|
1 3 YLt
<br />. SnEr .
<br />teMONE't MANAU
<br />Eta 9D•OME
<br />WALLL __AND-MOMOUNTING INSTALLATIONFOR
<br />SPLIT PANELS
<br />it 'I, WIT
<br />-------------
<br />��ALI-)
<br />n RADIO
<br />No
<br />2
<br />Wm'/ED. SIR, "LuC3 suou,
<br />.WA
<br />=- -e - -
<br />--
<br />I"NA" RAT_
<br />ox
<br />T-
<br />TA
<br />y1p ' T 7-
<br />ELEVATION
<br />SCALE DETAI
<br />MULLION SCHEDULE
<br />COMJKW ANONP`NF
<br />Om F<NEDML
<br />ON, UNA...
<br />=41=4 =
<br />'. I_ -12 0 -I
<br />"0.. WILL"
<br />REQUIRED U`n,
<br />SPAN IF, t
<br />Fm MULLION
<br />16 ...6.
<br />2". J*. I/S*
<br />> 4'-6* To 5'_m"
<br />4* A 1/8*
<br />5'-B* to IF-10,
<br />12*
<br />6'-10, to mr-D,
<br />t 2'. 4'. 1/0'
<br />• WAtIg :ALB RATING
<br />4 SS.GQWENASNE"'35
<br />HIED
<br />SECTIQN I
<br />SCALE 3/6 "
<br />NOTE- MULLION CAR Am BE NTSIALIED W/o STORY PANELS ON TOP
<br />OR ROTTOW $0 THAT IT m LocAlm AT Top OR BOTTOM OF OPC4NC
<br />(ONE PANR OPENNO W,, FUTTE top IS BOTTOM)
<br />FAR
<br />11114
<br />-4/2 1- 2.
<br />SECTION Y-Y SPLIT STORM PANEL ELEVATION
<br />SCALE I/w-
<br />IN
<br />No. 44167
<br />A,
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />"1_ 16ISCIL, ING
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />/m/30
<br />LI; E7 M.- 1. nWIT
<br />.0 6 tMeN.Ormew Carw;;4 mn,
<br />PHOME, 20-176
<br />PARINI
<br />wa
<br />V, IF 441 or n
<br />INSTALLATION
<br />DETAILS FOR REGULAR,
<br />P ELS('-fi & i, -1A
<br />INTO EXISTI Q WOOD
<br />S RUCTURES
<br />-7
<br />7
<br />4 er
<br />7m
<br />r
<br />1�41
<br />Woe
<br />WALL MOUNTING
<br />INSTALLATION ALTERNATIVE 3W
<br />FAN. 11
<br />_4
<br />BUILD -OUT MOUNTING
<br />MILING 1k F10OR MOUNTING WALL A rLOOR MOUNTING
<br />INSTALLATIONS_- ALTERNATIVE
<br />WALL MIQL1NnN
<br />INSTALLATION - ALTERNATIVE 4W
<br />(SECTION AT TOP 15 LIMITED TO +55.5+67,0 MAX V..Ar. '/4- - I'
<br />JNSjeLIAIiQ14 ALTERNATIVE
<br />2'
<br />A.S.D. DESIGN PRESSURE RATING)
<br />FLOOR MOUNTING
<br />NOTES.-
<br />wUnn )hyINSTALLATION
<br />. Titt;
<br />1. INS'IA"IQNS ARE ONLY VALID FOR BUILDINGS WITH A.S.D.DESIGN LOADS
<br />TO -72.0 AND PANEL'S LENOrH UP TO 8'-S"
<br />....N..
<br />EN
<br />UP +55.5. p.0.
<br />RACIFIC 7
<br />1. FOR NEW WOOD FRAME CONSTRUCTION' WOOD MEMBERS TO HE SOUTHERN
<br />•F`
<br />I LORIDA BUILDING CODE (High Velocity NuricanB Zan*)
<br />PINE NO 2. W/ SPECIFIC DENSITY OF Q.55 OR ECILIAL
<br />No. 4167
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />io GLOBAL PROTECTION PRODUCTS, LLC. DAre
<br />ST IE oF z I L E C 0
<br />TOP BOTTOM MOUNTINGS CAN BE
<br />77
<br />w A COMPANY OPAL I w1. 20-11.
<br />:_�
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />11
<br />MUN-7us"Am TI.Mumi _
<br />"
<br />--,, t� ::�
<br />1-
<br />A�rNuWL
<br />__ _I
<br />-
<br />AA,`ER TRAIT c. or
<br />'" 76P7 I -
<br />COUQ,,F`i ANCHoRi comcwt ANOCK CONCRETE WHM: SEE SCHEDW ON SM
<br />(SFr scHrom (SEE x.=,QN cap Noto 5041M, Isa sEC1`CN SORT, I
<br />sw, 1.
<br />AT
<br />-0-1/4, 2/4. 2A/4, 3/4 4/1 1, 2 & IW/115 I r w.
<br />Iovuf D c
<br />ME Nth F A I I MAN.
<br />f.2!0' -5oo-
<br />WIN,
<br />Room co4c*m
<br />prou"FD
<br />Illy ]TV TH IT 1]-I-MT L�svr Scusaw a" SC-ODuU Qu-PUT[
<br />"1 , "
<br />FOR ruchimmv, foR "w"61..
<br />m CIA" 1
<br />rIER,
<br />%%o It Is In- of
<br />""THE 1
<br />3PEM? v. tch" I spatmun
<br />To
<br />'2 1/ 3* Q. (CAFE 12 In, or, Ik,
<br />sl� ocy /'Rif (SO! DO 2/141 ...1-
<br />.1
<br />1-1 T 1 j
<br />(ALTERNATE 10CATION
<br />AT
<br />A, Z/14) fb 'IT•11 (1-HATE ICCA11M
<br />if 0 AT END 0114115)
<br />P0,011, IoNCKYJ a 2/-
<br />41
<br />ON CON"'N'T"
<br />1ROD,` MAUL.
<br />wwxf,o
<br />7
<br />L*1 & w/1 5 1
<br />/4. 2/4, 2A14, 3/4 IN 4/4 2 W/15
<br />At TERNAIE LOCATION
<br />ON LIFE &WET Y PANEL
<br />AREA W/NO Let ITAPETY PANELS (SEE NOTE tBELOW)
<br />LOCATION or UPE
<br />1. REGULAR PANELS W/ OR SAFETY PAML
<br />*/0 REGULAR TRACKS (SEE NOTE I
<br />CoA,Ar`E ".m BELOW) I LAST PANEL (1) to eL "vALL&D
<br />SlOft
<br />"CMEi,VL[ ON LIVE IAFIETY PANEL OPIENING"s.."
<br />- OPTION #1 FOR WEE AFETY STORM ALWAYS BE PRENIOLD
<br />=
<br />POUNTED -McNEIt fD FACILITATE (NISIALIA%NY
<br />ADORNED To BE ABIALLED ON REMOVED FROM I"of
<br />PANE 1` 11 & 0A OF STRUCTURE
<br />Iva scuumm ON t
<br />%Hw ") ELEVADO
<br />WALL MOUNTING INSTALLATION WALL AN SCALE 3/32'- I'
<br />-2WALLATIQN
<br />SCALE: 318" . 1* - SECTION 2 SCALE 1/5- • J_i/.- - ow @ 0- 1,4,
<br />21�
<br />A, GIP
<br />LS_IXL LIFE SAFLT,_&[QBM..e.ANL, _�Il IM
<br />I_IeL _x. 7
<br />7UF1 SAFETY STORM PANEL CAN BELOCATED AS AN END PANEL (FIRST OR LAST PANEL'C, f" -
<br />OR AS ATIMPN, 4TERRAFE LOCAr k.
<br />AN UITERICIR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS) m OIT T
<br />LIFE SAFETY PANELS MAY (IR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS t PANELS
<br />sa NOR 1)
<br />W/ on W/o REGULAR TRACKS.)
<br />2. LIFE SAFETY STORM PANEL CONSISTS Or D 039' GALVANIZED STEEL STORM PANEL AS SECTION 8-8
<br />PER COMPONENT SCALE 3/32--l'
<br />L2.ISHEETT2 OF DRAWING
<br />THIS TSELF 0 Of REMOVED OR INSTALLED FROM THE INSIDE OF
<br />PANEL
<br />STRUCTURE
<br />J ,FESAFEr, P R'OJIPES TOP TRACK TO BE CDMPC-NENT(D& 90770M TRACK TO BE
<br />AS -I-OF THIS DRAWING ....... %
<br />COMPONENT ISET11ILL; IALL OR FLOOR MOUNTED FOLLOWING SECTIONS I
<br />E�N§
<br />2 ON THIS SHEET, AS WELL AS DETAILS 2 ON SHEET 14 w
<br />I & v FLORIDA BUILDING CODE (HIgh Velocity Nor Icane Zone)
<br />4 min LENGTH FOR COMPONENT 4D Is Is' z
<br />uo.ANCHOR SR INC FOR COOPONEW(j)ANIC"ORAGE AT ISOTFOM IS GIVEN ON11
<br />SCHEDULES I A 2,'SHED 14. 20 GAGE GALVANIZED STEEL STORM PANEL - w__
<br />z ., 1
<br />Ik I., ---
<br />COMPONENT 0 MAY BE PERMANENT 0* REMOVABLE In wt�__,
<br />w GLOBAL PROTECTION PRODUCTS, LLC.
<br />5 SEE bEtAILS FOR INSTALLATION INTO WOOD FRAME SOLDINCS ON SHEEP 15. 11L I E C 0m..
<br />6 SEE SHEET 4 FOR DETAIL APPIUCABILE TO THE NECESSIrY FOR THE NSTAILLAT,014 Lee) X�k_TNILW_E�i_w
<br />IN "NOME 10 20-176
<br />SPACERS, AT TRACKS fWALLED ADJACENT AND BEYOND TO STUCCO/WOD0 BANDS. DRUM -
<br />ri "VSNUA`UW1`A" Okrlp A NLU` Of t.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING U-2,11I I) AND CORRESPONDING
<br />MAMMUM PANEL LENGTH "L" S.CJ II c
<br />ONLY FOR &(4 INWALIATOW AS PER UrrKM I TRRU 1% ON SHEETS 4. 5 4, 6)
<br />4 MINIMUM
<br />Wel-"� WL) NNNU IT, me- -;r-- Mv 1.y-C"-*
<br />.564. -71.0 71-r on Las 2 UNINTILIto I TNRU 5 A ?
<br />.53,41, -77A 7,-v m W.-V Ahn, 2 3/1- 1114101.1131 1 THR. 5 a 7
<br />-7zo 'it-Ir TO 1 2 In' 0
<br />ON PIT
<br />.4M. -4114 12' A` 0. 3 1/2. 4, 2 A, 10
<br />./1*N_mI* 1$ US A 010"I A, 09J4AP Iuf� a 1.41
<br />MAXIMUM A-UL-MIgNi.,PRESSMIRE R T1_NQ_1PLt) AND CORRESPGNDING MAMMUM_Ah0QR
<br />SPACIN .SCHEDULE FOR REGULAR STORM PANELS j � A j_&JN2&LAEM
<br />INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES
<br />WO ONLY FOR PANELS Cj) 111 (0 INITTIALLAWNS AS PER SECTIONS I FWRU 7. ON SHEETS 4 A 6)
<br />NAxMNAN mmm SpAem MR to, - 3 In- -
<br />T~C"-No "'Amitm rammi 0 -INOLUNIX ft"m 'mmus 0 a mummum D,
<br />To TO I - 7--w-- RAW =4.
<br />ku., JR.,) loopwom tommn vacaNORM CONCRETE IOCOND" TO CONCRETE OPCRM OF rM,
<br />BLOCK BLOCK Kam
<br />N/A 6` N/A. WA w, (Top)
<br />M/A IS. or e
<br />N/A N/A a. N/A
<br />N/A N/A N/A NIA N/A
<br />-Ti a 4/A 4/A N/A IT. WA a' N/A MIA 3 A Ir-v OR LESS
<br />OR LESS
<br />r v N/A N/A §* A- 6. 6, 3
<br />M/A W. N/A "/A III. MIA 6. N/A 7 ITCRI
<br />4. N/A N/A e" r IT. _rl A
<br />6 1/., 1 5 CTOP/DOMUM)
<br />MIA MIA IT A r;,,, 14 6 1/.
<br />Ur SMICOSI 10 6 11 FOR AMCI TYPE A - Pop �O WOOD rMARE VAN*.
<br />WHO" ANCHOR MANOR" Ale ~tw foot NSIANCE ARE OMWAITIO ON im SCHEME " E.D. Lvil;
<br />IMIA *meow am SCHEDULE OUNCE ANCHON �ARLI . -Alft"N' vw�id SHORN ON SCNEQ,.E In
<br />"g FOLLOO" FROM MR THe EPIMATKW TO BE POSSIBLE, AUXICED VOCINO OBTAINED UILAQ F�ICP
<br />SkAu, Nor Be as t`0,M FANN" SPACRKI M"ILD ION CNOR AM;HOR FINE m ANCHaft LEStNu
<br />imam TIN[ �/. �1. *, `IRA/)A
<br />AN
<br />PON NARCUUM, .4�
<br />7,_ 8A
<br />I
<br />_ - t3 3
<br />FLORIDA BUILDING CODE (H12h Velocift Hurricane Zone),
<br />AWJL am. sm now No. 4167 L, 20 GAGE GALVANIZED
<br />E $ GLOBAL PROTECTION PRODUCTS. U.C. WIT,
<br />�4I"
<br />ne".. A C...."Y I DNNIL 20-176
<br />11LIECO.
<br />MR, RHONIT: (04)M-75.0, IM, pmHj"_m)
<br />tVNWNT;I NnNn
<br />IF Ln 26
<br />sff SHEET Is "DR ANC
<br />msal
<br />n RAP -DAMP
<br />TTI
<br />IT
<br />•
<br />WGfALARDNY
<br />nlaloll
<br />1/4' Ih . S/#' IONIC, ISMS BUINING A/
<br />ffi_9NM0J1QN_D_UAf�5 - TQ_R___REQ_V LAELF-ARE ULJ_,"
<br />,/4*.m7* ss w,, 6 6 V.. o. , RON
<br />P-1111 LENTLI-S UP 10 V-O' ARM 4 1/4*
<br />INTO EX STING OD STRUCTURES
<br />" LIENK"H$ VP M ON In- I*
<br />PANIOUMINNE `TMML1 ID ON PAkrUMAT otol' 4
<br />1 12 /2- o c WITH I tn� W, THREADOO
<br />FOR OR
<br />T_
<br />PENVANI To MEADER No UFFICD5
<br />Ir-or AIR
<br />/Al
<br />NI'(i'Nlri LOPE, LAOIA
<br />-j
<br />Fa
<br />to
<br />SIT
<br />TN \,i
<br />to!
<br />to
<br />to
<br />POIFNIEO
<br />APO:, m"m
<br />N`PuAKD
<br />ALTERNATIVE 1W
<br />SCAP
<br />Tin sctmk
<br />ON SHEET 5
<br />ML&EDULL M SHW 6
<br />CA
<br />to a,."
<br />SWAAARD.
<br />i to "s
<br />"I MT�_
<br />D4
<br />ED:
<br />ro:
<br />EDP
<br />to, Eol
<br />Eol
<br />EOL
<br />i-F5,
<br />7w.-
<br />4
<br />5/8 ewss "I-
<br />ss us It e I/.- D.
<br />"A"y
<br />FDA PANEL UTROING V, m•,-D' -1 a
<br />'11 ak 4!10 FURAUL D OR
<br />RAW
<br />UI, AN't, DWut ^M IS 2 In
<br />LNI %_ A
<br />'HerVor,
<br />ALTERNATIVE
<br />ALTERNATIVE 4W
<br />1/2' ADED I rmFm At
<br />WA THRE
<br />X or nomic Now FOR
<br />A
<br />1
<br />.3W
<br />SckE !/o
<br />SCALE 1/0,.,
<br />RE
<br />ALTERNATIVE
<br />A
<br />L1
<br />CONDITIONS TUCHOR
<br />LMA IONS
<br />ME0 MOUNTING INSTAILATIO BUILD -OUT
<br />O-IIIING INSTALLATION
<br />I(I'L s-"Lo nTACxS Nor bIoW, cop C,AR"
<br />ALTERNATIVE 6
<br />ALTERNATIVE
<br />9CA, r 5/6. 1,
<br />scAv
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A S.D DESIGN LOADS
<br />r *..:\
<br />UP TO 55.5. -72,0 PSF AND PANEL'S LENGTH UP TO 88'
<br />_ENSe
<br />FLORIDA
<br />BUILDING CODE (High V.ioc(fY Hurricane Zan.)
<br />2, FOR NEW WOOD FRAMLCONSTRUCIION. WOOD MEMBERS TO BE SOUTHERN
<br />lb `
<br />ra
<br />PINE NO, 2. W/ SPECIFIC DENSITY Of 055 OR EQUAL
<br />NO
<br />20 GAGE GALVANIZED STEEL STORM PANEL wAwN In
<br />m mm JDRHLO
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANYII
<br />I C_
<br />wrw20-176
<br />0.5 In, no.
<br />GLOBAL PROTECTION PRODUCTS, LLC. oil M Pone
<br />INSIALLAIR)TY
<br />..a. I �, ,
<br />YE� .1� okuux, IN,
<br />M-4
<br />N,
<br />1LQMLA I., IF
<br />+ of a
<br />STUDS 0 [VERY
<br />OVERLAP
<br />(12 /2- 0 C )
<br />TO HOLD PANEL
<br />I -I
<br />oil
<br />I
<br />I
<br />I
<br />I
<br />I
<br />�
<br />I
<br />1
<br />1
<br />V , SEE SIDE INTMOR RARE, \- END PANEL
<br />OR
<br />III Scmtwul In
<br />3' Pop No,
<br />OR DIRECT MOUNT
<br />A11v
<br />SPACING SPACING
<br />DEIAl1 _1 ;WALL
<br />MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1)
<br />SCALE 3/16- _ I -
<br />MAXIMUM
<br />A.S.D. QE519N FIR-M4"ATING U.S.f.) AND
<br />CORRESPONDING
<br />MAXIMUM ANCHOR SPACING SCHEDU E AT "46�, FQ8
<br />INSTALLATIONS
<br />INTO --ONfREIL-A"QtICRETE--BlU-K-5TANCTURE
<br />Sclu-Q11 1 TOP It BOTTOM W.L L. - � .z---
<br />5TWS 0 EVERY
<br />OVERLAP
<br />V,2 1/2* 0 C.)
<br />) HOLD PRIME
<br />1/6- INK,.
<br />(CASE 1)
<br />a. Min
<br />14•SEE I SEE INTERIM PANEL END PANEL.
<br />s EDULC
<br />C ULF
<br />ALA a+.rur0 Sr>i
<br />3� - I FOR 12 FOR 3.
<br />RAW ANCHOR U AN "M
<br />SPACING SPAVNC,
<br />JaETAJ"_Lf=.R -TING INSTALLATION
<br />SCALE: 3/16' . I *
<br />MAXIMUM A.S.D. DESIGN PRESSURE RAIM"Adj-AND
<br />MAXIMUM PANEL SCHIED LE
<br />L&PPLICABLE ONLY_ IQ X0112m. _24DICAIU-1 L
<br />W1v.M_m_shLLl_1A_
<br />-om A sx
<br />DESIGN
<br />-Kss1w
<br />PATIKO I-
<br />UPCOW
<br />OF up -GRIP
<br />CN.R_
<br />P�R IL IF
<br />PUMFLUAtt N-L's
<br />I -M L to
<br />a FILM
<br />MOMI11,1111 PANEL
<br />LLwQT. L (a.)
<br />C�-
<br />GOIREF,
<br />StZ
<br />to
<br />111mm
<br />TO
<br />CONCRETE
<br />INDEX
<br />To
<br />1,41
<br />to
<br />CONCAVIL
<br />To
<br />c ONCRETT
<br />IV
<br />CONCRETE
<br />BUIC.
<br />To
<br />awcorn
<br />7D
<br />C carm
<br />OCK
<br />N/A
<br />WA
<br />N/A
<br />11,
<br />N/A
<br />6'
<br />N/A
<br />6-
<br />N/A
<br />I & 2 (TOP)
<br />2
<br />9-
<br />9'
<br />9-
<br />9:'
<br />97
<br />(BOTTOM)
<br />5'-0' - LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />IS.
<br />IT.
<br />_11A
<br />2 (TOP)
<br />,550 -720•
<br />7 1/2'
<br />5'- 0' TO 7 _e
<br />,550 -720
<br />8*
<br />_
<br />N/A
<br />N/A
<br />N/A
<br />IS.
<br />141A
<br />C
<br />MIA
<br />6'
<br />N/A
<br />_20-11I.-
<br />t- TO .
<br />4
<br />r
<br />I
<br />-
<br />a'
<br />I (BOTTOM)
<br />LD
<br />-1. A D
<br />wl.,RN
<br />"Imsupf
<br />I MW 0 W w Few W OF W00
<br />CASE d MW 0 r RM, FROM MR W ANG,t)
<br />___.___
<br />wffkN
<br />APPLICABLE TO
<br />SECTIONS # a
<br />uNY COVISIRIAT0
<br />MAXIMUM PANEL
<br />LENGTH -L" (M)
<br />RATING f�,
<br />cczm CONGIM11
<br />to
<br />CUMULI
<br />Of THEM
<br />.49.2 -611
<br />4 1/2' 4 1/2'
<br />2 (BOTTOM)
<br />7' -6' OR LESS
<br />*52,8 _54O
<br />3' S.
<br />C 4
<br />2 (6011ow)
<br />-T
<br />0 OR LESS
<br />+550 -720
<br />1/2"
<br />7, / -r
<br />-(301TQ;)
<br />7'_ a OR LESS
<br />2 1/2' z 112,
<br />N/A MIA
<br />2 (BOTTOM)
<br />TO S'_O*
<br />1+56 0 -72,01
<br />N/A N/A
<br />1 3' r
<br />2 (BOTTOM)
<br />iaN]'
<br />YNMIM ANcRoft VACHNIS AND -- LoOr NTTyLrIANS eLnpAM
<br />DT-C - MaIUn* ON THIS SCr<DU
<br />POP
<br />A:
<br />0UCE0 SPACING ONTAINEC USING FACTOR %NAUL NOT ME LESS 71VNN wwwwAm VfACA.G
<br />a
<br />Ira ALTII\ [A CAI a'
<br />SO
<br />DER N, Tit
<br />u�
<br />CENSr
<br />44167
<br />FLORIDA BUILDING CODE (High Volottly H.,,icom. Zone)
<br />DER N, Tit
<br />u�
<br />CENSr
<br />44167
<br />FLORIDA BUILDING CODE (High Volottly H.,,icom. Zone)
<br />m�, Me
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />91/m/m a
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />oloc sw IZ-,
<br />11"w, n I,
<br />a►tMON1111ft"No
<br />- ___n
<br />IMATI.-W 1. Luu)-en
<br />20-176
<br />0RMANNL_
<br />11O.cu. - 1 0,
<br />I'Mon I- 111 25
<br />D JU. I 0-R-REO.U. PANELS
<br />('I) & dA
<br />INTO EXISTING WND-5-TRAVICIVORU
<br />ll
<br />V�O PAINLIMATE ILUS
<br />7/5'
<br />i
<br />J" 10 PANELMATE PL4J$
<br />6 1/,' O.C.W/ 1 7/8-
<br />'NOT 'EMIF1,1011 To
<br />*Do ON
<br />ED
<br />=w"
<br />STING WOOD HEADER
<br />EXISTING WOOD HEADER
<br />r-ms= w000
<br />A,
<br />IMP,
<br />I view snAP A,
<br />FAIR, mo A
<br />WOOD "LADFR
<br />WOOD HEACCIT
<br />REQUIRED
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<br />WOOD MEMBERS 10 BE SOUTHERN
<br />PINE NO. 2. W1 SPECIFIC DENSITY
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<br />FLORIDA BUILDING CODE (H,gh Velocity No, icane ZoneNOTE
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<br />FLORIDA BUILDING CODE (High Velocity Hurricane
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<br />F". 10(m. AN, VANIZED STEEL STORM PANEL
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<br />SHEET NO.
<br />SH 1.1
<br />
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