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END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. UFE
<br />SAFETY do E-Z HANG STORM PANEL (1) SYSTEMS
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p-s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANFL Q INSTALLATIONS INTO WOOD STRUCTaS
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<br />taz MET 11 ION *am= 1T" 6 SPACING. no WNAUATOG PRO ,MAW rwa ILRMY
<br />• W MW A STUN MOM AM UNK M WK OWD•IK ML NOMM ON IMa WO ED" MR Lf,
<br />Los DW NOWO ON 304WAE N6DLICE AnM MOM N W WLWM SPOCON OOM ON
<br />SOSOME N M FOLLMM FACMW FOR IIR OPOMTION 70 K POYSIL MOM WOM
<br />ONIAN D VOW A CIOe SNAL, NOT 0E I= 71401 WON" SMOM PnG4f00 IY E CP AN oTl TAPE
<br />ON no WCMEo1Ai
<br />I/a1
<br />I 1
<br />t/O►
<br />,/49
<br />t/4 i
<br />ANCHM TYPE
<br />._1>rca�.. .
<br />-_�./r_'_..
<br />aR1s-Mt
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<br />a IT
<br />Mem,MMe1 W
<br />3
<br />7 /A'
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<br />3
<br />3 ,/r
<br />3
<br />6ANAaO RAS aael
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<br />3102
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<br />J.
<br />r
<br />Op
<br />ow
<br />-
<br />1-
<br />OM
<br />« SPACRpS ONLY W1UD W1R7I SPACW E 115ED. SEE /1 FOR
<br />O ,, I" t MAX. PANEL WHEN SPACER 1S USED.
<br />AKHOOS (SEE SECTIONS AT ALTNtl1AT'NFS ON SHEETS 13. 14. 15
<br />3- MAX. MIA/13. R-2A/13, R-3A/14, Mu/13. R-2B/13. R-311k/14.
<br />M2Aw/1S. R-3AW/16. MTew/1a M2Rw/ts, R-38w
<br />O Or O
<br />O O O O O O
<br />A
<br />DM 30
<br />Dw-u A
<br />A". OEM LARD
<br />tM PAHL
<br />40 PSF OR LESS
<br />6•-8-
<br />31 40 PSF TO 50 PSF
<br />W-2•
<br />> 50 PSF TO 60 PSF
<br />5'-10•
<br />A MAX. PANEL LOOMS ARE ONLY VALID FOR NISYALLATTONS
<br />W/ SOLID SET ANCHORS t W/ SPACER AT 12 1/2• D.C.
<br />r Wac.
<br />I �
<br />L/z
<br />t•
<br />PROUL LENGTH
<br />r-r • r40A -40A P.0.
<br />(W/ OFENIA► MO PANEL LENeIH troll)
<br />Y-r • +GOA -04.0 TI&I.
<br />DNl15N AND PANEL LDIDTH VOLE
<br />aro n
<br />A iA3E Y-r L6N. UNTO, LLtDiH
<br />A ALL NotMralGt
<br />_l
<br />L/2
<br />e•
<br />-aVE1UiHP-•-ayDl - .
<br />Of O LENT M)t AT _i ice. MNO NUT AT '�
<br />Y 1i,Nt LEFT PANEL A/tIIONT PANEL rt ,t45fALUTONS 1NILV VALID FOR W1N10
<br />+' Uw. R-tA 13 R-ZA/13, R-34, R-1B/13. R-2B/13. R-3814, 1' Aw.' SPEED LP 10 L7o rlw.n.
<br />M1 w/15. 11-2AW/15. M3AW/16. Mtew/ia M2111N/13. N-3800/is.
<br />--- ANCHORS (SEE SECTIONS Or ALTOOMTIVES ON SHEETS 13. 14. 15 &10)-
<br />1/4' MAX. GAP
<br />UFE SAFE[ STORM PANEL (1) ELEVATION (t) -�
<br />2.8r SCAN 1/4•+1'
<br />"'- SM10OM PANEL cm OLOM N.1 WAM HILL" � O S1ISTOwPANEL.
<br />p� •.
<br />.Ara•.-----. -_ _-'--- •-_ :_ �.::. *a•_=_ _.__mac: xs.1
<br />1 *
<br />uFE i PAIR .* FLORIDA BUILDING CODE on Nigh VUlwoofty Nu cant
<br />EXTERIOR F' �ORID►• '�� , •e. 24 CAGE GALVANIM) STEEL STORM PANEL
<br />tlta.� •......`NGAI>� bap
<br />LM
<br />SECTION A -A - IL E C O E«6. PROTECTION A
<br />SCALE 1/41.1• '/' / " - rl•i:. _•- -. n., Ili -11.PIa6: (PN)i764 fa9'16M)w-67PP 20•
<br />11,
<br />{ ''. TetoinAA PAaRI
<br />BOLTS * I
<br />`c USE FOR PANEL LEMTH
<br />01Nflt 7 —•i I f
<br />,
<br />ME" PANEL `.
<br />UR SAFi.T�ORM PANEL
<br />-
<br />I
<br />i
<br />.�
<br />S.S. IN)Lcu/��jy
<br />I IAT
<br />I`
<br />_ - 1 -
<br />-- — --
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<br />-
<br />,,-"
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<br />- -
<br />F 7t2f r10TC/1E8 Ai_§fllo- j
<br />-
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<br />l6FATiDN •LEE sAtTY"
<br />PA EL BOTTOM CORNERS r-
<br />: O -
<br />i
<br />! 'L• No
<br />e PAN& LENGTH
<br />.,._..._.._.� (SEE H1
<br />f� SHUT
<br />T2
<br />ON it)
<br />1._
<br />-w TOM
<br />PLATE ..
<br />WEOUtlsD
<br />WALL MW
<br />WALE 3/11.9-M
<br />EiigS:
<br />1. INSTAUATION ARE ONLY VALID FDR A.S.D. DESIGN
<br />PRESSURE RATINGS (P•a.f AND PANEL LENGTHS AS
<br />PER ELEVATION ON SN iL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.5E OR EQUAL_
<br />I I
<br />1
<br />N
<br />p
<br />r'.
<br />I OM66FM rN1n �
<br />EL LEN N PANEL ELEVATION11111
<br />„O ON vent, 12)
<br />(
<br />1
<br />L/2
<br />1
<br />1 -
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<br />14Y iAPCON r.4• WOQD ,
<br />S r aC PLATE
<br />NEOUKD
<br />Ea.I, nA '
<br />,,NAA...h-
<br />v ".
<br />PANEL LvwTN
<br />(SEE artoolm
<br />ON SHM 12)
<br />I
<br />1
<br />'Co~NOI ra
<br />19 t 0.,
<br />0 12
<br />J4. TAPCON
<br />ANCIIOe • r O.C.
<br />MAXIMUM A S DESIGN PRESSURE RATING (n.B.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHML F FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE AI CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL Q INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 t 5)
<br />MAIL AAA
<br />PNNSMME
<br />TooA
<br />MAMN NIC"M SPACaW FOR MIN EDL PER 60E3441 RBGW
<br />APUOAKI
<br />R
<br />NAaaaw
<br />LOg1N
<br />cry.)
<br />MAX, AS.O.
<br />PRESSURE
<br />RATING
<br />P.A.,A
<br />M IMUM ANCHON SPAONC FOR Nat E.O. PER SOamUIE eEL011' To
<br />APPLICAKEDESOON
<br />a
<br />NAAa111Y
<br />LENGTH
<br />(A')
<br />TAPOON
<br />aOUD- Y
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<br />10
<br />70
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<br />F.A
<br />24 GAGE GALVANM STEEL SRAM PANEL oRWN P'
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX.A.S.D. STALE OF A4
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