|
r. -
<br />GENERAL tlbfi _
<br />iN9LL,!1 FOR 11101111M- RIM F ELA71� !� BUM
<br />(C) TO � WTI (Ylt_ �•'`_ CBZarmv fi : 6-� 1!WN.S; {
<br />I. :FORM PANEL SHOWN ON THIS 1 tiCT EkSY.VATKRi DOCUMENT (PIA) HAS BEEN VERIFIED FOR OdMtl}L� IN ACCORDANCE
<br />,
<br />- 1/4`0 TAPCM AfCH4R% AS MANUFACTURED BY LT.W. BULDEX. INC.
<br />WITH THE 204 (5th EDITION) OF THE FLORIDA G OOOE„ THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH
<br />- f 14--10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY EL CO C - N PRODUCTS
<br />VELOCRY` ZONES (Mi;AMY--NODE / SROWARD UNTIES).
<br />_ 1/40 LAN SCREWS PER N:O.S.
<br />DESIGN WIND LOADS cuu Y BE DETFIiMINLED AS PER SECTION 1800 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND
<br />- 7/I8 f x 5/8' WOOD BUSHING,. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECiA1.7Y CO<
<br />SPEED AS REQUIRED 8Y THE JURISDICTION WHERE STOMWA PANEL- MR A. DIRE •11K.L 6E RNSTALLED, AND CT1F3dNAt,RY FACTOR
<br />KD-0.85 USING ASCE 7--10 AND SHALL NO EXCEED THE MkMWIA AS -
<br />( .D.) PRESSURE RATINGS INDICATE ON �
<br />-
<br />C,1) t�FGMI«Y THREADED PENETRATION INTO WOW OF TAPCOTN ANCHORS SHALL BE 1 1/2' AJNra 2' FOR ELCO PANELMATE PLUS
<br />3, 9 THRU 12 & 17, 1&
<br />AND PAHELAtALE FEMALE ID.
<br />INONiI1ETI TO VEfQRY THE ABOVE OONEMiKTN1. ULTIMATE DESIGN WIND LOADS DETERMINED PERASCF 7-•10 SFLALL. BE PIT:ri'
<br />REDUCED TO A.&D, =DESIGN R471W BY - "11PLYAVG THEM 1W
<br />PRESSURE M1,I, BY O.B ORDER TO COMPARE THESE W/ MAX. (AS.O.)
<br />C MINIMUM IT 1 *.
<br />,2) N9YLJIyM PENETRATION OF LAG SCREW: INTO THE WOOD FRAME UN SHNALJ.. BE 1 /2 NO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS S. 9 THRU 12 NB 17, 1&
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />10 ORDER TO VERIFY THAT ANCHORS ON THIS P44 AS T`ES £13 WOW MOT 04ER SF 3, A 33% IWt;R£ASE IN ALLOWABLE
<br />STRESS FOR WIND LOADS W IN THEIR ANALYSIS, F AS USED FASTENERS SPACING TO WORD BYES BEEN MERMINED IN
<br />C.3) MINIMUM EDGE OISTANCN£ OF LAG ..WS. INTO VVfX'ID SaiAL.L. BE AS INEAOA'I'rA IN THIS DRAWING
<br />ACCORDANCE WITH N.E€.:s 2012.
<br />STORMPANEL'S ADE
<br />4LLACY FOR IMPACT AND WIND R£SLSTANC£ HAS BEEN VQbR IN ACCORDANCE S N
<br />€D ACC E WITH F`CTtfNN i E+D9..2 OF
<br />C.4 IALHN PENETRATION OF WOOD SUSPNING SHALL BE 5 8 , 1 /4' r-20 CREWS USED 1 i 2' :
<br />MMN £TNETPATLO S SNMiLI L MINIMUM
<br />/ /
<br />THE ABOVE MENTIONEDTEST CP'OULD
<br />CODE AS PER AIME'N LAB SOUTH FLORIDAFtORIA+, REPORTS �r1Bt#,OI•-Ot AND 19,4Y,2--O9, AS
<br />-.12--0
<br />S'TUCC C - MINIMUM FOR WALLS' WITH NO STUCCO,
<br />EXIST. AND T
<br />PER STANDARDS, AND- SSFD Nk AM E 33O-L'Y2 ST AMNF.RICA1 TT:s'FINO LAB 9LIL07TI FLORIDAFLiRNOA Tom' 4 1 123.01 OAS PER
<br />_ _
<br />GAIT TAS 2O3 PRL71• AS PER CALCULATIONS R W -
<br />CMCOLS, AND PERFORMED IN SECTION 1 THE:.
<br />[ 80{
<br />C.5 IN CASE T 1 CJ1SF PAIN SRNCCO fN7 WOOD BOARDS 1E FfluWD ON Tli£ EiL�INFNi THAT PRECAST PIRF iA9NNICRFiE E15
<br />) S1iM,",
<br />FLORIDA20I
<br />FT.TBUF.ONNO CODE
<br />WALL, ANCHORS SHMaALL. BE LONG ENOUGH TO REACH THE MAIN ;s•TRUCTURE MIND SUCH PANl75,
<br />IWCHORATE SHTAIS. BE AS MENTIONED IN C.i), C.2) de. C.4)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 9053 --%8 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED), SEE STET 2
<br />() SD ANCHORS HALL BE INSTALLED FOLLOWING ALL OF THE. 1EOOMIAE ATaONN`i AND SPECIFICATIONS ATI S OF THE ANCHORS MANUFA.OTURER ''....
<br />3. ALL ALUMOKAM SET MET - � HALVE 1 - 1 - AL USED AT CN- 3 H-4 ALLOY C�`
<br />8. PANELS MAY B£ ISTALED HORZMNTAJY FOLLOWING P5TALLA1'ON UEFA<S # ON SECTION t 1TROLGH T {SH S +
<br />4. ALL SIiEl SHEET METAL PANELS SEAIL HAVE STRUCTURAL QUALITY STEEL. AM A-953 GRADF 80 MINIMUM. 0-60 GALVANIZED
<br />THROUGH 5) EXCPT THAT HEADERSO *15 SHALT.. NOT HE USED
<br />STEEL DM4NATTCMN W/FY- 92.2 kaH (AFTER ROLLED).
<br />B, IT SHALL BE THE NESPONSNF3ILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE c WHERE SHUTTER Tti5 TO IT£
<br />5, ALL SCREWS TO STAINLESS STEEL 344 OR3f13 AMSER{Ea" 6R ada3EiNOSI{1N RESISTANT COATED CARBON STEEL AS PER DINT
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUT4'� SHALL ONLY ATTACHED iQ BLOCK OR WOOD FRAME
<br />BUILDINGS..
<br />50018 W/ 50 W LLD STRENGTH AND 90 Mai TENSILE STRENGTH NO SHALL COMPLY W/ FLORIDA WLDING CODE SECTION
<br />2411.3.3,4_
<br />-
<br />i , CU 3W O F.7�N R£ TAR STORM P irihSi• 90 AS PER SECT 1 § 5r 6 AND ALT£1NNA'T1VE iW aF 4W ON
<br />PANEL WITH LENGTHS . 2, ,
<br />5_ BOL TO ASTY -- -. £R AYSI T ;° B£ A 3O7 C*ALVANLiM 304 SF�1ES S-iWN WITH'.. 3& MINIMUM STRENGTH. LESS STE:€L. t� Lau YIELD STRE'N4T6•I
<br />SHEETS 4 5 6 8: 7 Y- SHALL HAVE. A LEYIBLE AND READILY WAKE - �)CTTN OWNER OR TENANT 10..
<br />i'MLFNE PANELS W`T,i APPLICABLE REINFORCEMENT SIG PERIODS OF HURRICANE WARNING,
<br />7, ANCHORS TO WALL SHALL BE AS FOLD;
<br />I1. THE INSTALLATION CAL'- : SHUT - `T EDGES WHIM REMAIN IN CONTINUOUS "gHTAUs'F WITH
<br />NNSTALLATIO CONTRACTOR IS TO SEAL/ LK Al) LLTTEh ONNTTNU
<br />(A) TO €10SIBlG FYt1.LFLETI OAF [E:
<br />THE BUILDING TO PREVENT WIND RAIN ..
<br />/
<br />/ AN{YI�IS t5 MANUFACTURED B1-OEx.9.(MnNe 39,)
<br />1e. STORM NABET_ aI5TAL1A7TCRSHALL COMPLY iF3F£G INDICATED B'tS PLUS ANY eUYLOtPG. ANDZONING 11E'pJLATK?F.
<br />1. 4' • x 7 W CALK -IN ANCHORS, AS MANUFACTURED
<br />( / t;t10R5, BY POWERS fASTFEITS LANE.
<br />PROVIDED BY THE JURISDICTION :.. PERMIT TO-
<br />517�T�NN WHERE APPLIED ,
<br />- /4'0 x Ve SOU -SET ANCHORS, A5 DW78KM BY ALL POW SCREW, SOLT & SPE(*LIY 00.
<br />MMirI. f'c-3000 ps,F,)
<br />13. (d) THIS PRODUCT EVALUATION TIOH DOCUMENT' (P.F>.E�, PREPARED F11' THIS ENGINF.F3i NS GENERIC A14} DOTS NOT P}R7y+71 INF01?M.4TIF9W
<br />-•- �td-1D PANE1AilMTE FTEMNAIiE I7 dI FANBI,TILAT'E Pf,US ANl2NLTRS„ 14+ MMANUFACT1aRED BY ET.C'f7 CONNSTRUO'TON PROiXdlf:15,
<br />FOR A SITE SPECIFIC PROJECT, T.Nf< WINE 'TY1E, SITE CONDITIONS DEVGITF FROM THE PF.&
<br />-- 1/4'4 ZAMAC H4LI N ANCHORS. AS MANUFACTURED BY POWER`.` FASTENERS, INC-
<br />(6) CONTRACTOR TO BE AESPONSOLE FOR THE SELECTION. PURCHASE AND 04SsT. WCO-ONG LIFE SAFETY OF THE PHODUCT
<br />&I) MINIMUM EMBEDIAENT OF TNNCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/42'; 2' FOR EWO PANELMATE: AND
<br />LAND ON THIS P,F.IJ. FRONT :HE/SHE DOES HOT DEVIATE FROM TTE CON ITION; OETA ON THIS OOC UMENT.
<br />BI ITY. ` .FAT
<br />C4N5TRucT80N SAFETY AT SITE 1S THE RESPONSIBILITY.
<br />1 3/4* FOR IA1 C NABIH ANCHORS
<br />A<2) CALK - IN & 5 7-SET ANCHORS SHALL, BE EMBEDDED 7/8" INTO THE POURED GONCIiETZ NO EMBEDVENT INTO
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED FWAUO If MOOFEM
<br />SWCO) SHALL BE . 2D �UiMJINTlsO i4 f- US''ED r,HNAtJ, RE T 4/2 ' L4NNfl MHNIMUY SHOULD STTaGCO EXIT,
<br />(d) SITE SPECIFIC PROJECTS MOLL BE PREPARED Ear A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICHWILL BECOME THE
<br />AND T" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR NJ„ THREADED SCREWS W/O HEAD,
<br />ENGINEER OF RECORD (F-D.R.) FOR THE PROJECT AND WHO WILL LE RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS,
<br />PROPER USE OF THE P,F.tT. @t01NfEE.NN OF RECORD, ACTING AS A DELEGATED EWaW£H3i TO THE
<br />F P ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC1MiAWNNLG'S OR REVIEW.
<br />4k3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD WARDS BE MIND ON THE
<br />EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG a4OUGH TO RE" THE M ON STRUCTURE BEHIND SUCH PAdN£T•S-
<br />(e) THIS PP.EJJ. SHALL. 9EW TINE DATE AND OREGWA. SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE - SHALL BE AS MENTIONED IN A.1) AND IN A2)a
<br />ENGINEER OF RECORD T14AT PREPARED IT -
<br />(a) fill p=Tgw_j&wj= BLOCK NIA Lu C. 9
<br />14< SEIUTigt WANUFACTU11111ft tA,BEL. SHALL BE LOGILTIED ON A I1IADrN.Y TA'91BLE LOM TRITON AT SIDE
<br />- 1/4' I TAPGON ANCHORS AS MANUFACTURED BY L T. W. BVILDEX INC,
<br />PANEL 9141LIifER N REDVM 317108Z EONE LABEL
<br />M44L BE PLACED710AZ OF THE
<br />TEOYI
<br />- 1/4' f x 7/8' CALK-*4 ANCHORS, AS MNNUFACIURED BY PAS F C
<br />FIARIMI' BUILDING.
<br />- 1/4*r X 3/4- SOLID-5EF ANCHORS. AS OISIRI" MD ITY ALL POW SOREYf, BOLT do SPECIALTY CO.
<br />- 114-10 PAMOU04ATE FEMALE 10 AND PAIV UVJE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />- Ile 0 ZAMAC WAIN ANCHORS, AS MANUFACIURM BY POWERS FAS• FE NERS, INC.
<br />B,1) MINIMUM EMBEDMENT OF TAPIXNN ANCHOR% ELCO P'ANELMMATES AND ZAIMAC MAL!IN ANCHOR, INTO THE CONCRETE
<br />'"� �,. •» N+"% FLORIDA BUILDING CODE NN?n h Vet NuNYlcono Zone)
<br />BLOCK LINT SHALL BE 1 1/4".
<br />_..
<br />rams n raxM NMC 24 CAGE GALVANIZED STEEL, STORM PANEL en
<br />B.2) CAX-iW & SOLNJ-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONE BLOCK UNTL NO EAtBg'TJi4ENdi MNTO
<br />�, ••. '-------
<br />�
<br />STUCCO SHALL NE PERMITTED. - 1 4♦-20 SCREWS' USED SHOAL BE 1 1f2" LANE �
<br />[ MFWMNUM SFFM.D STUCCO EXLSi,
<br />AND 1' MINIMUM FOR
<br />.. ar/Ia/ra
<br />-... ° /► PR'tiTECTiON PRODUCTS, LLGw 1
<br />I L E +C O IMC,
<br />WALLS iITTMN WD SlLOpO.
<br />--
<br />NEE
<br />All TROT TLSYYIB' C IWAXtY fIIOI $Y. 5i BEN
<br />� ANIF FL 33314
<br />- IVY,
<br />�
<br />8.3) IN CASE THAT PRECAST ST NNE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD IE F[Mi!PAi ON THE
<br />AS, JL MR JCS W
<br />,', Cyr � ., � (�,� ,.• 4t i` �'Ir�`e4 arx•.r>ux. +r!e x �_rmt aMI�. i�NT6RD-iSNy FAk 0154 u-MT 15-022
<br />EXISTING WALL., ANCHORS SHAM � N.CRM DNOTJgN TO REACH THE >N LIEiiWalD SUCH PANELS.
<br />ANCHOR" SFMALJ. AS MENTIONED IN ELI) AND IN 8,2).
<br />•.••.,�a.Y .a� r.. YYgYI ..t ar..: �,. r.+ LxN Ikc
<br />tEa-WNAYJYY
<br />A' • INL1Tii A. 71Ltlr ,x„ N;C m am • 1 - yTLgu x dr ,5
<br />,4
<br />a ' e- T"MY. 01wWQNe
<br />CONCRETE
<br />pzrw POURED
<br />CONCRETE
<br />OONCREFE
<br />�
<br />REQUIyE
<br />b «
<br />RmRm
<br />(SE as ,.j"
<br />! ON f
<br />SHEETS Q . r..
<br />SHEETS 9 THROUGHa)
<br />EXISTM ,ar
<br />CONCRETE OR
<br />F")
<br />WW
<br />VAX.
<br />«r
<br />momw
<br />F/�
<br />.--. `�-- -
<br />wo
<br />„
<br />TO
<br />!
<br />I
<br />a...
<br />EON
<br />�r
<br />s,t
<br />y « aP Mb
<br />IV Mm.•'
<br />F
<br />f
<br />GLASS
<br />ON SHEET 3)
<br />PANEL LENGTH
<br />CEr 3)
<br />I M
<br />!
<br />a SCHEDULE
<br />'3• }
<br />.
<br />I
<br />--
<br />ON SHEET 3)
<br />1
<br />PANEL LENGTH
<br />SCHEDULE
<br />tmE ScHm
<br />ON SHEET 3)
<br />r
<br />1 M
<br />F
<br />OUP
<br />I
<br />Sir
<br />SOX
<br />1/7/mg
<br />}
<br />_mj
<br />1
<br />1
<br />_• ,
<br />>TE
<br />y ,r..-
<br />r
<br />OR
<br />CONCRETEEa
<br />iflY
<br />. rr
<br />-(Sm
<br />ON
<br />ALTERNATE
<br />LEG LOCATION
<br />\Z/
<br />OR CONCRETE BLOCK
<br />. CRETIE
<br />ANCHORSEE
<br />sy "MiLe ON
<br />rra-ar -r
<br />a
<br />SHEETSR 4. A.
<br />:T
<br />f I ! MO4
<br />cIIIEI
<br />06 .0 }1!L
<br />i
<br />SECTION
<br />'•,1 :. }Mlt _
<br />.
<br />#" }If .. DIRECT
<br />1TlaAi_ I
<br />MI
<br />a
<br />•4µiHMII4Id•1� t1
<br />_
<br />III.
<br />131:1-L,.:f: ,:•nT�;'
<br />.y ax a
<br />1VAr/
<br />f
<br />uxl as x A -L' lim
<br />PANEL L.EN
<br />(SEE SCH"
<br />ON SHEET
<br />SCM
<br />OF `L'
<br />MAX
<br />O 12 1/2- O-C.
<br />,P
<br />WOW
<br />REOUFTE"O
<br />Holm
<br />TOP & T3t}TTCId MOUNTINGS CAN L 1. INSTALLATION ARE ONLY VALUD FOR MAX, A.S.D.
<br />DESIGN PRESSURE RATING (Ps,f) AND PANEL.., LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ONSHEET 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION; VW=
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />ODISITY OF 055 Oft EQUAL
<br />SEPARAPON TO
<br />SCFLF<DULE ON £
<br />OF ~L:'
<br />I
<br />,y
<br />BUILD OUT i40UNTING
<br />ALTERNATIVE NNW
<br />SCALE 3/8-1-
<br />.
<br />FLORIDA BUILDING CODE ililon High VeIoM Hurricane 1e
<br />`s
<br />rears n amY4
<br />24 GAGA GALVANIZED STEM SIORM PANEL
<br />o 4,
<br />—0....
<br />Drew Mr:
<br />o1A'aa/,a
<br />\
<br />�}'%:1
<br />.1 L B C
<br />cLnBAL. PROTECTION PRODUCTS. LLCw
<br />4M S,M, 61 8SIM
<br />„,
<br />#5-D2 2
<br />'•e�s FMLGT F93TON ! EAKINNEEMM COM MMY
<br />€ .^ `C' '4 +is. Jrw sN, Nr . LaxYEM rA JetDAWL
<br />a •P,�NiI7A ..°���� N�r,�� -rar
<br />FL 3.1714
<br />r+FLowE: CIs+1aMn-re4e.rue (Ms4)e�H-exs7
<br />wet"--
<br />FF-oaaa9ls
<br />roc 4R raw
<br />.PA
<br />Pt _S ASTORM
<br />-. - . (SCE 1/2-1')
<br />- - 1&lw (TOTAL - _2:l ' -
<br />12,500- (£FF£CRYD 11
<br />'$8 _
<br />CL ,250 :750, S.& SM�
<br />.37 ANIX.E a LT L, s
<br />.r s 2
<br />I2
<br />i .1
<br />NM , �- TAB.
<br />� »
<br />a i . TXi -� 1. .1
<br />1.3QD' ,D• twa BE RVARSEA,
<br />1
<br />'
<br />s' OAZH MRN. 7LMCK 3.3iI
<br />Ad"
<br />l: d ed ercv,
<br />.: 1.rrs"� e. 0e4" 1 '�" �HEW 2.123 � g
<br />. ,tom'
<br />DEFAA A -�.gL
<br />.as€ 1.
<br />.375 ,)
<br />I _
<br />m.J
<br />PANELS *S ALL BE INST&LED ALWKMs 2 8'7"
<br />FROM LT:FT TO W49 W/ 1/2' LEc
<br />AT E AT LEFT SIDE OF PANEL s AA - - - -
<br />H i•iEAE'3IrR F" „ANC4LE WITH STUQ
<br />T
<br />�Fi €'Fi1 0024(MErt.)
<br />ANEL
<br />#r/ - 1N. 70` GAILVARM STEEL
<br />y''a �,.�' •i33 0-270' N
<br />A
<br />3i5'.
<br />4
<br />M.I25' - N
<br />70
<br />t'° R D IL..
<br />957
<br />p : CM'H£R ii s`N4OS OF PA;YNEL
<br />END LIP a
<br />I
<br />W HEY. -
<br />(N_T,S) .3'i�a'
<br />T37, IdTICMN
<br />3. ' 2> 1 T" ,cog® 5 KBE WAStI£I EDGE PANTY
<br />1 or') - 3105-H154 ALUM, y -
<br />RAM
<br /><072 -.
<br />2.1 4` -_..
<br />125'
<br />i<250' SLEW' 1_A�" *'
<br />.� 1^ N.�AI�Y�JIF�G�k
<br />3,7
<br />2<O€i15" I. taa�a°
<br />2
<br />s >! . r
<br />i M HEA!?ER 8 U HEADER
<br />IA )
<br />_
<br />-.-.-. -i MIN. TO 5 fMaNl- -_
<br />I
<br />SLEEVE i" 'W -
<br />iOAMU i i "Yd- �C1d�K i PANEL BANGER
<br />-^�.,.Dw.
<br />" m T
<br />(USE ONLY FOR E- FLANNEL
<br />_470' ,2iS'' •YR�i. .,,°,Ilaw%# fiTi / -:. SYSTEM) 3-15 ALUM; AUDY
<br />.923' - IN. r
<br />Ow
<br />A� 1. 1"
<br />SOL DNS -=s 2'
<br />YIN.
<br /><204`
<br />BUILD -OUT allIM-1 -r RACK & � Q1JNQNUT Y�
<br />CONCRETE. ANCHORS
<br />(SEE Sf7Imta OR
<br />SHEETS 9 rAROi"
<br />CUNCI�HEORc.QUR€'d-I
<br />�"` v `
<br />OWORE1F AIRS
<br />SHEETS 9 THROUGH 10)
<br />SCALE'. ve-f,
<br />=
<br />ObACRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS. 9 iRROUGH
<br />PAtID.. LENGTH
<br />SCHEDU
<br />ON S7-%ET 3)
<br />ExL5"PN,,.M
<br />GL3L5S
<br />L_
<br />€L
<br />WHO fE ANCHORS -.
<br />(SEE SCFSDUIE ON
<br />EWE OF WALL %Ii SUZ
<br />SHEETS9 THROUGH TO)
<br />{ALIT, cau-m)
<br />FOR -UMULO&TIM OF SE
<br />,w
<br />i 4 COMBINED IN ANY WAY TO
<br />j , rNFm
<br />,
<br />v'NATE CONCRETE
<br />QRS LOCATION
<br />Tr.9 9 TIRE OR
<br />TS 7HiKiU4NN III)OR
<br />come Pmfim �
<br />CONCRETE BLOCK
<br />TI°.OUIO.
<br />LOCO LEG
<br />COHERE ANCHORS s'
<br />CH
<br />�
<br />RELN.I1Fi i
<br />�...I"4k xI•Ju
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<br />{ 7 }
<br />ON SL#`L 3
<br />Fr
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<br />TO OLASSa
<br />H
<br />ON SHEETS
<br />TO G'I S•
<br />LE ON
<br />I 1/as-'aE l _ q
<br />S,S Was x : j
<br />(SEE SCHEDULE
<br />I ON SHM 3)
<br />�
<br />I
<br />sjA'+r-mat' 9 fly
<br />-_ �' W SPACER
<br />TIE 1
<br />r
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<br />x� _. x3 i-4"N PA EI. LENGTH
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<br />2 a/2- 13 t3~ 13' 13 13' r3` 13' i3' I3' 13' 33' 13* ( 1.. T3* 13' 13* 3
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<br />-. - -.
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<br />C9MR ALLML AAILI.E .... Rex / n 13 i3 €3 13, 13, 1. 15"-_. 13 13 13 T3 73 (TOP) -- S-
<br />®_�......:.. }ra ar« ,rwl IN = uAP N°41 -45 - - 6 r 4•* 6 1}4~ B 1/4"' I Ile .. - �. - _ B 1/4' 6 4/4,. 6 Marc") +45. -45 - - - S t,t'4~ 6 i/V' 11/4' Ni 4/#` -- � .-- '•- 8 I,/4'` 6 1/#' Fi $FA3'P'�. }
<br />r 12' L1.L;. 3i ,U i- OR -,1!A ALLOY Liss i3 .. 5' _ _-- 13' O I 13' 7" i3" 7' T 1/� 5 I/i 13' # ice' t (TL'M') # , -•''63 13, - B' 13* 13, L3• S I/V' i/2• B tf2' LS' 3 L/2' 1 7I"5')
<br />131 7* I:r Ir 13' i 1/2 1,r 9 1/2 10 1/2 7 1/2 13• I' :I (amTON) 13, 7 1/2' 13• Ir r3` To, 13" ICY' ii' 8' T3- Es 1/2' 1 (B4'd1Tg )
<br />CAN Ij� gA� `� J��.r. �/ g CASE -
<br />a ry 7 13` 5• -T3' 10 1/2 L3"' 7' 13' r 7 N/2. 5 1/2 t3• 4 1/2*.2 (TOP) 13` I' 13* Is* 13* $ 1/2` 13, a 1/2'' 9 Ip`- I `. /2* I3" 5 r/2' 2 (TOP) cn
<br />E"f�J•{I\- - l.. E!` CAS V ----. �.I�L�� IS' r it i3• iS* 9 1/2 IS~ 9 172 10 1/2 7 rf2 IS' 8 1/2'' 2 DIOTIOM) 13' 7 I/Z i3' p3".- 13` 10" r3'. '@0• lr' 8` '63" 8 1/2' :2 (BOTTOM)
<br />CASE A fiPLAN'—�
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<br />SCENIC 1/4 1 1/ / - a5-61
<br />y - -I I/2' `2 T/2 Ta 1/4" S i/A' 2 i/2'..G 1/4' - _ G a/#' 11,l4':3 (BOTTOM) TO ^•° _ - T2 1/2' T2 1/2 11J4" 6 1/4" 2 I/�'IT2 T •" _ -- - b 1/4' S r/4' '.. (Ei(TFTL%N} TO
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<br />X �' B.O. LMSi`AHNE """` .,k r rfMAN £ ',✓EEL R �r BY i VfW. SPACING SHOW £ffiN
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<br />NOTIFIED PANEL INST'AI.AnON AT WALLS W/
<br />' = SURFACE LEVEL VARATIONS WITHIN 3/4~ ¢s) 3 s If$• S` 3 3 IfJ` a , :Y/ SOLID SET' ANCHORS +TM W/ FACER AT 12 I/2" D.C.
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