|
A P)
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR ,r
<br />6 SPLIT PANELS
<br />' w/1/`
<br />_xew
<br />A.
<br />�_ ,. � Im ,w r"�a Iw+a •t c y'rat 9m+oNr
<br />- i iNULtOTN im. ,N
<br />-12) Anry TAIKCIA W. S: 1' iMMff
<br />EPOE OF WAIL 4 ,•� . _ Y;* �.•- 11t�.R aURx r z f/+' c
<br />6 71 APPUGBLE "in IKE al a/tOUK ZAj'}.
<br />MIN. E.D. _.. � x rum coclt`m=x Do P.Nrt
<br />SPV 1 4 . T' DErAAEL ���'t r 1 Ir
<br />I is
<br />�p�Oy Ny:4I. r -a• EfM. PAIR].
<br />WAlal T, !T-T Yw. nYl
<br />tPRPET A f®IW /P69UI[ ILO
<br />�UWOX - aoF:T-Ta mar a Haa r+�- -»a W.
<br />FE 5lieolAE w Twl 1ARET q
<br />{
<br />I
<br />1/4- )
<br />a 14"r ter
<br />H.. Y.-.-+1'.---•9 4 ,/2"
<br />Ea.
<br />to IN
<br />2* a riI>Cli,. TopA sa Y n®- - i 2
<br />SECTION Y-Y
<br />WOeoOEVH. a MM
<br />' UULLION SCHEDULE
<br />F
<br />;�.
<br />Ahi. NULUON
<br />REQUIRED W.
<br />SPAN (FT.) '
<br />TUBE AWILON ^
<br />< 4''6"
<br />-
<br />2'. 3` s 9/D'slgm
<br />CONCRETEANMGRS
<br />a e S)
<br />6
<br />IgNiENiA
<br />a R A tl
<br />) A•-6' TO 5,-6•
<br />2'. 4" x 1/0'
<br />.1
<br />i 5-91 TO C-tn".
<br />2'. d' k 7 4"
<br />* •
<br />> 6'-,D TD e'_a"
<br />2' = 6 i ,je
<br />No. 44167 ti �
<br />e UP 'III sD6A�.t„=T2.:O P,A,t.PRE55URE Rht6N0
<br />SECTION 1 � D s� MENU
<br />SOME 3/e-1-
<br />T OWR BORWX SOTHTHA BE YBNST �w/A 5 OPANELS ON TO'
<br />R OPEhFNHG.
<br />(ORE PANEL ® Wj NBE taP * OT10M1
<br />BUILD -OUT MOUNTING
<br />INS+ t 1 AIM ALTERNATWE I
<br />SCALP: 1/4' - I•
<br />_ .11 '
<br />4w'i . . •E;•,. IT. ICI ..
<br />HOES
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O: DESIGN LOADS
<br />UP TO +55.5, -72.0 p.S.T. AND PANEL'S LENGTH UP TO 8'-8
<br />2. FOR NEW WOOD FRAME. CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />BE
<br />ANY
<br />CWND k a" MOUNTING WALL t FLOOR YOUNTINo
<br />I NSTAL AoilstN - ALTERNATIVE 4111 INSTALLATIONS - ALTERNATIVE SW
<br />(SECTION AT TOP IS LIMITED TO +55.5-07.0 MO. SGV.0 1/4' - 1'
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SCALE. 1/4' + Y
<br />T
<br />4ncr 1it� 1
<br />g ><3r INapO Mm
<br />p.,A Ra.Afa
<br />IN rvAa ALAti61
<br />aUC 1IZal WO FfW1
<br />FLOOR MOUNTING
<br />INSTALATION Kd:TION HALO
<br />SCALE; Ile 1' -
<br />FLORIDA BUILDING CODE (Rich Vef*city Hurricane 2
<br />CONCRETE Aem(ol" CONCRETE ANLHGIS FOR CONCRETE AGHOft SFE SOIEVIAE ON SHEET 14;
<br />(SEE SCmOxu ION (SEE LE 0 4) sow g . FOR WOds S<REYF. SE'S :9EOTGN ON 5HF2i 15 '
<br />1, ZI &3W/15
<br />1/b 7A14 3/4 4/4
<br />$/4. a: i, 2 A iWf15
<br />Mzs°a
<br />PQUIRD CONCAN.TE �. ;} I .-.`-
<br />,�
<br />r1W
<br />^
<br />II 'T ITT^---
<br />�
<br />IgS I
<br />�fi PA (END
<br />ifP1
<br />aK
<br />r oir a WRIT
<br />i �,j2
<br />o.c t oc, lJttMNIJI
<br />4TFIE6fe W(EASE I) - �'Etft,l2lLJL
<br />5q� W/
<br />ft
<br />TO (]A� ,2 ,5 o 3" Wn. tC E) Ill" O.D.
<br />(3EE CET. t/THY I DST.
<br />� (ALiERAW/E lOCAMW
<br />r{ ROE}Miij,4 4 ♦ LAC TM
<br />V IESmAtE
<br />PauaEcBLOCK
<br />RFDOWALL
<br />j I 14. 2/4. 21//4, 3/4 LN 4/4 1. 2, & W/15 rwil !} A lw/15
<br />V.
<br />ALTERNATE LOCATION
<br />-.•I ON LIFE SAFETY PANEL I-
<br />• LOCATION Of UFE (SHE NOTE TMOW)
<br />,..• N CaM.
<br />q` j/Jj -......._..___�,... p UtAR PM4US WW OR ,..:._.-..-----=- SAFETY PANEL -+1
<br />•-"•••:"•••-
<br />wf0 REGL{AR TRACKS {SEE NOES ,
<br />e (
<br />CONCREtE AHCFIIXffi` 'r" ! l'/" f r !. BELOW] LA., PANG �y TO BE MIMED AS
<br />f UhE SAFETY STaWN PANEL OPENING SHALL
<br />(SEE SCNEULAE M; ppypDT CONCRETE Ey)1.t.REAR 144"
<br />SHEET t4 I
<br />N� O 9PTION #1 FOR WEE E G AWATEE I�AILATITIONf F INTENDED
<br />y%
<br />CPnI R mmu ' PANEL(l) &1 TO HE M5IALLED ON RENKNED FROM INSIDE
<br />COIGIETE ORS OF STRUCrJK
<br />(� f
<br />�ANCH„) --ED ELEVATION
<br />WILLCOUNTING INSTALLATION WALL AND FLOOR MQjNl'TNG IMAUADON SCALE 3/W-I-
<br />=- sEM{iN 1 uALYl 3/5" - v w"-: SECTION 2 SCALE. 31V + T• GNP Y H4�A . 1 * i
<br />- ij4" aw , 1/ GAPPb..
<br />N/i115.IN LIFE c4lET' zTCBM P0.#E SSSieu INSTA NAT ON -
<br />i. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) '1
<br />NotE' M 7
<br />55Fg B YN.tERNarE tO170OM OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANEAa^). 5E7: S FA
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE IW$TALLE0 ADJACENT TO REOUtAL4 PANELS eo PANp,9:
<br />SEE Nam 1)
<br />(w/ OR W/O R€G" TRACKS.)
<br />p p
<br />Z LIFE SAFETY ST#t PANEL CONSISTS OF D:ON' GALVANIZED STEEL STORM. PAN¢ AS SECTION 8 -`8
<br />PER COLN•ONENT , SHEET 2 OF ORAWTNO. SCALE 3/32"-1°
<br />Im
<br />STRUCTURE ITSELF TO BE ROAOVEO OR INSTALLED FROM THE INSIDE OF
<br />J. uFE SAFET'd REQIURES TOP TRACK TO BE COMPONENTHi•N: 90770M TTMICK TO a''wpOtUU,�ETJ�
<br />tHE T AS PO SHEET 2 OF IRS DRAWING. ,,."".:
<br />Ilk.LC,•-
<br />COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FTOLLOW4NG SECTIONS H & i?t2Vf, �Ew3• •',�{
<br />2 ON THIS AS WELL AS DETAILS A. * 2 ON SHEET 14, � ��Fy
<br />, A�1
<br />5 FLORIDA BUILDING CODE (Ht h VelocityHurricane Zone)
<br />#. LFIL LENGTH FOR C6MPONtNt�jS 15'. _ ! "
<br />�'
<br />M. ANCHOR SPACING FOR COMPONENTANCHORAGE AT BORON 15 aNEHN ON I
<br />SCHEDULES t * 2• SHEET /#. * vi01a bL1R+O. is 20 GAGE GALVANIZED STEEL STORM PANEL ORIix W.
<br />i *.
<br />COMPONENT �iMAY BE PERMANENT OR REMOVABLE•-
<br />- r FY1�i�P� I
<br />5, SEE DETAILS FOR 0MALLATON INTO WOOD FRAME BUILDINGS ON SHEET IS. %'^� `P�•F� l Dla
<br />' OBAL PiiOTECTi0N1
<br />C� p 1L t!
<br />INC. STREET
<br />sgAo�e� JT.
<br />'�3 •..•
<br />4 A 0wC FL ]3SSH4
<br />6. SEE SHEET } FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF Ai aE" J w IM T4 Co,SQdit-754& INC (IM)NO-SM 20-17b
<br />AA NA�'1 `.
<br />SPACERS AT TRACKS INSTALLED AAOACDR AND BE'NOND TO STUCCD/WOOD BARDS, f e tA+i .•
<br />nlilw,?<E GROW No:
<br />fh-OW6T,y ;MR
<br />RL SEajS'lp1LT10W./MIE. WAVER A TR}n Jr1P.E tlW }AIRS+ T6 # 24
<br />MAXIMUM A.S.D. DESIGN PRESSURE RANG (12B,Af,) AND CORl?ESPONDING
<br />iLi+42S1IlI.UJdEi MEND?H "L" SCHEDULE
<br />h, Eft . <. ..
<br />M 0.5.0.
<br />9`1 .Wf,
<br />MaY. L6NICAIH
<br />L. tL N5Y
<br />ww
<br />WEM to
<br />CaN +
<br />"
<br />465.A -72A
<br />?,_r DR LESS
<br />2 w
<br />V"No 0
<br />11MAU 5 a 7
<br />Ra&A -72.0
<br />}T'-:6" TO W-W Ww
<br />2 ]J4•
<br />UNBOLTED
<br />I llft 5 A 7
<br />a56A, -72A
<br />le-r TO 1V-2- V-
<br />2 ifr
<br />" "I am
<br />e
<br />+43A -464
<br />12'-4" OR LOS
<br />3 1/2'
<br />• 5d� a1
<br />a, Id, 10
<br />• RQLM W/ 114b-20.1' SS. M.S. k WWANT kY OAERAP a H4NDNON OF PANEL
<br />(VAUD ONLY FOR PANELSm& Q I iSTAL1ATIONS AS PER STATIONS I T/WAI 7. ON SHEETS 4 A 51
<br />MWA" A3D,
<br />DES"
<br />Ak t)
<br />N.aww Moto% sv4m MR EA - 3 t/r s.
<br />APP"C'e" To
<br />BECTNyS X
<br />TAN
<br />IM'�OD THEM
<br />4q!NLIM PANEL
<br />LENGTH 1` w
<br />V.-0011
<br />CF 7AP••OWP
<br />CAI.X_w
<br />Amalum FUME G
<br />PANONATE KW
<br />f0 CONCF)<,E
<br />C
<br />TO OdGWinF
<br />i
<br />to CONCRETE
<br />f
<br />16 ,E..
<br />1G CONC�1E::
<br />�U7[TH
<br />OCK
<br />IV
<br />1NJA
<br />WA
<br />MIA,
<br />6•
<br />N/A
<br />}r
<br />AIAA
<br />$"
<br />WA.
<br />I iTPP}
<br />'N/A
<br />N/A
<br />r
<br />B'...
<br />S"
<br />e,
<br />q'
<br />r
<br />I (BOTTOM)
<br />N'
<br />*/A
<br />WA
<br />NA
<br />6'
<br />N/A
<br />6`
<br />N/A
<br />e'
<br />NjA
<br />2 cum
<br />6"
<br />N/A
<br />MIA
<br />N/A.
<br />r
<br />#/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />2
<br />+55.A•. -724
<br />r
<br />N/A
<br />N/A
<br />REAL
<br />E'
<br />N/A
<br />Y
<br />N/A
<br />r
<br />N/A
<br />3 * 4 (W)
<br />71_6. OR LETS
<br />OR LESS
<br />r
<br />r
<br />WA
<br />N/A
<br />6•
<br />w
<br />i
<br />Ti'
<br />C
<br />r
<br />3( TTII14
<br />E•
<br />N/A
<br />N/A
<br />NV'A
<br />6'
<br />N/A
<br />e'
<br />WA
<br />6'
<br />NjA
<br />7 0"
<br />Ir
<br />5"
<br />N/k
<br />NSA
<br />e'
<br />r
<br />e`
<br />e"
<br />6`
<br />!"
<br />4 A 7 0=010
<br />N/A
<br />NjA
<br />12 ,12'
<br />B 1/4-
<br />12 Ij2`
<br />6 if4`
<br />a T/•1'
<br />a 1/41
<br />a Ile
<br />6 ,/4,
<br />5 CTer/surT ND
<br />SEE SNEER 10 * t i FOR AtCNp6 THE a SPACING MR khiALLAXIO S INTO WOW ERNE 6AUGMW
<br />MNMW ANCHOR SPACOM AND LWYRAI EDGE IRSMNCE ARE DOMED ON THIS SCHEDULE. "m EA I=
<br />THAN IND\'ATEO ON WHEIK E ANCHOR SPACING By K"IftTAO SPACED SHOWN am 1GIEPPLE to
<br />THE FOLMYN O F MIM ELK THIS COVATION TO SE POSSIBLE REW.iD SPACING CGINNEO USING FACROP
<br />SNIEL Man t LESS IH N WWWO I MCM tllIDOQED FOR EACH 00M TYPE AT AHMIGRS LEOENIC,
<br />Ammm TWE
<br />^1(45r;
<br />ljt`f
<br />1/4i
<br />1/41
<br />Nj}4
<br />UPON
<br />a tirsoa
<br />rA1k-N
<br />P-
<br />Lea Set" AIMWG Do
<br />]
<br />a
<br />a
<br />3
<br />I tj2
<br />3
<br />rY�M On1...1A thJ
<br />WI O.,.lax Nt T.4..
<br />1
<br />a
<br />ash
<br />3 tj2
<br />4
<br />1 T 2
<br />APIIR na Rat woom
<br />F-ml
<br />A
<br />m
<br />la
<br />-
<br />l1
<br />1/4` iD. a 5la-LONG aNtss mmm w/ INSTALLATION
<br />ION.
<br />DETAILS FOR REGULAR.. PANELSC
<br />1� aE t
<br />� F °R
<br />`v`4,Cm° P
<br />PANEL LENGTHS IS, To To e`-o' a O.E.
<br />a
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />I" tvaTm UP Ta 61-W Ma. OR //14-10
<br />x PANELW7E HEMFIC RI OR PANDJAM F'lLe e
<br />_
<br />._ 12 / •T%klTO HEADER FOR ALL LENGTHS IR'
<br />`�.
<br />6
<br />t a -a' MI..
<br />,..•
<br />'"
<br />s
<br />f
<br />EO
<br />EG v^'
<br />EO I
<br />-
<br />1
<br />I
<br />=-•
<br />i
<br />1
<br />WOOD wphav,
<br />AMUM
<br />I
<br />AlAum
<br />T
<br />ALTERNATIVE iW
<br />ALTERN TIME 2W
<br />�
<br />SCAILE 3/B=1'
<br />SCAIF 3/8-t' .
<br />i
<br />1
<br />�
<br />SEE SMIEDLAE ON SHEET e 1
<br />S00 i
<br />«-- FOR 70 � GAIN i
<br />4'
<br />=/aWyj
<br />$ fNf�
<br />c1CR
<br />I j'1ta`,17'
<br />TD GLASS, I
<br />4`
<br />1.
<br />F-n - ''+•..
<br />1 1 EOT
<br />) t/7"
<br />ED
<br />t
<br />w
<br />I
<br />1/4' 1.0. • %/e' LOHG DRAM VAHNG
<br />,/Y
<br />III Wf r •20a2' SS; M3. 0 6 1/4' DO
<br />I 4 y
<br />I
<br />,4�y.���,�� 4•ySySA1p'
<br />�/AK
<br />M
<br />_ �� wO PIATE
<br />MEOW®
<br />"`� i•'
<br />§ r!
<br />r FOR PATEN SOMA uP 70 9'-D- me 6
<br />t
<br />`.
<br />MIT C,
<br />4 Odm.
<br />1/4' O.0 FOR LM MS UP 1O W-61 MM,
<br />PAMEAKTIT, FUMa DR
<br />1
<br />11.
<br />ptm OR 114-f0 0
<br />WEW NND PANaWATE PL 6 + 12 iftl' o m W TN ,
<br />t
<br />L
<br />hvyW seWLWE W r DAa W
<br />1. +/2 +HAIL 1iARER Pn+Ea:�an
<br />AI SV[
<br />I.ERNAA I.iLE
<br />E
<br />ALTERNATNV 4w
<br />S ,//��'��� M',,. T,NF'n PENE1FAaoN AT
<br />AOtATOTH OF ERGTR4i wlxw INATE' FOR
<br />✓" 2% PATE g
<br />. ,AIANGMII ar PLATE.
<br />SCALE3f8-,"
<br />SCALE
<br />y ! 3 ALL t�IIG"It le• m 8'-r Gm.DIRECT
<br />� }
<br />S3M/HUM 0
<br />IRS!� ,`.....,.f 1 i.EFAV BUILD 0
<br />•�.11�1fA'.�/EISW��Y6.LJSEE4
<br />NOTE SFR711ER
<br />NOT SHOWN FOR CLARRY
<br />SCALE
<br />TG1LE 3jn-1'
<br />Aru4nINNRHAAA
<br />NOTES
<br />04 A. TIt,(/r'�'xa
<br />°•,
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WtiH A.S.D.. DESIGN LOADS
<br />0°' E c,„
<br />••, S
<br />UP 70 +55.6, -720 PSF AND PANEL'S LENGTH UP TO W-B"
<br />S"'P�•••' \G..N.+C
<br />FLORIDA
<br />BUILDING CODE (High Velocity: Nu
<br />Done Zane)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOVTRERN
<br />- '•
<br />�& �:*
<br />MG�n's'�'
<br />20 CAGE GALVANIZED STEEL PANEL
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />_
<br />PI1)•-
<br />STORM
<br />DRUM( eF
<br />NQg FOR CGMHINATIONI OF SECTIONS: 1
<br />-o'• ST QF
<br />J'a„t"
<br />GLOBAL PROTECTIONODUCTS, LLC•
<br />m
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />TO & B 1N ANY WAY TO BUR ANY
<br />,• AL ,HID••
<br />A'NACt A 'FIB:
<br />`YMTk
<br />T *.ERaMItTAHINe C Aar
<br />NA, FM. aw NW 1y m mwuv4.. Aa nrw
<br />taw , poWR'Ha-H45p .Fn : LAW er»+sn
<br />COME. ft a3mi4
<br />PNaei: W)ON-7545. Eat. (So4T6 "m
<br />20-176
<br />DRwNa Nm
<br />INSTALLAMON,
<br />I moo, ,E, �,A7AiE
<br />C4-mO6JiR
<br />A TWUP Jr.,'RE
<br />r we
<br />Tt:-,M -
<br />MITER
<br />WEEr II 1M t.
<br />S)
<br />1? . ..1 S .•.I�G._ L i :•dALa E
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />ff:'�y+� ,f.1• �I #E 1I SEE I � INTERIOR PANEL
<br />��......�! Aid ANCNOR Mai. ANCHOR
<br />SPACING SPADING,
<br />k AS.O.
<br />DIS
<br />PRESSURE
<br />R4 H.
<br />tlAcal
<br />OF UP -NW
<br />GLR-IN...
<br />PN6AWfE fEMVE.G
<br />iWY1NVE K""
<br />i toMWMULt
<br />iw� CammeovRR1
<br />OF THU
<br />PANEL
<br />t1NOn+ S• (R.1
<br />tP
<br />.�
<br />&DL9L
<br />TO
<br />COINCDiFo
<br />Tom,
<br />LLLDCA
<br />TO
<br />CONCREE
<br />BLOCK
<br />Ta
<br />"
<br />y
<br />&UCR
<br />lli
<br />It`NCRETE
<br />SUDCIf
<br />8`
<br />N/A
<br />N/A
<br />N A
<br />6`
<br />N/A
<br />@'
<br />N/A
<br />$`
<br />N/A
<br />I A 2 (TOP)
<br />55.0. -720
<br />g•
<br />7'
<br />9'
<br />9"
<br />r
<br />9'
<br />9`
<br />9'
<br />9"
<br />9"
<br />1 (BOTTOM)
<br />5'-0' OR LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />8•
<br />N/A
<br />e"
<br />N/A
<br />1 A 2 (TOP+)
<br />F5 5.0 -7z.D
<br />1/2'
<br />9'
<br />9'
<br />B`
<br />9"
<br />9 (80TTOM)
<br />5 '-a' TD '-B• 7
<br />455:0-724
<br />8'
<br />N/A
<br />N/A
<br />WA
<br />8"
<br />N/A
<br />S`
<br />NfA
<br />8"
<br />Nfk
<br />7,-8• T0..$=_8»
<br />9`
<br />IV
<br />9'
<br />8".
<br />9`
<br />S"
<br />$`
<br />8"
<br />S"
<br />0'A
<br />I (BOTTOM)
<br />W W M�A.SA
<br />PR691RE
<br />MO RAT. -'
<br />M I (STUD* 6/6• W, AGM TOP OF. #M*
<br />AIM, A (5M W r Am FIM W a' NGIE)
<br />SECT IONS k
<br />Off IN
<br />OF is AATHI
<br />MAXIFRIN PANEL
<br />LENGTH 9.' 00
<br />TAPC6N
<br />To
<br />i
<br />N9.2 -015
<br />3• -. 3•
<br />4 T 2'
<br />1 4 I'2'
<br />2.(BOTTOM)
<br />r-8" OR LESS
<br />3'
<br />4"
<br />4"
<br />2 (BOTTOM)
<br />7'-0" OR LESS
<br />+550 -72.0
<br />2 1/2" 2 i/2-
<br />4`
<br />3 1/2'
<br />2 (BOTTOM)
<br />7'-0- OR LESS
<br />+55.0 -72.0.
<br />2 1/2" { 2 1/2"
<br />N/A
<br />NIA
<br />2 (00TTOW
<br />7-6' TO W-0`
<br />+55.0 --72.0
<br />N/A N/A
<br />3`
<br />{ 3-
<br />2 (BOTTOM)
<br />V-W TO
<br />A
<br />MA.Y. PANEL f)INa,N
<br />MHO
<br />fA4A.}
<br />{TIE !W(vaaNaY
<br />+riruraOL
<br />+
<br />-. 4O, -T2a
<br />S-W
<br />a G/'
<br />LP991.tID
<br />SEE SHEET 16 FOR ANCHORS TYPE a SRV7NO FOR INSINUATIONS In0 WOOD PRAISE. SlAzolk
<br />MPIWLWI ANCHOR 9PACRUS AND MINIMUM EDGE DWAYCE ARE 04NCAOFA ON THIS SCICK44 FOR
<br />EA. LESS TNMN "MOM ON 901211a RFAUCE ANCHOR VACNW of W"IfRYNG SPACING
<br />SHOWN ON SMWLE of THE FOLLOWING FACTORS. NOR TAG OPERATOR T/ BE POS AL
<br />REMHaD S1,4cm OBTAINED USING FACTOR OWL NOT ICE LESS TH101 owed SPACING
<br />INDICATED FOR EACH AFLNDR TYPE AT ANCHORS Lam.
<br />JYIR YES
<br />1/4Ta
<br />1J4L
<br />f 1
<br />1/A �
<br />TNa'a1
<br />or PWBRP
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<br />-
<br />3 TOY'
<br />III
<br />-
<br />Sap
<br />PANEL
<br />MAXIMUM
<br />A,S.D SIGN PRMHE RATING (RT,s.Q AND CORRESPONDING MAXIMUM
<br />SPACINQSCHEDULE FOR REGULAR STORK PANELS 0) & & INSTALLATIONS
<br />INIQ EXISTING CONCRETE 8 CONCRETE Bj,O STRUCTURES
<br />(VALID ONLY FOR PAN¢5 04i @ INS TAIL AMONS AS PER SECTIONS I TIM 10. ON SHEETS 4, 5 * 6)
<br />ANCHOR
<br />To
<br />aaaAV�R X t,
<br />GEN c+T
<br />C
<br />FLORIDA
<br />BUILDING CODE (N(h VWloal HuFAcono
<br />Zone
<br />*; ND.
<br />41tiT
<br />C ?
<br />Ar[6a ac 2D GAGE GALVANIZED STEEL STORM PANEL
<br />mom m
<br />`%
<br />'i��Nt�"n
<br />r /► /� i GLOBAL PROTECTION PRODUCM LLC.
<br />L i. \► Y NM
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<br />2D-17b
<br />�.�
<br />CA-00067iS
<br />.Ma
<br />AM +mr w
<br />..SEE NO.
<br />W7u:1[R A TWL!!' JF
<br />en' + .•
<br />L I Of 29
<br />MAXIMUM
<br />Y}18araY AiKtOR6 SfyMW/0 POA ED. w 3 T/2" ^'
<br />AS.tE DEOOA+
<br />tAAOCN
<br />-
<br />Cf TAP-Ohp
<br />Ck%-X!
<br />PANEUI}TE iEINLE N,
<br />'PANfiuMTE PL05
<br />90U0 SET
<br />APPLICABLE A
<br />MVttMUN aN4E1.
<br />�
<br />TAIL+)
<br />it! WlH0RE7E
<br />TP
<br />10 LOHELPEtE
<br />to
<br />eLOCN
<br />ro CONCRETE
<br />To
<br />TO tDlrctETE
<br />In
<br />CONCRETE
<br />FO CONCRETE
<br />To To
<br />8t
<br />ra cONcntTE
<br />tc
<br />ANr COLWlVUSNDII
<br />OP TNENM
<br />LENO01 "L• (n.)
<br />8`
<br />N/A
<br />N/A
<br />N/A
<br />8"
<br />N/A
<br />8•
<br />N/A
<br />8•
<br />N/A
<br />NfA
<br />N/A
<br />1 (TOP)
<br />$•
<br />4`
<br />tHfA
<br />N/A
<br />8`
<br />NIA
<br />NIA
<br />1 (BOTTOM)
<br />@�
<br />N/A
<br />N/A
<br />N/A
<br />8"
<br />N/A
<br />6'
<br />NJA..
<br />8'
<br />NJA.
<br />N/A
<br />N/A
<br />2 (TOP)
<br />8"
<br />WA
<br />N/A
<br />NIA
<br />@`
<br />N/A
<br />5`
<br />NJA
<br />5"
<br />N/A
<br />N/A.
<br />N/A
<br />2 (BOTTOM)
<br />$5.5. ^72.0
<br />$"
<br />WA
<br />N/A
<br />N/A
<br />8x
<br />NIA
<br />e"
<br />NJA....
<br />S.
<br />N/A
<br />N/A
<br />N/A
<br />3 k 4 (TOP)
<br />?7,-5' TO B,-8"
<br />OR LESS
<br />@"
<br />4^
<br />kfA.
<br />N/A
<br />6'
<br />8'
<br />@•
<br />8'
<br />8'
<br />8'
<br />NfA
<br />N/A
<br />3 {BQTTDAH)
<br />B"
<br />N/A
<br />N/A
<br />NfA
<br />$`
<br />N/A
<br />8'
<br />N/A
<br />fi'
<br />N/A
<br />N/A
<br />NIA
<br />7 (TOP)
<br />8`
<br />4"
<br />N/A
<br />NIA
<br />@`
<br />8`
<br />8"
<br />$`
<br />8'
<br />$"
<br />N/A
<br />N/A
<br /># & 7 (BOTTOM)
<br />Njp.
<br />N/A
<br />92 1/2"
<br />@ 1J4'
<br />/2 ,f2`
<br />8 1/4'
<br />@ 1JY`
<br />5 1/a'
<br />6 I/4'
<br />@ 1f4`
<br />N/A
<br />N/A
<br />5 (Tf)Pj80TTOM)
<br />�.0. -53.3
<br />N/A
<br />NJA
<br />f2 if2"
<br />8 1j4`
<br />12 1J2"
<br />8 1f4"
<br />0 1/A`
<br />@ ,/4"
<br />@ 1/4•
<br />6 1/4`
<br />N/A
<br />N/A
<br />8 (7'ORfBFYTTl�,1)
<br />`-B` 70 11'-2"..
<br />55:0, -720
<br />N/A
<br />N/A
<br />$ zJ+`
<br />N/A
<br />@ 1/4-
<br />N/A
<br />@ r f#"
<br />@ a fs•
<br />@ , J#°
<br />'6 T J4'
<br />N/A
<br />NA
<br />@ (TOP/BOTTOM)
<br />a`-@^ To aT�_2•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8 1/t°
<br />0 TJ#`
<br />8 1/#`
<br />8 1J4°
<br />@, g, ID (TOP)
<br />_yg,0
<br />@'•-
<br />4
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8`
<br />1/4'
<br />$(BOTTOM)
<br />� liSa
<br />@'
<br />4"
<br />N/A
<br />N/A
<br />NJA
<br />NJX
<br />N/A
<br />N/A
<br />6'
<br />8`
<br />B ij#'
<br />8 ,/4"
<br />g ty��)
<br />12'-i' OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8 1/4"
<br />8 if4`
<br />8 Tf4'
<br />6 1/4'
<br />Tll {BOTTOM)
<br />SEE SFNFEI5 TO. 11 AM 12 FOR AIA7OiG TYPE * SPACM4 FOR RaOWLArx.WS OR10 W000 F1RYE &RIOala
<br />AOO6OM !DH@4IR SPACINGS ANO MP4M{OM EDCE DISTANCE ARE MOIGAIFD &+ 7,fl5 SCNmIIIJ, iDA EA ti
<br />THAN @i4E'J,7ED ON SCFEOUlE lACHWt SRIICOMs BY MAT,PLTRG 4PAONa SHOWN ON 9CHEOIILE 8Y
<br />TE FOLLOWING iAaTORS. FOR n� OPERATION TO BF POSSIBLE. REDUCED 9PkIG OBMHNE4 l�Li FA4`ITNR
<br />*(ALL MCI NGT � MESS 1HWI IWNtl11A1 S RWIATtO9 FOR FAdI ANCHOR TYPE AT ANCHORS LECEN/)..
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<br />INSTA LATION DETAILS FOR REGULAR PANELS(I & 0
<br />INTO EXISTING WOOD STRUCTURES
<br />r
<br />jih10 PANEt.NATE PISS h'�yr/T4-10 PAI"WTE PLUS �� f4-10-PANDAar PLUS
<br />�l a e 1 4` D.ctle O.C. w/ 1 7/8•
<br />r $) 111ftFMEO PENEIRAnIfN 7a PLTNE1RATtON TO WODAf1EA0ER _ ``�,,, TY6(FAOEf} PENpE1RA71DN TO
<br />I EgbTING WDaO NEItOfYH ExwVNG WDDO HEALER 1'EWW 6-"_„"• 'EUSHING t4D00 HEADER
<br />• 7
<br />7 9AWDAW STID It
<br />' 4 0O. I a I/4' O.C.
<br />MOOD HEAOBI . 2 1 WOOD HEADER 2 3 1
<br />RECUIgEO'-" /H W" REWIRED
<br />a
<br />1 I ' I .._ ...GL v._.
<br />lot SgiEU1HLE IN4 i SEE 9aICLW1IE of H '" SEE S01E7X10.Fi. LW
<br />mFFOR ro CUSS. TD GLASS
<br />1
<br />_... . _ 5---
<br />A,aa. PiMkt- LENGTH .-._- ___ '�.- NOw Pf/4ELE.ENOIH 7'.. ANw. RANit LENG1fi
<br />,MY-2CKT SS. (SEE NOTX 1) tiav-101n• SS._. (SEE NOTE 1) It+v-.Ran• 3,5. t (SEE NOTE 1)
<br />4S M/ 7/aY I MS. W/ T/W'a • y iEx W/ Y/I'P • A
<br />Mr, pEu a 1 EYERr ot1aM �� a ErE'Ar a.EPoM '
<br />i t SOIS
<br />p ( y
<br />OF
<br />r YAtt 1 ; MAR 1 N
<br />I`' i rti4y-2MT
<br />- a•..a s2• s:s ws.
<br />s
<br />3 � _ I �.- i "� • ,,� .'1TmG N1R SitSOSrt I - 7x�Nurlai " _ i
<br />a
<br />IVORY S" 0 12 t 0t r
<br />_' • ff 6 1/4` OL I � - • , 12 1 0.G _.i.-___ I I
<br />4Y LNG SCREWS
<br />'� , S PI ' `� I � n• D.+p wfT 1/2•
<br />yy.:xr wand i 2'44` woon,;a,`+ 1 �2:#" WDOG, Pt,/,$);. ,�,� `, 1 1 Mlw. TFIRFAAED
<br />RFA7OINEp p t V ° IA-10 PANEI.NNTE PLUS RROUIRED 1. `., �.� REWIRE+ {
<br />@ WOWID OF AT
<br />I rr+Errwmu» a T
<br />V49 LAG SCREWS W*
<br />ARa WIOTN OF PLATE I I , 8B�^'O,C1,1ST H/ °
<br />l - 1 IFIF�AAQES ACERCATGN
<br />At M OW@7'H OF PLATE
<br />SfYLLE Sfaw1'
<br />SCALE 3/e-t• SCALE 3/6-1`
<br />NOTES
<br />1. INSTALLATIONS FOR ALTERNATIVES 8W. OW A IOW ONLY VAUD FOR TIIITLINif
<br />BUILDINGS
<br />LENGTH 65.0.UP 1�N� DS UP TO +43.8, -A80 P-0, ANDPANa�`' t,�CL�p` Ttjt"j JA�yy
<br />2 FOR NEW WOOD FRAME. CONSTRUCIION: WOOD MEMBER& M BE SOUTHERN .�Q,:• UGEHS�C '••.� y FLORIDA BUILDING le PINE NO. 2 w/ SPECIFIC DENSITY OF. 0.55 OR EoVAI, _ R OA B ILDi CODE (High Ve ei Hur one zone
<br />Nth FOR �r1 F c¢CT10Nsa i NO 4'i z*z ° P 20 Gl� GALVANIZED STEEL STORM PANEL
<br />TOP A BOTTOM MOUNTINGS CAN BE "_ - s ET/3ajtazE
<br />COMBINED IN ANY WAY TO SUIT ANY - A%, S ^�•�, y '-^"S E c PROTECTION PRODUL"T$I U.C. pn/.
<br />INSTALLATION. ' 9 D ^' ` 4E00&W. 51 SOW'
<br />' D AT Ri
<br />' .- '•"' •".•3 * EN iE tNC piMPANE ONE. ft 333,4
<br />�!A lr• •,•• � 4x 4n•,. ApIU MNAM p9aFRA391M PI1WEt o64Yafia�-75N6. FAtI (oa4YEaa-6fN7 20-/76
<br />AAA N N,/ AN Nw�E SEAL/ANRi/017E .H..+ PeR m-,G-0046Ni•19 ate- N 4M iewnw mt Na. Ne:
<br />A.
<br />HER A Jf. FEE • x - SHM 1E OF 0
<br />["-1 -1 wAIfft]il<_%ifs1l�-l9 fTWO]aIII� Iwl IN we] to 1 • ; " � ► 1
<br />\ \ L @ • 1
<br />.a
<br />Iu
<br />SbAvos t REOU�A� � 1`I rRP.`t POET>ATaH AIR j 1 Ham•
<br />s I I/41:II.rSJ$' LaNI SNs auEUO6: wj.
<br />` 'j` � "s'' °• °` °"
<br />ALTERNATIVE WIjQQ fj'� CONDITIONS & ANCHOR LOCATIONS
<br />,r4v-� PA+�.W„E FwWEFF((��G AIR
<br />T47'�ETRe1tW Or9�E11iTpLCj � STstls' i/s• - I -
<br />MOW
<br />NOTE . 3HRHnER i1V6NS NOT OGWYu FDR taAmY
<br />WALL MOUNTING. INF!-ANION ,a�'�PA'LT��r
<br />ALTERNA�iVE 1W Qi�;
<br />,. 0WALKID ONS AW ONLY VALID FDR SUIDMWS WON A.&D. DESIGN LOAM UP TO
<br />+W-% -72A 4Rt AND PANEL'5 L04TH IR 70 S'�'.
<br />R FOR NEW 1YCGa FRAME CONSIRUCION, 7M0D MENtitS TO BE SOUn$RN
<br />PWE kP. A Wf TAECKG DENS" OF 0.65 OR EWAL...
<br />-4--I
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<br />SHEET NO.
<br />SH 1.1
<br />
|