|
sm Swatme 11 1 k .
<br />.1HOP', WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />aMtcRITr APIOMR,
<br />smmu OR SPUT PANELS
<br />TA w Rom
<br />so,
<br />r
<br />m-I M-4 I.. c',.-* "MRAO
<br />4" A/2
<br />T - - -----
<br />or NALL.
<br />IF LE
<br />MIN, F G., x 1, , IJ L, I-
<br />e-
<br />SHOOS a & 1)
<br />- 211�'11�wer'
<br />'"I'M
<br />F =0& 111-14 RUA"
<br />MULLION SCHMLE
<br />* 9)
<br />m-
<br />SPAN fn')
<br />REQUIRED kg�
<br />TUBE MULLION -
<br />, *,-r
<br />a', r � I/r
<br />> 4'-G* TO Ir-Or'
<br />I- . 'v . 1/0'
<br />S-w To Ir-lo'
<br />-' 1 5' A I
<br />'2- . . .
<br />ItcTONt 1. 31. �
<br />SWEIT4 �' ev-11f To 3*-V 2'. C. t/w
<br />4 SPAN PRESSUAV RATING
<br />T8 VA
<br />�g FOR &S�Q %9M
<br />up T + D.J�
<br />J" ommm
<br />t-kilvo-1-11`
<br />NDTF- MULMOCANSM K I'm a PANELS ON TOP
<br />It THAT IT
<br />AT um
<br />OR Do 801TOM OF OPENING,
<br />cow PANEL OPERM 01 TUBE TOP & WITOM)
<br />A T
<br />2
<br />�2
<br />tWUJ4H Off
<br />2
<br />SMM PANEL
<br />SEUT
<br />U""N
<br />No.44187
<br />4m TkNom 0c,
<br />20 CAM GALVANIZED M STORM PANEL
<br />I Flo
<br />. WIN" W.
<br />rGU09AL PROTECM14 PRODUCTS. =1
<br />20-176
<br />MOM ft�
<br />INSIALLAMON
<br />QUAILS EQR REGULAR PANE
<br />(j) A (1-A
<br />INTO EXISTING WOOD STRICTURE5
<br />fTT
<br />-T- V 'H,
<br />vm z
<br />4U..
<br />Vu
<br />-. v
<br />"Aw
<br />w" Noun
<br />IssimLagN
<br />Buy, Ile - I,
<br />p
<br />INS
<br />7-
<br />CEIUN(j 4 fma womwo WALL Ak E= NO
<br />WAU. NOUNTIND
<br />INSLUJAM - Al MEMMMIE 4W INSTALL&tm - ALTEOMM Sw
<br />(SECTION AT TOP IS LIMITED To +ftS-67.0 VAX. SCAL4 1/4' 1'
<br />JERN&MT-n
<br />ASM, DESIGN PRESSURE RATING)
<br />ScAw- Ile I.
<br />WAS, 1/4, - 11
<br />zl=
<br />Act
<br />NOTES
<br />1� INSTALLATIONS ARE ONLY' VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />Hill 100 0
<br />SECTION AAW
<br />Sam Ile - r
<br />UP TO +55.5, -72.0 AND PANECS LENGTH
<br />UP To
<br />p,%,!.
<br />2. FOR FRAME
<br />FLORIDA BUILDING CODE Ulfgh Velocity Nu canti Zone)
<br />NEW WOOD CONSIRUCTIOW WOOD
<br />MEMBERS TO BE
<br />SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />No. 4167
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />SW: A4
<br />-0�
<br />BININTION QE JEC11ONS:
<br />TOP& BOTTOM MOUNTINGS CAN BE
<br />AMY TO
<br />OF:-�
<br />A
<br />lot -
<br />GLOBAL PROTECTION PRODUCTS, LLC. GOP
<br />T, ME C �--
<br />W4 -176
<br />I"", n'XR. on,44-FA a RIO, 20
<br />COMBINED IN WAY SUIT ANY
<br />I ION.
<br />W= i-QVIO OF 28
<br />vol"m ANCHM CONCRETE ANCHORS FOR to"ORM =A= go OHM 14",
<br />(SEE SCHEDULE 04-\ im SCRED --\ �11 FOR WOOD 0, 38M is
<br />SHM 1#7 1.) Z& Iw/15
<br />-r- T
<br />r*IA 2/4- 24/4, 3/4 4/4
<br />POURED co-C!"m I- . 2 & tw/15
<br />A00
<br />ON- f-s" $0,100" 04- RKIR WG3VOR PME Aw
<br />FOR Mt. rom
<br />70 SLAS
<br />Ran.
<br />-0 q A, END PA"OLS)
<br />WAILS Ip4
<br />POUIND
<br />OR CONCRETE
<br />BLOCK WALL
<br />LOM 14, 2/4, W4, 3/4 OR 4/4 L*I, & W/15 Lj�i, & iw/i5
<br />ALTERMTE LOCARM
<br />/7" ON LIFE SAFE TV PANEL L
<br />AREA W/NO LIFE SASM PANELS LOCATION OF LIFE NOTE Ilium)
<br />I.*. REGULAR PARD-S
<br />W/ OR
<br />W/O REGULAR TRACKS (SEE NOTE I
<br />OwAm ANCHORS, BTL 0*1 LA"m S.
<br />(sa SCHEDULE on Lo"t 11"WIS01=61LILL
<br />OPTION Al FOR UFE SAFEIY
<br />F., AA-. MEM
<br />SHEET 14) MIAMI C= 1A0LR1'1;m4%1v%"w ASA,%
<br />6 J-� ! I TO BE #tSbkLL0 OR ROKWED VACM INSIDE
<br />PANEL 11) & 11A
<br />001COM MCHORS OF STRUCTURE-
<br />002 SMIC)ULE ON
<br />S"m I.) -E ELEWICIN
<br />WALL MQUNTING WSTALIATION WALL ELM NQUNTING INSTALLATION SCALE 3/32--l'
<br />SEC= -1 sm&,� ve- - I- SECTION SCALE, 3/8* . I' I
<br />GAP
<br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN D40 PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERIOR PANEL (AW PA14EL LOCATION IN BETWEEN ENO
<br />14M."PANDS-
<br />LIFE SAFETY PANELS MAY OR MAY HOT BE INSTALLED AWACENT TO REk& rTIMIRNIVIR
<br />(W/ OR W/O REWILAR TRACKS-) GEL "m Ij
<br />2. LIFE S ANEL CONSISTS OF 0,11,214" GALVANIZED STEEL STORM PANEL AS SECDON 8-8
<br />I. -711-AM&PSHEET 2 Of' DRAWING,
<br />THIS PANEL AUDINS "ELF TO BE RENOWn Oft WSTALLED FROM THE WSIDE OF
<br />SITIUCTURe,
<br />3, LIFE SAFETY PAN REOWRES TOP TRACK TO BE COMPONENT BOTTOM TWX TO t'v
<br />T1 �
<br />BE AS PER SHEET 2 OF TMIS DRAWING a/ "iu
<br />Y 13E INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I
<br />EN
<br />ON Et, AS WELL AS DETAXS I & 2 ON SHEET
<br />FLORIDA SIALDING CODE LWgh Velocity HQ one Zone),
<br />4. Wrt. LENGTH FOR COMPI
<br />ft.� ANCHOR SPACINS 11nitr0Z QDANCKORAGE AT BOTTOM IS GAREN ON 20 GAGE GALVANIZED STEEL STORM PANEL
<br />SCHEDULES �& 2. SHEET 14, Mow RY2
<br />COMPONENT MAY BE PERMANENT OR REMOAAAM,
<br />1TT GLOBAL PROTECTION PRODUCTS. LLC.
<br />5 SEE DETAILS FOR 0,1VAILATION VNTO WOOD FRAME WILDNOS ON SHEET 15-
<br />"A", To"n.. a =�ZrRtt A%
<br />W.ZMP
<br />6 SEE SHEET 4 FOR DETA& APPLICABLE TO THE NECESSITY FOR T�fE INSTALLATION OF MIME' MI)ON-n45� fft MH)M-entl 20-176
<br />SPACERS AT TRACKS INSTALLED 70
<br />ANKENT AND BMW STUCCO/WOOD WDS �mtv-m. f.,
<br />Q1- It
<br />Fx. WgLAVI J,
<br />2j"I -giz a
<br />IMUM A.1% MM ERESSURE WNG - - hm
<br />malmum PULL Q
<br />N&M JONLY FOR PAMPLd'* At rQ 019MIATION11 M PRIt -V n I THINI In FA � A R A M
<br />OF TAX
<br />SOA -lu
<br />g 1/'V
<br />XED
<br />1 ".11 0 A 7
<br />V-S' No.
<br />2 VC
<br />memim
<br />I Tim 5 A 7
<br />;-.-,a -,v-r
<br />of
<br />MOWN
<br />.u.
<br />IX-4- OR LESS
<br />3 g/r
<br />WrAlzrm
<br />a 4 to
<br />� OULTOO W/ 114*0-2bil 1S VS, a wwm 00 avow 41 maiwoof OF PMEL
<br />NALID ONLY FOR PAMPS 1TA, Q OWISTALLAT11INg AS PER qWtftM I THRUI 7 FIN � L Z 41
<br />WYARAt AS.A.
<br />DESCH
<br />PREMM
<br />Avow ("t)
<br />wAmwN mown V-C** toa f-m . 3 'Ir -
<br />APKICAMLE
<br />Swaa f
<br />ANY CONSINKMIt
<br />a not
<br />HAAM"ItIM",
<br />LOOM
<br />I
<br />TAPM
<br />1-6-"Ai-614ti
<br />"Wi-6
<br />--T
<br />11NIX-00
<br />I'Mmwa FDA" 0
<br />pmatt"t
<br />ftm
<br />TO 0000IM
<br />comown:
<br />MOM
<br />To
<br />-�
<br />CO"mm
<br />ON
<br />--
<br />to comatm
<br />I w-
<br />a=
<br />I
<br />ri�
<br />:
<br />Ow
<br />r
<br />*/A
<br />1,/.
<br />0'
<br />YA
<br />7-
<br />V
<br />MIA
<br />14/A
<br />S'
<br />e
<br />v
<br />_±A
<br />R/A
<br />-1A
<br />NVA
<br />er
<br />*/A
<br />+5&5i -72A
<br />v
<br />911A
<br />4/44
<br />N/A
<br />v
<br />ft/N
<br />ff
<br />A, 4
<br />Op Lms
<br />OR U33
<br />v
<br />WA
<br />N/A
<br />6
<br />6'
<br />v
<br />4 Im"oNg
<br />t/1A
<br />V,
<br />R/A
<br />v
<br />N/A
<br />VA
<br />It.
<br />NIA
<br />7 m
<br />LVI
<br />6,
<br />r
<br />(WITow)
<br />N/A
<br />121/2-
<br />6 1^-
<br />12 112.
<br />d 1"v
<br />a V0
<br />1/4
<br />6 V.,
<br />0 ve
<br />SEE 94EM to k it FOR MWM TrK A SPACING FOR WSTMiATRINS WID WOOD MUT RKWUNG,
<br />IMMUM ANCHOR VAPPAM " MINIMUM 09 WANM Aft MOROCCO ON THIS SONWAL MR CO. UES%
<br />THAN INDICATOO 4" W0ULE kMW MOR411' VACO00 Of 1GAMM SP040C 11HOWN ON SMOUIL Or
<br />THE FOLLOWING FACTORS, MR INS OPTIRVION 10 BE PQOSW4 0"
<br />No er Use rHm MAIM* apgon mmlw rm �Aaf =4M.101w=
<br />Allow Toe
<br />t/41.
<br />,G�--P-
<br />01�
<br />41.
<br />1-it-
<br />4--*
<br />--ve
<br />f -
<br />wta-m
<br />1
<br />3
<br />ir.
<br />4
<br />kr/a
<br />E,
<br />E =41
<br />EX mwmwm
<br />09"
<br />ve
<br />SIALLABON
<br />-QR RF&ULAR I!ANE
<br />DEIAILS F
<br />a & (a
<br />"Re. wcms UP TO 4r-fr AND r, 1/4- O.C.
<br />10
<br />9XISIING WQQD MOMS
<br />Ir V.. THREADED
<br />J
<br />1 0 HEADER fop ALL LENGTHS UP
<br />x,
<br />7�1
<br />Eal 71
<br />3
<br />ED
<br />ED
<br />On SO4VJ4
<br />ON S'w a
<br />WE smoxy
<br />ON OHM a
<br />"
<br />TO
<br />SwmAriom
<br />GLASS
<br />FOR
<br />-
<br />SEPARATON
<br />10 MASS.
<br />7
<br />ED
<br />f0i
<br />ED EQ'
<br />z
<br />"Ito P"m
<br />MAII"m
<br />MMUNOGIS VP TO a,-
<br />MR um-" UP 10
<br />ONRIJI�4-10 PAPIMNATIE MACE 10 OR
<br />1w M �L
<br />ftDxmw PLUS v, 12 t1r CL �' HIM I
<br />SCRIG11%
<br />ALTERNATIVE M
<br />ALTMHAM
<br />TH.C'm POKMIKION AT
<br />lg;ptor D'S"N' WOOD PATT MR
<br />4 KATE
<br />A, *WAVM or RAM
<br />SCALE 3/0.1'
<br />SONX 3/8.1"
<br />Al U0116 UP To W-v V.
<br />RICII'M
<br />DIRECT UNTING
<br />%STA"mN
<br />NOTE -10RIUM TRACKS NOT SHOW14 MR C, ARITY
<br />CALE 3/5-1*
<br />MeNME 7W
<br />SCALE
<br />NMS
<br />4%,
<br />1. INSTALLATIONS; ARE ONLY VAIJO FOR BUILDINGS KITH A.S.D, DESIGN LOADS
<br />FLORIDA BUILDING
<br />UP To +55,5. -710 PSF AND PANMIS LENGTH UP TO B`-$'
<br />2. FOR NEW WOOD FRAME CONSTRUCTIOAL WOOD MEMBERS TO BE SW14ERN
<br />CODE (High Velocity mu
<br />cans, Zone)
<br />FP.
<br />PINE NO. Z W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
<br />20 GAGE GALVARM STEEL STORM PANEL
<br />GRAN?f BY,
<br />N= FOR COMwNATION-jaE_SECjM;
<br />S
<br />a
<br />711:1 C 0 - �Ir
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />4M &14. W STIM
<br />TOP 4: BOTTOM MOUN TINOS CAN BE
<br />WAY TO SUIT ANY
<br />Ik
<br />Aj"-
<br />ow FL =I,
<br />P4rk*. fm;
<br />20-176
<br />COMBINED IN AMY
<br />INSTALLATION.
<br />a" m-,
<br />WALTER A TIUJI PX
<br />-RAWMA Ug, k �1
<br />4�9
<br />I I
<br />F
<br />I
<br />STUDS 0 E&RI
<br />ME"
<br />(12XI O.C'
<br />TO PANC
<br />melfRIN44201MIR"M M"My! RIN me M,
<br />STUDS a
<br />om"
<br />vo2 IL
<br />44 r
<br />M4,
<br />mr., (CAM It)
<br />M1vMUM ASA
<br />OEM
<br />POISSIM
<br />RATING
<br />UPWN
<br />or UP-W
<br />I a"-.w
<br />"MU&M mod a
<br />smawn PLUS
<br />#-p`UCMILE TO
<br />UM PANEL
<br />LENGTH V
<br />A.
<br />to
<br />CONCRETE
<br />KOO
<br />to
<br />CONCRETE
<br />L To
<br />m
<br />'m
<br />To
<br />CONCRETE
<br />co.1-0
<br />to
<br />N/A
<br />+55.0. -7LO
<br />-7-
<br />_�LA_
<br />7.
<br />1.
<br />91
<br />r
<br />_!IA
<br />1.
<br />_2!/A_
<br />0'
<br />1 (BOTTOM)
<br />5- ON LESS
<br />v
<br />N/A
<br />R/A
<br />N/A
<br />r
<br />I/A
<br />1�
<br />N/A
<br />W
<br />N/A
<br />I it 2 (TOP)
<br />�65.0 -72-0
<br />- 9.
<br />5-
<br />9-
<br />It"
<br />7 1/2*
<br />0'
<br />9.
<br />1.
<br />9.
<br />". Q*
<br />1. TO
<br />+55.0 -772�0
<br />6"
<br />A
<br />WA
<br />N/A
<br />4'
<br />N/A
<br />6'
<br />N/A
<br />1.
<br />H/A
<br />7'-6. TO IT-V
<br />I I " ,
<br />A 1.
<br />:!L
<br />r
<br />6- ,
<br />S.
<br />,
<br />MAXIMUM Ala
<br />OEM
<br />pRQmw
<br />RITIN
<br />Utm. MUG a 5N w Hat rtp.�
<br />w 0 mw 0 r mR, mw w or AI"
<br />APPLICABLE TO
<br />SmTmwS, f &
<br />iw 0" 0�
<br />OF THEM
<br />MkvMU11 I'AH
<br />LENGTH v M)
<br />fAI-9
<br />To
<br />449,2 -61Z
<br />3'
<br />4 1/2* 4 1/2'
<br />(BOTTOM)
<br />I*-S' OR ILESS
<br />+52,8 -56.0
<br />1.
<br />e e
<br />2 (BOTTOM)
<br />7--fr OR LESS
<br />+55-0 -7"
<br />2 1/2- 2 1/2-
<br />4- 3;�i//2'
<br />2 (aCTIOM)
<br />7'-6' OR 1LESS
<br />.55,0 -72X
<br />2 1/2' 2 1/2-
<br />N/A 'It
<br />5-7'-S' TO 0"
<br />1+5510 -na
<br />N/A o/A
<br />[J! M(S)
<br />W
<br />/-\ /--1 ALTERNATE /--\
<br />T
<br />-' �f SOMLE
<br />#2ZMR -�-- 12 F7 -3-
<br />M. CHO; �' AN
<br />Sp NG SPACIV
<br />DEML 2 FLO& MOUNTINQ W&LAMN -LICAME T-Q SCHEDUL"
<br />SCA; 311fr - I*
<br />MAXIMUM &S.D. =N PRESSURE MJINQ (Ra.f.) ANQ CORRESEQNDING
<br />MAXIMIN PANEL LENGIN "L7 ZMEQ=
<br />RAID. Uw1H
<br />10 ZIASt
<br />8--e
<br />am stfu 10, FOR "%Wk IWACNO FOR 0MRALLItrOW. INTO Waft MIME SULOW
<br />~W ANONGO V= U4 foot MIA= AF& *WAUO ON ItIc, ICROQW. FOR
<br />ED. ULIA THAN MOCKRO ON SMUM REDUCE MOM SPACING Of RU401MOING VACM
<br />vow 04 ScIMLE or THE 10"wo F&-Wml rw YNG bl*�mwm to IK possam
<br />FMWM SANDING OBTAHM UUM FACTOR SHALL #0 BE U35 THAN ~" %W.*C
<br />00"m FOR IENCH ANCHOR TYPE xr ANCHORS' imal,
<br />Almmm
<br />I'MON
<br />1/4'.
<br />1/41.
<br />1/
<br />1/4*.
<br />imx%
<br />1/0
<br />3
<br />to
<br />IA
<br />"x LU %m "m
<br />new
<br />wff
<br />(VAUD ONLY MR
<br />AS PER SECTIONS I THRU 10. ON SHMS 4, 5 A 6)
<br />MAX40M
<br />MAXIMUM MCIt= SPAOW MR LIX - 3 1,�r -
<br />'�-D' DESCH
<br />TAKON
<br />OF TAP -Ow
<br />i CALX-m
<br />Ah"IDAM FEMALE fD
<br />PANEUAIE PUJS-
<br />I sow SET
<br />APPLICABLE TO
<br />SECTIONS f &
<br />MAXIMUM PAW,
<br />PRESSURE
<br />1,0000, m
<br />Cm
<br />In
<br />MNCRM
<br />0wx
<br />TO CONCRETE
<br />To
<br />CONCRET,
<br />BUICK
<br />TO CONCRETE
<br />TO
<br />CONCIMM
<br />fOACK
<br />TO CONORM
<br />-
<br />T
<br />coNa"m
<br />TO CONCIVE
<br />TO
<br />Ow
<br />TO CONCRETE:
<br />to
<br />%am
<br />ANY COMORMI"ON
<br />OF THEH
<br />LENGTH ILI (41)
<br />NIA
<br />N/A
<br />N/A
<br />1.
<br />A/A
<br />6-
<br />N/A
<br />N/A
<br />'N/A
<br />I (TOP)
<br />4-
<br />N/A
<br />N/A
<br />6'
<br />6"
<br />NIA
<br />141A
<br />I (BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />5
<br />N/A
<br />6.
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />fi*
<br />NIA
<br />N/A
<br />NIAL
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />2 (BOTTOM)
<br />�'ms' -72,0
<br />S.
<br />NIA
<br />N/A
<br />N/AL
<br />6*
<br />N/A
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />3 & 4 (TOP)
<br />>r-5- TO S`--r
<br />OR LESS
<br />a"
<br />4'
<br />R/A
<br />N/A
<br />6 .
<br />fi, -
<br />6'
<br />6'
<br />61
<br />r
<br />j N/A
<br />N/A
<br />3 (WITOM)
<br />Or
<br />N/A
<br />*/A
<br />WA
<br />6-
<br />HI/A
<br />N/A
<br />r
<br />11!�_
<br />7 (TOP)
<br />Ir
<br />4�
<br />NIA
<br />N.1A
<br />a.
<br />er
<br />6-
<br />a.
<br />V
<br />__!1A
<br />N/A
<br />N/A
<br />4 At 7 (0011`010)
<br />NJA
<br />N/A
<br />12 t/2
<br />8 1/4�
<br />12 1/2'
<br />a 1/4-
<br />a t/41
<br />5 1/4�
<br />IZ4'
<br />6 Ile
<br />N/A
<br />NIA
<br />IS (To P/SOTTOM)
<br />LSO4-63.3
<br />N/A
<br />H/A
<br />4 12 1/2-
<br />& 1/4�'
<br />12 1/2-
<br />b 1/4'
<br />6 1/4-
<br />6 1/4-
<br />a 1/4-
<br />6 1/4-
<br />N/A
<br />NIA
<br />6 tTOP/BOTION)
<br />>8'-W TO
<br />+mo, -72.0
<br />NIA
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 1/*'
<br />5 1/4-
<br />6 1/4-
<br />1 6 1/4-
<br />N/A
<br />N/A
<br />6 (TOP/MTTOM)
<br />>8'--S' TO IV-2'
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />NIX
<br />11A
<br />N/A
<br />6 1
<br />_�4'
<br />1 6 114- 1
<br />6 1/4'
<br />5 1/4'
<br />a, 9. to (TOP)
<br />+43,11. -48,0
<br />N/A
<br />.1A
<br />t VA
<br />N/A
<br />N/A
<br />6.
<br />6' 1
<br />6 1/4'
<br />6 Ile
<br />a (a
<br />OR LESS
<br />0.
<br />'v
<br />-�/-
<br />A
<br />A
<br />-;/-
<br />II/A
<br />N/A
<br />N/A
<br />N/A
<br />1�
<br />1.
<br />6 1/4*
<br />8 1/4'
<br />9 (BOTTOM)
<br />12 -4, OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NI/A
<br />N/A
<br />6 1/-'
<br />6 1/4- 1
<br />6 1/4-
<br />6 1/4'
<br />10 (BOTTOM)
<br />SHEETS 10. It AM 12 FOR NKNORS, TIM & SPACING VOR INSTALLATIONS INTO WOW FRAME Kvixw
<br />WHAMILAA ANCHOR PACHOS AND MNMUM MX DWIMM AW INDICATED ON TINS SCHEDUM MR LM LESS
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<br />MONTH OF PLATE
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<br />SCALE 3/8-1-
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<br />BUILDING I
<br />PANWS UP TO t2'-4*
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<br />2. FOR NEW WOOD Pk0iME CONSTRUCI`ION� WOOD MEMBERS TO BE SOUTHERN
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<br />t2m VILMO
<br />NOTE FOR COMBINAT)ON OF SECTIONS 20 GAGE GALVANIZED STEEL STORM PANEL GROWN ary.
<br />TOP IIE BOTTOM MOUKTINGS CAN Of
<br />COMBINED IN ANY WAf TO SUIT ANY GLOBAL PROTECTION PRODUCTS, LLC.
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<br />-41
<br />;Irz/1
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<br />ALTERMINE 1 ALIERNATIA
<br />Virtual Review
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<br />"5
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<br />SHEET NO.
<br />SH 1.1
<br />
|