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WALL AND FLQQ�. MOU)yTING INSTALLATION FOR "7}a °:"`W'r MR.
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<br />ELEVATION SECTION Y-Y yJM,R SPLIL_STORM PANEL ELEVATION
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<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />numm. wC 20 DACE GALVANIZED EL STORM PANELSECTION 1
<br />SCALE s,/o.,•
<br />NOTE MVUJON CAN ALSO MF. NSTALLED •/o STORM PANEL, ON TCP
<br />OR BOTTOM s0 THAT n 6 IOCAIED Al TOP OR 00"OM CIR OPf MNIG
<br />(ONE PANEL OPENING W/ NBC TOP A BOTTOM)
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<br />INSTALLATION DETAILS FOR REGULAR PANELS �_ I
<br />INTO EXISTING MOOD STRUCTURES
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<br />INSTA uT10N - [TER ATME 4w INSTALLATIONS _ ALTERHATLYE-_5_W
<br />WALL MOUNTING (SECTOR AT TOP IS LIMITED TO +55.5-67,0 MAIL. SCALE '/4• -
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<br />NOTE,q Y , IIN„11}INll/„ INSTALLATION -SECTION 4AW
<br />1. INSTµLAl10N5 ARE ONLY VAUD FOR BUILDINGS WRH A.S.D. DESIGN LOADS ``'�;� ••••-•••�/T�'iy
<br />' ••'P '.
<br />I.IP TO ♦55.5. -72.0 p.s.t. AND PANEL'S LENGTH UP TO 8'-8" ,`y�; vGENS FLORIDA BUILDING CODE Nigh Velocity Nor F icon* Zone
<br />2. FOR NEW W000 FRAME CONSTRUCTION* WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0 -15 OR EQUAL. - ND. 4167 - "PTO TILTUM INc 20 GAGE GALVANIZED STEEL STORM PANEL
<br />NOEL FQR. COMB N61LON_Qf_MZiQtd: * ' ST E OF � : - -- GLOBAL PROTECTION PRODUCTS, LLC.
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<br />TOP k BOTTOM MOUNTINGS CAN BE '•,, O,r;:, �[� RHO►',.•'• '`,'ll/�:-r.� Tu TERnNa •- IIRIIL R wt.
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<br />CONCItT[ ANCIOA CnMCW___ ION, CONCRETE ANC7aRS: SEE SS/EDULI ON SHEET
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<br />g AREA M/NO LIFE SAFER PANELS LOCATION OF LIFE (SEE NOTE IBELOw)
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<br />i `�•N __�_I .,J
<br />t W/o REGULAR rRACKS (SEE NOTE ,
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<br />SAFETY PNQ.
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<br />CRm [%NACRE}r AKrIo0.S J _ PANEL i TO BE INSTALLED OR REMOVED FROM N4m
<br />OF STRUCTURE
<br />>s Aw=scNEDUL':) --N°-- ELEVATION
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR ! OI�UNTINr INSTALLATION SCALE 3/37'.,'
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<br />m-AUSTION 1 SCALE' 3/6- - r - SECTION 2 SCALE" 3/e' - ©II�DR (� `"\•-1-
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<br />WEE- OM_lFE .S6Fi'? S.TOPM.P6Nl.iS:S9A INS7N.Wt2ti -: �
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<br />2. LIFE SAFETY STORM PANEL CONSISTS Or DD39' GAVANUED ME- STORM PANEL AS SECTION B-B
<br />PER COMPONENTQ , SHEET 2 Or DRAWING SCALE 3/32"-i•
<br />THIS PANEL ALLOWS ITSELF TO RE REMOVE➢ OR INSTALLED FROM THE ASIDE OF
<br />STRUCTURE.
<br />3 LIFE SAFETY P REOLARES TOP TRACK TO BL CUMPONENT�k BOTTOM TRACK t0
<br />BE CowPONE AS PER SHEET 2 OF THIS DRAWING,.•••.,,••,/q ''•.
<br />Y FLOOR FOIOW'NG SECTIONS 1
<br />Cowpw-NT RE INSTALLED WALL DR MOUNTED ♦ 4T v .•'
<br />2 ON THIS SHEET, AS WELL AS DETAILS I k 2 ON SHIP u, \CEASE
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<br />FLORIDA BUILDING CODE (High Velocity Murrlcan• Zone
<br />v s' u:n LENGTH FOR COMPONENT R t
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<br />- 0. * -
<br />Mo. ANCHOR SPACING FOR COMPONENT ®ANEnORAG( At BOTTOM 4 GIVEN ON N * : 20 GAGE GALVANIZED STEEL STORM PANEL �,
<br />SCHEDULES 1 k 2, SHEET 14. _ r,;
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<br />COMPONENT ® MAY BE PERMANLNT OR REMMABI E. ATE �- ^ -- - m /7MOT
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<br />SEE DETAILS rt1R IN51µlAt10N INTO WOOD FRAME BUILDINGS ON SIIEIT t5 '�, 'AO OR10''• •rr J�IL ECO NC °"C
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<br />' /
<br />SPACERS AT TRACKS INSTALLED AOMCENT AND BEYOND TO STUCCO/WOW, 6AND5. '•-- (s.1 m. rv"'e
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<br />QIRECj�1Q.ULrTIHS�JNSTALLATION
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<br />INSTALLATION DETAILS FOR REGULAR PANELS_ 1; &jA
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<br />CONDITIONS NY ANCHOR LOCATIONS
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<br />I /, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS,�V�
<br />P TO +55,5, -72.0 PSF AND PANEL'S LENGTH UP TO B'.a" 3� ¢';•'v
<br />UGENSF •. _
<br />2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS 10 BE SOUTHERN = 16 L
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF O55 OR EQUAL ND•' .* p
<br />NOTE fQQ QDM6INATION of SLL �'-:. _ ,a:,• St E Of `;-r'k�#
<br />TOP k Bottom MOIJN71NGS CAN BE -'s,A�,•FL R,O. '-WJ
<br />j COMBINED IN ANY WAY TO SUIT ANT'SSI ,1,L-�'?�
<br />INSTALLATION
<br />101111111
<br />STUDS a EVERY
<br />OVERLAP
<br />(12 ,/2" DC)
<br />TO HOLD PANEL
<br />I
<br />i - (
<br />SEE SR �WTERIOR PANEL END PANEL
<br />® aR I�.T;' - SC/1 OR NOR FORA p1 L 1
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<br />�AXLMUM A.�.i)_QESIGN PIES _BAIINSE_1�.�.f1BNO
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<br />INSTALLATIQNSINTO CONCRETE & CQKETE BLOCK STRUCTURES
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<br />I 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />am I �--•NTERIOR PANEL 1---END PANEL
<br />Igp)OR DIY-• '• SCHEME {' SCHEDULE
<br />3' ^••- /2 FOR l2 FOR )'
<br />MR. ANCHOR M ANCHOR
<br />SPACING SPACING
<br />__..--._._. 1'-3" Mm Y.._--.. _... .__
<br />DETAIL_ Z ; FLQQR-MMQUNILHG INSTALLATION (APPAICADU TO SCHEDULE -2)
<br />SCALE: 3/16' - I'
<br />MAXIMUM A.S.D.-QE5LW PRESSURE RATING s.i.) ANIZ._CQRRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
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<br />C°IaNA*N
<br />OF THEM
<br />rE7Fm1<'L•(n.1
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />I A 2 (TOP)
<br />.55.0. -720
<br />9•
<br />T
<br />9•
<br />9'
<br />9'
<br />9'
<br />B•
<br />9'
<br />9"
<br />9•
<br />I (110TToM)
<br />S'-0' WH LE55
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6•
<br />N/A
<br />1 k 2 (10r•)
<br />i
<br />.55.0 -72.0
<br />9•
<br />5'
<br />__
<br />9'
<br />_
<br />e'
<br />9'
<br />7 1/2'
<br />9`
<br />9'
<br />D'
<br />_
<br />r
<br />_
<br />1 (BOTTOM)
<br />A5''-O' TO 7'-6'
<br />(TpP)
<br />-Mud A 2-Mud A 2• 2 . _MJU_FLO9"OUN1.L0NDDIGN5 AT BOIIDLL_M', l.D.._x_i_ %T -
<br />MAMMA "a
<br />t1f51211
<br />PRESSURE
<br />AsIING .f
<br />LAM r t6Ra • STUB• W FROM w D, RARE)
<br />,Alt E ISM • r- Inv TOR a N41)
<br />APPUCASLE 10
<br />SECTONS / !
<br />SE COVBINA}ILA•
<br />THEM
<br />mkxwuM PANEIt
<br />LENGTH "L' (It,
<br />_
<br />--_--_
<br />A cCONCRETEOr
<br />O
<br />. 49.2 -61.5
<br />1• y
<br />4 1/2- 4 1/2-
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />.52.6 -66.0
<br />3' 3"
<br />4• 4'
<br />2 (Bottom)
<br />7'-G' OR LESS
<br />.550 -72.0
<br />2 1/2- 2 1/2'
<br />- -4' 3 ,/2`
<br />2 (BOTTOM)
<br />7'-B' OR LESS
<br />2 1/2-
<br />N/A N/A
<br />2 (BOTTOM)
<br />TO 6'-O•
<br />155.0
<br />N A N A
<br />/ /
<br />~- s'
<br />S'
<br />2 (BOTTOM)
<br />_71-6•
<br />7' i -
<br />6 0 E' e'
<br />M+1eMA .3D IItl14R
<br />b'.LMon
<br />I,d Pwp tdGnl
<br />flllw.TlP.
<br />m lAATS
<br />PAYLt
<br />L =,.
<br />.65.o, -72tt
<br />r-4-
<br />7 3f..
<br />w.aNO
<br />SEE SHEET 15 ION ANC.4ONF IYPI A SRACYO ITCH NSTAUAO)NS INTO w000 FRAME 91RONG
<br />YNIYw ANCHOR WM'NGS AND MNAW TINE ART ' I o On 1H FED C 04 C MA-M [ 4 .O•[IHAE NON
<br />C.O LESS THIN NKI IN, K MIORM RECTOR rMC1F0R SS OPE 6Y le1 r In PO UDIESPAC1
<br />r1DR.I ON Sow^HIIC AV THIS OKRAtIIMN la K POSSHRt
<br />RNLrFACT
<br />REDUCILD SPACJIIG T 11 SNALAL UT
<br />119Nr FACTOR OWL E LESS n+,w WMWN SIVL•A
<br />IT HO
<br />C
<br />nNOERaEa FOR EACH ANCHoe TYRE A ANC4OM TtcEw.
<br />'All �
<br />P rARaNR
<br />74`0Awn
<br />PAm1NAn
<br />S
<br />MIT AICP ePeoRa At
<br />3
<br />3 _
<br />31
<br />)
<br />7 IA
<br />-
<br />ue MrH
<br />a In
<br />4
<br />A I ILL CA INK OMMM
<br />RV MI
<br />No.44167 ':
<br />;a.
<br />q'.
<br />• W
<br />PA2o IAttco, INC
<br />LS,SjMrc
<br />Imo_
<br />I�1
<br />N C
<br />PE' SEµ/MCIANIR/GIFT
<br />U-0p05't,4 t
<br />nI A 7n In NA P
<br />FLORIDA BUILDING CODE (High Velocity NorrIcon# Zone
<br />20 GAGE GALVANIZED STEEL STORM PANEL DIw1+,,,
<br />GLOBAL PROTECTION PRODUCTS, LLC. p1/a/nAo
<br />n.n
<br />.ton s.W 31 Sle[[I
<br />cMYW. FL wl' 70-176 Ic.,L (Is4)•N-7445. INC. 14Hp5Y -610>
<br />4N, FPANM n
<br />WEE" 4 OF M
<br />MAKIM.�Ilr1_ A,S��.�F•SLGN PSESS_�E__RATING U2,14-d-AND CORRESPONDING MAXIMUM ANCyQg
<br />SPI3CING SCHEDULE FOR REGULAR .$ RM_p.LNELS j) & (fir) INSTALLATIONS
<br />INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES
<br />IVALm ONLY FOR PANEL$ G)! & INSTALIATIONT AS PER SECTIONS I THRU 10. ON SHEETS 4. 5 A 5)
<br />MAR RRIy
<br />MAXANCHORS SPACINGFOR Ell. - 3 1/r "
<br />n . D DEslow
<br />Two"
<br />CrTATAP-OW
<br />-OLA-N
<br />CI
<br />FANELMAN iTL14IE O
<br />T PAIKLWR RVS
<br />_ BOLA ]ET
<br />IP•LID1512 t0
<br />tiY I !
<br />MAIMUPWIN PANEL
<br />PRESSURE
<br />MOwG
<br />(P • 1.)
<br />TO CONCAM
<br />To
<br />CO CRM
<br />Ta CONCRETE
<br />I CCCR[R
<br />KOCK
<br />TO CONCRETE
<br />CONCRETE
<br />BLOCK
<br />To CONCRETE
<br />CONCRETE
<br />LLOCA
<br />�-
<br />to cowerrr.
<br />TO
<br />CONCRE}E
<br />BLOM
<br />10 CONCRETE
<br />ro
<br />CONCRETE
<br />KDOF
<br />CO IN
<br />ANY DOIIIIMT,ON
<br />or THEM
<br />12A1GM i• lR•)
<br />6`
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6•
<br />N/A
<br />v
<br />N/A
<br />N/A
<br />N/A
<br />1 (Fop)
<br />6"
<br />4-
<br />N/A
<br />N/A _
<br />6`
<br />e'
<br />6'
<br />6'
<br />p•
<br />6'
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />6'
<br />N/A�
<br />_ N/A
<br />N/A
<br />6'
<br />N/A
<br />6`
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6"
<br />I N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />5'
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />HMS. -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />3 A 4 (TOP)
<br />>T-5' TO W-8'
<br />DR LESS
<br />-•e --.__
<br />;,-. -
<br />._N/A _
<br />N/A -
<br />. 6'
<br />6'
<br />6'
<br />6'
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />3 (NOTTOm)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A-
<br />7 (TOP)
<br />m B'
<br />4•
<br />N/A
<br />N/A
<br />6•
<br />6'
<br />6'
<br />6'
<br />6-
<br />6'
<br />1 N/A
<br />N/A
<br />4 A 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12--1/2-
<br />6 1/4-
<br />12 1/2'
<br />6 1/4•
<br />6 1/4•
<br />6 1/4'
<br />6 1/4'~
<br />6 1/4,
<br />N/A
<br />N/A
<br />5 (TOP/B07TOM)
<br />50.0, -51.3
<br />N/A
<br />N/A
<br />12 I/r
<br />6 1/4'
<br />12 /2'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4•
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />'-6' TO IV-2-
<br />SS.O, -72.0
<br />N/A
<br />N/A
<br />6 1/4•
<br />N/A
<br />6 1/4-
<br />N/A
<br />5 1/4,
<br />6 1/4'
<br />6 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />0 (TOP/BOTTOM)
<br />'-B' TO 11'-2•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />B 1/4'
<br />6 ,/4,
<br />6 1/4•
<br />6 1/4•
<br />B. 9. 10 (TOP)
<br />143.5. -48.0
<br />6`
<br />♦
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />6 1/*-
<br />6 1/4'
<br />6 (BOTTOM)
<br />OR LESS
<br />6'
<br />4"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />5'
<br />6'
<br />6 1/4'
<br />6 1/4'
<br />9 (BOTIOY)
<br />12•_4. OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />A/A
<br />N/A
<br />N/A
<br />N/A
<br />6 I/4'
<br />6 1/4'-
<br />6 1/4'
<br />6 1/4'
<br />10 (Bo7roM)
<br />SI:L SHIET5 10, 11 AND 12 r0A ANCI°RS 1TPE A SPICING FUR MSIALLAtNINS INTO 41OCD FRAME PALO"
<br />wNNUw M{Hox SPACMaS AND MNtmw EDGE DISTANCE ARE ,IDIV•TTU ON nw SCHEDULE TOR Co. LES
<br />THAN NDITAICD ON SC•HO)VUE PEOUC. ANCHOR SPACRMC BY WEPPLTING WACW. SNOWN ON SOIEOUIE 0T
<br />w rOULCRING FACTOR[. FOIL D.a OPERATION to BE POSIMPLE, REDUCEO S IFK, 0117.40 L6.0 �ACION
<br />lIIALL NOT K LLSS IN* MMRMLRI SPACING NOCATD FOR EACH ANCHOR TYPE AT RNC.FORS .EGEND.
<br />AIOO TT96
<br />1/.•.
<br />wCON
<br />Ile.
<br />0111-11
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<br />J
<br />J
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<br />_'•nWIwrANo �MMNY P.) -..
<br />N•IRNd o....r AT•s
<br />-,--
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<br />- l --
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<br />11
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<br />3 I/I
<br />.
<br />it
<br />AIMILPJ INK I
<br />►A-9T
<br />011
<br />2 m
<br />3OR
<br />-
<br />='�P�� VCENSF/1p1,
<br />No. 14167
<br />*; Ar _
<br />�'. ST If (,
<br />IT, fZ L
<br />�x sS/0 N
<br />rJA,IINII"""k I SLAU,05110"WUNICAVVE
<br />FLORIDA BUILDING CODE (High Ve1oc11 NLP,Icor. Zone
<br />.am ILVM. W. I 20 GAGE GALVANIZED STEEL STORY PANEL f0
<br />olMwn m.
<br />GLOBAL PROTECTION PRODUCTS, LLC. p1/M n1m
<br />1 LEE C O INC �. .Wa SN m STRUT
<br />Sk'R-No�eiwelN-"it •:Rio eowANY D-V. 1454)W 7n...7Ja,. 20-t78
<br />aA nl.rr 4AI,RrA n 1
<br />1. r11DNE. 61A FAA. (W.,Mto-tn1
<br />rl,i-. UeO IN-,W nr Irq m MI
<br />CA- 0m6719 MR
<br />WAtro A TAW A., FC 4141]-1u Aw WCI Y ON ie
<br />MI
<br />INSTALLATION DETAILS -.-FOR _R.EWLAR_PANEUf�
<br />INTO EXISTING WOOD 'RUCTURES
<br />" V4-10 PANEIAMTE PLUS ' 14-IO PARSAAtE P1A15 1,-10 PAHCIWT[ PLU5
<br />.5 +/4' OC, W/ 1 7/8' i 1//4• Dc. M/ 1 7/0' -.. 6 I/.• OC W/ , 7/6'
<br />THREADED PEN[1RATION To TNR[WEo PRdTRla10N TD MOOD HEADER I T1e1EA0ED PENETIMTION r0
<br />... 'f N
<br />; -. N W000 FADER
<br />..� NFAC)FA CK611N6 WORD HEADER MO>_1Rf� EAISTNNG
<br />EXISTING WDoo � �'
<br />i
<br />1
<br />I
<br />7/s. J/3r
<br />1 � `-jam I- i 1E3+ •' - :irit � i ff 'E/w, i -t )K._ RAW HIT • I
<br />EIIDN IRIA • 1 '1 naN s7Lo • *WNW E11a .
<br />e RHr7,OEI/.•acC RHEADER 2• a 1/.• at I I/,• 0C
<br />REOUIItCO REWIRED
<br />u _
<br />M'• � IF"'
<br />CD
<br />SIT ScHFIDULE 0.
<br />511 SCHITRA, ON iE SCHEDI E W
<br />IDR MH SEPAAATKM i01 14, STPNMTMM
<br />IUII - �,A!,15 II>✓ , to CAS, t0 O
<br />'•'1 W+, PANEI LENG+7•. '.�. --. Mae PANEL LINOM III. PANE] IENGTII
<br />' •/•TI-ARIt' Is IS
<br />WIT 1) 1/.,r-,°RI. 5s (SET NOTE 1) I/rP »RI- sS (srr NOTE I)
<br />3
<br />1 M J r/ 7/enl . rye. / ' °7/EM
<br />�S>M�ON K 4.-I1
<br />t $OIL
<br />SDR 3011 OFMAX
<br />1'
<br />WR RR`` IIAS r LY
<br />I_.-_il I � 7�t'W/ >r I �i•Io�:Ae1wN I._-`� 'S` RV
<br />TArA RIII • _- //Re
<br />Ctwr 511p a • ,2 I/2' OL12 . �. 1• I r •
<br />4'. VG SCPEWS
<br />• 6' OC W/1 1/2'
<br />2`.4• W000 PLAT[[ N 2•• WOOD PLAIT i-` 2"14- FOOD F MTNREAOED
<br />REOUIREG - _. fit,-,p PARELWIE PLUS REWIRED '1j REQUIRED PENETRAnON At
<br />O 6 1/4' OC W/ 1 7/0' { r. MORIDTH OF LUTE
<br />THREADED KNEIRAITON •
<br />MR) WIDTH OF PLAT r o EAcC. StA0GEM0cmo SCOM a
<br />- 6' Wj
<br />51UD W , N`V" wN
<br />1NaADE➢ Pr)RTRAtION 1
<br />DIRECT MOUNTING INSTALLATION AT ROGROTH OF PIATT
<br />ALTERNATIVE 8W DIRECj MQUNT / WALL M ?NTING INSTALLATION DIRECT MOUNT / WALL MOUNTING INSTALLATION
<br />uAlr 3/e-,• ALTERNATIVE 9W ALTERNATLYE_IQW
<br />srAF i/A-1• NOTES:
<br />1. 1, INSTALLATIONS FOR µ 11ANATIVES BIN, 9W k IOW ONLY VALID FOR
<br />BUILDINGS WrTH AS.O DESIGN WADS UP 10 +43,8, -46.0 P.I,t, AND
<br />PANEL'S LENGTH UP TO 12'-4'
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, w/ SPECIFIC DENSITY OF 0 55 OR EQUAL,
<br />NOTE. FOR GOMBINATpN OF SECIbN
<br />TOP k BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />zy>p.\GENSe
<br />No. 416 } *7
<br />*. E
<br />•o'. Situ OT'-
<br />'"IINI IIpn11 LEI W./BGYMTLw[JTMI[
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />20 GAGE GALVANIZED STEEL STORM PANEL I DRAM" w
<br />GLOBAL PROTECTION
<br />. PRO
<br />DUCTS, LLC.IL ECO... uwo sr s,
<br />w.r.tt EwHtaw. 7:01.
<br />>M, 1 1. TNMe e}Il
<br />1I7°'6° Net
<br />Uv.rv4111 M
<br />u-aomnt
<br />INSTALLATION DETAILS FOR OPTiON # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/11 ,AG SHWA .. °° •/
<br />INTO EXISTLNQ- YYQ4�JR�RO
<br />.-.�
<br />I -
<br />, I/7 WIT. TM1rA0m PYIIr1RAT11.A
<br />pts*wc WOOD 14Aptw
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<br />ALIERNATIV 2
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<br />1/4'e-20.F ss. M3. r Oc oA
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<br />ALTERNATIVE
<br />W f-RAME CONDITIONS
<br />N!e_A CCHOR LOCATIONS
<br />1/4-0 20 P, Us a C E
<br />1
<br />PAELMID NUS • 5. 00 N/ ,/Y wln
<br />-0
<br />WALL 3n• • ,•
<br />TH,wAnn PrMLTRAIgw Io [K LNG Waco
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<br />WALL MOUNTING INSTALLATION
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<br />No.A
<br />FLORIDA BUILDING CODE )1i h Velocity Hurricane
<br />Zone
<br />ek
<br />mnro. IN, 20 GAGE GALVANIZED STEEL STORM PANEL
<br />N,
<br />I�M&IAL,Al KCl ARE ONLY WID FOR 64ALCW.S WON Aso OCVGN .OADS W TO
<br />1555. -72,0 00 AND PANEL'S LENGTH ,A TO If'-C
<br />j
<br />q-•• $T' It OF e4I t -
<br />` 9 -•. F[ R(0 ,. --
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<br />GLOBAL PROTECTION PRODUCTS, L.I.C.
<br />\R O INC.
<br />p7/Se/EoTo
<br />art.
<br />2 FOR NCW Rg00 FRAME CCN51wUCRE ROM WOMQIKPs 10 BC SOUTHERN"c
<br />PIN! N. 2, W" S"Cwc OE.Sm Or a 53 DR CovAt.
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<br />o • r"'N[ER'.6 COMPANY eve_ M. 3731.
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<br />. CZ
<br />/+_
<br />co
<br />C'n
<br />N
<br />4=
<br />N
<br />0
<br />AP
<br />Lt�
<br />C1
<br />V
<br />Q
<br />N
<br />O G] X
<br />CID ICE
<br />D CN
<br />d G� CO
<br />N Y
<br />CU a3
<br />E
<br />3 3
<br />d �
<br />U Q7
<br />� G O
<br />N
<br />E
<br />(n
<br />�J
<br />(D
<br />4-J
<br />C�
<br />Z
<br />O
<br />Q
<br />0
<br />7
<br />O
<br />U
<br />(D
<br />W
<br />S
<br />Q
<br />z
<br />z
<br />Q
<br />J
<br />SHEET NO.
<br />SH 1.1
<br />
|