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<br />SCALE 1/4•-1•
<br />1.0
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<br />OVERLAP BEYaNO
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<br />X . B.O. DISTANCE
<br />CASE E (PLAN)
<br />SCALE 1/4'.1'
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<br />CASE B ( LAN) CASE C (PLAN)
<br />SCALE t/4'.r SCALE 1/4'-1"
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<br />VALID FOR DWELT MOUNT PWALLATiW ON A
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<br />CERTIFIED PANEL INSTALLATION AT WALLS w/
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<br />SURFACE LM W MIIONS WITHIN 3/4•
<br />MAXIMUM ♦ ! n DESIGN PRESSURE RATING (p s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL 1QINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 14 7)
<br />VAX. A9.D.
<br />DESIGN
<br />PREM%tGE
<br />(P.A.0
<br />MAXI MHI ANCHORS SPACING FOR E.D. - AS SHOWN ON BEEioljr-
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<br />• SEE TABLE /1 FOR APEX A.S.D. DESIGN LOADS k MAX. PANEL W40MS WHEN SPACER" 15
<br />USED. CORRESPONDING ONLY TO ALTERWE 2W ON SHEET 6
<br />NAIL AS.O.
<br />Dam
<br />RATING
<br />(PAI.)
<br />MIUOMUN ANCHM SPACING FOR CO. - AS SHOW ON REELS E A 7
<br />APKC48LE
<br />To
<br />ALTERNATIVES
<br />t ANT'
<br />OF THEM
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<br />• SEE TABLE f 1 FOR WX A.S.D. DESIGN LOADS A MAX. PANEL LENGTHS WFIEN SPACER ® IS
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<br />ASA DESIGN LOAD
<br />MAX"m Pma
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<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />w/ PANEL MATE AMALE ID OR PANEL MATE PLUS
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<br />6'-2•
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<br />5'-10•
<br />A MAX. PANEL LENGTHS ARE VALID FOR INSTALLATIONS
<br />W/ SOUD SET ANCHORS t W/� SPACER AT 12 1/2" O.C.
<br />(SEE SECTIONS a
<br />^`--- _..---- - ..- R-tA/T3�, HR�-� �1,�A.1ElSATMS ON 9KE1f tJ. 14.15
<br />it/13. R-i9/1.Y. R-�/14,
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<br />- - - -- - - - ------ - -- _ - 1— — 1-
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<br />i
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<br />,
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<br />�(
<br />I , NAVEL 90TR,N CORNERS
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<br />1 Woo NUT AT I4E 31M/0 NUT AT
<br />MAX LEFT PANEL ACTT PANEL ]• - t NSTA ATIONS O/AY w,uD FOR wIa
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<br />R-LAW/1S• R-2AW/ib. R-3AW/16. R-TRW/iS, R-28W/15, R-3BW/16. - ----,/4.
<br />(SEE SECT,WR A ALITINATI4ES ON SHEETS 13, K 15
<br />tR12. 00
<br />LIFE SAFETY STORM PANEL I'1i ELEVATION (t)
<br />SCALE I/4•-)'
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<br />I. INSULLATION ARE ONLY VALID FOR A.S.O. DESIGN
<br />PRESSURE RATINGS P.O., AND PANEL LENGTHS AS
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<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF OAS OR EQUAL
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<br />(VALID ONLY FOR PANEL(DowAuAms AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5)
<br />MAX A.S.O.
<br />DESIGN
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<br />9'
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<br />7 1/2•
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<br />9 IR'
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<br />13'
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<br />9 1 4.
<br />6 , 4•
<br />S 1/4'
<br />6 / C
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<br />9 , 4'
<br />4 (Wff.••
<br />4 1/4'
<br />9 1 4.
<br />6, 4'
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<br />pL WQT 11 IN MCMM TYK a MAOWO NOR WONA M M10 1K0 /MIN N&MM
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<br />6'-e•
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<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />W-101
<br />A MAX. PANEL LENGTHS ARE VALID FOR NSTALLATIONS
<br />W/ SOUD SET ANCHORS ! w/ SPACER AT 12 1/2- O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL n
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />TOOK DOINGS ARE NOOATED ON nIW
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<br />INSTAUATION MAILS FOR UFE SAEETY PANEL (1)
<br />INTO WOOD STRUCTURES
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<br />REQUIRED j �•. i1 i T� /4y PAN6'LMATE PINS RlDIIREO I '` I '.i I . 7/CA PALE ARISE PLI/S
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<br />INSTALLATION
<br />DESIGN PRESSURE RATINGS (P.A. r AI PANEL �0:• /'[OR _.. L PROTECTION PRODLICIS. LLCM
<br />SHEET IL ECO ING. p oft
<br />LENGTHS AS PER ELEVATION ON 12.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD SIONA1. •IDA L. al a114
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<br />MEMBERS To BE SOUTHERN PINE No 2. W/ SPECIFIC NANMN,M11M1 ( A~,.: 4n NM . P- :; n19ND (.N)RW_INL AM Oet)Ke.am
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