|
Va VC41PULI ON
<br />E
<br />-N
<br />A. !1V
<br />Ll a
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR Ar
<br />SPUT PANELS
<br />94117 a In 'sq�l
<br />0CLn
<br />im"Cow
<br />H
<br />2
<br />A*
<br />c --!It
<br />CONCROT CA
<br />OLUX knCK
<br />4 1/2"
<br />M", to IFULD AAUDCK
<br />SEP 9- 0
<br />KrAIL I
<br />Pet "m
<br />LAr.
<br />r
<br />or Cr
<br />DOW" an GROUT
<br />mr 0. MUM SUDCr
<br />__w sommmos a u
<br />immu AULD"
<br />L (Tvp MP A w"Doo
<br />"00" 0.0"
<br />FECUND u "
<br />w smsm. 6 P)
<br />-72A w,
<br />It A
<br />NOW,
<br />NOTE, MU ALSO BE 14TNAM 0 STIRRIM PANELS ON TOP
<br />LBODTN CAR
<br />OR row SO THAT IF Is LOCAYIED11 TOP OR 90TTOM OF OPENING
<br />(ONE PANEL OPO" W1 TUSE TOP At VOTFOID
<br />MAUTF57
<br />MULLION WNEDULE
<br />AM, i
<br />%
<br />1 4 4:i. T.1 10 M L','j
<br />p F1111f Raqw-1 �.Iffjmmlw_
<br />-4MFA-
<br />W.. MULLION
<br />REQUIRED w
<br />SRAAF tFL)
<br />TUBE VULUCN
<br />2'.3'. 1/8'
<br />1 4�-G. IQ 5-mr.
<br />2' . 4* . 1/6'
<br />;A s'-ft, TO W-la'
<br />r A V A
<br />2* 4' 1."
<br />W-10, TO W-b",
<br />2' 6'
<br />'T
<br />L.
<br />I AN
<br />J,.
<br />t
<br />I 1 1 1 1
<br />Ai
<br />1 f
<br />2
<br />V. M,UAN EVA, MAE MJLU�
<br />-4-
<br />I
<br />SECrA)N Y-Y SPLIT STOMA PANEL LaAm
<br />SCALE SCALE
<br />1URM 4 A-061 z 0 11:4 Ell IM161AZA411 WMA Z321
<br />-1-7 2
<br />2
<br />1 71
<br />IN
<br />MEAR,
<br />MULaON ALTMMAMM
<br />scur, Ile - I*
<br />N07ES
<br />LAM LOADS
<br />1. INSTAL NS ARE ONLY VAUD FOR BUILDINGS WITH A.SZ. DESIGN
<br />UP TO Z.5, -72.0 p sLf, AND PANEL'S LENGTH UP To 8*-S*
<br />2. FOR NEW WOOD FRAME CONSrRUCTOW WOOD MEMBERS TO BE SOLIHERN
<br />PINE NO. 2. W/ SPECIM ]DENSITY Of 0-55 OR EOUAL
<br />ttQ7_fQ&COMB#NF_TQN Qf SE,-T?Qhs;;
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN AW WAY TO SUIT ANY
<br />iNSTALLATON.
<br />FLORIDA BUILDING
<br />AFAFN. N"
<br />4-
<br />A
<br />'Fr-
<br />cmuc FLOW Maumma WALL & FIOOR MOUNTIN
<br />IbM1fiUARQK_-_AL1MUUM_M INSIAUAIM - ALIMNAINt
<br />(SECTION A? TOP IS LIMITED TO +55.5-67.0 MAX. SCALE 1/4' 1'
<br />AS.D. DESIGN PRESSURE RATING)
<br />SON F 7/4- 1-
<br />-1
<br />FLOM MOUNMG
<br />LLA,nON - SECTION
<br />Sc^L
<br />CONCRETE AAAC`�__ CONCAVE ANCHM AM 0ON04M AMOKFRI� SEE SCHEDULE ON WErr 4;
<br />(SEE SCIACXAA ON (SEE SCHEIRU ON--\,." raft WOW 100, STE SECTICIL OR Vots 's
<br />SAW 14) SRECT I')
<br />2 8
<br />0, AM r*IA 0� 24/4, 3/4 OR 4/4
<br />1W/I :IW/15
<br />POURED CONCREM r*11 _ __ _F* a..
<br />A I
<br />POUM COWAM
<br />q I I 1- 11 _11IJ I.- T
<br />1
<br />j i H 1 11
<br />'a J
<br />An Ammi w7ump PAR (MM" "101.) (.fmm P*mma)
<br />I I ;.I
<br />CLAM i I .. - I H I
<br />;Zlgffo c 9
<br />Xt" _4�7- L ,
<br />SM 0 12 1, Sm 0 12 fIr Oz�
<br />CME 0)
<br />DET 211t)
<br />77"r
<br />OR 1 1
<br />G
<br />POUND OOMmm � I i I
<br />LLL
<br />e
<br />L*1/4. 2/4. 7014. .3/4 A1/4 L*11. 2' 72, & IW/15
<br />11TERNATE LOCATION
<br />LIFE SAFETY PANEL
<br />WIND M SAFM PANELS LOCATION
<br />ARRA Fr
<br />1. REG" PANELS W/ OR WXW PO (SEE NOTE ISELOW)
<br />W/o REGULAR TPA"S (SEE AN
<br />BE=
<br />I;Arm PANEL OPENING SNALL
<br />SKET I-) POUND OR WE S6
<br />OOKWE Awm
<br />(SU SCWDUtE ON 77=777, Uqr SC AS
<br />A
<br />_�ETY F.1" K,11=
<br />C %ral
<br />TFIW AF
<br />REQUIRED
<br />c� _el� �, - Fin) OPTION If I F STORM TO BE AWALLED 00 REMOVED FROM INOE
<br />CONCRETE FeclORS1 PANELU & ab OF STRUCTURE
<br />ISCE SCHEMI ON A I
<br />SHEET
<br />ELUAMON
<br />WALL MOUNTING INSIAUAIM WALL SCALE 3/32'-1'
<br />SECTION I - SECTIOR 2 SCALEc 3/r - I' eum,
<br />sr.": 3/8" - I* 60nop GAP
<br />F, LIFE SWM STORM PAND. CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) cile,
<br />OR AS AN ISTERIDR PANEL, (ANY PAWL LOCATION IN SEMEN END PANELS). PANELS
<br />LIFE PMj"
<br />SUM PANELS MAY OR MAY NOT BE PWAULLED AOWEW TO REMAq PANELS
<br />(W/ OR W/o REGULAR TRACKS) SEE W;R 11
<br />PANEL AS SECTION 8-0
<br />2 LIFE E�a PANEL CONSWS OF OLM* GALVANIZED STEEL STORM
<br />PER SHEET 2 Of DFMAANIG SCALE S/32--l-
<br />TICS TSELF TO BE REMOVED OR MWALLED FROM THE IWOE OF
<br />STRUCTURE.
<br />BE COMPON 2 DF`TNLS ORWINC, - !P�
<br />J, LIFE SAFETY TRAD I- BE COMIPDNENTQ)* aCrOM TRACK TO
<br />g1xv Sw ,
<br />.Y HE INSTALLED WALL OR ADOR MOUNTED FO OWING SECI
<br />y
<br />COMPONENT roks 1
<br />&ENS,
<br />2 ON THIS SWrt, AS WELL AS DEtA3,5 1 2 ON SHM 14.
<br />FLORIDA BUILMG CODE (109h Vel*cfty Hit time 20"0)
<br />4 ML.. z
<br />. , LEXMII FOR k MaDi'a T&Cm m FAA
<br />09. A94CI40R SPA=FM0R`C= 0 ANCHORAGE AT SMOM is GIVEN ON 20 GMX GALYAMIZED SIM STOW PANEL
<br />SCHEDULES J& Z SHEET 14, 1
<br />COMPONENT MAY BE PERMANENT 00 REMOMSLF�
<br />SATE VVI
<br />MAW PROTECTION PAM
<br />5 SEE KTAILS, FOR INSTALIAr" INTO WOOD FRAME FOLDRIGS ON SHEE77 15. PRODUCTS. I.I.C.
<br />wo
<br />11LIECOomic.
<br />......
<br />At 20-176
<br />"Ce, (IF MWIL FIL,
<br />6 SM SHETT 4 FOP DETAII, APPILICABLE TO THE NECESSITY FOR TME fWALLAT-aN OF LIMA. w-lotte F`UL_
<br />SPACERS AT TRACKS ItWALLED AD.FACENT AND BEYOND TO STUCCO/WOOD SMOS,
<br />PL CA-CCOSTI. III ik. I I
<br />MMIMUM A.S.R. USIGN PRESSURE RAJING (12.s.f.) AND CORRESKMDING
<br />MAXIMUM PANIEL LIENGM = SGRIEDULL
<br />(VALID DAILY FOR PAMELSI'il &M INSIALIATIONS AS PER SECTIONS I MM in M 131611% A- A A &I
<br />wommum A&C,
<br />;-7�� _KM
<br />De
<br />_.gL
<br />COND
<br />fAM Lm
<br />OF INDIA
<br />.55A -7"
<br />r-v OR LM
<br />2 11�V
<br />Lle%M
<br />I TWU 5 a 7
<br />SSA
<br />17'-S' TO or-s' m..
<br />2 3/**
<br />UONGLIW
<br />I TMRU ll a 7
<br />S&O. -710
<br />�W-r To w-2, -1
<br />2 1/2
<br />lop
<br />71"MMOI
<br />6
<br />"3A. -4310
<br />121-- OR Use
<br />3 'Ir
<br />9 to 10
<br />WITC IF/ 1/419-nel* 34 KS At WO~ Ay WOW 410.11001M OF %KL
<br />MAXIMUM A.L FIRE UJING (0.21) AND CORRESPONDING MAXIMUM ANCHOR
<br />WMING SCHEDULE FOR REGULAR SIM PANEU (1) & & INEAUADONS
<br />INIQ EXISTINQ CONCRETE & ONCRETE BLQGK SINCURES
<br />colt ONLY IN PANELS (1)& 0 DISTILLATIONS AS M SECNONS I THAW 7. OW SmEEDS 4 a 61
<br />DESON
<br />PRESSURE
<br />%.I" I,.,)
<br />AFAAAAEAA ARGAEFFE IV"4 FOR L& - 3 'Ir
<br />APPLICABLE To
<br />swras f IANUMAM PAMEL
<br />ON "W%00. LERCT"
<br />OF 11415.
<br />UPOON
<br />OF INP-amp
<br />CALL
<br />PAWDAVJE FEEVE 0
<br />P..amlr
<br />m COMORM
<br />I. ""E"
<br />10
<br />040"
<br />IF
<br />in C"E"CE
<br />cc
<br />al%atm
<br />in mwwm
<br />1*
<br />low
<br />in 00oFmTrl
<br />To
<br />oo,$QWM
<br />It"
<br />I N/A
<br />AVA
<br />a,
<br />/A
<br />r
<br />k/A
<br />MIA
<br />0.
<br />e
<br />NVA
<br />R/A
<br />RIA
<br />/A
<br />2 (TOP)
<br />r
<br />VIA
<br />%/A
<br />N/A
<br />r
<br />A11A
<br />Ir
<br />N/A
<br />2 (OOTTOW
<br />mS -72 0
<br />AVA
<br />4A
<br />x/.
<br />AIIA
<br />FAIR
<br />3 &-cw)
<br />r-r OR Los
<br />Co. LEW
<br />VIA
<br />N/A
<br />6.
<br />/.A
<br />".1A
<br />6.
<br />Nth
<br />El'
<br />4 7 (BOTTOM)
<br />NIA
<br />%/A
<br />2 I/rI
<br />a
<br />SM IFFETE In 0 11 FOR ANWAR WK A SPRING FOR PoSTALLATKAS FCO *NO FAIMUFF
<br />WMW ANGIER VAORES AM UNUM EDGE DISVINICE AM *MCA= ON INS SIPIORM IN ILQ JISS
<br />nVo NICACCID OR NOW" AIDUCE ANOM 9%CM 61 MIA.WLYIND SPA04 It"(001 ON SCIOLAX BY
<br />INE FULC"C FACTORS, " THIS OPEW 10 K POMLJL NVOLACED MOON 0111AFFIC) USM VACM
<br />SlVU W at UQi$ l)Vwv ***UM SUMCIN M �TW FOR LAC" RACXX TIAAE AT ANCHORS LOVAD
<br />#Mom In
<br />Ile.
<br />or uo�
<br />I/e.
<br />PA�_
<br />FVMI a
<br />1/41.
<br />Ail
<br />low
<br />w
<br />I/tIv-
<br />-I/**-
<br />Oft glum 0.)
<br />3
<br />5
<br />1 2,12
<br />3
<br />10
<br />5/9- LONG WAO KO"W/
<br />r Its, us I� a 214- D.C. MR
<br />4016 UP TO a -a Won 6 1/4* ILCL
<br />Fits Lv TO w-r MAA- OR �1,110
<br />GRr W" I lIr me, THRIADEDUP
<br />_:O MEAM MR ALL. LEW"
<br />ON SHUT a
<br />FOR
<br />SD%RANN
<br />To cues
<br />ED*
<br />r 0
<br />lot
<br />Ile m A we LONG emu OLS�"
<br />M/ SS, us. 0 6 1/.- Ox
<br />FDA Open. wws w it $1-W AM a
<br />FIN LIP To Ir_v
<br />r.." PUCE
<br />OR 4-10 OR
<br />FECUND
<br />PANCLAMFIE PLUS to
<br />:�". TIWAM
<br />or Drip" WOW PtAlt FOA
<br />LINGTHS UP TO
<br />ALL W-V WAF.
<br />DIRMT
<br />INSTALLATIO
<br />AWLTIENRNAIWE-_910f
<br />SCALE 3/s.1,
<br />INSTALLATION DETAILS FOR REGULAR PANELSJ) A dA
<br />INTO EXISTING WOOD STRUCTURES
<br />V
<br />V4 $.On 0 . W=;m IF
<br />wal = mw
<br />_j ARE CO'
<br />A. _P"
<br />Ell'
<br />ED'
<br />ED
<br />ED
<br />.10UPIP I Kamm
<br />ALTERNATfIff-M ALTERNAIM
<br />SCALE 3/8-1- SCALE 3/a-i-
<br />SEE SCHEDULE ON SMEET
<br />MR MA, SEPARATION
<br />TO CLASS I
<br />ED
<br />It
<br />Ell'
<br />1,�
<br />I r;� OR 1
<br />DO IQ
<br />fall
<br />ED-, 1/2- f
<br />FECUND
<br />*003 -w
<br />FECUND
<br />EaM.-R.
<br />KI I
<br />ALTERNATM 3w E 4W
<br />I l/.1M$= 0 4:4;"*
<br />L_ LI co I I
<br />n., IkATE At OF PLATE. SCALE S/a-l- SCALE 3/8-1-
<br />ANCH08 M
<br />90TE i SHUT" TRACKS NOT SWOM FOR CLARIFTY
<br />CA
<br />NOTE
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO .55 -1210 PSF AND PALNEL'S LENGTH UP TO 88'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECInc DENS17Y OF 0,55 OR EOUAL
<br />NOTE Em mmmrpti OF SErmu
<br />TOP & BOTTOM 61CRUNTINGS CAN BE
<br />COMBINED IN MY WAY TO BUTT ANY
<br />INSTALLATION.
<br />STUDS 0 rVm
<br />OVERLAP
<br />112 1
<br />Z C.)
<br />IT-ANEL
<br />END
<br />W3 10 1 1 h V TTI q I Z c W, 1114 14 11119 4 F.111 a
<br />1:41
<br />vun 0 EVVIV
<br />1/ 0. C.
<br />S/6- (Cox
<br />y im- CASE U)
<br />"Paw
<br />OF W-&w
<br />mr-im
<br />Amommor MINE: 0
<br />APPL94ILK TO
<br />DES"
<br />socimm" 0 &
<br />commem
<br />momw PAMEL
<br />LOW" it")
<br />TO
<br />TO
<br />in
<br />in
<br />CONCIRM
<br />DO
<br />10
<br />10111m
<br />RAT.0 t-fJ
<br />00"
<br />c"I'm
<br />BURM
<br />CONCRETE
<br />SLOCK
<br />CONCRETE
<br />OOMCNTE
<br />SUM
<br />OF INDIA
<br />X/A
<br />N/A
<br />1.
<br />WA
<br />R/A
<br />I do 2 (W)
<br />S,
<br />I (BOTTOM)
<br />cr OR Las
<br />N/A
<br />N/A
<br />MIA
<br />6'
<br />N/A
<br />N/A
<br />I/A
<br />I A, 2 (FOP)
<br />65.0 -720
<br />9.
<br />5�
<br />9.
<br />7 1/2'
<br />1 (BOTTOM)
<br />'51-01 TO 7*-Ir
<br />4550 -72.0
<br />w
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />6.
<br />N/A
<br />1.
<br />N/A
<br />I It 2 (TOP)
<br />To u.-S*
<br />L
<br />A v
<br />4"
<br />Rv.
<br />6
<br />IS.
<br />1.
<br />0'
<br />1 (BOTTOM)
<br />AMXVPA A"
<br />DES"
<br />PRESSURE
<br />RATED E1i
<br />ALE I WO 0 511r ARM TOP It #04
<br />UK A DING 41Y MA, FIF130 101 9 A0011)
<br />APftJCASUE TO
<br />- 1
<br />SEC I &
<br />Lmy =4101
<br />OF 71,04
<br />MAXIMUM PANEL
<br />LENGTH IL" (it')
<br />TAPCON
<br />MW G%JN
<br />mma
<br />10
<br />DONORM MAU
<br />.49.2
<br />r I.
<br />4 1/2' 4 IL2'
<br />2 (BOTTOM)
<br />r-r OR LESS
<br />+523 -Se.0
<br />3.
<br />4' 4
<br />2 (BOTTOM)
<br />7*-0' OR LESS
<br />+55-0 -72,0
<br />2 1/2-
<br />4- a 1/2
<br />2 (BOTTOM)
<br />7 s* OR Lrss
<br />ZL2.,.2
<br />2 1/2- 2 1/2- I
<br />N/A N/A
<br />2 (BOTTOM
<br />1�172
<br />G
<br />N/A N/A
<br />3"
<br />2 (marrom)
<br />BUILDING CODE
<br />ALTERNATE �01 /�4`%
<br />1-
<br />LOCATION
<br />AT END PANEL
<br />)
<br />1
<br />1
<br />1:
<br />:
<br />I
<br />TW
<br />r
<br />OR
<br />_3*_ f2
<br />J XOR mPF=
<br />SFIACWO SPACING
<br />MI,
<br />DEWL 2
<br />iQ INSTALLATIN (AEPUCABLE M SCHEDULE 2)
<br />$CALL- 3/ilr - I'
<br />CORRESPONDING
<br />MAXIMUM & LQ AND
<br />MMIMUM PANEL LENGTH *0 SCHEDU
<br />.........
<br />7
<br />No. 4416
<br />IS
<br />SEE SIM Is FOR moon m a SM" "TAULATIONS "in wwo FRAME swum
<br />VMWM ANDW WWOM MAP WAKU EDGE DISTANU AN INDIGOES ft THE SCNCDLAX, FOR
<br />ED LESS 11" 090WAM ON SDCMAZ MEN= APENOR SPACING BY MULTIALYNG VA000,
<br />INI.E. OF. S09MUE Bf THE FOUMM FACTORS. FOR TOM OPERATOR TO BE POSSIBLE.
<br />FIEDUCED SPACING ONTANC USK FACTOR SMALL NOT BE LESS q� ANVU&M SPACING
<br />POICATTO MR LAC" ANDIRIA IYPE 9 ANCHORS uvm�
<br />IeA�_
<br />Ile.
<br />Ile.
<br />MOM Well
<br />"saw
<br />an"'m
<br />=
<br />__ -
<br />Pa-DAIM
<br />PLAI,
<br />CA"
<br />FRA, AMC"" vwxx N
<br />3
<br />3
<br />3
<br />3
<br />2
<br />I -Mew DNA* 00
<br />3
<br />3
<br />4
<br />mum. Eft am mum
<br />meat
<br />- - L 2
<br />--
<br />__
<br />t
<br />r
<br />1 40 . I
<br />j
<br />I
<br />3 t/r
<br />-
<br />CODE
<br />INSIALLATION
<br />INTO
<br />DUAILS EQR REGULAR PANEU
<br />&
<br />EX!SIING WOOD STRUCTURES
<br />--------
<br />11-10 PAMELAMIC PLUS -
<br />-0 IF Ig
<br />JI-10 PANEUMATE PLUS
<br />1'*'
<br />�
<br />_V4-10 PANELIMLIT PLUS
<br />6 1/4- OX, */ 1 7/15'
<br />g
<br />THNAI 0
<br />g�/
<br />EXISTING WOOD HrAIDER
<br />C1 4�r"l
<br />W TO
<br />EXISTING WOOO HEADER
<br />m%?w
<br />11
<br />1HRfAOE0 PENETRATION TO
<br />EXISTING WOOD HEADER
<br />I
<br />L
<br />-
<br />CAW VAUD a
<br />:
<br />1
<br />CAR, SILD &
<br />sm a I
<br />2.
<br />I
<br />.
<br />5 I/A* "
<br />A
<br />Cc
<br />WOOD NEVER
<br />REMAINED
<br />WOOD IlEADEA
<br />REQUIRED
<br />50 SONEDULE ON
<br />Slow
<br />SEE SCICA" OR
<br />SEE 9011110DULt ON
<br />imPhAina,
<br />in avml
<br />nr wo, 90"ovint,
<br />TO CLASS
<br />FOP, VIA, SE�IRW
<br />TO GLASS,
<br />A01- PANEL LEMM
<br />Us. PANEL LENGTH
<br />MCA PANEL LENCTIl
<br />ss,
<br />(SEE NDTF 1)
<br />/O.-Imm", a&
<br />j
<br />(STE "ME 1)
<br />7
<br />F
<br />wx
<br />p
<br />OF V
<br />OF
<br />ow
<br />or
<br />mm
<br />MAX
<br />to
<br />VAR, " 0
<br />I/C
<br />vw
<br />we
<br />Cc 1 0
<br />yr -
<br />ED.
<br />t
<br />_j ED,
<br />LAG SCAM
<br />11- 0.11 W/I 1/2-
<br />21.41 WOOD PLATE
<br />REQUIRED
<br />0 _P, _
<br />�2�� ATE
<br />2*.4' WOW Pw
<br />REWIRED
<br />MIN TOREADE
<br />PENETRATION Al
<br />No WIDTH OF PLATE
<br />V4.0 LAC SCREWS
<br />C. STAGGERED WO/
<br />INSTALIAMN
<br />ALL'
<br />AT MIDWIDTH OF PLATE
<br />ALTERNALTWE 5W
<br />SCALE 3/8-1,
<br />DIRECT MOUNT
<br />ifti"IS WMALLATM DIRECT
<br />SUQNG
<br />m
<br />INSTALLATION
<br />wwr 3/8-1-
<br />SCALE 3/s-1-
<br />rl�, S1A- Oft ALTERNATIVES SW. BE At IOW ONLY VALID FOR
<br />SU xS0. DESIGN LOADS UP TO +43.19, -48.0 Co.f. AND
<br />.0 T Wt.
<br />UP To 12,-e
<br />.........
<br />FRAME CONS11RUCTIOW WOOD MEMBERS TO BE SOUTHERN
<br />Vp %
<br />se�9N
<br />SPECIFIC DENSITY
<br />OF 0-55 OR EQUAL.
<br />FLORIDA
<br />BUILDING CODE (Ifgh Velocity t
<br />I OF SEcnoms
<br />No.
<br />41
<br />20
<br />GAGE GALVANIZED STEEL STORM PAREJ
<br />TOP BOTTOM MDUNFINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT AW
<br />INSTALLATION.
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<br />INTO EXISTING WOOD
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<br />FLORIDA BUILDING CODE (ft! Veloctly Hu 000o Zone)
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<br />20 GAGE GALVANIZED STEEL STOW PAMEL OMAN W
<br />S, DF
<br />I 00STALLATIOMS An OkVY VALID FOR B."NOS LITIN ASX- DEPON LOADS UP
<br />."S, 00 AND PAWS LENGTH UP TO 0,-r,
<br />TO
<br />4
<br />IL ECOme.
<br />GLOW PROTECTION PMUCTS. LLC.
<br />Z FOR UM WOOD FRAME CORSTRUCILDIN, WOOD MDMM TO BE SOUTHERN
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<br />SHEET NO.
<br />SH 1.1
<br />
|