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WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />Dar •actim %~ _ SPLIT PANELS �.: -°"." 40-M 6MAMA•oma3 a__-.__ -
<br />"^'•'. / \, 1/••1 � '... MO0wN A�1tr
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<br />; m d•lo• s.T11 1 1 4 • �' � • 1 1 � ..
<br />I DETAIL 1 I
<br />M I ST�LpAM • X M� wn j�� � '�i
<br />o I.,.. m A., M,ND i "Y , / --� MAfaN' dQ NIYIMf M' M. lY9 S
<br />/ t . , _ wY•w AYO, P1 N.D�pN4�-R 1� �Mp .. (_. ... � ... - _lIl `..
<br />tyL,�/ • w11Pir Hrpwlw ILIOrN
<br />low=" a Ta mitt • W
<br />,•Ow"PM°i'r�; i 1� W�i►P/�f'L�,�ys ,i�rMos� Y� �J *At- I*wltiRlAO r'! �r--r• �1� I. 7 .. ..,1 I I �:`�,
<br />w •M C' -'
<br />AM., ,NSU
<br />socn" 3 ° M \ 7 (TAP to • OMW 01 1/S•� 1• 1 WYIM !NI • MQ 1MLNM M
<br />i' 1! % 1 r��rcvs�A7a�Nf�FgON � p wu i_ !T R Y ENATN
<br />9C1LE t/, •,' QKA„k2 KALE , , •, i�"M•LeMA 9ULE ,/a .,
<br />I 1 1 NEANal..6
<br />77
<br />/ aM
<br />raMm oMMWn `. ! r/ 11L a te) MULLION SCHEDlu c
<br />M
<br />.-�-�IwRttMFMp N•as"ni � q
<br />ON • °E•t• -r rr. NVR
<br />N••-IrMbAE WMO
<br />M[ d yl
<br />Row.
<br />IN.. MILLION
<br />SPAM OTI •
<br />REOUWID Ytn.
<br />TUBE MULL"
<br />a FN
<br />�n �•
<br />•�1�'VCEN ''•:��
<br />+ ' N0.44187
<br />4 ••'r
<br />2'. 3'. I/r
<br />> 4•_6' To Y-r
<br />2*. 4'. ,/r
<br />> a•-e• 70 r-Err
<br />x' . 5'. I/'•.
<br />'.4' I
<br />> {•-10• ro e•-o•
<br />2'. r , ,/r
<br />r
<br />' to 70 .'J0.D� %.5-72.0 4f PMF30lA1E MTMNG
<br />6cuE a/B-,'
<br />AM MULL" • CAM ALSO BE SEALED W/O ST00M PAILS ON TOP
<br />OilBOTTOM SO THAT I, a LOCATED AT TOP OR wnm OF 0KNR4.
<br />LONE PAIL OKMM W/ TUBE TOP a 00110140
<br />INSTALLATION Dump FOR REGULAR PANELS 0 do dA
<br />INTO EXISTING WOOD STRUCTURES
<br />1
<br />INs•r 6A•I �•�eA
<br />' i - iP rl,rw• .•w ,oAn _ .' vV r
<br />4 ��//rI,•'i, N°i°'� irp aNaiw /,�/•3�yP�p11RNT{,R�• rNwer w _ •Y.>,,.r w3-n it 7, ti"r+ ie'be �iMM�°N°"
<br />�:,.:. - L MIN1,1N ,A,N MPMR. ,. I • - .1 q pNIIW MeeC rfMIN .. ..... °P•3 M I I AL1W Wlc MM P••r"Mu1
<br />1 r
<br />' Wwwi "R r
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<br />1 1M i' i '•%,3•t II, 1 � ''. I •F� 1 III q { •,/Y�' 0.G °1�N,MI - li i 1
<br />wsK 7
<br />lIALIL.IQWlAtlG ) �
<br />I t
<br />NISTALLTION - LLTERNATP/E sW
<br />' r: ,/•• - �' f,1• P M N' AG ry MAIM ��'••
<br />ILMM Y1r q •IY
<br />BJL aaN fbta,L �PIUN�PMMq
<br />hNWALEATION - ALTERNATPNR 1w
<br />WALL: 1/4' . 1-
<br />11 W s,YP• • r .A_
<br />A 11rIrrNO"�IO•F1MN0.
<br />MN•M s MI
<br />NSTAW TIVE 2)I(
<br />ISCALL. I/a• . r
<br />NMI
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 ps,I. AND PANEL'S LENGTH UP TO B'-B'.
<br />2. FOR NEW WOOD rRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.35 OR EOUAI_
<br />NOTE FOR OQMBMMTION OF SFC7IDNS:
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUR ANY
<br />INSTALLATION.
<br />CONOBlL ANOARO Cok,4 [ APIHI MM
<br />(sa SCHEMEMaT 14) (SEE !C 0♦11)�
<br />- TOLMEO CONCRETEMAIL J
<br />-- _ -- --
<br />my= 1iO11CPEtt 1. _ •• T ----- l 1
<br />PAaLwwD \ - I 'i
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<br />r1P RAT91 I rMe N1 P
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<br />s�[CR�i��j1! u'91aYIc7. W
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<br />J)
<br />apt SAUL
<br />ETL 5
<br />MraA
<br />I
<br />NP -
<br />C2LLAIIR t F7OOR YOIkRN1O WALL A FLOOR MOUNTWO
<br />INST I I AMN - ALTERNAME AW OffAEAATIONS AUZRdAnMSW
<br />(SECTION AT TOP 4 UMTTED TO +365-67.0 WAX. BCWC 1/4-. T-
<br />A.AO. DESIGN PRESSURE RATING)
<br />!GALL: ,/a• - t'
<br />7
<br />w""i• • ,i ,°gym )^'
<br />f 6 3,r s TAM
<br />a.A • w•Ie
<br />D-ows
<br />MN
<br />ELAOR MOUNTNO
<br />1NlrALLATIOM -SECTION uw
<br />BFJWL 1/4• - I•
<br />AOo CONOBTE AMGtlww: M fotmlAE ON OW 14:
<br />�•` Pa. Mom saa: 6¢ 5ECTIGM oI alien ,a 1, ! T
<br />W/1 S
<br />'A i
<br />Mw
<br />III
<br />V/15
<br />I I _
<br />ALTERNATE LOCATION
<br />p _E O( LIFO NOTE
<br />IB PANEL
<br />l-
<br />k __...__ � R[GI AR � w LOCATION SAFETY A L - J NOTE 1BELCw)
<br />t ,�. _..... _.. W/0 RlsutM 7RAON5 (SEE NOTE ,
<br />caMGIwT[ ANCwRa / 5; i; ;; BELOW) ' LAST MNL l0 BE INSTALLED AS
<br />W wE SOT" 51oIM ►NIL OPERAND LWL
<br />(M sc+wDLAE ON .• F6gD��y O1 yAB ALIMYS BE PRONOm r/ IRAR tW10ll
<br />RIMY 141 mom CO C"m-,, �: (M, CpNpOlpri) TO FACEOiE wsrALLAIIDI r N7pp[p
<br />STORM
<br />a"•I' IbMCRC1C APNO,WMI -,•'- TO I 0R WOOD" FROM NOW
<br />STRUCIVIRE
<br />"a � I.) ELEVATION
<br />WALL MOUNTING INSTALLATION WALL ANSCALE 3/32'-1•
<br />- SECTION 1 r ��"' t i� ,�-
<br />sCu.E: a/e• - r -SECTION 2 scNE: a/s' • 1' ,LEER,. oy, 1
<br />NDTII lYl l.f'E •AFT 1t_,S1E�LE-PANE; Mjj)1,gISLAt-AttON� 1.
<br />I. UrE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR ULS1 PANEL) - --
<br />OR AS AN INTERIOR PANEL (ANY PANEL. LOCATION N BETWEEN ENO PANELS). 1 �NM11N011 F"ML5 LU. LOCAIM
<br />UFE SAM PANELS MAY OR MAY NOT t1E NKTALLEO ADJACENT TO RECIVAR PANELS "� 1 ISA 11"
<br />w w
<br />MMIML_N.q.
<br />_ ter_ )•
<br />NF��N�M!/f•/M�
<br />■�BI�M�LI�M�M�MNWK�BI�
<br />B6M�W
<br />■
<br />■CAB
<br />rlp)orsw�/1BB)/r
<br />(1
<br />INNER
<br />r
<br />w-
<br />(/ oR /o REcIRAR TRApQr.)
<br />SAFETY
<br />2. LIFE Y �0R� PANEL CONSISTS OF 0.039' MWLIAZOD STEEL SIORM PANEL AS
<br />SECTION B-B
<br />PER EF:NEFR . SHEET 2 OF DRAWING
<br />WALE 3/32•.11
<br />Ties PANEL ALLOWS nSEUF TO BE RCMOYFD OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE_
<br />3. BE c AS PEER � 2OFOF THIIS TO OBEMWItX7lwwoNurt ®a BOTTOM TRACK To.0
<br />wwINHNIN/
<br />p: TIL(f j
<br />COLIPONptTBE INSTALLED WALL OR FLOOR MOUNTED FOI.IDWING SECTIONS I a
<br />V : • p,• '
<br />: oN TH5 ET, AS WELL AS OVAILS I a 2 ON SHEET I..
<br />pEN •.
<br />3�.••'�,Jn "C
<br />4. Asa LD6iTH FOR COMPONENT ®5 IV
<br />PAD.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM 5AE GN ON
<br />� Try• �
<br />vim t1lTMo,•
<br />SCHEDULES t L SHIEV 14.
<br />_
<br />COMPONENT MAY BE PERMANENT OR REMONABIL
<br />-
<br />�'
<br />5 SEE OVALS FOR INSTALLATION INTO w00o FRAME WI.DOCS ON SHIV 15,
<br />I. SEE SHEET A FOR DETAA APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF
<br />'P�F . Oj{1ii'
<br />DUES ONAL
<br />AN `0
<br />' ` E• C 0
<br />N.
<br />SPACERS AT TRACKS INSTALLED AM MENT AND BEYOND TO STUCCO/WOOD BANDS.
<br />�'wll RM
<br />PE a2Al/aN,wnPE/GArt
<br />w•,°.I�"'0�t
<br />CA-00o67N
<br />�i•LLioAA
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "Lot SCHEDULE
<br />AND OILY oaR wsoi'?I Aril YMIrAtLATnAR AR Pre a rta.w , TNw, I. OM NMTT1r . a . R1
<br />RIP"
<br />()ELT 11. )
<br />W OI/L1S
<br />cows M
<br />1 Na � OOIei601011
<br />•65A, -72p
<br />Y-r OP LESS
<br />2 ,/4•
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<br />I t16N 0 a 7
<br />.wA -11.0
<br />31'-a' TO r-r a-
<br />2 3/4'
<br />MIOOLIIO
<br />1 "ft 0 a 7
<br />♦seD. -72A
<br />>a'-r ro Tt'-2' Ya
<br />^2 1/2'
<br />• INK, M
<br />6
<br />+USA, -•ta
<br />12'-,• OR MESS
<br />a 1/2'
<br />• K 01FAl/A7 w
<br />A • t ,0
<br />• •a= r/ 1/41-200, Ox. YS a ""0 M NOW 6 N°UPOM a PNML
<br />IYALAO ONLY Ft* PINALSMA, GO IN67ALLAt10R AS PER IELTIOM I TWW 7. ON SMUTS A A It
<br />1tAKMN ASV
<br />0[SaM
<br />PRESSURE
<br />MTPo (0-0
<br />MgWN AAIOAIM WV4M IN EIL . 3 Ilr -
<br />APPLICABLE To
<br />.SM708 a a WA" PNQ
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<br />1R11601 APL`IAII SPNCRAf AM trN111R1 [OL swANL AL *"AM ON Ties !MOLLS. FOR EA. L&M
<br />1NNN tNBIO11E0 ON STSROA[ Rm110[ MOTOR 0-cm f/ MLLORTPw wmm omw ON BT
<br />116 "LD°w0 FACIMS FOR 1166 COVWMN 70 K PC$ ML AmUOCO SYNCING COW= tests FACTOR
<br />•ML NI" K In$ TOM MINIMUM W.CW 00r M IM EACH NCM "K A A1AHww USPA
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<br />1
<br />1/4- to.. 5/r tow BMf6 OUSHM
<br />I W/ 1/4-0-204- iLA NS • a 1/4' Olt
<br />FOR PM4 LDO M UP IV 5'-0- ND S
<br />I I v.• ac rG11 LtMOn6 uP ro s•-a• M".
<br />nA rw[ I OR 11-10 PLUS
<br />0 AR FGwE 0 OR
<br />PKO • ,] , 0. C. wlll, ,
<br />1r Dow AT
<br />ALL LOTH O to TO Mono - fDR
<br />ALL LEN6O11 is ro a'-r NAM.
<br />OA ::,AT1Gll
<br />SCALE 3/6-1•
<br />jNSTALL4T10N DETAILS FOR REGULAR PANELs(i)
<br />INTO EXISTING WOOD STRUCTURES
<br />& dA
<br />-. I;.
<br />//yy3a��ytR3rRNwq/O�
<br />I -A;oTM 1100D
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<br />3/8.i�l•.
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<br />ALTERNATIVE 4W
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<br />.nln LAnI un 161lT111 ATIAY
<br />NOTE : ONNRTER TRA0 0NOT
<br />LOU
<br />1910011 FOR CLARITY
<br />NDitffi
<br />I. INSTALLATIONS ARE ONLY VALID FOR BWhJXNGS WITH A.SZ.. DESIGN LOADS
<br />UP TO +56.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-B-
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF OAS OR EQUAL.
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />STUDS OVE
<br />RLAP
<br />T'D12N1p p •PA [L
<br />-Lig 1 10 1 101131)
<br />1/4'' SEE � SEE .MTERIDR PANp. END PANEL
<br />-f sCtIIOLRE /1
<br />®9CIEOLLE 01 L •.
<br />w /-._1'-� FOR MAM
<br />OR dRECT MOUNT SHA �
<br />DETAIL 1 WALE MOUNTING INSTALLATION (APPLE TO SCHEDULE 1
<br />6OML• 3//6• - t•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f) AND
<br />CORRESPONDING MAXIMUM ANCHOR VAUNG SCHEQUILIE AT(A)FOR
<br />INSTALLATIONS INTO CONCRETE & WNCRETE BLOCK STRUCTURES
<br />SGtlEJbILE !..:..i�1F!_YENL.. mctutrL LdtAN1YY6 TnP A BOftOY w/ ED_ . 3 ]/Z•
<br />1
<br />1
<br />8
<br />ALTERNATE 8
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<br />1
<br />A,�
<br />3,U06 • EVER'/
<br />OVERLAP17
<br />QQW 0. Cl)G)
<br />110L0 PA3EL
<br />5• MITT. (CASE A)
<br />iY
<br />'END
<br />{/qp�� (/q�y��-
<br />,/{• S[L Ilr BBE
<br />INTITIIOR PANEL PANEL
<br />sIM
<br />LING SPACING
<br />avACIIO sPAaNG
<br />DETAIL
<br />2 FLOOR MOUNTING INSTALLATION
<br />(APPUCABLE TO SQHEDU•ILE
<br />MAXIMUM
<br />SCALE: 3//4' - t'
<br />A.S.D. DESIGN PRESSURE RA1nNQ
<br />(p.m.f.) AND CORRIESPONDI
<br />MAXWUM
<br />�(('�� lyNLr
<br />PANEL LENGTH "L" SCHEDULE
<br />TO GerrnwA t a ] � n FOR 12j a}FFTv WNOMI
<br />PANL
<br />rNASD.
<br />WPM
<br />OF TAP-W
<br />ONR-w
<br />P.40M FEY E O
<br />IwMMwt NUSalm
<br />PKSS.AMNATWO t
<br />toE
<br />to
<br />wMMPBTt
<br />ToTOatcem
<br />To
<br />to
<br />Com
<br />To
<br />TO
<br />GaI ttE
<br />!Itclon 0i
<br />COMWAYM
<br />OF
<br />M.1WW PVA41
<br />OWN 'L• OU
<br />e'
<br />I N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6-
<br />M/A
<br />5•
<br />N/A
<br />1 A 2 )
<br />R55,0. -72.0
<br />9`
<br />7•
<br />IF-
<br />9'
<br />9-
<br />9-
<br />9'
<br />9'
<br />B'
<br />1`
<br />1 (BOTTOM)
<br />r-o* OR LEU
<br />rN/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />B'
<br />N/A
<br />I A 2 OOP)
<br />+55.0 -72.0
<br />9'
<br />S'
<br />9'
<br />B'
<br />9•
<br />7 1/2'
<br />It"9'
<br />9'
<br />9"
<br />1 (BOTTOM)
<br />+59,0 -72.0
<br />6`
<br />ry/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />1 a 7 (TOP)
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<br />lLT1G711 1' (IL)
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<br />.49.2 -613
<br />y 3'
<br />• T 2• 4 1 2'
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+52.0 -64.0
<br />3• 3'
<br />e - A.
<br />2 (OMTOY)
<br />7•-6. OR LESS
<br />+5&0 -72.0
<br />2 1/3' i 2 1/2•
<br />4• 3 1/2,
<br />2 (BOTTOM)
<br />r-e* OR LESS
<br />+55.0 -12.0
<br />2 1/2' 2 1/2•
<br />N/A N/A
<br />2 (BQIIDM)
<br />7•-6. 10 W-Cr
<br />+55.0 -72.0
<br />NIA NIA
<br />3' 3'
<br />2 (WTTOM)
<br />7'-0' To 6.-r
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<br />No. 44167
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<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
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<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />0•
<br />I N/A
<br />N/A
<br />N/A
<br />1 (lOP)
<br />6
<br />4'
<br />M/A
<br />N/A
<br />6' '
<br />0•
<br />6'
<br />6'
<br />S•
<br />0'
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />0-
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6•
<br />N/A
<br />e•
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />e'
<br />N/A
<br />N/A
<br />N/A -
<br />e'-
<br />N/A
<br />S•
<br />N/A
<br />e'-
<br />N/A
<br />M/A
<br />M/A
<br />2 (BOTTOM)
<br />t55-% -72.0
<br />6'
<br />WA
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />-N/A
<br />e•
<br />N/A
<br />N/A
<br />..-.N/A
<br />N/A -
<br />3 A 4 (TOP)
<br />>r-5• TO 6•-6•
<br />OR LE73
<br />6'
<br />4-
<br />N/A _
<br />N/A
<br />1.
<br />_ .-_-._
<br />._ r
<br />e'
<br />e'
<br />.0• -.
<br />N/A
<br />3 (BOTTOM)
<br />a•
<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 />M/A
<br />7 (lop)
<br />6•
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />s'
<br />e'
<br />6.
<br />6•
<br />6•
<br />N/A
<br />N/A
<br />4 At 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2•
<br />a 1/4•
<br />12 1/2'
<br />6 1/4'
<br />6 1/a•
<br />6 1/4•
<br />6 1/4'
<br />a 1 4
<br />N/A
<br />N/A
<br />5 (TOP/60TTOM)
<br />80.0, -53.3
<br />M/A
<br />N/A
<br />12 1/2-
<br />5 1/4•
<br />12 '/2•
<br />a 1/a•
<br />6 1/4-
<br />6 1/A'
<br />6 1/4•
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (TOP/BOITOM)
<br />'-A' TO 11'--2•
<br />55A. -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/a'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />e'-e• 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 />a I/4`
<br />6 1/a'
<br />6 1/4•
<br />6 1/4•
<br />6, 9. 10 (TOP)
<br />43-e. -a60
<br />6'
<br />a
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NN/A
<br />/A�_
<br />6-
<br />a 1/4'
<br />6 1//•
<br />6 (BOTTOM)
<br />12'-A• OR
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<br />a•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6 1/4'
<br />6 1/4•
<br />9 (BOTTOM)
<br />LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/a•
<br />6 1/4'
<br />6 1/4'
<br />0 1/4'
<br />10 (BOTTOM)
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