|
MAXIMUM A.".
<br />Mae
<br />W Ow -
<br />-ANT
<br />it TO
<br />,t -V
<br />+e0.0. -7aa
<br />7T OR Lag
<br />f •/,r
<br />tOLYED •
<br />,•. Y, 3', 11,
<br />rW A 31111
<br />+S6O -734
<br />70, OR Len
<br />2 7/r
<br />got= •
<br />v A ea
<br />' 90.7ED 11/ ,/►6-2W/af.SPANEL
<br />MA A WMW A WDWM A 4NE OF PANELLENGTH
<br />. a., I Y L.1 I. I ,11• �. ,il it tl . ,•Il ;.�.- •
<br />sND1MMl
<br />A.DIPer•
<br />Mum" MCHM YIOIO n o L 0.. S I/Y »
<br />AFRICA= TO
<br />a 1H1DN
<br />MAXIMUM PANEL
<br />I■"N
<br />RA
<br />(1118.0mum
<br />CANON -0
<br />AMELIW[ FOAE O
<br />ANIMA NU ILw
<br />TO C•k1ERcum3wm
<br />A camom Tf
<br />TO CGIEEIE
<br />To
<br />t0 caNlaarc
<br />66.Q
<br />Ir
<br />N/A
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />W
<br />N/A
<br />1' A r (TOP)
<br />11•
<br />3'*
<br />IV
<br />T
<br />S'
<br />4'
<br />r
<br />4'
<br />t' (BOTTOM)
<br />12'
<br />J'
<br />12•
<br />S"
<br />/•
<br />8'
<br />6•
<br />r
<br />t BOTTOM) ++
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />it"
<br />2' (BORON)
<br />-7sa
<br />r
<br />N/A
<br />a 1/2-
<br />N/A
<br />4 1/2"
<br />N/A
<br />4 1/2•
<br />N/A
<br />3• (TOP)
<br />70' OR LESS
<br />Ir
<br />N/A
<br />12•
<br />N/A
<br />0 1/2•
<br />N/A
<br />9 1/2
<br />N/A
<br />3• (BOTTOM)
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />I N/A
<br />4' (TOP)
<br />12•
<br />6•
<br />TV
<br />9 1/2•
<br />12'
<br />it'
<br />12'
<br />It-
<br />4' (BOTTOM)
<br />• UMR , TO OLD Pat. A.E.O. OEM PRESSURE RATING.
<br />AIR •ART ED Fa MCHM TYPE A SPACING IN own4m I{ INTO wm
<br />RNE NEsm
<br />NAAM ANCHOR M COM MD M/6MM ODIIE DMYMCE AM PWXW ON THIS
<br />Sp■Illt. POP LO un TRAM mocom ON SOEOME REDUCE ARDOR SPMM
<br />M ALTIRWIG VACNO •LOAN W SCHEDULE INTIE FOLLOWING FACTORS. FOR
<br />■ TOM OPERATION TO BE PORL KMM YACMI MMM UNG FACTORY
<br />AN K LOB 71001 NNAM SPACING WI M(p IN CAN A C OR TK A
<br />MCHM UDOc
<br />A110OTHIS
<br />1/4Tl
<br />t 4*.
<br />1/4%_
<br />WYt-w
<br />1NWW1
<br />_-1/4
<br />Mw Now We=* w
<br />3
<br />a
<br />3
<br />3 ,N
<br />VON OI." w
<br />(RAM`) oWWlb 6.6 w
<br />3
<br />3
<br />3
<br />a
<br />3
<br />3 1/11
<br />a ,/a
<br />4
<br />NRR u WR Gomm
<br />f6INa
<br />I lIr-
<br />-
<br />a 1
<br />-
<br />- -
<br />E.-
<br />pal
<br />Im
<br />1
<br />+ REOURE9 M.E. OWN= IUWRN ATOM OF PANEL I
<br />AND 0 TO BE: 1/2' ,n
<br />Mo.
<br />1
<br />++ RMUM Me 0•TAI[NCE sm 60RDY or ► Sim
<br />AND 0 TO W.3/1r 3/te
<br />6L,
<br />M.A.
<br />NSTALLATION
<br />RETAILS FOR SERIES 2EE0 II( 1000
<br />INTO EXISTING WOOD STRUCTURES
<br />-' 1/4'0 LAG loom • 4. O.C. N/
<br />E-Z HANG
<br />STORM PANEL n
<br />4Y LAC SCMM • /' D.C. W/
<br />1/2• MH. THREADED PD m"m
<br />ro EX6104 WOOD WACO.
<br />(,n WI. 2•0• NOW
<br />NEADOI INUAMD
<br />1n• ,AM. ►DLiMTgN
<br />MT a W EDGE
<br />EDGE
<br />= mE
<br />k'%151N10 W000 NFAODt.m
<br />� Cyn• �la.l' SAI.S.
<br />END or
<br />0 IIA. Do or
<br />$
<br />1
<br />(SR OVAL 1/24 A
<br />.1 . _). 1//t f-20V MASS
<br />tAe AT W/ 7A ha/af
<br />1/r Men 11wMAp[0 IpIV1N110N
<br />TO �WIN6 ■W! HEROIN
<br />or limm
<br />WCpp FR�pp� It Nun LOP ,IAICt
<br />MI)DWOrN OF EVERY
<br />4 C.*tY,• BALL
<br />FA 00 Or
<br />RWSLED }I
<br />� Y2qqJJ// Apr
<br />2lPAATIW 10 O
<br />GLASS. OVERLAP
<br />C
<br />! , 4i-ILIA ••
<br />TO 7 a:•
<br />J�
<br />4!
<br />e PLUS III
<br />y �
<br />HOD[ ,A \ 7///9 IN. I AI DED
<br />B0OW) P[NEIRATIOIN 17 1/Y O.G
<br />�\ � I 1/a TAG SLTDY6 • I' O.C. W/ (9 YM'
<br />POML1130pU I o�o �LArc HtEOLIwm
<br />Of "P A7L :T aor aY Fu Est aN ECOE
<br />! 1�-10 PANLAArc PLUIS W/
<br />7 M.n 19,E1MTgN • ,2 •
<br />,mG
<br />Mln. WMYN• /o7om as m �2"W
<br />ON
<br />SCALE ,/4'-1'
<br />ALTERNArnE 4 '1M
<br />SCALE 1/4•.1- 1 \
<br />1. O
<br />1. UP TO 11T10N6 ARE 3 A V AND
<br />*d WWONGT WITH O W 10". LG1D3
<br />LX ro .96.0E -7e.3 P.t A,D PANEL'S LEMUGTH, to ro 6•-to•. $ '_
<br />2. PFID ile. PLDA F7 COHSISPECOIC �ITY OF:D1 MEOR MBERS ro 6E fWlIEIIH
<br />i �AR T7p� U¢ •SOP
<br />■4L A6 PMIEI (M 00NAIC q S}R4CR9 ® OR® AT�•OnOLN,LT TOP 06
<br />OM ■EGAD EERIER 1
<br />IITm OR 2000 ELWO NETWIOON ME aN 9WV 2T AIEDLaWD
<br />VIOL ea NnISNAIDN NIF ,WLmA AL7ffiIAiIV[ BOP NRIOEER YBlow Mi
<br />TOP • BMW HOUN1N06 CAN at COMMAND IN ANY
<br />PATTO svI AY ,NVALImm tXIA61 1/r . 1'
<br />NOR : SHUTT01 Ifthm Nor RNNN FOR CLARIFY
<br />7�/edWl(��• _
<br />7
<br />�1
<br />L
<br />NUR
<br />NOR IA eDOW)
<br />r. LAG SOKNS • r C.C. W/
<br />1/2' MMT,IHWA,DTD PEWMTXN
<br />- W. 2'"4• WDOC
<br />PLATE RCOUEED FLAT
<br />4Y LAD 9EIEWS • r O.0 W/
<br />tn• On. DINADID PDEIMTO.
<br />LNG" O WOOD HEADER.
<br />-_e , O.0
<br />(a - /,Mt• Sal.
<br />DUAL 1/2. A
<br />HEADER REQURED
<br />2 7n• Fan
<br />r.l 4Y-SOJ/4;,?to A W/ 71V.V 3'
<br />ce„L Nur N{ .C.
<br />1/410 LAG SCNM •
<br />a i al PENFTRAIGN
<br />WW OPLAN UK
<br />ALTERNATIVE VW
<br />SCALE 1/4'.1•
<br />FLORIDA BUILDING CODE (FRGh VaNNRv NuMeen• Man•1
<br />.iN91a ad ■aa Mrs smow k i , Niaa6 wHu Yfte fL (C) TO XWMl0 WOW 1 SPECIFIC GRAVITY C . 655 NN L
<br />1. STORM PANEL SHOWN ON THIS PRODUCT EVA,LN71E1 DOCUMENT (P.E.D.) HAS BEEN VIEWED FOR COMPLANM II ACCORDANCE - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.w. SURM. NC
<br />WITH THE 2020 (7I, EDITION) OF THE FLORIDA BUILDIN. CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT NIGH - /14-10 PANEMATE FEMALE O AND PAAIOl,NYE PLUS ANEMIAS. AS MANUFACTURED UT ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (RAM MI -CAGE / INGAPARO OOUNTES). - 1/4•0 LAG SCREWS PER M.D.S.
<br />DESIGN WAND LO4O11 SHALL R OC VX" AS PER SECTION 1600 OF THE ABOVE MENTIONED CODE. FOR A BASIC WHO - 7/16'0 a 5/0' WOOD BUS". AS DISTRIBUTED BY ALL POINT SCREW. DOLT A SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE Jll OMCT10N WHERE STORM PANEL. WILL BE INSTALIED. AND FOR A DRCCTIO4kM FACTOR
<br />KD-0.63, USING ASCII. 7-16 AND SHALL NO fXCEEO THE %AXWUM M-D.) DESIGN PRESSURE RATINGS INGCATM ON SHEETS CA) MINIMUM IWADED PENETRATION INTO WOW OF TAPCON ANCHORS SALL BE t 1/2- AND 2- FOR ELCO IAKLM419 PLUS
<br />3. 9 THRU 12 A 17. 16. AND PANFIWLE FEMALE ID.
<br />IN ORDER TO VERIRY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS OE1EM11NE0 PER ASCE 7-10 SHALL BE FIRST
<br />REDUCED TO A.S.O. OE81011 PRESSURE RATIG BY MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/ MAX. (A.S.O,) C.2) W*AN THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SMALL BE 1 1/2-. NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 A 17. 1& PENETRATIONINTO STUCCO SMALL K CONERED AS PAR OF THE REWIRED THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.C.D. AS VESTED WERE NOT OVER S1AMM, A 33R INCREASE IN 41.0110NE
<br />STRM FOR WM LORDS WAS p■ USED IN THEW ANALYSIS. FASTENERS SPACwO TO WOOD HAS BEEN DETERMINED IN C.3) NMMUM EDGE OKTANCE OF LAC WRM. INTO WOOD SHALL BE AS INGCIUED M1 THIS OMWNIO
<br />ACCORDANCE WITH N.D.S. 2019.
<br />STORM PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN NVOIFI D N ACCORDANCE WITH SECTION ISM.1.2 OF CA) MINIMUM PEIEIfA OF A000 BUSHING SHALL BE 6/e•. 1/4' 0-20 SCREWS USED SMALL K 1 t/x- LONG MMMM
<br />THE ABOVE MENTIONED CODE AS PER AMEeGAN TEST LAB OF SOUTH FLORIDA WORM POs/4.01-01 AND /0219.02-09, AS SHOULD STUCCO DRST, AND I• MDAIMUM FOR WALLS WITH RO STUCCO,
<br />PER SSTD 12-99 A ASW E 330-02 S7A01010S. AND AIERICAN TESTING LAB SOUTH FLORIDA REPORT 01123,01-10 As PER
<br />TAS-201 ANDTAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION ION OF THE C.6) INCASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />FLORIOA BUILDING CODE. WALL ANCHORS SMALL SE LONG ENOUGH To REACH THE MAIN STRUCTURE IEHND SUCH PANELS.
<br />M040PAM 94AL BE AS MENTIONED IN C,1). C.2) A G4)
<br />2. ALL ALUMINUM EXTRLUS,ONS TO a 6063-I6 ALLOY MO TEMPER. (UNLESS OTHERWISE NOTED), SEE 94UR 2 (D) ANCHORS STALL K NSTALLW FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER,
<br />3, ALL ALWINLM SWEET METAL USED AT CLOSURES SHALL HAVE 310E-H14 ALLOY. 6. PANELS MAY ALSO BE INSTALLED HORCIONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4
<br />4. ALL SM SHEET METAL PANELS SHALL HAVE STRUCTURAL GUALTY STEEL A" A-053 CRUDE 60 MHIMIM, G-60 GALVANIZED 14MM 5) EXCEPT THAT HEADERS® A(D SHIM NOT 6E USED.
<br />STEEL DESIGNATION W/FY- 92.2 k•N (WFER ROLLED). 9. IT SHILL BE THE RCSPONSMRM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />S. ALL SCREWS TO BE STAMM 91M 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER Got ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SNARL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAYS
<br />DLMDNM
<br />S001B W/ SO kM AN YIELD STRENGTH D 90 11.i TENSILE STRENGTH AD SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2a11.3.J.4. 10. EACH REGULAR STEIN PANEL WITH I94ALL OVER LOGE AS PENS I, 2, a, 6, 6 MD ALTERNATIVESCGOW IW, 31Y A 4YT ON
<br />READILY TO
<br />SECURE a, S, 6 A 7 A[S►ECINELR SHALL HAVEEN A LEGIBLE 1tFA0RY vRRE Ia7Rl1C7NG OWNER M TE7IANT TO
<br />WARNING
<br />6. BOLT TO a ASTM A-307 GALVANIZED STEEL. OR A19 304 SERIES STA01lFS5 STEEL 1MH J6 kNd MINIMUM VELD StRENOIN. SECURE PANELS WITH APPLICABIL RF]ICORCF.WEM OLNY04C PEIIIOpS OF HURRICANE wATH•MC
<br />M
<br />7. ANCHORS TO WALL SMALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WINO/RAY INTRUSON.
<br />(A)
<br />- IN-P TMCON ANCHORS A$ AUAVACTURED BY I.T.W. 9UADEX. INC. (Min. rc-3192 pee.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZON04 REGULATIONS
<br />- 1/4• • N 7/6' CALK-NIANCHORS. AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE AMMT04 WHERE PERMIT IS APPLIED TO
<br />- 1/4Y . 3/4• SWIG -SET ANCHORS, AS 0H41RNL1TED BY ALL POINT SCREW, BOLT A SPECIALTY CO. 13, (■) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY INS 040MM IS CIDNEW AND DOES NOT PROVIDE INFORMATION!(Mn rc-]000 PEA.)
<br />THi
<br />- 014 _ 10 PANELI AtE FEMME O A PANELFNTE PLUS ANCHORS, AS IAN FACTURM BY ELCO CONSTRUCTION PRODUCT. ip1 A SITE SPECIFIC PROJECT. i.e. ERE SITE CONDITIONS DEVNR PROM THE D.E.O.
<br />- 1/4.0 ZAAC NOUN ANCHORS, As WNUFACIUAM BY OMALT. INC. (I) CONTRACTOR TO 6E R 90a;•LE FOR THE SELECTION. PURCHASE NO 96TALLAT1ON NCLUONG LIFE SA•ETY OF THIS mm=
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCREE 91AL BE 1 3/4•, 2• FOR ELDO PANELMAYE AND BASED ON THIS PED. PROVIDED HE/SHE DOES NOT DMEE FROM THE CGNCTONS DETAILED ON THIS DOCUYEM.
<br />CONSTRUCTION SAFETY AT SITE IS THE COMRACTCR'S RESPONSIBILITY.
<br />1 3/4- FOR 7AAAC NAILN ANCHORS.
<br />(c) THIS PRODUCT EVN,URTION DOCUMENT WILL K CONSIDERED NVAJD r MODIFIED.
<br />A.2) CALK -IN A SOLID -SET ANCHORS SHALL BE ONEDOM 7/6' INTO THE POURED L'ONCWN. MO EMBEDMENT INTO
<br />STUCCO SMALL BE ADMITTED. ITTED. 1/4. 0-20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. (it) SITE SPECIFIC PROJECT SMALL BE PREPARED BY A FLORIDA REGSTERED ENGOEER OR ARCNRECI WHOM WILL BECOME THE
<br />AND 1' MNIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) MR THE PROJECT AND WHO WELL BE RSBL ESPONE FOR THE
<br />BUT WITH WIG NUT. PROPER USE OF THE P.E.D. CNMNM OF RECORD. ACING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. (NOWEER, SHALL SUBMIT TO THIN LATTER THE WE SPEAK DMNNQS FOR RENEW.
<br />A3) N CASE THAT PRECAST SCONE. PRECAST CONCI EM PANELS, PAVE". STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL ON FLOOR. ANCHORS SHALL BE LOW. ENOUGH TO REACH THE MAN STRUCnw BEHIND SUCH PANELS. (■) TES P.E.D. SHALL BEM THE LATE AND ORIGINAL SEA AND SICHATURE OF THE PROFESSIONAL
<br />ANCHORAGE SMALL BE AS MENTIONED At At) AND N A2). DRINKER OF RECORD THAT PREPARED R.
<br />(a) IQ�^ P 1 ASTL c-9O: 14. SHUTTER WMWACIUMMS LABEL SHWl BE LOCAIM ON A READILY VISIBLE LOCATION AT STORM
<br />-�(Q(N�FTF
<br />- 1N' • TA OON ANCHORS AS MANUFACTURED BY 1. 7. W. BURDEX. INC. PANEL SHUTTER N ACCORDANCE WITH SECTION 1700.9.2 OF FLORIDA BUILDING CODE ONE LIBEL
<br />ItHALL BE PLACED EVERY OPENING. LAOMM TO COMPLY WITH SECTION 17M 9.3 OF TM
<br />- 1/4' N . 7/6• CALK -IN ANCHORS. AS MWAD'ACFURED BY OEwALT, NC, FLORI A BUILDING CODE,
<br />- 1/4'I X 3/4' SOLD -SET ANCHORS, AS DNS7R•UTM BY ALL PONT SCRION. BOLT A SPECIALTY CO.
<br />- 014-10 PMEL AIE FEMALE ND AND PANEWATE PLUS ANCHORS, AS "AFACTRED BY ELCO CONSTRUC710N IIIIN
<br />- 1/4• A ZAMAC MN.IN ANCHORS. AS MANUFACTURED BY DENALI. INC SiLA A, Tl<</T
<br />a. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PNLEWATES AND ZA AC NNUM ANCHOR, ProjTHECEN' :r� FLORIDA BUNDINO CODE Non h WIOGIt Nwrlcem 7.onABLOCK
<br />UNIT SMALL a 1 1/4•.
<br />,E,�9.2) CA K-IN A SOLO -SET ANCHORS SHHALL BE EMBEDDED 7/r I TO THE CONCRETE BLOCK UNIT. NIItp44 7 }'I'I'Awta' "� 24 CAGE GALVANIZED STEEL STORY PANEL �W.STUCCO
<br />SAIL BE PEA ITTEO 1/4' 0-20 SCREEWS USED SHALL BE 1 1/2- LONG MI IRA M SHOST. * __AD
<br />,• Y11NWL1 rt)R WALLS tY1TH RO STUCCO. STATEGLOBAL PROTECTKNI PRODUCm LLC."F"B.3)
<br />arK R'3mEJLISTNO
<br />IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOA DS BE'COIL '-� _ - ,wI Er ,a aw
<br />WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE WAIN STRUCTURE BEW40 SUC�\ w�:. 9q�N,-, , L��WI.HM rrlaa pN)r_1W, r4I l9N)EM/-"n 20-175
<br />ANCHORAGE BALL K AS MENTIONED IN 91) MO IN 0.2). PONAL HYt-omF�iii HwwR IN.
<br />N N its P'C "'L"A Atimack W!R }„ PL LINNET , or is,
<br />N
<br />Cn
<br />Cu
<br />a
<br />U
<br />N
<br />O
<br />Q
<br />O
<br />Ca
<br />U
<br />Cn
<br />t-
<br />0
<br />c
<br />O
<br />Q
<br />0
<br />W
<br />3
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<br />.c
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<br />O
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<br />IC
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<br />._
<br />cn
<br />Q
<br />Q
<br />COMPONENTS FOR REGULAR LFE CAFETY & E-Z HANG STORM PANEL SYSTEMS "Let 2/, i/4, 3/4F a/b, /7 t e/b INSTALLATION DETAILS FOR REGULAR PANEL C1�
<br />t w/6. 2w/B, 3W t 4w/7
<br />(SCALE ,n.1� PANELS INSTALLATION INTO POURED CDNGRETE. CONCRETE BLOCK k woDD (t) mown (SR 0C11EDULZ On INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />I-�. IY SATs 9. 10 b1) --._IEEE -._--- -----,"�• r"A'L,,-I
<br />(TOTAL. rFDTH} 1- 'N a • 12 ot. /y o e _
<br />_e 1/4• (T'R.) -E j r7abo' 7 r )pp .,m•.:, .,x6',j -- ''4'='o/x•'tNT T ROiiOY MAM 12 OR(l) • �n cT E,ILI(YTED A`IS TwL(, t �] ___ _ /
<br />_ -- (MA' Rvir O) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH � $ , or r T -) - r- r r � - � (m smE A t ON � (SEE SOE ANEIO N
<br />EAtM Etm• o' o' ..1 gNC1ER BLOCW CONCRETE ROLL
<br />CON
<br />,iLE,FD D.M..2 3 4.-r-r�--T-r-rT -r r-r-�-r-r-I-T-r-rT- f L •Ea„HRD. � w[ouwm.
<br />_ /� . M1 r,, p..., ..y p•.-, I : - \ 1 (. o ® ® I SECT 9 THROUGH 10) .-M 7 t SHEETS o nMG H 10) --1 L) CONCRETE Ut
<br />EXI
<br />!'.0 - - - -,� 3.J75'.. ' • - RED
<br />"L+' OR MOONdatftA WgOD PAL+" OR `CONCETEtA WOOD ' 1/.. CONCRIE 11 , 4Tr»N+rN rrrN N .
<br />l_ L J -_
<br />(sEE tIEEDMLE 1RN J - _.____.---- -_ J 1/4' I '`__.W • • 1N' Oa N J ..
<br />R.F.) ♦ IN -) (F+• V) I+ _ _ I t
<br />s A MAXIMUM A.&D. MAXIMUM A.&D. / j 1/2• 1/2
<br />T DESIGN
<br />W r t 1.671• ♦ 1 S PRa6tRE RA1t16 M1:YAlLAYONf t PREfiUIRE RA1N0 IISTAW11IONf 1 .._ _. -_ ___ - f -_.-- ._- _ T. /.. -_ F .__-______�_.1
<br />AM N63 TYP. 2.aoD• i ! .064'- t / / WILL CONCRETE ANCHORS O
<br />W �. 6 - r--� �- ( u L_ ' u (r - - -- - [b I E.D. (SEE
<br />nTs 9 scleew W.-
<br />EDGE o
<br />IEEE.
<br />IIRMpE Ip R•IMM '�• I I M• _ �y�
<br />6-BO OAK JII .._._.1 l-- -_OM' l.-1.500'-= .tx0 1 Jac Nt'-0' IY-0' IO 1 Id-4' IT-0• - � 1 I � ) ♦'l
<br />---------------- -- �7s• (rrP.)
<br />STORY PANEL
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