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<br />A1p(p SCALE t/{'� DETAIL pGLL 1H'-+' 'p1N U9wq � t '
<br />MULLION SCNEQULESPAN crit) TIME VULUON
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<br />SCALE 3/a-1•
<br />NOTE. MULLION CM UCA AM K INSED W/O STORM P01NELS ON TOP
<br />OR WrYCM m THAT IT 15 LOCATED AT TOP M 90110M OF OP011lr.
<br />(ONE PANEL OPENING •/ TUK TOP a 90TIOY1
<br />INSTALLATION DETAILS FOR REGULAR PANELS0 & CiA
<br />INTO EXISTING WOOD STRUCTURES
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<br />YISTLLLATMJII - LLTERMATIVE 2W (SECTION AT TOP 6 UNITED TO +55.5-67.0 MAX. SOME• 1/4' . 1-
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<br />,SLIM, 1NI awl. 1/1• - 11
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS A 71(�/!
<br />UP TO +55.5. -72.0 P.Lf. AND PANEL'S LENGTH UP TO B•-B'. vCEN ''• FLORIDA BUILDING CODE NI h Velocify Nurrlcane Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FP
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL No 4167 ': s O70i0 "'•m' •� 20 GAGE GALVAN CED STEEL STORY PANEL o1Mr, ir.
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<br />TOP k BOTTOM MOUNTINGS CAN BE Ar FI RIG►' :' �'?!"�-si • A aNc FL »n-
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<br />(� SAW;1.) ELEVATION
<br />WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1•
<br />- SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .�
<br />NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N�
<br />IMP
<br />I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - --
<br />OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff.,
<br />LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS
<br />SIX
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<br />BRBIWBIB)NIBe MEMONWww"0/BIII'�
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<br />2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B
<br />PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I'
<br />THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF
<br />STRUCTURE.
<br />3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r
<br />K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(�
<br />1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._.
<br />THIS 2 ON SHEET 14.
<br />F MLA. LENGTH FOR LOYPONEM W 6 15'.
<br />Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I
<br />SCHEDULES t 2, SHEET t{. T * :•
<br />COMPONENT MAY K PERMANENT OR REND IVI E All
<br />.•C�L_ - /1
<br />S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15.
<br />6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np •
<br />SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a
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<br />MAXIMUM PANEL LENGTH 'L' SCHEDULE
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<br />.142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7
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<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
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<br />PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L)
<br />FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W
<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
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<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
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<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
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<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
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<br />ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM
<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
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<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
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<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
<br />- , ,/i TAe /petR/T10N
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<br />,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS
<br />PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1'
<br />Tt/a{AOm ISNLTMIIM ro a0D0
<br />run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1
<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
<br />+ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION
<br />'� o'•, � a' �TIL E�T CO FN�.
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<br />AND FLOOR MOUNTING INSTALLATION FOR
<br />SPLIT PANELS
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<br />SPILT STOR1l_p�1NE
<br />SECTION Y-Y Jp� --_$�, ELEVATION
<br />A1p(p SCALE t/{'� DETAIL pGLL 1H'-+' 'p1N U9wq � t '
<br />MULLION SCNEQULESPAN crit) TIME VULUON
<br />1qa. TeAtIDN KOUtem Mn.
<br />/ + w yen • ..1w.Fp
<br />aan AFaoRIL� 7774'
<br />• a N �J--- /IIKr
<br />• ePN/f WLIO i0R,t9_DhDA[SION/PRESSURE MT61C
<br />SECTION 1
<br />SCALE 3/a-1•
<br />NOTE. MULLION CM UCA AM K INSED W/O STORM P01NELS ON TOP
<br />OR WrYCM m THAT IT 15 LOCATED AT TOP M 90110M OF OP011lr.
<br />(ONE PANEL OPENING •/ TUK TOP a 90TIOY1
<br />INSTALLATION DETAILS FOR REGULAR PANELS0 & CiA
<br />INTO EXISTING WOOD STRUCTURES
<br />N/IM w Fxel . r�� _ IaeY�.-w w�•n - � - - t •� v� �•�sc
<br />W aiM aP1 MOId -
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<br />INIVALLATICIN ALLIVE 3W iRx ili,T ee I :'
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<br />f NSTALLATIOM - ALTERNATIVE S W LIM
<br />is Fe•+,MrwP AlSaiilA ,PIF ion eaa ... _ - -_.::
<br />BOAR: 1/1' - 1'
<br />CEILING Nk FLOOR MoLRi[INfi WALL ! FLOOR MOUNTING
<br />IPISTAlLT10N - LLTEBSLTIYE AW INSTALLATIONS - ALU3NATNE SW
<br />YISTLLLATMJII - LLTERMATIVE 2W (SECTION AT TOP 6 UNITED TO +55.5-67.0 MAX. SOME• 1/4' . 1-
<br />AS-D. DESIGN PRESSURE PAT=)
<br />SCALE' 1/{• . I• MILL' 1/{• • (•
<br />Ta• qpr
<br />KOMI
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<br />Nam{ •�
<br />NINUN I.LwJAilie10IN - .SECTION AM
<br />,SLIM, 1NI awl. 1/1• - 11
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS A 71(�/!
<br />UP TO +55.5. -72.0 P.Lf. AND PANEL'S LENGTH UP TO B•-B'. vCEN ''• FLORIDA BUILDING CODE NI h Velocify Nurrlcane Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FP
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL No 4167 ': s O70i0 "'•m' •� 20 GAGE GALVAN CED STEEL STORY PANEL o1Mr, ir.
<br />* � mropr
<br />NDTE FOR COMBRMI,ON OF SECTIQxs: ST E OF �. �� IL E C O INS. GLOBAL PROTECTION PRODUCTS, LLC. LLC. am•Q _
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<br />TOP k BOTTOM MOUNTINGS CAN BE Ar FI RIG►' :' �'?!"�-si • A aNc FL »n-
<br />I R.. a. +F6.e w Ia•T nNR1[: (awNw-TEFL Fug Nw7w-on 20-176
<br />COMBINED IN ANYWAY TO SUff ANY FSS/0 Al G w av:m000nu �m '•' . �,n r OKOW IN,
<br />NY
<br />INSTALLATION. fAl/Ra'MII1A[/a1W INLIaI A .A,• ►.c •+r iMNRr w er M
<br />WNOEn ANDCM CONCRETE ARC OM
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<br />AI LIFE SE LOf:ATION
<br />AREA M NO LIE SAFETY PAl1OJ -J ON LSE SAFETY PANEL 4.
<br />I LOCATION a LIFE TOLE NOTE ,BFLOIn
<br />•' I CaM - -. 1• P[DUTAR PANE SIIE PMwL1 -'A GT
<br />KALAAR
<br />roMCNM AMC/DRS _ _.._ , �• - _- / eElow) • LIFE i � s�61w°BE P !L. OOPPEENING�SIMJL
<br />W/o
<br />(SEE =�� •N $�� A•A75 K FlRONIOr w REM IIAA10lE
<br />61Rn '•) I.aam w1M:RER-� �A'cSNolls"aN) ro fIICIUTAtE aa:rxuriw I tTalOED
<br />CSC'- ° co mn NMneMJ �,• TO M REMOVED FROM IMW
<br />(� SAW;1.) ELEVATION
<br />WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1•
<br />- SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .�
<br />NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N�
<br />IMP
<br />I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - --
<br />OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff.,
<br />LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS
<br />SIX
<br />R��RS ��RR�)•
<br />use
<br />I
<br />f
<br />BRBIWBIB)NIBe MEMONWww"0/BIII'�
<br />(w/ OR W, REOUAR TRACKS.)
<br />2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B
<br />PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I'
<br />THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF
<br />STRUCTURE.
<br />3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r
<br />K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(�
<br />1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._.
<br />THIS 2 ON SHEET 14.
<br />F MLA. LENGTH FOR LOYPONEM W 6 15'.
<br />Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I
<br />SCHEDULES t 2, SHEET t{. T * :•
<br />COMPONENT MAY K PERMANENT OR REND IVI E All
<br />.•C�L_ - /1
<br />S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15.
<br />6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np •
<br />SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a
<br />Pl >rA✓sRN.tur/aR a-aoo6m
<br />VA.=dT Ale. A A al b.
<br />DR ..
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'L' SCHEDULE
<br />011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note
<br />.142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7
<br />P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7
<br />-rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6
<br />••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID
<br />• KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL
<br />IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At
<br />MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO
<br />DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa
<br />Ain CMMPKrO.
<br />LONIM i' (IL)
<br />PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L
<br />FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW
<br />I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP)
<br />6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM)
<br />r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M)
<br />r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow
<br />H62 -no r WA WA N/A r N A r N/A r R,A
<br />7'
<br />on LESS / 2 A . (10P) -4' OR LESS
<br />r r N,A M/A e• r r r a• r J teotTaTN)
<br />IT' N/A OVA N/A r MIA • RH e' NM 7 (lap)
<br />or a• WA "/A a• e r 6' r 4 A 7 (earlm0
<br />WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw
<br />EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp
<br />WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS
<br />% W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w
<br />eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR
<br />OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO.
<br />vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61
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<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
<br />((/2 1 2
<br />lb PAtO.Crl.)
<br />122 Mgt -ON EV ENI INVIENNE11% �
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<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
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<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
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<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
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<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
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<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
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<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
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<br />INSTALLATION
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<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
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<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
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<br />SECTION 1
<br />SCALE 3/a-1•
<br />NOTE. MULLION CM UCA AM K INSED W/O STORM P01NELS ON TOP
<br />OR WrYCM m THAT IT 15 LOCATED AT TOP M 90110M OF OP011lr.
<br />(ONE PANEL OPENING •/ TUK TOP a 90TIOY1
<br />INSTALLATION DETAILS FOR REGULAR PANELS0 & CiA
<br />INTO EXISTING WOOD STRUCTURES
<br />N/IM w Fxel . r�� _ IaeY�.-w w�•n - � - - t •� v� �•�sc
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<br />BOAR: 1/1' - 1'
<br />CEILING Nk FLOOR MoLRi[INfi WALL ! FLOOR MOUNTING
<br />IPISTAlLT10N - LLTEBSLTIYE AW INSTALLATIONS - ALU3NATNE SW
<br />YISTLLLATMJII - LLTERMATIVE 2W (SECTION AT TOP 6 UNITED TO +55.5-67.0 MAX. SOME• 1/4' . 1-
<br />AS-D. DESIGN PRESSURE PAT=)
<br />SCALE' 1/{• . I• MILL' 1/{• • (•
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<br />NINUN I.LwJAilie10IN - .SECTION AM
<br />,SLIM, 1NI awl. 1/1• - 11
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS A 71(�/!
<br />UP TO +55.5. -72.0 P.Lf. AND PANEL'S LENGTH UP TO B•-B'. vCEN ''• FLORIDA BUILDING CODE NI h Velocify Nurrlcane Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FP
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL No 4167 ': s O70i0 "'•m' •� 20 GAGE GALVAN CED STEEL STORY PANEL o1Mr, ir.
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<br />TOP k BOTTOM MOUNTINGS CAN BE Ar FI RIG►' :' �'?!"�-si • A aNc FL »n-
<br />I R.. a. +F6.e w Ia•T nNR1[: (awNw-TEFL Fug Nw7w-on 20-176
<br />COMBINED IN ANYWAY TO SUff ANY FSS/0 Al G w av:m000nu �m '•' . �,n r OKOW IN,
<br />NY
<br />INSTALLATION. fAl/Ra'MII1A[/a1W INLIaI A .A,• ►.c •+r iMNRr w er M
<br />WNOEn ANDCM CONCRETE ARC OM
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<br />AI LIFE SE LOf:ATION
<br />AREA M NO LIE SAFETY PAl1OJ -J ON LSE SAFETY PANEL 4.
<br />I LOCATION a LIFE TOLE NOTE ,BFLOIn
<br />•' I CaM - -. 1• P[DUTAR PANE SIIE PMwL1 -'A GT
<br />KALAAR
<br />roMCNM AMC/DRS _ _.._ , �• - _- / eElow) • LIFE i � s�61w°BE P !L. OOPPEENING�SIMJL
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<br />(SEE =�� •N $�� A•A75 K FlRONIOr w REM IIAA10lE
<br />61Rn '•) I.aam w1M:RER-� �A'cSNolls"aN) ro fIICIUTAtE aa:rxuriw I tTalOED
<br />CSC'- ° co mn NMneMJ �,• TO M REMOVED FROM IMW
<br />(� SAW;1.) ELEVATION
<br />WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1•
<br />- SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .�
<br />NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N�
<br />IMP
<br />I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - --
<br />OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff.,
<br />LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS
<br />SIX
<br />R��RS ��RR�)•
<br />use
<br />I
<br />f
<br />BRBIWBIB)NIBe MEMONWww"0/BIII'�
<br />(w/ OR W, REOUAR TRACKS.)
<br />2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B
<br />PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I'
<br />THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF
<br />STRUCTURE.
<br />3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r
<br />K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(�
<br />1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._.
<br />THIS 2 ON SHEET 14.
<br />F MLA. LENGTH FOR LOYPONEM W 6 15'.
<br />Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I
<br />SCHEDULES t 2, SHEET t{. T * :•
<br />COMPONENT MAY K PERMANENT OR REND IVI E All
<br />.•C�L_ - /1
<br />S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15.
<br />6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np •
<br />SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a
<br />Pl >rA✓sRN.tur/aR a-aoo6m
<br />VA.=dT Ale. A A al b.
<br />DR ..
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'L' SCHEDULE
<br />011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note
<br />.142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7
<br />P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7
<br />-rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6
<br />••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID
<br />• KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL
<br />IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At
<br />MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO
<br />DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa
<br />Ain CMMPKrO.
<br />LONIM i' (IL)
<br />PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L
<br />FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW
<br />I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP)
<br />6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM)
<br />r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M)
<br />r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow
<br />H62 -no r WA WA N/A r N A r N/A r R,A
<br />7'
<br />on LESS / 2 A . (10P) -4' OR LESS
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<br />IT' N/A OVA N/A r MIA • RH e' NM 7 (lap)
<br />or a• WA "/A a• e r 6' r 4 A 7 (earlm0
<br />WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw
<br />EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp
<br />WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS
<br />% W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w
<br />eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR
<br />OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO.
<br />vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61
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<br />'�' Au UNDMJ UP IV r-r Ma
<br />DIRECT IAM
<br />SCALE 3/6-1-
<br />INSTALLATION DETAILS FOR REGULAR PANELS(( & A
<br />INTO EXISTING WOOD STRUCTURES
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<br />Rcwalm 'i
<br />... w A.Au, un wl7.1 A ATnwu �. J
<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
<br />((/2 1 2
<br />lb PAtO.Crl.)
<br />122 Mgt -ON EV ENI INVIENNE11% �
<br />O
<br />67_ • L11. . •. • . >
<br />• . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN
<br />- t•7
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<br />SILLS • EVERY
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<br />w1/2• a C.)
<br />HOLD P
<br />5/6• Mxl (CASE
<br />J' MN. (CASE N)
<br />Y
<br />Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL
<br />PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L)
<br />FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W
<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
<br />FAESA.ee AUNT al) txRNnWN
<br />N++.) twQL Kcnow)
<br />.00 -no r-r Fix ,1RKTID
<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
<br />A om m t/{'I 1/4•Y t {Y Ile. 1/4.
<br />iKquw
<br />1AN1w K a1P+.K full Oft"
<br />MN Nam w_ oom On) J J J J 2 1n
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<br />J ,n' - Im 1m
<br />t
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
<br />S
<br />�+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0
<br />oe •.�� 1OI - IL ECOlwe •6GRA.51~
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<br />Nur . w6 R+i-ur : pigl f-ii
<br />r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN
<br />wAliw A 111N U1 IL t•"+ - wai { of 61
<br />IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' «
<br />As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro
<br />RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.)
<br />ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM
<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
<br />n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM
<br />51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO,
<br />Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r•
<br />1/FWM O IM-r/ CIaA�I eO1P-Kl
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<br />- II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro
<br />F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER
<br />i I I ICI
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<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
<br />E.
<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
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<br />SCALE 3/6.1• SCALE J/hi•
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<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
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<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
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<br />� FLORIDA BULDING CODE
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<br />,SLIM, 1NI awl. 1/1• - 11
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS A 71(�/!
<br />UP TO +55.5. -72.0 P.Lf. AND PANEL'S LENGTH UP TO B•-B'. vCEN ''• FLORIDA BUILDING CODE NI h Velocify Nurrlcane Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FP
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL No 4167 ': s O70i0 "'•m' •� 20 GAGE GALVAN CED STEEL STORY PANEL o1Mr, ir.
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<br />TOP k BOTTOM MOUNTINGS CAN BE Ar FI RIG►' :' �'?!"�-si • A aNc FL »n-
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<br />CSC'- ° co mn NMneMJ �,• TO M REMOVED FROM IMW
<br />(� SAW;1.) ELEVATION
<br />WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1•
<br />- SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .�
<br />NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N�
<br />IMP
<br />I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - --
<br />OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff.,
<br />LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS
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<br />2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B
<br />PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I'
<br />THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF
<br />STRUCTURE.
<br />3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r
<br />K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(�
<br />1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._.
<br />THIS 2 ON SHEET 14.
<br />F MLA. LENGTH FOR LOYPONEM W 6 15'.
<br />Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I
<br />SCHEDULES t 2, SHEET t{. T * :•
<br />COMPONENT MAY K PERMANENT OR REND IVI E All
<br />.•C�L_ - /1
<br />S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15.
<br />6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np •
<br />SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING
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<br />IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At
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<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
<br />((/2 1 2
<br />lb PAtO.Crl.)
<br />122 Mgt -ON EV ENI INVIENNE11% �
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<br />PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L)
<br />FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W
<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
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<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
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<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
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<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
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<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />(� SAW;1.) ELEVATION
<br />WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1•
<br />- SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .�
<br />NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N�
<br />IMP
<br />I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - --
<br />OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff.,
<br />LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS
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<br />PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I'
<br />THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF
<br />STRUCTURE.
<br />3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r
<br />K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(�
<br />1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._.
<br />THIS 2 ON SHEET 14.
<br />F MLA. LENGTH FOR LOYPONEM W 6 15'.
<br />Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I
<br />SCHEDULES t 2, SHEET t{. T * :•
<br />COMPONENT MAY K PERMANENT OR REND IVI E All
<br />.•C�L_ - /1
<br />S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15.
<br />6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np •
<br />SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'L' SCHEDULE
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<br />IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At
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<br />SCALE 3/6-1-
<br />INSTALLATION DETAILS FOR REGULAR PANELS(( & A
<br />INTO EXISTING WOOD STRUCTURES
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<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
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<br />lb PAtO.Crl.)
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<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
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<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
<br />FAESA.ee AUNT al) txRNnWN
<br />N++.) twQL Kcnow)
<br />.00 -no r-r Fix ,1RKTID
<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
<br />A om m t/{'I 1/4•Y t {Y Ile. 1/4.
<br />iKquw
<br />1AN1w K a1P+.K full Oft"
<br />MN Nam w_ oom On) J J J J 2 1n
<br />'NMaI.•e O.) , a J J a
<br />LFA1N Err (1•J ! J ] ,,r .. _ J 1n •
<br />ASML m B� /ICIOI
<br />At ]6
<br />-_. - -_ -.
<br />T ,m I ID - LID �, --
<br />J ,n' - Im 1m
<br />t
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
<br />S
<br />�+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0
<br />oe •.�� 1OI - IL ECOlwe •6GRA.51~
<br />'$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06
<br />Nur . w6 R+i-ur : pigl f-ii
<br />r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN
<br />wAliw A 111N U1 IL t•"+ - wai { of 61
<br />IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' «
<br />As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro
<br />RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.)
<br />ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM
<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
<br />n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM
<br />51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO,
<br />Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r•
<br />1/FWM O IM-r/ CIaA�I eO1P-Kl
<br />MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n /
<br />pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n
<br />/all E8 (♦oK �� I b0 10 R
<br />ID 6U
<br />, 1wn
<br />L • . • � _ • : :. it fL
<br />_t
<br />a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re
<br />- II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro
<br />F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER
<br />i I I ICI
<br />1 � Ll'Ld7Y
<br />' . . - edn iRo•. MARL ano . � Exew ano .
<br />( P +/a• of 7. \ I • 1/r oc y' , ,/r or I
<br />waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III
<br />Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M
<br />affT • •riT • NO[1 e
<br />Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN
<br />ro sun ro our. � to suss.
<br />Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/,
<br />(SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1)
<br />Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _
<br />J/Jr• aYR
<br />nu/ o.ENAP •Dan olwP a�ran 1wTleM
<br />,
<br />I ! 56R 50R � a I Tr II
<br />'. Iu 1' ' a' Y• , I a 1W
<br />I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr
<br />• I I 111w10VNJr
<br />� +MR
<br />teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1
<br />I/a7 VG SCREWS
<br />2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D
<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
<br />E.
<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
<br />AT YIOwOTN OF PLAIT
<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
<br />- , ,/i TAe /petR/T10N
<br />ro oosl►Nc�1 Tow
<br />I
<br />� I'
<br />I I I u
<br />I rD/
<br />I I
<br />� AfO11aLO
<br />I "'B0 ""
<br />1 ALTERNATIVE 2
<br />I /-_- pw1• MICNK p
<br />6 I TO•�i'F�7 , 0c
<br />i I
<br />I I
<br />E01 �
<br />I II
<br />I EO EO
<br />1phr. !
<br />r100D MI[
<br />ff I I �
<br />n ICI
<br />LALIEN 1
<br />GLOBAL L
<br />ft.
<br />Cn
<br />Cn
<br />" ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4
<br />rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2'
<br />' , II �. IrCA0E0 IOITM110M M
<br />1,.wNa/r Law •Nr eMNrlc ./
<br />,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS
<br />PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1'
<br />Tt/a{AOm ISNLTMIIM ro a0D0
<br />run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1
<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
<br />+ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION
<br />'� o'•, � a' �TIL E�T CO FN�.
<br />2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e
<br />PRe
<br />2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n
<br />NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W
<br />L
<br />s- cc 2
<br />c � -a 0-
<br />O 0 � 0 �
<br />z
<br />M
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<br />� o
<br />W
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<br />Z
<br />Q
<br />J
<br />POUM
<br />SHEET N0.
<br />SH 1.
<br />IN OOINCRETT AKNOMI KE IOCCULF ON SIM 14,
<br />FOR Raw saw In SECIIGN ON1JIRT I
<br />YN
<br />HACK
<br />01
<br />C,
<br />R LOCATION
<br />s Aeq
<br />AA ,/,•
<br />/15
<br />AI LIFE SE LOf:ATION
<br />AREA M NO LIE SAFETY PAl1OJ -J ON LSE SAFETY PANEL 4.
<br />I LOCATION a LIFE TOLE NOTE ,BFLOIn
<br />•' I CaM - -. 1• P[DUTAR PANE SIIE PMwL1 -'A GT
<br />KALAAR
<br />roMCNM AMC/DRS _ _.._ , �• - _- / eElow) • LIFE i � s�61w°BE P !L. OOPPEENING�SIMJL
<br />W/o
<br />(SEE =�� •N $�� A•A75 K FlRONIOr w REM IIAA10lE
<br />61Rn '•) I.aam w1M:RER-� �A'cSNolls"aN) ro fIICIUTAtE aa:rxuriw I tTalOED
<br />CSC'- ° co mn NMneMJ �,• TO M REMOVED FROM IMW
<br />(� SAW;1.) ELEVATION
<br />WALL MOUNTING INSTALLATN)N ftu AND FLOOR MOUNTING INSTALLATION SCALE 3/32•.1•
<br />- SECTION 1 SCA E: 3/0' - I• - SECTION 2 SCALE: 3/6' - 1 rl/•• MALL oAr 00- 1 1 P Ile .�
<br />NQ7E4 ON IJFE SIIFLTL,:rruu lAl F. AISLE ,MS1AL 110N�
<br />IMP
<br />I LIFE SAFETY STORM PANEL CAN K LOCATED AS NN END PANEL (FIRST OR LAST PANEL) 1 - --
<br />OR AS AN INTERIOR PANEL. (ANC PANEL LOCATION IN KTWEEN END PANELS). A+ I•I 6R,,)P•+a1 (-L �ff.,
<br />LIFE SAFETY PANELS MAY OR MAY NOT K IMPALLEO ADACENT TO REOU:M PANELS
<br />SIX
<br />R��RS ��RR�)•
<br />use
<br />I
<br />f
<br />BRBIWBIB)NIBe MEMONWww"0/BIII'�
<br />(w/ OR W, REOUAR TRACKS.)
<br />2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B
<br />PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I'
<br />THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF
<br />STRUCTURE.
<br />3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r
<br />K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(�
<br />1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._.
<br />THIS 2 ON SHEET 14.
<br />F MLA. LENGTH FOR LOYPONEM W 6 15'.
<br />Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I
<br />SCHEDULES t 2, SHEET t{. T * :•
<br />COMPONENT MAY K PERMANENT OR REND IVI E All
<br />.•C�L_ - /1
<br />S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15.
<br />6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np •
<br />SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a
<br />Pl >rA✓sRN.tur/aR a-aoo6m
<br />VA.=dT Ale. A A al b.
<br />DR ..
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'L' SCHEDULE
<br />011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note
<br />.142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7
<br />P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7
<br />-rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6
<br />••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID
<br />• KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL
<br />IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At
<br />MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO
<br />DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa
<br />Ain CMMPKrO.
<br />LONIM i' (IL)
<br />PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L
<br />FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW
<br />I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP)
<br />6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM)
<br />r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M)
<br />r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow
<br />H62 -no r WA WA N/A r N A r N/A r R,A
<br />7'
<br />on LESS / 2 A . (10P) -4' OR LESS
<br />r r N,A M/A e• r r r a• r J teotTaTN)
<br />IT' N/A OVA N/A r MIA • RH e' NM 7 (lap)
<br />or a• WA "/A a• e r 6' r 4 A 7 (earlm0
<br />WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw
<br />EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp
<br />WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS
<br />% W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w
<br />eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR
<br />OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO.
<br />vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61
<br />t•DON a Iar-ar A"k•• aw. 0aPKf
<br />INw 4101,0011, RNKw (N 2 ) , a 21, ,
<br />•.a,w,e.D, oN.rr,wl J , J a T a Tn
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<br />f w ro r-r AND . ,H' D.C.
<br />� Io r-r M.. M �+o
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<br />RIM , 1 W. /2• 11RrA0la
<br />0 FRAKI, TOR ALL LwPNH6 V
<br />TO
<br />1/•. LD. • 5/9' LONG Sun MA•
<br />I III IH'P-204• I.S. Y.S. • 6 1/4• OC
<br />FOR nUQ AnDTFa IV TO a•-r AND 1
<br />I/.• O.0 MR Laterite M TO r-e• INN.
<br />2'w• KARL M //ta-f0 FANOJMn F15ME to M
<br />7I611F•D I Ii I•THRIAM At
<br />(3JMtMIi,C PLUS • 12 1 ' o. C. `R" I
<br />II MIawCAN of wawa KATI I"
<br />'�' Au UNDMJ UP IV r-r Ma
<br />DIRECT IAM
<br />SCALE 3/6-1-
<br />INSTALLATION DETAILS FOR REGULAR PANELS(( & A
<br />INTO EXISTING WOOD STRUCTURES
<br />'I
<br />II:
<br />I
<br />1• w •roA
<br />T I•pF' YwI1ON��Fa� �
<br />11 b da1M KbR ,MOK '
<br />I ;
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<br />nN E0, I
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<br />1
<br />1
<br />�' I •••• �•�' Mom NW7I
<br />1 rr- �'A"N FaaRlm
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<br />I a ALTERNATIVE E W
<br />.. � SrALf ]ro-,• sal
<br />I
<br />,EI ON alAt . 1
<br />- FOR
<br />w ASS - I
<br />TO CLASS I t
<br />I •
<br />1 'r
<br />,7 t pS
<br />Or 'DI
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<br />SO( TO quit=
<br />E01.. _1
<br />.7Rr.- tlem F,AI
<br />1.. , .--1•R/w.�y yy -Ili
<br />'1 iPNO NN�A'r o.0 1, .Gm N10E .. I
<br />•rll•m
<br />�� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW
<br />t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1-
<br />Rcwalm 'i
<br />... w A.Au, un wl7.1 A ATnwu �. J
<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
<br />((/2 1 2
<br />lb PAtO.Crl.)
<br />122 Mgt -ON EV ENI INVIENNE11% �
<br />O
<br />67_ • L11. . •. • . >
<br />• . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN
<br />- t•7
<br />mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t
<br />SILLS • EVERY
<br />OVERLAP
<br />w1/2• a C.)
<br />HOLD P
<br />5/6• Mxl (CASE
<br />J' MN. (CASE N)
<br />Y
<br />Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL
<br />PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L)
<br />FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W
<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
<br />FAESA.ee AUNT al) txRNnWN
<br />N++.) twQL Kcnow)
<br />.00 -no r-r Fix ,1RKTID
<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
<br />A om m t/{'I 1/4•Y t {Y Ile. 1/4.
<br />iKquw
<br />1AN1w K a1P+.K full Oft"
<br />MN Nam w_ oom On) J J J J 2 1n
<br />'NMaI.•e O.) , a J J a
<br />LFA1N Err (1•J ! J ] ,,r .. _ J 1n •
<br />ASML m B� /ICIOI
<br />At ]6
<br />-_. - -_ -.
<br />T ,m I ID - LID �, --
<br />J ,n' - Im 1m
<br />t
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
<br />S
<br />�+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0
<br />oe •.�� 1OI - IL ECOlwe •6GRA.51~
<br />'$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06
<br />Nur . w6 R+i-ur : pigl f-ii
<br />r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN
<br />wAliw A 111N U1 IL t•"+ - wai { of 61
<br />IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' «
<br />As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro
<br />RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.)
<br />ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM
<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
<br />n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM
<br />51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO,
<br />Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r•
<br />1/FWM O IM-r/ CIaA�I eO1P-Kl
<br />MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n /
<br />pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n
<br />/all E8 (♦oK �� I b0 10 R
<br />ID 6U
<br />, 1wn
<br />L • . • � _ • : :. it fL
<br />_t
<br />a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re
<br />- II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro
<br />F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER
<br />i I I ICI
<br />1 � Ll'Ld7Y
<br />' . . - edn iRo•. MARL ano . � Exew ano .
<br />( P +/a• of 7. \ I • 1/r oc y' , ,/r or I
<br />waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III
<br />Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M
<br />affT • •riT • NO[1 e
<br />Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN
<br />ro sun ro our. � to suss.
<br />Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/,
<br />(SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1)
<br />Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _
<br />J/Jr• aYR
<br />nu/ o.ENAP •Dan olwP a�ran 1wTleM
<br />,
<br />I ! 56R 50R � a I Tr II
<br />'. Iu 1' ' a' Y• , I a 1W
<br />I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr
<br />• I I 111w10VNJr
<br />� +MR
<br />teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1
<br />I/a7 VG SCREWS
<br />2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D
<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
<br />E.
<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
<br />AT YIOwOTN OF PLAIT
<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
<br />- , ,/i TAe /petR/T10N
<br />ro oosl►Nc�1 Tow
<br />I
<br />� I'
<br />I I I u
<br />I rD/
<br />I I
<br />� AfO11aLO
<br />I "'B0 ""
<br />1 ALTERNATIVE 2
<br />I /-_- pw1• MICNK p
<br />6 I TO•�i'F�7 , 0c
<br />i I
<br />I I
<br />E01 �
<br />I II
<br />I EO EO
<br />1phr. !
<br />r100D MI[
<br />ff I I �
<br />n ICI
<br />LALIEN 1
<br />GLOBAL L
<br />ft.
<br />Cn
<br />Cn
<br />" ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4
<br />rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2'
<br />' , II �. IrCA0E0 IOITM110M M
<br />1,.wNa/r Law •Nr eMNrlc ./
<br />,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS
<br />PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1'
<br />Tt/a{AOm ISNLTMIIM ro a0D0
<br />run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1
<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
<br />+ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION
<br />'� o'•, � a' �TIL E�T CO FN�.
<br />2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e
<br />PRe
<br />2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n
<br />NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W
<br />L
<br />s- cc 2
<br />c � -a 0-
<br />O 0 � 0 �
<br />z
<br />M
<br />N
<br />C7
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<br />r• � n
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<br />ate.
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<br />W
<br />O
<br />U
<br />� o
<br />W
<br />= Z
<br />Z
<br />Q
<br />J
<br />POUM
<br />SHEET N0.
<br />SH 1.
<br />(w/ OR W, REOUAR TRACKS.)
<br />2. LIFE SArETT sTDR PANEL (wNSlsrs of 0.11T9• IIALVANRED STEEL STORY PANEL As SECTION B-B
<br />PER COYPONEM (D. SHEET 2 of DRAWING SCORE 3/32--I'
<br />THIS ,WILL Al1MT4 ITSELF TO K REMOVED OR RRTAU.ED FROM THE IHSWE OF
<br />STRUCTURE.
<br />3. UFE SAFETY REQUIRES 70P TRACK TO K COMPONENT (D t BOTTOM TRACR TO NTNp' TIL(�r
<br />K COMPONFf(T AS PCR SHEET 2 OF THIS ORAw'IOOR NG. EGp•,,.:-. •..... F(�
<br />1CDY1OFISS®[r, /S IwfLL AS DETNLllS WALL tre 6F1A D roL1DM1No SECTIONS 1 t� `•EASE• ''••._.
<br />THIS 2 ON SHEET 14.
<br />F MLA. LENGTH FOR LOYPONEM W 6 15'.
<br />Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT WITOM IS GIVEN ON S ;• No. aom ABO. I
<br />SCHEDULES t 2, SHEET t{. T * :•
<br />COMPONENT MAY K PERMANENT OR REND IVI E All
<br />.•C�L_ - /1
<br />S. SET DETAILS FOR INSTALLATION INTO WOOD rRAME RULDN'S ON SHEET 15.
<br />6 SEE SWEET { FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE IWALIATION OF"Np •
<br />SPACERS AT TRACKS IN57ALM ADJACENT AND SEYONO 70 STUCCO/WOOD RANDS µHAS NMI ,' •..•'rPYI--Z. a
<br />Pl >rA✓sRN.tur/aR a-aoo6m
<br />VA.=dT Ale. A A al b.
<br />DR ..
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.l AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'L' SCHEDULE
<br />011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note
<br />.142 -72D r-S• all unts 2 t/•' ulamim I Tim a 6 7
<br />P361. -720 >7'_V to r-r a.. 2 3/4' UNealm I T/NU 5 a 7
<br />-rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6
<br />••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID
<br />• KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL
<br />IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At
<br />MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO
<br />DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa
<br />Ain CMMPKrO.
<br />LONIM i' (IL)
<br />PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L
<br />FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW
<br />I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP)
<br />6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM)
<br />r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M)
<br />r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow
<br />H62 -no r WA WA N/A r N A r N/A r R,A
<br />7'
<br />on LESS / 2 A . (10P) -4' OR LESS
<br />r r N,A M/A e• r r r a• r J teotTaTN)
<br />IT' N/A OVA N/A r MIA • RH e' NM 7 (lap)
<br />or a• WA "/A a• e r 6' r 4 A 7 (earlm0
<br />WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw
<br />EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp
<br />WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS
<br />% W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w
<br />eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR
<br />OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO.
<br />vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61
<br />t•DON a Iar-ar A"k•• aw. 0aPKf
<br />INw 4101,0011, RNKw (N 2 ) , a 21, ,
<br />•.a,w,e.D, oN.rr,wl J , J a T a Tn
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<br />.1r._ Im -- - �ID •.ID
<br />Y IDFO BNr eUNR1O w/
<br />.. ,,.- D.C. FM
<br />f w ro r-r AND . ,H' D.C.
<br />� Io r-r M.. M �+o
<br />p2 a M rMRLMR •
<br />RIM , 1 W. /2• 11RrA0la
<br />0 FRAKI, TOR ALL LwPNH6 V
<br />TO
<br />1/•. LD. • 5/9' LONG Sun MA•
<br />I III IH'P-204• I.S. Y.S. • 6 1/4• OC
<br />FOR nUQ AnDTFa IV TO a•-r AND 1
<br />I/.• O.0 MR Laterite M TO r-e• INN.
<br />2'w• KARL M //ta-f0 FANOJMn F15ME to M
<br />7I611F•D I Ii I•THRIAM At
<br />(3JMtMIi,C PLUS • 12 1 ' o. C. `R" I
<br />II MIawCAN of wawa KATI I"
<br />'�' Au UNDMJ UP IV r-r Ma
<br />DIRECT IAM
<br />SCALE 3/6-1-
<br />INSTALLATION DETAILS FOR REGULAR PANELS(( & A
<br />INTO EXISTING WOOD STRUCTURES
<br />'I
<br />II:
<br />I
<br />1• w •roA
<br />T I•pF' YwI1ON��Fa� �
<br />11 b da1M KbR ,MOK '
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<br />Rcwalm 'i
<br />... w A.Au, un wl7.1 A ATnwu �. J
<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
<br />((/2 1 2
<br />lb PAtO.Crl.)
<br />122 Mgt -ON EV ENI INVIENNE11% �
<br />O
<br />67_ • L11. . •. • . >
<br />• . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN
<br />- t•7
<br />mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t
<br />SILLS • EVERY
<br />OVERLAP
<br />w1/2• a C.)
<br />HOLD P
<br />5/6• Mxl (CASE
<br />J' MN. (CASE N)
<br />Y
<br />Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL
<br />PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L)
<br />FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W
<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
<br />FAESA.ee AUNT al) txRNnWN
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<br />.00 -no r-r Fix ,1RKTID
<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
<br />A om m t/{'I 1/4•Y t {Y Ile. 1/4.
<br />iKquw
<br />1AN1w K a1P+.K full Oft"
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
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<br />RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.)
<br />ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM
<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
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<br />51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO,
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<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
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<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
<br />AT YIOwOTN OF PLAIT
<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
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<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
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<br />Tt/a{AOm ISNLTMIIM ro a0D0
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<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
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<br />MAXIMUM PANEL LENGTH 'L' SCHEDULE
<br />011,a • a (ea'a+iow)+• etA9t N aoo Hai 1or Note
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<br />-rA. -Mo W-r to 11•-2• WN. 2 yr - ""MC ""' 6
<br />••]S -.e.D I2•-1- all LESS J I/2' ' ,� ••a+ j l • a ID
<br />• KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL
<br />IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At
<br />MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO
<br />DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa
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<br />6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM)
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<br />EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp
<br />WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS
<br />% W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w
<br />eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR
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<br />INTO EXISTING WOOD STRUCTURES
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<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
<br />((/2 1 2
<br />lb PAtO.Crl.)
<br />122 Mgt -ON EV ENI INVIENNE11% �
<br />O
<br />67_ • L11. . •. • . >
<br />• . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN
<br />- t•7
<br />mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t
<br />SILLS • EVERY
<br />OVERLAP
<br />w1/2• a C.)
<br />HOLD P
<br />5/6• Mxl (CASE
<br />J' MN. (CASE N)
<br />Y
<br />Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL
<br />PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L)
<br />FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W
<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
<br />FAESA.ee AUNT al) txRNnWN
<br />N++.) twQL Kcnow)
<br />.00 -no r-r Fix ,1RKTID
<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
<br />A om m t/{'I 1/4•Y t {Y Ile. 1/4.
<br />iKquw
<br />1AN1w K a1P+.K full Oft"
<br />MN Nam w_ oom On) J J J J 2 1n
<br />'NMaI.•e O.) , a J J a
<br />LFA1N Err (1•J ! J ] ,,r .. _ J 1n •
<br />ASML m B� /ICIOI
<br />At ]6
<br />-_. - -_ -.
<br />T ,m I ID - LID �, --
<br />J ,n' - Im 1m
<br />t
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
<br />S
<br />�+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0
<br />oe •.�� 1OI - IL ECOlwe •6GRA.51~
<br />'$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06
<br />Nur . w6 R+i-ur : pigl f-ii
<br />r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN
<br />wAliw A 111N U1 IL t•"+ - wai { of 61
<br />IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' «
<br />As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro
<br />RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.)
<br />ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM
<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
<br />n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM
<br />51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO,
<br />Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r•
<br />1/FWM O IM-r/ CIaA�I eO1P-Kl
<br />MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n /
<br />pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n
<br />/all E8 (♦oK �� I b0 10 R
<br />ID 6U
<br />, 1wn
<br />L • . • � _ • : :. it fL
<br />_t
<br />a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re
<br />- II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro
<br />F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER
<br />i I I ICI
<br />1 � Ll'Ld7Y
<br />' . . - edn iRo•. MARL ano . � Exew ano .
<br />( P +/a• of 7. \ I • 1/r oc y' , ,/r or I
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<br />affT • •riT • NO[1 e
<br />Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN
<br />ro sun ro our. � to suss.
<br />Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/,
<br />(SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1)
<br />Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _
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<br />teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1
<br />I/a7 VG SCREWS
<br />2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D
<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
<br />E.
<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
<br />AT YIOwOTN OF PLAIT
<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
<br />- , ,/i TAe /petR/T10N
<br />ro oosl►Nc�1 Tow
<br />I
<br />� I'
<br />I I I u
<br />I rD/
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<br />I /-_- pw1• MICNK p
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<br />ft.
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<br />" ij I I ela.•A ALTERNATIVE 3 ALTERNATIVE 4
<br />rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2'
<br />' , II �. IrCA0E0 IOITM110M M
<br />1,.wNa/r Law •Nr eMNrlc ./
<br />,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS
<br />PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1'
<br />Tt/a{AOm ISNLTMIIM ro a0D0
<br />run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1
<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
<br />+ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION
<br />'� o'•, � a' �TIL E�T CO FN�.
<br />2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e
<br />PRe
<br />2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n
<br />NFIu.. ....V1N . �'_��'..�'..-'THY a�M R2.-w aflw Fxac Ip•)6M-7W
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<br />SHEET N0.
<br />SH 1.
<br />• KL1m 11/ 1/4Y-2001' SS. ILS It Wow U mvw a Ntwall or RWXL
<br />IWNUD ONLY FOR PANE SC1)k BANNSTALLATIONS Me PER SECTIONS 1 THIM 7. ON 9NEETS A A At
<br />MkvMM AS D. IAMmA1 MOMM RNOte MO To . 3 1/2' - APPLICAKE TO
<br />DESe1 TAPCKI OF TIP" CMA-a MVtnMM FRAME o PNNUMUT RIAI swriaw f a WX&AIN Pwa
<br />Ain CMMPKrO.
<br />LONIM i' (IL)
<br />PA1) To GDNIICKT[ RaMA',IDTC TO CaAM6n Ca111L
<br />FNol[11[ 10 oa Ong RON�OC[M F10 CON AM ow oq [ T° OolOtlt SAW
<br />I' N/A N/. N/A r VA •• NA1 I' FN1 1 (TOP)
<br />6' p' M/A N/A 1• r 6' _ r r 6• I (6011OM)
<br />r N/A MIA R/A 6- M/A •• WA IF NJ. - 2 i1M)
<br />r N/A N/A N/A 6• N/A S• N/A r M/A 2 (•mow
<br />H62 -no r WA WA N/A r N A r N/A r R,A
<br />7'
<br />on LESS / 2 A . (10P) -4' OR LESS
<br />r r N,A M/A e• r r r a• r J teotTaTN)
<br />IT' N/A OVA N/A r MIA • RH e' NM 7 (lap)
<br />or a• WA "/A a• e r 6' r 4 A 7 (earlm0
<br />WA N/A 12 1/2• 6 1/.• 12 1/2' a 1/.• • +H' R 1H• 6 N/: • 1/.S cw/I0rw
<br />EM NQN 10 • It FOR AINO-40 INK A WAM FOR MMLLAWS INTO Race Met 61l1DIp
<br />WINM N6TaR SPMWM AND MIY Om ROMCE AR 6te[ATC ON ING SOeOMt FOR CA LCIS
<br />% W PWATO ON IMMU gaAT ARaO6 WADING w MLI•LYND DMCPO 110001 w SOOM" w
<br />eft FWAa FACTORS. FOR INS OPOWOII ro K PIIIeRE RmIRm "Mara rfAPlm UPO FACTOR
<br />OVAL Na K UM THIN MINIMUM 11 MCNR I NdTSR FOR LACK ANCHOR "K .1 0101010 IaaNO.
<br />vIPK 1/41_. 1,a•M 1/4*1 SHY _ ,p_1 1/61
<br />t•DON a Iar-ar A"k•• aw. 0aPKf
<br />INw 4101,0011, RNKw (N 2 ) , a 21, ,
<br />•.a,w,e.D, oN.rr,wl J , J a T a Tn
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<br />0 FRAKI, TOR ALL LwPNH6 V
<br />TO
<br />1/•. LD. • 5/9' LONG Sun MA•
<br />I III IH'P-204• I.S. Y.S. • 6 1/4• OC
<br />FOR nUQ AnDTFa IV TO a•-r AND 1
<br />I/.• O.0 MR Laterite M TO r-e• INN.
<br />2'w• KARL M //ta-f0 FANOJMn F15ME to M
<br />7I611F•D I Ii I•THRIAM At
<br />(3JMtMIi,C PLUS • 12 1 ' o. C. `R" I
<br />II MIawCAN of wawa KATI I"
<br />'�' Au UNDMJ UP IV r-r Ma
<br />DIRECT IAM
<br />SCALE 3/6-1-
<br />INSTALLATION DETAILS FOR REGULAR PANELS(( & A
<br />INTO EXISTING WOOD STRUCTURES
<br />'I
<br />II:
<br />I
<br />1• w •roA
<br />T I•pF' YwI1ON��Fa� �
<br />11 b da1M KbR ,MOK '
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<br />1
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<br />.. � SrALf ]ro-,• sal
<br />I
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<br />- FOR
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<br />•rll•m
<br />�� j>3"6Y.•. •eAorwr oa AUERIKATM Mv ALTERNATIVE AW
<br />t1: 11A7[ ': • MuaRn, K nAn WAU 3/6.1• SCALE 3/6-1-
<br />Rcwalm 'i
<br />... w A.Au, un wl7.1 A ATnwu �. J
<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
<br />((/2 1 2
<br />lb PAtO.Crl.)
<br />122 Mgt -ON EV ENI INVIENNE11% �
<br />O
<br />67_ • L11. . •. • . >
<br />• . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN
<br />- t•7
<br />mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t
<br />SILLS • EVERY
<br />OVERLAP
<br />w1/2• a C.)
<br />HOLD P
<br />5/6• Mxl (CASE
<br />J' MN. (CASE N)
<br />Y
<br />Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL
<br />PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L)
<br />FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W
<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
<br />FAESA.ee AUNT al) txRNnWN
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<br />.00 -no r-r Fix ,1RKTID
<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
<br />A om m t/{'I 1/4•Y t {Y Ile. 1/4.
<br />iKquw
<br />1AN1w K a1P+.K full Oft"
<br />MN Nam w_ oom On) J J J J 2 1n
<br />'NMaI.•e O.) , a J J a
<br />LFA1N Err (1•J ! J ] ,,r .. _ J 1n •
<br />ASML m B� /ICIOI
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<br />-_. - -_ -.
<br />T ,m I ID - LID �, --
<br />J ,n' - Im 1m
<br />t
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
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<br />RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.)
<br />ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM
<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
<br />n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM
<br />51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO,
<br />Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r•
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<br />- II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro
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<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
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<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
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<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
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<br />Tt/a{AOm ISNLTMIIM ro a0D0
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<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
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<br />DIRECT IAM
<br />SCALE 3/6-1-
<br />INSTALLATION DETAILS FOR REGULAR PANELS(( & A
<br />INTO EXISTING WOOD STRUCTURES
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<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
<br />((/2 1 2
<br />lb PAtO.Crl.)
<br />122 Mgt -ON EV ENI INVIENNE11% �
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<br />67_ • L11. . •. • . >
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<br />FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W
<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
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<br />.00 -no r-r Fix ,1RKTID
<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
<br />A om m t/{'I 1/4•Y t {Y Ile. 1/4.
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
<br />S
<br />�+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0
<br />oe •.�� 1OI - IL ECOlwe •6GRA.51~
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<br />RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.)
<br />ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM
<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
<br />n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM
<br />51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO,
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<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
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<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
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<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
<br />- , ,/i TAe /petR/T10N
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<br />Tt/a{AOm ISNLTMIIM ro a0D0
<br />run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1
<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
<br />+ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION
<br />'� o'•, � a' �TIL E�T CO FN�.
<br />2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e
<br />PRe
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<br />I/.• O.0 MR Laterite M TO r-e• INN.
<br />2'w• KARL M //ta-f0 FANOJMn F15ME to M
<br />7I611F•D I Ii I•THRIAM At
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<br />II MIawCAN of wawa KATI I"
<br />'�' Au UNDMJ UP IV r-r Ma
<br />DIRECT IAM
<br />SCALE 3/6-1-
<br />INSTALLATION DETAILS FOR REGULAR PANELS(( & A
<br />INTO EXISTING WOOD STRUCTURES
<br />'I
<br />II:
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<br />Rcwalm 'i
<br />... w A.Au, un wl7.1 A ATnwu �. J
<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
<br />((/2 1 2
<br />lb PAtO.Crl.)
<br />122 Mgt -ON EV ENI INVIENNE11% �
<br />O
<br />67_ • L11. . •. • . >
<br />• . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN
<br />- t•7
<br />mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t
<br />SILLS • EVERY
<br />OVERLAP
<br />w1/2• a C.)
<br />HOLD P
<br />5/6• Mxl (CASE
<br />J' MN. (CASE N)
<br />Y
<br />Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL
<br />PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L)
<br />FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W
<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
<br />FAESA.ee AUNT al) txRNnWN
<br />N++.) twQL Kcnow)
<br />.00 -no r-r Fix ,1RKTID
<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
<br />A om m t/{'I 1/4•Y t {Y Ile. 1/4.
<br />iKquw
<br />1AN1w K a1P+.K full Oft"
<br />MN Nam w_ oom On) J J J J 2 1n
<br />'NMaI.•e O.) , a J J a
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<br />t
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
<br />S
<br />�+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0
<br />oe •.�� 1OI - IL ECOlwe •6GRA.51~
<br />'$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06
<br />Nur . w6 R+i-ur : pigl f-ii
<br />r "MAN t. iM,/1RMtT1M1Efb'W .-- d-RORNN r MIRRi rN
<br />wAliw A 111N U1 IL t•"+ - wai { of 61
<br />IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' «
<br />As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro
<br />RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.)
<br />ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM
<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
<br />n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM
<br />51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO,
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<br />2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D
<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
<br />E.
<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
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<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
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<br />,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS
<br />PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1'
<br />Tt/a{AOm ISNLTMIIM ro a0D0
<br />run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1
<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
<br />+ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION
<br />'� o'•, � a' �TIL E�T CO FN�.
<br />2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e
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<br />INSTALLATION DETAILS FOR REGULAR PANELS(( & A
<br />INTO EXISTING WOOD STRUCTURES
<br />'I
<br />II:
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<br />Rcwalm 'i
<br />... w A.Au, un wl7.1 A ATnwu �. J
<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
<br />((/2 1 2
<br />lb PAtO.Crl.)
<br />122 Mgt -ON EV ENI INVIENNE11% �
<br />O
<br />67_ • L11. . •. • . >
<br />• . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN
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<br />5/6• Mxl (CASE
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<br />Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL
<br />PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L)
<br />FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W
<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
<br />FAESA.ee AUNT al) txRNnWN
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<br />.00 -no r-r Fix ,1RKTID
<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
<br />A om m t/{'I 1/4•Y t {Y Ile. 1/4.
<br />iKquw
<br />1AN1w K a1P+.K full Oft"
<br />MN Nam w_ oom On) J J J J 2 1n
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
<br />S
<br />�+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0
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<br />RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.)
<br />ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM
<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
<br />n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM
<br />51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO,
<br />Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r•
<br />1/FWM O IM-r/ CIaA�I eO1P-Kl
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<br />/all E8 (♦oK �� I b0 10 R
<br />ID 6U
<br />, 1wn
<br />L • . • � _ • : :. it fL
<br />_t
<br />a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re
<br />- II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro
<br />F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER
<br />i I I ICI
<br />1 � Ll'Ld7Y
<br />' . . - edn iRo•. MARL ano . � Exew ano .
<br />( P +/a• of 7. \ I • 1/r oc y' , ,/r or I
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<br />(SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1)
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<br />'. Iu 1' ' a' Y• , I a 1W
<br />I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr
<br />• I I 111w10VNJr
<br />� +MR
<br />teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1
<br />I/a7 VG SCREWS
<br />2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D
<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
<br />E.
<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
<br />AT YIOwOTN OF PLAIT
<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
<br />- , ,/i TAe /petR/T10N
<br />ro oosl►Nc�1 Tow
<br />I
<br />� I'
<br />I I I u
<br />I rD/
<br />I I
<br />� AfO11aLO
<br />I "'B0 ""
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<br />I /-_- pw1• MICNK p
<br />6 I TO•�i'F�7 , 0c
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<br />rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2'
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<br />,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS
<br />PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1'
<br />Tt/a{AOm ISNLTMIIM ro a0D0
<br />run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1
<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
<br />+ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION
<br />'� o'•, � a' �TIL E�T CO FN�.
<br />2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e
<br />PRe
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<br />SH 1.
<br />NOTEk
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUC701, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF DM OR EQUAL.
<br />TOP k BOTTOM MOUNTIMOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />STUDS TOE
<br />RLAP
<br />((/2 1 2
<br />lb PAtO.Crl.)
<br />122 Mgt -ON EV ENI INVIENNE11% �
<br />O
<br />67_ • L11. . •. • . >
<br />• . i1 • . 6 .IIJ11F.1 F . 141,W1 A F14 •.1111, WN
<br />- t•7
<br />mjlli4. IF1 • . .1 •. : • . 3WE• . : NI • 7 : t
<br />SILLS • EVERY
<br />OVERLAP
<br />w1/2• a C.)
<br />HOLD P
<br />5/6• Mxl (CASE
<br />J' MN. (CASE N)
<br />Y
<br />Mk%W A A YIC0N a, W-rip C". NYtl1NR FOWL D NNO2MIE µ46 KCIONe 6 • WYIIAN INRL
<br />PeLISUR[ tb COFMOIQ[ ro TO CONCRETE ro Coll" 70 mHORre W ro COMO WORN U NGIN l' (L)
<br />FATIMIS.c1 elau COIMGMre 610M ILOCA fO11GCR Ihm OI,W
<br />N/A N/A e' N/A 8• N/A 6' N/A 1 • 2 )
<br />+55.0. -72.0 I• T 9' 1. 9• 9• 9• 9- 9' r I (BOrFOY) OR LESS
<br />61 N/A N/A N/A 6' N/A p' N/A /• N/A 1 k 2 EMP)
<br />+SB.O -72.0 Q. 5. D• 6' r 7 1/2' 9' 9' 9• r I (BOTTOM) s'-0' TO T-6'
<br />6 N/A N/A N/A e' N/A e• N/A
<br />+55.0 -72.0 T-a• TO r-e-
<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
<br />FAESA.ee AUNT al) txRNnWN
<br />N++.) twQL Kcnow)
<br />.00 -no r-r Fix ,1RKTID
<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
<br />A om m t/{'I 1/4•Y t {Y Ile. 1/4.
<br />iKquw
<br />1AN1w K a1P+.K full Oft"
<br />MN Nam w_ oom On) J J J J 2 1n
<br />'NMaI.•e O.) , a J J a
<br />LFA1N Err (1•J ! J ] ,,r .. _ J 1n •
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<br />At ]6
<br />-_. - -_ -.
<br />T ,m I ID - LID �, --
<br />J ,n' - Im 1m
<br />t
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
<br />S
<br />�+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0
<br />oe •.�� 1OI - IL ECOlwe •6GRA.51~
<br />'$.,)�ccsS,/O L .N6 �" �k"�D a s Ile cR wao Ce") --is OWL a Not (wMee_rn1 20-06
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<br />IIINIFU,N INIIMII ANOOr IN01O Fat to . ] 1/2' «
<br />As.a oEsoN IJ/CW cF LAP -OAP CPRESSURE AlN-/N PAIN(LMa1T FEMME D PAFBMdre Pula tOMA ITT /PPUCABAt ro
<br />RA11Mc ro ro to To Io ro Fwr ooTleN►noM LENOM t' (I.)
<br />ro wNGIInE ooNME1t To coNGRe1T oo•t:R[n ro caMculE cal+cRs1L ro caNGr,<1E caYMLtt ro OOICw[1[ caNE,MT[ To caoul[ callTltTE or THEM
<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
<br />e' N/A N/A N/A 6' N/A S. - N/A 6' N/A N/A M/A 7 (TOP)
<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
<br />SOLO, -6J.J N/A N/A 12 1/2• 6 7/{' 12 '/Y 6 1/{• 6 1/{• 8 1/{' 6 1/1• 6 1/{' N/A N/A 6 (TOP/BOTTOM) '_e' TO 11'-2'
<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
<br />n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM
<br />51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO,
<br />Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r•
<br />1/FWM O IM-r/ CIaA�I eO1P-Kl
<br />MIT• ATeOR Y111Oey (�w) J ] D a 2 ,n /
<br />pA1r1 e.•..r Rlr DAl - a._ a J ,H J In � J ,n
<br />/all E8 (♦oK �� I b0 10 R
<br />ID 6U
<br />, 1wn
<br />L • . • � _ • : :. it fL
<br />_t
<br />a- NII¢MAre PMs I1• o ANnMAn Plus 1{-10 PANOAN FLLK I 10 ' re
<br />- II 1/.• .cW 17e' ie,/ra.cw IIr ) TNREA6m FONtTMnoM ro , TINIU16[n PENETRATION ILO woad 11pNDER �j �I I,I•ADm Pn+tiRA,oM ro
<br />F3TM6N0 e000 Ia'ANDER � EXTSitNC woo° IIDIOEA RCa/LIED ; EXIS,WD woad HGDER
<br />i I I ICI
<br />1 � Ll'Ld7Y
<br />' . . - edn iRo•. MARL ano . � Exew ano .
<br />( P +/a• of 7. \ I • 1/r oc y' , ,/r or I
<br />waoO HEADER.� MwDO°OIDR[C _ Mw ' ' � ' L,•1. . � (III
<br />Rfi SMOUIL M fR[ IO�IA[ M � YI fORDNAE M
<br />affT • •riT • NO[1 e
<br />Fat YM. fat IIYA fOMM110N - Fa YM. 4PAM11cIN
<br />ro sun ro our. � to suss.
<br />Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/,
<br />(SEE rIOIE ,) (LIE NDrz 1) 1/.Y-aw,• u L � (SEE NOTt 1)
<br />Yl e/ THY • yJ � _ I Y.d w/ 7� � � w/ 7� • ` I _ �... .- _
<br />J/Jr• aYR
<br />nu/ o.ENAP •Dan olwP a�ran 1wTleM
<br />,
<br />I ! 56R 50R � a I Tr II
<br />'. Iu 1' ' a' Y• , I a 1W
<br />I � MAX )/rnY.2�p M''A '.1'Kf+. u �Jayr
<br />• I I 111w10VNJr
<br />� +MR
<br />teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1
<br />I/a7 VG SCREWS
<br />2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D
<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
<br />E.
<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
<br />AT YIOwOTN OF PLAIT
<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
<br />- , ,/i TAe /petR/T10N
<br />ro oosl►Nc�1 Tow
<br />I
<br />� I'
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<br />ft.
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<br />rAWm III � 1 a•. w SIJIRw • r as w/ 1 1/2'
<br />' , II �. IrCA0E0 IOITM110M M
<br />1,.wNa/r Law •Nr eMNrlc ./
<br />,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS
<br />PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1'
<br />Tt/a{AOm ISNLTMIIM ro a0D0
<br />run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1
<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
<br />+ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION
<br />'� o'•, � a' �TIL E�T CO FN�.
<br />2 /M YET' w00D n41Yt COIRIRUIC110FA •000 MrNaa ro K foU1,RRN 'TAN FS•'•• •••• (G � % 7�i •6m de, e
<br />PRe
<br />2. w/ mrsa: IK119n or oDe M Eaurw .FN ST At. �' • ANr new. n
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<br />SHEET N0.
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<br />S[-if a 2 t 4Dw, IMR MQLNT C'ONDIIbIH AT BOTTOM W, LO. - J_L12_!
<br />rN �AS6. N vao • tyr Yn FILM ,Y a At" ow l (Se0 e r r mom Far a MYQ M�PI�/UIBLE/ D W>OWM PNIqEL
<br />INKSILN
<br />MIN° .I. OF THEM
<br />♦40.2 -61.5 I y ♦ 1/2• a 1/1. 2 (BOTTOM) 7'-6. OR LESS
<br />+52.0 -56.0 J' 3' {' C 2 (110170M) r-6. OR LESS
<br />+55-0 -12.0 2 ,/2• 2 1/2' {' 3 1/2- 2 (BOTTOM) r-6. OR LESS
<br />+55.0 -72.0 2 1/2' 2 1/2• N/A N/A 2 ttIDTTDYI r-6• TO e•-0•
<br />+560 -72.0 N/A N/A 3' 3' 2 (BOTTOM) 7'-p' TO 6'-•-
<br />ALTERNATE
<br />LOCATION
<br />AT END PAM
<br />1/4• ,1, SEE I. 'a 1 I I --••INTERIOR PANEL \�Do PANEL
<br />OR B ''' SC"E°uE SCHEDULE
<br />.�3•-.. p FOR -(-. 02 FOR 3• �I
<br />MM MICHM MRa ANCHOR
<br />SPACING "NO"'
<br />'._r MM
<br />DETAIL 2 ! FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />WAL, 3/Ir - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'I-' SCHEDULE
<br />1>nRI1� -rmkC ally TO esCt1OY•: , k 2�RJITEO F'OR tfE LL'CTY STd61 PANE.
<br />fY3[EEE aN sNEn u1_ -
<br />a aaw "A ome, YN. raa Lee.]Na1YNuw. aAr fexw.ox FATIa
<br />FAESA.ee AUNT al) txRNnWN
<br />N++.) twQL Kcnow)
<br />.00 -no r-r Fix ,1RKTID
<br />IQ WEST 16 FOR MOIMS T1PE a SHOO FOR OGTRIAMB INTO W= FRS([ MIMI. MD
<br />MINIMUM WHO WACO= Aw MTMMAI EDGE OCMICE ART NNOAnD OR� T604MAL FOR
<br />ED Hat TWA NOCam M samu ACUCI: now !MONO a MD1wlPN0 VIONO
<br />OIOMM ON N71mNE IN THE ICU=M FACTORS TOR TAB OPDMOr 10 K POMLL.
<br />REDLIM SPAa1G OSIM1m It" FACTOR DULL NOT K LESS MIN MRMM N11ANOW
<br />INDICATED FOR 1AC" AVOW TORS N ANCHORS LMM
<br />A om m t/{'I 1/4•Y t {Y Ile. 1/4.
<br />iKquw
<br />1AN1w K a1P+.K full Oft"
<br />MN Nam w_ oom On) J J J J 2 1n
<br />'NMaI.•e O.) , a J J a
<br />LFA1N Err (1•J ! J ] ,,r .. _ J 1n •
<br />ASML m B� /ICIOI
<br />At ]6
<br />-_. - -_ -.
<br />T ,m I ID - LID �, --
<br />J ,n' - Im 1m
<br />t
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n a Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(vAw ONLY FOR 17AllE)S (�k Q INSTAL1A110Ns AS PER SECTIONS i 1N11U 10, ON sINEETS {, e ! e)
<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
<br />S
<br />�+'., E * 1 f GLOBAL PROTECDON PRODUCTS, LLC. °t/6yr'0
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<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />_,.VIIIIIIINN
<br />' '••-'T" FLORIDA BUILDING CODE NI V619CI NurYlcan* Zone
<br />* No. 4187 WOE GALVANIZED STEEL STORY PANEL DRAM; w:
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<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
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<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS
<br />PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1'
<br />Tt/a{AOm ISNLTMIIM ro a0D0
<br />run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1
<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
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<br />iDtt ILDCA teDCAt TOOL iDOt /IDaN
<br />p' N/A 6' N/A d" N/A N/A N/A 1 (HOP)
<br />6' {• 8' e' e' N/A M/A + (BOTTOM)
<br />6' N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A 2 (TOP)
<br />e' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM)
<br />50.5, -72.0 6' N/A N/A N/A 6- N/A 6' N/A B' N/A N/A N/A } k { (TOP) TO 6'-B"
<br />� lEBS e' {' N/A N/A 6' r p' 6• 6' 6' N/A N/A 3 (ROTTwA)
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<br />6' {' N/A N/A 8' 6• p' e' 6• N/A N/A ♦ k ] (BOTTOM)
<br />N/A N/A 12 1/Y 6 1/{' 1] 1/2' 6 1/1' { 1/{' 6 1/{• 6 1/{• ° 1/{' N/A N/A 5 (TOP/e0T10Y)
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<br />e5.0. -72.0 N/A N/A 6 1/{' N/A 6 I/1' N/A 6 1/.' 6 1/{' 6 I/{' p //{' N/A N/A a (TOP/B01T04) '-B' TO n'-2'
<br />N/A N/A N/A N/A N/A N/A N/A N/A 6 1/1' a 1/1• 6 1/{' p 1/1' e. 9. 10 (TOP)
<br />4J.e• {� N/A N/A N/A N/A N/A N/A p' 6• 6 1/1' 6 1/{• B (BOTTOM)
<br />ON LESS 12'-{• OR LESS
<br />e' {' N/A N/A N/A N/A N/A N/A I' 6' a 1/{' p 1/{' 9 (BOTTOM)
<br />N/A N/A N/A N/A N/A N/A N/A N/A 8 1/A' 6 1/{' 6 1/{' 6 1/{' TO (BOTTOM)
<br />2F2. D1rE1s ,a „ AID It FOR A110ol1i rrrE a vnaNc FOR INSTALLATIONS MTo •aao FrTR ILRDeMa
<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
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<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
<br />E.
<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
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<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
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<br />,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS
<br />PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1'
<br />Tt/a{AOm ISNLTMIIM ro a0D0
<br />run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1
<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
<br />+ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION
<br />'� o'•, � a' �TIL E�T CO FN�.
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<br />MINDM AMOOR SPAC6A5 AFIO I.1L/M CDE p11AlIQ AIR wOrwlm ON INS 1CIRDU{f. FOR ca Itss
<br />11W1 NI077MED ON IC11m1AL REp1AY ANCIOR tIwL/16 K M1LIMRTIMO SMaNO SFIOwM M lC/,CUtt W
<br />n1E FouowRa rAcroM FOR THIS OPwA1ON ro K rrDrE. REDUCED aIMe1IG pI,AAIIU u6aM0 AACIM
<br />51NLINN L NOT IC LES tINM YNIWJI/ SMCND •OOATFD MR fACH ANCHOR /YP( A7 AIMCIMMS LIOOO,
<br />Aa6K T1R ,/•Y 1/.Y t {•• ,/r1 SHY 1/r•
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<br />I/a7 VG SCREWS
<br />2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D
<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
<br />E.
<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
<br />AT YIOwOTN OF PLAIT
<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />• '/" LAD '°'"° • •• °'G "/ INTO EXISTING WOOD STRUCTURES
<br />- , ,/i TAe /petR/T10N
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<br />I
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<br />1,.wNa/r Law •Nr eMNrlc ./
<br />,,.•.-m PYa,Nn ,nY,2 a M ALTERNATIVE WOOD FRAME CONDITIONS ,� ANCHOR LOCATIONS
<br />PAAwuNa ►Ala • 6' O.0 R 1 1/2' Mn. IOeC 2/r . 1'
<br />Tt/a{AOm ISNLTMIIM ro a0D0
<br />run xo/E •A,+1Tw nacla ,O1 SHOWN FOR N2ApM1
<br />WA
<br />MOUNTING INSTALLATION "„LINTY
<br />TIL(/l
<br />� FLORIDA BULDING CODE
<br />II •GmR R,IM. I,C.
<br />S1 � 'Au 20 GAGE GALVANIZED !
<br />, aaIAUATDw AK ONLr WILD rat INRnNGs I1M A10. LX.sON LOADS LIP to q
<br />+ae], -T2.o w AMA IWNrA'e ItN01H u ro e'-r a •Y'• F 0� PROTECTION
<br />'� o'•, � a' �TIL E�T CO FN�.
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<br />ro sun ro our. � to suss.
<br />Ala,. PANEL l[N6TN ♦... Mac PANEL IENDOI Mm. PANEL IENOi/,
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<br />'. Iu 1' ' a' Y• , I a 1W
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<br />• I I 111w10VNJr
<br />� +MR
<br />teow' Sao w • Is 1/E• oc 'Ep �• �' u_ t� aF I 1
<br />I/a7 VG SCREWS
<br />2'.r w000 Pure I ,{-w rMEuure ells 2'NN• w000,. PLAItt ' '• 1 j 2'94• e000 P(AI5 i__1 TTM D
<br />RCOLM[D REDUteFD I KOUeRO PENETRATION
<br />-� s 1 {• a.c w/ + 7/e' j � TTDwIDTH OF Pure
<br />INSTALLATION
<br />P-0)
<br />E.
<br />ALTERNATIVE
<br />MD � a PLAIT
<br />_� . - -I _ li � PtwrnatoN • .VTrn�n�o' " I _ • _
<br />AT YIOwOTN OF PLAIT
<br />SOLE 3/e-1'
<br />SCALE 3/6.1• SCALE J/hi•
<br />AT
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W k 101r ONLY VALID FOR
<br />BUILDINGS WITH A5.0. DESIGN LOADS UP TO +45.0. -•B.o oaf. AND
<br />PANEL'S LENGTH UP TO 12•-4•
<br />2. FOR NEW W000 FRANC CONSTRUCTION! W000 MEMBERS i0 BE SOUTHERN
<br />PINE N0. 2. w/ SPECIFIC DENSITY OF 0.55 OR COITAL
<br />Na7F TOR CAYB66NL170M OF SEfTtlNS:
<br />LOP k BOTTOM MouNnhcs CAN BE
<br />COMBINED M ANY wl\r TO wrt ANr
<br />INSTALLATION.
<br />DETAILS FOR OPTION al► 1 FOR LIFE SAFETY STORM PANEL SYSTEM
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