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WWWWO
<br />,. a . .
<br />T TRW AOAA -71) WALL AND FLOOR MOUNTING INSTALLATION FOR � � :��,
<br />YIE�. °".___ SPLIT PANELS
<br />I•- - r- alp
<br />NTAY Al _ �.,.,.,,�.x - '• Ira-r .. _... `
<br />NNCRN \ I. 4ArA :'Lne. I.. 1 • - AN. �. + T i i • 1 T, 'T_•-"TT� 1
<br />e::� T I W . « (n"o�N►:'�Rv, c-\ IT. R"`•,a inmr) �7
<br />yr
<br />tat, 4r rAwPUT
<br />rc00rArn o I -«a' _«'• Mr aJ c< Wy,n �4
<br />ED
<br />BfA4:fl 1 4 + r•
<br />NOX
<br />,2114 ITS^; r
<br />I!
<br />�r'aRpT IWaI M",ft,IM
<br />!AJ 1L0 M4
<br />I
<br />r 61CIrAL :. M L
<br />SCALE 1/4•-T•
<br />Dow w
<br />4n mMEBO�°,a )
<br />LIULLION et'kmLE
<br />%- I `ter = "`�ApaMa .NOHOW
<br />r Y 1 TARTA A, ry
<br />� I._ 1 I IOaMPi'niE1011 `NKNYMr TI..M
<br />s L
<br />■ iomiesllosu°Aiii
<br />•1I.•n ,>•nr�n�"ern�r •Arne ,wnr v
<br />� e1Rr , ��-_-�, MAAAr. • AQ JaOMt MM N.. NPQa .:
<br />Como" 0
<br />muspum
<br />San
<br />=M�u-
<br />-_ 2
<br />APw AT,W1
<br />I401!-» N]a/
<br />3 IRE for • ,OTHM
<br />1
<br />1/!'« - - :q' 1' a. . +ra ruuMN wr • t0 MwtaN
<br />... 1
<br />SECTHN Y-Y JpM SPLff STORY -EA ELEVATION
<br />SCALE 1/4''5f78E ''a // •.,"
<br />MALL MULLION
<br />SPAN (Fr )
<br />REOURM Mh.
<br />TUNE MULLION -
<br />4 'e-8,
<br />2' . ]' . ,/r
<br />To e'-I V
<br />2*. 6' . 1/1r.
<br />4' 1 M
<br />ar-lo•ror-r
<br />2'.0'.,/r
<br />• IA TO +a6.DF011 �-°i2A ,4.e PRL7RIIIE RATIMc
<br />SECTION i0''L P
<br />SOLE 3/9-1-
<br />WE, YppUttMILIM CNN ALNO ME ISrAILED W/O srOTN PANELS ON TOP
<br />(CHIT P'iAREt S0OR4O'" I'w Tq w% 1L ei T'EDOP i soOROQ BOTTOM or aPEwLO.
<br />INSTALLATM
<br />BEiTLE: 1/1' . T'
<br />A • ► 4Baa
<br />i,�I4NT�NIBa1 __ -
<br />MRa4 r r ea
<br />.Oa" N' NNNIA
<br />.+i.'•^$'�rS'�r'a
<br />YISTLLIAIM - ALTEINATIVE !IV
<br />Aa m_er...
<br />WN"�AN"` a wA M'"�"""
<br />SWAUAT�ION �AL1� TIVE 21N
<br />SCALE• 1/4• N I•
<br />ILDIEl:
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O DESIGN LOADS
<br />UP TO +55.5, _72.0 Pat. AND PANEL'S LENGTH UP TO a' -a'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOIAU
<br />TOP R BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />ILw�__ �OO!�NN•r..
<br />j mma ! FLOOR Mo1kim WALL R nLODR kmwmG
<br />INSTALLATN3N - ALTEM/ATM Aw INSTALLATIONS - VIERNATRFE sw
<br />(SECnoW AT TOP Is LIMITED To +56.5-67.0 NUT. SALE: 1/4' - I•
<br />A.S.O. OESWN PRESSURE RATING)
<br />scut t/4• . r
<br />ar RWHr
<br />mr ! ,i ,Ir ne � •J
<br />111 N � D.M
<br />/ » IMAM MILm"
<br />1•e.•bI IN ONO. Nor
<br />-
<br />nim MOILNTM
<br />INSTALLATION - SECTION 4AW
<br />PEAL 1/4• - 1'
<br />MAXIMUM A.S.Q. DESIGN PRESSURE RATING .s.f.) AND CORRE3PONDING
<br />MAXIMUM PANE(, LENGTH "L" SCHEDULE
<br />M1:10
<br />(>fI1 C 01O N
<br />-?b
<br />.2a.
<br />r" � 11071
<br />.67A, -n.0
<br />Y-!' all LW
<br />2 t/4'
<br />wem=
<br />, INIU 0 a 7
<br />.U.S. -72.0
<br />.7'-a' To r-r Ma.
<br />2 ile
<br />UNSOLIM
<br />I TIrM S a I
<br />.DOA. -TILD
<br />1•'-r ro 11'-7' ,REAM.
<br />2 t/2•
<br />' ILIA
<br />a
<br />4.2J. -4e-0
<br />1t'-1' C1 ll7a
<br />a in'
<br />' A ME7N
<br />e, a a 1°
<br />IOLIID N/ ,p1-Me as. Ms a NOWNT A OMaM a MO D,CN or Raw -
<br />MALE ONLY FOR PAMELSMA 8N3 INSTALLATIONS AS PER 9tenma t TIRU 7. ON 2w nc A a el
<br />MkOW AS.a.
<br />DSIM
<br />PaFsawE
<br />Ira (P4 H.)
<br />NMNNM ACHM WPCM nft Eo. - 3 llr
<br />KRN,S / 4
<br />NC WIaJ.
<br />C IN.
<br />I NVdaw PANEL
<br />1D101N v (a.)
<br />TWO"
<br />CF T11P-AMA
<br />QNx-M
<br />PNOJMR .GILL O
<br />PMRJNAR 0.Ua
<br />,O mIHCHRR
<br />-T6•�_
<br />CaMdR RYE
<br />10 OaW1E/E
<br />-15
<br />Ox. SIaRR
<br />10 CON°K7!
<br />m OC!![l[
<br />OONMEIE
<br />m COMCRR
<br />t>
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />4'
<br />W'4
<br />r
<br />A/A
<br />S
<br />N/A
<br />(1aP)
<br />e' _
<br />N/A
<br />WA
<br />e•
<br />r
<br />••
<br />r-
<br />4/4
<br />N/A
<br />NIA
<br />6•
<br />N/A
<br />6•
<br />N/A
<br />.'
<br />N/.
<br />r
<br />OVA
<br />N/A
<br />WA
<br />r
<br />'WA
<br />e•
<br />N/A
<br />r
<br />WA
<br />2 (a000)
<br />.35s, -724
<br />r
<br />WA
<br />N/.
<br />WA
<br />!'
<br />`1.
<br />N/A
<br />!•
<br />N/A
<br />6•
<br />N/A
<br />-yI
<br />3 t I
<br />(TOP}
<br />r-r On LESS
<br />OR Miss
<br />_ r
<br />r
<br />wok
<br />WA
<br />-
<br />!'
<br />S'
<br />- --
<br />I•
<br />--
<br />6•
<br />'!
<br />3 foorrow)
<br />6•
<br />N/A
<br />WA
<br />WA
<br />e•
<br />NIA
<br />�'
<br />N/A
<br />r
<br />N/A
<br />-I
<br />7 (TOP) I
<br />r
<br />S
<br />WA
<br />WA
<br />r
<br />MIA
<br />MIA
<br />12 1/2•
<br />6 1/.•
<br />,2 1/2'
<br />f 1/••
<br />• '/4'
<br />6 1/•'
<br />• ,/.•
<br />6 1/4•
<br />5 (,M/WtTaO
<br />sa SPORTS To a 11 ran A1peH. rot . WvuM FOR 0400 Abod am TRm t1 w eMMer.
<br />YMMM ANCIR SNCN06 AND UNMAA Wat OVANU AN IMWAM ON "Ta SCaDILL MDR EA LS$
<br />THAN Pc"vo ON mmu am = ANONOR 04M IN MWRK1M1a VACOID SI/MH ON 5040 i R
<br />09 FOMDMM pr: I" on OPERA" TO t Folsom OCOL ED PrGMO Drum tarn FACTOR
<br />Do" NOT ME LEA IINN MWUN ENOID oc"Co No EACH wc$w rM AT ANCICAS UUND.
<br />MIMRR Tat
<br />I/4.
<br />__.
<br />t/41
<br />_
<br />1/2
<br />5
<br />1/4T.
<br />iaBigYt
<br />1/44
<br />._._,_._
<br />Ip1
<br />..__.
<br />was
<br />"TMP.•a
<br />aNA-N
<br />mAR
<br />falw NA sw loom
<br />NUNN
<br />yr
<br />i
<br />s
<br />,/4• Lb. . 6/r LOD WARS 61AINMG W/ INSTALLATION
<br />DETAILS FOR REGULAR PANELS
<br />n A
<br />PANEL LE CI S: TO S. • e ,AN a 1 FOR
<br />PANEL LOMane w m AND 6 1p• aG.
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />_r
<br />' FOR UNIF F w m N00 Ma ORANUAIN14-NG
<br />�! 17 0. C. wN 11 i am•
<br />TICI ro NFAOR MOPE ALL tD,aML w
<br />I Ma
<br />.1 '
<br />�.
<br />-a'
<br />/y�• � q�j•Ap�� r/
<br />O 1
<br />�' _ .. ..YJ 7/aiJ/� SPIN
<br />EC,
<br />II
<br />7M L
<br />Ir'
<br />I
<br />�•`
<br />R• Ma a r e
<br />E0�
<br />_ 1
<br />}1
<br />j
<br />I
<br />CO
<br />II
<br />E01
<br />�'
<br />Eat
<br />E --"*It
<br />01101; "Mock
<br />1
<br />!
<br />( -
<br />NONMI"
<br />AIOlYlNB
<br />8
<br />ALTERNATIVE S W
<br />1 1
<br />1
<br />I
<br />+
<br />![E Br/ImIAE GM S14a1 e 1
<br />F01 0 can "a'
<br />Opp
<br />r
<br />i
<br />• 1] , at
<br />E9+
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<br />I
<br />to
<br />I�
<br />801 1
<br />'
<br />F I
<br />M
<br />EO_
<br />tol - 1 EOM
<br />t/2'
<br />to '
<br />i.. .
<br />.._ .
<br />E0 1
<br />.7y
<br />L
<br />NAm MN
<br />RaaMTtD
<br />1/4• W.. !„' wNG .RAT{ I/IALI•q
<br />! V4•._ma• S.S. vs. • ! oa
<br />� aa3/;;•:,i�,
<br />.atf/
<br />NOA R,aE
<br />i Nausm
<br />FOR PACs tE w 0 m
<br />�! n NM ,
<br />MrH17 •T
<br />•-y 4) DNA,
<br />1/4• TLC, roR IDM1I" O ro 4'-e• 11P,
<br />U ToS.-#'
<br />I 1! OR PMVI 0 0 D p
<br />Y I !
<br />v
<br />To 1/$-
<br />1NW[1W1[ HREA • ,2 T/t• 0. G WIN 1
<br />ET*w
<br />nwcnm Prnt,MAOM A
<br />I---1/�/2.
<br />1r. 11111rI,MEpr °P2MTIMAg1
<br />ALTERMWE 4W
<br />,AOWIOEN OF DOPING tW)Go HATE FOR
<br />%� 2tiH• MUTE I :
<br />.4TORIA d RATE
<br />arAL[ ,•
<br />SCALE 3/6.1•
<br />ALJ Lora" w m a'-r MAN
<br />II,
<br />L A*MnaM -
<br />DIRECT
<br />TICKS NOT SHOWN MR CLAWN
<br />StJ4EL
<br />SCALE 3/8-1-
<br />"HUINANI/NNO
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +56.5, -720 PSi AND PANEL'S LENGTH UP TO B•-B'
<br />3'r' \i ,
<br />FLORIDA
<br />BUILDING CODE (High Veloci NMMDan$
<br />tan.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN
<br />' ND, t6 t*
<br />H"s0 'a'mD �
<br />20 CAGE GALVANIZED STEEL STORY PANEL
<br />Fv.
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF D.55 OR FOIIAL
<br />MON w
<br />N
<br />Nam FEW Y•YNMRNAINYL�E SFSn �
<br />* '' St .-- '�>
<br />I E O
<br />PROTECTKIN PRODUCTS. La
<br />0/nV2Na
<br />DATE -
<br />y''•. FL p10�-r
<br />�F
<br />\IRE ENc.
<br />Am It. 6, mm
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY 10 SUIT ANY
<br />••.,,, ,
<br />4y.F$�! A E
<br />A�L
<br />,,`•„� p+1N11�':,.r. NSA i'{>m Nt-,Mi
<br />m", ti Ssn.
<br />R,orB: fm.JAs-»y FN. O•.Mr-na
<br />-':.
<br />20-176
<br />INSTALLATION.
<br />wll
<br />N N1NM4 t RN/rWUM1C/LN7!
<br />CA-OOA671a
<br />sale A O,.
<br />•' • MM AN,
<br />ar ao !w
<br />(VALID ONLY FOR PANELS
<br />AS PER SEC11ONS i THOU 10. ON SHEETS 4. S a a)
<br />MURN ANCHM SPAOM FOR LO.. 3 1/r'• _
<br />-
<br />A;o Otil"
<br />TAPCON�-_
<br />•�_ or w-WP
<br />UiR-01
<br />PANUMAX FEMALE ID
<br />PANILMAX PLUS
<br />a" IV
<br />TO
<br />PttPPLlGBLfIla
<br />MAXIMUM PAREL
<br />PRESSURE
<br />M1
<br />-
<br />m CONCRETE
<br />TO
<br />OOIICII[TE
<br />ROCK
<br />To CONCRETE
<br />TO
<br />°OMCRCR
<br />ROC.
<br />-�
<br />To COICRR
<br />10
<br />CONCREtC
<br />BLOCK
<br />-
<br />TO CONCRETE
<br />TO
<br />00"CRER
<br />RAGA
<br />ro CodoREtE
<br />_ ro
<br />caNrn[1[
<br />ROCK
<br />TO OIMMORM
<br />TO
<br />CONCRETE
<br />wOCI
<br />ANT OowRM.TKIN
<br />or THEM
<br />L[IIWM V tn.)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />B.
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6•
<br />4•
<br />N/A
<br />N/A
<br />6'
<br />6•
<br />6•
<br />6'
<br />6•
<br />a'
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />a•
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />b•
<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 />N/A
<br />N/A
<br />2 (BOTTOM)
<br />95A -72.0
<br />8'
<br />N/A
<br />_ N/A
<br />/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />a'
<br />N/A
<br />6'
<br />N/A
<br />_ N/A
<br />N/A
<br />3 0 4 ('TOP)
<br />;,7-5" TO 6'-W
<br />OnLEN
<br />. 6•~
<br />A-..--.
<br />.. N/A
<br />N/A
<br />e'
<br />6'_._
<br />s'
<br />6'
<br />a'^
<br />6•�
<br />N/A -
<br />N/A
<br />a (BOTTO/1)
<br />r
<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 />7 (TOP)
<br />6•
<br />4•
<br />N/A
<br />N/A
<br />6'
<br />s•
<br />6•
<br />6'
<br />6•
<br />6'
<br />N/A
<br />N/A
<br />4 A 7 (BOTTOM)
<br />N/A
<br />N/A
<br />1 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 (TOP/BOTTOM)
<br />80.0. -53.3
<br />N/A
<br />N/A
<br />12 1/2•
<br />5 7/4•
<br />12 %/r
<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 />OW)
<br />IV-8- TO 11 -2-
<br />55A -72.0
<br />N/A
<br />N/A
<br />6 1/4•
<br />N/A
<br />5 1/4-
<br />N/A
<br />6 1/A'
<br />6 1/4'
<br />6 1/4`
<br />a I/4•
<br />N/A
<br />N/A
<br />0M)
<br />8'-a• TO 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 />6 1/4•
<br />6 1/4•
<br />6 1/0
<br />8 1/4'
<br />OP)
<br />I
<br />43.8, -450
<br />r
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />6•
<br />6 1/4-
<br />6 1/4-)'
<br />� ��
<br />A-
<br />N/A
<br />_ N/A
<br />h/A
<br />N/A
<br />No
<br />N/A
<br />6•
<br />6'
<br />6 1/4'
<br />6 1/r)
<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 />A 1/4'
<br />6 1/4'
<br />a 1/4•
<br />6 1/4•)
<br />SEE 940M 10. 11 AND 1t FOAL ANCHORS TYPL A SPACM FOR USIA ATOW NRO MOD FMAR KRAVIS.
<br />MN%W AHCWR SPAC.Me AND M OMUM QDK 061ANX ARE NONCOM ON TIM SCH•OLU MR CA LOS
<br />11M NOICARD ON SCHWAL 090M ANCHOR IPACM W J4LIALNNO SNCPIO SHOWN ON 3061IULi 0
<br />HIE FOLLDHM10 FACTORS, POW TOO OPERATION TO ME POSINLE. REDUCED SPAC/MG 01000 usNG •ACTH
<br />04ALL NOT K LM fKN MANAN V0004 NCCAIED FOR EARN M CNOB TYPE AT AMONM 40M
<br />/A•.
<br />1/FP
<br />1/4'F
<br />1/4.
<br />1/4'.
<br />Now ?ft
<br />urm
<br />_....
<br />OrW-W
<br />'P4 WAW
<br />QALN9tE
<br />._ ,.. _
<br />IIIK-a1
<br />.. _.___.__..
<br />oak-w
<br />it. Ala w !OLEO 00
<br />3
<br />3
<br />3
<br />3
<br />7 ,/t
<br />I
<br />M•L N.H Hs.r /r.QN
<br />3
<br />_! •-
<br />1 ,/a
<br />a ,/I
<br />A(Ww m am OWN"
<br />► AC
<br />7 0 A
<br />3•
<br />- Im _.
<br />.BYO.-_
<br />140
<br />a3
<br />-
<br />INSTALLATION DETAILS FOR REGULAR PANELSCID & (�
<br />INTO EXISTING WOOD STRUCTURES
<br />!1
<br />_
<br />-10 PANULMtt pLIJ; IMtO PA/1ClWtt PLUS ,I - D - D.C. /E 147/
<br />t K6 • 1
<br />11 6 1//A• O.C. r/ / 7/6• 1.1' • e 1/.• Oc. •/ i T/N• ' - • US
<br />e 1//4• EN RA , 7/9'
<br />r 1MrA11tD ow HETMM ro TMIFAD[D 000 H LAM TO WOOD THREAM O13R111ATIOM m
<br />CKSiN10 WORD NFADCII i Ea11T6N6 WO°O NEMER REOIN (` E)IlalaNO WOOD HIAOER
<br />` 1
<br />DOII sw • pan. aw ' I
<br />] • (. i, WIC MR ,� _ 7 I4n •
<br />• , ! ', DON ONTO e
<br />D yr oe 3• 4 ,p• ae
<br />WOW HEADER ' WOOD HFAKA 2• % M„
<br />l
<br />AEOUDIED-- er. . I REOUIIFO
<br />.O I M ,D4w141 ON
<br />... 1 TO j
<br />AW, PANEL. LEMM NA.. fw4 LEMOM - - ,; Aw. PANEL EENG"I
<br />t/41-1mN as (SFE HDTf ,) I/ Y aCH• to (str Now 1) I/.1N-]2n• ELL (Srr Mo7r 1)
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<br />("` 14) `°L "°°° IDRA as SECTION a"'""' " / 1 1 ! "DuTIo 8 1 1 1 CI ALTERNATE 8 1 INSTALLATION DETAILS OR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />(1'a fCNEIK ! O p�pL�yE, ALYMYS 11E PRONG° W/ REM HANDLE L"ANN ANCIDR VACONG me MPRNN COME Isswer Am NDrNm ON iNrS SIDMAE. FOR ! � Eo, ) E3)
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<br />9' S• r 6• 0' 1 1/2' I' r 0' r T (WITOW) '/4'. .1/45T_ _1/A•. I/P. 1pi I I
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<br />OIT 18 AN MTV" PANEL. (ANY PANEL LOCATION N BETWEEN END WWELS). t �A a,a11oR PALIi. q TCAwR LaCNtgN rN II '
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<br />APLTv DANEL CONSISTS OF 0.=' oALVAN12ED STIED. SI M PANEL AS SECTION-9-8 "M"L'"'otOal'� SECTIONS / a MA)OIIUM PANEL r Tm im - m - -� V -� 1/4,F-30 NILLLMTt FEMALE M oR ALTERNATIVE WOOD FRAME CONDITIONS � ANCHOR LOCATIONS
<br />PRDi91M( - COMBINATIO LENGTH Y• (R.) AINpM _ _ ._..... _. __ ._ - ..... 1'AI•LMR NUR • r oL. r , ,/r rw. SONS A/r - I•
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<br />+.9.i -61.5 �' GEN "1P WALL MOUNTING INSTALLATION "L Tt[[/
<br />J. LIFE SAF1E)Y REQUIRES TOP TRACK TO tN: COMPONENT Q) a BORON CRACK TO " A, TILE/ 452.8 -No 3- 3' 4' , 4' 2 (BDTrDMI r-6- OR LESS 3 •' • J '�-^ E........, r
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