|
�7P
<br />=coNuslE coNCRE1E
<br />ON 'a1• R000 .Ili -.
<br />2
<br />RE�awED
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<br />�\\\ .
<br />iR11n
<br />j
<br />ale
<br />tOM
<br />I
<br />J
<br />2• Ke K.-J103-N/A pR-16 A
<br />6M3 KlCOI.
<br />AU1L ANUS
<br />CASE A (PLAN)
<br />SEALS ,/a•.,•
<br />I.sK
<br />•_ . . OVEALN/,pI BEYOND ANEL u
<br />OPD"NO WIDTH) MOCK jp,I�y CONIDIkR. TbMCRETE
<br />011 7'N' ROOD EPAYE
<br />.:.y . ,SOUSED
<br />X . 0.0., DISTANCE
<br />\_
<br />SCALE 1/4'.1'
<br />4Ia IL!J
<br />N
<br />1
<br />L __ Q OR w�YM,MOOR
<br />I '&: r FRAME
<br />9 ALCAMO
<br />COMC�Kn ROC!1 Ca - ,r i i
<br />J•.t• 9000 "AVE I ; -.__Ct OR®
<br />RNtRHD `S
<br />1
<br />�:;.4 1
<br />1
<br />1
<br />2'
<br />r TAW
<br />1
<br />N< L a56
<br />-I E
<br />� 1 _ E_ iRN>
<br />1- I
<br />�' - 1' - 1
<br />YOA.
<br />,/C . BOLT P . O72•
<br />r Ir 00 �1p5-Ala 0R eou-n .ua
<br />F/AC~ CN4 AAn. AM"
<br />SCALE 1/4--i-
<br />CASE B .LAN)
<br />C-i
<br />- .2 Rio 2"
<br />.t. A , 7/ 4. 7AFCAN ,/
<br />ANo,BT • fY af" 2 1J?•
<br />M YH (-
<br />:h
<br />Kl[AIWE LED 1DCAON
<br />YAr. M3:to
<br />Y• . r ..005HONT.
<br />ALUM. NEW OR
<br />.OW' ], -NiM M SI
<br />1[META,HAT
<br />MITNHBM. r .YE
<br />ram,
<br />/4
<br />WA. CAF
<br />_. ! I 1
<br />L .._ T.., _J. 1 OR
<br />j
<br />cro�'°cwAl[51 1
<br />ILI I
<br />7 LoI 1
<br />VAIM �f 11 -a ©0'®
<br />``'\ 1 �_IIII�� I
<br />_'..r _�. --- -j NNH
<br />/.SUM 44 sLn /O
<br />Follow..WAi�t i w0,
<br />,ure rec JLA. .LCFNe_••I
<br />CASE F (PIANO
<br />SCALE 1/4'.1'
<br />ASE C
<br />(P
<br />LAN)
<br />SCALE 1/0.1-
<br />7r,)2'.on"a1mH 1159
<br />W63-/6 NLOA H:ONI KW ;LI
<br />ANODE WITH Itt' . 1 3/4 I
<br />TAPOON B +a oa
<br />_'L '1
<br />4•.
<br />AwE AMVEt
<br />A• 01P 1 /
<br />�1 l
<br />I,
<br />POURED L-ONCRER, KJINGII'n
<br />KOCH OR 2'•a• wo6D RwIE
<br />REOUITD
<br />S PLAN)
<br />SOLID -SET OR CXK-N
<br />R
<br />eatE eC0Np0mLooc -- "1it"i0 w
<br />a ECO PNamm
<br />remmue
<br />PNRLwt1DE r�we ((9BQ�
<br />6w 7%41 wm Soo DF DPO
<br />FRAME RCOLOU a APPLICABLE
<br />SCHEDULE DN 9AITLTf e.
<br />ID • ,)
<br />., �;.. Y
<br />p�,wsRlFl+
<br />_
<br />2"' VOr
<br />.. (')
<br />w1//
<br />�Ta
<br />RE.AIt I(M ro
<br />WILL (ALL CUT ERR PANEL)
<br />CASE G (PLAN)
<br />SCALE 1/e-l'
<br />VALID FOR DIRECT MOUNT INSTALLATION ONLY A
<br />CERTIFIED PANEL INSTALLATION AT WALLS WJ
<br />SURFACE LEVEL VAAIAT,ONS WITHIN 3/4•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (pAs.fA), AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL nmNSTAL.LATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES I W THRU 4W, ON SHEETS 5 k 7)
<br />awl. A.S.O.
<br />DESALT,
<br />PRESSURE
<br />PU11NG
<br />(PA O
<br />MAXIMUM ANCHHORS SPACING FOR E.D. - AS SHOWN ON SHEETS e a 7
<br />TO
<br />�9-
<br />PANeiY
<br />LEH4TM
<br />t•
<br />(n.)
<br />TAPCON
<br />LAO S CREW
<br />PANFLAMTE
<br />EEYNE ro
<br />PANEIMATE
<br />PIUD
<br />MI000 hlrHO4G
<br />13'
<br />1 J
<br />I]•
<br />13__
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<br />• SEE TABLE 11 FOR VAX. AS.D. DESIGN LOADS At VAX. PANEL LENGTHS WHEN SPACER rs
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. LS.D•
<br />MGM
<br />PRESSURE
<br />(PaATA9'tlC).
<br />MAOANM ANCHORS SPACING FOR Co. - AS SHOWN ON SWAM 6 A 7
<br />APPLICABLE
<br />�°
<br />_ •, ,K,,
<br />of 1Fi�
<br />AIA%IAUM
<br />PANEL
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<br />LfNIV
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<br />• SEE TABLE fl FOR MAX, AS.O. DESIGN LOADS k MAX. PANEL LENGTHS w14EN SNV,CER Is
<br />USED, BONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TABLE
<br />11 A
<br />A.S.D. DESIGN LOAD
<br />Mr LENM l
<br />40 PSF OR LESS
<br />6•-6'
<br />> 40 PSF TO 50 PSF
<br />6•-2•
<br />> 50 PSF TO BO PSF
<br />$'-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE aMALE ID ON PANEL MATE PLUS
<br />ANCHORS k W/ SP$1WYEiMN1/2' O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL(i)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />/.•. i„PcoN _ 9=OURED 1/''• 7APEONO.-- _. NMD POURi.D
<br />"low ♦ 9 OC.- CONCRETE BLOCK ANC,IOR . 9' C. COMCWE BLOCK
<br />t, REOUMED. . - _..
<br />r j'
<br />N
<br />.,I
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<br />II
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<br />A�
<br />,
<br />1
<br />jI •L• W..
<br />I PANEL LENGTH
<br />. :• `• .�---.._. (SEE ELEVATION
<br />I.
<br />Wen. 1 ON swu 12)
<br />l o E..•
<br />mm;lo.u:p
<br />CONCRETE REQUIRED e<DLY1
<br />/4'A PAN T, PLUS
<br />ANC/OR . 12 tn' O.O
<br />SEE WEED 15 r iR MI ANCHORS TYPE r 91VIC1N9 FOR
<br />MlaUA11M1 WHO 1000 F1MIE @LOW=.
<br />II.WIM 44004 SIAACg9w AND IRANIAN OK PGTAOE
<br />AK 01OC91110) ON THEIR SOCOLU. FOR L0. LLM TONI
<br />• ACATm ON ScHm L ROUtt ANCHOR SPAOHO N
<br />"MY= SPAMO COIN ON 90EO1,1IE BY THE
<br />FO LONO FACTORS. FOR DO OFERAIOK TO K HOWL
<br />NEWn 9PACO0 ONA01m USING FACIO!1 PAWL NOT Be
<br />LESS THAN NWAN SPACING ININCATw FOR EACH ANCHOR
<br />TVPE 9N "a 9mcmL
<br />1/''•
<br />1 0.
<br />ARMOR /Wt
<br />.......
<br />IWM
<br />WWAL MOM PMO PLJ
<br />1
<br />7
<br />AiWW_nR O,MY91LI
<br />3
<br />3
<br />3
<br />$,n
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<br />IAt B1BER WIRY
<br />as
<br />7 t/Y.
<br />a' - _.
<br />_ .
<br />-' -
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<br />CONCRETE •LOCK
<br />-,
<br />V
<br />REQUIRED. y
<br />i
<br />aneol
<br />..-____.!
<br />>,,,�.
<br />1/4•0 PANELMAIL ,A>1.
<br />ANCHOR (BEYOND)
<br />WALU "3/8-
<br />BUILDING CODE
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (pa d j AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO CONCRETE A CONCRETE EILGCK STRUCTURES
<br />(VALID ONLY FOR PANELINSTALLATIONS AS PER SECTORS 1 THRU 6. ON SHEETS 4 k 5)
<br />MAX. A.S.O.
<br />OEM
<br />PRATING
<br />MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE etLOIN IAPPLICABLE=rVNB
<br />r
<br />YAXILKIAI
<br />PAWL
<br />LENGTH!
<br />v
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<br />MAx. AS.O.
<br />MICA,
<br />PRkSSURE
<br />WEAK;F�F
<br />6NYReM ANCHORS SPAM FOR PARE LD. PER SCHEDULE BELOWsl�i
<br />PR1OliE
<br />L,
<br />MDmMIL,
<br />PANEL
<br />lt'NGM
<br />(,L)
<br />TALON
<br />SOLb-SET
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<br />DESIGN LEADS k VAX. PANEL WHEN SPACER 5 USED.
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<br />A MAX. PANEL LENGTHS ARE DNA VIWD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS ACW/ SPACER AT 12 1/2. O.C.
<br />- _ ____..... ANCHORS (SEE SECTIONS • ALTERNATIVES ON "XIS 13. 14, To *14) - .. .
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<br />LIFE SAFETY STORM PANEL n ELEVATION (t) '"
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<br />MIOR %..IOR(DA .= I" , RAW amo n+mo 24 GAGE GALVANIZED STEEL STORM PANEL PAR
<br />SECTION A -A 4w_ maLCLOW-PROTEMN PRODUM LLB. D
<br />1,
<br />�,/ CALM S1. R, 511E31
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<br />INSTALLATION
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<br />t. INSTALLATION ARE ONLY VALID FOR A.S.D. DES GN
<br />PRESSURE RATINGS (pAJ) AND PANEL LENGTHS AS
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<br />* I * - : *
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<br />PRDTECTKIII PRODUCTS, �• Awl
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<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.55 OR FAWL
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<br />(VAUD ONLY FOR PANEL(J) INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 A 5)
<br />WEAK. A.",
<br />DESIGN
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<br />REW. NTED;
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