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<br />WALL AND FLOOR MOULTING INSTALLATION FOR
<br />_$ _ SPLIT PANELS
<br />}VOLTS
<br />,..�_ _AVAx7tBN CAT DN
<br />ji ��I
<br />�' ii: IwnaG c g. i AA N wBanaM) 1 T 1 i 1 a
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<br />IF APPIB'.1,Sg 1
<br />i 41/2
<br />MIN. Ea
<br />PAm, w -a` NPa PAN
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<br />W 45la 0. :f.: -72A SALT.
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<br />(W tK+T�AR+)
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<br />SIFT 4
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<br />1�4ALZY+
<br />wf V r TTMM Bars
<br />�T 5'•4'! ylpppN EL. ' 1' 1 I 111 i �.
<br />�. IT.W. INRamtY
<br />r: P7721RUW CIO � AW{rBY T+M»GI AL ` 7
<br />1 - CaKACTC OR aRaN ,W Y8#LGEII W/ 3 IJr
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<br />wo, mQw 11>�"- wR18A fs4 av AxW W+�3
<br />T i
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<br />• - �: 3r t/4's NIRr, 84.Fi i . _ _
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<br />t 2'uT•.1/45d-B' # 1 id�iA1A
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<br />aa�� L--�e: MWYIOk OlEE YTRipN
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<br />SECTION Y -Y gD¢ "_PIL11 ZIOEMCP ail` LEVA EON
<br />SCALE 1/4--1-
<br />SEALE t19'a1' W IPnAF.a.l7 +s.L4lE EIB"a1
<br />MULLION SCHEDULE
<br />Matt. MUL;3OAi
<br />VAN (R) `
<br />I REOMNOD MI.
<br />'TUBE MULLION "
<br />2' + 3'. t/&'
<br />2' A 4' r 1/B'
<br />5-8' TO 6'-10'
<br />a' F 5' A r/B'.
<br />z'A ex1Aa'
<br />> W-,D` TO 8'-D"
<br />2' A S' a +/a,
<br />y �UgPN{TMp�a•$6.D�a,#AS-072.8 MtNC
<br />PMALLELr 6E5#ORM P#SYTd' S9i.i.1 aR1EN1E0
<br />SECTtON i
<br />sc,,U
<br />NWL' MULUON CxN ALBS BE MALEO WJa STORM PANELS ON TOP
<br />OR BOTTOM SO THAT ;7
<br />L9CA7D7 AT TOP OR BOTTOM DF OPID NG.
<br />(ONE PANEL aPENMVaUBE Tap & BOTTOM)
<br />INSTALLATION DETAILS FOR REGULAR PANELSCI & dh
<br />INTO EXISTING WOAD STRUCTURES
<br />ISAY
<br />-
<br />,. �_` _ � ; r. ' m amnlc •Raa TNwal ,' . ,. d:r , - ..-._ - __.._, R+AIvaO Txaos W r ac
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<br />( t WALL ►IIOUNT#NC
<br />INSTALLATION - ALTERNATIVE 3W A f A° :I/"� a4 y
<br />'• _ ' SCALE 1/4' 1' aflWiPa t (I • a�g` Mm !mac
<br />a 76
<br />lmo Aurz
<br />l3WLO-OU UNTING tWGMIA L
<br />I
<br />INSTAL I TION "` .LT RNAitS't t r
<br />I11i9L & EMIR MWWNG WALL k _MOIL YOLMTING
<br />tNST - ALTERNATIVE hW INSTALLATL - ALTERNATIVE N
<br />�L�LSt4dL_ S+► QH5_SITU
<br />(SECTION AT TOP IS LIMITED TO 67:0 ALAK. SCAM 1/4' : 1•
<br />WSTALLATf ON - ALTERNATE 2W
<br />PRESSURE RATING)
<br />0.5.0, DESIGN RATIO
<br />AM'
<br />SCALE STatF: 1/4' . 1'
<br />Jr
<br />aLn 4 Ii t/r We 1
<br />�r6 12 1 Y6 �aa
<br />efFp r:rOKI NWtrrRP
<br />FLOOR MOUNTING
<br />NOTES I(jUNUATION - SECTION &W
<br />ea*`s1!L l i•��i'tt/ SCALE: 1/4. - I,
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS .., W
<br />' ' UP TO +55.5, -72.0 "
<br />.s,f, AND PANELS LENGTH UP TO 8-8$' '•
<br />p 4 yti, CEirl,j* "•,"'"% FLORIDA BUILDING CODE (High Voloolily HMrY#GOnmZang
<br />v
<br />2.. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN -
<br />PINE N0. 2, WJ SPECIFIC DENSITYs OF D.55 OR EQUAL - NO, 41617 PzmG LTE42. Ne. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />stgli_FO.��oustN�Ttori oF=EFTQNe: � -o �. ST Df�' _ .._ .-•vv-' %� GLOBAL PROTECTION PRODUCTS,. LLC.
<br />•
<br />a'•., fL qA; : ,�/�..�-� y- /'- 1 E MC. !mm W. bI STREET
<br />70P BOTTOM MOUNTINGS CAN BE R Ri It EN6N QtW0 CdAPxAn MINE FL X014 2O-t3C'1
<br />t+� TIN.{ NA YAA a. �. M. wANIat aANna, n urb ANAP : CDSA)m-7L45, FAX 0154JD88-R7I7
<br />ANY WAY TO SUIT ANY �./t �±4x
<br />IS'S/ n.,• (Am AT -,ago n.: mmt m-,v, �y }R ft
<br />INSTALLATION. 0 At• Y4*-- C/ NfppBT 19 sia
<br />AJ7fJlN1
<br />IMINVYrC 55Ex19Grtasu l TE WATER A TUT SAMET SQ CY 41
<br />-
<br />CONCRETE ANCHORS O
<br />(SEC SCi
<br />$HIM
<br />SKEET 14) T-\\
<br />I , POURED
<br />500° , ..r.
<br />POURED REOACfd1E
<br />YNARED �W i OPPL
<br />-sEE�sctET�ln4 i �"(� h-sEE xr/iDUHE I
<br />i%UT Ma 3FF140.SIOR d ifyA SEPARATION
<br />'#a 7/8'ar+3r3r
<br />STUD NUT 0 'AY
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<br />_ f 1 4aaTW/�y�y�TMDEry 5/I M (CAM.)
<br />11 1/B. IHn� i�R 92
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<br />FOUREa CoNORm
<br />OR 9 IOHCR[7ELL i3t D WA R
<br />WNRED
<br />f EI I
<br />/Al
<br />`_ I i
<br />,
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEET 14)
<br />POURED
<br />FAR CONCRETE MACHOS: SEE Sq a"T ON SHEET Y4;
<br />_ FOR WOM SCREW SL'E SECTNON ON SHUT T5 tt DL $ 1 Z15
<br />IA VC ?Wa 3/4 OR a/a I, a & tw/15 r3' Mom.
<br />A 4
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<br />!I END AWLS)
<br />, /4
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<br />' LIPKA 2/4za/a s/a ORa/a 1, z: w/ta t, & 1w/15
<br />ALTERNATE LOCATION
<br />AREA W/NO LIFE SAFETY PANELS "} 6N LIFE SA1F#Y PAWL Lr.
<br />'r a. REGULAR PANELS W/ ON : I.DTWSAFETY P SEE NOTE 1L#LOW)
<br />- _.- -_.
<br />W/O REGULAR TRACKS ,_ (SEE NOTE I
<br />77 BELOW) A l/S'f PANEL t TO BE OWALLED AS
<br />aaER 9AB I ET ei LIFE SAfLTY PAN0. OPENING ST'L±LO
<br />LIZE C M In ! BE PROWaEO Wf REAR NAN[SH
<br />i% fAN, DON9fRON} TO IFACILTATE WSTALUTON IF 94TEN00
<br />0 E/ERX
<br />TIM
<br />STUD O 12 MCC
<br />14'ntw �U1S
<br />�a
<br />m o 112• o:a.
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<br />a
<br />WALL MO N NSIAUAT N UtW_ G I IO WALL AN D!Lj4� d3UNTiTALION
<br />AECTNON 1 smAL a/a' . i' - SECTION SCALE: 3/8'
<br />N07i5 iM LIFE 5AF€T'F._�Ti:BM...tilliif„1�5S,�1. IACTAN1ATiOM :.
<br />T LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR UST PANEL)
<br />OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS).
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS
<br />W W R (/ 0R /D ff:LFUA TRACKS)
<br />2. LIFE SAP PANEL CONSISTS OF 0.030" GALVANIZED STEEL MAN PANEL AS
<br />PER COMPONENT . SKEET 2 OF DRAWING,
<br />THIS PANEL ITSELF TO BE AD IED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE,
<br />3- C TRACK 0&
<br />ONENT
<br />TAA
<br />To BE
<br />Nt@¢j
<br />zw-
<br />COMPONENT MAV INSTALLED WALL OR F100R NIX1NfID �111NV1MCOS TK>nIS th,
<br />q
<br />���V��
<br />2 ON THIS SHEET, AS WELL AS DETAILS I & 2 ON SHEET 14.
<br />4- W- LENGTH FOR COMPONENT (D 5 W.
<br />Mm. ANCHOR SPACING. FOR COMPONENT ®A14CHCRdAGE AT BOTTOM IS GR•EN ON
<br />SCHEDULES 1 & 2, SHEET 14.
<br />C0NUN3NENT � MAY BE PERMANENT OR REMOVABLE.
<br />5 SEE MAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEV 15-
<br />6. SEE SHEEP 4 FDA DE0JL APPLICABLE TO THE NECESSITY FOR THE tWALLATiON OF
<br />SPACERS AT TRACKS INSTALLED ADJACENT' A14D BEYOND T0. STUCCO/WWD BIRDS -
<br />' I�T`�� '{ � �� ►����(' it �
<br />i
<br />���
<br />�(1'_ i T T� i TT I (-T T j-i i fi
<br />PEAS PANEL) 1 COR EmoA ($ffuwR PA#+Lti (RDEtBON PAF&'TJ (flFJ PI I
<br />r j r
<br />*
<br />T (S f . _
<br />1 � �
<br />) i
<br />0
<br />ELEVATION
<br />TO BE INSTALLED OR REMOVED FROM INSIDE
<br />OF STRUCTURE
<br />SCALE 5 32".I•
<br />-1/4` M GA. ,."
<br />1/A- INN.
<br />CAP
<br />..`
<br />1 B n lNTf.RINT PATNit.S.
<br />B (ALTERNATE LOCATION
<br />NOTE r)
<br />-
<br />AT ESET
<br />BEE NOTE t)
<br />SECTION R-B
<br />SCALE 3/32'•1'
<br />MAXIMUM MEL IEiiM "L: 5PHERULE
<br />(VALID ONLY MR PAMELA'-* &6A INSTALLATIONS AS PER SECTIONS I VKRU TO- ON SHOOTS A. 5 & 61
<br />MAXIMUM ENSSS�AR.{PANC0.n,)tENafN
<br />Oc PPRSP.41J
<br />NiNNSAyHWYAA
<br />t`•tCfL3fCflOr`7.;) m CEAiu
<br />PAi81
<br />CONODIrnt
<br />9F THEM
<br />A55A, -720
<br />T-5 OR. LESS I 2 Ile
<br />IN49OLIM
<br />t T RU B& 7
<br />.35A -72_0
<br />17'--5' TO IV-W Nos. 2 3/4-
<br />UNBOLTED
<br />i THRU 3 & 7
<br />0. -72.G
<br />ab'•-B' TO AV-2- Um 2 if2'
<br />• �
<br />d
<br />.A3A, -4&D
<br />Iv -a' OR LESS ( 3 I/2'
<br />a TTEDaVE1AIP!S H
<br />4 D & :D
<br />• blriTED A/ ,/a"Y-2ba` &E: MX a W04MUT AT (hflB.M i NAIDA N OF PANEL
<br />!VALID ONLY FOR PANELS171& Q WSTALLATIONS AS PER SWINNi5 i TNRU 7. ON SHEETS 4 & 61
<br />NAVA 1 ASD,
<br />DESON
<br />PAE`JSURE
<br />RATING (Wf-)
<br />NAW UN ANCTLIPi/L SPADNO FOR EQ. 3 I/r v.
<br />APPLICABLETo I
<br />& I N&AINUM PANEL
<br />ANY is MATAiN 1 L alm v (R)
<br />OF "A"
<br />TAPWH
<br />CF TM-trYPP
<br />aN fl`
<br />.^,:s'a:e TOWLE O
<br />PAAELWINS TE P
<br />TG 4DNCaE7E
<br />OON TEN#
<br />TO :ANCSETC
<br />CGN TC'
<br />1D tt9mCNETE
<br />I
<br />TO Ole-
<br />CONCRETE
<br />TO CONCT&TE
<br />TF
<br />5`
<br />I N/A
<br />NJA
<br />N/A
<br />Al.
<br />NJA
<br />I (TOP)
<br />8'
<br />5•
<br />N/A
<br />N/A
<br />B`
<br />er
<br />b•
<br />B•
<br />b•
<br />b'
<br />/ (BDTTDM)
<br />P-
<br />HA
<br />N/A
<br />N/A
<br />5'
<br />N/A
<br />b'
<br />N/A
<br />e•
<br />N/A
<br />2. ) I
<br />a"
<br />N/A
<br />N/A
<br />NfA
<br />6'
<br />I N1A
<br />a'
<br />NIA
<br />S'
<br />N/A
<br />2 iBOTFLW4) }
<br />.554. -7ZD
<br />r
<br />N/A
<br />WA
<br />W.
<br />b"
<br />N/A
<br />a`
<br />-..
<br />N/A
<br />6•
<br />NJA
<br />3 & # iTTIP) E 7'-T OR LESS
<br />DA LESS
<br />D'
<br />S'
<br />N/A
<br />N/A
<br />6`
<br />i e'
<br />•--
<br />✓F
<br />8•
<br />8'
<br />-^l
<br />O founoM)
<br />B`
<br />NJA
<br />NIA
<br />N/A
<br />&•
<br />NIA
<br />--t
<br />NfA
<br />B'
<br />NJh
<br />7
<br />b`
<br />5'
<br />N/A
<br />W/A
<br />8^
<br />8`
<br />6'
<br />8"
<br />m'
<br />S`
<br />4 & 7 (007Td1y r
<br />N/A,
<br />N/A
<br />r2 ti2'
<br />Iz I%2`
<br />B 'yeb
<br />T/a'
<br />All tj4^
<br />6 TjA^
<br />D t/4`
<br />s {TOP,JBDita#) ;
<br />Su SHEETS 10 & It TOR ANCHORS TYPE & SPALTNG MR 0WAIAAM Nr, "m wom FRAW WWI
<br />WNMUM ACTOR SPA'.1 M AND MINIMUM EDGE DWAIIE. ARE RAMMED YN I ES SOMIX FOR E.D. LESS
<br />THAN tdgrAY O ON SCHEDULE R6ACE ANCHOR SPACING BY MEAITINTI D SPACAO SHOWN ON SCHEOIAE BY
<br />Tic FOLLOWING FACTDW FOR INS OPERATION TO Of POSSIBLE REo = SPACING OWANED USING FACTOR
<br />SNAL mx BE LESS THAN URANIUM SPADND NAZI-TED FOR PAw ANCHOR TYPE AT ANCHORS IEIiI.L.
<br />ANCIM TA
<br />TY1/O4]`NA
<br />IF ,iY/Dt'A
<br />17-lu/a�
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<br />�w40bWI4kR CwaY1 R.J
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<br />rtUGTLDY
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<br />_
<br />_ e
<br />lea
<br />a4a
<br />_ --
<br />1/4' ID.. 5/a• am ARSH eLm "O W/ INSTALLATION
<br />D,ETA FR RE"CULAR PANELS
<br />a & I
<br />t/4`l-LONG' SS MS, e ,/a' at. MR
<br />. M
<br />W Q.C.
<br />PANEL IfTIGTHS W TO Y-D A10 8
<br />FOR LON11niB UI' i0 6,01
<br />INTQ
<br />EXISTING, �y90D STRUCTURES
<br />ti' PA VS7A1A1E FEIAWE la OB PANDUANTE PId15 W
<br />12 1/2* O. C, WIN 1 4/2' W. THREADED
<br />/ HEADER ri1R ,.FNi11fEi. UP
<br />t: P@dETMT1aN TO E ALL
<br />I
<br />A<
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<br />'•'1Q S P
<br />AAO SCREWS i/ Wj
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<br />P REQ AW
<br />1
<br />A►TERNATtVE 1W
<br />T(, ERNATIYE 2W
<br />SCALE 318-l'
<br />li
<br />Z'
<br />I
<br />BEE SCHEDULE ON SYWET $
<br />FaR TO MASS. 11�
<br />1 /'
<br />To+ARA: i
<br />'aAr
<br />is GLASS.. i
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<br />i. PANG 9
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<br />ri 1/4' W. ! s/6' LONG BRASS BHSNNG
<br />(wg/.-e-3/a,
<br />g,MY3a'
<br />WDx AHAiE
<br />1 ` AEaUMD
<br />i�i.
<br />W/ ,/4'A-2OA2- S.S. MS. 0 e '14. O.C.
<br />AND B
<br />EEkd4 w/ 5/B
<br />:, NSA e A a.0
<br />FOR PA&t Leman S UP To 5'-D'
<br />yj 1/4' O.0 nM LENT" 1P TO 8'-E' Naa.
<br />1
<br />QI
<br />1 1 14-,0 AANEI MTE FTY4i 0 OR
<br />r,4^ P AE
<br />t -i ORPITS 6D ,a 1/2• a. G WITH ,
<br />'.:
<br />__ 1/4•a HK m8'S f W aF. V
<br />TWrEA#D vw
<br />al TEQI1�AiI41E ikr
<br />ALTERNATIVE 4W
<br />W.
<br />t 4 YMOq 1 or r THREADED PENETRATION
<br />� PPli I"
<br />r�.' WA,E ��
<br />ax,.
<br />t �siM of MTE
<br />� SCALE 3f&+1`
<br />SCALE 3/11 1'
<br />Y 1�' ALL LENGTHS HIP TO W-8' Ms'.
<br />REaVn£D
<br />�
<br />A�RNA�IXIL.
<br />( �F9 IIQUO INSD 1A TION _
<br />S3A�Y,E SHUNS �I ANCHOR L, CATIONS
<br />NOTE S-+SURER TRACR�S NOT 5}1g, FOR CLARITY
<br />AIlT�B1�I.V� sw
<br />SCALE 3/0m1'
<br />SCALE 3/8s1'
<br />.
<br />M}1iSTTNd4I)tAa2}�
<br />1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DES" LOADS
<br />:"•,-C ��.
<br />@.... EN. .. i
<br />'C -
<br />UP TO-i-55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8-D$$S'`/^
<br />VACT '. _
<br />FLORIDA
<br />BUILDING CODE Ht h YN#aa HMrTlcaRo
<br />Zang)
<br />2. FOR NEW OQ FRAME CONSTRUCTION: WOOD MEMBERS TO SE SOUTHERN
<br />a -
<br />PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />_ IdO. L.*
<br />20 CAGE GALVANIZED STE€I. STORM PANELDRAW
<br />or:
<br />DF
<br />FDR [ URINATION OF SEETiQN4,:
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<br />GLOBAL PROTECTION PRODUCTS, LOG.
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<br />LA E:
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />Kt (J' ., L Rt�•... %^1
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<br />PHONE: (Iba)MI-7345. £A2; t§a#)Eas-•4%Y7
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<br />COMBINED IN ANY WAY TO SUIT ANY
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<br />51
<br />8• M , (CASE 1) - -
<br />X.
<br />MID. (CASE I) F-.--
<br />0
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />AA
<br />11111111
<br />ri :IAiY Y A'e„
<br />MAXIMUM AS&
<br />DESIGN
<br />PoL -tA
<br />UPOD.
<br />Or TAP -GAP
<br />CA1H-N
<br />PA[AMME TEWAE O
<br />PAHGAM PLUS
<br />APPLICABLE #
<br />SECTIONS
<br />W TON
<br />W pANEi
<br />6f1I07}+ 2' jR;
<br />To CONCRETE
<br />NUCE. f To
<br />E
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<br />BLOCK`
<br />ESE
<br />KAI
<br />BLOCK
<br />TO
<br />To
<br />ONNORM
<br />81
<br />10
<br />CtYfO111
<br />10
<br />111.0111
<br />BLOCK
<br />6'
<br />N/A
<br />N/A
<br />NfA
<br />8'
<br />N/A
<br />8"
<br />N/A
<br />S'
<br />I N/A
<br />T At 2 (TOP).
<br />55.0. -72,0
<br />0`
<br />7•
<br />B'
<br />B•
<br />0`
<br />B"
<br />B'
<br />6`
<br />0'
<br />0"
<br />I (BOTTOM)
<br />51-W OR Utss
<br />+56.0 -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />: 8'
<br />N/A
<br />V
<br />N/A
<br />8'
<br />N/A
<br />1 6: 2 (TOP)
<br />5'-0' TO 7"-6':
<br />B,.
<br />5•
<br />0'
<br />6'
<br />0"
<br />7 i f2"
<br />B"
<br />8"
<br />8"
<br />0"
<br />i (801TDSM)
<br />+55,0 -72.0.
<br />8"
<br />N/A..
<br />MIA,
<br />N/A
<br />6"
<br />N/A
<br />8"
<br />-
<br />NJA
<br />8".
<br />N/A
<br />1 k 2 (TOP)
<br />7'-61 TO 81-w
<br />S'
<br />4"
<br />8".
<br />B"
<br />3"
<br />8"
<br />6`
<br />6"'
<br />6"
<br />i 6`
<br />I (BOTTOM)
<br />11,H511 ',
<br />MAXIMUM AS&
<br />Dess.T#
<br />opicso.m
<br />RA7m1G T.
<br />PAR I mw 0 5$' IM FROM TOP P A.4
<br />CASE 4 (Im 0 3' MY. INN yw OF NODE)
<br />APPllaABLE TO
<br />0 &
<br />CAlABWATIO
<br />Of THEM
<br />MNOMUM PANEL
<br />LENGTH -1: (l1•)
<br />TAP NOWNSECTIONS
<br />O-
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<br />.}D
<br />340.2 --81.5
<br />3• 3"
<br />4 1/2' 4 i/2"
<br />2 (WITOM)
<br />7'-6' OR LESS
<br />.52.8 -SELO
<br />3' 3"
<br />4• 4'
<br />2 (BOTTOM)
<br />7-6' OR LMS
<br />,SSO --72:0
<br />2 1/2- 2 1/2'
<br />4" 1 1/2'
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />t.56,O _7"
<br />2 1/2" 2 1/2'
<br />N/A N/A
<br />2 (80TTOM)
<br />7.-6' TO 8'-0-
<br />7-72D.
<br />N/A N/A
<br />3' '1`
<br />2 (BOTTOM)
<br />7'-6" TO 81-8'
<br />W ®TUN AIA m74k
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<br />ED,LMINIMUM
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<br />REDI)CED SPACING OBTAINED I FACTOR SNM3. NOT LESS THAN NWNa414 SfWCAAr
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<br />ANCHOR TYPE
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<br />MAXIMUM ARCHOM SPACING FOR La.. 3 Ilr
<br />.
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<br />TAPOON
<br />OF TAP -CARP
<br />CALK-A4
<br />PAHEUAVE FEMALE O
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<br />APPILICABLE TO
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<br />MAMNIUM PANEL
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<br />TO
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<br />TO CONCRETE
<br />70 CONCRETE
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<br />To
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<br />CONCRETE
<br />BLOCK
<br />COMBINATION
<br />6r THEM
<br />LENGTH V 00
<br />>')'
<br />N/A
<br />N/A
<br />NfA
<br />8" N/A
<br />76'
<br />N/R
<br />6-
<br />NfA
<br />NfA
<br />N/A
<br />i (TOP)
<br />6"
<br />4'
<br />N/A
<br />N/A
<br />6" 6`
<br />8'
<br />8"
<br />8'
<br />1 8.
<br />N/A
<br />N/A
<br />I {BOTTOM)
<br />6`
<br />N/A
<br />NIA
<br />N/A
<br />61 N/A
<br />6'
<br />N/A
<br />8.
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6"
<br />N/A
<br />N/A
<br />NIA
<br />6' N/A
<br />-_
<br />5"
<br />N/A
<br />5"
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />-55,5, -72..0
<br />8'
<br />Nd A
<br />N/A
<br />N/A.
<br />6` N/R
<br />6'
<br />N/A
<br />6`
<br />..r.0'
<br />RAJA
<br />N/'A
<br />N/A
<br />,1 & 4 (TOP)
<br />-
<br />'>7-5" TO fi-e
<br />OR .LESS
<br />NfA
<br />N/A
<br />&' ( 5'
<br />6"
<br />6'
<br />B'
<br />N/A
<br />N/A
<br />3 (80TTOM).
<br />N/A
<br />R
<br />N/A
<br />B' N/A
<br />v
<br />N/A
<br />8•
<br />NfA
<br />N/A
<br />N/A
<br />7 (TOP)
<br />8"
<br />4"
<br />N /
<br />T /
<br />S"-- I 5'
<br />6'
<br />6"
<br />- 6"
<br />1 6'
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4-
<br />12 1/2` 16 1/4-
<br />6 1f4-
<br />6 1/4-
<br />6 1/4•
<br />16 1/4;'
<br />N/A
<br />N/A
<br />5 (TOP/8070M)
<br />50.0, -53.3
<br />N/A.
<br />N/A
<br />12 1/2-
<br />6 1/4-
<br />12 `/2- } 8 1/4'
<br />6 1/4-
<br />6 1/4-
<br />6 1/4'
<br />` 6 1/4'
<br />N/A
<br />NfA
<br />6 crop/DOTTOM)
<br />-w TO 11°-2'
<br />55.0. -72.0
<br />N/A
<br />N/A
<br />6 1/4•
<br />N/A
<br />6 1/4- N/A
<br />6 1/4"
<br />6 1/4`
<br />6 1/4-
<br />6 i/4'
<br />N/A
<br />( N/A 16
<br />(TOP/BOTTOM)
<br />--8' TO 11°-2-
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A I N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 1/4'
<br />6 114"
<br />16 1/4'
<br />8, 0, ID (Top)
<br />438, --48,0
<br />6`
<br />4"
<br />N/A
<br />N/A
<br />M/A N/A
<br />N/A
<br />N/A
<br />8•
<br />6-
<br />6 1/4'
<br />6 1/4,
<br />8 (BOTTOM)
<br />OR LESS
<br />OF LESS
<br />8`
<br />4"
<br />N/A
<br />NIA
<br />N/A ( N/A
<br />N/A
<br />N/A
<br />6'
<br />8'
<br />6 1f4`
<br />8 1/4'
<br />9 (807TOM)
<br />12'-x"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />hjA NfA
<br />NfA
<br />N/A
<br />8 1/a'
<br />_ 6 1f$'
<br />6 1/4"
<br />6 1/4°
<br />70 (BOTTOM)
<br />SEE 94MM 10, 11 AND 12 FOR ANCNDAS, M, A SPACING FOR IJSTALLVIONS INTO WOW FRAME A1111:ORKL
<br />AYNA.AIM N 14M SFACIN% AND W AMUM EDM DISTANCE ART INDICATED ON THIS SGP$DUtE.. FOR M Las
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<br />THE FOLLOWING FACTORS. FOR IRS, OPERA[" TO BE POSSIBLE, REDUCED SPACING 061 440 USING FACTOR
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<br />INSTALLATION DETAILS FOR REGULAR PANELSC) & t1
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<br />i To ASS. I TO CUSS' '.. TC_ WAS'
<br />_ .... _
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<br />111DIEi:
<br />I. INSTALLATIONS FOR ALTERNATfi1tiS 8W. 9W & TOW ONLY VAUD FOR VV11t11N111NNAtM
<br />BUILDINGS WITH AS 0, OE51tJIN LOADS UP iOf4J,8, -a8.0 P•W1'. AND AA4A� A,: TI(„(/A
<br />PANEL'S LENGTH UP TO t2'-$'" �`�YL', '. "• "' • "'.
<br />2. FOR NEW WOOD PRASE CONSTRI3GT}QN: WOOD MEMBERS TO BE SOUTHERN �: !�0 LS� • • FLORIDA BUILDING CODE (High Valcatt. Hu Ono Zone ONE NO. 2, W/ SPECIFIC DFJ TH OF 0-55 OR EQUAL. z s
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