|
t_' _! I II
<br />rAeMtIY ASS.
<br />IRA.
<br />TION
<br />��
<br />ill FATS
<br />COYDIT OM
<br />41a.0. -75.3
<br />70• OR I=
<br />2 9/,r
<br />BOLTED •
<br />V. T. V. ,1Y.
<br />2'W a 31Y
<br />+69D. -75.3
<br />7d OR MLR
<br />2 7/D'
<br />IOL1ID •
<br />a' 4 4•W
<br />• T / /P.-IOA3/« k WiNOw AT wmw t aox OF MNFL LENGTH
<br />A
<br />WOMAN S EW FOR E 0..3 ,•MA
<br />APPLICABLE t0ASA
<br />AC,, •�•1Y
<br />OF T EM
<br />MOMM Pon
<br />IM3OIH 1' (RAJ
<br />PRE13URE
<br />•
<br />Ll.at=
<br />TAPCONS
<br />CIEA-M
<br />PNQYATE FORE o
<br />PM6/MIE FUS
<br />m iXIIILROE
<br />19 DISCRETE
<br />m 1:011Gi1E
<br />BLOW
<br />m IXAIaE7E
<br />m ca4waa
<br />12*
<br />MIA
<br />12'
<br />N/A
<br />12"
<br />N/A
<br />2
<br />N/A
<br />t' 4 2' (TOP)
<br />11•
<br />3'•
<br />10'
<br />3'
<br />S•
<br />a
<br />5•
<br />4'
<br />' �O'')
<br />12'
<br />3•
<br />12•
<br />B•
<br />1•
<br />6•
<br />B'
<br />d
<br />' •)
<br />65.0. -15J
<br />N/A
<br />N/A
<br />N/A
<br />WA
<br />N/A
<br />N/A
<br />12 I/r
<br />T1'
<br />2' (BOTTOM)
<br />70. OR LESS
<br />T
<br />N/A
<br />S 1/2"
<br />N/A
<br />4 tf2'
<br />N/A
<br />4 1/Y
<br />N/A
<br />3' (70Pj
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />/ 1/2'
<br />N/A
<br />/ tn'
<br />N/A
<br />3' (BOTTOM)
<br />11•
<br />N/A
<br />12,
<br />N/A
<br />12•
<br />MIA
<br />121
<br />N/A
<br />4' (TOP)
<br />tY
<br />6'
<br />Ir
<br />9 t/Y
<br />12
<br />11•
<br />Ir
<br />It"
<br />4' (BOTTOM)
<br />• LWU To no W. A.S.D. DESCH PIES51Xi RATION.
<br />ASE OW X FOR ANCHORS TYPE k SPACING /tt* WAILLXOO WM OW
<br />ITMl1[ 81ADMD.
<br />ARGUER 1PYM" AM umm KOK owmcE ME Imam OI THIS
<br />Mam1AL FOR Ea LESS DAM EMOM ON SOYDME MUCE ANIMIST SPMCNO
<br />K YU1RYea wom imm OM 8CHMAE W THE FOLLOWINGCACIM FOR
<br />THIS OP[RIDIOM m E FNABML REWL'M WOM O EWO Ingo FACI011 SHOU
<br />HOf E 1E86 T411 11I1W1R1 SOATWI6 RRICARO FOR OIGN HONOR "K A
<br />1M[
<br />f/4h
<br />MIST
<br />1/4N
<br />1/4%
<br />IAFOaI
<br />lWWa
<br />ILL Omm GNlaa Do
<br />3
<br />3
<br />)
<br />7 1n
<br />slFwHlWlat Oa.wY 61L4
<br />R' • If Daa rH ala DU
<br />3
<br />3
<br />3
<br />I
<br />3
<br />3 ,n
<br />3 1/1
<br />4
<br />AM& rA on
<br />IBe1011
<br />i
<br />33
<br />-
<br />As
<br />,AW
<br />m
<br />l l
<br />IJD
<br />IRO
<br />1
<br />+ REM ME5 MOO. Damon BETWEEN BOTTOM OF PAPAL I
<br />AO ® TO BE: I/2' TYnRI�
<br />I
<br />1
<br />++ ROWAVS MK 06MXCT BETWEEN BOTTOM OF PAML
<br />Am M To ev 3/ir 3/Td
<br />MIS..
<br />BULDING
<br />COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />•----- -----_._.- -__-15.125•MAL
<br />-..- 121.300• (FFFIECiNE II4�m.0fA'
<br />C,__.�_._.__.6 I/4 (IMP.)--- __....-_..y, j {'A J74+,•--` LAID• 750" To ai a 66, IIIDj'r
<br />/.. a 12 tn• aG
<br />00' .765`."r>; "+-. 10' DIP' E REVaata♦,
<br />Res• .e4o• (`�
<br />TRACK
<br />.ZsO� ,• tiiFM o BmTiW41f14LMALD STEEL 6�-�-._rE
<br />FDCE SLUAM E 00 Nu TYP. .260• OBIS � 1.01Y -al� i
<br />2.12s'
<br />.-_ ORAL EWE
<br />A a-= qlV. 4B
<br />© STORM PANEL r --- -- ------ - ---- J7s '`tTw.)
<br />1.350• T.366•...- OCTAL A 1-.f-- i--- 2000•-
<br />on $ RIOWE owauIT a/ID,/2 l[D� -2.3Br
<br />D OD AT LEFT WE OF PAN¢ 2O 'N" HEADER O3 "F" TV i O4 ANGLE WM STUD
<br />' PANEL GAA°LVM4- (MILS.) L
<br />F/rmn Do LAW MOANED fDQ ( - Pula •
<br />MOST lO.OS'
<br />�!11330• - 1 W7. SAW
<br />-'_____2'•3•t'�Go.
<br />1•. _ ISOMETRIC Y(NCW DETAIL A �i33'T- 9s� 270' '►wa - Z'rJ OR
<br />ROUNDED CORNER a ENDS OF PANEL'S I_.
<br />2J70' -^ ENO UP W/ KABAED EDGE f • ABL LEND' L-,i'-_ ,Nt2S1. .t2d
<br />(NT.S) 370• ; _
<br />1 .001• o9r J O KEY HOLE WASHER F � EDot PaEL
<br />3.7x• (TYP.) - 3105-Hte4 ALUM. ALLOY ©KEY HOLE AT PANEL
<br />2.1l4' -SE SWEET 6 FOR ADDITIONAL
<br />r
<br />.750•..- d13' UYRAIM F SLEEVE IDIOM a 1
<br />LOSE• � 12r OWN WILD FOR INSTALLATIONS INTO
<br />O SLEEVE 2 118 1 (1YP.) WOOD STRUCTURES.
<br />1280• � J7•• NAY I CY/STY I - R fff-
<br />L130
<br />Fi ,%• 3710-
<br />j` - i t � 1�. 1.000 R a4oT.,
<br />---2.540•-- ,al1d (TYP)• !
<br />•.o�o'r
<br />O7 REV. 'N' HEADER U. HEADER - L + t75W tT�wo)
<br />-I• WN m r Md.
<br />® SL.EEYE �1 s MAX I ODD 1
<br />s.00D----r-, soe' N ® „MCI 11 RJ' TRACK i© PANEL HANGER
<br />.SF4• •xA - FOR
<br />y4' W57OR
<br />.JAM .$• '• GEN (RASE ONLY STE FEI1 E-2 NANO S. ALL PANEL
<br />I .311' .ID6` , �°• ,470' 275• WN.-�j V SE• '.;! SYSTEM) Bo63-t6 AN.UM. PLOY
<br />AMU
<br />) e
<br />t.671" 2oW' 1_.T.. + s t, t- .e o• 1 i ND. 44167 S FLORIDA BUILDING CODE Non ►N h Wteet F u we Zorn
<br />BID,_..
<br />7 GYP) '' � 123' iNH ,4. Or.J FA
<br />STATE OF a01p01+uRoa HG 24 GAGE GALVANIZED STEEL S►M PAMD.
<br />I- 2D00•-- -SEE sEcnorLs --,7 F /1r IN/1//lEd
<br />L. 1L E C O HEN:. PROTECTION PRODUCTS. Etc. ARE.
<br />46d LW. 6, low
<br />'�• d`/ ..li e.�.1-{'i. IM-MaNm . PIIOE� D6a)I�7sa W W, e64w,-. FP 20-175
<br />1® BUILD -OUT Air � BUILD -OUT wr TRACK ©t ® �LERED�WINGNUT P= � � �+ Pv L ,�� ter' "moms N
<br />CONCRETE ANCHORS
<br />1�EET5 9 iFFWGRM 10f:
<br />RED
<br />Mn
<br />SEPARATI TO
<br />m GLUT
<br />SEE SOMID
<br />ON SHER
<br />�J
<br />INSTALLAIJON DETAILS FOR REGULAR PANEL
<br />INTO POURED CONCRETE OR CONCRETE BLOCK
<br />ALTERNATE CONCRETE
<br />C1�
<br />STRUCTURES
<br />AN04MS LOOTPCN
<br />SCHEME ON
<br />EOST9O POURED f7TFNCPETE SamB 1MIpIDN 10)
<br />CONCRETE BLOCK'-__.-._.
<br />REQUIRED. TDUAtE LED
<br />LOCATION
<br />f
<br />REQUIRED.
<br />CMCRERE AECt10RS
<br />SEES9THE GHI
<br />SNFEIS B fls10UGI. 1
<br />COORETE ANCHORS f / 1 f,•" SILL W/ 1A2
<br />--J _•
<br />9HIEE.iTS TNROtMGX 10)-' IA.r I-�/!Y-P.,�.._..__.1
<br />Nau9
<br />F.D. , ,, (... .. 1/a• oc
<br />A Abe
<br />a�D n v MO.
<br />PANEL LINDEN
<br />TSEE SGIEOULE
<br />ON SHIM 3)
<br />36X
<br />OF V
<br />MAX,
<br />0 12t/Y (TC, lj
<br />i
<br />E OF trALL M SW
<br />(ACT. t:ONDHION)
<br />CONCRETE ANCHORS ,
<br />SHEETS 9 THROUGH 10)
<br />CmLm
<br />SECTHM 4
<br />SCALE 3/Mt
<br />O
<br />PO4ELmm
<br />UENGTH
<br />i
<br />-• It ' (ON SHEET 3
<br />1SEPWYM t (a) FIR.
<br />TO I ON SHEETS
<br />(SIDE SCHEDULE pMA,6. 1
<br />u I I OWN 94EET 3)
<br />-- wFU9awAHa �•TkACAe
<br />- -SWEET 3 T
<br />pR MYIw6 1' Yd.
<br />IRaR1BDIY{') PAN E LENGTH
<br />(SEESCHEDULE
<br />�i/.
<br />A�WM�aa F� -
<br />ON SHEET 3)
<br />OF L
<br />MX.
<br />{
<br />1
<br />sox
<br />/
<br />SPACER
<br />IEHGTM
<br />I
<br />OF r
<br />10)
<br />1 No
<br />..__ av-3otNOle eals
<br />sic
<br />ABCONCRETE
<br />!
<br />ANCHORS
<br />C
<br />I
<br />_-__ I
<br />A,LLJI
<br />(9ff SCHEDULE ON
<br />SHEETS 9 THROUGH to)12
<br />1/0- LONG WX. A.URHW
<br />SPACER6 e 0 1/4' O.C. VAO FOR
<br />I POURED
<br />ALL DESIGN PANEL
<br />ICRETE BLOCK
<br />CONCRETE BLOCK
<br />REQUIRED,DDL
<br />LOOTHS P[R SENT ].ON
<br />11 MAX: LONG ALUMINUM SPACERS •
<br />12 1/Y O,C. (SEE TABLE (1 ON
<br />MEETS E A, m)
<br />W��O�G����A�E
<br />SOME 3/0-1-
<br />INSTALLATION
<br />DETAILS
<br />FOR SERIES 2000 At 1000
<br />E-Z HANG
<br />STORM EANEL M
<br />i
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4-4 LAC SUM S r D.C. W/
<br />1/41 LAG SCKXR.6. Olt W/
<br />`�.�
<br />71O1UOED PDETRAttON
<br />m ElOS,1HG VOID HFAOOI.
<br />I`I',
<br />(3) W. r.a• wow
<br />NEADOI woum
<br />1 t/2• 14n 1MFAOED "NET Tipi
<br />_/
<br />FLIT OR ON EDGE
<br />m EMMIM 10000 NFAOFJN.
<br />L.
<br />• C..6 N14.1• SA-S
<br />-
<br />QOWN. /I4.1• S.MS.
<br />J
<br />t.+:
<br />FA DO Or (�
<br />'
<br />`
<br />S u Oo of 4D
<br />^ •
<br />y
<br />Y {
<br />-` L`
<br />isEE DUAL 1n4 k
<br />;
<br />tr i
<br />�i
<br />1 --1_._ t 4Y-10.3M•WAMAS3Y
<br />YS w /6'A3
<br />�
<br />t 4•0 LIG SCREWS O b• O.C. W/
<br />I IJ/ n"I aMMA= w�MMM
<br />NOT[ 1A SFLOW -OWN
<br />off
<br />-6 (w))N
<br />,�
<br />./16• OE ImTlrAT®
<br />�•
<br />4 C'A /tat• ND O
<br />wFA 010 D<
<br />7 ryrH
<br />//
<br />/ •r
<br />Z OCTAS In4 A
<br />SEPAMON I
<br />3 Yi1MYh MS•M/1/9':.3/37' m' I WwnIG NUIie 79
<br />'ro'PY`IU{ EVVIV1MfOVER ly EtR1n aVERW
<br />LAP
<br />it
<br />8 2 1/.•.- 4' - M/ �.: ly 1 .WYmPl rt PLUS "LEw/ N NUT
<br />1 I A •NOTE�IA1{� �MIAW) QLPAED
<br />- )� iOETMTAWS 12 1/2' O.0
<br />�� II 1/4 Mn TiptAQEM.
<br />dv-]SCPM SD ►ERAC111ATMON O j6j2 y '
<br />oT PLATE AT $0013 =0 O* FLO OR ON mu
<br />SD4•1+-10 RANELMTE Pl1a w/
<br />. PENETRATIONS 12 e
<br />Iwo
<br />MA. (2) Y.4•
<br />W&L1100D ^An amuaED ALTERNAME 2"W
<br />FLAT OR ON OMCI
<br />St/LE 1/4'.T'
<br />AMRNATRfE 1'1N
<br />SCALE 1/4-.t• . I
<br />IOIIY
<br />1. INSTALLATIONS ARE OAT VALID FOR SUILONGS WITH ISO. DES 4 LOADS u
<br />VP 70 +48.0, -M3 Pat AND PANEL'S LOOM UP To 51-1w
<br />2. FOR NEW WOGO FROM CpCTRUC110Y. WOW YEAIS[RS To E SOUTHERN 8 .
<br />PINE ft. 2 W/ SPECIFIC OE161M OF 0.56 OR EOML
<br />NQUE-M 11E� pad v
<br />10OD ii �Otl W -,Fp �°°"DI AT D C wotl0 hO'°D'
<br />�Ot�D s
<br />ALTER"I' VE TOP HEADER WOOD FRAM
<br />HOP !BOTTOM IeLPRWIoS CW R WHEW® ANCHOR LDCATIM
<br />IN ANY SCULL 1/4' . I•
<br />rMY ro 61Ar ANY Rd7NLHON.
<br />NOT:: SNUTNR TWOS NOT SHOWN too CLARITY
<br />�,�.. �cENSF �•.•r
<br />No.
<br />'E3•. 4ffV-"-
<br />STAI OF
<br />P=
<br />7 N,r wt
<br />SEPARATION
<br />To QLASS.
<br />Yo.J
<br />If m _1H' L_-J 8
<br />I7XI H a- I'NbTE M BELOW)
<br />1/4'4 LAG SCREWS • r O.e M/
<br />,n• IN, MREADL9 PDETMTIOM
<br />PLATE MFALRfeT FIAT
<br />4'P LAC / 9c1Ers . 6` O.G w
<br />,CR WD WQO HEAL PDETRA1gN
<br />MO,DIN IEitOEA.
<br />/ 7/8 wNG
<br />NP • 1 O.C.
<br />OWA /fat. SALE.
<br />-� • OL ETD OF
<br />iiK
<br />E+VII NM DETAIL 1124 4
<br />TSCPARTON-
<br />TO C/A8. I ,/+y-per/+•
<br />7
<br />Awr3Y
<br />EOS' D,ER P
<br />3 C.. ' r
<br />jj
<br />eElalo
<br />1,r D.D.
<br />1/460 LAS SCIEIF$ a 6'
<br />M (�PSI) p• > ,n' YM oNAFADED PETN7MTIGN
<br />♦ Ym1O1N 11AT
<br />AT
<br />OR W E GEA1E0
<br />E
<br />BUILD
<br />OUT 11121FMG
<br />ALTERNATIVE 4'W
<br />SC/JF 1/4•-t-
<br />IU09'
<br />20 GAGE GALVANW STEEL STORM PANEL
<br />rr.
<br />DAIr, N:
<br />GLOBAL PROTECTION ten'
<br />O7
<br />O
<br />L E�C
<br />4XOD xr. s, sIRMt
<br />PION[: OWL III. M, (WMNM-741L rM� fga)IbP-oA7
<br />b s Ii 11111.IH 4MDIA A Atr
<br />20-176
<br />RATINr. Nr.
<br />Dma
<br />'�"
<br />6NIVI
<br />aY4
<br />3L1tI,„ PL
<br />T
<br />MOT N OF Is
<br />XIIMLftd A.S.D. DESIGN pREMM RATING Inj0. AND CORRESPONDING *
<br />HUM SHINGLE P EL MATH 'L" SCHEDULE ONLY FOR REGULAR STORM 2/4
<br />aINSTALLATION INTO POURED CONCRETE= CONCRETE BLOCK A WOOD ^
<br />(t) 3` MAX__
<br />cHim M---
<br />1• WIN,SINGLE PAKI-Q O
<br />AT TOP OR BOTTOM E]m 1w TRACKS Q)-( ® • =B
<br />WITH teAt'JES L'3) OB • (�F,GT IMOVN7FD At EACH ENE+ D.M.. 2Q. O• 4 -I'r - r T
<br />MAXIMUM PANEL LENGTH
<br />-L+- OR -L-" (".) 0
<br />MA,ORM ASD.
<br />PRESSURE R SING
<br />CONCRETE ATWOOD
<br />•OUA�• f
<br />F3.o
<br />ff'-O'
<br />If'-r
<br />.SILO
<br />asb
<br />FD'-NO•
<br />10'-0-
<br />400
<br />PO'-F•
<br />s=4•
<br />410
<br />01-8•
<br />V-91
<br />Sao
<br />S'-f•
<br />r-41
<br />me
<br />d-r
<br />s•-o•
<br />Rao
<br />D_r
<br />r-r
<br />no
<br />Tao
<br />7'-t•
<br />r-o•
<br />7so
<br />r-a•
<br />D'-To•
<br />no
<br />71I•
<br />r--F•
<br />no
<br />r-o
<br />r-e
<br />TOLE
<br />61-01
<br />D'-r
<br />no
<br />01-9•
<br />D=o•
<br />1fD.0
<br />D'•3'
<br />D'-I1'
<br />ro!•o
<br />t'-a•
<br />3•-9-
<br />rfao
<br />-
<br />s•-r
<br />rfes
<br />s-a•
<br />MAXIMUM PANEL LENGTH
<br />AL+- OR -L-- (ft.) 0
<br />MAX01W A.S.O.
<br />DESIGN
<br />PRESSURE RA11HTAILATIONS
<br />G
<br />CONCRETE k WDOO
<br />BIS t
<br />an0
<br />/1'-4•
<br />2a0
<br />Pl•-lo•
<br />t7'-r
<br />Jab
<br />FI'-e•
<br />ro'-Y
<br />=a
<br />to` -to,
<br />r-e-
<br />4400
<br />9'-D'
<br />Y-t'
<br />4&0
<br />I•-1'
<br />e'-r
<br />sao
<br />e'-Y
<br />s•a-
<br />S&O,
<br />e'a'
<br />T-I'
<br />Sao
<br />e•-o•
<br />r-e•
<br />no
<br />T-r
<br />r-2•
<br />lab
<br />T-b'
<br />Q'-NT'
<br />ado
<br />7'-2'
<br />Sao
<br />r-o•
<br />11-13-
<br />no
<br />Sao
<br />%O
<br />r-r
<br />b'-fb•
<br />two
<br />r-a
<br />s'-r
<br />faXO
<br />0'-3•
<br />51-41
<br />rroo
<br />-
<br />s•-r•
<br />naif
<br />MNARXI SEPARAIDN TO MAN SCHEDULE
<br />MAX"
<br />PANEL
<br />w9NO SPEED 4 170 mV.N
<br />West SPED 7 170 TLPA
<br />(h)
<br />U411LS11MIfIED
<br />Rmnva u
<br />lR4IaS7RAIff.O
<br />IESfRAIED
<br />30 M LESS
<br />1•
<br />233 70 90
<br />1•
<br />7 1/2'
<br />7 1/2'
<br />.90 m 145
<br />,•
<br />,•
<br />T in•
<br />7 ,/:•
<br />1,145 10 IIU
<br />71/2'
<br />NEYIOIIl64 P•Mri 1 FMRTM (1.1 C(10 • dVEM MAUI4TIM2 COMEWI'm
<br />TOP
<br />BOROM
<br />DIRECT
<br />MOUNT
<br />T'
<br />HEADER
<br />•U•
<br />HEADSARGUETNV1gt
<br />1.D9' STUD
<br />"r
<br />•F- Ta1MEOK
<br />W
<br />-
<br />DPW MOIL
<br />46•
<br />32•
<br />32•
<br />35•
<br />LLS•
<br />50•
<br />SO'
<br />4
<br />t3'Xt.5` AND AWAE
<br />367
<br />32'
<br />32•
<br />32•
<br />42'
<br />36'
<br />JIBS
<br />6
<br />r TRACK
<br />SS•
<br />u'
<br />S2'
<br />42•
<br />57'
<br />eo•
<br />BO-
<br />i
<br />W s10E
<br />50•
<br />3Y
<br />S2'
<br />7e'
<br />eo'
<br />S6'
<br />Sd
<br />1
<br />50•
<br />32•
<br />32'
<br />3B•
<br />60'
<br />sb'
<br />Se
<br />�1 /4. 3/4. 4/5. S S A 6/5
<br />1W/6. 2W/6. 3W/7 t 4W/7
<br />r WAX
<br />-----'----._.---'-I•'1' TRW.-1
<br />e it
<br />--i-Z-r-rZ-T-r-I- T
<br />©'@or
<br />tH
<br />UNBOLTED PANELS - - BOLTED PANELS W/ 64t
<br />(SIDE SECTIONS AS (SEE- S M.S. BOLT W/ 4 G OVERLAP
<br />1 $
<br />.to MAX i-.-_�_...... 3* VAX
<br />WN'
<br />1 LOL
<br />1/4. 3/4, 4/5, 5 5 ! 6/5
<br />2/4 1 WIG, 2W/6 3W/77 t 0/7
<br />ANCHORS (SE SCHEME ON SHEETS S. So i11)..
<br />REGULAR STORM PANEL MI ELEVATION
<br />2.M7' N.T.S. //4- Met.
<br />GIP
<br />tl DwL OAXV -N "z W9ILY) j
<br />.,A . •-� SSE9I0IN A -A
<br />MOTET,
<br />(1) M: MAO M MICWME PANEL LDOM FOR A GMEN POWM ASD. OEM UTAD.
<br />L-: MAC ALOOM PANEL LDOO FOR A GIVEN NE6TM ISO. DESIGN LOG.
<br />(2) PROCEDURE TO !DETERMINE M41aRM PANEL LENGTH:
<br />GRAN A PC61IAE ASD. OEM LOAD, OETONK MASH P1ML LODnN 1+• FROM Sol
<br />GIVEN A NEGATIVE ASD. DESIGN LOTH, BETFRMM MOMW PAIR UEN0114 % FROM SO'
<br />FINK MAXIMUM AMDW AU PANEL LOSM a WUAL To THE MIMM DETERMINED NINE L
<br />BETWEEN i4• no 1 •.
<br />(3) SE SCHEME FLOW FOR MIN. MM LENGTH POT PORDSEIYGUA nGATm
<br />r OWWAATWZ INTO WOOD ARE UWM TO 1 95 P.4.1. MAX. ISO. DESIGN PFAMM RATING
<br />s, 10 k 11 FOR MX. AS.R OE310N LO05 4 MAX. PANEL LFNDnIS POR
<br />* ,'
<br />$o n
<br />��• V
<br />S /
<br />.44167 z
<br />*
<br />TAwTE of *
<br />oRIG�• j1\r� �1 +-'EFL
<br />• • 6 -
<br />kA
<br />o ma TRAM INC.
<br />I L E C O Iro.
<br />N- NIP. 4 i 14 a1W aN�L N ilr
<br />�• • oIR � »OIe aT,-Io.
<br />rrua ATwrn%) Pt
<br />24 GAGE GALVAMM STEEL STORY PANELowm
<br />' N.
<br />PROTECTION PRODUCTS,
<br />'LISam
<br />"O
<br />F.ar DIIjF6F-Tw Im. wN4X♦tt-TITHE
<br />BN/Dnd•
<br />am.
<br />20-175
<br />DRUM ft
<br />r
<br />wn 1 r to
<br />INSTALLATION DEIAILS FQR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />YIOOD ARCHERS m GLASS.
<br />Ail f. SCHEME
<br />(0�1/ SWEET 3) ; T/+pw7Sn•
<br />w9C1H)DIIE on1-1N�AO
<br />i:I
<br />i _ tlH1,,LOI ONA
<br />Y• Not,
<br />PANELLOOM
<br />WOODSAM ANCHORS_ SCHEME
<br />Ii
<br />I�rI
<br />.- ON=IFOcm
<br />I-3CN;OAf ON R
<br />T. I
<br />SHEET 11
<br />om. _ i
<br />LENGTH
<br />_
<br />WOOD it
<br />.1 �ADEB. 1 1 I ' EO f
<br />REQUW
<br />�SJ EDT
<br />1�V MAX LONG -ALUMINUM 121n.
<br />' ITABLE
<br />I II ON SHEET 11.)
<br />1M. ! i SEE NOTE •" FLOW FOR LMRATON9 FOR
<br />�4 1���i
<br />►A7t '
<br />I{.._
<br />SEPARATIONI , ,/x' TONG SLEPYES
<br />'L• •i
<br />OASIS PANEL IENGLM
<br />1 j • I
<br />1 (SEE SCHEDULE 1 SEE NEELAH (SEE SCHEDULE .
<br />i ON SHEET 3) i i -PAIEl M1E Ft7YAE ID M FAtEL RATE
<br />tON Sr -::. - --- ON SHEET 3) i -
<br />/a•P-D.I• � • . _ 1- _ ) i PLEA (9E SCHEDULE ON A#EF ,1)
<br />.1
<br />�_/L�Aa 11 ;
<br />aIWaII IF
<br />.
<br />I
<br />SEPARATOR WOOD
<br />----T1.( CU145.
<br />ClAB N EHEDTAE1 PLATE REQUIRED
<br />T
<br />1 I j ON SHEET 3)
<br />1 1 j
<br />; ALTERNATIVE 2W'
<br />GME 3/S-r
<br />Nil ► H - .(1 'Su; SCALE,
<br />\'J
<br />r FOR . PANEL LENGTHS k
<br />1 1 5H L .�- ei 2Jl/Y o.c. MAX
<br />TANf. DESIGNFOR INNS
<br />LSEE
<br />A§�o LOADSLLOADS INST ATOM.
<br />1 I OF V EO M 1
<br />v
<br />YAM. _
<br />�
<br />41111 12 1/2- 0 1
<br />._ WOOD ANCHOR$ *NIP YO1G
<br />_ I I . Si W/
<br />1 own W*M M We WE I t /Y LOW F:
<br />)t f SHEET 11) (1) WXKL XW a ENDED m A GIBE MM M AM URN IS-r
<br />1 ,ITS: MAX NOW MW MB01O tnr a A NI POM M ROIL AW
<br />2•A4• W000 y I i t -
<br />I NXaMbe LNtlEM OURReHRY ImIFB a fFatr 1f).
<br />`.
<br />PLATE REQLA .. /i MOOD ANCHORS i' YK BVARAHON m aMt IN01m7® \ ! 3 2jA• W000
<br />, ..L' DO 4rE„0R6 oDID TaA OOWPaIOI M Q.yp, YM:. FOWL a a
<br />!' I STAACDTFD w/ STUD yW �
<br />(SEE SCHEDULE ON 10 MM WE AOLLONDRSOtOJm m , 4' I - PLATE FE9UIRED /AY MY[ qR3) AMLL R lItOED MRI1M A 6 H/P O.E
<br />sHEET 11) DOIlIOD Ink
<br />I1QT I[MIDROY FR011 11 In" aG. lMOIIO NNAl1ID GN
<br />_ 6CM
<br />'I (I) G
<br />ND. -eb-e0 Y,.
<br />j 0 (3) WA 24 O K Rib. LDOTN a HIED W M' A AN DPOYIO
<br />� FORM LOANS P M: Loma AIOI ON
<br />DD REWaRM SIfM IeICIN • s�fO101ailL
<br />ALTERNATIVE 2W (411 IRA M WHFO9 M 1WN ON N 61 GN
<br />UA W
<br />DD gym ►AFL somumm a OIBY . CDLV
<br />INro AY oowm INTO FWM WILL SCALE 3/8-1 win Z B4tAL{A10M . 1 1 IDIR BI1001 M A m
<br />ALTERNATIVE I WINO FOR WM m 1. 1 3 AB OtlrA®p ASHY
<br />e
<br />SCALE 3/3-1" (4) IaWLaOT we OILY Fa, we WA aOSTAlEMIa AtO THE OQo iTRH LaP101Q O THE ROADA
<br />OOIo 1. 1 k 7 MR AM E
<br />I ,fM-4K
<br />3': ' �CEN
<br />MOTIFS: %% FLORIDA BURRING CODE Non High Velocliy Hurricane tone
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. Lam wm TIC. N.
<br />NOTE FOR (;,OIEBWATNON OF SECTIONS: DESIGN PRESSURE RATING (P.B.f) AND PANEL LENGTHS g * �' 44187 •: 24 GALE GALVAlptED STEEL STORY PMIEL, ns
<br />TOP AT BOTTOM MOUNTHNGS CAN E AS PER SCHEDUES ON SHEET 3 (EXCEPT FOR - q * ' Sirs/1Nn6M
<br />COMBINED tN ANY WAY TO SUIT ANY ALTERNATE 2W) i y1. SU'TE0 IL ECOIMe. GLOBAL PROTECTION PRODUCTS, LLC. I,ID:
<br />INSTALLATION, s • A`70R10 r A 41m S.W. a slum
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000 GZo AA F, E r TM A A c'RE• FL 133u 20-175
<br />MEA�ERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ISj ••••••..•�1 N..a• 67ID�"Is m-1- P1.ONE: p1I)B�-T1Ma rnls ON)ow-M
<br />DOWN OF 0.55 OR EQUAL. iryryt rA-oomlo wro w
<br />a11.7FR A i- HALL swn 6 Of is
<br />AIMn rw fYIYY k �2 M611S �W WIaLRA, (C) to Ot147R/o rim !NIL_ gySLT_ O - D.55 WNW.
<br />1. STORM PANEL SWIM, ON THIS PRODtR E19LW7ITN DOCUMENT (P.LO.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDMIGE - 1Ja"t TAPCON ANGERS, AT MHFACTVRED BY I.T.W. 6UILOEX, INC
<br />WITH THE 2020 (7M EDITION) O THE FLORIDA SLAI.OWo CODE THIS STORY PANEL WALL HOT BE INSTAUifN AT H2OH _ If14-10 PANELANTE FEMALE IO MID PAELMATE PUTS ANU10R5. AS MANUFACTURED BY ELCO CONSTRUCTION PROOUCIS.
<br />VELOCITY HL"WANE ZONES -WOE / BROWARD CouRm). - ,/4'0 LAD SCREWS PER N.O.S.
<br />DESIGN WINO LOADS SMALL BE DETERMINED AS PER SECTION JOB Or TIC ASONF MENTIONED CODE, FOR A BASIC WINO - 7/I410 . 5/3' WOOD BUSHING. AS DISTRIBUTED BY ALL PONT SCREW. BOLT k SPECIALTY R7.
<br />SPEED AS REWWID BY THE ARISOIGTOIN IWBXE STORM PAPE1 WILL BE INSTALLED. AND FOR A DWECTONWIY FACTOR
<br />KO-0.05, USING ASCE 7-16 AND SMALL NO EXCEED THE MAXIMUM (ASD.) Oesm PRESSURE RATXNOS INDICATED ON SHEETS C1) MINIMUM THINEAOED PENETRATION INTO WOW OF TAFICON ANCHORS SHALL BC 1 1/2' AND 2' FOR ELCO PANELANTE PLUS
<br />3. 9 THRU 12 At 17, IS. AND PANELMMLE FEMALE 0
<br />IN ORDER TO VERILY THE ABOK CONDITION, ULTIMATE DESIGN WAND LOIDS OEFFAIBNED PER ASCE 7-14 SMALL BE FIRST
<br />REDUCED TO ASD. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 06 IN ORDER TO COMPARE THIEF W/ MAX. (AS.O.J 02) MINMIUM THREADED PENETRATION OF LAG SCREW. INTO THE WOW FRALE UNIT SMALL BE 1 1/2' NO TWWADM
<br />DESIGN PRESSURE RATXIS INDICATED ON SHEETS 3. 9 THRU 12 k 17. 18. PENETRATION INTO STUCCO SHALL E CONSO04M AS PART OF THE ROOU RED THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS RED. AS if$, WERE NOT OVER STRESSED, A 3AE NOWA5E IN ALLOWAL
<br />STRESS FOR WEND LOADS WAS BODE USED IN THER AALYStS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) M"ML14 EDGE DISTANCE OF LAID SCREWS, INTO WOOD SNAIL BE AS WDCA10 IN THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2018.
<br />STORM PANEL'S ADEOUNCY FOR IMPACT NO WOO ROWAMM HAS BEEN VERIFIED IN ACCORDANCE *I/ SMIN N 1600.1.2 OF CA) WID11M PDEINAIfON O WOOD BU3H6tD SMALL BE 5/e'. E/4' 0-2o SCREWS USED 4/Ll BE , 1/2* LONG MINIMUM
<br />THE /ROVE MENTIONED COTE AS PER AERICAN TEST LAB OF SOUTH FLORIDA REPORTS P0014.01-01 AND 00219.02-00. AS SHOULD STUCCO EXIST. AM I' UM4M FOR WALLS YAM NO STUCCO.
<br />PER SSTD 12-99 A ASM E 330-02 STANDARDS, AND AAERCAN TESTING LAS SOUTH FLORIDA REPORT 11123.01-10 AS PER
<br />TAS-;I AND TAS-203 PROTOCOLS. NO AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) IN GLSF THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. S7Ui :'O M WOOD 004406 BE FOUND ON THE EXISTING
<br />FLORIDA BUILDING CODE WILL. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTUREBEFNNO SUCH PANELS
<br />ANCHORAGE SMALL BE AS MENTIONED IN C 1). C2) k CA)
<br />2. ALL ALUMINUM EXTRUSIONS TO HE 800-15 ALLOY AND IEMAM (UNLESS OTHERWISE NOTED). SEE 94EET 2 (D) ANCHM SMALL BE 061*10 FOLLOWING ALL OF THE RW4bRO6MnMS AND $PEgnFAFMNS OF THE ANCHOR'S MAHtFAMMIL
<br />3. ALL ALUMINUM $MEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY, 0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL GUAM STEEL AMU A-653 GRADE SO MINIMUM, 0-80 GALVANIZED THROUGH 5) EXCEPT THAT MIEADCRS 'O A(D POLL NOT BE USED.
<br />STEEL DESHXNA11ON W/FY. 922 NPI (AFTER ROLLED). 9. IT SHALL BE THE RESPONPBX M OF THE CONTRACTOR TO VEBSY• THE SOUNDNESS OF THE STRUCKINE MIME BIBRTER IS TO BE
<br />5. ALL SCREWS TO BE SFAOI ESS STEEL 304 dE 316 AS1 SERFS OR OORfOSM RE!PVUHT COATED CARBON STEEL AS PER DIN ATTACHED m INSURE PROPER ANCHORAGE, THIS SNIREW SMALL ONLY E ATTACHED m CONCRETE BLOCK OR W000 FRAHIE
<br />MMLDNM
<br />SWIB W/ s0 A M YIELD STRENGTH AND 90 A. TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BMD0G CODE SECTION
<br />tat t.3.3.4. 10. EACH REGULAR MM PANEL RTH LENGTHS OVER 90', AS PER SECTIONS 1, A 4. S. 6 AND ALMO"I E9 101, 3W k 4W ON
<br />SHEET$ 4, S 6 k 7 RESPECTIVELY; SHALL HAVE A ILGIE[ AND READILY VISIBLE MABLSIIG INSTRUCTING OWNER M EFFORT TO
<br />6. BOLTS m BE ASTM A-307 GALVN4ZED STEEL M A'S 304 SERIES STAINLESS STEEL WITH 36 km MIMUY YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURR"W wARMC.
<br />7. ANCHORS TO WALL SHAM BE AS POLOWS It. THE INSTALLATION CONTRACTOR IS m SEAL/(iMRK ALL SHUTTER COMPONENT EDGES WFIgi RE:IIAN11 N f`.Ol11NUOJ5 COTTON WIN
<br />THE SURDING TO PREVENT WIND/RAN WOUSION.
<br />(A) To EXt5TS4G PORED CONCREE:
<br />- 1/4•0 TMCON ANCHOORS AS YANUFACNIF.D BY I.T.W. BUIDEML INC (Mn, rc.3142 PA..) 12. STORM PANEL INSTALLATION COWRY WIN SPECS ItNOMATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />ON W
<br />- 1/4. 6 . 7/0' CMX M AWHO S. AS MANUFACTURED BY OEWALI INC PROVIDED BY THE JURISDICTION WHERE PFJI•rr S APPLIED i0.
<br />- 1/4•0. 3/4' SOUD-SE7 ANCHORS. AS DISTRIBUTED TRIBUTED BY ALL- POSCREW, BOLT A SPECIALTY CD. 13. (a) THIS PRODUCT NALUATpN DOCUMENT (PLO.) PREPARED Off TM DiMNM IS GENERIC AND DOES NOT P0061M INFORAATION
<br />(WIN rc•3ODQ ".0
<br />FOR A 911E SPECIFIC PROJECT: L0. WHERE THE SITE CONDITIONS DEVIATE FROM THE P_ED
<br />- 014-to PAMLMATE FEMALE 0 k PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />- 1/4.0 ZAMAC NO LIN ANCHORS, AS MANUFACTURED BY DEWALT. INC. (0) CONTRACTOR TO E RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LSE SAM OF INS PRODUCT
<br />SAM ON THIS P.E.D. PRWIDED HE/SME DOES NOT OEHWE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />A 1) MINIMUM EMBEDMENT OF tAPCON AMIa1oR5 INTO P0I111ED CONCRETE SMALL E 1 3J4'; 2' FOR FLOC PANE1.W17E AND CONSTRUCTION SAFETY AT SITE 15 THE WNiWAOTOR'S RiSPONSIBWTY
<br />1 3/4• FOR ZAMC F%LN ANCHORS.
<br />(4) T PRODUCT EVALwnon ooaNMENT WILL BE CONSIDERED INYALD IF MODIFIED.
<br />A2) CALK-N A SOLD -SET ANCHORS SHALL E EMBEDDED 7/0' INm THE POURED CONCRETE. NO EMBEDMENT INTO
<br />STUCCO SHALL E PERT rO. E/a' 0-20 SCREWS USED SHALL E 1 1/2' LGNG MM" 90" SIVCCO EXIST, (4) SITE SFKGFC PROJECTS SWILL BE PREPARED BY A FLORIDA REGSTERE'D ENIGMIEER OR ARCHfTECT WWM WILL BECOME THE
<br />AHD I• MINIMUM FOR WALLS WITH NO STCCO, AID MAT' E LEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. 04PREE7t OF RECORD (E.OR.) FOR THE 1•R01EOT AND WHO WILL BE RESP07rSIBLE FOR THE
<br />BUT WITH WNNC NUTS PROPER USE OF THE P EO EN61PIEF,R OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OAWINGS FOR REVIEW.
<br />A.3) IN CASE THAT PRECAST STORE PRCCAST CONCRETE PANELS, PAVERS. STCCO OR WOOD BONDS E POUND ON THE
<br />EXISTING WALL ON FLOOR, ANCHORS SWILL BE LONG EIDU(RI m REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (a) TBS PER SHWA SEAR THE MITE AND AAL SEAL AND SIGNATURE OF THE PREESSIONAL
<br />IT
<br />ANCHORAGE SMALL BE AS MENTIONED IN At) AND IN A2). ENGINEER OF REIXNC THAT PREPARED rt.
<br />(0) TO EXISTING CONCRETE DL_DOL WALL ASTN C-90 14. SHUTTER M04UFAMW-WS LAIEL SMALL E LOCATED ON A READILY VISIBLE LOCATION AT STOW
<br />- I/4. 0 TAPCON ANCHORS AS M•NUFACTUED BY I T W BUIDEX. INC. PAWL SMIUTIS N ACCORDANCE MITE SECTION 1700.9.2 OF FLORIN BUILDING CODE. ONE LABEL
<br />SMALL BE PLACED FOR EVERY OPE7WO. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />- 1/4' • 4 7Je' CALL -IN A7KI40RS, AS MANUFACTURED BY DENALI. INC. FLORIDA BUILDING LADE.
<br />- t/4.0 X 3/4- SOLO -SET ANCHOR$, AS DWRIOUIED BY ALL POINT SCREW. BOLT k SPECIALTY 00.
<br />- (14-10 PANFLMTE FEMALE 0 AND PAMJIAM PLUS ANCHORS. AS AYWLIFACTURED BY ELCO CONSTRUC110N IINN
<br />- 1/4• • TIMAc NAB1N A1IIOIOHS. AS MANUFACTURED BY OENALT. INC Ep A. T//A,
<br />• .'lr
<br />B.,) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND 2AMAC NIYLIM MICNOR, INTO THE 'r9
<br />FLORIDA BUILDING ( High VeloI Hurricane Zone)
<br />MOCK war SHALL E t 1/4• >
<br />M,v
<br />&2) CALX-IN k soup -SET Aicimms sHAOL E D eam 7/r Pm THE coMoRETE BLOCK visit. N o Er a %,44 7 aDao nTAm. Nc 24 BALE CALVAIIM STEEL S'I MM PANEL �'O,
<br />STUCCO SMALL E PERMITTED 1/4' e-20 SCREAMS USED $TALL E I 1/2' LONG MIpARM STETTED ZrBCjO
<br />AND,• LMIIY1111 FOR WALLS ViN N0 STUCCO. p. 1705r, * �pFMLF M.Yp
<br />sTaT); - L PROTECTION PRODUC.W UjC. INMpI�L�
<br />S-CH - I0EC-
<br />'3L'•.
<br />0.J) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, SI1= OR WOOD WAAOs BE J2ORI AP. a
<br />EXISTING WALL ANCHORS SWL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH P s+ 6• n'•".,. qqN" rW p'•i •p•1- ngMc BlyFer7ygL EAt (IM7WF-q7 2G-ITS
<br />PQuk��I.NAL
<br />ANCHORAGE SMALL BE AS MENTIONED IN 9. 1) AND IN B.2).
<br />'•A1IN14H N Pt AAyLWWU1L/pY[ A iSM Y. PI. ' •• WICF H of to
<br />CONCRM ANCHMS
<br />(SEE SCHEME ON
<br />SHEETS 0 THROUGH 10)
<br />CONCRETE ANCHORS
<br />♦ _ _-1_
<br />(SEE SCHEDULE ON : I_..._
<br />SHEETS B T,IIIOIIGN t
<br />r
<br />1
<br />-i
<br />to
<br />p
<br />CD (
<br />y�
<br />JAL
<br />,n•
<br />i
<br />,('nl
<br />I
<br />�,• W.-
<br />�iE6
<br />LOR/1TON
<br />AL7 CONCIIETf_, vbuRED CONCRETE
<br />ANCHUM OR CONCRETE BLOCK REQUIRED.
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />9raLE 3/s-r
<br />BBiiBBBMT
<br />:.... - 1• Ltd.
<br />1 PANEL LENGTH
<br />.. (� SCHEME
<br />SOS
<br />SHEET 3)
<br />OF Z'
<br />M{1)T,
<br />WAD Oft"
<br />OO TOP mIm611
<br />I.
<br />is Rs W/ MRR
<br />ru
<br />am SHEET
<br />H
<br />E.O.
<br />E
<br />REEO RM. BLOCK
<br />t
<br />1 H
<br />1
<br />V MON.M
<br />L.
<br />T
<br />PANEL LERG
<br />(SEE SCHEDULE
<br />1
<br />ON SHEET 3)
<br />I
<br />I
<br />I
<br />1
<br />1
<br />SOB
<br />1
<br />1
<br />MIA%
<br />1
<br />1
<br />1 -.
<br />' i
<br />T ,n• ac
<br />;
<br />I
<br />mm O
<br />CONCREE ANnaRs _.
<br />BrAo6'ERED w/ BtuS
<br />gem 9 THROUGH to)
<br />(SEE SCHEME ON
<br />11EOIMREDI. • _. __ S ,4H0 e
<br />Oz
<br />CONCRETE ANCHORS
<br />(SET SCNEDLAE oN
<br />SHEETS 9 THROUGH 10 7�
<br />Eb; •
<br />W.
<br />TEPPARAITION t• yd,
<br />7 tSfE SCHEMEi Soma
<br />TO GLASS.
<br />PAWL LENGTH
<br />an ON SHEET 3)
<br />1 1
<br />T '
<br />1
<br />1
<br />111 f,./✓,G`
<br />ED. �j
<br />t.
<br />rE ARMORS
<br />tEOA.F ON
<br />9 T1IIOIDN 101
<br />DR CONCRETE BOCK
<br />REQLOM.
<br />i �yi:•T.11-�
<br />INSTALLATION DETAILS
<br />FOR REGULAR PANEL
<br />(1) INTO WOOD
<br />J.
<br />ALTERNATE LEG
<br />4'.B' (IAn.) EJ05TIN6
<br />_--...• HIS-__.
<br />.l-ZbCATON
<br />REM RZOLARED r'
<br />.
<br />ADMMCY OF EXISTING WORD / !
<br />KAM TO E ttRTFED BY E0
<br />T
<br />REI;TSTERED DING OR .
<br />ARCHITECT PRIOR TO SMRlTTER U ,-
<br />%`
<br />INSTALLATION. r F - I�000 NICHW6
<br />(SEE sCHEDtILE ON
<br />ALTERNATE WOOD AMJIOR$ _
<br />(Sri ScHEIDA E M
<br />I� 1' w 1 41t• IfJt IFR61 MAD
<br />% j FD- :. - taAMO{ to loa a
<br />SWEET 11)
<br />SHEET 11)
<br />hM
<br />v AI
<br />FP J•
<br />-• T 1/2•
<br />L_
<br />-_� TWU.
<br />T
<br />-1
<br />\J
<br />A
<br />•',
<br />BIN
<br />W • 9 1p• ¢c
<br />GLASS 1 1 '
<br />WOOD ANCHORS -
<br />{2' 1
<br />(i�TSG�DUE ON i
<br />MAT,
<br />1 1 �
<br />I(SEPARIQMMIioFM
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