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<br />TOP c BOTTOM MOUNTINGS CAN RE
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<br />(GLOBAL PROTECTION PRODUCTS, TIC.
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<br />SPACING SCHEDULE FOR REGULAR 57QRM PANELS ,1 '' AE 1A, INSTALLATIONS
<br />INTO EXISTINQ N C-ONCR.EIE Ds CCCRET BLOCK STj�UCTUBES
<br />(VALID ONLY FOR PAf4ELs 0a, Q wsTALLAT*N5 AS PER sEuow, T TOW 10, ON SK-ETS 4, 5 k 6)
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<br />55.0. . G / / / i f / / / / f N/ 6 (TOP, BU OAtA '-6 O t I'-2'
<br />' N/A I N/A N/A NfA N/A N/A N/A N/A 6 ,/4' 6 1f4- 6 1/4• 6 1/4' A. D, 11 (TOP) -.
<br />3A. -44.0 6' 4' N/A WA N/A WA N/A N/A 6- 6" 6 1/4" 6 1/4" 8 (BOTTOM)
<br />CAI LESS12'--' OR LE.'s5
<br />4' / 1 4' 1/4-
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<br />N/A WA N,'A N/A NfA N/A N/A N/A L. t/4• 6 1/4' 6 1/4• 6 1/4• IO {BOITDY)
<br />SEE 1AU"M tot 11 AND 17 TO ANC rME A SikW= MR &W-ALAWNS WO loco F%MlE SLLLOIA7
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<br />NO 4167
<br />FLORIDA BUILDING CODE (Nigh Velocity NMTT'fecee Zone
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<br />rj� Ada "�-ftis�rwc-A eNr rrilu:io sr,.,�w. EA.`- n. 11a,R 20-176
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<br />INSTALLATION DETAILS FOR REGULAR PANELSa A &A
<br />INTO EXISTING WOOD STRUCTURES
<br />__-_- ... ...Y _- N
<br />I4-IO PANEL4K7E Ptlrs */,1.-tO PAFELMAlt PLUS - t1 10 PAAiU4ATE PL65
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<br />0 PAhFLAWTE Pi4A9 - -. PI,/'Tff,
<br />PIET`ARKEiI - REQUIRED REOWAEO t *NDWE AAIu- At
<br />6 iJ.' OC Mf 7/b' I 3A�ER,Otr. mi �/.TE
<br />f. Tt4TiADED PENETR\l1aM 6 I MID
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<br />$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
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<br />Op0 FRAME CONSiRLK11,ON W000 MEMBERS To BE SOU 14SN
<br />W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
<br />COhalf NOR COMBMUTKN OF SECTNSMS
<br />P k BOTTOM L(O:Ih SINGS CAN BL
<br />OMBINED IN ANY WA• TCl SUIT ANY
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<br />04167
<br />L1M� �r9owiry4.l0A7E
<br />FLORIDA BUILDING CODE (N. h Velocity Nxcone Zone
<br />IT='a'W0" PK` 20 GAGE GALVANIZED STEEL SIORN' PANEL
<br />aRaW «
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<br />IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
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<br />1 INTO EXISTING WOOD STRUCTURES
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<br />/FLMIR LOC
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<br />Virtual Re New Assist, Inc.
<br />Plans review c pleted and approved
<br />far Compliance wit the 2020 FBC 7th Edit an
<br />--- TIE Debra A e Klahr PX2300
<br />? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
<br />'N e202;f NIraL. K. IP
<br />x 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />SPACING SCHEDULE FOR REGULAR 57QRM PANELS ,1 '' AE 1A, INSTALLATIONS
<br />INTO EXISTINQ N C-ONCR.EIE Ds CCCRET BLOCK STj�UCTUBES
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<br />FLORIDA BUILDING CODE (Nigh Velocity NMTT'fecee Zone
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<br />? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
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<br />ED tM T1YIN t&DITM CN SO.116LE KOOCE ANsitCe WIC.O RI tLI TIPLrA,O SPAONG
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<br />00
<br />oi
<br />a ��T`•M...I.IQJ✓Sys
<br />PsaP•'',,aCENSF'.A
<br />No. 44167
<br />•` ie
<br />�''�• # :- E FLORIDA BUILDING CODE (Nigh Velocity Hurrican4 Zone
<br />e K
<br />y� fY
<br />!. . 20 GAGE GALVAN(ZCD STEEL STORY FANEL
<br />S i
<br />m 71Jm7o
<br />"'I*wr.,.rrllx` - IL� .«c `L GLOBAL PROTECTIONPRODUCTS, LLC.
<br />.Roo It. S, SINL[r �---_
<br />^•? rl,y,r rrsltwoh rf16149 t'OWANT yMe• °L14 20-176
<br />.. Par arRarA sT.M ,A•KN- (15•ree4-17.5, cA. (65.),Ie7•eTfT
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<br />e- A4 « PA rR-,
<br />floyT SHETi ,. a Y
<br />MAXIMUM A,.SLD• DESIGN PRESSURE RATING i-D.s.I j AND C. RRRESPO,NDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR 57QRM PANELS ,1 '' AE 1A, INSTALLATIONS
<br />INTO EXISTINQ N C-ONCR.EIE Ds CCCRET BLOCK STj�UCTUBES
<br />(VALID ONLY FOR PAf4ELs 0a, Q wsTALLAT*N5 AS PER sEuow, T TOW 10, ON SK-ETS 4, 5 k 6)
<br />-.. ,.,...TA _. ro W TO Tp , LO .. 1 -P .
<br />t+AM1,fA1 MAKINIM ANUIORS SPACNa MR LD.. S 1/2• •• _. -
<br />A.3.Q DESKN IAPCON P TAP-Wi CWL-N PMLLAiA:[ R11P11 O { ►AI4t3lM,YE PLUS •_._-•-. 9RO SET AiMYxA a2 O
<br />PRCSSUR[ - I - - - - - W C0643 f • Loam
<br />ARE,
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<br />FLORIDA BUILDING CODE (Nigh Velocity NMTT'fecee Zone
<br />" 20 FEE GALVANIZED STTYL STORM PANEL rP
<br />ITMMN «:
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<br />rj� Ada "�-ftis�rwc-A eNr rrilu:io sr,.,�w. EA.`- n. 11a,R 20-176
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<br />INSTALLATION DETAILS FOR REGULAR PANELSa A &A
<br />INTO EXISTING WOOD STRUCTURES
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<br />I4-IO PANEL4K7E Ptlrs */,1.-tO PAFELMAlt PLUS - t1 10 PAAiU4ATE PL65
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<br />M4G r— "1.ODD HIE.M Y'_. x` - EYnMC 11000 NfAOER REMVIED f rAtErK WORD MEADIM
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<br />$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
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<br />W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
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<br />P k BOTTOM L(O:Ih SINGS CAN BL
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