|
SM
<br />WWSIM4 4 WALL AND FLOOR MOUNTING INSTALLATION FOR.
<br />SPLIT PANELS
<br />NQI d i 4 --.� {{� a•----�
<br />��` Mom- O)1 s41N61 iT Y NmUL ��p
<br />:1/4 1 l��(1ppi{y�}..'/NCB -155, r Y ,•n_ F�.IBYEd-i•
<br />F4tt� ..C I. I'� (M1i W.A, Iona*
<br />ppSS
<br />W.
<br />1 '`�� ETIIE W wAu \ � �'d'.tOOt �+• C 1•
<br />t 1 s AP►L'C}gyE _ 1• �. 1- l"D •, xa'� 4 vv
<br />t/2'.,_� o waxte mom
<br />FKM MIX=
<br />I I
<br />1 1
<br />I_,,�SQ 1
<br />j 419NG'd sE
<br />Ot°�°ast°m k 'SCALE". 1
<br />e I .QEh91L..1
<br />W f3EE13 d k N
<br />iK aWY 1
<br />Rf
<br />11
<br />IOW �11�!!•#111.11r11i11'
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<br />�R
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<br />I 3
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<br />u sAla • r� J nuo Glib= j '"1• \ ..
<br />� 0161 nv w
<br />0 +lS.O �_ _FR89PM ROMC - IAR110N Y NUT. Z
<br />I
<br />s � ¢ k 1M (ftp, TOP Y avm' 1/i'-1 L� Kum" 9PM1 • I= mum
<br />S•ECT,ON Y-Y `� SPLIT ;rQ$ILLAII„ I;I EYATION
<br />kIEEYBTlS2!{ RiSAIL2 `==4 soMME /6=�•
<br />NLLwNN WMo
<br />MULLIONSCHEDULE
<br />'.
<br />ICICM:R AKTMAS
<br />ft fAsflS • ! Y)
<br />IT1GM t� P E> 11 W
<br />: +sa PwT. -»o RwL
<br />�.�gE alalpa 1, 3, ! ♦
<br />'I9N 1iRl a
<br />MPw laniioN
<br />SCAN (R)
<br />iIEO{ImFA Min.
<br />TUBE MULLION ^
<br />MMHIf
<br />a? �: uCEM�:'• ✓�4iy�
<br />?� ' No. 44167
<br />. 3
<br />3" . I/r
<br />> W-6• To 5--6•
<br />2' . 4" . Ile
<br />r . s' . 1/B•.
<br />> TO 6'-0-
<br />2• : r . tro'
<br />' Sp TO •1 fD l a:D p.A..t.P RESSM RATING
<br />,SECTION 1 ^ 1�11JES'jDL'~ aREx�o
<br />SCALE 3/8-T•
<br />NOTE: LAULLWN CAN ALSO INSTATED W/0 STORM PANELS ON TOP
<br />OIR BOTTOM SO THAT R 5 iOCOID AT TOP OMN BOTTOM OF OPENING.
<br />(OfE PANEL OPENNXI W/ TUB TOP k B6T1oMy
<br />INSTALLATION - ALYERNMS 1W
<br />scuE: i/4' � 1•
<br />;'nnr 7rt Ii�:'
<br />,. INSTALLATIONS ARE ONLY VAUD FOR. BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 p,s.,. AND PANEL'S LENGTH UP TO B'-a'.
<br />2. FOR NEW WOOD FRAME CONSTItUCTTON: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />COHCRENE AFCHOPS
<br />(SEE SHEET 104/))
<br />f�smemE
<br />TOI
<br />II 011%
<br />71
<br />3n
<br />I
<br />I
<br />I
<br />CONCRETE ANCHORS
<br />( SHM 14)
<br />COIICRETE ANgO¢
<br />(WEE BCNww O)
<br />3HEE7 of
<br />POURED cONCW6]E
<br />rsoam coo.
<br />SHEET 14)
<br />WALL MOUNTING INSTALLATION WALL AND f10OR NOU�� INSTALLATION
<br />- SECTION 1 SCALE: 3/a" . I" - SECTION 2 SCALE; 3/8• _ 1'
<br />NOTES NMI OFF 'S+FL'1Y CIORM PAN SYSTEM INST IATION
<br />1. LIFE SAFETY STORM PANEL CAN 13E LOCATED AS AN END PANEL (FIRST ON LAST PAN!)
<br />OR AS AN INTERIOR PAN0.. (ANY PANEL LOCATION W BETWEEN EN4 PANELS).
<br />"
<br />LIFE SAFETY PANELS DR NAY N0T BE WSTALLEO ADJACENT TO REGULAR- PANELS
<br />(W/ on W/O REG" TRACKS.)
<br />2. UFE SAFETY 57 PAN0. CONSISTS OF 0:039' GALVMNIZEO STEEL STORM PMEL AS
<br />PER COMPONEM SHEET 2 OF DRAMYNG.
<br />PANEL Ati07V5 TISELF TO BE REMOVED OR WSTALtID FROM THE WVSOE OF
<br />STRUCTURE.
<br />STRUCTURE
<br />J. LGE SAFETY P REZtES TOP TRACK TO BE COMPONENT ®k BOTTOM TRACK TO
<br />`NN
<br />BE AS PER SHEET 2 OF THIS DRAWING.
<br />COMPONENT Y 9E INSTALLED WALL OR FLOORMOUNTED F OLLOAINO SECTO M 1 A
<br />S` •'
<br />2 QN THIS AS WELL AS DETAILS 1 k 2 ON SHEET 14.�.•
<br />:
<br />V
<br />4. W.. LENGTH FOR COMPONENTdDs ir.
<br />a
<br />Lam.. ANCHOR SPACIO FOR COMPONENT 4)ANCNORAGE AT BOTTOM IS MEN ON
<br />;
<br />SCFEDUUDi A 2, SLEET 14.
<br />COMPONENT VMAY ✓� PERMANENT OR REMOVABLE
<br />=,k •:
<br />5. SEE DEFALS MR RMALLA170N INTO WOOD FRAME BUILDINGS ON SHEET 1S.
<br />e. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE W6TAUATON OF
<br />SPACERS A TRACKS INSTALLED ADJACENT AND BEYOND TO S(UCCO/WOOD ISANDS.
<br />q,YA
<br />R
<br />rMLIN(I Ik FLWR MD(kMUG WALL k nbm MQUNTINO
<br />rNS A IAMN ---ALTIERNATIVE AW INSTALLAMONS - ALTER Mi, M SW
<br />(SECTION AT TOP 1S LIMITED TO +55.6-67.0 MAX. •CANT Ile - r
<br />ASST. DESIGN PRESSURE RATING)
<br />SCALE: 1/4' • 1-
<br />LAM.
<br />1
<br />5 arc � Y.tasm tm
<br />IM fMp 4ttweP
<br />'43 AIAiC+.s,
<br />Y Yt 1�i6bEaNG alit
<br />}VELD, Mnumm
<br />INSTALL TION - SECTION uW
<br />Sr e'. 1/4" -1'
<br />FOT CONCRETE ANCHO : SEE SCEDUE ON SHM 1V,
<br />FOR WOOD Smm SEE REGION ON SHEET IsTW,15
<br />3 i>�r s'-tsfLA.,su.''1-`sf l�iiiii1�L11Ii
<br />INSIST
<br />iiiiiiiiiii
<br />NUNN
<br />all
<br />11111
<br />Hill
<br />11
<br />oil
<br />P
<br />ME LoeAT1aN
<br />p
<br />_..i ON l�I'E�6AF'E7LYUPA�MEL L-
<br />AREA W/NO LIFE SAFETY PANELS
<br />LOCATION OF LIFE (SEE NOTE ISELOM
<br />.------ 6i. REGULAR PANELS W/ OR------�--
<br />5A!•ETY pma --•!
<br />W/0 REGULAR TRACKS
<br />(SEE NOTE I
<br />BEk.OW) ' Lvr PAJEL 0 TO � WSTALLED AS
<br />OR WEE S6EOPTION 01 F
<br />LIFE SAFETY BTORLL pN1EL OPENING yTWL
<br />STORM ALWAYS BE FROADEO w TEAL HANDLE
<br />TO FACF3M7E NNSTAW 6 ,MENDED
<br />BE OR REMOVED FROM INSIDE
<br />OF STRIUCIUM
<br />ELEVATION
<br />SCALE 3/32•-1•
<br />Maw av
<br />B WEE NOTE , AT G4pMIF`
<br />SEE NIO7D t)
<br />SECTION B-B
<br />SCALE 3/32"-t'
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE EATING ,s.f) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH `L" SCHEDULE
<br />(VALO 01N.Y FOR PANEU93 k WSTALLAT70116 AS PER swnoms 11T6N 10. ON SHEETS 4, 5 A. 6)
<br />• 8X= N/ 1/4Y-lOtY• AS. YS "MIT C OA,IBAP k 1�4QNIN OF NWFl
<br />SPACING
<br />.SCHEDULE FOR REG,UJ,M STOj{I •PANE ) INSTALLATIONS
<br />IHTO EXISTING COMM M A CONCRETE IL�jCK SIRLICTURES
<br />WO ONLY FOR PANELS 1DS: @ INSTALLATIONS As PER SMnOKS I TNRU 7. ON SHEETS 4 s 5)
<br />APPLICABLE 710
<br />NI
<br />R: T1
<br />�ra3P
<br />FLORIDA BUILDING CODE Hi h Vil NurFicons Zone)
<br />i No. 41 S7
<br />am SLIM Tea
<br />s
<br />s
<br />20 GAGE r�lI,VANIZEb STEEL STOta�( PNUiE1.R
<br />r.P.
<br />_
<br />._
<br />... GLOBAL PROTECTION PRtIDUCiS, TLC.
<br />iL ECOTM�.
<br />DtE
<br />..,
<br />4NM0 8,W. sl STPFFP
<br />_
<br />4�Fti" `"•
<br />+�'F:
<br />ILi. >RI>FL. AIYi ml, lWaa Rslila P11P14c(i51� T6a F�Artt -sm
<br />20-176
<br />AA'
<br />we. i 4•q rrL.tAaO. w , gN9+1,-max � r olrar we wr,+, wloilia� i�
<br />CA-OpOB/ti
<br />F Nx
<br />,E. >'XpAJ'3OiATW1E/OATE
<br />X 1eJN-
<br />,,
<br />plM7DIRW ASD.
<br />RATMC
<br />Yw. lE/f011R
<br />SaEEL R.
<br />�ON�UFItBN
<br />� f�.d�RY81011
<br />t63-0, -72A
<br />Y-r OR LESS
<br />2 7l4"
<br />IR6Ql,m
<br />t THRD S k 1
<br />+as.3. -Yt0
<br />>Y-r m Nr-e' ue..
<br />x 3/e
<br />IAMOLTm
<br />, t11Ru a a :
<br />4�A, -7xA
<br />>B•-a' SO 11'-x' Mmi.
<br />2. Tf2'
<br />' ��
<br />a
<br />+a3S. -SBA
<br />fa'-4' ORtE53
<br />3 t/a•
<br />' Kt G�N
<br />B. 9 k 10
<br />MAIOIRM AS.D:
<br />OEM
<br />RA j.
<br />LNAIWMLIY AAKtLOtffi SAt41AT FOR Ea. _ 3.,/r.-.
<br />SE47NWb>r k
<br />���
<br />/K%BNN PANEL
<br />LBiONi t• (R)
<br />TAPL'M
<br />CF7N-tiRW
<br />GLY-W
<br />PM#iXtR fiMN.E M
<br />PN16WllE PLUS
<br />10 OONt�[E
<br />Ct�
<br />TP CNICACtE
<br />O01RxDwl�TC
<br />TO CCNIGKTE
<br />I
<br />W CaCN[iE
<br />CIS
<br />TO apN3EiE
<br />Ct
<br />r
<br />WA,
<br />N/A
<br />N/A
<br />s•
<br />N/A
<br />r
<br />JUA
<br />s•
<br />�•'
<br />t crop)
<br />r
<br />b'
<br />N/A
<br />N/A
<br />r
<br />r
<br />1 (gOTTpQ
<br />B'
<br />N/A
<br />N/A
<br />N/A
<br />a•
<br />N/A
<br />s'
<br />N/A
<br />r
<br />N/A
<br />y gyp)
<br />r
<br />N/A
<br />N/A.
<br />M/A
<br />a'
<br />11/A
<br />B•
<br />N/A
<br />8•
<br />N/A
<br />x (LOnOlO
<br />+85.5. -720
<br />r
<br />N/A
<br />N/A
<br />M/A
<br />r
<br />N/A
<br />B•
<br />N/X
<br />s'
<br />N/A
<br />} a 4 (TOP)
<br />Y-5' OR LESS
<br />� LESS
<br />r
<br />6'
<br />N/A
<br />WA
<br />r
<br />B'.
<br />r
<br />r
<br />r
<br />B"
<br />3 (BOMOM)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />d"
<br />N/X
<br />r
<br />N!A
<br />d'
<br />N/A
<br />7 (TOP)
<br />r
<br />b"
<br />N/A
<br />1M!A
<br />r
<br />S`
<br />r
<br />B'
<br />B`
<br />d'
<br />d k 7 (6OITWiO
<br />NIA
<br />N/X
<br />12. ,Jx'
<br />8 //A•.
<br />t/4"
<br />i 9/4'
<br />G 1/P
<br />: B 1/a"
<br />i 1/4'
<br />6 (1OP/BOTTGN},-..
<br />BEE SlEflil 10 k 79 MR ANCIMS l4PE d BRACING FM w3TILA1 d(TO WOOD ORME MM0/10.
<br />411fl111A) AfCJMR 9PACRJOf AND YNWM FOBS DMTNCF ARE RANGTIA 0101105 SC1401AE FOR fA. LESS
<br />iHW IIMICMEW ON BOfNDCRE REOIIOS ANCiOR 3PRCdM lw /ML7IRriq Sn1f31A6 SMCW ON EC40UtE BY
<br />iNi fC1LONAHG FACWRS. FOR 7M5 OPOMMM 10 EPO969,E, �ttD SPAW70 06OIWEO IFSl1G FACTOR
<br />SlfAtl lWT lK L� 11MN YIISRAT 9AIF4M SMIMIm FOR FACt AIICtYM tYPE M /A4:IIIOS I[OE3O.
<br />MOOR TIRE
<br />7/oP
<br />i/4s
<br />,p1
<br />va•.
<br />�,�••
<br />TAPa011
<br />-,/•••
<br />IF w-Mlr
<br />fJCR-M
<br />E4D-ffi
<br />!ti MIQOI 1PAtWls �
<br />3
<br />3
<br />3
<br />3
<br />a }/4
<br />3
<br />••,�i.,,I„a cWAeNN Pa
<br />a
<br />a
<br />s
<br />3
<br />3
<br />3 Va
<br />Saw OeeRFt.1rM 4J
<br />3
<br />a
<br />a 1/2
<br />3 1/4
<br />+
<br />3 ,!a
<br />AiMBt tNA pp! BIWA�A
<br />Rt31D11
<br />r t/A•
<br />�
<br />.3e
<br />- -
<br />-
<br />-
<br />a
<br />y,
<br />Y.aD
<br />LAD
<br />- IAi
<br />:n
<br />-
<br />j 1
<br />1Aa
<br />IAA
<br />,.oa
<br />sm WHO"
<br />1
<br />ON SHEET s
<br />�.
<br />TO SLASS,
<br />7
<br />i 1
<br />I ,
<br />EO
<br />I
<br />1 �
<br />I
<br />EO I
<br />i
<br />t1 II
<br />1 .1
<br />1/4• LD. a--:IMND BRASS &1sIWNc
<br />i
<br />sS.
<br />w/ ,PANEL
<br />1 `j I(
<br />U IO P TO6
<br />Fl1e Pua. uNmes w m s'-a• Mro a
<br />1/4' O.C. FOR LENCTI6 Ip to 8'-6• Mar.
<br />�l:.c�
<br />f
<br />Item"j(
<br />OR D,4-1D Al12 i1r Q C Wr
<br />PANBAurz 12 0, L. OTM ,
<br />j
<br />WWA IET AT
<br />t/Y Ia1. OWENND POOOD
<br />Ij
<br />fWY1M7M E%RIINC WOOD PLATE FOR
<br />PLAT
<br />ALL1 LAWarLT,N�ssIUP TO 6'-B' Mmc
<br />r/�}
<br />DIRE
<br />SCREE 3/8-.1-
<br />YYliL1YL{
<br />L
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.&M DESIGN LOADS
<br />UP TO +553, -72A PS, 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 0.54 OR EQUAL
<br />TOP &BOTTOM MOUNON65 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />►i • A • • 8 M i
<br />Bl7iAY�. 1
<br />I�
<br />I - i
<br />is
<br />.: .Lail
<br />'••Y ALTERNATE
<br />STLOS o
<br />(t2 1/2' O.
<br />tT6O HM,D P
<br />3' A+LrI. ((GIBE E}
<br />1 1 [ A
<br />i �• i` /.. 4 . N . fy ^B .
<br />A'11:. T1 151.A t L,.," .,B�-
<br />mkvm Al ABA.
<br />peer
<br />mmm .wi:cwxmm
<br />TAPCON
<br />OF TAP -DIP
<br />ou-0N
<br />pAtWWR mom a
<br />pNIFIMME PLUS
<br />APPNfJW m
<br />am"
<br />^nm
<br />OF 11E41
<br />:OEM AIIEL
<br />moxem ' QQ
<br />m
<br />OOI7CmB.TE
<br />BLOCK
<br />m
<br />COlICREIE
<br />III
<br />BLOCK
<br />m
<br />CONCPE'IC
<br />DONTO
<br />BICCICOMORM
<br />TO
<br />HtOGit
<br />TO.
<br />TO
<br />BLOC%
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />8"
<br />N/A
<br />r
<br />N/A
<br />8'
<br />N/A
<br />T A 2 (TOP)
<br />SS:O, -72.p
<br />g•
<br />7-
<br />8"
<br />9'
<br />9'
<br />B"
<br />9'
<br />9•
<br />9'
<br />9'
<br />1 (BOTTOM)
<br />5'-0' LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />W
<br />N/A
<br />1 dL 2 (TOP)
<br />t55.0 -72.4
<br />9'
<br />5"
<br />9'
<br />8'
<br />9'
<br />'.
<br />7 1/2•
<br />S'
<br />9•
<br />9"
<br />9'
<br />1 (BOTTOM)
<br />5'-O` Ta r-r
<br />+58.0 -]2A
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />S'
<br />N/A
<br />8+
<br />WA
<br />6`
<br />N/A
<br />1 At 2 (TOP)
<br />TO
<br />9"
<br />4"'
<br />11
<br />6"
<br />9'
<br />B`
<br />@"
<br />6"
<br />r
<br />8`
<br />T (BOTTOM).
<br />MkVW AS,A
<br />pR6'NJRE
<br />Piz=
<br />i MW i VW Nw MIN WP OF NCLL7
<br />CAN R (SOH t Y Mn PAN 10? OF NC[t)
<br />- OPP SECTIONS f O
<br />N0.ALT10
<br />MA%INUN PANq
<br />LENGTH •L" I.
<br />OF TM
<br />+49.2 -614
<br />J• i 3'
<br />4 1 i 4 1 r
<br />2 (BOTTOM)
<br />Y-6- OR LESS
<br />+52.8 -86.Q
<br />3' 3'
<br />4' 4'
<br />2 (BOTTLTM)
<br />Y-8' OR LESS
<br />+55.0 -720
<br />2 1/2• 2 1/2'
<br />4' ( 3 1/2"
<br />2 (BOTTOM)
<br />7'-r OR LESS
<br />+55.0 -720
<br />2 1/2• 2 1/2'
<br />N/A N/A
<br />Z (aDTTOM)
<br />7'-6' TO E'-0•
<br />+55.0 -7Z.O.
<br />N/A j N/A
<br />3' 3"
<br />2 (BOTTOM)
<br />]'-8" TO
<br />ulmi
<br />DETAIi11 2 FLOOi7 �( TIN IN j jL TA ION (APPLICABLE TO JCHIRDJJLK 2)
<br />srALE: a/ts' 1'
<br />MMMUM A-S.D. DESK, P@E�I 6"IriNG a f 1 AND CORRESPONDING
<br />j iN,j,(j PANEL LENGTH `L: SCHEDULE
<br />UMMS ONLY O SECTIONR1k a INQQ=D FOR IdT
<br />avereuver�jS"t
<br />MOBRM A3a Iltill
<br />IAi Ittllll LOAM
<br />lsaAM B
<br />PAM6
<br />FROMRM ROINs
<br />(WJ
<br />E
<br />l' OU
<br />LSE 7LC11a14)
<br />RS
<br />MOLARS
<br />_
<br />tltwtlON
<br />+JMA,
<br />K-i'
<br />:3/4'
<br />tAMtttl®
<br />SEE SWEET 15 FOR ANCI M TYPE k SPATOIO FOR WSDV.L D INTO WOOD FRM[ INRDIRL
<br />NUM M NCNOR SPACINGS *0 UNARM LOGE D AVCE AN R4RGTED ON 114E SMBNIIL FOR
<br />E.O. LESS TIN/ #*ai O ON ="mu RFCLCE mom SPACSO IY MIA1V "4 WMCRC
<br />SNOWN ON 300" BY NNE FOILARWD FA TOM FOR 1NW3 OFLR 11CN To K POSSIBLE•
<br />REo10ED BVOW OBTAINED UM FACTOR SNML. NOT BE I= III" MMIUM SWING
<br />NWCATEp FOR EACH ANCHOR TYPE At ANGINA LEOM
<br />1/a'e
<br />9/#•i
<br />1 4 i
<br />I/ri
<br />1/4'.
<br />1AKWY
<br />a ltw-Mw
<br />-^�"�
<br />awt-N
<br />WA NICIMR IPAL9M
<br />3
<br />3
<br />3
<br />3
<br />Oaw MUM 0O
<br />3
<br />3
<br />3 1/2
<br />3 1A
<br />4
<br />ATRri 88L 0®'EEDiW1
<br />WIBIfR
<br />�y.
<br />31
<br />-
<br />LAD
<br />-
<br />LAB
<br />(VALID ONLY FOR PANELS (1)k IA) MIALIAATWNS AS PER SECTIONS 1 THRU 10. ON SHEETS 4.5 a 8)
<br />M4WIAW
<br />AS.A DES"
<br />MOINIUN AND1401AS SPACW4 FOR ED. - 3 1/r ^
<br />ApPl1CAINE TO
<br />SECTIOfS / k
<br />MAINAW PANM
<br />TAPCLW
<br />CF TAP-Mi
<br />CALK -IN
<br />PDAIEt.MAi F17NAI.E ID
<br />PAIf3iN7E PLUS
<br />SLNO 3ET
<br />��
<br />RASSA
<br />(P.a.f.)
<br />m caumE
<br />m
<br />coiK3m
<br />WA=
<br />m CDICI Em
<br />To
<br />COWM E
<br />81JDtll
<br />m MkCMM
<br />TO
<br />CONOiEIE
<br />BLOCK
<br />m CONCRETE
<br />m
<br />COMMMOE
<br />iROCN
<br />TO CONCRETE
<br />to
<br />CORORETE
<br />BLACK
<br />70 COME
<br />m
<br />CONCRETE
<br />BlOpt
<br />ANY OMIBRIA'ON
<br />Dc TI4M
<br />LEMON 1.' (R)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />6•
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />8"
<br />4'
<br />N/A
<br />N/A
<br />8'
<br />8'
<br />B'
<br />8'
<br />8•
<br />a'
<br />N/A
<br />N/A
<br />1 (amoM)
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />8"
<br />N/A.
<br />$'
<br />N/A
<br />_r
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />-r
<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 (&1TfOM)
<br />55,5, _7ZO
<br />6"
<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 />MIA
<br />N/A
<br />3 A 4 (TOP)
<br />>Y-5" TO 8--a'
<br />OR:LESS
<br />O"
<br />4'
<br />N/A
<br />N/A
<br />6'.:..
<br />a
<br />6"
<br />a•
<br />6'
<br />8'
<br />N/A
<br />N/A
<br />3 (BOTTOM).
<br />N/A
<br />N/A
<br />B'
<br />N/A
<br />8•
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />- r
<br />- -
<br />N/A
<br />N/A
<br />6`
<br />6•
<br />8'
<br />6"
<br />6'
<br />8'
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4-
<br />12 1/2-
<br />6 1/4•
<br />8 1/4`
<br />6 1/4•
<br />6 1/4•
<br />6 1/4"
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />50.0• -53.3
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 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 />6 (top/BOTTOM)
<br />'-8• TO 11'-2"
<br />65.0. -72.0
<br />N/A
<br />N/A
<br />6 1/4•
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 1/4'
<br />6 1/4•
<br />6 1/4•
<br />6 1/4•
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />W-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 />6 1/4"
<br />6 1/4•
<br />a t/4'
<br />5 1/4`
<br />8, 9. 10 (TOP)
<br />+43A-�0
<br />r
<br />4"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />6'
<br />6 1/4•
<br />6 1/4"
<br />8 (BOTTOM)
<br />OR LESS
<br />_
<br />6'
<br />4•
<br />µ/p
<br />N/A
<br />µ/A
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />6•
<br />fi i/4•
<br />8 1/4"
<br />9 (BOTTOM)
<br />12'-4" OR LESS
<br />N/A
<br />N/X
<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 1/4'
<br />6 1/4"
<br />TO (BOTTQN}
<br />SEE SHEETS 1O, 11 AND 12 FOR ANCII00.5 TYPE k SPAC00 FOR 110MAATIM WIN WOW FAME BUILDING.
<br />mmmuM ANIRIM WAO NDB Am xNami > OaFANCE-.ARE WD104M ON THIS SCHEDULE. FOR EO. LESS
<br />TNW WD"TED ON sam" MICE ANCHOR SPlCIM BY MIAOPLYWD SFACWC SHOWN ON SC 4=u or
<br />THE FOLLOW" FACNRS. FOR IDA OPERATION TO BE POSSBLE, REDUCED SPACING OBTAINED USWW FACTOR
<br />SNMLL NOT SE U35 THAN MA WW SPACIAO SWAM FOR EACH AMNON TYPE AT hlOWPS LVILM
<br />i11CR1R TYR
<br />ifii
<br />1j4s
<br />f/,1
<br />i/l•I
<br />1/4•i
<br />1/4•i
<br />TMCOl1
<br />fi tW-47LP
<br />� p
<br />CNIt-iN
<br />YNC-8H
<br />le,. AIOICR soma Os)
<br />3.
<br />3 _.
<br />3-
<br />3
<br />4 ,/2
<br />3
<br />..pRppFy� cen.ar. D•J
<br />3
<br />-
<br />3_
<br />3
<br />3
<br />3
<br />3 1/a
<br />1EiAW On,l,'MA BN4 (1+}
<br />J
<br />3
<br />3 1/2
<br />3 1/x
<br />4
<br />3 1/4
<br />AOWB. 8A ow �4Tq
<br />F A •0
<br />T O R
<br />31
<br />-
<br />U7a
<br />-
<br />1A0
<br />,Aa
<br />t. INSTALLATIONS FOR
<br />BUFWWCS WITH A€
<br />PANEL'S LENGTH
<br />2. FOR NEW WOOD F1
<br />TOP it... BOTTOM MDUNnNGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />LENGTH
<br />E 1)
<br />u' fa-,D PANELWiE PLLFS
<br />EXSnNG WOOD HEAOER
<br />1
<br />7 Ar
<br />i
<br />Q61. WRW.
<br />�2 a Va, oA
<br />l/R
<br />t
<br />W E SC EDIAE a
<br />MMS B
<br />M W. SFPAMi,C1I
<br />TO OASS ,At
<br />Max. PA
<br />(SEE
<br />yM.s�r! T/dv
<br />f ENRP�ONitlM
<br />1 `I
<br />1J10 SC�1Yb O
<br />S O.C. SfACCEREO W/
<br />IATRFA0E0 H OF PLATE
<br />DIRECT MOM G DWALLATION
<br />inwag
<br />-•--y SCALE 3/8.4-
<br />W, SW & 14W ONLY VAUD FOR
<br />IS.' UP TO +4.3.B• -48.0 p.sJ, AND
<br />VW WOOD MEMBERS TO BE SOUTHERN
<br />OF OM OR EQUAL.
<br />1:1.`I/lrl.
<br />INSTALLATION
<br />114/,E1twRGn SxEWs a r LlA W/
<br />DETAILS
<br />FOR QUI.ON 1 FOR LIEE
<br />SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCT,UR,ES
<br />r m'�,�„G 1 1LiV�Dk7'Rl'I
<br />i
<br />E0
<br />I
<br />m
<br />a
<br />OR
<br />I
<br />UER TIVE 1 ALTERNATIVE
<br />2
<br />3t/4•wal'/YACfMIC r-
<br />i
<br />1/,W{j
<br />�
<br />TO Qiik1Y O.G.
<br />ams 14Fw
<br />I
<br />1
<br />1
<br />3EPAAPATTM
<br />TO Qv9w
<br />E0
<br />Eo
<br />I
<br />ED$
<br />i
<br />EO
<br />i
<br />I
<br />Rj
<br />WOOD PLATE
<br />I---
<br />`
<br />I
<br />iy-L�a
<br />WOOD M1E
<br />RPAIpR[0
<br />k.'N
<br />t
<br />8' O."
<br />ALTERNATIVE
<br />3 ALTERNATIVE
<br />4
<br />I
<br />jE
<br />ii6 rT50N�ON / 1 1/2•
<br />7�
<br />THBEA E6
<br />t/4"ID:as%9' LRA7 BRASS N1M'ANG lR/
<br />1f4'A-'3laa• s3, M:s 0 roc" M
<br />ALTERNATIVE
<br />WOOD FRAME CONDITIONS do
<br />ANCHOR. LOCATIONS
<br />lx4 20 TN94LAA4TE IElvAE. oR
<br />PANUMNIS PLUS s r OC. w , 1/2' IfM.
<br />VIRUSES PEShT3EA11oN TO WCOO
<br />BOWg • - y
<br />PLATE
<br />NOTE : WATER TRACKS MW SHOWN FOR MMM
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W
<br />I. IN5IALLMO S ARE ONLY W40 FOR BUW,DPO9 WIIN ABA. DESIGN LOADS UP TO
<br />+W & -724 PO AO PANELS LDNOTH UP TO 6'-W'
<br />2. FOR NFYI WOOD F1MN6 CONSIRUCOOIL WOOD MBIBFRS 10 BE SOEIt M
<br />PSE NA.: 2• w/ SPEO4ClNSRY OF 0.63 OR EOLLN„
<br />W
<br />V
<br />`v
<br />O
<br />W
<br />U
<br />N
<br />�
<br />•VJ
<br />�
<br />0
<br />0
<br />O
<br />O
<br />LL
<br />0
<br />.�
<br />N
<br />O
<br />s_
<br />PQ
<br />.�
<br />V%
<br />N,
<br />N
<br />,J
<br />Lo
<br />Q
<br />1 r
<br />(.
<br />m
<br />It-
<br />v
<br />=
<br />.a
<br />N
<br />(loco
<br />c
<br />> �
<br />0-
<br />cn
<br />♦�
<br />O
<br />I�
<br />U
<br />O
<br />U)
<br />CIO
<br />G
<br />Z
<br />Z
<br />d
<br />J
<br />SHEET NO.
<br />SH 1.1
<br />
|