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<br />WALL AND FLOOR _�.4�NI.lNS INSTALLATION FOR ATM': �dl'r;s"77'71
<br />o .no I;'- -IFa
<br />6 - -_ -- SPLIT PANED AMnOrr_ 1
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<br />00`55E60'S
<br />ORKN ID
<br />SECTION 1
<br />UC IFNOTH
<br />SCALE 3/8-1 •
<br />Ni MULLION CAN ALSO HE N5IALLED R/0 STORM PANELS ON SOP
<br />OR BOTTOM SO THAI n 19 LOCATED AT top OR BOTTOM orOPE'"
<br />(ONE PANEL OPENING W/ tVM top 6 BOnom)
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<br />SPLIT STORM PANEL ELEVATION
<br />SCALE I/.'.1` I�.r: `n,.i)
<br />SCALE
<br />No. 44167 '-
<br />i*' * ''f=
<br />FLORIDA BUILDING CODE (High Vel"Ily Nwrlcarn Zone
<br />• •��'�,-9
<br />��•' F�DRIO
<br />rao2Nl Tertm, AFT_
<br />20 GAGE GALVANIZED STEEL STORY PANEL
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<br />INSTALLATION DETAILF5_10 REGULAR PANELS(;) dE t h
<br />INTO EXISTING WOOD STRUCTURES
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<br />INSTALLATION L ATION
<br />- ALTTERMIM 2W
<br />SCALE 1/4• - I'
<br />LADIES:
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5• -72.0 p.T. AND PANEL'S LENGTH UP TO W-5'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS 70 BE SOUTHERN
<br />PINE NO 2• W/ SPECIFIC DENSITY OF 0.55 OR EQUM
<br />NOTE FOR. CQM2NAV9ft DF SEC11DNs.
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />44A,11LH1FHI11lI"NI
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<br />R MOUNTING
<br />INSTALLATION - ALTERNATIYF 4w
<br />(SECTION AT TOP IS uMrtEO TO +35.5-67.0 HEAL.
<br />FLOOR MOUNTING
<br />INSTALLATIONS - ALTERNATIVE
<br />;CA.I 1/4' - ,
<br />5W
<br />/LS.D. DESIGN PRESSURE RATING)
<br />SCALE 1/4' . I•
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<br />INSTALLATION - SECTION 4AW
<br />SCALE: 1/4' - 1'
<br />F'1n01nA RIW
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<br />W--f-. 7-)
<br />• No.
<br />4167 i
<br />o2a2o ntnw. IOU
<br />20 GAGE 6ALVANIZED STEEL STORM PANEL
<br />ter•, 11.
<br />* ST
<br />'; $ .•
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<br />SCICIIUII W (9R LCHIMULE OM FORWDtla SCREW SET SECTION amSHEET ,s
<br />Men 14)ow1e) r-1, 2 i TWITS
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<br />V7 6 Vlq I DILmYw,E ,.DUTnW
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<br />OUffo t
<br />�1W/15
<br />1/4, 2/4, WA, 3/4 aP 4/4 1, 2 k 41, 2 i 1W/15
<br />ALTERNATE IOCATIO.
<br />'- O( LIFE PANEL �.
<br />APEA W/NCI (WE SAFETY PANELS NOTE
<br />NOTE I Il IOW)
<br />•_ LOCATIONB
<br />Can REGULAR PANELS W/ 0.
<br />, _ . - - PAULL�--ISLE
<br />I- / L77._. *--� --- I W/0 REGULAR TRACKS (SCE NOTT I
<br />RCLOW) • LAST PANEL fQ TO M NiTANLEV AS
<br />CWdRni AKNMS I
<br />LIFT SAFETY STDIN PNtI OPENING SIW
<br />(sN°c`un "; - .ouRm OPTING_--,# 1 R 1 T
<br />gaNICKn-/ -._ „ ,o"�AKcx7MrArr IfAUAiI/aN'NIfAPRcacDEo
<br />e.nl -•• - AN :1 TO BE N9/AL-EO ON PENWFD FROM ,NSIA
<br />CO NJIaE AO M9 or STRICTURE
<br />(IQ
<br />9bImL{d oN�
<br />SHEET,.)-)� ELEVATION
<br />WALL MOUNTING INSTALLATION WALL_LAIION
<br />- SECTION-1 SCALE 3/8' • r - SECTION 2 SCALE 1/6• - r ®®°F J T 1
<br />' WEN OAP 1%;j - it _
<br />.-_
<br />I AN
<br />U LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN fTIU PANEL (i1P5T DR UST PANEL)
<br />SAFETYSTORM(�'f
<br />(
<br />OR AS AN PANEL PAIR LOCATION BETWEEN CND PANfIS). a NRNpIR PANELS 8 (NIETWMT[ TOG TKN
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO RFGOAR PANELS BOIL I 1 eNo PANIIs
<br />SILL Non I;
<br />(W/ OR W/o REG" TKS.) MC
<br />2 LIFT G:T.TY SiOR PANEL. CONSISTS OF 0.039' GALVANQED STEEL STORY PANEL AS SECTION B-B
<br />PER CgtDONENt (� . SHEET 2 OF DRAWING "r., E
<br />THYS PANCL ALLOWS (MELF TO BE REMOVED OR INSTALLED FROM THE INSIDE Of
<br />STRUCTURE.
<br />U P REQUIRES BE COMPONENT®A D0T70M TRACK r0
<br />BESAFETY
<br />V of IS
<br />BE OOMPON AS PER SHFFI 2 Oi THIS OpAIANG.
<br />r``L �rLP
<br />rOMPONENT� Y BE INSTALLED WALL OR FLOOR MOUNTED TOT LOONG SECTIONS I A r; Pam••'• ENS
<br />2 ON THIS SHE11• AS WELL AS DETAILS I A 2 ON SHEET 14, •
<br />3
<br />` :
<br />- FLORIpA BUILDING CODE (W h Vmoclly Nurrlcan. Ione
<br />Ys. IENGIH FOR COYPONCNI�5 1Y a NU. # = cacao Team, We
<br />MO,. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GNEN ON = * ; 20 GAGE GALVANIZED STEEL STORY PANEL Bl
<br />SCHEDULES A 2• SHEET 14 = * : _ • �- aR.,,f Of
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE
<br />"0
<br />°'�„An
<br />SEt DETAILS FOR INSTALLATION INTO WOOD 1TpANE BILDINGS ON SNETT ,s •-, S P - ? -' 7 •. GLOBAL PROTECTION PRODUCTS, LLC.
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<br />Sf'ACfRS AT iRAt«5 17N9TALLEOI AND BLBIE
<br />NL IUONMI `_. _.-..�.�� G-n0o6)IY rM DRANK; r
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<br />SURE RATING (D,p,j,) AND CORRESPONDING
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<br />RATING (D.&L) AND CORRESPONDINy_ MAXIMUM ANCHOR
<br />EGULAR STORM PANELS i : AE 1;' INSTALLATIONS
<br />',BETE A CONCRETE BLOCK STRUGTUREt
<br />ID Y/SIALLATIONS AS PER SE171101IFS I TNRU 7. ON RNF FTC A a AI
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<br />FLORIDA BUILDING CODE (High Velocify NurrIcon. Zone
<br />No. 4 167 .Ja2o ,Anco. Na 20 GAGE GALVANIZED STEEL STORM PANEL.
<br />•S'-. ST E OF "�
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<br />1„/r M:, D4EADro PENFTRA,ION At
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<br />.•' -,A,; •.PURR• a HATE
<br />.'OV'REU
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<br />-
<br />)
<br />. ALL IENCNS UP to 6' a' .N.
<br />5
<br />ALTERNATIVE
<br />n�
<br />Q T_-�(QIJLITING IN.AT��yyy5 BUILD -QV
<br />1Tr - •yEF+yr� --�� ���/��I
<br />I MDU.T .G INSTAUATION
<br />CONDITIONS & ANCHOB,.}Q IONS
<br />40TE SHVTTEF IRICKS "NOT :`NMI FOR CLARITY
<br />ALTER L ¢y(TER
<br />S(ALL 3/B••,•
<br />sell �/e-•
<br />NOTES:
<br />TI (
<br />'2y
<br />1. W$IALUT)ONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN 1AA05
<br />,: p,.' \CENSf
<br />UP TO +55. S. -?2.0 PSF AND PANEL'S LENGTH UP TO 8'--a`
<br />Ste: \-
<br />F LORIDA BUILDING CODE (High V.Ioclty Hurricane
<br />Zone)
<br />2, FOR NEW WOOD FRAMC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERN
<br />_ 6 s
<br />ototo aTEw. Nc
<br />rT•
<br />PINE NO. 2. W/ SPECIE C DFNSI IY OF 0.55 OR EQUAL
<br />20 DACE GALVANIZED $ISLE STORM PANEL
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<br />TO HOLD PANEL
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<br />1/4T SEE $CE INTERIOR PANEL END PANEL
<br />' J' top mmI -- rOp ALP.ANCHOR HOR
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<br />OR CARECT MOUNT SPACING SPACING
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<br />DETAIL 1 : WALL MOUNIINQE INSTALLATION (APFUC BLE__IQ_5GHE-D_ULE 1)
<br />SLUE 3/16, . 1•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (9,31) AND
<br />CWESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 8:FOR
<br />INSTALLATIONS. INTO CONCRETE & CONCRETE BLOCK STRUCTU S
<br />SGUEDUU It I ffilnr WAIL--MQMIQ_CCE9WDQtl5_IQP R 90TTQM &.�. E D . } 112' _•
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<br />SCALE: 3/16- - r
<br />MSIMUM A,S,D.
<br />DESIGN PRESSURE RATING
<br />(p.s.f.) AND_CORRESPONDING
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<br />LENGTH "L" SCHEDULE
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<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />S'
<br />N/A
<br />a'
<br />N/A
<br />I A 2 (TOP)
<br />.55.0. -72.0
<br />9'
<br />7-
<br />9•
<br />9' -
<br />9'
<br />9'
<br />9'
<br />9'
<br />9'
<br />1 9'
<br />1 (BOTTOM)
<br />S'-0' OR LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />I A 2 (10P)
<br />+55.0 -72.0
<br />5•
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<br />6"
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<br />7 •/2'
<br />9'
<br />9'
<br />9"
<br />9'
<br />1 (BOTTOM)
<br />S'-C' 10 7'-6'B'
<br />.550 -72.0
<br />_
<br />N/A
<br />.---
<br />6'
<br />-
<br />N/A
<br />t0 IF 8,
<br />9
<br />4'-
<br />g-
<br />8'
<br />9`
<br />f 6'
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<br />APPLICABLE 10
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<br />.52.8 -66.0
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<br />+550 -72D
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