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<br />1
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<br />1
<br />1
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<br />fA•:aMTE ANCNWa
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<br />EDGE OF WALL
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<br />SPLIT PANELS
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<br />EWE 0
<br />My WNNTadN]
<br />MULLION SCHEDULE
<br />i
<br />m /
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<br />SCALE IJ4'�i•* 'TP NA �t �I SG6E I/8"+.1*
<br />MP,, MULLION
<br />REWIRED MP,.
<br />$PAN TEL,) *
<br />TUBE MULLION -
<br />4; 4'-e'
<br />2" A 3". Ile
<br />> 4'-6' TO V-S'
<br />2* A 4' . 1187
<br />> a•-10" TO 8'-w
<br />2'. 6'. 1/6'
<br />SAANSSPANS -
<br />YFL(D FOR AS.. #BATH PAM.RE PATWG
<br />SPa55e ps.4
<br />.. 6M LLE_FUBES'STONWtMEN5f4Ht`SU]iC7N IXaENtCa
<br />SECTION 1
<br />SCALE 3/8-7"
<br />NOTE: MULLION C,4a7 ALSO BE NS(AU,EO W/0 STDRAR PANELS' ON TOP
<br />OR 80TF0M Sq THAT C S LOCATED AT FOP OR ®DTTDM OF OPENING.
<br />(ONE PANEL. ORENRNO w/ lVer MR A BOTTOM)
<br />2
<br />CODE (High Velocity HUMCOns
<br />IN T$ ALLAIION DETAILS FOR REGULAR- PANELS(! do
<br />INTO EXISTING WOOD STRUCTURES
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<br />I Al R 4AR
<br />SGLIE: 1f4" - 1'
<br />C II LNG & FI M+R t,1t111NTING YLSLi &FLOOR YOUNTIN6
<br />WALL M NG JNS AIjMN - LT RRAME _AW IN St EE Ti(i14S - ATM N
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<br />P ISMPRESSURE+554O MAX. SCALE, 1/4 - 1
<br />(���ASA.ITED
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<br />1. INSTALLATIONS ARE ONLY VAUD FOR 'BUILDINGS WITH A.SO, DESIGN LOADS haw � „•••...••.� jf ¢yr
<br />sr
<br />,
<br />UP T 55.5= 2 D p . ANDANEL'S LENGTH 1 3D.'8'-8", a S`;' GINS . , S. FLORIDA BUILDING CODE : i h Ye(cDII '.Hurriaane :Zone...
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<br />- 2. FOR NEW WOOD NAME CD:VBFRUL:iiON: WOOD MEMBERS TO BE SOUTHERN >
<br />PINE N0. 2, w/ SPECIFIC,�. t �. .P2O2D MTM ENO. FP.
<br />DENSITY OF D.55 OR EQUAL No. 4167 s 20 GAGE GALVANIZED STEEL STORM PANEL
<br />3 T - DwWiY er:
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<br />O 'FOR ON n CT'K)NS: s i
<br />Sr F OF �. __._. d a GLOBAL PROTECTION PRODUCTS, U.C. D;,
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<br />S •. / LC- SW. 51 STREET
<br />F1 '
<br />TOP & BOTTOM MOUNTINGS CAN BE irdc'•. RIDP, TILUr 7Txn11D a EMOBILOtINO COMPANY CAM FI. 3711.
<br />COMBINED IN ANY WAY TO SUIT ANY F C'f ` .. AAA L x >s rNRNAt aaNNOR n A.xae P1NRrf': tasta8�-7544. MI Ns4kbn-HkR7 2Q-T76
<br />INSTALLATION. :yrsS/Q tALk� •_nr-� * PAO aCn-�Po0Qi1c m-,N1 �+M•' ORM.4 ka:
<br />YrrY111f nlMtiT WALTER A ryW7
<br />off 411H7 t 10 OF 2/
<br />CCNCRM ANCEI RS CONCRETE AK%ORS FOR GONL'I1ETE ANC fM SEE S�lyk ON SHEET ,§:
<br />(SEE SCHURLE ON (SEE SCHEDULE ON FOR MIOOtl SCREW- 5EE 5 ON SHEET 1S
<br />SHEET 14j ` SHEET 14y <.. 3''•' T, & 1W/i5
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<br />T fF4 2/4 2gJ4 3/4 t� 4/4 to 2 & 1 N/19 3• MPa
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<br />POURN CONCRETE y _ ..
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<br />I SHOO 14 ( I + SHEET ,4 i - 1.OND PARW t [ I (MTERMIR C (KMVM PN&l) (IMTEIHOR. jjPANEL) k I I (ENO PAMEL)�
<br />Iron 1M0n. S5EPAWMRIN I ED CLASS
<br />��g /37
<br />Wad * O EVERY $ WHIC NIP
<br />MUD a 12 1/2' O.C. S71R3 a 11 Il O.C.
<br />+"sA1W' 1F R
<br />AILS
<br />MM.
<br />(SEE DIX. ,fuj� ' Ta�j).a ,a t 7 o:c. a� (rAs€1 )� ._. >mo 1'x 112 Dra.
<br />De7. zj 4} 1
<br />i 1 4 (ALTERNATE 1RCATKX4
<br />i 9
<br />A7 END. RAHOS {{ k III
<br />�
<br />�.l„• 1( BEE 0ElA4.5 Flla >v�/
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<br />1A.00N WALL
<br />r RETUNED r
<br />(-I►tA 2/A, 2AA 3/4 w 4/4 1, 2 & t, Z & 1W/15
<br />I1w/15
<br />I
<br />_ ALTERNATE LOCATION
<br />_,• 3 j i I -= 07R LIFE SAFETY PANEL L_
<br />1 I 7 AREA W/1AIO LIFE SAFETY PANELS LOCATION OF APE (SEC NOTE ,BELbW)
<br />1I- RED" PANELS Wf OR _ -.-. SAFETYP_..-..__._.... ...W/O REDULAR TRACKS
<br />y1v
<br />(SEE NOTE CONCRETE ANCHORS_ 'rr._ :ir / ;- REtOw} P LAST PANEL , TO BE NSTN.LED AS
<br />(SEE LIFE SAFEry PANEL OPE SHALL
<br />° SIAB PTI 1 R i E TO ALWAYS BE PROADEa W/ REAR µt
<br />SSCHEOULEHEE7 ,OL.'r POOPED WNCAV;1E-/f S
<br />CwA REOUPEO �) TO FACjATE NSTAWIRPN Ir IIIENOED
<br />CONCRE7E.ANCHORS j"•'t"'. 'i TO BE ICTALLED 0R REMOVED FROM INSIDE'
<br />(SEE PPP))"""" ,, OF �7RG�DI,RE.
<br />T� ;,._„_E ELEVABON.
<br />WALL!O_L.N�T�.G �WALL AND �20R�S�3LiQINA_ O N SCME 3 32"-1•
<br />- SECTION 1 SCALE, 3/6' . 1" - SECTION 2 SCALE: s/B" - 1" 0 ocip
<br />MP 'i'.'
<br />F.AaTTT�TDN All'E-E�iST�"FA..E�i.')'w..$iirt�.. INtte. Tdt{;-,:.
<br />7. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' OR LAST' PANEL)
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS), T(Muf rNN1E)TKvR PANEL4.. 8 �(N:TEara4TE /DOAAOH
<br />UFE SAFETY PANELS MAT OR MAY NOT BE INSTALLED ADAACENT TO R€CULAR PANELS HEE NOTx' 1) AT ¢ANELS-
<br />(W/ OR W/O REGULAR -TRACK$.) SEE
<br />+�,r. Eg
<br />,P- UK SAFETY STOR PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS SEDTiON R
<br />PER COMPONENT , SHEET 2 OF DRAWING. SCALE 3/32*-1'
<br />THIS PAN€L A)"LOWS tMILE TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />3. LIFE SAFETY P REQUIRES TOP TRACK TO BE COMPONENT®& 90iitiM TRACK TO ,A.TT`""p ITICLIY"yy,,
<br />BE ctlMPONENT�AS SHEET Tests iC,A
<br />PER 2 OF DRAWING. a� ........
<br />COMPONENT O MAY BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS T & ? ' "ENS •*'• j
<br />2 ON THIS SHEET, AS WELL. AS DETAILS i & 2 ON SHEET 14, S
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />,F. Min. LENGTH FOR COMPONENT ® 6 is,' -
<br />N 4aam 7a1t u�
<br />SCHi0ULE5& 2. SHEET i+.. ANCHOR SPACING FOR COMPONENT �aNCHORAGE AT BOTOM 6 GIVEN ONL •
<br />- •k = 20 GAGE GALVANIZED STEEL STORM PANEL tam P,
<br />SC)+
<br />COMPONENT'} MAY BE PERMANENT OR REMOVABLE. c ATE--^y�t�i�•��`-�� r'^`-,�.°y
<br />6, SEE PETALS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHE)- 15- �' 9 01 p' "' �` --- --�"'" r GLOBAL PROTIrE.TION PRODUCTS,LLC. ml��
<br />�
<br />.yLS ''.'••••1•L
<br />6 SEE SHEET 4 FOR DETAIL APPLICABLE TO HNE NEDESSitt FOR THE INSikLA1{oN OF xs FxNG. CO AMA FV_ 3w,i 24-176
<br />Arr aT ONT /✓ wN. OLIO LOTH. rAxw, rt Pt -HOW-- (RS4)rk1I nO, FAA: ("666,67I7
<br />SPACERS AT TRACKS INSTALLED ADAACENE AND BEYOND. TO SPJCCOf wOD°3 BANDS, AriINY IIMI I` 'r* . QM'D Ax Mb , M (w a+v-aan '
<br />A,NM &1mN+s'R Mx -r: DRATAm Na.
<br />CA-0000714 -
<br />PS 'ER A. EXIST i, P.E a q,. aa-N4 A - A,E6x TS or 2H
<br />MAXIMUM
<br />PANEL LENGTH OLO SCHEpULE
<br />(MID ONLY FOR
<br />&3 INSTALLATIONS AS PER SECTIONS I INRU to. ON SHEETS 4. 5 & 8)
<br />* SOLIED W/ t/4'•-2,NI' SS. MS & WOUT Ar OEDd,P ! WUWIN OF PANEL
<br />II Tti %XLSTICI COME ME G{}�iOM BL+�GK S't�UCTURES
<br />(VALID ONLY FOR PANELS & 0 MISTALLAPOw; AS PER SERITONB 1 THRU '7. ON SHEETS 4 & 5)
<br />ra4�tiR`AfITjA
<br />�`1�� 1GENSF sy
<br />-
<br />FLORIDA BUILDING CODE (#t h Velocity Hurricane
<br />Zone)
<br />No.. 4167 *;
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<br />to
<br />20 GAGE GALVANIZED STEEL STOW PANELS
<br />DRAWN Ens
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<br />N/A
<br />6 N/A
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<br />R/a
<br />N/A
<br />N/A
<br />6"
<br />j N/A
<br />5"
<br />N/A
<br />5'
<br />N/A
<br />2 (SIiTaA) I
<br />-72.0
<br />6
<br />NIA
<br />N/A
<br />NfA
<br />N/A
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<br />1/4 I.O.. 3/6' IOW BRASS BUSING
<br />"" % ,/4'•-10M2" Sd MS. e 5 1/4- 0.0
<br />FOR PANEL LOOTHs UP To 5'-r AND E
<br />J
<br />A-T)[8-; .11AA,• S3:
<br />- j' \q NL515 x/ Jf4`ROff
<br />'. t_-'i a Via`• A� • b' Off
<br />_-S5
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<br />7 R
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<br />1/4' O.0 FOR LENONHS 1P ED 81-e" a..
<br />1.
<br />r>N A4AIi E
<br />OR r14-10 FNMELIATE f(MNi 10 08
<br />PAHELMATE PLUS B 12 1/r 0, c. KEPT 1
<br />-� ld'a 1AS 2ik6RS W H' QL x
<br />ALTEgy ?IYF' 3tN
<br />TSCALE
<br />k {
<br />1/r IIr* THREADED PENEIRr.TIDN ATOF
<br />WOOD TE FOR
<br />�I 2i4PUTS - 1LR WTI. tKMF1P9 PEErt?RNkMt
<br />;
<br />-I a
<br />3/6-1,
<br />,ALL LERGIN UP ED: M.
<br />REWIRED
<br />A NAME
<br />WOO
<br />DiRUa 1pY OU�pNyTyIE�, GymIINUAALLATION
<br />*-
<br />DUN QNG INSTALLATION
<br />COWM
<br />NOTE : SHUTTER TRACKS NOT SNOWEI O CIARRY
<br />P.6� FSEVTFI,A.7.EA.-.v'
<br />SCALE Sf8P1*
<br />A�
<br />IN
<br />day
<br />SJERNS15Ai/
<br />SCALE 3/8-1'
<br />di1Si5
<br />,A TTATSM"tIFNIl*
<br />N, T Lt}%'
<br />I, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />•S 4t�' �:
<br />*' r r' N .,
<br />�I.... I:
<br />`�kl(
<br />-+ 5 -
<br />UP TD 55. , 72.0
<br />P5F AND PAN S U T6 -8
<br />EL LENGTH P B
<br />..
<br />r '
<br />� �', ' :.
<br />FCODE
<br />TBUILDING
<br />LOR DA 0 s
<br />h eIo
<br />V NurT1
<br />cane
<br />n Zone)
<br />TNU TI N` W DO MEAL RS TO SOUTHER N
<br />2. FOR NEW WOOD FRAME CON5 C 0 , WOOD BE 8E R
<br />^ e
<br />ND. t
<br />"D TRIM W_
<br />EA.y
<br />PINE NO. 2, W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL.
<br />x .DRAWN
<br />*
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />R()'�r _F(/j-,(,}F(j1[E/IT4dN
<br />.:F c.
<br />(3F __CT1ON_.
<br />2.'E -- • - ^-"O •"-,.2
<br />C)F. - •. __"'--.
<br />_ 5T ___
<br />- q =.
<br />NRNNNa...w.,
<br />�t �a
<br />VR d61 kY-
<br />GLOBAL PROTECTION PR D .'
<br />CTiO O LLC
<br />Us
<br />Otf2df2nP0.
<br />qnE.
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />•5+>Qii ..NOL �1D ,.. �-�\i
<br />A(• _ '/
<br />rAy 'rsT• (
<br />TVe & E?181NL %W cOmr%HY
<br />AN 5,M x. CIA. K@Y 4N .1.
<br />mm.: pMi sn-, rw"g an3 an-sar
<br />MW SWA. 55 STREET
<br />DAVE, R &MI.
<br />nroT[: (W)AN-7w. FAR: 01M)NIP--81"
<br />20-176
<br />INSTALLATION.
<br />A•
<br />LAMA ai
<br />t 4�,w Q a N mra ,:m
<br />Dw&w0 W:
<br />NftT Nit a 44Atf4CNAi1AT/[KTE
<br />WATER A 7RliT dF. P.E
<br />, m IF-1u 4 - -
<br />&H€J tI M Pd
<br />STU
<br />(11
<br />TO
<br />1 . e • i
<br />/ 1
<br />a.
<br />`4- dA l a •A. .A� f. eU i'�INI W ..i i.__
<br />1: .M ,14 •. an
<br />a EVIEF
<br />rnERU
<br />(12 1/2' O. C
<br />TO HOLD PANE
<br />5/6' II- (CASE I)
<br />W Min. (CASE E)
<br />wxmuA ABA.
<br />DES"
<br />PRE9 NE
<br />WISING .,.t =
<br />woo,.
<br />- -
<br />a TAP-daP
<br />WX-N
<br />AMICLM E (00i£ 0
<br />PMCJ ME "
<br />AP%1C18E TO
<br />5ECTV" t .
<br />COMEMMMN
<br />of TEEM
<br />Mmvw PANEL.
<br />LiR M 17 fnij
<br />-
<br />Tn
<br />- E
<br />BLDCR
<br />70
<br />C9NCR4TE
<br />ODNCKE' T
<br />&OCR
<br />m
<br />CONCRETE
<br />C E TO
<br />BE=CONCRETE
<br />TO
<br />To
<br />I CONCRETE
<br />BLOCNt.
<br />TO
<br />CONC�tE.
<br />'D
<br />BLlXnN
<br />8'
<br />NIA
<br />N/A
<br />N/A
<br />6"
<br />NIA
<br />B'
<br />N/A
<br />6-
<br />N/A
<br />, & 2 (TOP)
<br />`<t^t'•Q: -72.D
<br />B'
<br />7`
<br />B`
<br />D`
<br />S.
<br />B`
<br />9'
<br />9`
<br />B"
<br />9"
<br />1 (BOTTOM)
<br />5-O" rB1 LEER
<br />Ir
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />N/A
<br />8'
<br />N/A
<br />8•
<br />N/A
<br />I dt 2 (TOP)
<br />+550 -7Y.D
<br />B"
<br />NI A
<br />NI A
<br />Ni A
<br />S.
<br />N
<br />N/A
<br />6"
<br />: NIA
<br />B`.
<br />NI A
<br />P
<br />1 & 2 (TOP)
<br />7-a. [D.a'-a"
<br />B'
<br />4'
<br />S"
<br />6'.
<br />B'
<br />a'
<br />6"
<br />6`....
<br />1 (BQTTOAf
<br />Awat fl3 AS.o
<br />Dom
<br />PRSS'UHE
<br />RM1TNC m•r.
<br />, (5'BRP a 5/w Mn FROM TOP M MDLE'j
<br />CASE a (SDn Na r ION Row TOP or A 04
<br />A:PPLR:ABLE TO
<br />SECTIONS f &
<br />7OOOF THEM
<br />IM7OMUM PANEL
<br />LENGTH "i' (ft.)
<br />T
<br />;D
<br />449.2 -61-5
<br />3- 3"
<br />4 1/2- 4 II2"
<br />2 (BOTTOM)
<br />7'-6" OR LESS
<br />+52.R -56.0.
<br />3' }•
<br />4' e
<br />2 (BOTTOM)
<br />r-6' OR LESS
<br />+554 -7210
<br />2 1/2• 2 1/2`
<br />4' 3 1/2- -
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+55.0 -72.0
<br />2 T/j' 2 1/2'
<br />N/A N/A
<br />: 2 (BOTTOM)
<br />7'-6" TO 1' 0"
<br />NA N/A
<br />}' 3'
<br />BOTTOM
<br />7'-"
<br />8 rCD 8"-:B"
<br />ALTERNATE
<br />AT ENLOC PANEL
<br />0
<br />r r B e' as B
<br />L 4 a E
<br />1MskanA, wan IRSgN
<br />tt... Pu+a 1aMni
<br />IRaR4W NtA7Nc
<br />4+1)
<br />1' (M1)
<br />(TEE M:CTURS}
<br />,y4,NI,N 9FPaA,Olda
<br />,� aMss
<br />PAREL
<br />[rsl N).
<br />5S0 _72a
<br />e'-4'
<br />, al:'
<br />,Pi4.WD
<br />SEE SHEET 15 FOR ANCHM TYPE It SPACING FOR 0WALATRINS In0 WOW FRAME WASIAK,
<br />MNwNM ANCHOR SPACINGS AND WWW EDGE 0STWCE +VIE INDICATED ON Ift SCTICOML. fWH
<br />f Th" "Cow ON SCHMA.E REDUCE ANCHOR A'AtlNG 81` WtTPCY1MG wwVNG
<br />SHOWN ON SCR ULE BY THE MUM M. FACTORS- IV THIS OPERAnOLH m BE POSSIBLE
<br />REDUCED SPACING OBTANEe USING FACTOR - NOT Be SMALL LL55 nEAN MMHMVM SPACIA3
<br />SNfNCA7ia FOR FAA/,N ANCHOR TYPE AT fNC7N0R5 LEGi!ffi.
<br />A7BRnR Tt4R
<br />t r* 4
<br />/
<br />_tMK4M,•
<br />i 4'r
<br />/
<br />J4 r
<br />A
<br />r r
<br />I
<br />MIQWIiC
<br />+'
<br />v.
<br />cNk-N
<br />M[ , ANCHOR SPM OR; (fir
<br />4
<br /><
<br />3
<br />3
<br />2 1/2
<br />'eYmRmT Mx h'a)
<br />A-
<br />b
<br />1
<br />1
<br />a
<br />NL1AW Ba[A a41
<br />3
<br />1
<br />1 FJt �
<br />3 H/R
<br />4
<br />AaBYL. i.OL QDSE II�IfE6j
<br />fBxINR
<br />3'
<br />>.ro
<br />1m
<br />NAO
<br />.w
<br />NAM ONLY FOR
<br />AS PER SECTIONS 1 THRU 10. ON SHEETS 4, 5 &. 6)
<br />VAXIYUlt
<br />1tAft" mo oft SYI4ANO
<br />--
<br />ASD: OE�cM
<br />-- WCON
<br />CF TAP -CRP
<br />CAN -IN
<br />PARCIMATE FEMALE ID
<br />PANEIMATE PEUS
<br />sow SEE
<br />APPLICABLE. TO
<br />SEC1K1N5 % *
<br />MMaMOM PANEL
<br />TI
<br />rta7mc
<br />TO C#AC4ETE
<br />TD
<br />i CD,LOCK
<br />BLDD+c
<br />TO CONCRETE
<br />ro
<br />I CONICAEIE
<br />BLOCK
<br />m CONCRETE
<br />TO
<br />CONCRETE
<br />� BtoaT
<br />T4 CONCRETE
<br />1 TO
<br />CYBLOCKIE
<br />BLOCK
<br />SO CONCRETE
<br />TO
<br />LOkLG£k7E
<br />7n0cx
<br />-
<br />TO CONCRETE
<br />To
<br />CONCRETE
<br />- elolac
<br />ANY COMBINATION
<br />Or TNpx
<br />LxN.crR v TIE)
<br />6'
<br />) N/A
<br />N/A
<br />N/A
<br />B"
<br />NIA
<br />6'
<br />N/A
<br />U-
<br />N/A
<br />N/A
<br />NJA
<br />T (TOP)
<br />4`
<br />N/R
<br />N/A
<br />6
<br />B"
<br />6'
<br />"B''N/A(NJA
<br />1 (BOTTOM)
<br />E
<br />RIA
<br />N/
<br />N/A
<br />8"
<br />NfA,
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />B"
<br />N/A
<br />N/A
<br />N/A
<br />O`
<br />...
<br />;
<br />5.•
<br />N/A
<br />5`
<br />N/A.
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />+55.5, -72.0
<br />8'
<br />N/A
<br />-_..",_.-
<br />NIA
<br />N/A
<br />64
<br />�N/A
<br />6N/A
<br />6
<br />N/A
<br />NfA
<br />N/A
<br />3 & 4 (Top)
<br />>i'-5"T`O B'-a'OR.
<br />LESS
<br />54'
<br />NJA
<br />N/A
<br />8'
<br />8"
<br />-
<br />6"
<br />6'
<br />B"
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />R.
<br />( N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />N"'
<br />i 4"
<br />�N/A
<br />N/A
<br />5'
<br />E
<br />u S.
<br />6'
<br />6'
<br />j 6'
<br />a N/A
<br />•N/A
<br />4 & 7 (BOTTOM)
<br />NIA
<br />N/A
<br />1? 1 2'
<br />/
<br />6 T 4'
<br />/
<br />i 1 -
<br />2 /2
<br />6 T 4"
<br />I
<br />6 1 / 4'
<br />.
<br />5 1 4•
<br />/
<br />8 1 / 4"
<br />! 4`
<br />6 I
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />50.01 -53r3
<br />NIA
<br />( N/A
<br />12 1/2-
<br />I 6 1/4'
<br />12 1/2'
<br />" 6 1/4'
<br />6 Tf4"
<br />6 M1f4'
<br />6 1/4'
<br />6 7J4`
<br />N_/A
<br />N/A
<br />5 (TOPf130TTOM)
<br />b'-W TO TT'-2'
<br />55.0, -72.0
<br />N/A
<br />N/A
<br />6 1f4'
<br />N/A
<br />6 1I4'
<br />� N/A
<br />6 1/4"
<br />6 1/4'
<br />6 1/4'
<br />6 1I4"
<br />N/A
<br />N/A
<br />8 (TOP/BOTTOM)
<br />'-8' T(7 t}`._2`
<br />N/A
<br />N/A
<br />N/A
<br />i N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />6 7/4"
<br />5 t/4'
<br />a 1/4`
<br />6 1/4'
<br />a. 9, 10 (TOP)
<br />43.8, --48.0
<br />8"
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />I N/A
<br />N/A
<br />N/A
<br />6`
<br />6"
<br />a Ifs"
<br />4 1/4'
<br />B (BOTTOM)
<br />OR LESS
<br />6'
<br />4"
<br />N/A
<br />-"
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />I N/A
<br />6" 1
<br />6'
<br />6 1/4' !
<br />6 1/4`
<br />1. (BOTTOM)
<br />12'-4' ON LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />] N/A
<br />N/A
<br />.1.
<br />6 1/4"
<br />6 i/4'
<br />6 1I4'
<br />6 Tf4'
<br />TO (SOTTO.)
<br />SEE SHOM 10. TV AND 12 FOR ANCHOFS, TYPE & SPACIi1G FOR W57M(I.TIONB ,IRO WOOD FRAME
<br />MINIMUM AMoVQR SPNCNOS AND, MINIMUM M OF?a ANC.f ARE WMAIEO ON THIS SCHEDULE, FOR ED, t :
<br />THAN NOICOED ON SCNSOULE ASTRIDE ANCHOR SPACING BY t:RN,'RPtnNO SPJ0NO $NO" ON SCHEDULE BY
<br />THE FOLLOWING FACTORS, FOR 716 00IOUTAW TO 69 POSSIBLE. REDUCED SPACING OBTAINED 'A" FACTOR
<br />SHALL NOT SE LESS THAN MINIMUM SPACING INDICATED FDR EACH ANCHOR TYPE AT ANCkgRS LEOMO,
<br />NI�175P[
<br />Tf4"s
<br />t/4's
<br />ff44
<br />I/4'•
<br />iI4-r
<br />i/+'P
<br />OF 1Na-F11P
<br />_:PDAttE o
<br />TNX-N
<br />sTtRF-x7
<br />Mn MOM IPACWC 011)
<br />3
<br />11/2
<br />3
<br />••WBF aaAY13 1knN4K (b,j{r.a
<br />A
<br />3
<br />1
<br />3
<br />]
<br />11/3
<br />�
<br />N.a Mml Itb,®.I. Ieep psJ
<br />J�
<br />3
<br />1 I/1
<br />a tjS
<br />a tfT
<br />ALRtaI_ Fb QDZ
<br />F A •C
<br />! 0 EE
<br />A. T!tliT'h
<br />VCENSF' :v¢ i FLORIDA BUILDING CODE (High Vef"Hy Nu cons ton
<br />ND.
<br />4167 =
<br />°° tsi€C6'
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />DRAIN
<br />''. ST
<br />E r-�� A' _` �-•,
<br />a�-'�"'
<br />r..
<br />fiM.'FCQINB
<br />kj
<br />GLOBAL PROTECWN PRODUCTS.. LLG.
<br />m/7aJmm
<br />,An:
<br />2O 76 T
<br />.:..._...�
<br />''
<br />19 y
<br />"'s" "�✓•
<br />: HEN PH,A•x . 47a. < tkaR �,-,aT
<br />b;M. 01 5T EQ
<br />I31Y4
<br />74.
<br />5+ : 7 d.H 7
<br />Mom- SAT, FAt`:(454':
<br />INSTALLATION Q IA iS FQR REGULAR PANELS dui
<br />INIQ EXISTING WOOD STRUCIURE
<br />Ikk `li
<br />1 I � (
<br />1 - T L' a ��' 4 PAiE[MA PLDS '. ,... - ;., i 0 PANSLMAiE PL S 4-1R PLUS d D TE I
<br />/ 1. 4. @ I DC. W 9 O �+P 8 Q.C. W '1 7 8 I J JB" I I / I / / I
<br />fi f i T. 6 7 4 ,0 +. 7 8
<br />TtiRFADED PT(NETNA T P TlW.NETO nEN Tq MSTINGO W HEA TO WOODPENETRATION
<br />S • r
<br />3 w H&AOER
<br />H wDaD a Exrsnwc WOOD E,6>ER E%IsnNs YeDw EXIT NG FADER REQUI
<br />$ t
<br />4 i 1 i,
<br />i
<br />t )'
<br />r
<br />1 I`,
<br />a ) a r,
<br />.,E
<br />7 7 SY' F 4M5J32'
<br />8 d
<br />0&ccf )d.&Tfa` O.C. n I/ ox A/ QC -
<br />WOOD HEADERUK
<br />t fOUIRED {
<br />77-..-.
<br />Ir
<br />Aw
<br />FE mRmu ON ±EE S�EIXNE ON I'
<br />%EA. SEPAR,.TIC I -.
<br />N. SEPAMT*
<br />m 0115:. z I TO OtAffiG L LAM
<br />- - .
<br />. - - Mw PANEL. LENGTH - `.. NP.c PANEL LENGTH 7 ..--.. . -. MPx PANEL LErN`7, w
<br />tj4'4-take 5.S `- (SEE NOTE 1) IJa• SORT ILS._ (SEE NOTE t) f 1/4'A-202,'s,s j (SEE NOTE tJ
<br />ff N8 Wj 7/aY a _ i MS w,r 7/ro , _. f? I M5. N/ 71 a
<br />( a/.u• 1 _-.. ......, _,. __ p ',, a 3/u- TY oRM
<br />1 f E1RRT �,y
<br />i
<br />I
<br />1 I
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<br />REPORTED RETUNED __„__ REOUNED li pENElRATON AT
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<br />11 INSTALLATIONS FOR ALTERNATIVES SW,. DW & TOW ONLY VALID FOR
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<br />PANELS LENGTH UP -TO 12'-4"
<br />NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN z FOR QD ME k
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<br />NrrtF FOR COLiBIMA�++ LsF. «'GnOtHs. 2O GRRn+ eY:
<br />TOP &BOTTOM MOUhTL11+GS CAN BE '
<br />COMBINED IN ANY WAY T r SUIT ANY j onr , ST TE w - , a �N GLOBAL PROTECTION PRODUCiSa I.I.C. M c
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<br />PLATE
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<br />20 GAGE GALVANIZED STEEL STORM PANELDRANN at.,
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<br />t, tNSEA.4ATN7NS ARE ONLY YALKH FOR BINLOIBTu WCM Asb- DESIGN LDAOS UP In
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<br />GLOBAL PROTECTION PRODUCTS. U.C.'DATE
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<br />FDR REV WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN
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