ -- AT ALL 170UNIINCS
<br />' I S.S. UOLIS W '.
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<br />� 1_ O
<br />. L ION L PE sAlETV-..
<br />D.M.• 3�. PANEL BOTTOM CORNERS P 1 _ 1 1
<br />ar a wING NUT AT -... _0vEN AP." WINO "' ..
<br />�:
<br />: 4IIo
<br />_ NUT AT
<br />Y j ai LEFT PANEL JR.OERIOR ROHT PANEL 3• MAR, t INSTALLATIONS ONLY VAUD FOR NAND
<br />! , WN. R-IA/13. R-2A/13, R-3A/14. R-16/13. R-26/13. R-39/14, ,' wM,. SPEED UP TO 170 HW.PX
<br />R-IAW/)s. R-2Aw/As, R-SAW/Ift R-1BW/T5 R-2RW/15. R-3BW/16.
<br />-.-___. _ -... .-.......ANCHORS (SEE SECTIONS a KtEFSVJ ES ON SHEETS 13, 14, 15 a10) .. _.. L . _. .....-
<br />1/4- MAX.. GAP
<br />I
<br />LIFE SAFETY STORM PANEL (') ELEVATION (t)
<br />T IN7• SCALE 1/4•-A- *1
<br />D REGULAR !' T REGULAR i
<br />STORM PANEL (WN vjlf40 -1 ABBE VWLL n STORM PANEL
<br />1w/HIN4.14"
<br />' AT
<br />Aart 11
<br />DAP r_,_..,E`. ••1i�• `. s �w ,/' I
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<br />Tt : f67 s
<br />LIFE SK PANEL ""t• * !or E FLORIDA BUILDING CODE Non High Velocity Our loans
<br />EXTERIOR n�SS�Og1 0, .- rLQ ° D'RR�`a Ac 24 GAGE GALVANIZED STEEL STORM PAWL ylu
<br />. _ TL Bi C O Lwe. GLOBAL PROTECTION PRODUCTS. LLD. 07 0
<br />'� T 4em so. al Ham
<br />/ .a 1w,---- YATL. n FAR,.
<br />SCAR 1 4•-1" ���"' N.-.awn rm .'�n.R .� +Ra,'� AIKKc: (M.)L6B•aro4a FAR. INY)•LN-B»R 20'
<br />INSIAUATIOR. DETAILS FOR LIFE SAFETY PANEL C11�
<br />INTO WOOD STRUCTURES
<br />TIP
<br />_ _1 T
<br />.. .-:"' ..:..�HEAOEP -", i1 .= HEADER ', x ... I WOOD nFi,CER =. ..WOOD HEADER
<br />'— , - RESutArn REDV,RED
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<br />I r U39M GUI -f1• 1.1 0 1. 1 PANEL MAX UNOM N 11 I 1 I' WR
<br />I - ,..
<br />I .. 1 PANEL Ma M .. I : (SEE EJEVA1101 / 1 ! i Mr.. A t/' ! 8" (SEE ELEVATION
<br />NGTH 0
<br />III ,.-,_-.. ,__. -1 __ I(SEE itEVA1,ON e 1 _j ON SIAEL7 12) I ry ,,: ,_..•..... Eli `i�IA110H I1. ; .... ON SUET 12)
<br />(SL7
<br />_ Jlii 1 1 �1, PANEL
<br />I ,/+. .,.,:- -.,1 _ .DH SMELT /2) I --- i ._ ...- . I - -' -LA'j- ; _( . ON 5H1Q1 ,2) I 1 ._ I
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<br />II--' It TOP' CLASS
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<br />} I
<br />I _-AJINCHOR O 4' O.C. MCNIN • 9. OC. -ANCHOR • 9' O.0 PLATE „OQO.
<br />11 I STAGDERED W/ STUD 1 STAGGERED w/ STUD PtOUWED i " . .. )/rR rAP6'Ra
<br />I , �g�� I jtI AlIC11gR • e' O.C.
<br />). _ i l PI:A76 wow - 2." Iwatw ''.1 : ; _.. I V
<br />- I
<br />MA 111
<br />.. _._ •., 1' REQIRED - , _.. :'. __ REQUIRED ... T: .
<br />*wm1 L1 O I S !� I�flLR PA i�AN� L TEE SAFETY PANEL
<br />WAR MOUNT�NOS MAUL MOUNTINGS
<br />SCKE ]/a-,TIQ SCALE 3/e-1•
<br />MGM �'; GEN .- FLORIDA BUILDING CODE Non High VelocityHue can* Zone
<br />t. INSTALLATION ARE ONLY Vµ10 FOR A.S.O. DESIGN _ ? • 441 B7 •1 �°'° T"� OR:'_ 24 GAG GALVANIZED STEEE STORK PANEL OMW e,:
<br />PRESSURE RATINGS (p,W. AND PANEL LENGTHS AS I * : III /- • * `-' _'- e7/nnBm
<br />PER ELEVATION ON SHEE? 12. S - . STATE --�'�'�%• iL GLOW PROTECTION PRODUCTS U,1C. Yn
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y' y,'-- : ... s9oD aR. 6, n �m --,-"
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �,r• . gORIO •.•' a •T.PZ-J Aw Mi�1 L. R. Ra WMrK Mtr 9uAE n SSIrY� 2G-17S
<br />,T-r Lt-I.AA ti : NAa N -rA PHOW- (1e4NIRF7S4D. FAX (/S4MYd797
<br />DENSITY OF 0.55 OR EQUAL. Si"•.. "••r'r+�+,+�'- r,,. F„L. awe NP.
<br />G-990p1/ -
<br />ASN/N. IBC A TUP 1W.. P.L N BIQT » O t0
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />scHEDuLE FOR REGULAR STORM PANELm, msmufjois INTO CONCRETE & CONCRETE BOCK STRUCTURE.
<br />(VAUD ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 11: 5)
<br />MAX A S-D,
<br />DESIGN
<br />PRESSURE
<br />Mj
<br />MAXIMUM ANCHORS SPACING FOR WN E,O. PER SOiEDIR.E BELOW
<br />AYGPPLITA s'
<br />a
<br />MAXIMUM
<br />pANO.
<br />LENg1H
<br />In.)
<br />MAR A SO
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />VMWJM ANCHORS SPACING FOR MM E.O. PER SCHEDULE BELOW
<br />NP9LIG9.E
<br />a 1.
<br />PANEL
<br />L .L.
<br />(n )
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