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<br />secret A 9)
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR Low"
<br />�a0011 ]IM A�6
<br />.
<br />r SPLIT PANELS W.
<br />�Qe9a
<br />-
<br />S: 2• ,.- --®. • I1,1 ,v :`r"eDi,on LC
<br />e AIAN
<br />Irr.L.. eIALOi01 • MY'
<br />- '• Mw_ E.D. rM�m•'EeLOGO• POUF OaltnNIO/`• I ..L �.
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<br />SOME 1/1 • 1" 4H
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<br />CANCAN
<br />S =. a" ow Two fla0 • - - - T - -
<br />I
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<br />JA/'N"aOt
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<br />N '�:1lTl f -(TTILTi
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<br />III IBM III a 121
<br />-� Mina, 1PANI • (eFI IR4l1aM
<br />NNE x . M YI- D l IeaTiv i ear, ) ' S - ®/x• it j
<br />IB' 1
<br />I�E� �VL�A�N�NOP{Ny7 SECTION Y-Y � �
<br />�'E SPLIT STORM PANEL ELEVATION
<br />SCALE 1/4 -1 DETAIL
<br />2 SOME 1/4"-1• SCALE
<br />1/B••t•
<br />mCC O YiXG1Y-i
<br />w m•'ralle1iYao
<br />1EUL1I0AI SC14FDULF
<br />A 9)
<br />Me.. ALIGN
<br />REQUIRED MI
<br />SPAN (FL) '
<br />TUBE MULUON -
<br />4 4'-r
<br />2' . 3' . 1/e'
<br />> 4'-e• TO V-S'
<br />3' . 4• . 1/e'
<br />Y . S• . ,/r.
<br />> S'-w TO e'-10'
<br />> e•-Ir To a-0'
<br />2'. r . I/B•
<br />•• my aREATrEo
<br />SECnoN t
<br />SCALE 3/8-1-
<br />NOTE: MULLION CAN ALSO E IM IIWID W/a STORM PANELS ON TOP
<br />OR BOTTOM SO TINT IT IS LOCAIID AT TOP OR BOTTOM OFOPIDOW-
<br />(ONE PANEL OPENING W/ TUE TOP ! BOTTOM)
<br />IKJILD-<W MOUNTING
<br />INSTALLATION - ALTERNATIVE t W
<br />SCALE: 1/4• - 1•
<br />0 �� � © ELaI� •BaEi4Lb�l
<br />3-
<br />W I
<br />1
<br />1 � i t�•Ieb`I r
<br />�.a�LAx ) ■■■ Lela '
<br />1WALL momnoc
<br />IWALLATICN - ALTERNATIVE 3W
<br />f SOLE: 1/4• - I•
<br />r �
<br />r
<br />oY� am,••
<br />ieYi�m ,eoro,
<br />a, s NAR
<br />RISTALu TIVE 2W
<br />sr e. I/4• . r
<br />NOTES
<br />1. INSTALLATIONS ARE ONLY VALiO FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-6'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL,
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />TOP k BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CONCRETE ANCHM
<br />(SEC 8L> QRIR14)
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE .)
<br />SHEET ON \
<br />POURED comcwC
<br />1
<br />.:1-SEE
<br />I
<br />=.Cx t
<br />reQ SCHEDULE
<br />T
<br />SHOi
<br />I
<br />SHEET[y=,�
<br />RLTIO'
<br />[may,
<br />I�
<br />/O-N,y/ A I > CLASS
<br />A Mn R EMT, g
<br />wID�MR �1�WF
<br />SIM a /x ,n' O.C.
<br />sno • tx t/I' ac
<br />r
<br />IOhET. t/14)
<br />YALTN9E
<br />9pET1 S,r I9t (CASE 1
<br />TO i t o.c. 3' Ma. (CASEBWI
<br />t 41Nt• "LQI.F
<br />l 1/x' ouc N
<br />(SEE S _
<br />1
<br />I
<br />�P•
<br />ly (SEE GET. 2/14
<br />..,
<br />J
<br />'OR 2.114
<br />#
<br />°LOCKREDIAREDr
<br />r
<br />I
<br />I
<br />I
<br />or-
<br />A aAa y
<br />Kee. 11
<br />1 .a.en
<br />i .Nm-
<br />CEILING t FLOOR MOUNTING WALL t FLOOR MOtRli1NG
<br />INSTALLATION - ALTERNATIVE 4W INSTALLATIONS - ALTERNATIVE SW
<br />(sEcnON AT TOP IS UNITED TO +55.5-67.0 MAX. SCAE: 1/4• - 1'
<br />A.S.O. DESIGN PRESSURE RATING)
<br />St•AF. 1/4• - 1'
<br />BAIT • L> ,oTP"m i T
<br />i
<br />i
<br />• T-L � rlNaRs emL
<br />_._ 'XIf.YN ee0•'""eOYIeO Ile,
<br />FLIM MOUNTING
<br />INSTALLATION - SECTION 4AW
<br />SCALE: 1/4" - I-
<br />FLORIDA BUILDING CODE (Mich V•Ioc tv Nurr)eam Zone)
<br />POP CONCRETE ANCHORS, SE SC MULE ON INEV 14;
<br />NOR ROOD SCREW` SEE SECTION ON SHEET ,S
<br />w
<br />Mn
<br />1< LarAr,oN
<br />/15
<br />ALTERNATE LOCATION
<br />�n +i ON LIFE SAFETY PANEL L
<br />AREA REEL M PANELS W/ OAR _-- .- � PANEL
<br />_JM NOTE ,FLOW)
<br />L W/O EG" TRACKS (SEE NOTE 1
<br />CONCRETE ANCHORS �' ., .;'%�. %.,, BELOW) • LAST PANEL , TO E INSTALLED AS
<br />CONE SCHEDULE OR % �{ ` SfDwO�E ppRN I FOR SAFETY PANEL OPENING SFWLL
<br />" REAR
<br />eN,a, ,.) ppOTtO l JSTORM
<br />IAVJM NR. Comm)YS IN
<br />OnONro ATEALLEIFO aR IO•RE . W
<br />STRUCTURE
<br />�;1.) -ED ELEVATION ED FROM INSIDE
<br />OF
<br />WALL MOUNTING INSTALLATION BALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32'-1"
<br />SECTION t SCALE: 3/6' - I• - SECTION-2 SCALE1 3/e' - 1' -q.. Mm GAP ®®GA ) • Re
<br />, -- .l_
<br />NOTES ON FE SAFETY STORM PANEI SYSTEM INSTAL I ATbON
<br />1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL)
<br />OR AS AN FNT Y40R PANEL. (ANY PANEL LOCATION N BETWEEN END PANELS). a AlINTERIORN,PAElS.
<br />LIFE SAFETY PANELS MAY OR MAY NOT E INSTALLED A&MICENT TO REGULAR PANELS AT
<br />(W/ OR W/o REGULAR TRACKS.) SEE NOTE 1)
<br />?. CAFE SAFETY PANEL CONSISTS of 0.0.39' GALVANIZED STEEL STORM PANEL AS SECTION B-B
<br />PER COWON�, SHEET 2 OF DRAWING. SCALE
<br />TA3/32'-1•
<br />RS PANEL ITSELF TO E REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />J. UFE SAFETY P EOURES 10P TRACK TO E COEPONEM m k BOTTOM TRACK TO
<br />BE MCP00MNPIX0lf ®f As PER SHEET 2 of THIS DRAWING. AS 4Y(�...:•••
<br />2�OF1 TN6 sMEETY /5E ELLD TA�As 1�! FLOOR
<br />,FOLLOWING SECTIONS , k �3Q�.; JOENSf'•.;�
<br />4. .fin. L04CTH FOR CONPONEM®S IS". t = 4.
<br />FLORIDA BUILDING CODE (Mih VelocityHurricane Zone
<br />Max. ANCHOR SPACING FOR COMPONENT ®ANCNroRACE At BOTTOM S GIVEN ON * .• �• * .cam £ oxmD nTma. ILc 20 GAGE GALVANIZED STEEL STORM PANEL CARFP
<br />S. er:
<br />SCHEDULES k 2. SHEET 14. S
<br />COMPONENT MAY E PERMANENT OR REMOVABLE
<br />S. SEE DETAILS FOR WAUATION MM WOOD FRAME BUILDINGS ON SHEET 15.-�•':'Y�'• ORS' : -� y I L E C O INC. GLOBAL PRO CT1ON1 PRODUCTS. I.I.C.
<br />�'•..
<br />B. SEE SMELT 4 FOR DETAIL APPLICABLE TO THE 11ECE5511Y FOR THE INSTALLATION OF F ? "•'�'��.. • ANY OVAL Y_ ]n,4
<br />'" SS STREET
<br />ON A� te. a w w 1- s NWi" n nw NIOIE: (934)tee-7w. Fe, (a.)Nr-BTn 20-176
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. A''NNN MII AAM ` ""' o'e1 e1CA-B A"I'A ^'•'D'
<br />PL Xk/SOMnmAm G-000n I -
<br />YYtTQ A . 1 Jr.. RE W ,>-,A
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />(MNIF) ONLY FOR ! e1BTAlUTIDN S AS PER SEC11OM5 t TINU 10. ON SHEETS 4, S k e)
<br />MAXIMUM A.S.D.
<br />- BOLTED R/ 1/{•Fx0.1• SA rs • WMff AOVUNAP A MOLONTI T O PAIR
<br />DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING
<br />MAXIMUM
<br />ANCHOR
<br />SPACING
<br />REGULAR
<br />INTO CONCRETE STRU��RESCONCR��CQ�R�BL�K STRU�URES
<br />(VALD ONLY FOR PNoisQk @ INSTNLAKONS As PER sECTIONs I THRU 7, ON SHEER 4 k 5)TO
<br />TO TO To
<br />1N11
<br />A: To((¢✓
<br />�.Pp�1rLF
<br />s�.•'��CENSF'
<br />•'�
<br />FLORIDA BUILDING CODE h VelocityMu
<br />come Zone
<br />e
<br />_ No. 4167 :
<br />.um 1knoa, r1a
<br />20 GAGE GALVANIZED STEEL STORM PANEL.
<br />01"n BY,,
<br />einnD].
<br />IL
<br />ECOIN�. GLOBAL PROTECTION PRODUCTS. U.C.
<br />Gn
<br />'` (-SS •� G=`c7/VV'•
<br />lY. t
<br />Mir
<br />r N►,Y" a.mL R - PHONE (W) 7a4RD. FARR: iRB•RR- m
<br />r.
<br />20- T 76
<br />{.p
<br />A'"'•FNI 1. YM/YOMTUR/GTE
<br />: a e em.wl..
<br />, fN9 an -,at
<br />CA-Oeun -. Y
<br />••'�" N•'
<br />IeLOO A eI I i.. P.C. -
<br />NOT { OF Be
<br />"Oe.N AS:O.
<br />ESOI
<br />RATNc Pi.
<br />al
<br />11{.. IENCiN
<br />L R.
<br />faEE
<br />TO MAW �
<br />�
<br />y!(�D,�( m
<br />MAIM nIF
<br />« rra
<br />+Sa3. -72A
<br />7'-S' d1 lLTS
<br />2 1/{'
<br />UNBOLTED
<br />, TIRI1 S ! 7
<br />.as.a -7x.0
<br />>r-s• ro r-a• Nl.t
<br />x ]/4'
<br />IAreaTm
<br />, IH.0 s r 7
<br />+RA. -TL.O
<br />>r-r ro ,I'-Y Mat
<br />3 1/2'
<br />' •0.� A, I�QOIN
<br />e
<br />•432, -KO
<br />Ix'-4• dl MESS
<br />] 1/2'
<br />0. 9 ! f0
<br />NIAYWAIM AS.O.
<br />GC54)M
<br />IaN.)
<br />A'A1MN ANCHORS BnTCe'9 FOR E0. - a 1n' -
<br />APPLICABLE ro
<br />S[CT1016 / !
<br />ANY COMBINATION
<br />1NAIOItN PANEL
<br />IDIf.'IM t• (n.)
<br />TAPCdI
<br />« TAP -GRIP
<br />cleft-N
<br />IANElA"R IG.Mt O
<br />PANIpWR RUB
<br />ro co1IORT[
<br />eDNR]ETE
<br />ILOLX
<br />ro Nx1,NN]NCTc
<br />NXINaETE
<br />NOCAt
<br />ro aGNVE,E
<br />CONCRETE
<br />BLOCK
<br />m CaHGEt[
<br />cOxaEn
<br />BLOCK
<br />m aoNCR['N[
<br />Oa'¢[1E
<br />BLDOT
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />e'
<br />N/A
<br />AyA
<br />•'
<br />RN,
<br />, (70P)
<br />I
<br />e'
<br />S•
<br />N/A
<br />N/A
<br />e•
<br />r
<br />•-
<br />•'
<br />•'
<br />•'
<br />1 (eITTTOM)
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />e'
<br />N/A
<br />e•
<br />N/A
<br />e'
<br />N/A
<br />x �P)
<br />I•
<br />TVA
<br />N/A
<br />N/A
<br />e•
<br />NIA
<br />S•
<br />M/A
<br />a•
<br />N/A
<br />x (BOTTOM)
<br />+Sa.S. -720
<br />e•
<br />M/A
<br />N/A
<br />N/A
<br />e'
<br />N/A
<br />e'
<br />N/A
<br />{'
<br />N/A
<br />] ! 4 (TOP)
<br />r-S' OR <ZE
<br />On Las
<br />r
<br />S'
<br />N/A
<br />N/A
<br />] (BOTTOM)
<br />N/AN/A/Ae'N/AM/Ae•MIA7(�S'N/A/Are'e'9'{!7(BOTpO
<br />M`1*A
<br />N/A
<br />17 ,/i•
<br />0
<br />,x ,/x'
<br />a ,/•'
<br />a 1/••
<br />a 1/4'
<br />a ,/•'
<br />a ,/{'
<br />S (70P/BOKO1)
<br />SEE BIQ7S 10 ! 1, FOR AIION,011/ TYPE ! 41AC1T10 idl /eTNUlOt6 INTO .ODD FRAR 91ROela
<br />MMeNY A1rAIOR SMCeDS MD 1e.N11A1 mo[ NSfN'CE ARE NDeY1RO ON 1„B eo'm1AE FOR Lb. LESS
<br />TNMI' eNR•ATED w SOmIAt REDUCE Al.alN, lPRC91p Br MLL71RYN0 SPACIO LDRIN ON sotmulE er
<br />M FOLLORC FACTORS FOR 1H{ 01EMT,OM m E Pose,eLE RETIIIGm EPAcaD OBTAINED Le,rD FACTOR
<br />SNNl .10T R LESS 1H"M NINeNN SI'ACNO lNaMl[D FOR (AON Alpq KR At NCHIaIS L[GDO.
<br />ANoeR TIDE
<br />_ ,i.•.
<br />,/i•.
<br />,/r.
<br />,/r.
<br />R'�114L
<br />,/r.
<br />ouuw
<br />v4�•
<br />nD-ar
<br />r. AYaee enas (N
<br />]
<br />]
<br />a
<br />]
<br />, ,n
<br />]
<br />eeeal.v e..w OU
<br />]
<br />>
<br />Ron am m tee mRA
<br />NNm
<br />,/4• LO.. s/e• LOMG BRASS •181WC W/
<br />i/4'e-1WQ' S.S. M!. • e +/4' aG FOR
<br />PANEL Leans, UP TO S'-0• AND a 1/4' O.0
<br />FOR UTAIOnS IP m r-r "a. OR/1•-,0
<br />�.. i
<br />(
<br />PANIMMATE FOWL D OR PAAMMIt PLUS •
<br />12 1/]' 0. C ITTH 1 1/Y NRn. THREADED
<br />-
<br />h
<br />PeRTRILTON ro HEADER FOIL ALL U DIONS M
<br />r-r NN.
<br />I
<br />1
<br />1
<br />I
<br />1
<br />1
<br />1
<br />1
<br />iL
<br />I
<br />i
<br />1 9
<br />I
<br />I
<br />S0 SO�ut
<br />1
<br />1
<br />1
<br />I j
<br />I i
<br />ON SHEET e
<br />1
<br />MR W.
<br />..
<br />TO CLASS.
<br />m GASS.
<br />1
<br />I
<br />I
<br />EDi
<br />Co
<br />1
<br />I
<br />1
<br />I
<br />-
<br />1/e' I.D. a S/r LOAD BRASS BUSHING
<br />W/ tp'e-mX• as. Ms. • e 1/4• 01
<br />FOR PI/EL UNTINS LP TO S'-r AND e
<br />,/4' ox FOR U DCTIS Lr ro S•-44 Ma
<br />rN FLAW
<br />{mU.O
<br />DR /14-10 NIGLMR "A" D OR
<br />PAMMAKIE PLUS • +2 1/Y D. a TWIN I
<br />l
<br />,/x• 1W THREADED PD<TRRION A
<br />IADR D « [LOOTING ROOD PLATE FOR
<br />ALL LNGTH$ LP ro r-r IAw
<br />SIAL1A710N
<br />hjq
<br />SCALE 3/e-1•
<br />INSTALLATION DETAILS FOR REGULAR PANELS do 1�%4
<br />INTO EXISTING WOOD STRUCTURES
<br />ilj I '
<br />1: Tm'61snA RDO•c D�KAOR' 0.0 ■ � 4
<br />1 1 Eal-
<br />Ea} ED i
<br />! I I
<br />RED ,'M•�' � � i .Dm NDIDaI
<br />I _ ( A[aINWD I��
<br />ALTERNATNE 1 W ALTERNATIVE 2W
<br />soiE 3/e-1• SOME 3/e-1•
<br />1
<br />RE so[Dut oN NPir s 1
<br />'- roNl ro � � i ¢"SrypB
<br />I � � t ,/x• 0.c. r
<br />I EOM__ EO ').
<br />i I EOM- OP
<br />I _ ED
<br />' L'B�in Rx°']inJ••wsxi I ,D1100B,IPm �
<br />4 Ny,t Y.0 NDi • r o.�
<br />ALTERNATTVE 3W ALTERNATIVE 4W
<br />x RAn a tDemN v SCALE 3/B-t' SUITE ]/e.,'
<br />Ico,+..ED
<br />nNK uNl ur lu4!TAIN Awvu NOTE :SINKER 171ACIR NOT SHOWN FOR
<br />xOIEII:
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-9'
<br />2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR FOWL.
<br />NOTE FOR COMBINATION OF SEL'TIOFIS.
<br />TOP k 807TOM MOUNTINGS CAN �
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />STUDS
<br />O EVER,'
<br />OVERLAP
<br />(12 7/2' O.C.)
<br />TO HOLD PANEL
<br />SEE INTERIOR PANEL. - END PANEL
<br />OR SDCMU 1,
<br />sEE
<br />ANCHOR ANCHOR
<br />OR DIRECT MOUNT SPACING SPACING
<br />INSTALLATION
<br />=i=iii■L�■■G■■DI■�!1■■■\■■■�
<br />DETAILMAXIMUM • .11.
<br />• N
<br />A.S.D. DESIGN AND
<br />INSTALLATIONS N.1• CONCRETE CONCRETE SCHEDULE
<br />• STRUCTURES
<br />�/ •MILL,• :!11 •�
<br />ALTERNATE
<br />SEE
<br />r
<br />Hurricane III
<br />III loll
<br />1
<br />� 8
<br />AT END AANEL S
<br />sTLAn •EVER'/
<br />OVERLAP
<br />TO HOLD P
<br />S/B• AerL
<br />(CASE Q-
<br />3' W. (CASE 9)
<br />- -
<br />MAIOIeN ASa
<br />OE501
<br />RAlN6..E.L
<br />MSE
<br />TAPCON
<br />« aP-aIW'
<br />Gu�N
<br />rAerAs Nowt o
<br />wNMrNE ws
<br />APaND,aE ro
<br />IICTOMS / !
<br />WHY NX) �T,a1
<br />N41wUM PANEL
<br />LENOTH ,.• (A)
<br />ro
<br />�
<br />To
<br />��,
<br />TO
<br />CONCRETE
<br />BLOCK
<br />TO
<br />CONCRETE
<br />70
<br />Bt
<br />m
<br />CONCRETE
<br />m
<br />TO
<br />CONCRETE
<br />Bt
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />B•
<br />N/A
<br />8'
<br />N/A
<br />B"
<br />N/A
<br />, ! 2 (TOP)
<br />95.0. -720
<br />9'
<br />9'
<br />9'
<br />R'
<br />9'
<br />9'
<br />e'
<br />, (BOTTOM)
<br />S'-0' OR 1F55
<br />+SOLO -7I.0
<br />B'
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />B•
<br />N/A
<br />B•
<br />N/A
<br />1 k 2 (TOP)
<br />5'-0' TO 7'-6'
<br />9'
<br />S'
<br />B'
<br />B'
<br />9'
<br />7 1/2•
<br />9'
<br />9'
<br />9'
<br />9'
<br />, (BOTTOM)
<br />a•
<br />N/A
<br />N/A
<br />N/A
<br />e"
<br />N/A
<br />B•
<br />N/A
<br />e•
<br />N/A
<br />1 k z (TOP)
<br />B'
<br />4'
<br />S'
<br />B'
<br />S'
<br />B'
<br />B•
<br />e•
<br />B'
<br />e'
<br />1 (BOTTOM)
<br />YAOWY ASa
<br />DFSDN
<br />PRESSURE
<br />RATeNG .tl
<br />I (Silo • 6/r 1e,. FROM 10. O Mr4<)
<br />GBE 1 (SRO • Y r Lew A «I,IrAt)
<br />APPLICABLE TO
<br />SECTIONS / k
<br />COMBIFNTIO
<br />OF THEM
<br />MA70MUM PANEL
<br />IENGT/l 1' (H.)
<br />TAPCOH -
<br />-
<br />+49.2 -e,s
<br />p 3-
<br />4 1/2• 41/2'
<br />z ((iOTTON)
<br />r-e• OR LESS
<br />+52.e -eB.D
<br />3' 3•
<br />f• 4•
<br />2 (eoTroN)
<br />r-a• OR LESS
<br />+SOLO -72.0
<br />2 1/2• 2 1/2'
<br />4' 3 7/2'
<br />2 (BOTTOM)
<br />7'-e' OR LESS
<br />+SOLO -72p
<br />2 1/2' 2 1/2'
<br />N/A N/A
<br />2 (eOT,OM)
<br />7'-6' TO
<br />+SOLO -72.0
<br />N/A NIA
<br />3' I 3•
<br />2 (BOTTOM)
<br />7'-6'-e'
<br />WWM A9D OORI
<br />III[RUN ,wee
<br />rwJ
<br />Wa MAEI MMOIM
<br />1' (1L)
<br />ra SK,NaO)
<br />IIIYA /
<br />m PAB
<br />MIN
<br />WIIDIIIbI
<br />.ma. -rJn
<br />r-r
<br />: ]/.•
<br />,.Palm
<br />ffi eRi 13 FOR ANCHORS TYPE A 9PACe10 FOR INSTALLATIONS Nro ■000 FRAME BUILDING.
<br />MN9Iw ANCIIOR ®ACIDS AND 1ANNw EDGE osrANce ARE NNONGICO ON MIS 9OROAE. FOR
<br />CD. lES4 THANIIOIFJ,Im ON eINmUE ROIICL 19'LTO1 EMJC n MLTPLY/C SPAOC
<br />SHOWN ON SC,m1At BY THE iOLL01N0 FACTORS. fl)R TINS OPERATION TO ro E PONE,
<br />INmIR'(D SPACING OBTAINED LAC iAf1011 BIY41 NOT E LESS 71VN Ie1YN �ACIIG
<br />MDICAIm FOR FILM ANCHOR TYPE A AIIDIOIe LEOCIO.
<br />1/4.
<br />1/{'a
<br />1/4'
<br />AOO 77R
<br />Q?,`�cerosF '✓9
<br />No. 44167
<br />BUILDING CODE
<br />ED
<br />OR
<br />WOMONEADER SCWEDLKZ
<br />REQUIRED
<br />Cn
<br />#
<br />Ea
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING (c.a.f.) AND CORRESPONDING MAXIMUM
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n & 6Ai INSTALLATIONS
<br />INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID OA.Y FOR PANELS tOk @ INLSTALLAiIONs As PER SECT
<br />ANCHOR
<br />MAIOrRI
<br />MAIeeY ANIOOIQ S►AEFO FOR ED. - 3 1/Y ••
<br />'Sol OESMY/
<br />TNCOII
<br />«TAP-qP
<br />GAA-N
<br />PAfELMNE 173W4F D
<br />,>N6]M1E PWS
<br />90LA 9CT
<br />CIE m
<br />SECTIONS / !
<br />MAOIRY PANEL
<br />PESSIIn
<br />��
<br />ro wIDETe
<br />ro
<br />eoua[rt
<br />BLOCK
<br />ro CONCRETE
<br />ro
<br />CONCRETE
<br />BLOCK
<br />ro CONCRETE
<br />ro
<br />CONCRETE
<br />BLOCx
<br />ro NXXRXEI[
<br />TO
<br />aOrAEi[
<br />BLOCK
<br />ro CONCRETE
<br />ro
<br />torla[TE
<br />9ADCK
<br />ro CONCAflE
<br />ro
<br />NXNICRRE
<br />aLOtK
<br />AN,' taN9RunoN
<br />« THEM
<br />lfN4TN 1' (n.)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />B"
<br />N/A
<br />6"
<br />N/A
<br />B•
<br />N/A
<br />N/A
<br />N/A
<br />, (TOP)
<br />e•
<br />4'
<br />N/A
<br />N/A
<br />S.
<br />8•
<br />B"
<br />N/A
<br />N/A
<br />T (BOTTO/)
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />B•
<br />N/A
<br />e'
<br />N/A
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />B"
<br />N/A
<br />N/A
<br />N/A
<br />B•
<br />N/A
<br />5'
<br />N/A
<br />S•
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55.5, -73.0
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />B•
<br />N/A
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />] ! { (TOP)
<br />>7-S• TO e•-e•
<br />� '�
<br />e'
<br />4'
<br />N/A
<br />N/A
<br />8"
<br />B"
<br />e•
<br />S.
<br />8'
<br />e'
<br />N/A
<br />N/A
<br />J (BOTTOM)
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6"
<br />N/A
<br />8•
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />8"
<br />f'
<br />N/A
<br />N/A
<br />e'
<br />8'
<br />B'
<br />8'
<br />B'
<br />a•
<br />N/A
<br />N/A
<br />4 k 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2'
<br />B 1/4'
<br />12 1/2"
<br />B 1/4•
<br />6 1/4'
<br />6 1/4•
<br />a 1/4'
<br />B I/4•
<br />N/A
<br />N/A
<br />5 (TOP/BOTOM)
<br />SOLO. -S3.S
<br />N/A
<br />N/A
<br />12 1/Y
<br />a 1/{'
<br />,2 1/2•
<br />8 1/f'
<br />a ,/4'
<br />6 1/4'
<br />6 1/4'
<br />8 1/4'
<br />N/A
<br />N/A
<br />8 (TOP/BOTTOM)
<br />e'-e' TO 11'-2•
<br />55.0, -72.0
<br />N/A
<br />N/A
<br />a i/f'
<br />N/A
<br />6 1/{•
<br />N/A
<br />6 1/f'
<br />6 1/f'
<br />8 1/4'
<br />B 1/{•
<br />N/A
<br />N/A
<br />8 (TOP/BOT70M)
<br />'-e• 70 11'-2•
<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 />a 1/4'
<br />6 1/{'
<br />B 1/4•
<br />e. 9, 7D (TOP)
<br />4SA _b0
<br />e"
<br />4•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />6'
<br />B ,/4'
<br />B (BOTTOM)
<br />pl LE.55
<br />B•
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />6'
<br />L61
<br />6 1/4•
<br />9 (BOTTOM)
<br />11'-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 />8 ,/4"
<br />8 1/4'
<br />a 1/{"
<br />ID (BOTTOM)
<br />SCE e,NEt,b ,
<br />„Ale ,: FOIL ANON016 TYPE ! erRcrw FOR DISTILLATIONS erto RoaO FRAME elkaee.
<br />MM9MR1 ANCHOR SPACeDS AND IINSIIIIY EDGE OSIADE ARE NOrAIID ON THIS EC1401Xt. FOR ED. LESS
<br />7NAM NCIF/,/,IED ON SCiROIAE FOIE ANCHOR SPACING K YULIPLYMD SPACING elIO91N ON 9ONmVLE BY
<br />111E FOIORNC iIO7DR1. FOR 7H9 OPERATION ro R POSBIBI.E REDUCED SPACING OBTAINED LAD FACTOR
<br />SiMll NOT R LIES T1.W IeIeIMIM SPACING NOGIEp FOR EACH ANCHOR TYPE AI ANp10114 LEGEND.
<br />nPLOM « iM-OE R•�• ��• aMK-11 NeLID-ee
<br />Nw wD,IOe 9FRCeD p,W ] ] ] a : +n ]
<br />na.aal oNw BALD Pa a ] a +n ] ,n ]
<br />AG71l BL��FC� FA�C70R
<br />e +n.
<br />r
<br />Q�
<br />Q�
<br />Q�
<br />Q�
<br />L
<br />U
<br />C
<br />INSTALLATION DETAILS FOR REGULAR PANELS n &
<br />INTO EXISTING WOOD STRUCTURES
<br />14-10 PANELAMTE PLUSPANFLLMIE
<br />�,. //1L-10 PANEILMTE RlR
<br />-� a 1 4• D.C. w/ , 7/e• � ' i' ' '�_i e , {• D.a W/ 1 7/e' - �. '-i e , 4• o.c W/ , 7/e'
<br />{ AOETRATION ro PELN[TMt10N ro wRE000��pcn , l i EwstING WOOD Hrl m ro Ensnw woad �� I Exarwc w000 HEADED /
<br />,
<br />L u+�auo• •_.nos, s+uo e �
<br />YI000 LEADER WOOD HEADER Y
<br />REOUIRE� REQUIRED
<br />iRE mmlRt ON � sLt saRaAc OR � Rc w[aAE aN = '�
<br />1 �' e � FOR
<br />IBL."�sEiAINTIaI
<br />�]EP:IMTON
<br />rTP IM Q "�
<br />ro aua
<br />PANEL � 1 f
<br />;SEE NOTE ,) ��r�N(sEr RarE 1) • aaN'woeAr--�sEE' r�ioTE I�j 1
<br />]nx• RPD MLR- � ]n2• „RA NN � � �-- � a/ar RING
<br />SOR 5Ot «'01i'
<br />« i• « i' � MAX
<br />M M �•
<br />` L-J - - T ',, �' I�J , _ 7/e'PJ/A• � � _- _. 1}~"!. % v� rj "'/ V.) . F.:
<br />WC NUT FN9Q � `3 U U
<br />W,e
<br />ED. '. '\ r �' DDw S,ID • I E0. ... - H • tT 1/r O.C. E0, "/'aG n
<br />I > CS
<br />:>
<br />2'./' WOOD RATE ` l fI4-10 PANFUNIE PLUS 3•N' W000 PyATE 2'N' WOOR_PN_
<br />EGImIED - _ a O.C. W/ , 7/B• EOUIIED REQUIRED - PENETRATION At y
<br />ilee0A0ED PETETMTeN e I MDIIeIN « PLATE _ _ r•
<br />Me SIGN OF PUl[ 1/4
<br />LAG SCREWS e -
<br />LI• D.C. su0ERE0 w/
<br />141
<br />7/PENE7MiO"IOH
<br />i AT McWeM OF PLATE -"',•--..' '
<br />SCALE 3/8-1* SCALE ]/B-t'
<br />/. INSTALLATIONS FOR ALTERNATIVES BW, 9W k LOW ONLY VALID FOR NIHIIIINNIW/
<br />PANEL'S LENGTH
<br />�A.S�OroDESIGN 4I.AADS UP TO +43.8. -40.0 P.I.I. AND
<br />p; TIC(/l✓4
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN y�tf�P. ••' DENS • �
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOl1AL. � FLORIDA BUILDING CODE (Mich Veloeihr Hurricane Zone)
<br />TOP k 80TiDM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY 10 SUIT ANY
<br />INSTALLATION.
<br />INSTALLATION DETAILS
<br />FOR OPTION
<br />
|