|
SO; wECAG/N T, 3 a
<br />ON%W4
<br />A O}
<br />1.: - it � ..+A+M e4 � � A $ ' ... .: � ►, l�
<br />c -I1•
<br />�
<br />a 1POPOA(y
<br />�] T3tjJ I 4wAIt k:RNf.
<br />AY. NBDF,t w1 2 1/4-
<br />��
<br />\\
<br />CONCRETE ca
<br />t 1
<br />r
<br />SCALE 1�j 90 DUAL y1
<br />ow "New
<br />t qt 6LAd 1[i.1017n..#
<br />iIULLION SCHEDULE
<br />SNEirS. • 4 9}
<br />Ma,. MULLION
<br />REQUIRED MRP.
<br />SPAN (Ft)'»
<br />TUBE MULLION -
<br />4 4'-6'
<br />2' . 3' . 1/8'
<br />4'-e' TO 5'-8'
<br />2` . 4' • 1/8•
<br />3-5*-4' TO r-10'
<br />2'
<br />2•A 4'2i 4'
<br />5 W-10' TO 8'-.O'
<br />2' . IF . 1111'
<br />4 SPA
<br />TO V+95.OMR f„s.°')2,1f P'RESSURE PAT.
<br />`� �L m�aia�re P�ANE�.`s� oREN1Ea
<br />SECTION T
<br />SCALE 3/8-1-
<br />NVL MULJ,IDN CAN A150 BE R4S7N,LID W/0 SIM PANELS ON TOP
<br />OR
<br />BOTTOY 50 11lA7 R K L.0CR11St AT TOP OR BOTTOM OF 11PE#RNf•-
<br />10NE PANE OPFNMG Wl :n3BE COI+ 8 BOTTOM)
<br />ZNLD-OUT MOUNInNC
<br />INS1I94AMN ALTERNATTYE 1W
<br />WALL MOM
<br />INSTALLATN]ti - ,�,TF}INATWE 2W
<br />SCALE 1/r + t`
<br />1. INSTALLATIONS ARE,ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />UP TO +55.5, -72.0 p.d.t. AND PANEL'S LENGTH UP TO W-8
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BESOUTHERN
<br />PINE NO 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />ITOM MOUNTINGS CAN BE
<br />1N ANY WAY TO SUIT ANY
<br />coom" ANANIAS
<br />(SEE swu 44)I-\
<br />(SEE SCHEDL4E SHOIT ION `•
<br />CONORM
<br />ANCHORS""''»�,,
<br />tOR
<br />. \
<br />1/t�aG.
<br />CFwE
<br />PF3DN'C. +�
<br />ITT" O.C.
<br />I
<br />- tNR AA&
<br />___ wRAGRLTe ANCHDAS '
<br />t5>:E
<br />SHM 14)
<br />WILL MOUNTING 11131 1JLM WALL ANDFLOOR MINTING iN_STAL!
<br />ATION
<br />- SECTION T CrA,F•t6" ar )' - SECTION 2 SCALE: 3/8' - I'
<br />tRiita"4 ON I ABM PANLy S'r`TEr•., ,._A�,,A.F.NlN.
<br />T. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PAfvEtS).
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS
<br />(W/ OR W/O REBUtAR TRACK$.)
<br />?. LIFE SAFETY STIR PANEL CONSISTS OF 0.039' GALVANIZED SIM STORM PANEL AS
<br />PER COYPONEM, SHEET 2 OF ORAWINC,
<br />THIS. RATTLE ALLOWS ITSELF TO BE AEMO ED OR tNSTµLED FROM THE WSOE OF
<br />STRUCTURE,
<br />3. UFE SAFETY P REQUIRES TOP TRACT TO BE COMPONENT 0 A, BOTTOM 1 Ara TO
<br />,ay1HtL`
<br />CDMP4 ENT 3 9E INSIPER RNLIe O ET W FLOOR 14OF THIS OUNTED FOIJAWING SECTIONS 1 &.
<br />���_
<br />2 ON THIS SULLY AS wELL AS DETALS I. A: 2 ON SHEET- 14,
<br />,�y�(';'
<br />4. MIn. LENGTH FOR COMPONENT 4DIS IV,
<br />= T'
<br />M6R. ANCHOR SPACING FOR COMPONENT 4DANCHORAGE AT BOTTOM IS GIVEN ON
<br />SCHEDULES T N2 2, SHEET 14.
<br />-
<br />COMPOwW OMAY BE PERMANENT OR AE4WARLF_
<br />S •c'•.
<br />5. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15.
<br />6. SEE SHEET s FOR DETAIL APPLICABLE. TO THE NECESSITY FOR THE OF
<br />INSTAt1ATAN
<br />SPACERS AT TRACKS INSTALLED MACENT AND BEYOND TO STUCCO/W600 BANDS,
<br />'yAAll
<br />yE+l♦�31
<br />CDUNLi WALLnD01R iiOUHTiNG
<br />1iSTAL:iLT1OMYF» 4Yi INSTALlATWNs - ALT£IENATiVE SW
<br />(SECTION AT TOP IS UNITED TO +55.5-67.0 MAX. SCALE: 1/4, a 1'
<br />A.S.D. OES10N PRESSURE RATING)
<br />SCALE 1J4' >• 1'
<br />�n•�FA � Non t
<br />21B ,SNP NP,
<br />LmA MINIM
<br />CLIP Ar01 »IA61�
<br />' � rr�'inmr Yn
<br />,NAP aFF1AA 2kt,1.
<br />ENO YIIRR N
<br />INS7rLATIQNI -_SWIM "W
<br />SCALE: 1/4' V
<br />FOR
<br />=021mm5L1ap,1M• SESEOlgM1'Doi
<br />94RETid 14,.
<br />�•moors
<br />��i
<br />NONE
<br />:
<br />2
<br />I
<br />ATE LCGTOW
<br />P AIRS)
<br />Rigs t/et
<br />)
<br />it/15
<br />ALTERNATE LOCKOON '
<br />-JON LIFE SAFETY PANEL
<br />MFA iF NO LIFE SAFETY PANELS
<br />P .LOCATION OF LIFE (Sm NOTE IKLOW)
<br />W/o REOL M YRACICS -
<br />SqrNPAK
<br />(SEE Non 7
<br />BELOW)
<br />4 TACT PANFl Fii' i° B€ R4SFAi;LED AS
<br />OPTION il FOR LIEE SAFETY
<br />STORM
<br />LIFE SAAEY7 . PANE. tEHR40 SNAIL
<br />ALWAYS BE PRCWOm W/ I,EM TM,A`nLE
<br />TO FAC4.RATE }MST - 6
<br />13TRUCTu FD OR RE11gYED FRMI IN9aE
<br />ELEVATION
<br />OF
<br />3/32*-1•
<br />/^/,SCALE
<br />tl4' YOc TRAP Ri C9°R 7
<br />i e A)* I/4. U.,
<br />imp
<br />1
<br />TMM
<br />B SILL wom E PANFss` 8 {i
<br />ern Puma
<br />SEE MOTE 1)
<br />SECTION 0=
<br />SCALE 3/32'-1'
<br />���M A.&R���������SURE&M(pmfSPONDING
<br />MUNIUM PANEL LEMON M SCHEOULE
<br />TVA P, NHY 1T1R 4AAil,a 1,@ SHY NlCYA fAIYfYC iQ 1AL'N ,.CNNNNAC 1 fNRF1 1a � g46Xi! A R.1 At
<br />IA42NAW AEa
<br />tNwy L tENatN
<br />yyy
<br />Pun
<br />N
<br />Or TRY.
<br />OR =5
<br />2 T/4'
<br />(9180=
<br />1 TKW s a l
<br />♦515, -72.0
<br />z7`-:r T0. w-r V..
<br />2;/4`
<br />W010010
<br />I TARN d a 7
<br />+58A. -72.0
<br />PB-a` TO11•-2' 0-
<br />2 1/Y'.-..
<br />` ax
<br />6
<br />+43A -4AD
<br />12-e OR LESS
<br />3 1/2'
<br />` AT
<br />A / a ,D
<br />• WOM !/ 1 j4'!-20.i' S.S. Y.S. i WINPUT 9 WOW a NVAI M OF PANEL
<br />ALW ONLY FOR PANELS Ol e 0 RETALLATIXNIS AS PER SECIIONS I TIM 7. ON SHtE, 4 4 S)
<br />MAAMW AS.0.
<br />DISON
<br />PRESSURE
<br />_ Imam* ANCHORS wam mn EA - }Eli «
<br />SEC00N3 j
<br />AM OF
<br />..
<br />MA%WM PANEL.
<br />LiNCrEI 1' (n.)
<br />TAPOON
<br />OF LIP -°RIP
<br />CALK-N
<br />PA11110T FORA E 6
<br />PA4gAM1E
<br />PLM6
<br />m 00HOUTE
<br />10
<br />1 AINCAM
<br />8140N
<br />10 COMtALtE
<br />OONCR n
<br />B40ETA
<br />TO CONOREM
<br />CMA ME
<br />K=
<br />TO *MOVE
<br />owaaE
<br />SLOCK
<br />FIX OOId,F1E
<br />t'
<br />BLOCK
<br />6•
<br />N/A
<br />WA
<br />N/A
<br />V
<br />N/A
<br />B'
<br />d'
<br />WA
<br />ii
<br />d'
<br />5''
<br />WA
<br />WA.
<br />6`
<br />`(•1'0^P-) ^'•^'•^�I
<br />6.
<br />WA.
<br />WIA
<br />WA
<br />0"
<br />WAA...
<br />N/A
<br />I
<br />N/A
<br />2 00P)
<br />r
<br />WA.
<br />N/A
<br />NIA
<br />a
<br />N/A
<br />5"
<br />N/A
<br />S
<br />WA
<br />2 (8a00Ai)
<br />+sS,A -72A
<br />it
<br />WA
<br />WA
<br />Ni-
<br />6•
<br />-
<br />N/A
<br />5`
<br />NIA
<br />6"
<br />N/A
<br />3 k 4 (LORD.
<br />7`-6, OR LESS
<br />OR LESS
<br />6'
<br />3`
<br />N/A
<br />N!h
<br />8'
<br />6'
<br />r
<br />tl•
<br />tl"
<br />r
<br />] (BOTtOM)
<br />r
<br />NIA
<br />WA
<br />NIA
<br />S'
<br />N/k
<br />WA
<br />tt'
<br />d'
<br />MIA
<br />N/A
<br />72 9/2'
<br />5 1/4"
<br />12 1/2'
<br />6 1J4•
<br />8 T/4»
<br />6 1/4•
<br />0 T/f
<br />1 d 1(4'
<br />S (: �
<br />ma
<br />SU Dan iD a It FOR AN INK a SPACM FOR NSDAtATIONS Wo w6O FRAM "ma
<br />WMW ANCHOR PACHOS MIS INAM SM DISTANCE Aft RAKAtW OR THIS SOEgiG FOR E0 LESS
<br />THAN INDICATED ON SOMAX 10M ANCHOR SPACING BY IAIJIfty I! s1'ACNG SHORN ON 9CHMAI EW
<br />THE iOLU MNG F'Acrom MR THIS O•FR " To # PQS4i Z R€DU S"m omma us" FACTOR
<br />SHALL NOT RE LESS MIN NNAON SACINO MM"700 MR 004 AND"1TPE AT ANCHORS LOOM
<br />AIO/IOA rotIle.1/41
<br />Y•YtNfdel
<br />w ttllP-wAr
<br />114`s
<br />414i
<br />1/4*.
<br />dYA.Ni
<br />Rf4'.
<br />901+°-fEF
<br />tln AROER NAw16 OnD
<br />3 --.
<br />3
<br />3
<br />3.
<br />2 112
<br />3
<br />it y6t41 Q 4kAM,u 10.)
<br />2
<br />3
<br />3
<br />S
<br />3
<br />5 1/2
<br />1tw.AR.1 0»I:NIPA 111q:TAaj
<br />3:...
<br />3
<br />3 1,/r
<br />6 T/2
<br />4
<br />3 In
<br />JOx6 6t NU E.WXP
<br />1-
<br />TA6
<br />T.00
<br />,AO
<br />.p
<br />1/4' L0.. a(a' 1.aNL Wass 6;As1rRA w/ INSTAL.LATION
<br />DETAILS MR RE ULAR PALS
<br />CD &
<br />1/N2' EE. Ya, a 1C W4 DLO,
<br />PANS, U2ONGTRK M' TO r-e` AND d 1!4' G.G.
<br />F1Nt 1EN0T1f5 � Ta r-8' tP. pOR 4-10NA
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />PANHE fELWF 1° I'Ah amm PIPS a
<br />CA
<br />12 1`/ 0. E wflN t 1W. THREADN
<br />PENEYA4TIOIN m !RAm i/Y rm ALL LENGTHS IA
<br />W;0tl9141G
<br />)
<br />I
<br />1
<br />:L
<br />4
<br />�3
<br />EQ
<br />EJA
<br />EQ
<br />GAL
<br />1
<br />1
<br />1,000 How
<br />+
<br />t
<br />1
<br />)
<br />A T'LRHATM JW
<br />AL'TERNATIVE 21N
<br />"
<br />SCALE 3/8.1• -
<br />SCME.3J8ai•
<br />1
<br />i
<br />`
<br />1
<br />i
<br />1
<br />I
<br />a
<br />8EE W ►:E ON STEEL a
<br />SEE SCFEOIAE
<br />OR
<br />- LEAN YO. SH'MAliO1 TO wAs2
<br />-�
<br />E To ams.
<br />to
<br />a1
<br />Ear
<br />_
<br />_.:_. _._._..__
<br />� .,
<br />,
<br />EQ _ [
<br />EOI I
<br />-`
<br />1
<br />1
<br />-_
<br />t ,.-..
<br />r/' z-
<br />EHs(.. _,
<br />L.:�
<br />:I
<br />EL)I
<br />Kam"
<br />L+
<br />1/1' IA +5I6' LOOS BRASS MNSHNG
<br />}
<br />i/!^!•ah]l4' AS.
<br />Rail iw tNWOW�
<br />4,
<br />•,.
<br />77 - j) �.
<br />.
<br />p I
<br />'
<br />W/ 1/4S-2R 2' 8S its. O 6 Ile 0.c-
<br />0•
<br />FOR P/tEG. LE16T+a LV m 5'-AND a
<br />i 4 le
<br />..� AI L.44 4NN6 a r
<br />.
<br />1/0.O'F NOR LPAWO LIP To 8'-a' M6A
<br />I,
<br />'t
<br />= x'N' P1iTE I
<br />a I
<br />DR T4-kO 0 ON
<br />1 PA1RLiNAE tTOAaAE
<br />PAxFaALAtE PLMs a 12 Tl2' A c WITH s
<br />`
<br />Y '
<br />;ot�2 °NM 1 ROD° 5 a:G
<br />ALTERNATIV€
<br />Al THRALL[V 4W
<br />t4ea TTt zwm PEarm"ON AT
<br />1rNDNgFYm1 OE` WOOD PLATE T4R.
<br />a 2'RA PLATE g S.(.
<br />a,4OMINRH NM 15M1F,. -
<br />.SCALE 3JBa9
<br />-SCALE 3/0-1
<br />L�.
<br />,t?
<br />ALL LAD001N9 UP TO 9'4" MmI.
<br />p
<br />9
<br />t $i,
<br />-
<br />Mas
<br />DIRECT IAOUWM NI_ STAL"M
<br />CORNIONS
<br />NOTE : SHUTTER TRAM NOT auRm
<br />�,Q�IATfYE
<br />9CF4E 3j8a1•
<br />{�
<br />sauE s/a»'t-
<br />HATES.
<br />NL1M}N44FNINWN
<br />�h P, Tit:
<br />FOR WttH DESIGN
<br />1 • INSTALLATIONS ARE ONLY
<br />UP TO +55.5, -720
<br />VALID BUtLDINOS A.5.0. LOADS-
<br />P5F AND PANEL S LENGTH UP TO B B,
<br />r iC t
<br />S; b
<br />D BU el It M _
<br />FLDTN A ILDDNi1'CODE (High Y oo N tTTGOnd aorta
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO. BE SOUTHERN
<br />PINE Wf 5PECIFlC DENSITY OF OM OR EQUAL
<br />W
<br />? N0,
<br />Moro TRTfEO, R8.'.
<br />20 GAGE GALVANIM STEEL STORM PANEL..
<br />NO. 2.
<br />NOTE FOR LxN.i$7uAT10N OF.11
<br />F BECTtrn�c:...
<br />;'..
<br />ADO/
<br />C O Eat:.
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />UZ
<br />o x:
<br />m�wtr
<br />TOP h BOTTOM MOUNTINGS CAN BE
<br />COMBINED ANY WAY TO SUIT ANY
<br />i Fi T1S e „ jf•,7,�,,.i
<br />�'ay F . ,••••
<br />SS1
<br />Y .AHr
<br />«M SN. TA. K EPA wa> n a1N
<br />Nr.: no-,m.a: R: ,3
<br />41OD S.V. st dTNrt
<br />Wa E, n. 33314
<br />PIAR(: II54}rka-7sw, FAT: Na4MeR-arn
<br />20-176
<br />IN
<br />It
<br />hANMI INM111 l: 317NJ'S1GNA31•EIDA7E
<br />(>6
<br />,M. b.w.. .. A... .e
<br />oft-
<br />NN:TER A'714'Vdi P'
<br />STUDS A EVERY
<br />OVERUNP
<br />TO Fp7 PANEL
<br />i
<br />E:111.fix
<br />f ! tR ' A*
<br />�
<br />ALTERNATE A••s^s Y.'4
<br />ST,NTS o EVEE
<br />W1j 20 C
<br />#101D PANE
<br />Sj8' *I (CASE 0
<br />31.Am,, (CMSR)
<br />i/4 +il SEE 1E #'i I �m,Ci,nm. f•ARCL-CnN �MCL
<br />W EdOt}'fRt. B 4' sclEnLAE �' SGHFDIAE 4 1
<br />\�JJ 3`•--^ !Z FOR ---1- /2 FOR L--3'--1
<br />MwI ANCHOR M- ANCHOR
<br />SPACINW SPAC Ic j
<br />DETAIL (LIjII TAUXION PP=:IIAE TO SCHEDULE
<br />SCALE- a/te' - i•
<br />MAXIMUM h S.D. DESIGN PRESSURE RATING (ti s•f.) AND CORRESPONDIIN�
<br />w A
<br />bIAXl11UtJ PANEL LENGTH
<br />-APO irARIF Gi`N'AN1NR 1 B 2 OM.ATED F( 1.fFF �i4u lY STORM PANE
<br />'Y e1�l ON SNEE7 i3i.
<br />WAMW ASAMINX
<br />7APOO11
<br />PANMNMIE"
<br />5'Et:'tNSNS a
<br />IRTLCM
<br />PAES5NE
<br />R4 .sf.
<br />T4
<br />BLOCK
<br />TO
<br />IBdTCiI
<br />TO
<br />CWtlCRECGNKTO
<br />ROCK
<br />m
<br />TOTlETE
<br />FEFOL
<br />TD
<br />CONCRETE
<br />To
<br />BUXTo
<br />:R
<br />t
<br />3XNAd4MON
<br />tW iREl1
<br />MN01/W PlNE3....
<br />Lmm v (t)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />W
<br />N/A
<br />S'
<br />N/A
<br />VN/A
<br />1" & 2 CtOP).
<br />-720
<br />9'
<br />7'
<br />8'
<br />9`
<br />9'
<br />9•
<br />9'
<br />9'
<br />9'
<br />9'
<br />1 (BOTTOM)
<br />5'-0• OR 1f.3B
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />v
<br />NIA
<br />8"
<br />N/A
<br />} 4. 2 (TOP)
<br />+55.0 -72.0
<br />7 1 2'
<br />1 BOTTOM
<br />5'-0' TO 71-8`.
<br />+S5.0 -7ZG
<br />4'
<br />N/A
<br />N/A
<br />WA
<br />6`
<br />N/A
<br />6`
<br />N/A
<br />O'
<br />N/A
<br />1. 6! 2 (TOP) .
<br />7'-5` TO a'-S'
<br />_...
<br />9•
<br />4.
<br />g.
<br />6`
<br />. 9"
<br />8"
<br />B'
<br />6"
<br />5"
<br />6•
<br />t (BOTTOM)
<br />- ......
<br />MN =M n5➢.
<br />RESSURE
<br />RATING ti,
<br />I (SAE a s/6' Y,. N7OY TOP 6 Xoif.'}
<br />06E a (SIR a 3• Mw NQM LOP' or AI»,My-
<br />SMELT Arc
<br />L�TM 110-
<br />EM
<br />#AXtMUM PANqik,
<br />LENCa1T1 i.' (fl)
<br />- T
<br />- -
<br />°
<br />TO
<br />+49.2 -614
<br />3• 3»
<br />4 1/2* 4 1/2'.
<br />2 (BOTTOM)
<br />7`--e OR LESS
<br />+52.8 -664
<br />3• 3'
<br />4' 4
<br />2 (BOTTOM)
<br />7''-4' OR LESS
<br />t6S.a ^72D
<br />2 iJ2' 2 1A*
<br />4" 5 1J2`
<br />2 (BOTTOM)
<br />7-8` OR LESS
<br />+SS,n -72.0
<br />2 1j2" 2 1/2-
<br />N/A N/A
<br />2 (BOTTOM)
<br />7".-'6` TO: W-a»
<br />+SOLO -i2.0.
<br />N/A NjA
<br />3` I ,...
<br />2 BICTTp1A)
<br />Y-6' To S'^•B'
<br />i4,NMW A3N. 0E9R!
<br />MSc PAn LBA,IN
<br />tw4WN 6P,AAwn
<br />NNO
<br />F1EO3UNE
<br />6r+t:
<br />t' fn)
<br />(SEE 1LCRDIK)
<br />1O Z2AM
<br />CONRFAe
<br />16dA-
<br />B-6`
<br />2 314'
<br />IAITKAINE
<br />SH SHM 16 FOR AO]IDRH :TOE a SPA M FOR M IALLATIO S #M SNMD FRAME 8UILsm
<br />U MUM ANCHOR W CO" AND MINIMUM EEOOE 6mTAIV2 ARE 04"70 ON ,IRS S040AL. N'OR
<br />EST, LESS INAN 90001D ON SOHEOUX ROME ANCHOR SPACING m MULTIPLYING SPACING
<br />SHWIIN ON SCHEDULE NY 111E FOLWRNG FACTOR. FOR THIS OPOUTION TO BE POSSM
<br />AEOUCEO SPACING 08TARRD USMG FACTOR SHALL NOT IN LEA THAN WW" SPACING
<br />NUICAEO FOR EACH ANCHOR TYPE AF ANCHORS LEGIM
<br />Tim
<br />1 4'4
<br />1 4S
<br />1 4Y
<br />1 44
<br />, 4»s -
<br />1AIWI
<br />O U0 4"
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<br />1NLR-Fl :
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<br />3
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<br />3
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<br />3 1/2
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<br />PAN FLWTE FEMN,6 10
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<br />sow 5EY
<br />APPLICAl" TO
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<br />M:tiOMaN 4ANQ1:.
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<br />OF °0tc'M
<br />LENGM.'v m5
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />T (TOP)
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />8'
<br />B'
<br />6"
<br />6'
<br />B'
<br />8'
<br />N/A
<br />NIA
<br />1 (6mom)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6`
<br />NIA
<br />6`
<br />N/A
<br />8'
<br />NIA
<br />N/A.
<br />N/A
<br />2 (TOP).
<br />S"
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />5"
<br />N/,A
<br />5'
<br />N/A
<br />NIA
<br />:
<br />N/A
<br />2 (BOTTOM)
<br />55.5, -72.0
<br />6".
<br />NJA
<br />N/A
<br />-...
<br />N/A:
<br />6"
<br />N/A
<br />6"
<br />N/A
<br />6:»
<br />N/A
<br />N/A
<br />N/A
<br />,3 !F. 4 (TOP)
<br />Y7`-5` TO W-8"
<br />OR LESS
<br />N/A
<br />N/A.
<br />6'
<br />8'
<br />6"
<br />6'
<br />8'
<br />6`
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />NJA
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />S"
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />7 (top)
<br />6'
<br />E 4`
<br />N/A
<br />WA...
<br />8'
<br />6`
<br />8'
<br />6'
<br />6"
<br />8'
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />t2 1/2•
<br />1 6 1/4'
<br />12 1/2•
<br />6 1/4`
<br />6 1/4'
<br />6 1/4•
<br />6 1/4"
<br />6 1/4`
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />50.0, -53.3
<br />N/A
<br />N/A
<br />: 12 1/2-
<br />6 1/4-
<br />12 --/2-
<br />6 1/4-
<br />6 1/4"
<br />6 1/4-
<br />8 1/4'
<br />6 1/4`
<br />NjA
<br />N/A
<br />6 (TOP/BOTTOM)
<br />W-8` 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"
<br />N/A
<br />6 1/4'
<br />6 1/4"
<br />'S 1/4•
<br />6 1/4"
<br />N/A
<br />N/A
<br />8. (TOP/6OTTOM)
<br />8'-B' TO 11'-2`
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />6 1/'4'
<br />6 1/4`
<br />6 1/4•
<br />1 6 1/4' :
<br />$, S. 10 (TOP)
<br />43.8. -68:0
<br />B'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8"
<br />6'
<br />6 1/4•
<br />6 1/4'
<br />B (BDTIQM)
<br />0R LESS
<br />6"
<br />4'
<br />N/A
<br />-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />6`
<br />6 1/4-
<br />6 1/4•
<br />9 (BOTTOM)
<br />12'-4' OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />H I/4'
<br />6 1/4"
<br />6 1/4'
<br />6 1/4-
<br />10 .(BOTTOM)
<br />SEE %WS to 11 AND 12 FOR AN#PoRS YYP€ a SPACING FOR W511N1A11OTLU INTO HOOD FRAME BIRIONN.
<br />MNNa7M ANCHOR SPACINGS AND IA "N"Im FSiOE DSTANCE ARE 09WATO ON THIS SCNEX E. FOR E.D. LESS
<br />IT" ND¢CITP.D ON SCIEMAE RDUCE ANCHOR VACMO 9r M11LTi ONG SPACDIO SNONN ON SOEDWtr 8r
<br />THE FOLUAR 0 FACTORS. FOR TANK OPERATION TO 13E POSSIBLE. REDUCE! SPACM MANED USING -ACmR
<br />SIWL NOT 1N U= THAN MNNAW SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND.
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