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<br />SIGN FtAQL
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<br />A-sALLI : TO STORM PNF£L"5 L£I
<br />'SCALE. 3/8-t"
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<br />TUBE MUµiDR
<br />_
<br />INSTALLATION
<br />DETAILS FQR REGULARVANES
<br />EXISTING
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<br />INSIMLI GN - ALTERKAM Aw INSTAILAT SL_&=N. AM �
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<br />SAIL'S#Lt
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<br />SCALE: 1/4' . 1'
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<br />SCALE: 1/0 - I*
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS,D. DESIGN LOAD$
<br />TO
<br />Oq •t4& ..,... j+r..
<br />UP TO +55.5, -72.0 p.s.i. AND PANEL'S LENGTH
<br />UP B'-8`,
<br />CeENS )'•:'
<br />-
<br />FLORIDA BUILDING CODE i h Velocity Hu cant one
<br />H H -. Z
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE. SOUTHERN
<br />s/
<br />`= TIRO'
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0 55 OR
<br />EOUAE_
<br />N0. 41 S7 .
<br />2D RAGE GALVAN STEEL STORM PANEL `P
<br />IZED a.
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<br />NOTE. FOR CONE -TONS.
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<br />TOP d BOTTOM MOUNTINGS CAN BE
<br />5,¢�%c •. f( RiDb'; ''
<br />i/ -
<br />F— N1G k.. I cnNPArn': F MAR FL T=144 F
<br />20-176
<br />COMBINED IN AW WAY TO SUIT' ANY
<br />Gf 4C •••.'• ?.
<br />e}•.�v •'
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<br />INSTALLATION.
<br />I�i4.
<br />CA-9GOA'F74 �r..,A M wt Ns r 4me aR4➢AtW Ne:
<br />CA-D
<br />F/ETI. 11t11E1
<br />Iwo- 1a31T �, P,C. • wn *r•._ �... _ - SHEf' 10' OF 26
<br />CONCRETE ANCHORS CONCRETE ANCIWRE MR CONCRETE ANCHORS: SEE SCHEDULE ON SIMET f4:
<br />(SSE WMNLE ON (SEE SCHEDULE ON �1 M. WOOD SCREAM: SET: SECTgK are 54. is
<br />VISIT 14) S/1EET 144 '.T, 2 A 1W/fS
<br />.�,
<br />I/4Y 2/A 2A/4, 3/4 4/4 1, 3 & 1W/15 r3` MaN.
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<br />i Lt1Rw M I -5T3�s'f 14 ) L; 00 PANEL) j 04voQR P RIG, ll R ,j ; (AYfEP10R PANE).l IENO PANT)
<br />IFOR TOO" 'wTW SIPARMION iyTll f[
<br />Wd6M� � EVERY 7 B 4p337 � ,«(
<br />SKID O T2 1f2' DE STUO 0 12 Map. i Lt}.� R
<br />will,
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<br />.,. 1ACFETY 0f LYE (SET NOTE II&1OW)
<br />I �..>.... ),4. REGULAR
<br />�. ___.._.._. PANELS W/ OR -..- - _.-,n+t- SAFETY PANEL -«J
<br />f4___-._,_.
<br />r., AID RE(Uua 'rRAcxs (5� ware 1 . - -
<br />-Yf : ! 1,e BELOW) • LASS PANEL TO . INSTALLED AS
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<br />(SEE SCHEOLA.i ON =sr !✓ pry('
<br />.,- 'OR'SU4 ALWAYS 9E IGROADED W/ RSUt 1N7N0t£
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<br />SAW 14) PINKED �.::' :.,�,,.
<br />I ixaorrlDN) Ta FI,nrATt.sNsruuO(A: IF. N4it3I0[O
<br />a „_ N O BE.LCTUREE OR REMOVED FRi1M O£
<br />MNCHORB
<br />OTE y of STRUCTURE
<br />SHEET ,4M) ---ED ELEYABQN
<br />WII.L�CiIQUbMNG INSTALLATION FLOOR 141IONT1NG jE{+",,T, AUAMN SCALE 3/32'-1*
<br />- ,. .all # .SECTION 1 SCAMSCAM3fB° >_: �IwCTIbN 2 SCALES 3/B' < r• ,�I/4" MIN. �P � 1 1 I/4' Rro.:
<br />1" ,C
<br />raP _.
<br />NIT1E�.02< ( SAFCSy gTr,SIN. PANL SISTEM IM91AIAFLOM :. �.
<br />_
<br />- .. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' OR LAST PANEL) )
<br />v anEA1DR PAt1€75. (
<br />B ALTfAtuTE tOCAtION OR AS AN INTERIOR PANEL {ANY PANEL LOCATION IN BETWEEN END PANELS).
<br />B
<br />LIFE SAFE.+ PANELS MAY OR MAY NOT BE IN9fALLEO ADJACENT TO REGU4Xq PANELS `+ A]QTE L4 AT F3A7 PAKELR.
<br />-
<br />(W/ OR W/O REGULAR TRACKS;) SEE NOTE. it
<br />P SECTION �y- 0 2 LSE 5AFE'iY' SiOR RANPi. OON515T5 OD39 ILV:.V.... E0 .FORM T _ D �t OF AN12 STEEL 5 ANSI. A5 4�-,�
<br />PER COMPONENT iJt . SWEET 2 OF DRUGGING, SCALE 3/32°e1`
<br />THIS TUIEi ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE M$IDE OF
<br />STRUCTURE
<br />COMPIGN3. 'USE SAFETY tTEPER S TOP TRAC# IS 6E WI NiPLTNENT�dc BOTTOM TkACK TL} 4ygvT"L tt�,fElaf;1�
<br />G. � .,•••• �L, �^ rgA�y
<br />COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLLWNG SECTIONS 1 A yEA�@
<br />2 ON THIS SHEET, AS WELL AS DETAILS T h 2 ON SHEET I ;y��ENS¢ '•.
<br />�`3
<br />% FLORIDA BUILDING CODE Volocily Hurricane
<br />- (High Zone
<br />4. Min. LENGTH FOR COMPONENT 5 15". S
<br />�j TS EEO.
<br />- i
<br />: COjA C • MC
<br />ANCHOR FOR
<br />AO OR PONFNT �
<br />K, SPACING u
<br />E.P, Ma
<br />S ANCHORAGE AT SOTTO IS GIVEN ON
<br />SCHEt1ULI� T t4 2, VASES` t4. 'ir g' 2O GAGE GAt,VANi2E0 STEEL STORK PANEL DRAW�.,
<br />* '
<br />COMPON'EwroAY BE PERMANENT OR REMOVABLE. ". • ^"""""'"-`-"
<br />";;, Q.,• i10E. � ' ,�"`.+ /:"°""`""`"""'---•---yaNr.rwMrw aF/V4JMt3O
<br />5, SEE DETAILS FOR INSTA"T" INTO WOOD FRAME BUILDINGS ON SHEET 15. s 'iA .• TS1 ` * r CIF '. GLOBAL PROTECTION PRODUCTS, I.I.C.DArE
<br />,, pAx .,, DR - . �WI�A► ©EMS.
<br />_ 46m St. 51 STREET
<br />8. SEE SHEET 4 FOR 0f7A# APPLICABLE TO ME NECESSITY FOR THE INSTALLATION OF A✓/ *r5 DMa� -. AM .We R. mL W1ow 4Rm} rye y ggNe (a5x)mI.14
<br />F 7V#g, Vt (954)A D-pat 20-176
<br />SPACERS AT TRACKS INSTALLED :ADJACENT AND BEYOND TO. STUCCO/WO00 SANDS, dfq NIt1A., . r. >. fmM 4Y,-Fnr w ARE �: Ae .- ax.ewrA TWNRAA -
<br />PL 'S`'AI13PDIAIURF./D/STf. 0A, YU 7IY
<br />4MLTUt A J'Y P$ t M. eA• # '^:.• BiRET'!s OF 26
<br />l7 ... • 4. _. ..
<br />MOMUM PMEL LENM "L` SCHEDULE
<br />fV&M roar — Iu#r,IVIt A/a U S Aa1ATYMic - — acr•,K1Mc e
<br />MAKARAI A5.0.
<br />Nor» PONNMNENm
<br />IbN
<br />p�AtgN
<br />m
<br />+55A -72D -
<br />7'-1- OR LESS
<br />2 L/4`
<br />064801JEO
<br />t 1 TNRU 5 4: 7
<br />.3a.6, -7,2a
<br />37`-D' To r-,r Merv.
<br />2 3/4'
<br />0MIOLTED
<br />I Tim D k 7
<br />#AV,O, -72,0
<br />+.". -46.0
<br />la-4' OR tM
<br />3 T f2•...
<br />x AT a:
<br />6. A A la.-.
<br />• SCILiTD 1+1 1/4'0-20 I' SS " h W GNUT A' GROW t URILEN AN OF PAWL
<br />NN" ONLY FOR PANEISC1')& Q INSTALLATIONS AS PER SECTANS I THOU 7. ON SHEETS 4 h 51
<br />MA4mw A.3.O,
<br />ITFSRR4
<br />ft4M(�,)
<br />MARMu6i : $•,4D41$
<br />3Q:(IBi> �` APPLICABLE a
<br />�OF
<br />1 MARA" PANEL
<br />` LEN6nt i° irf.)
<br />CROP;
<br />Ci TAP-OR;F
<br />C%%-BV
<br />W1W8MA1E £6aLLE 4
<br />P`v#%AATE RUB
<br />TO= ,I.
<br />L.�
<br />TO C04R iE
<br />'TO
<br />a
<br />t0 CON" E
<br />To
<br />TD towfle':
<br />TOCONCRETE
<br />elm -
<br />6'
<br />HJA
<br />N{a
<br />N/A
<br />b`
<br />N/A
<br />r
<br />VA
<br />6'
<br />NIA
<br />1 (Von
<br />R
<br />5'
<br />N/A
<br />N/A
<br />A-
<br />r
<br />D•
<br />R/A
<br />N/A
<br />W.
<br />6'
<br />N/A
<br />6"
<br />WA
<br />6`
<br />N/A
<br />2 r )...
<br />4'
<br />t MIA
<br />X/A
<br />N/A
<br />h'
<br />NJA
<br />'U"
<br />NJA
<br />!r
<br />N/A
<br />a (aOTyTki)
<br />+M.% -724
<br />61
<br />4/4
<br />WA
<br />N/A
<br />`•...
<br />6"
<br />N A
<br />/
<br />6"
<br />N/A
<br />3 h 4 (TOP)
<br />7e-5" 08 LESS
<br />OR USES
<br />6*
<br />S'
<br />NJA
<br />NIA
<br />a'
<br />61
<br />IF
<br />E'
<br />B:
<br />E'
<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 />7
<br />D'
<br />S'
<br />k/A
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<br />@°
<br />B`
<br />6'
<br />or
<br />D'
<br />NJA.
<br />N/A
<br />TZ 1/2`
<br />6..TJA•
<br />17 F/2"
<br />6 1/!`
<br />$ fJ1•
<br />O1/4'
<br />6 1/t'
<br />s 1/4'
<br />5 (TOP/&YtTdt)
<br />SEE SNS AN 10 k N1 e'aR N Hm PYRE k SPA" FOR owhimm .00 MOEO ER4A€ MNdD510.
<br />OSNAIUM AtkHDR SAtGR1a5 AM"MNMUM On GFEGACE ARE N OCA11V ON iW6 y�g'w*r. Faft ED. LWB
<br />THAN NLOCAIEO.ON SCHEDULE RtIM ANCHOR WAEHW Br MULTIPLYND T FACAG SHGTM ON SCHEDULE DY
<br />Hie FGLDWMC-f'ACTORB, MR THIS OPDUTCH TO DE PDSS*Z QED PRONG GROPMED WIND FACTEC
<br />34ALL NDf BE LESS THAN "PAIN SPACING ft"IED FOR EMM ANCHOR TYPE AT AW:HICAS LCGFNO.
<br />74RAlOR tM46
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<br />34
<br />1 ,35
<br />I/4`t-L.D.. 5/D` TfMIQ WASS a(xawa W/ �S��
<br />N P LAM EQH REQUIDAR PANELS
<br />i 1`I &
<br />t/ 2exa' s.5- 14s. r e o' A#• D 1d AN N as still
<br />LDwn* MPTD B' oc.
<br />FDR Yr3iLlsHs 7tr a' -!I' Max. D+Fs4-iy.
<br />. PAMEI.M, F€. ig OR PANESMATE PU% r
<br />'
<br />a wa
<br />O{ T2 1 " D. C• + 1 Tf2° Mb4 1LENDINS
<br />•• -,- to taro m roll Au. Luwtes w L IKAOER
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<br />ALLLOIGIH4 UPmg-11• Ww.
<br />_ REOU�NEa
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<br />ALTER�TLY.N
<br />CONWTIM ANCHOR
<br />LSL _f NfA
<br />L TIDNS
<br />I
<br />NOTE SHUTTE3I TRACKS NOT SMM FOR CLAIM
<br />SLUE 3/aef'-..
<br />SCALE 3(A-,
<br />µMANFNFN3NRA
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WII`I4 A:S.O. DESIGN LOADS'.".'�F
<br />.
<br />.,EN,SF
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8'
<br />/` 3 :
<br />FLORIDA BUILDING CODE High Velocity Hurricane Pons)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION:. WOOD MEMBERS TO BE SOUTHERN
<br />� -�j - '. �
<br />Nd.
<br />'x= IE1Eco, me
<br />20 GAGE GALVANIZED
<br />F.P.
<br />'at:
<br />PINE NO: 2, W! SPECIFIC DENSITY OF G,55 DR E7UAL
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<br />STEEL SHORN PANELGUAM
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<br />aixtTE.
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<br />4,� (} '.,
<br />THLR TESFiWe h - COWANY
<br />,eaD S.W. $1 41p€E7
<br />DINE. FL =IA
<br />...
<br />TOP @BOTTOM MO AY TOS : CAN BE
<br />COMBINED N4 ANY WAY TO -.SUIT ANY
<br />y YA` •..: _
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<br />:
<br />20-T76
<br />tfauwla r®::
<br />INSTALLATION.
<br />I/NfN "0410-N,_E. JOATE
<br />CA'mOBT B
<br />AR{.r Mr+i--
<br />eM.., PP®M, aRa
<br />-•
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<br />1 . _ rSi 11 2W.R z
<br />'STUDS 0 Et
<br />[t12441
<br />2 1J 0.
<br />G HOLD Pr
<br />Gjw M% CASE
<br />MSe, cash
<br />MAIUMM AS&
<br />1NA'APPLICABLE
<br />CF LAP -GP#
<br />c LI
<br />PAYLWTE FfMM9 O
<br />PNiUMGE PLUS -
<br />TO
<br />DESIGN.YIN
<br />PRESSURE
<br />M fCONCRETE
<br />To
<br />GLGCR
<br />m LDWTO
<br />�I TYDCHcoNowrl
<br />;D
<br />CtfNGEIE
<br />Blopt
<br />LAG ET€
<br />BLOCK
<br />TO
<br />eLDOH -
<br />APCDONa % $
<br />CQI ytFlWt
<br />OF TtTFM
<br />Y,Vrc1W .FAMES...
<br />SPAT N 17 Qq
<br />S"
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<br />Nr' A N :A
<br />a'
<br />N A
<br />/
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<br />N ! A
<br />$'
<br />AL
<br />N A
<br />NI
<br />1 6: 2
<br />9_..
<br />7"
<br />9" 9'
<br />B"
<br />9'
<br />B`.....
<br />S`
<br />9"
<br />9"
<br />; 1 (BOTTOM)
<br />5-0' OR S:S;
<br />6'
<br />N/A
<br />N/A. N/A
<br />8`
<br />N/A
<br />$'
<br />N/A
<br />8°
<br />N/A
<br />1 R 2 (TOP)
<br />`U'
<br />v 6'
<br />9,
<br />7 1/2'
<br />o'
<br />9"
<br />9°
<br />V
<br />1 (BO7tow)
<br />5'-0` TO T':$"
<br />+550 '-72.0
<br />8"...
<br />NJ`R
<br />/ h A
<br />N/A N!
<br />6`
<br />NIA
<br />/
<br />$" :
<br />NIA
<br />/
<br />6'
<br />N A
<br />!
<br />i 'k 2 )
<br />7'-5" TO E"-$',..
<br />B`
<br />4`
<br />9" a"
<br />9."
<br />$"
<br />6'
<br />$"
<br />6'
<br />B'
<br />: 1 (BOn'OM}'
<br />LMKWLTMAS.O.
<br />DESCH
<br />PRESSURE
<br />R"Im, '. A
<br />' I r YA.
<br />(5'TiN SrTF FR3M TOP �4RaI}
<br />CAM t " 0 3" w Of
<br />I 1� NMLFi
<br />P TG:"
<br />APPLICABLE
<br />� 4
<br />C TMBIIN TLC.
<br />-.
<br />MWGMUM PANEL
<br />LENGTH 'L' (it,)
<br />T
<br />A - IN
<br />TO
<br />I'2E
<br />+49.2 -81Z
<br />3* g^'
<br />4 1/2" 4 1/2-
<br />2-(SOTTOM)
<br />7'-6' OR LESS:
<br />+52.8
<br />3` 3"
<br />a A.
<br />2 (BOTTOM)
<br />7"-6' OR LESiS.
<br />+550 -72.0
<br />2 lir, 7 2 t!2'
<br />4' 3 I/2'
<br />2 (BOTTOM)
<br />7-8' OR LESS
<br />+55.0 -72,0
<br />2 1/2" 2 1/2"
<br />1 NfA N/A
<br />2-($07TOM)
<br />7"-6, t0 B'-0'
<br />+550 -72,0
<br />N/A N/A
<br />2 (BOTTOM) '
<br />7'-6' TO 8'-$°`
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />Ila
<br />A B e'
<br />A. A L L' a• . A 6 , .: x L
<br />- , -u•, a .i -s 4:a �_
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<br />EO, LCSS'IHAN BNGM.ATEO ON SIGHM E REDUCE ANCHOR SPM3tC Rr PULIw1YIMM SPACAM
<br />SHOWN Oti VCITEDULL BY THE FOLLOWGia FAOTLxCS. fGT 71i3 OPEi#ADaN Tm PGSM&,:..
<br />RE".JUEEP VA. &.8y " 1aalG fAtt ISCI4rlt NOT NE L65 THNi MKtANfN 9PACAC
<br />MGCATEO FOR LAW ANCHOR TYPE AT ANCHORS WGINF.
<br />*low TM
<br />tJ4'I
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<br />i/04
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<br />3
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<br />3
<br />4
<br />3
<br />3
<br />3
<br />0'. MANE (.4
<br />3
<br />1
<br />3 ,/a
<br />3 112
<br />ACRYL BA,
<br />RIc1oR
<br />_ s T
<br />IRO
<br />-
<br />fDp
<br />Hurricane
<br />(VALID ONLY FOR PANELS (Dx
<br />AS PER SMOG T THRU 10. ON SHEETS 4. 5 k 61
<br />MMAXIMUM.�.
<br />- MAXIMUM ANCHORS SPACING Fes! SIG, r 3 t /2'
<br />AS.D UESNIN
<br />TAPLYkI
<br />�
<br />Ct, TAP"GRIP
<br />C"411
<br />PANEL1AAiE FEMALE ft)
<br />PANETAMIE. PLUSPLu4
<br />,«...•--•,-
<br />r�^�' SOLID SET
<br />APPLIC"Al To
<br />Stctos d h
<br />KwMUN PANEL
<br />PRESSURE
<br />WING
<br />COCRETE
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<br />CONCRETE
<br />at=
<br />TO CONCRETE
<br />To
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<br />BLOCK
<br />F3 CONCRETE
<br />TO
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<br />BLOCK
<br />TO CONCRETE
<br />TO
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<br />tO CONCRETE
<br />.---+
<br />TO
<br />CONCRETE
<br />at=
<br />TO CONCRETE
<br />FO
<br />CONCRETE
<br />L (LOCK
<br />ANY ODNBiRom
<br />OF THEM
<br />LENGTH 1' (n )
<br />6'
<br />N/A
<br />N/A
<br />NfA.-
<br />6`
<br />N/A.
<br />$'
<br />NfA
<br />6'
<br />j N/A
<br />N/A
<br />-
<br />N/A
<br />I (TOP)
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />6-
<br />O"
<br />8'
<br />�B«..:..
<br />B
<br />�6` •-u
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />L N/A
<br />8`
<br />N/A
<br />a'
<br />N/A
<br />8'
<br />N/A
<br />NIA
<br />N/A
<br />W 2 (TOP)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />5`
<br />N/A
<br />5"
<br />N/A
<br />5"
<br />�
<br />N/A
<br />M/A.
<br />R!A
<br />2 (BOTTOM)
<br />55.5,. -72.0
<br />. 6
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6"
<br />N/A
<br />6"
<br />IA
<br />N/A
<br />N/A
<br />S ft 4 (TOP)
<br />P7'-5" TO B`-B°OR .
<br />LESS
<br />6'
<br />} 4'
<br />N/A
<br />N/A
<br />a'
<br />8"
<br />6'
<br />6'
<br />B'
<br />6"
<br />NN/A
<br />�N/A
<br />3 (BOTTOM)
<br />6
<br />N/A
<br />N/A
<br />N/A
<br />e'
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />It.
<br />A.
<br />N/A
<br />NIA
<br />S'
<br />6"
<br />6`
<br />6`
<br />A.
<br />D.
<br />N/A
<br />N/A
<br />+ 4 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2'
<br />5 1/4'
<br />12 1/2'
<br />6 1/4'
<br />6 1/4"
<br />6 1/4'.
<br />8 1/4'
<br />6 1/4`
<br />N/A
<br />N/A
<br />5 (FOP/BOTTOM)
<br />500 - 53.3
<br />• ,
<br />NA
<br />1.
<br />NA
<br />/
<br />1 T 2'
<br />2 /
<br />6 1 4'
<br />/
<br />T2 2`
<br />/
<br />6 1 4'
<br />/
<br />8 3 4'
<br />/
<br />8 Ile
<br />/
<br />6 1 4'
<br />/
<br />6 4'
<br />I /
<br />N I A
<br />I N A
<br />/
<br />6 OP TTOAi
<br />(T /BO )
<br />B'« ' T st'- *�
<br />8 q 2
<br />+55.0, -72.0
<br />N/A
<br />N/A
<br />6 7/4-
<br />I N/A
<br />6 1%4'
<br />N/A
<br />6 Ile
<br />6 1/4,
<br />6 1/4-
<br />6 t f4
<br />NIA
<br />N/A
<br />5 {Top/BOTTOM}
<br />111-B' TO I1,-2":.
<br />N/A
<br />N/A
<br />N/A
<br />( N/A
<br />N/A
<br />N/A
<br />N/A
<br />NfA
<br />6 1/4'
<br />6 1/4*
<br />a 1/4'
<br />6 1/4"
<br />B. M. 10 (TOP)
<br />4314 -400
<br />6"
<br />4'
<br />NJA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />9`
<br />6'
<br />6 1/4-
<br />6 1/4'
<br />6 (BOTTOM}
<br />OR LES.i
<br />6"
<br />4'
<br />N/A
<br />NfA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />$"
<br />6'
<br />6 1/4"
<br />a 1/4`
<br />a (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 />M/A.
<br />- N/A
<br />6 i/46
<br />If4"
<br />6 t/4"
<br />61f4`
<br />t0{BOiTCM)
<br />SEE SHEETS 1-0i1 AND 12 FOR ANCHORS reM h SPACING FOR ENVALIATLONS IWO WOW fRMAE GALOI RIL
<br />wwwvM ALGA SPACINGS Mo M"MUM EDGE WSTANCC ME WDICATED ON VAS SCHEDUm FOR Co. LOS
<br />THAN INDR4ATt0 ON SCHEDULE REDUCE. ANCHOR 5PADPPKss 8Y MULTW+LnNG 'SPACING SNGMN ON SCNEOULE eV
<br />THE FOLLOWING FACTORS, FOR THMS OPERATIC9 TO RE fOBSLeLf. REDUCED SPAM 1NNE 08D MSB(O 'AMR
<br />9-ALL NOT BE LESS IRON MAINIUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND.
<br />AW" TOW
<br />_ Ile.
<br />OACGN EF TNP-TAP
<br />A/49
<br />Ile.
<br />1/4-A
<br />1/4.
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<br />$WJR-6[T
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<br />3 3
<br />5-112
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<br />K7tY1 LG 010E[ 06DF4',$1
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<br />,33 -
<br />35
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<br />2.1/Z"
<br />3• _.•-.._
<br />l.m
<br />"+.oO
<br />1.11E
<br />.at
<br />INSTALLATION DETAILS FOR REGULAR PANELS(!
<br />INTQ 015IING WOOD STRUCTURES
<br />f, t
<br />- - 14- P it-T -P P U ,O PRaB.M9E LUS k O PANftMATi PLUS O IFNE)dNTE L 5
<br />-
<br />l I., -
<br />. 6 1/40.C- W 1 7 9' O C- 8 ? T Ol. W $
<br />II1fR£AotnF471E'iRION TO THREADED PfETi7A7pFT0.
<br />rl i I EnNG Wool) HEADER WOODFADf4 EYYTN.WqOG HEADER
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<br />♦
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<br />I# I H[ADER W'DDD EMIR
<br />WOOD 14:
<br />d
<br />n, 1' ASn. f i
<br />REOUe
<br />t i REaUIRED` ,`� RED
<br />i r $ 2jp
<br />! I 1 SEE SCHEDULE:, SRF
<br />BEE 'Aim , ON *+fE titt&OULE ON
<br />§HY2t D SF,EEt' 0 TtRLT a
<br />,
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<br />m GAIN. m Gtwas. ra aAss.
<br />_
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<br />' x. PANCLFNGTH Ir rA"•.. �NoLPARCL LENCTI
<br />& TE t)(SEE NTE T) Ms (SFK(SEE NOTE 1)I
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<br />t i G i v .•e LAC SCREWS
<br />h:. `' -, I`'• @ B' O.C. W/1 1/2'
<br />x`s4' WOOD PLACE' ( J ; S :, :-.. I'. 'T4-10 PAHELNATE PLUS 2'M4' W000. PLATE -.,I `, tf .._ 2'Y4' WOOD PUCE 4W.. T1WE 0P
<br />_ PENEYR4T1 A
<br />REsvIREO REOiAREO . t SEt,YLIFtE6
<br />` f' MGAWOTN DP PLANE
<br />'I' '
<br />.`Pf KNIT�1d
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<br />WD WIDTH I LAG SCRM
<br />.'$` '# S il#D j i
<br />57iQ NJ
<br />AT MfDWOTH OF $-LATE
<br />BONE 3/8.t- qw- -
<br />SCdI.E 3/8.1*. SCAR 3/0-1'
<br />1, INSTALLATIONS FOR ALTERNATIVES OW, 9W & TOW ONLY VALID FOR 1IIINgNrf
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