|
I .!.II `1. ., I.T II If11___ 1- -I11!_ !71!'!ill rl! 111.11 1 1! .' .lu III111 .III I LAW I I I I I I NIA V
<br />a SOLI. 1, a . .
<br />ND.1� WALL AND FLOOR MOUNTING INSTALLATION FOR'"�,'fi'S
<br />�,__ r _ -.-••_ _-- SPLIT PANELS moM1 •ems,•amAaDN_�
<br />Pa,A® � ) '1 C' 1. *�i mr •.A`.�o Toll � l 1 • Irn. Ter . 6erroN) _- . � . _. \ ® \Kip
<br />MAJIT_ J
<br />rA
<br />PUT.2
<br />1 --h EAO[ Of WALL. 1 `•' C '' ;uvr
<br />PLIED
<br />c }
<br />i
<br />IM
<br />Owdo E .Ic Na
<br />em OK .�:: n
<br />1lYY I
<br />1-_, • IN1r• - .NO. • °Omtf r. re rasp
<br />I Saar 41..-FIA W.
<br />- dl-Ir YAP .W Yl. - - _ _ _ -- -- at➢R a
<br />_ 1 111:
<br />ILA ���� T
<br />NO. i111L'�A f I. IY Omr PROI-r-M En.O I
<br />3 1 1
<br />o3ff ., v
<br />I ... II/ ,/•v
<br />MLaI )
<br />-� aw. I • M YL ' - - �� -'1� i � r IAAud aw • (u www Nap •.
<br />1 . 1� \ 1
<br />SECTM]N y_y �'•Mn WaD SPLIT STORMP�J%Lr ELEVATION
<br />n�•M ' Sf1LLI VA'-1• SCALE 1/6 .1
<br />OWN 01 BETAIL i
<br />1 ..1 an
<br />MULLIGN SALE
<br />I
<br />Ab.. IIIAUON
<br />RE'OUIRm W.
<br />1.• 1 [
<br />1 \ 1 IT OPaIpE AIAa10111
<br />SPAN (FL) '
<br />TUBE MULL M -
<br />0 .'-••
<br />7' . ]' . t/s•
<br />I cm IS,fRaL
<br />DEN •e11 a • •)
<br />j I 1 �Ay Nlla M/r-a• r nWl
<br />--mY11I O�OAM-nN
<br />NAMTO
<br />N/LAN
<br />Ie1 // �
<br />or � r;W/l
<br />> {•-/• To $'-W
<br />2• . °• . 1/9*
<br />�'SNIPR
<br />-- -
<br />3`:' VCEN
<br />5.
<br />x• . s . 1/e
<br />ACT
<br />>�°c�a " gym' LNa�iL[ °Rc" m
<br />NDTL MULLION CAN AM K POSTA= W/o room WPaS ON TOP
<br />0, BOTTOM SO THAT IT B LOCATO AT TOP O1 60r1PM or OPD".
<br />(ONE fAlel OPONINO W/ TUBE TOP a WIPON)
<br />. •-I L•,. I ILL .l
<br />L
<br />i•1 „m•iWI1°r°u1alw�w
<br />Mr.M ARM 1•IPm
<br />.. '/•'� •ipelrir.,,WiO,
<br />I "6i1.r .Om w•mA
<br />Im-
<br />i
<br />� YISTALIATION
<br />J�
<br />- ALTFRiIATiVE 3Ml
<br />SAIL- Ile - I•
<br />mZ Tu ,J�a.
<br />+Mr eas•ru
<br />j' 1J 1 ' •M•/Wrlm�ilN1 ®°OA,eema.
<br />I II �I'YwMr w Iw
<br />MISTLLLATICIN -• ALTERNATIVE 2W
<br />WAM. 1/4' - 1'
<br />MOTE&
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADS
<br />LIP TO +55.5. -72.0 p.s.t. AND PANEL'S LENGTH UP TO B'-B'.
<br />L FOR NEW WOOD FRAME CONSTRUCTION' WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO, 2. W/ SPECFIC DENSITY OF 015 OR EQUAL
<br />NOTE FOR COMe01Al1ONOF „SECTKINS.
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INS7ALIAT,ON.
<br />OONO M MCHM COMM" AMOCO
<br />_ FCLRED 00-CO iE _ \...
<br />o NED wacmTc
<br />[Du1E0
<br />CeAL
<br />I i
<br />!!-- Ls61a[,pfpylMTgN I Fg - I 6:
<br />IF°• Tb 'PIAWE ' a'KINDw� dnN 01 I TO °Ubf /1 Ear N
<br />sm
<br />i li I/Y D.c. Jab s1'OMCiID Ili 11T o.0 4
<br />i T/�• IAn 1 .1.,� L Y O/.- M!u (DR QI m
<br />(SIC[ OCI 1/N) I ro • r , C,c. NEI r M. (CAN 1) ro • 2 I/Y oq ��((
<br />N (ea OR. 2/1{)
<br />7DUNID 7-%
<br />m
<br />on
<br />aWJ 9 ,
<br />RLOL••D �%r I 'r I r
<br />I
<br />1lllil'ALu1N]N _ ALTffAATIVE AW DWALLATMINS _ ALTERMATM IRV
<br />(SECTION AT TOP IS UNITED TO +55.5-67.0 MAX. SOME: Ile . I'
<br />AS.D. DEMON PRESSURE RATING)
<br />AM°N i rf ,T N°
<br />FLOW knanwo
<br />.,NAD/YH�•m, N1I1/rm�
<br />INSTALLATION - ZEGTIOM "W
<br />SALE: Iµ' - I'
<br />FOR CONCRETE sm aw: WEE somm" ON sum
<br />O 14,
<br />F••r- CFWOOD sm"m EEE Sw ON aN awn I& T. A TW/15
<br />M.
<br />MH.
<br />�.>•�Mra
<br />F�IaIwDRa
<br />61St�1
<br />noon
<br />•gmfii�e1�unnummunMWM■
<br />■na(.MWwr
<br />I.MWIe
<br />,
<br />��'
<br />�FI
<br />�N
<br />E■■■■■■■)/A■/■R■■IRR■w■/■Nil
<br />• �.
<br />P
<br />® AnITON
<br />.V "°�'1.
<br />N/15
<br />it I -J ON urc SAFm PANEL �-
<br />j1_ AREA w/NO LPE 9AF[IY PArRIS LOCATION Of LICE (SEE NOTE IBELOW)
<br />SLEDPAWL
<br />(BEE NOTF000CAM miocRE 9: ;i''/.•,/.; •, r , suow) IT PANEL ro A RIST.C. AS
<br />Dair ECKKU oN i •... FLU)
<br />g�� AL "FM 6TDRM ►NITS aPENNC s1W1
<br />a en ,A POURED In"mmi- I % E d1�N) OPTION 1 FOR WEE S6
<br />_EETY STORM le Ar.' c0%PWuAnoNPrmr" E
<br />«•L 0 Common •FC Oq1" - OFF D. REMOVED iAOY NIRO[
<br />STRUCTURL
<br />IRE SM03PAS
<br />a1¢T p% �A LI•V3^P��FP�
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION suLE
<br />- SECTION I ScALe 3/5, - 1• -SECTION 2 SCALE: 3/s• - 1 .Im, WIP• (• I/. iw.�_
<br />NOTES ON LYE ..rFTT _N1_ • PANIC, SISTEu IMST ,AT,ON : NW r
<br />i. In SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LIST PANEL) 1 NATT ML- OR AS AN INTERIOR PANEL. (ANY PAIL LOCATION IN BETWEEN END PANELS). [EE M DO 1'MI¢f 'N
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED AD,NENT CTO REGULAR PANELS NNp1E1OX0A1)
<br />(W/ OR W/O RE01XM TRACKS.) t0 MOR 1)
<br />P. uR mAFETr PANEL CONSISTS OF MOW IMLVAWZED SEAL STORM PANEL AS SECTION B-B
<br />PER COMPONCNT�, SHUT 2 OF DRAWING. SCALE 3/32--1•
<br />TITS PANEL ITSELF TO BE REMOVED OR ,NSTALLTD FROM THE INSIDE OF
<br />STRUCTURE.
<br />J. LIFESAFETY PMQ : Y TO C°MUMPMNENT � a eOTTOW TRACK To
<br />MIIIIINNNPI
<br />CONN� V BE NIISTALL[D WAN, OR FLOOR MOUNTED FgL.lWNO SECTIONS T t
<br />2 ow 1. R. AS WELL AS DETAILS I a 2 ON SHEET 14.
<br />!1J"✓ �EN,SF'
<br />A. Wn. LENGTH FOR COMPONENT ® NS IV
<br />Max. ANCHOR VACIND FOR COMPONENT 0ANCHOWA AT BOTTOM IS GIVEN ON
<br />-
<br />SCHEDULES a x. SHELi t{.
<br />COMPONENT MAY W PERMANENT OR RDWOVMIL
<br />s #
<br />TEST;
<br />s SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15
<br />.q
<br />6 SEE SHEET A FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INVALUTDN OF
<br />FNN,JS ORAL
<br />SPACERS AT TRACKS INSTALLED ADJACDO AND DEYM TO STUCCO/WOO BANDS.
<br />N••M /IN1V•IE
<br />P
<br />MMIMUM A.S.D. DESIGN PRESSURE RATING (a.m.1.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH kL• SCHEDULE
<br />AYLD nio, sn. pwaIA-6 Lea wIPLl111bAIt Y M1 s- , - 10 - aarYa A .. .,
<br />° MiWo fP .+J
<br />�(mm3a1] CIIOItN
<br />Iw•.io dAO
<br />odlplgM
<br />i MO 1 Iliv!M�M�6171
<br />NOD, -72A
<br />r-Y O LOW
<br />1 1/4•
<br />4MNLTm
<br />I T RIJ 6 a 7
<br />.3&A -nA
<br />a1'-e Tp r-W M•a
<br />2 3/4-
<br />INBOLIED
<br />1 INU O a 7
<br />.NIA. -710
<br />sW-r TO W-2' Me.
<br />a ,/2•
<br />• •0 °a�IN
<br />•
<br />+.a.E -ILO
<br />12--e OR LESS
<br />] 1/I-
<br />• ' !M
<br />6, O a ,a
<br />• 0OL= N/ 1/.1-MI' OS. LLS • 000 AT WMAK a MOIDrON OF PAR.
<br />N" ONLY FOR PNQS(1]a eA YQTAL1AtlO/S AS PER SECTIONS I TNRJ 7. ON SUM { A 91
<br />U,WAM A;D.
<br />DESON
<br />RN ,)
<br />MNOWIM ANCHOR STOW M Lo.. 3 1/2' ••
<br />APPLICABLI 1 0PREMAME
<br />ANY f ,HIM oN
<br />IFAYIIUY
<br />ITNRI 1'
<br />TARd!
<br />v TAP -OOP
<br />OMA-N
<br />PANDAIM r1ME 0
<br />./MAMA" PWa
<br />0 m1 eAE/E
<br />10
<br />CONOMW
<br />a0d
<br />O OONCRM
<br />To
<br />DONCIMTE
<br />a0d
<br />To °OIN1pA
<br />To
<br />COHORT[
<br />BLOCK
<br />10 OI mn
<br />AD
<br />amawn
<br />•TOOT
<br />ro Ommm
<br />Ommal IE
<br />OLD=
<br />r
<br />WA
<br />NIA
<br />N/A
<br />a•
<br />M/A
<br />d-
<br />Al/A
<br />I•
<br />Nh
<br />, (TOP)
<br />1'
<br />r
<br />WA
<br />WA
<br />a'
<br />r
<br />r
<br />r
<br />r
<br />r•
<br />, (amroM7
<br />e•
<br />N/A
<br />N/A
<br />N/A
<br />0•
<br />WA
<br />a•
<br />N/A
<br />r
<br />N/A
<br />I Oro)
<br />r
<br />WA
<br />N/A
<br />WA
<br />v
<br />MIA
<br />r
<br />WA
<br />�r
<br />N/A
<br />2 ismO,)
<br />+O•D. -na
<br />r
<br />WA
<br />WA
<br />N/A
<br />r
<br />WA
<br />r
<br />N/A
<br />a'
<br />NIAan
<br />u3s
<br />an LKU
<br />r
<br />6•
<br />WA
<br />N/A
<br />6'
<br />°'
<br />r
<br />I'
<br />6•
<br />r
<br />3 (BOTTOM)
<br />{•
<br />M/A
<br />N/A
<br />WA
<br />v
<br />M/A
<br />r
<br />WA
<br />1'
<br />N/A
<br />7 (�
<br />r
<br />61
<br />N/A
<br />WA
<br />r
<br />r
<br />P'
<br />E'
<br />I'
<br />r
<br />4 • 7 DBOTTOW
<br />N/A
<br />N/A
<br />,I ,/II'
<br />a t/1•
<br />,2 1/Y
<br />a I/.'
<br />a 1/A'
<br />r 1/•'
<br />a,/•'
<br />alp'
<br />s mp/sOr10M)
<br />9fE aa+W w a 1, FOR ANDOM "K a SINOrD MR e1Rm"Wo INTO IIOO Imm aaorlB
<br />YM L" AM" $PACON6 AND WOMAN cm 0"FU1rl on WKAIW ON TIO sO1tD" I'= [A. LIU
<br />TWA INDICATED ON SO DIOUT RISK[ NOW MOW eY MUIPLYW VACW MIOIN O WKWAT IN
<br />TIE F MLOAM I'M)IOR6, IN ING 00001001 10 R PQ=KL I DUCID PACING ONIIRD MONO FACTO
<br />NOU MIN O[ LM TIPN IAII•AA PAOW NON'►Tm FOR Gd MOM rNt AT AICHBO Li7WO.
<br />1OOR tIR
<br />ye. _
<br />-- 1/11
<br />1/41
<br />1p1
<br />t/•1
<br />1/W
<br />r A must won A)
<br />..1.,.,.,.y
<br />Iu LNA N>I.N. er W"-
<br />IOMR v ees
<br />rAmm
<br />-
<br />D,
<br />1/1' ,0. . S/r am swum NDNMO W/
<br />1/A1-ED L MS • a I/•• DEC. PO.
<br />FYAa LDO 45 I• TD 1'-0• MID a 1/1• °.C.
<br />FOR MINOW UP 10 e'-6' Yw. OR Ill-
<br />FWBEIAII M., D - ►MN r11O,0 •
<br />',
<br />12 Ilr 0 G 'LAN r I/r W, THAIDO O
<br />�I ION A 1G0[p /DTI W IOIDIM U►
<br />r-r Mb.
<br />L
<br />I
<br />I
<br />I
<br />I
<br />I
<br />R'WOOMaD� I 'I -
<br />1
<br />1
<br />1
<br />1
<br />1
<br />I
<br />1
<br />°Mi..a WT1 i r
<br />EOI '
<br />DD
<br />I
<br />L I
<br />11
<br />1/4LED.. 3/r LOW SAWN PMM•10
<br />W/ 1/41r-2Pr $S us • IT I/-' °c
<br />no Pw,a LOOND UP TO e•-r me a
<br />/.• O.0 FOR MIND"
<br />To r-e' t4..
<br />rN••R111 j 0. 1/1-10 PANEUKO1 FOWL D O
<br />amRD PA/16Mtt Rlb • is 1/i' 0. G .TIN t
<br />.' ,� +n' MI. t1•RADED INNOMIOM AT
<br />AN1 ALL Low" ro a w LOP TO WELD RATE IO
<br />r-r M.><
<br />DIRECT IATION
<br />BCALf J/M 1'
<br />mgm.
<br />1. INSIALLA"ONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-e'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOIIAL
<br />NOTE fd1 COYRINA�RE(_iiE_SE(.iuiG(S:
<br />TOP A BOTTOM MDUNTINGS CAN BE
<br />COMB•NEO IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />STUDS • UTERI'
<br />( r7VE1MAP
<br />Yb12/NOiD PAO�L`
<br />INSTALLATION DETAILS FOR REGULAR PANELSCb
<br />INTO EXISTING WOOD STRUCTURES
<br />i
<br />j��;� .DMf • r O.0
<br />1 Om41•N
<br />& �1-A
<br />' � li.
<br />'III
<br />1 -
<br />J
<br />rot II
<br />i
<br />�'i��
<br />E
<br />E01
<br />71
<br />II OP
<br />III
<br />Eat
<br />L.. I
<br />EOl(
<br />I
<br />t
<br />I
<br />�TT'ANATWE i W
<br />A jW
<br />BALE ]/e-1•
<br />sU,LE )/s.,•
<br />I
<br />wrMHUX.T9AMT� a
<br />-
<br />TO IYAtl. i I•Ia lAll a
<br />all 1�RR4
<br />E0t I'
<br />C0
<br />1
<br />_
<br />C4, I
<br />1,1
<br />1
<br />EO .' e>A
<br />W
<br />1/7
<br />Iw
<br />�
<br />1 •1- sA
<br />eE
<br />4 D. L m�i/°Nai�iAr
<br />'.. !_,/�j1/••INw •e01°ailAlmr OG .ALTERNAM
<br />ALTERNATIVE AW
<br />2tiA' 4Al[ IN MDI•II Of NAa
<br />K .SAIL VA IA.lf A11 ATIAY
<br />SALE 3/0. 1'
<br />NOTE SHUTTER TRAM NOT
<br />SOW 3/1-1'
<br />SHOWN FOR CLARFIV
<br />INTERIOR "ROL I',- END PAWL
<br />O
<br />MOUNTINGOR DIRECT MOUNT ANCHOR ANCHOR
<br />FLL . 7. I• L CAPPUCABLE TO SCHEDULE
<br />/ . : LI
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT (b) FOR
<br />INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />N.1 ., 11..- l.,- • 1 •,
<br />1 1 8 ATALTERNATE
<br />LOCATION 8 t
<br />STUDS • [V[lIY
<br />OVERLAP
<br />p/e• MA. (CASE 1)' - --- - - - --
<br />Y MA. (CAFE A) C-- - O
<br />f 'T-
<br />/{• �ti, 8EC 1I� <ff , IN(OIIOR PANEL OA PANa
<br />fXE 8 SOMONAI } SCIVULE -4
<br />-31 it FOR - n FOR -r-J
<br />Was ANCHOR M.a ARM"
<br />SPVCNO SPACING
<br />1•-3' MM.
<br />DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />BALE- 3/1r - I'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH •LM SCHEDULE
<br />IAPPLNCAMILE ONLY 10 SECTIONS T A, 2 NDICATrA. MR LIFE SAFETY STORM PAID
<br />SYSTEM ON nrLT 13L
<br />YA> NASA
<br />PRWUiN
<br />IM4W
<br />or IM-OIr
<br />C U-w
<br />NUDMSR FDME o
<br />R641MOE PLUS
<br />, `
<br />a DN
<br />WAD1Y ►MOLE
<br />um. *L' (Nl
<br />1O
<br />mom -a
<br />To
<br />CaNcom
<br />Comm" To
<br />Tommmtt
<br />to
<br />wTo
<br />r
<br />N/A
<br />WA
<br />N/A
<br />1•
<br />N/A
<br />r
<br />N/A
<br />S
<br />N/A
<br />I a Y (10P)
<br />SS.O. -72.0
<br />9•
<br />7-
<br />B•
<br />1.
<br />9•
<br />r
<br />9'
<br />9'
<br />B'
<br />9'
<br />1 (BOTTOM)
<br />51-0. OR LESS
<br />.ss.o -n.0
<br />6'
<br />N/A
<br />N/A
<br />M/A
<br />1•
<br />N/A
<br />6•
<br />N/A
<br />6'
<br />N/A
<br />I a 2 (TOP)
<br />S'-a, TO r-r
<br />9•
<br />s'
<br />9'
<br />s'
<br />9'
<br />7 1/2•
<br />9'
<br />1'
<br />9'
<br />r
<br />1 (eOR011)
<br />+56o -72.D
<br />0'
<br />N/A
<br />/A
<br />Np•
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />6•
<br />N/A
<br />1 a 2 (TOP)
<br />TO e'-/'
<br />9'
<br />{'
<br />6•
<br />r
<br />6'
<br />r
<br />r
<br />r
<br />B'
<br />1 (BORON)
<br />Y SUM A Sp
<br />.TONNE
<br />I TM a Vr w Fd TOP O mw
<br />d4 r (WIND a r IY mm up man
<br />AP To
<br />SECTION$ a
<br />O°MBRUTD
<br />IA,IAINUM PAN
<br />LENGTH •L. (Tt
<br />-
<br />-
<br />.,,
<br />Of 7"EM
<br />+49.2 -°t.e
<br />3• y
<br />♦ 1/2' { 1/2-
<br />2 (BOTTOM)
<br />7-6 OR LESS
<br />+52.5 -BI.O
<br />]• 3•
<br />{• C
<br />2 (BOTTOM)
<br />r-6. OR LESS
<br />+55.0 -72.0
<br />2 1/2• 2 1/2-
<br />{'i 3 1/2'
<br />2 (BOTTOM)
<br />r-6. OIL LESS
<br />+SSA -72A
<br />2 1/2• 2 1/2•
<br />N/A N/A
<br />2 (BOTTom)
<br />r-s' To a'-0•
<br />+35.0 -72,0
<br />N/A M/A
<br />!' r
<br />2 (9001"MM)
<br />7'-6' TO IT r
<br />MM1AAL ASA INaI
<br />M•• Knot uAWP
<br />NrwAr vwLNUL
<br />rMln
<br />Nwo & ,/m1
<br />a.13
<br />r aL1
<br />mw I=•alAI
<br />a ove
<br />N'AMOIIp
<br />.Tao. -nA
<br />r-r
<br />a an•
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<br />N/A
<br />8'
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<br />I'
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<br />3 (80Tf0Y)
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<br />8'
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