|
On
<br />It"C" #AD*"
<br />m watt" 0.
<br />ab I,
<br />WALL AND FLOOR MOUNTING IN5TALLATION FOR
<br />.1171w. 6ZIMM
<br />W,
<br />SPUT PANELS -COMM" $040" w
<br />90"S
<br />bw
<br />\", f I
<br />(OWC AMmo c-
<br />a 11.110C
<br />`HN, mn
<br />2
<br />x
<br />S DEEP I r/. - "I
<br />DETAIL 1
<br />:;T
<br />4
<br />03 o/ 0 voom
<br />No --9.11 1. - r_��Lll.
<br />" -
<br />--arv.,w. A. Y pio, VON cc
<br />full
<br />2
<br />Lm
<br />Lm� muhm VAN - DO oxwom
<br />21'
<br />Dan
<br />SECTXm Y_y SpLff maw PAN U"ATION
<br />"But In,"91 9t4Lt 1/4--1- se"
<br />DETAIL 2
<br />VALL ON Auto
<br />MULLION SCHEDULE
<br />Ix, kwwa-
<br />Y
<br />V muumm
<br />SPAM (Ft I
<br />rJIME MVU)OM
<br />1/9'
<br />FANU 4'-G* 10 5'-1* 2* 4' I/Ir
<br />_PFAISM INMAN
<br />TIA "I. 5'-s' 10 r- In'
<br />%MnPAN " 4 ..
<br />stal,
<br />5%
<br />SECYION I
<br />VALE 1/6-1-
<br />nom WU INE am 410 SIORM PANELS 04
<br />00 '1 IS I I lop OR ou"m OF OPIENWI
<br />,OD�It TOP is WTM)
<br />iNSTALLMN - ALTERNATIVE I
<br />SCALF-1 1/4' - I -
<br />T I It' -.11 "
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A,S.D
<br />DESIGN LOADS
<br />UP TO 455.5, -72.0 AND PANEL'S LENGTH UP TO V-S'
<br />2, FOR NEW WOOD FRAME ONSTRUCTION� WOW MEMBERS 10 BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN A141 WAY TO SUIT ANY
<br />NSIALLATION.
<br />CoNcwt M#C"M
<br />GINCRIM AMOCO
<br />(uE WJCDULE ON
<br />SHEET 14)
<br />(su SD4=kl ON—\
<br />imw 14)
<br />.500
<br />fowlt C4MCWW
<br />_j
<br />SEC.
<br />L
<br />NM cowam
<br />\j
<br />t
<br />no ;r.+—
<br />Volo
<br />(CASE I
<br />il-1114 %0_1
<br />m ca, 2/1 4
<br />an comotictf
<br />OLM WALL
<br />- yk, v-s--4 I
<br />COW-Mic Awomm
<br />(SEE ScHEDiAE a"
<br />SHEET 4) W CDNCRM Fun)
<br />INSKARED cow
<br />-4m 4w.GO
<br />fm %Ovw ow
<br />SHOT '.)
<br />WALL MOUNTING INSTALLATION Jmuj UIATIO
<br />XMN I SCALE 3/8, 1* SE01ON SCALE: 3/a" I'
<br />I LIFE SAFM STOW PANEL CAN K LOCATED AS ON END PANEL (FIRST OR LOT PANEL)
<br />OR AS AN INTERIOR PANEL (ANY PANEL LOCATION tM KIWEEN END PAN
<br />LIFE SAFETY PAWLS VAY OR MAY NOT BE INSTALLED ADACCW TO RECUMLS'PAINELS
<br />(W/ OR W/O R(OUNAR TRACKS.)
<br />2. UFr a CONSISTS OF DOM' CALVANaM STEEL STORM PANEL AS
<br />!a.
<br />PER �-� F-SKET 2 or ORM"G,
<br />m PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE NSIDE OF
<br />STRUCTURE.
<br />"11111171
<br />3, LWE SAFETY PAN& REOUIRES TOP TRACK 10 K COMPORENTO& 801-CIM TRACK TO
<br />K MC= SHEET 2 OF THIS OAAWNIIG,
<br />TALMO WALL OR FLOOR MOUNTED rOULOWING SECTIONS I a
<br />CO
<br />2 ON THIS S rf, AS WELL AS DETAILS I if 2 ON SHEET 14.
<br />W.. LENGTH FOR COMPONEWFOIS IV
<br />Mos. ANCHOR IINtING FOR COMPONENTOANCKDRAGE AT BOTTOM tS GIVEN ON a
<br />SCHEDULES �k 2. SHEET 14, =
<br />COMPONENT MAY BE PERMANENT OR RLWOVAIIEL
<br />5, IIET DETAILS MR INSTALLATION INTO WWI) FRAME BUILDINGS ON SkErt 15.
<br />6 SEE "IrT 4 FOR OCT011 APPLrABLC TO THE NECESSITY FOR THE INSIALLATON OF
<br />SPACERS AT TRACKS INSTALLED A&IACEM AMD BEYOND TO 9TUCCD/WMD BM4DS.
<br />g
<br />Mai
<br />WALL k rLOOR MOUWMG
<br />IN - Al INSTALLATIONS - ALTERNATIVE SIN
<br />(SECTION AT TOP tS UMffD 10 +56.6-67.0 IMIX. 9CAL 1/4' V`
<br />A.S.D. DESIGN PRESSURE RATING)
<br />**Z 1/4' 1-
<br />A,t`P1IA
<br />L
<br />mN "w
<br />mom 1 /4- 1
<br />To" 00ACRIm Amplow, KE 201040 a" Imm
<br />run WOW so" Sa S
<br />1, 2, IW/15
<br />1/4. 2/4, 2V4. 3/4 OR 4[/cT4m ON *Hw IS 1. 2 IW/15 0.,
<br />TL
<br />4
<br />(10A) PA144
<br />(par"
<br />(00
<br />pomw
<br />I
<br />I
<br />-ILL"
<br />iilr 4 1
<br />Lb.1/4 2/4 7 3/4 ow 4/4 1 4/15 +
<br />A14
<br />PRO
<br />& IW/15
<br />10
<br />1/,4
<br />. , . . .
<br />ktERRIIIIIE LOCATION
<br />--I ON LIFE &AFM PANT
<br />— W/W LIFE SAFETY ANNIELS
<br />UIAII OF LIFE (SEE NOTE 1911W
<br />1. REG" PAKELS W/ OR
<br />- - WIO W.OUEAJE TRACKS
<br />wm "AMEI
<br />(SEE I
<br />LHOOTE
<br />* LAST PAMIM STALLED AS
<br />01. N
<br />OPTION 01 F
<br />,W,
<br />UK SAPETT opcotoo; SMALL
<br />Al*,A�l BE 1( If
<br />PANEL 1 "8r
<br />ENED
<br />To on REMOVED FROM INSIDE
<br />ELEVATION
<br />or =me
<br />SME 5/32*-1'
<br />1/e GkP
<br />Ile
<br />7 K 7M`fz 7
<br />0,0F
<br />am "m 1)
<br />SECTION B-8
<br />SCALE 3/32--l'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDIN
<br />MAXIMUM PANEL LENGN 00 SCHIEDULE
<br />_si`%.fUl____. A—
<br />IuM.—inno
<br />aMNNAA xv—
<br />z-.
<br />rim, Lm
<br />In"
<br />7r_S1 ON LESS
<br />Z 1/4'
<br />LOWLIM
<br />1 Tift 5 Is 7
<br />wk -110
<br />Y,-v TO ir-ir M..
<br />2 41.
<br />UNWL7w
<br />I Tfwj!� k I
<br />Ov.
<br />To IV-1, �
<br />6
<br />-OLD
<br />12,_e OR LESS
<br />31/2
<br />4.11,11 10
<br />sixtoo 01 yea-abl- is. a "am AT Now owtoom Or PANEL
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEME FOR REGULAR STORM PANELS (1) k 2 INSTALLATIONS
<br />INTO EX131ING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />r1okub os&v me PAmmsMis Q owmaAmis As PER swrows I vwmu 7. ON vam 4 & si
<br />A.S.
<br />NNNE
<br />PAYING P.1,
<br />wxmu AMOCO wwm MR ED+ - A 1/2-
<br />AMALKAMME To
<br />5rcrooks IF a
<br />ANY =4110tt
<br />of r4m
<br />tApaw cr 0"-. 00NALMAX #m4LWM1E P"
<br />To 00HPArn
<br />F.Ift �
<br />Do
<br />cowArn
<br />amx
<br />I-- -r--%--
<br />10 MINIAM
<br />commlir
<br />okm
<br />__
<br />To OPINION?
<br />-to—
<br />comom
<br />at=
<br />__
<br />To O..M
<br />
<br />00MIGIM
<br />MINK
<br />7
<br />r
<br />I /A
<br />N/A
<br />*/A
<br />1.
<br />N/A
<br />it.
<br />I TIM)
<br />K/.
<br />N/A
<br />e
<br />1.
<br />H/A
<br />N/A
<br />"/A
<br />6'
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />4'
<br />I/A
<br />R/A
<br />.66.3. -,nD
<br />r
<br />0/4
<br />k/.
<br />IVA
<br />WA
<br />NW/A
<br />"A
<br />3 0 4 ITON)
<br />r-w OR wss
<br />OR am
<br />N/A
<br />M/A
<br />M/A
<br />VA
<br />/A
<br />a'
<br />"A
<br />+71A
<br />4,21/2-
<br />VA
<br />Iv.
<br />4 a (somw
<br />. ..... 4
<br />I
<br />t
<br />'A
<br />1,
<br />0 ve
<br />/e
<br />a I/e
<br />01 Ile
<br />5 (tov/sonow) I
<br />SO smom Is It MR Ammm Aw a wojcw4 MR WRALIATIons wm wm favor
<br />WMM AMOM SAAMINIS AND Us"* EDDIE INSIANGE AN 116010 ON *6 SOMMINU MR CM
<br />TH" MOCATIM) Ok 9014112001 RMAXX 4101011 SPACING lrr WAVIL"111 SPAM WM" ON VCHMAC MY
<br />"t FMIVAOC VACTOMS. MR INS 0141111071" TO SE PMOLC ODUCID) SAMOMQ QVANOD USINO F4100
<br />*Ali HIM N USS THAN iNNINNIN 11"XING "WAILD "M LAC" AIRPON YOE At MIDOCAS L=�
<br />A� TIMIC
<br />y1r,
<br />- Ve.
<br />1/411
<br />qvi,_
<br />4
<br />WCNM
<br />a
<br />aiNNP_W
<br />"=010r, Go
<br />MA JrA OW OMM
<br />-7
<br />7w.
<br />Io'. low Soww" komm
<br />1,14* Ot.
<br />7
<br />s'-r NMI
<br />7-:�
<br />--r-
<br />SO SCHEDW
<br />a
<br />SPARATION
<br />19 at�"
<br />ca
<br />t I
<br />-
<br />11
<br />,
<br />1/4 40. SIW LOW EIRAIS SNAWMKI
<br />I
<br />V/410- -citto 061/epc
<br />FoAn LOWITHS up TO S'-Q* `04) 0
<br />ox. mm urmallas up ?c a' -a'
<br />r...
<br />No ow
<br />nu" 0 OR
<br />ftus 0 12 1/2 c wom
<br />.
<br />:1/,r " THIMEMINED PU*Tkxww a
<br />aCTH W DAMPING INIOD PLATE MR
<br />ALL t DpnG up To ir-r
<br />DJRECT I
<br />AW0195
<br />VAU"
<br />NOTES.
<br />i, WSIALIAtIONS ARE ONLY VAUD FOR 8UIUD4NGS WITH A-S.D DESIGN LOAD$
<br />UP TO +55.5, -72-0 PSF AND PANEL'S LENGTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUCION; WOOD MEMBERS TO BE SOUTHERN
<br />PINE 140. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & 00770M L40UMPNOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />1/2* --AT ENO
<br />STM 0 EAMv
<br />OVERLAP
<br />INSTALLATION OETAILS FOR REGULAR PANELS(I A dA
<br />INTO EXISTING WOOD STRUCTURES
<br />lon Kam 0
<br />k
<br />I . . /r 7� f---�-- . -,
<br />Cal 0 1
<br />m1o"
<br />ALTE 1w ALTERNAM 2
<br />SCALE 3/&.1-
<br />J
<br />—IT
<br />WE 2colow 00, SHOT 4
<br />OR
<br />To
<br />0,A"
<br />!_j 7
<br />CCU I
<br />EO
<br />I
<br />'utz
<br />4
<br />L "AAA,
<br />;0� som 0 r ALTERNATIVE 3W ALTERNATIVE AW
<br />2; 0 OF MAX SCALE 3/8.1 SOME 3/0-1*
<br />"Qua"
<br />e KAlt
<br />S
<br />Com
<br />&I I ATLIMU NOTE t SHUTHUR TRICKS NOT SHOWN FOR CLARITY
<br />low Ium
<br />jg
<br />L�11 �Q �'O
<br />ors)
<br />5" WERKA? PANEL END PANEL
<br />s MR a. #I -
<br />ow" #I
<br />SEE S. ""I'D"
<br />ANCMN AMOKMV
<br />OR Dwo MOUNT SPACING SPACING
<br />ku
<br />DETAIL I WALL MliIUNTI 4 (APPUCABLE TO SCHEDULE 1)
<br />3CALE,- 311C V`
<br />OR
<br />MAXIMU ATING (p.s.f.) AND
<br />coggEspoNpiNg mAximum ANcHog spAciNG scHEDuLrL AT A, FoR
<br />INSTALLATIONS 1KT0 CONCRErE A CONCRETE BLOCK STRUCTURES
<br />ME A 14�W_MA_
<br />STUDS 0 EVE"
<br />L
<br />M.
<br />3.
<br />Am. = 0)
<br />w" PO4E
<br />MKO
<br />V02 fIr cL c.)
<br />5/9.
<br />MANNAM &S.D.
<br />IN ON
<br />C, W-W
<br />I CALX�
<br />000*11 1104AUE a
<br />fW41MMT "A
<br />To
<br />O'Sm
<br />PIMESSM
<br />"low i..tl
<br />to
<br />TO
<br />"I'm
<br />to
<br />00"CAM
<br />111.01"
<br />Ij..
<br />TO
<br />com"I'm
<br />ILM
<br />0010cam
<br />com"m
<br />Immo
<br />m
<br />01CAM
<br />16
<br />r
<br />N/i%
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />6'
<br />N/A
<br />a'
<br />N/A
<br />I
<br />+56,0. -7aAg
<br />V
<br />r
<br />v
<br />9,
<br />a"
<br />S'
<br />I foo"Om)
<br />W-W OR LESS
<br />N/A
<br />N/A
<br />N^
<br />r
<br />N/A
<br />6-
<br />N/A
<br />1.
<br />-.4/A
<br />I a 2 Cy()P)
<br />.550 -72.0
<br />1.
<br />'.
<br />".
<br />9
<br />9"
<br />1.
<br />__
<br />7 (BOTTOM)
<br />TO
<br />-55 0 -72.0,
<br />11.
<br />N/A
<br />-
<br />N/A
<br />MIA
<br />a'
<br />N/A
<br />6'
<br />N/A
<br />1.
<br />N/A
<br />1 4, 2 (TOP)
<br />>7'-S' TO a*-$'
<br />a'
<br />, 4'
<br />S'
<br />a'
<br />I (BOTTOM)
<br />wmmm "XL
<br />on"
<br />PRISSM
<br />-W-04P t. m 1
<br />will; 0 sm w now MP or A"
<br />a MED 0 r w mm w or Amour)
<br />APPIX-ABLE TO]
<br />SECTIONS 16
<br />NY COMMIT.
<br />OF THEM
<br />UANIUU M PANEL
<br />LENGTH v (it)
<br />TAINCON c
<br />CALVIN
<br />10 To
<br />05 WIT"
<br />to
<br />CONCAM commom
<br />+49.2 -61.5
<br />IF
<br />4 112- 4 112'_
<br />2 (BOTTOM)
<br />7*-6' OR L
<br />#52A -66.()
<br />1. 1.
<br />4.
<br />2 (Bortow)
<br />I r -6, cm LESS
<br />+65.0 -7Z
<br />1/2" 2 1/2'
<br />3 1/2'
<br />2 TTOM)
<br />!(!0GT10Mj
<br />17--6- LESS
<br />—2
<br />2 1/2' 2 1/2'
<br />1 N/A N/A
<br />2
<br />�7'-,. -0.
<br />N/A N/A
<br />2 (NOTTOM
<br />�16- To r-a-
<br />1'-3' Win
<br />SPACING SPACING
<br />DETAIL 2 FLOOR MOUNTIN IN (APPUCAB TO SCHEDULE 2)
<br />SCAM- 3/tir - I'
<br />Mr=M
<br />MAXIMUM A.S.D. DIESIGN FBESSURE WING (p.s.f.) AND CORRESPON01
<br />MAXIMUM PANEL LENGTH *Lw SCHEDLI
<br />ON &MEET 131.
<br />1 A, 2 94WAUD EW Uff_&AUnLXWft4ANU
<br />No. 44167
<br />""'N'
<br />IQ Douds
<br />SO Slow is Ina mcnow rvE a SPACING mot mmumm wm wass mumot
<br />MINNAN ANCHOR WAOMMS AM MW" MINE EMSTAI" AM 04"" M TO 104MAJI� FOP
<br />ums INDICATED ON S041VAZ OtWU ANISON WADING MY 6"TIRLWING SPACING
<br />SHMN ON SCHMIRS fff THE FCUnWO FACTORS. MR IM 411141" TO FA POSSIBLE
<br />r"DWOOD maw oww" LOW Mina sm" NOT va an ?�m wmmm volm"o
<br />00CAM FOM LINE" mcm" rf-L AT ANgma mm
<br />*MR= TVM[
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<br />1 1/4.
<br />1 11*1
<br />1/r.
<br />AM.NS. I-
<br />IN. t�p�
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<br />w AND.P. sp9m a-)
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<br />
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<br />114-10 PAMELMAIE PLUS
<br />T*acz O.C. W/ 1 7/8'
<br />PENETRATION 10
<br />t)QS"W VOW HEADER
<br />a I/.-
<br />04174
<br />w S"41110,1041
<br />Im, am u G"
<br />to am
<br />1/0-MIC Is All is" MOW 1)
<br />PAND. LENGTH
<br />wx
<br />or IL
<br />q VAX
<br />gww am 91 0 111
<br />12
<br />04.
<br />4 . ...... 12 1
<br />VA"Ir moomp
<br />02-.4- WOOD jP%A1 *0001 �ATE 2'.4- wompo!E
<br />roulm RED REOUNED
<br />I MOWNITH OF PLATE
<br />POET71ATION AT
<br />MID W" Of KATE V4 6 Lm SCREWS 0
<br />AGGIERED W/
<br />L..'..-J �1, ..
<br />At MID0001H OF PIATE
<br />DIRECT 12101SM&Ii IMJIUA=
<br />ALTERNATIVE OW DIRIECT MOUNT 4 1" M" a INSTALLATION DIRE0 MOURT INSTALLATION
<br />SCAa 3/5- 1' AI.Tj� BWV A611" RM,
<br />fflpj�e. I 9W
<br />1. JNSrALLAr1DNS FOR AiTtRMATNES SIN 9W at 1OW ONLY VALID FOR
<br />BUILDINGS WM A.S D. DESIGN LOAOS'UP TO +43.8. -48.0 P.s.l. AND
<br />N Tilt,
<br />FOR I: EW WOOD FRAME CONSTRUICIiON� WOOD MEMBERS TO BE SOUTHER
<br />PINE ZD, 2� Wl SPECIFIC DENSITY
<br />2. PANE S LENOTW UP TO 12'-4'
<br />or 0,55 OR EQUAL. BUILDING COM �10., Va�1.11 0
<br />;1512-
<br />Rl,
<br />PINNIOLMAIE PLUS
<br />_V4 W
<br />6 /4, O.C. Vol 1 7/w
<br />TV�READID POAEtPATfDM TO
<br />ImIrm WOOD HEM
<br />INSTALLATION DETAILS FOR REGULAR PANELS (_11 A
<br />INTO EXISTING WOOD STRUCTURES
<br />EXISTING woo* HEADER
<br />Ll
<br />j
<br />4,/,r
<br />WOOD KIAOCR ,, , � , � I , , :
<br />khr,
<br />Ka,
<br />am
<br />PIXI SMW a
<br />1ANft LENGTH
<br />(S" Mon 1)
<br />MAY
<br />I :
<br /># , ___ I
<br />L
<br />Top & 0=0 MOUNITINGS CAN BE
<br />COMBINED IN WAY TO SUIT ANY
<br />INSTALLATION.
<br />w "ImEl LENGTH
<br />veo
<br />(irE NOTE 1)
<br />Doll
<br />I -L'
<br />No
<br />'
<br />114-* LAID SGRE" 0 r 04C� M/
<br />I polm""
<br />INSIALLABON
<br />DEIAILS r9fl OPTION 9 1 FOR
<br />INTO EXISTING WOOD
<br />LIFE
<br />STRUCTURES
<br />SAFETY STORM PANEL SYSTEM
<br />71
<br />Eo'
<br />CO" <77�� , �-Jm
<br />74i!
<br />ED,
<br />I
<br />_v_ -
<br />sto 0 1?
<br />1
<br />9
<br />A
<br />RNATIVE 2
<br />1�1ktrF . i
<br />I'M
<br />— 1 4 VACME
<br />10 a*I n191 "c
<br />T
<br />am SHOT 4
<br />rm W.
<br />SEPAIN'Tow
<br />TO GkAa
<br />"'00D PLATE
<br />*rojm
<br />i "I � I
<br />pm 04ATI
<br />reounm
<br />I'BrIc-L
<br />U/2*
<br />ALTERNATIME 3 ALTERNATHE 4
<br />I/em.6/91 LEND am mus"m W/
<br />/wo W4- " " a le " I*
<br />ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS
<br />11,V-20 PAMILMATE tt1AME 0 ON
<br />;= K. ..r g= "'gin
<br />SOILIL SIX - I'
<br />WALL MOUNTING INSTALLATIO
<br />PLATE
<br />MOM SHLITTEll TACIIII MOT SHOWN IM MARTY
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<br />SHEET NO.
<br />SH 1 . 1
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