|
METE NOMIRS
<br />2C.Mw ON
<br />r
<br />19
<br />N 9,11"s 0)
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR FUEL`
<br />SPLIT PANELS
<br />W-41 V�-T-1-F--T i - v i i - f . I �';
<br />1M`,XM �&M_ utl_
<br />vw� GM ~
<br />MUAD4URM 7 *111
<br />Iwv WAYS
<br />6.0 4,�dl
<br />41 IFf if I
<br />WAM prrrrr ,
<br />MAIL I I
<br />I 1 11 d"
<br />__
<br />MR,
<br />9C.Ow III He Wm
<br />2. r
<br />r r
<br />X OF *kL
<br />ApPUCw.
<br />;41/2A "2.
<br />- 1�
<br />ED.
<br />:illj/4'
<br />M
<br />;11
<br />FLUM, Impact
<br />sm.
<br />(1103- L"
<br />(10, w . so."
<br />EN 11, M419 14
<br />OR sm
<br />MULLION SCHEDULE
<br />DETAIL 2
<br />LAW. MULUON
<br />REOURED MIL,
<br />SPAIN (FIL)
<br />TUBE MuLuOM
<br />4,-Ir
<br />2' 3'
<br />CONCRETE AROMMIS
<br />cout samu
<br />ft wisrini . A 9)
<br />e-o' TO 5'-s'
<br />2' 4* 116`
<br />MRIALS
<br />B��FRMXJL
<br />5'-r TO
<br />2' I/S*.
<br />2' 4' 1,'e
<br />JE OCIER111 1. 3.
<br />1114117 4
<br />6--10- To 8--cri
<br />2' 6'
<br />UNA
<br />I I%"
<br />FOR tS&
<br />JI � 0 _72%r"fL'
<br />SOTWIN I
<br />Sams 3/a.'.
<br />OR IS LOCATEGG� TOP OR BOTTOM OF OPORM
<br />NOTE MULg%LCMVLeO BE IFWAUJED 0 STORM PANELS ON TOP
<br />M MATTI
<br />(ONE FAMM OPEANNO W/ TUBE TOP 001TOM)
<br />SUILD-ow MOUKTM
<br />111123ALIATICIN ALTERKAMM I
<br />,
<br />20,03A.,
<br />: �; ,
<br />�/
<br />LD
<br />A+
<br />LOT
<br />I [T 'I I -IT 44'_-�
<br />42
<br />L 6d
<br />W� W" - GET MALIGN 913MIM.,
<br />SpLff STORM 8"Alyft
<br />SCALEN/rp-11,
<br />112 1-1 El I 11A 9 101 E 11:4 f.1 I IM IS] A ;I Xtill k1:11 41 1 A 4-M w-
<br />WALL MOUNTM
<br />#&7AUATM - ALTIE111MATIVIE 2W
<br />CITIES:
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A-S.D. DESIGN LOADS
<br />UP TO 455 . S. -72.0 p.s,f. AND PANEL'S LENGTH UP TO 8'-8'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
<br />PINE No. 2, W/ SPECWX DENSITY OF 0.55 OR EOUAL
<br />TOP & BOTTOM MOUN-11INGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CONCRETE ANCHORIT CONCRETE ANCHM
<br />(SM MOKU ON-'\ (w 011-. N
<br />�REY 14) ow 14)
<br />POURED
<br />-- _j .
<br />A.250- "
<br />Cl
<br />-SET ON rin SC-CRU 04-
<br />14 ow 14
<br />SOPh"Tow
<br />TO GLASS
<br />1
<br />('Wo'n To
<br />1/2
<br />777
<br />G
<br />am CONCRETE
<br />SILOOM WAU
<br />MEOURED
<br />FLORIDA
<br />IV WAR
<br />.w "
<br />CEIJUNQ nj" MOUNTM
<br />RNATM 49W INWALIATUM ALTnMATfVf SW
<br />(SECTION AT TOP IS UNITED TO +a&5-67.0 VM. WALL. 1/0 1*
<br />ALSO. DIESIGN PHESSURE PATIK)
<br />WALL, 1/4* 1'
<br />IF Ir
<br />nws mounw;
<br />INffM1A7XlN - 3ECnQk "W
<br />1.11- 1/4' 1-
<br />FOR CONCRETE ANCHORS. SEE SCHEDULE ON SHM t4;
<br />wm SCREW SO: SECTION ON $HOLY 's
<br />W/15
<br />sti� W.
<br />NAVE LOCATION
<br />) PANELS)
<br />cu"
<br />4)
<br />N115
<br />ALTERNATE LorArm
<br />ON In SAFETY PAWL
<br />AREA W/IMO M SAFETY PANELS (SEE NOTE IBEWW)
<br />LOCATION OF In
<br />I.. REG" PRIMUS */ on SAFETY PAWL
<br />W/O RECILLAR TRACKS
<br />AS
<br />(SET SCHEDLAX 00 t - SHAIA
<br />7r"77 LAST PANEL ID To BE "STALLED
<br />CONCRETE ANCHORS 1: In L*1ETY PAND. OPERM
<br />16
<br />SHELF IGLOO CONCRETE- OPTION #1 FOR WEE WEly STORM ALWAYS K
<br />PRINM
<br />t wu6/ NO=
<br />PANEL(]) & CIA TO BE INSTALLED OR REMOVED FROM OEM
<br />_iSTRUCIUMS,
<br />LIMEET 141 ------- ELEVATION
<br />WALL MQUNTJNQ INSTALLATION WALL A FLWR MOUN71NG INSTALLATIO SCALE 3/32^-1'
<br />SEMM .1 SCALF-1 3/8' - I' - SECTIOR 2 SCALE: 3/3, 1* GNP
<br />Ar -114* bk� GNP iNw. lf-
<br />NOTES ON LEE SAFErl STOW LASE, SYSTEM Imsuumloft_�
<br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PAWL (FIRST OR LAW PANEL)
<br />OR AS AN INTERIOR PANQ_ (ANY PAIWOL LOCATION 04 SEMEN END PANELS)+ orruvow PANELS
<br />LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALUED ADJACENT TO REGUJAR PANELS L=AI.E &AMON
<br />SEE AM 1)
<br />"Samoan=
<br />(W/ OR O/o REG" TRACKS.)
<br />2. UFE SAFETY STOW PANEL CONSM OF OLM_ G&VAWCD MEEL 570" PANEL AS
<br />SECTION 8-1
<br />PER C SHEET 2 OF DRAWING.
<br />SCALE 3/32--t-
<br />THIS ITSELF TO BE REMOVED OR PWALLED FROM THE IEVOE OF
<br />ALL2.
<br />F��
<br />STRUCTURE
<br />.3. UFt SAFETY PAAf_L REQUIRES TOP TRACK TO SE COMPONW(I)k 907TORI TRACK TO
<br />THIS DRANW4.
<br />M11161"UNIA,
<br />00
<br />01,
<br />IS
<br />OR MOOR MOUNTED rOLLOWNG SECTIONS 1
<br />ENS,&
<br />I & 2 ON SHEET 14�
<br />tl* -..&7 .
<br />FLORIDA BUILDING CODE (High Velocity Hurricane
<br />4. Mi.. LENGTH
<br />M'. ANCMORFCA=EwCo1*01sMEPvn 4DANC"ORAGE AT BOTTOM 6 GILIEN ON
<br />-
<br />It
<br />wale ILAIM INI
<br />f
<br />20 GkGE GALVANIZED SM STORM PANEL Dead
<br />SCHEDULES J& 2. SHEET 14.
<br />COMPONENT MAY BE PERMANENT 00 REMOVABLE
<br />5. SM DETALS FOR INSTALLATION WIT) WOOD FRAME BUILDINGS ON SHEET 15�
<br />41nE
<br />111W1EC0imc'\L'M
<br />P'0 TEMON MIDIM. UC.
<br />.0 ..
<br />WHO &W 51 sow
<br />6 SEE SHEET 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE WAIJUNTION OF
<br />s &
<br />TMALIT MILAN! �mumn 3&FM_4 t, IWAL `I_ 3301.
<br />.. '. 20-
<br />!%.T
<br />S FACERS AT TRACKS INSTAULD ADJACENT AND BEYOND TO STUCCC/*Ooo BANDS.
<br />of -.0
<br />Pa. s&mvwrjffjwt
<br />I= im A,
<br />am
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPOINDING
<br />kWIMUM PANEL LENGTH NO SCHEDULIE
<br />MAXIMUM &SO,
<br />"w-prVII),
<br />THEM
<br />.553. -7"
<br />7,-r ON LESS
<br />2 1/4
<br />UNBOLTED
<br />I THRU 3 a 7
<br />.5". -724
<br />�V-V TO W-W M.,
<br />1 3/.'
<br />UNSOLVED
<br />I THRIJ 3 a I
<br />W.D.
<br />..34 to
<br />12-�- OR LOS
<br />3 ./2'
<br />SIT
<br />A. 1 10
<br />110.7111 W/ 1/4-0-200' LIS M& & WRINUT AT OWIMLAP it MILUDIVIN OF PANEL
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANIELS (-I)& Q IffleakAMEW
<br />INTO EXISTING CONCRETE A CONCREM BLOCK SIRUCTURES
<br />OWY FOR PRIMUS 611A Q VWAUARONS AS PER SECLICK I THRU 7. ON SHMM 4 A 51
<br />MAIIA" A3'GL
<br />VESEAL
<br />PRERIUME
<br />awrimc ("I)
<br />MOM SAMCM IN E& . 3 Ilr
<br />surrom f &
<br />ANY COMMIMAIROM
<br />or
<br />1 MAXIAN PANEL
<br />LENGTH Ift)
<br />UPOOM
<br />a TAF_G_
<br />mx-.
<br />FmOdIA�WX 0
<br />PLUS
<br />To ;;;M
<br />a
<br />�w
<br />10 COAtRCTE
<br />To
<br />CONCRETE
<br />sum
<br />To
<br />TO
<br />CONCIRME
<br />ILGCM
<br />To ow"M
<br />TO
<br />CONCRETE
<br />S."
<br />-11
<br />CONCRETE
<br />r
<br />I MIA
<br />k/A
<br />*/A
<br />/A
<br />ALAN
<br />1.
<br />*A
<br />7
<br />R/A
<br />R/A
<br />S.
<br />5.
<br />6.
<br />WA
<br />WA
<br />a'
<br />MIA
<br />11'
<br />WA
<br />k/A
<br />CTOP)
<br />N/A
<br />k/A
<br />N/A
<br />M/A
<br />W/A
<br />M/A
<br />2 (BOTTOM)
<br />MIA
<br />N/A
<br />MIA
<br />%/A
<br />a,
<br />MIA
<br />r-w OR u3s
<br />OR
<br />5!
<br />N/A
<br />N/A
<br />1.
<br />IT"
<br />A.
<br />r
<br />M/A
<br />WA
<br />N/A
<br />6'
<br />N/A
<br />M/A
<br />8.
<br />N/A
<br />ir
<br />T
<br />WA
<br />N/A
<br />Ir
<br />e
<br />r
<br />4 A 7 GOOTTON)
<br />#/A
<br />I N/A
<br />r12 1/2-
<br />a,/.'
<br />IT 1/7-
<br />6 Ile
<br />6 1/-*
<br />0 f/4-
<br />I/.-
<br />SM LINGETE 10 & It FOR AND40015 WIFE At SFMCWC FOR MULLATIONS OLD NOW FIRAMIT
<br />MINIMAL AMCNO01 SPACOM AND MINIMUM EDGE OISIAMOE AIR 0=40 ON THIS SOMEDULL FOR EM LESS
<br />IMAM perAm o- SOMOMAX "IMM RMC-10 $plan &V MULIVIL"m SINGING, Dow ON SD4zu w
<br />RC FoAQWWG FACTM IN THIL OPERATION TO SE POWk& REGARDED SINGING OVUM MINING FA�10
<br />SHW MDT WE LESS THAN � SPACING W&WO FOR ANCHOR TYPE AT AWCMGft ULDEND.
<br />Imam PRIME
<br />ARM.
<br />A,
<br />I
<br />FUR
<br />2
<br />"Ill
<br />S'n
<br />5
<br />1 3
<br />1 43
<br />W^ LEL Ow unism
<br />MESS
<br />/.,
<br />I
<br />LOW RIWMIS KSOC 0/
<br />MILI 9 - FEW
<br />LEASTM, 5�_��/4' Ot
<br />UP 70 AND 6 W., O.0
<br />JUMG,s 111 70 W-W . OR J-10
<br />'LATE FDMU 0 OR PAmajoit P" a
<br />ILL., THREADED
<br />-r M.
<br />SCE SCHEOW
<br />4 FOR
<br />SEPARATION
<br />TO GLASS
<br />7
<br />Eoi
<br />f/. 1D. 518' LOW IMILLS11 9LAIMM
<br />3, 0 6 ,/-' a C
<br />FOR Pon LOOMS UP TO -0 'AD 1
<br />1/4' 0 C FOR
<br />UP TO Ir_81 MR.
<br />on FIDMLE 9) OR
<br />rw "IN I PAMELIA'An PLUS IF 2 1/2- 0. C " I
<br />THREADED At
<br />or 00130 PLATE 1"
<br />Al UNCINS UP To 0,-e M
<br />DIRECT Z��LLATJQ
<br />SCALE 3/0-1-
<br />INSTALLATION DETAILS FOR REGULAR PANELSft A dA
<br />INTO EXISTING WOOD STRUCTURES
<br />_j ED 4
<br />nagim Il
<br />ED
<br />ED Cut,
<br />ED -',Now= a I
<br />wim
<br />-Alt
<br />ALTEPMATME JW ALTERNAM M
<br />SCALE 3/0-1- SrAE
<br />4_
<br />SEE'SCHEDULE OR, sMw a
<br />OR WK SEFIROM
<br />TO aLA"
<br />ED
<br />61L. . I . t �
<br />ED ON
<br />ED
<br />ED
<br />10
<br />ED; 1/2
<br />WWO `,`GT
<br />ED:
<br />\ MEAGOILL'
<br />0%A1E
<br />4
<br />ALTEMATM ALTERNATME
<br />AhER _QR.ERAME
<br />CONDMONIN MANUCHOR LWAMS
<br />4, Mum- OF PUPE SCAS 3/8- 1 SO4LE 3/0-1'
<br />NOTE SNUFFER TRACKS NOT SAWN FOR CLARIFY
<br />IF17ED
<br />1. INSTALLATION$ ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PANEL'S UENM UP TO S'-S*
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; INDOD IMENIFIERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF D.55 DR EOVAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />STUDS 0 1
<br />DO
<br />(12 1/2",
<br />TO HOLD
<br />1! W-W lejlln�� 41.1MI"
<br />�fifj N zi A-1 �[41.1111 I 1W "A 11 01 W.3
<br />-MMMIC-2
<br />"'j:,AE�"bjj
<br />WIN
<br />If moll
<br />STUDS 0 EVERY
<br />OVER
<br />O.LNP
<br />C.)
<br />1/2
<br />HOLD PNFEEL
<br />"'T'. LAI, low
<br />r A" (CAN 4) r ---
<br />MAX&RAL AS&
<br />upCD.
<br />OF
<br />OuW
<br />PARIMMAIT FEIKE 0
<br />to
<br />pus
<br />APKX40LE TO
<br />OCIGN
<br />PRESSURE
<br />WE f &
<br />ARLA"
<br />UrMum V YQ
<br />TO
<br />to
<br />CONCRETE
<br />To
<br />to
<br />",I'm
<br />TO
<br />TV
<br />TO
<br />CDMCMM
<br />TO
<br />v
<br />0000CIMM
<br />I
<br />WRIMM
<br />am
<br />commm
<br />W.1
<br />COACWTYE
<br />BUICK
<br />CONCRETE
<br />1LOCK,
<br />CONCRETE
<br />BLOCK
<br />of I'MID.
<br />-
<br />-
<br />6,
<br />N/A
<br />N/A
<br />N/A
<br />G*
<br />N/A
<br />9-
<br />N/A
<br />11,
<br />N/A
<br />I & 2 (TOP)
<br />+55.0. -72.0
<br />-9-
<br />7'
<br />1.
<br />9"
<br />9-
<br />9'
<br />ll.
<br />9-
<br />9'
<br />11,
<br />1 (BOTTOM)
<br />W-O* OR LOS
<br />+55.0 -72.0
<br />il.
<br />-
<br />N/A
<br />M/A
<br />N/A
<br />1.
<br />N/A
<br />5'
<br />NIA
<br />111.
<br />N /A
<br />I * 2 (lop)
<br />70
<br />V*
<br />2,
<br />S'
<br />9'
<br />7 1/2'
<br />q*
<br />ii.
<br />il.
<br />1.
<br />1 (BOTTOM)
<br />+55.0 -72,0
<br />A
<br />A
<br />N/A
<br />1.
<br />N/A
<br />fi*
<br />N/A
<br />'.
<br />M/A
<br />i__ -
<br />41 (Toff,
<br />7*-r TO T-8'
<br />I
<br />MAmwN
<br />OESOM
<br />PREMAME
<br />RATING t-13
<br />:Ast, Me 0 Me W 0 man
<br />ONE . TEEMI r MM, NRw x, OF N&C
<br />APPLICABLE 10
<br />SEC�=&�
<br />MALY
<br />=_L!AN
<br />th
<br />M7 C*21
<br />DOMMETE cow
<br />MAM
<br />OF THEM
<br />.491 -61�5
<br />3.
<br />4 1/2- 4 1/2-
<br />2 (BOTTOM)
<br />7*-W OR LESS
<br />+52.8 -65.0
<br />3.
<br />A- 4'
<br />2 (SOTMU)
<br />7-5- OR LESS
<br />1
<br />+53.0 -7_0
<br />2 1/2' 2 1/2'
<br />4 3 1/2-
<br />2 (BOTTOM)
<br />7'-6- OR LM
<br />!n -12 -2
<br />2 1/2' 2 1/2'
<br />N/A MIA
<br />-1
<br />2 (BOTTOM)
<br />-2 -(-wrOM-
<br />>T -6" TO S*-O'j
<br />.!o _"2 .1
<br />;
<br />N/A M/A -T
<br />)
<br />p To
<br />ALTERNAIIE
<br />AT UXA7RDN
<br />END PANEL
<br />0
<br />1/4-
<br />INTERIOR PAWL END PANEL
<br />SEE
<br />HCOUVE
<br />�2
<br />M134M GO = 3'
<br />S SPACING
<br />DETAIL 2 FLOOR
<br />MOUNTING INSTALLATION (APPUCABLE M SCHEDULE 2)
<br />MAXIMUM A.S.D.
<br />MAXIMUM PANIEL
<br />LICALIE., 3/ir - I'
<br />DESIGN fG (R.s.f.) AND CORRESPONDING
<br />LIENGTH "C' SCHEQU
<br />I ONLY To
<br />rKOREAN "A IMMORM
<br />SECTIONS I A, 2 INDICATM fDfi LIFE SAFETY 570M PANEL
<br />-M
<br />F-r Eve
<br />SEE 94M 16 FOR A"CHOMS TYPE & SPACING FEW MU"M INTO WOOD FRAME SULDOG.
<br />NOW" ANCHOR WARCIM AND NORMAN EDGE DISTANCE ARE WWA7W OR THS SCHIRMA.L.
<br />ED. LESS THAN INDCAIM ON SCHOOLLE REDUCE ANCHOR SANDING & WULMPLFOG WACO
<br />*00 ON SCW15XMX LEY THE MOVING fACTORS. MR THIS OPOUMIC" TO WE POSSOLL
<br />MODUCED SPACING OWNMEO LIM FACTOR SMALL AM WE LESS TWA WWMUM SPACING
<br />01010010 FOR LAOII ANCHOR IYPE AT 44MM U30111
<br />al� 111119
<br />Tom
<br />me." vww N
<br />3
<br />s
<br />3
<br />2 1/,
<br />"A-) �Qwwwftlb&W
<br />3
<br />3
<br />31/2
<br />30
<br />AMA w gas Now
<br />now
<br />1 1/2'
<br />2 I/r_
<br />r
<br />IAI
<br />3 /r
<br />T IT
<br />INSTALLATION
<br />114-10 FWAEUARLFE PLUS
<br />DETAILS FOR
<br />INTO EXISTING WOOD
<br />7
<br />REGULAR
<br />PANELS(l) &
<br />STRUCTURES
<br />&A
<br />PARDAMTE PLUS
<br />t4-10
<br />6 Ile D.C. W/ 1 7/8
<br />- ii
<br />I EMILIO WOOD HEA=
<br />EXISTING low MERCER =00
<br />THREADED PENETIMINIONTID
<br />EXISTING WOOD HEADER
<br />J:
<br />r
<br />F
<br />Do" 9" 0
<br />C14W "A 0
<br />-
<br />OCR 1" 0
<br />WOW HEAM
<br />I Ile oz
<br />0 'le cz
<br />2�
<br />jr uz
<br />REQUIRED
<br />cv
<br />SM SCIFIVAE ON
<br />SEE SCHODULE ON
<br />WEE SCHEDULE ON
<br />FEW
<br />sw a
<br />no - SEPPOOM
<br />To GLAL
<br />SHEET a
<br />TO QLARS,
<br />PANEL UENGTN
<br />NOTE 1)
<br />M_ PANEL LENGTH
<br />ME, NOTE 0
<br />M_ PANEL LL14M
<br />(SEE Nam 1)
<br />3/w awc mur
<br />* &OFF VAMLAPT�'
<br />A'
<br />SOX
<br />wx
<br />OF "L"
<br />OF
<br />MAX
<br />OF *L'
<br />No
<br />.0 MAX
<br />Me
<br />(ZA
<br />A /.-T
<br />M
<br />ED,
<br />400,3T_
<br />in
<br />ED,
<br />LAG SCRE"
<br />;I
<br />O.C. W/I 1/2
<br />27.4- WOW PIAX
<br />REOUMM
<br />10 PAMOLWTE PLUS
<br />2'.4* WOW P L.TEr
<br />REQUIRED
<br />2
<br />MR. THREADED
<br />PENETRATION Al
<br />_414-
<br />AMENRION OF PLATE
<br />1/4-0 LAG SCREWS 0
<br />_LL /2-
<br />Of PLATE
<br />11' O,C_ STAGGERED el
<br />I I No WOIW
<br />QNN= lijljl� I A,7M At MIDWIDIH OF PLATE
<br />DIKCT MQ "NA INSTAUATION WRECT MOUNT iNSTALLATM
<br />sou 3/8-1- kf"
<br />am, SCALE 3/8-1- SrAUE 3/6.1
<br />1. INSTALLATIONS FOR ALTERNATrvtS Be, 9W & LOW ONLY VAUD FOR
<br />BUILDINGS WITH ALS.O. DESIGN LOADS UP TO +43.8, -48.0 p.s.f. AND
<br />PANEL'S LENGTH UP TO 12'-4*
<br />2. FOR NEW WOOD FRANIE CONSTRUCTIOW. WOOD MEALBIERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF D.55 OR EQUAL
<br />': & BoTro MOUNTINGS CAN IME
<br />COMBINED IN %R� INAY TO SUIT ANY
<br />INVALIATION.
<br />J
<br />L it
<br />FLORIDA BUILDING
<br />CD
<br />CD
<br />Cn
<br />CU
<br />>
<br />W
<br />2
<br />CL
<br />0
<br />Cu
<br />0
<br />-a
<br />U)
<br />CD
<br />-i-.-
<br />CD
<br />0
<br />C)
<br />0
<br />L_
<br />CL
<br />q
<br />0
<br />CU
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<br />0
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<br />Cu
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<br />INSTALLATION DETAILS
<br />I/-'- LAS SpEres 0 r D.C.
<br />I I=TNLAwi
<br />TO WOOD HEADER
<br />FOR OPTION I FOR
<br />INTO EXISTING WOOD
<br />UFE SAFETY STORM PANEL
<br />STRUCTURES
<br />SYSTEM
<br />Cn
<br />J
<br />(D
<br />�qw"w?mr
<br />1
<br />21
<br />EOj
<br />iiii
<br />ED.-
<br />wow wm
<br />NEOVOW
<br />Cu
<br />>
<br />HEAVOI
<br />STUO 0 12 ITI C_
<br />ALTERNATIVE I
<br />ALTERNATIVE -2
<br />C.M.
<br />To 0 17 I OC
<br />Cn
<br />FOR W.
<br />TO GLASS
<br />i
<br />ED
<br />CD
<br />ED
<br />ED
<br />I -
<br />cot
<br />Eel
<br />A 40*M
<br />ED
<br />WOOD PLATE
<br />REQUIRED
<br />I I I
<br />A'
<br />CIO
<br />I.M.M.
<br />DOW.
<br />8 c-
<br />ALTERNATIVE
<br />3
<br />ALTERNATIVE-4
<br />2*.V
<br />REOURRED
<br />le. LAG ILLINOIS 0 r W/ 1 1/2-
<br />co
<br />MZ a
<br />ALTERNATIVE
<br />WOOD FRAME CONDITIONS
<br />& ANCHOR LOCATION
<br />Cu
<br />1/41-20
<br />mz P" 0 r Q.c "rw,
<br />10
<br />PtAlE
<br />WILk 310' - t'
<br />cn
<br />WALL M
<br />ALTERNATIVE
<br />UATIO
<br />1 W
<br />MOTE SFAffTrM MOM NOT IDIOM FOR
<br />p,. TILit,
<br />C`AMT`
<br />Lu
<br />3/r
<br />flt�
<br />%%
<br />ScAL.L. I,
<br />JIM
<br />7
<br />FLORIDA BUILDING CODE (109h Velocity Hurricane Zone)
<br />A� TATTOO, SOL rp-
<br />20 GAGE GALVANIND STEEL SIM PANEL
<br />D� ft.
<br /><
<br />1. OWALLaaws
<br />FXSFOM MULDILIGS WITH A.S.C. DES -ON Lo" UP
<br />40-5. --n.0 W 1OWN up 10 LITIT.
<br />Tfok
<br />FOR WO WOOD FRAME COMISTROC WOOD MILISERS TO SE SOUTHERN
<br />TO
<br />OF
<br />GLOM
<br />IFF/w/aftle
<br />MTECM PRODUCYS. =. GAVE
<br />4WD S... 11 STREET
<br />2
<br />P09 No. 2. W/ SPECIFIC DENSITY Or GM OR EQUAL
<br />M__1wr_* 91.211MMIZ 7__
<br />FILL =I.
<br />now OUN11*45W FAX; (m _vw 20-176
<br />is
<br />IRMORG -
<br /><
<br />Pt $L%"NDMTLqw^%Iz
<br />*Kq* A 7�9 0. P.A.
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