|
15 , ir
<br />� 1. 3 A,
<br />1/4
<br />11 M.
<br />2'
<br />17.
<br />r7l,
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SPUT PANELS
<br />MALION
<br />$"ft PAN&
<br />m* 41
<br />A, AMT.
<br />r mcm
<br />--ca"OeIrm"NoW / m"I"
<br />4 X� aptaft"t
<br />'MI/2' - ?u;V Ou'UN I
<br />ED ALDVA -11 If
<br />F
<br />DETAIL I
<br />---= 'MmV.1r.- =_
<br />or -w '^J.
<br />'14'
<br />M.
<br />or MA W.. -1" -.1,
<br />SmT10K I
<br />WALE 3/8.1-
<br />MOTL MULOrSMTSE
<br />trjl��%W/00
<br />V&PAWELS ON TOP
<br />OR OOTMU OF OPENING
<br />(ONE PANEL OPENING W/ IUK TOP it BOTTOM)
<br />2
<br />Ah- MAIL
<br />,.M-u �j
<br />Cw TIP A low
<br />Mm
<br />tow 0 . 11191 DETAIL 2
<br />bdULLM SCHEDULIE
<br />MGK. MULUON
<br />REQUIRED NA,
<br />SPAN (n)
<br />TUK MULLION
<br />>
<br />>
<br />2' 1 1' 1
<br />s'-io, to lf-a, 2'. r 1111"
<br />I _3r`�
<br />J i 1 2
<br />"'m VAN. am
<br />SECTHM Y-Y SEW STORM PANEL ELEVATM
<br />SCALE SCALE 11117-1-
<br />FLORIDA BUILDING CODE
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR REGULAR
<br />EXISTING WOOD
<br />STRUCTURES
<br />PANELS12 & L'11
<br />A
<br />k
<br />2
<br />L'stuvAtmumAto
<br />to
<br />car
<br />A,
<br />m Jm,
<br />am SAIMAA
<br />WE
<br />00006
<br />An-
<br />VVINNIA4
<br />tAMS
<br />NWALLATM
<br />WALL MOLWINIS
<br />- ALTMMMM 3W
<br />SCALE- Ile - I-
<br />A, rw-'
<br />_L'_
<br />WALD-MY 111111011.01TI?
<br />HiSTALIAZIN - ALTEM TWE 1w
<br />J
<br />SCALL- I/e I*
<br />Emma k Fum MOLINTIM F1= MOUNT=
<br />OWALLAM - ALTIMNAME INSTAUATHM - ALTENAME SW
<br />(SECTION AT TOP 15 LAUTED TO +55.5-67.0 MAX. WAF- I/e - I-
<br />A.S.D. DIESION PRESSURE RATING)
<br />SCAUE:- Ile I*
<br />SMILE- Ile I-
<br />-w-
<br />VAN
<br />rLfm WOUNEW
<br />INWALLATM - SE=N AAW
<br />SCALE- Ile- I*
<br />1. INSTALLATIONS ARE ONL VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />PANEL'S UP TO V-11'
<br />�CEAI
<br />UP TO +55 .5. -72.OY p,s,f, AND LENGTH
<br />2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />Is
<br />FLORIDA BUILDING CODE (High Velocity Hu carmt Jan
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />No. 4167
<br />.2m YXIM AN:
<br />20 GAGE GALVANIZED STEEL STORM PANEL DRAWN ur.
<br />MOTE EDR COMBMTION OF SECTIONS:
<br />s GLOW MTE
<br />sT OF W_ CmN PROW= Lm
<br />Z: I Eco....
<br />7a:=-
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />R1
<br />-M S.". 5
<br />20-176
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />-
<br />"Mot
<br />F09 w n I
<br />CONCRETE ANCHDAS 00NOWE ANCHONS FOR CONCRETE ANCHORS, SIX SCHEDIAE ON $WWI 14:
<br />OWE sc�m" ON (SEE SCHEDULE %11 ON SHEP 13
<br />14) Dim t4) -3r- ro' woo" "c"m SEE & 1 15
<br />"m \ 11 1/4, 2/4. W4. 3/4 ce 4/4 1. 2 & IW/15
<br />_j POLAND, CONCRE'T . w
<br />_'Va'
<br />A
<br />WIN, I , I I I I I I I I I
<br />CONCRETE
<br />raft SCHEDULE 04-
<br />M�m JIM DIM 14
<br />Me, stiAmANCIN
<br />To
<br />'a
<br />to CLASS
<br />STUD 411 12
<br />5/r � (CAME,
<br />or
<br />DIET
<br />(3)
<br />xx %N1
<br />L*A 2/4. ZL/4. VA 4/1 L*11- & �W/115 EW1. Z & Iw/115
<br />A LM04AM LOCATION
<br />j ON LFE SIFETY PANEL
<br />AREA W/HO LIFE SWETT PANELS (SEE NOTE ISELOW)
<br />LOCATION OF LIFE
<br />IA, RED" PANEL" W/ OR SAFETY PAAFL ___j
<br />W/O REG" TRACKS (SEE NO
<br />CONCIRITTE ANDANS AS
<br />(SET SCHEDUE ON LAST PANEL &.7.0 SE INSTALLED
<br />LOT SAFE" PANEL OPENM SMALL
<br />SWEET 1.) 10"RED ODNCREM_ OPTION &I F RM ALWAAnWK
<br />ATEft=X0.*/ M*.=
<br />To F TION ,
<br />TO WE INSTALLED OR III)AINED rROM VOICE
<br />PEANELIff AS (JEAM STO OF STRUCTLINIE
<br />WALL _ILDJ1' ELEVATION
<br />WALL MOUNTING IkSTALLATION D EUD MOUNTING INSTAILLATIG SCALE 313r-l'
<br />SECTION I SCALE: 3/8' - I^ - SIECT101C 2 SCALE: 3/8* - GAP (Ap
<br />21� I- - -Ii-
<br />b9M ON LIFE SAFETT STOM PAHL_1:2� / _\144"
<br />1 LWE SAM STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) PAMOs
<br />OR AS AN INTERIOR PANEL (ANY PANEL LOCATIDIN 01 BETWEEN 040 PANELS).
<br />LIFE SAFETY PoNEIS MAY OR MAY NOT BE MWALLED ADJACENT TO REGU�AR PANELS
<br />(IN/ OR W/O REG" TRACKS-) SEE Hall 1)
<br />2 UFE SAM : ' GALVANIZED STEEL STORM PANEL AS SECTION B-8
<br />=W3PANIEL CONSISTS OF 0.039
<br />PER SHEET 2 Of ORNWING. SCALE 3/32* 1'
<br />THIS ITSELF TO K REMIMID OR INSTALLED FROM THE NSIDE OF
<br />STRVCTURE_
<br />'" To BE COMPONENT (1) Ar BOTTOM TRACK to
<br />ZEMOT 1a0p2T10F THIS .
<br />COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOUZWNG SECTIONS I
<br />L
<br />BE C
<br />2 ON, W., AS WELL AS DETAILS I & 2 ON S64UI I., ENSp
<br />FLORIDA BUILDING CODE (Wgh Velocity Hurrtcone Zone)
<br />4. M:n. LENWH I' -
<br />Alm ANCHOR VANC. AT BOTTOM
<br />a �. "m VL=G. OC FP
<br />SCHEDULES �k 2. SHEET 14. 20 BASE GALVANVED STEEL STORM PANEL
<br />COMPONENT MAY K PERMANENT OR REMOMANUE S glE
<br />5 SEE DETAILS MR INSTALLATION two wow numi outcocs ON SHEET 15� IILIECO.mic_'� '8&
<br />PRODUM MC.
<br />TRLIT CAME. n. &XII.
<br />IT SEE SHEET 4 FUR DIETAIL APPLICA&Z TO THE NECESSITY MR THE INSIA"11,41% OF so NAL W.- NIL'ANINA...."N ,. W'. W.W. (M)M-734L FAW (IM)M�7
<br />SPACERS AT TRACKS INSTALLED AOAACIM AND BEYOND TO STLICCO/W0OD BWDS. 0.0 _.H.. n. a"---
<br />-m ram 1
<br />1..
<br />111
<br />it
<br />I
<br />T1
<br />I
<br />(MICRON
<br />(Krum
<br />(Wrown
<br />111
<br />PANEL)
<br />It
<br />(00
<br />PANEL)
<br />At Do
<br />PANELS)
<br />6T-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (g.s.f.) AND CORRESPONDING
<br />nalto aw, itan PANITs-ii .6,11 As Pro, el� I � I. A . A, -1
<br />MAMMUM X&D.
<br />V_
<br />-hot ornow
<br />Z.-
<br />INOW
<br />.55.3. -TLC
<br />"s, On Los
<br />21/4-
<br />UNUXItD
<br />I THM a a 7
<br />.53-S. -72.4
<br />-V To Jr_r v-
<br />LMM?W
<br />I THIM, a k 7
<br />.55.0. -72M
<br />lfr-r TO
<br />2 1/2-
<br />WMNA,
<br />6
<br />-3-8. -8.0
<br />12-� OR LESS
<br />31/2-
<br />INP
<br />lk 0 A, 10
<br />- WMIM W/ 1/41010,1'31S, " A WNW 0 MOW * VOMAM OF PANIL
<br />COLD ONLY FOR PA"Et S106 Dal INSIALLATIONS AS PER gWY06 I THRU 7. ON SHEITS 4 & Si
<br />MAXIMUM &S.D.
<br />DESCH
<br />PRESSURE
<br />'T" 1w)
<br />KONORM AACHM U-00 FOR ED - I I/r
<br />APPUCA&Z 70 1
<br />A, i PANEL
<br />ANN comeneeN i 00
<br />OF THEW
<br />GRP
<br />Cftx.
<br />PAMIm
<br />TV
<br />CONCIVIT
<br />WILMOC.
<br />to CONCRETE
<br />TO
<br />Commit
<br />Raw
<br />To oommw
<br />To
<br />colcom
<br />TV CDNCRM
<br />TO
<br />CONCINOT
<br />ILO
<br />TV comamm
<br />TO
<br />a'
<br />NIA
<br />N/A
<br />"/A
<br />fr'
<br />*/A
<br />r
<br />WA
<br />I (TOO)
<br />r
<br />r
<br />N/A
<br />N/A
<br />r
<br />e
<br />r
<br />r
<br />(911ITTOM)
<br />•
<br />N/A
<br />"/A
<br />A/A
<br />1.
<br />N/A
<br />A/A
<br />Or
<br />N/A
<br />2 MAT
<br />•
<br />NIA
<br />MIA
<br />X/A
<br />I,/-
<br />N/A
<br />51
<br />N/A
<br />2 (eartm)
<br />-72JO
<br />r
<br />NIA
<br />W.
<br />k/A
<br />N/A
<br />"/A
<br />MIA
<br />r-Y CA UVIS
<br />I,^
<br />N/A
<br />6.
<br />a,
<br />a Mariam)
<br />"/A
<br />WA
<br />N/A
<br />N/A
<br />r
<br />H/A
<br />a'
<br />k/A
<br />5'
<br />N/A
<br />M/A
<br />r
<br />4"
<br />4 a
<br />A/A
<br />'/2-
<br />0 1/.*
<br />12 I/r
<br />0
<br />5 C-/NTMM)
<br />in Sam to . It FOR ANCINCRI, WK a VACHIC MR .40ALAMONS WIND wwo MAE
<br />MOAkO ANCHOR SPACIMIS AND NOUN EM DSUNCE AM INDICATED ON THIS SCHEDULE FOR EA). LOS
<br />ImAN INDICATED ON smmu mma ANCHOR www I" NULWLYHD S"ACam Smog" ON 101MAX NY
<br />THE FOLLOWC rACIVAS FOR INS OPERATION TO WE POOML I== PACIND VWIAWCD two FACM
<br />%,ALL WIN K LAU THAN � SPACING INIMAIVID roe EACH ANCHOR rANE AT ANCAMS LLODU
<br />4� Tom
<br />1/4'.
<br />0/4%
<br />11111.
<br />aut-im
<br />ta, WHOM (",j,
<br />3
<br />1
<br />a 1/2
<br />3
<br />A-"
<br />3
<br />3
<br />3
<br />"ZI
<br />i0a,
<br />J'/Z
<br />.
<br />"'2
<br />ammemsmammom
<br />elm
<br />_311
<br />CLIP
<br />I AD
<br />3 'fr
<br />L LONQ WAU W/
<br />oz mR
<br />PANEL LENDING UP To a, AM 6 Ife D.C.
<br />Inn LICARNS up 10 or-Ir Mo. On J-10
<br />Pft4num FEWALE to OR PAMINAlt " 0
<br />c. WITH I lIr mi� notEADED
<br />To I'MADUR me Au. UDwfm
<br />f -r AIN'
<br />Hi
<br />_�mm\ I I
<br />SEE SCHIMILLE
<br />ON SWEET a
<br />FDA -
<br />TIMM
<br />70 GLASS
<br />to;
<br />Cott
<br />k
<br />1/4 �O. . AM LOW ORM 41LOOING
<br />W/ S.& 04 0 6 1/4" OC
<br />MR PAREL LIVIVINS I* TO 5'-r AND 9
<br />Jft' cC FOR LEND" UP TO C-11'
<br />r;4- ft4a olt 114 IV PmgwmTl MVLE a OR
<br />ommm PANNININK RUS 111 12 1/2' 0. t WITH I
<br />�40DN
<br />IHMM PENETRATION AT
<br />OF ENATTIMI WOOD RAW RW
<br />Au. UINGINIS UP TO lr-e W.
<br />[HRM INUMLAM
<br />mim"V5
<br />Toi
<br />Eal
<br />INSTALLATION DETAILS FOR REGULAR PANELSCI)
<br />IN10 EXIMING WOOD STRUCTURES
<br />I=M_
<br />to
<br />I a-t
<br />Now -m
<br />Rt&A= Kate How
<br />FAviw
<br />NORM
<br />ALTERNATNE 1W ALTERNAME 2W
<br />SCALE 3/1w.
<br />WALE 3/9-1-
<br />INE SCHEDLILE ON SHOT? It
<br />' ! a
<br />to
<br />J__ A" EO
<br />I ED ON
<br />VON 0,U01,
<br />acumm
<br />4
<br />ALTERNATIW JW ALTERNATIVE 4W
<br />0 mwWV1N w PLATE SCALE 3/9.1* SCALE 3/5-1*
<br />CON
<br />Anp
<br />--I- A-- A- NOTE : SHUrrER TRICKS NOT SHOWN MR CLARITY
<br />I OTES:
<br />1. INSTALLATIGNIS 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-B"
<br />2. FOR NEW WOW FRAME CONIMUCTWX WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />STUCIS 0 EVENT
<br />wI CNiNUNP
<br />/21 0. C.)
<br />5/8' �� MASE Q
<br />r MA. (CASE 8)
<br />I I q I 1011 tj I I I I h 1 1 ! I,-- �-)
<br />SEE SEE INTERIOR PANEL \- END PANEL
<br />=141am" #I scwmu #I
<br />3" FOR ". - MR N-
<br />OR OKC, MOUNT ANCHOR AND"
<br />SPACING SPACING.
<br />DETAIL I NG INSTALLATION (APPUCABLE TO SCHEDULE 1)
<br />WA.L. 311C - I"
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING AND
<br />=RESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 4) FOR
<br />IMMILLATIONS INTO CONCRETE A CONCRETE BLOCK SIRM-URES
<br />MOUNT CONOTTENs me & BOTTOM w " -, 3 122* -
<br />mum" "A
<br />Dam
<br />PINSMAW
<br />WIND f-t.)
<br />or TO-W
<br />CAN-
<br />PAmmumm: nm" to
<br />APftJQI" TO
<br />SECTO" f k
<br />commm"m
<br />OF THEM
<br />MAVAILM PANEL
<br />LENGTH 'v W
<br />70
<br />to
<br />I'll,
<br />TO
<br />10
<br />Comckm
<br />R`
<br />mommw
<br />10
<br />TO
<br />10,111,
<br />Cojem
<br />am
<br />&.=
<br />ao"Cam
<br />It=
<br />KOCK
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />S'
<br />N/A
<br />C
<br />N/A
<br />I & 2 (TOP)
<br />+55.0. -72.0
<br />9
<br />7.
<br />2.
<br />1.
<br />a'
<br />9.
<br />2"
<br />a"
<br />v.-
<br />I (BOTTOM)
<br />5'-Q' OR Less
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />MIA
<br />N/A_
<br />(Top)
<br />.55,0 -72.0
<br />9.
<br />V,
<br />9*
<br />7 1/2'
<br />9,
<br />9.
<br />1 (BOTTOM)
<br />-01 TO 1_'.
<br />6.
<br />M/A
<br />--t
<br />a
<br />N/A
<br />-
<br />To 4'-4r
<br />9.
<br />F
<br />r
<br />v
<br />6,
<br />1 w
<br />I (BOTTOM)
<br />-
<br />mAmmum &&a
<br />DES"
<br />PROMM
<br />t'R , tm 0 vr WIN raw m- w Mae
<br />am 0 mm a r raw w or Mao
<br />APPLICABLE TO
<br />SECTIONS It &
<br />Wr CONIB"-TtO�
<br />OF THEMI
<br />MAXWUM PANEL
<br />LENGTH V (ft)
<br />TAPDON
<br />clam
<br />E mzmm
<br />-49.2 -61.5
<br />3' 31
<br />4 1/2-
<br />2 taOTTOM)
<br />7-6' OR LESS
<br />-52.8 -".a
<br />Y 1.
<br />4' A.
<br />2 (BOTTOM)
<br />7*-V OR LESS
<br />+55.0 -72-0
<br />2 1/2' 2 1/2-
<br />4' 3 1/2.
<br />2 (BOTTOM)
<br />7--13- OR LESS
<br />2 1/2- i 2 1/2.
<br />N/A N/A
<br />-2 (son
<br />6- TO B.-O-1
<br />N/A N/A
<br />1. r
<br />2 (
<br />- =T...-
<br />BUILDING CODE (Niah Velocity Hurricane
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />SEE sat \-INTERKDR PANEL \-END PANEL
<br />7, SCAEKLE SCEMU
<br />- #2 FOR 02 FOR
<br />RAN ANCHOR M" ANCHOR
<br />SPACING SPACING
<br />I' _3' W
<br />DETAIL 2 F INSTALLATION (APPUCABLE TO SCHEDULE 2)
<br />SCAI 311W . I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L0 scHFnuLr
<br />LAPPLACAILE ONLY TO SUMM J_" NQ= FOR LIFE SAPOY STOM FVWE-
<br />Ni� .
<br />No. 44167
<br />W-W
<br />2 3X
<br />SICE SITTY IS FOR AOC"Oft IMIL & SkCft MR INSTALLATIONS INTO NVID 111014 BUILDING,
<br />� ANCHOR VACINCS AM WOMAN EDDE DISTMOCE ARE IMINAIVID ON INS SMADME. MP
<br />ED, LOS THAN MICATIC ON SCHODIAL REDUCE ANCHIN VACM at �TPLYM 9400
<br />DID" ON SCHCOWLE III THE rQUAWING FACTORS. FOR THIS OPERUM 10 K POSSIBLE
<br />WMICED SPACING OBTAINED USING FACTIOR OWL MW WE UESS TKAW MINIAN 9%04
<br />01011CATI11 "M EACH ANCHOR TM Ar ANCHORS LNEMID,
<br />---*/,V.
<br />I
<br />Ijeo!_
<br />Ile.
<br />mm
<br />jor vt�
<br />p"awsw
<br />W,W
<br />a,-
<br />w Now WNW w
<br />1�3
<br />3
<br />3
<br />2'/2
<br />#T"-
<br />3
<br />Ell
<br />3
<br />3
<br />, I
<br />3 1
<br />-
<br />AMK a& "IN WOW
<br />mcm
<br />t
<br />f
<br />7
<br />L 3 'w
<br />-7
<br />AD
<br />__ I Vo
<br />C_
<br />>
<br />C)
<br />0
<br />CL
<br />CU
<br />0
<br />-a
<br />C)
<br />Cn
<br />q
<br />=3
<br />cu
<br />0
<br />-cu
<br />0
<br />C)
<br />5_
<br />q
<br />0
<br />=
<br />C
<br />.0
<br />LL
<br />CU
<br />0
<br />m
<br />CU
<br />>
<br />(D
<br />E
<br />L_
<br />2
<br />(a_
<br />C-
<br />W
<br />CU
<br />0
<br />ul.-
<br />F-
<br />-0
<br />C-
<br />Zn_
<br /><
<br />xC
<br />..Cc
<br />cc
<br />L
<br />z
<br />z
<br />w
<br />mi
<br />AMIELNIATIE PLUS
<br />414-10
<br />PANELMOTE PLUS
<br />6 1/4- D.C. W/ 1 7/0'
<br />"TIW1.'
<br />THREADED MWIN1111IM TO
<br />TASTING w HEADER
<br />T.C.5ED
<br />EXISTINKI,
<br />WOOD I
<br />WOOD HCADEER REOVIRI
<br />k
<br />4m
<br />rAw ING 0
<br />000" ww 0,
<br />HENDER
<br />WOOD "LAM
<br />REQUIRED
<br />i j
<br />G
<br />sclem" om
<br />SICE goEM" m
<br />rw
<br />Toe M" SOVA�
<br />to OLM
<br />q-10-10", is
<br />M- PANEL LENGTH
<br />(SEE MORE 1)
<br />N"
<br />Max PANEL LEMSTH
<br />(SEE Now 1)
<br />3/3r WIND WA
<br />It
<br />T_
<br />SON
<br />OF 'L
<br />WAX
<br />411101, am 9
<br />L
<br />Zw.4' WOOD PLA�R
<br />REQUIRED
<br />WIDTH Of PLATE
<br />ALTMATM BW
<br />SCALE 3/11-7-
<br />OF L
<br />JIA10 PARIELMIT PLUS
<br />O.C, W/ I ?/a -
<br />THREADED PENETRATION TO
<br />011SIM WOOD HEADER
<br />ONE
<br />I If.* oc
<br />sa SCHEDULE ON
<br />ON' SEP AIM"ON
<br />to I
<br />MAX
<br />_LUL
<br />'it At/
<br />7,0. 3/1r
<br />j
<br />Elm. 12 'jr,QC I I
<br />49*44k
<br />t I/.'. UkG SCREN
<br />/2
<br />2-14- W= P�ATE i
<br />REQUIRED REQUIRED PENETRATION AT
<br />Nowom Of PLAIT
<br />1/4-0 LAG SCRICAS 0
<br />AT MIDWIWH OF PLAN A
<br />MKCT MOUNT INStALLATION MWCT MOUNT IWALLAnO
<br />SCALE 3/8-1- SCALE 3/8-l'
<br />9=1
<br />1. INSTAI.LATMS FOR ALTERNATNES GIN, 9W & IOW ONLY VAUD FOR
<br />BUILDINGS WITH &S.D. DEN" LOADS UP TO +43.8. -48.0 po.L AND
<br />PANEL'S LENGTH UP TO 12 . -4*
<br />L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PiNE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR E L_
<br />NOTE FOR COMBINADDIN OF SIECIIIONS
<br />TOP & BOTTOM MOUNT04CS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />1/4. LAO =ft*5 0 r O.C. W1 INSTALLATION DELAILS rOR OPTION # I FOR UFE SAFETY STORM PANEL SYSTEM
<br />two wmwlom INTO EXISTING WOOD STRUCTURES
<br />M'Iii:IIIiiiiiiI A CD
<br />2'! to. 777�;� c-
<br />to
<br />ED
<br />CU
<br />>
<br />ALTERNATIVE I ALTERNATIVE 2
<br />1, i/r Alm. 0_
<br />Onill (M.1 W,
<br />DIT. '/14) 1 ! me 0_
<br />sm SCHEID
<br />a.
<br />Input.
<br />SEPAIM"'I"
<br />To outas
<br />Io'
<br />E., ED
<br />nEoLqu
<br />7 ICU a -
<br />co
<br />ALTERNATIVE 3 ALTERNATIVE
<br />Kwjw Us sm'" a r Vc. w/ 1 '/2.
<br />cf)
<br />f�:. I "'t M-L & " af Cp CIO
<br />1.14-t-20 RVIEVATE IIENALE 0 ON ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LQMION
<br />"WENARt Ir sckL. 3x
<br />OWA= AM Ne" 114' &'"at w000" m
<br />Pull: "m S'Amm m�om ACT slam FOR CLAINT,
<br />WALL MOUNTI L
<br />AUERNATIVE I W N ie� �4f LLI
<br />f4o. FLORIDA WILDING CODE (High Velocity Hurricane Zone)
<br />=n wTm. INC. 20 GAGE GAILVANIZED I.P. <
<br />STEEL STM PANEL or� a,.
<br />z
<br />I OWALLAMW ARE ONLY WLV MR INALZOM WITH A.&D DE"HIN La"' Up To CLOM MTECTM PRODUM, 11C. 47/�
<br />. 72 WIN AND PANOLS LENGTH UP TO ir-Ir. SQUINVIN
<br />+55E - o
<br />2 "M NEW WOOD FR" CONSTRUCTION, WOOD NEWSOM TV WE
<br />PIK N.. Z W/ SPECIFIC MNS" Of OM OR VXML. 5";; '5 a z
<br />)m-m& '� 20-176
<br />'4441 HMVA PAR- rco" N. AHWZ too QXAE FL <
<br />SuE/WWHAnW"VAjt c.-am" 'I, - -1. . A,
<br />.=A U.Lff 67 - WHOM%
<br />IT a.
<br />SHEET NO.
<br />S H 1 . 1
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