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<br />W:TIIl� T111E 4W
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<br />NLTIESi
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +56.5, -72.0 P.e.f. AND PANEL'S LENGTH UP TO W-B`.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO K SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENS" OF 0.55 OR EOWL
<br />TOP A: BOTTOM MOUNTINGS CAN K
<br />COMBINED IN ANY WAY TO SLIT ANY
<br />INSTALLATION.
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<br />INSTALLATION - SECTLON MW
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<br />FT.ORIDA SULLDINO CODE (Hioh V•IeoNV Hurricane I
<br />00110a7I NIaOa Oak"" APOOK MR OOIOKIL ANCHM m scmmw a OQT 14,
<br />raR WNOD KRDa to Ke1,oN a 11,61 n
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<br />• (7 i I I LOCATION OF LIFE (9f[ NONE ,BELOW)
<br />L.. KWAAR PANELS W/ On -"'----_--I- Swm PAAWl
<br />W/o REOLAM TRACKS ) / ----- ISSN Tart t
<br />CONCRETE MICHM(SEE umm" w _ . �1/ •... r / J.. i. lRp��� KL07O In SALAST FETY
<br />@_mPf*MX09 N� ASSHLL
<br />SWEET 14) PO,Nm OWROWIT V"4 T �Kr.01010 W0 1 A=
<br />�'' NNEONIRto OWIICKIIL aaH0111 1•J a �IiTALLia a Itt3laAm FROM eIbEE
<br />TURE
<br />"m �; ,.) �A ELEVATION
<br />WALL AND FLOOR YOU WALE 3/xi'-1'
<br />SECTION 1 SCALE: 3/B' - I' -SECTION 2 SCALE: 3/6' - 1' ,/•' M. ow ®®a 1 • T • ,/• M...
<br />OAP
<br />NON Let SAEM WOW PNIF1 SYSTEM IMSTAL,ATION - --
<br />,. LIFE SAFETY SIM PANEL CAN K LOOM AS AN END PANEL (FIRST OR LAST OR Af INTERIOR PANEL. (ANY PANEL LOCATOR B[7WEEN PANEL) 1 r AnaOR Nv6s. GIL/DeWE 1aoO0I1
<br />LIFE &ARTY PANELS ILLY OR MAY NOT K INSTALLED ADJACENT m RCW PANELS EK MtE ,) p On Nyaa
<br />(W/ OR W/o REGULAR TRACKA) Aa ION 1)
<br />2. UFIE sA/[Tv PANEL COMM OF O.QT9. OKVAWED STEEL STORM PANEL AS SECTION B-B
<br />PER rnIf+DN■rT SLEET 2 Or GROWING. SCALE 3/32•-,•
<br />im PAtEL ITSELF m K REMOVED OR IN■TALLED FROM THE "M Or
<br />STRUCTUEE.
<br />3. UK SAFETY REq M TOP TRACK m K COMPONENT 4DA BOTTOM TRACK TO A'TlA4/T
<br />BE AS P[R fi1ffT 2 Or THIS DRAMMIO, f`QL ,.:.....,, •'_
<br />COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOUOW'INO 9ECOON& I A : •'(.1:N L1„ ' • .
<br />2 oN TINS AS WELL AS DETAILS T A 2 ON SHEET 14. J •'C
<br />4. Mb. LD49TN FOR COMPONENT®I& W. FLORIDA BUIlOWO CODE W h Y Hurricane lam
<br />Net ANCHOR SFVCMa NOR COMPONENT ®ANCNNOItTOE AT BOTTOM ■ GIVEN ON �• * ,mfl R1aLA s.L 20 OW 04VAMM STEEL R M PANEL W»I en
<br />SCHEDULES A 2. SLEET 14.
<br />COMPONENT NAY
<br />K PERMANENT Olt REMOrABLE. PRODUCTS. r1/N/KEa
<br />S. SEE DETALS FOR NWALLATON Tao ROOD FRAME ■ILDIGS ON SHEET ts. 90 •. as .. IL ECO LMC. GLOBAL PR W1 YPODw'w LLC. om
<br />A SEE SHEET 4 FOR DETAIL AP►LICANE m THE NECESSITY TOR THE MWALLAT10N a 20-176
<br />CPYE ti SIA,•
<br />SPACDRS AT TRACKS OWALED ADA" AND BEYOND m STUCCO/W000 IMIM. S ••N Al � N,.,.5 - N P11Ca1 pe4),r-1NL nM pN)rw-.»7
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<br />MAXIMUM
<br />A.S.D. DESIGN PRESSLIE RATING .m.f) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH WLW SCHEDULE
<br />"W ONLY rOR A •■DWLA7Ol1t A9 PER sECT1INs 1 71MU 1a am f1EEp 4. B At 6
<br />MAXIMUM A.S.D.
<br />• NAM W/ 1/4'a-/Wt• 11 ILI A aaaon R wmw r ommu Or IWLL
<br />DESIGN PRESSURE RATING .E.f.) AND CORRESPONDING
<br />MAXIMUM
<br />ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORM PANELS n & Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />COW ONLY FOR PANELS IOA ©OgftL4MO AS PER SIC/IONS I THOU 7. ON 91Q17 4 A 5)Ia
<br />To
<br />'
<br />'
<br />VGEN •
<br />FLOMDA
<br />OWLDBEO CODE (With Velocity mu me lone
<br />No. 4167
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<br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-6'.
<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 />TOP A BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />INSTALLATION DETAILS FOR REGULAR
<br />PANELSCb
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<br />1 w O. ANCHOR
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<br />L_,•�' y Pa 112 TOR
<br />1L''LINo""cP�D
<br />DETAIL 2 : FLOOR MOL NG INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />WA& 3/tr - 1-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.N.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH WLW SCHEDULE
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<br />TO
<br />OOtlall[
<br />WON
<br />aD,I•eNAtIOR
<br />6r TAIL
<br />LOOM 1 fN�i.)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6•
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />r
<br />6•
<br />6'
<br />6•
<br />6-
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />0•
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />S•
<br />N/A
<br />S•
<br />N/A
<br />N/A
<br />N/A
<br />2 (60TION)
<br />SDA, -72.0
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />B•
<br />N/A
<br />6-
<br />N/A
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />3 A 4 (TOP)
<br />>r-6- To 6'-r
<br />OR LESS
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6'
<br />67
<br />6•
<br />6'
<br />WA
<br />N/A
<br />3 (BOTTOM)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />0•
<br />N/A
<br />N/A
<br />N/A
<br />?(TOP)
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />6•
<br />6`
<br />6'
<br />6•
<br />6•
<br />6•
<br />N/A
<br />N/A
<br />4 A 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4•
<br />12 1/2-
<br />6 1/4-
<br />6 1/4•
<br />6 1/4•
<br />6 1/4-
<br />6 1/4•
<br />N/A
<br />N/A
<br />5 (TOP/9OTTOM)
<br />60.0, -B3.3
<br />N/A
<br />N/A
<br />12 i/2'
<br />6 1/4'
<br />12 1/2-
<br />0 1/4•
<br />6 1/4•
<br />6 1/P
<br />6 1/4'
<br />6 1/4•
<br />N/A
<br />N/A
<br />6 (TOP/WrTOM)
<br />-6- TO 11'-r
<br />56.0. -72.0
<br />N/A
<br />N/A
<br />0 1/4-
<br />N/A
<br />6 1/4•
<br />N/A
<br />6 $/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (TOP/WTTOM)
<br />-6' TO IV-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 />0 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4•
<br />6. 9. 10 (TOP)
<br />43.B, -46.0
<br />6-
<br />41
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6-
<br />6 1/4•
<br />6 1/4-
<br />6 (BOTTOM)
<br />12'-4. OR
<br />ON LESS
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />r
<br />6 1/4'
<br />6 1/4-
<br />9 (WrroM)
<br />LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />h/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/1'
<br />6 1/4'
<br />6 1/4•
<br />0 1/4'
<br />10 (BOTTOM)
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<br />TWO .NOIOWED 00 SOMU 6EOUOE ANCHOR WO NO /'I WUfLYK mmew SHOWN Ow SONCOLLE or
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<br />OINL TIN K UEIs DINI WORN 9NCIW IDr/Mm FOR EACH AWOHOA WK AT AMM LEGEND
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<br />iNsTALLATION DETAILS FOR REGULAR PANELS(b & dA
<br />INTO E'XiS/TING WOOD STRUCTURES
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<br />1. INSTALLATIONS FOR ALTERNATIVES 6W. OR A IOW ONLY VAUD FOR NNNIINrNH
<br />P& MIOS WITH A.S.O. DESIGN LOAN UP TO +43.6. -4B.0 P.S.T. AND p• TI(�
<br />PANEL'S LENGTH UP TO 12'-4• •��......... /T
<br />L FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO K SOUTHERN !�'; •• ✓
<br />PINE NO. $ W/ SPECIFIC DENSITY OF O.SS OR EQUALNOTE FOR effigmAnom gL'jumm .LJ0C • •�
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<br />COMBINED IN ANY WAY TO SlM ANY �%"�••. - _ --
<br />- Mx PANEL LENCIN
<br />/sy-Sal• y, (SR NNE 1)
<br />I
<br />m!; 11.;, 45 i• I
<br />INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />I 10 oA INTO EXISTING WOOD STRUCTURES
<br />r �
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<br />Q
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<br />J
<br />SHEET NO.
<br />SH 1.1
<br />
|