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<br />6 112'
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<br />4 112'
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<br />4 1/2•
<br />N/A
<br />Y (TOP)
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />9 I/2'
<br />N/A
<br />9 1/2•
<br />3' (sorrow)
<br />12•
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<br />_
<br />12'
<br />- N/A -
<br />12' __
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<br />NOTES __------'— _ --- --- _ I
<br />.(C) TO-1a3I1Y0 1E• OC3i V-_ OL)0 -:THIN.SP1C1t7�GBWDII_.G--.15i.YlY_4-15.s.YlY
<br />T SiDRM PANEL SHOWN ON PHIS PRODUCT EVALUATION DOCUMENT (II INS BEEN VERIFIED FOR COMPLIANCE IN ACCORDNICE
<br />- 1/4'e TAPCON MICICIRS, AS MANIA'ACIURED r t/ IN BWLDEX, INC,
<br />WITH ME 7020 (71h MnON) Or THE rLOMDA RUCCING CODE THIS STORM PANEL SNAIi NOT BE INS,ALIFD AT RICH
<br />- N14-10 PANELMATE FEMALE ID AMC PANE,LMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />YCLO IT HURRICANE ZONES (MIAM-OAK. / BRtPAARD COUNTIES).
<br />- 1/4"e LAC SCREWS PER N.D.S.
<br />DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION ,Ro9 DF THE ABOVE MENTIONED CODE FOR A BASIC WIND
<br />- 1/16•e . 5/B' WOW BUSHING. AS ESTRIBUTED BY AL1 POINT SCREW, BOLT r SPEC14LTY CO
<br />SPEEDP I ' N FOR A tR E T F TOR
<br />E OR PANEL
<br />R I. N' R R STORM L MU. DE NTTAIJ,EC AIIO 0 D E4 IONALTTY AG AS EDu
<br />fh E JURISDA Ip'1
<br />N
<br />KO- , 7-I µ SMAI.R N x D N[ MAX7M1)M A50 DESIGN PRESSURE RATINGS INDICATED 0 SHEETS
<br />E
<br />0e5 .SING A17, 6 U O f CCC )
<br />AS
<br />T 1 1 " 'FUR CO PANf.14At PLUS
<br />1 wNWl74 THREADED PENETRATION INTO WOW Ur APCON ANCHORS TVNALL BE ! AND 2 fl E
<br />C NCAUE NL /
<br />3 9 DERu 11 r 77, 18.
<br />AND PANEIMKL FEMALE ID
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<br />N 1 1 ULTIMATE WIN N,_h PER E 7-10 SMALL EE. i1R5 1 ORDER 0 'HWY I ABOVE CONDITION, UII W E IPLYI N O LOADS
<br />E vE ME
<br />0 IN ORDER T n W MAXAs 1
<br />REDUCED t0 ASD. OE4NCH PRESSURE RA INO BY MULE PLYING. THEN BV 0.6 N ORDER O COMPARE fCTL / ( E J
<br />, r
<br />1 N PENETRATION R INTO FRAME UNIT SHALL E I'2• rKT THREADED
<br />c2 WN Mu THREADED E ETruR(N or LAC SCREW. o THE WOW B
<br />)
<br />f>($IG2I PRESSURE RESHOT SHEETS 3, D MST 12 17,
<br />F -'T !• R
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<br />DENEO
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<br />T IN NC.OWA91.E.
<br />ORDER 'VERILY TIME ANCHORS ON PHIS P.E.D. TESTED E NOT OVER STRESSED, A )SX NC
<br />OM.
<br />STRESS FOR WIND L. WAS CYDT USEC IN THEIR ANALYSIS FASTENERS -SPACING 10 W000 RN5 BEEN UAFR4NEG IN
<br />S . NA STEM
<br />C.3) M1NnAUM EWE DISTANCE OF LAC SCREWS, INTO WIlOU SHAH. 8E AS rNTXGTED IN INNS DRAWING
<br />ACCO WITH FLO S. ' 1e
<br />ROANCE W U N
<br />I
<br />P Y t T A l f N fl N ACCC7ROAN : MN Sf(:1'RIN 1BU9.1.7 OF
<br />STORM L0R IMPER AND WIND ES
<br />•E HAS BEEN VQR ED CE GUAR
<br />1 1 ^' MINIMUM
<br />A INN PENETRATION OF N1NG 5 � e' I V4 a-ZO SCREWS USED SHAD BE . IONC U
<br />C MINIMUM PEtIETRA WOW BUS SMALL�' /
<br />) /
<br />ABOVE MENTIONED F R 5 1A. I T AND 190 -0
<br />N ABI NEON C CODE AS PER AMERICµ TESL D SOUTH tL0 IUA REPORTS Oe 0 ^b C 02 2 9, AS E 2Yr uE E D NAB / N
<br />LAS
<br />r 1' l F IN TIER
<br />SHOULD STUCCO Ex S7 AM MANIA[ N DR 'NALL.s W STUCCO
<br />PER SS1D '7_gq k ASTM C 330-OZ SIµ0AR01, µP AMERIGAN 9E°5TtNG LAR SOUTH RURXM N[Ptxzi /117,107-10 AS PER
<br />fAS-20, ANDTAS-203 PROTOCOLS, AND AS PER CALCULATIONS PEFtFORMEO IN ACCORDANCE W/ SECTION 16W OF THE
<br />C�5) IN GASF THAI PRECAST STORE, UR PRECAST CONCRETE PANELS, STUCCO OR WOW OCCS BE FOI)NO ON 14E EXISTIND
<br />OF
<br />R1 Il.
<br />/ CING GOOF
<br />WALL ANCWORS SHALL BE LONG ENOUGH TO REACH NE MAN STRUCIUAE BEHIND SUCH PANELS
<br />ANCHORAGE SHAM BE AS MENTIONED IN C 1), C 2) R C.a}
<br />2. A.:. AI.UMNL14 EXIRUSIONS 10 RE 6U63-76 ALLOY AND 11AIPEH,. (UNLESS OINERWISE NOTFO). SEC SHEET 2
<br />(D) ANCHORS SWILL BE INSTALLED FI11LU'NIN(: ALI M IRE REC'MMIM)A11UNS AND SPECWKLLFTK)NS OF nit ANCHOR'S MANUFALTURER
<br />3 ALL ALUMINUM SHEET META(. USFO AT (yUSURF.S SHALL RAVE 3105-Hlt ALLOY
<br />0 PANELS MAY AIM BE INS+ALLLD HORIZOMKLY FOLLOWMG INSTALLATION DETAILS SHOWN ON SEI"JON I 1ITMIC+ 6 (SHEETS 4
<br />4 ALL STEEL SMFET METAL PANELS bMll HAVE STRUCTURAL QUALITY STEEL„ ASI4 A-653 GRAM 6G MINIMUM, G.-80 GALVANIZED
<br />THROUGH 5) EXCW THAT NfAOCRSO Ili SHALL. NOT INC USED.
<br />STEEL DESIGNALON W/FY- 922 MI (Ar"R ROLLED),
<br />V. 'T SHALL RE THE R€SPONSIRILRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE InFUCPURC WHERE SALTIER IS TO BE
<br />S ALL SCREWS i0 9f STAINI.EST 57EE7. )OA OR 316 MST SERFS OR CORROSION RESISTANT COATED CAHtlbN SICEL AS PER ON
<br />ATTACHED TO INSURE PROPER µCHORAGE 1141S SHUTFI A SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOW FRAME
<br />BUILDINGS.
<br />Ste W/ 50 b, YIELD 'SOMEHOW AND 90 kin STRENGTH AND SMALL COMPLY W/ POIDDA BUILDING CODE SECTION
<br />24113.3.4.
<br />Ir EACH REGULAR STORM PANEL WITH, LENCIHS OVER No', AS PER SECTIONS I, 2. 4. 5, 6 AND ALTERNATIVES IN, 3W IF 4W ON
<br />SNLETS 4. S. 6 AL 7 RESPECTIVELY: SHALL HAVE. A LEGIBLE AND READILY VISIBLE MARKING INS'TRUCRWG OWNER OR TENANT 10
<br />6 BOLTS to BE AStM A-$97 GALVANIZED STET). OR A151 ILA SERIES STAINLESS STEEL, KRIM 30 LN' MINIMUM YIELD STRENGTH
<br />SECURE PANELS III APPLICµLE REINFURCCNENT DURWG Pf RlODS OC NDRPICANE WARMNI-,
<br />7 ANCHORS 70 W BI AS FOULT:WS
<br />ALL SHALT
<br />, t 1 1 I- 1 SMITTEN WHICH PCMAIN IN rNfRM/OUS CONIA!'1 WDH
<br />THE INSTALLATION I;UNIRAEIOR S 4 SLa CAUV NI SHU E COMPONENT EWC4 WH CV MN G
<br />THE BUILDING TO PREVENT WIND/RAN MTRUTISION
<br />(A) FQ_uwDN,G_PR =S CDNGSETL
<br />- 1/4'e TAPCCN ANCHORS AS MANUFACTURED BY I,T.W. BUILOEX. ING tWn 1'C^3+92 PI.,)
<br />12 STORM PANEL 1NSIM.IAPON SMALL COMPLY WITH SPECS INUK:AIED IN MM B IS DRAWING PLUS ANY AND ZONING RECULAIIONS
<br />- 1/4' e . 7/B' CALK -IN ANCHORS, AS MANUFACTURED BY OCWALT INC
<br />PRONGED BIT THE •)LRKDOTIpN WHERE PERMIT IS APPLIED TO.
<br />4' - R I. POINT SCREW DOLT k iP CW TY CO
<br />1 s e 3 4 SOLID ANCHORS. A5 UISTRNAAEU BY AL C SIFT ,
<br />.e.N. W
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<br />P i �.= P INFORMATION 1 THIS PRODUCT N DOCUMENT PAR tin ENGINEER IS C.iN ANL DOES W . H(1VLJt (%TAN ICI+
<br />3 A 5 R+Rp)]C NALWtO DOCU E (.CG- PREPARED D'I S LN ERIC
<br />"
<br />P Y CONSTRUCTION f' la - P T F P ' WT AN AS MAIUFACtM 8 ELCU CONS RUG DN FNIOO/IC .a.
<br />IO µELM: F FEMALE O B ANEL E PLUS ANCHORS, W
<br />N 0PAI
<br />II I. WHERE 1 .Eta I. VIA THE P G D .117E SPEC C IHTQ,)[CTi e E f 1( SIZE C. D*IONS DEVIATE FROM E [
<br />FRA
<br />4' NA RN ANCHORS,AS WNLKACTU Br 1 INC
<br />- 1 e 7MN[. L RED [NEWEL .
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<br />6 CONTRACTOR O B£ F N C7 O / PI/RCHASf. µU NSIAU,A 1 WCT DOING U SAFETY WUCT
<br />RESPONSIBLE OR E SELF U ,
<br />A 1 MINIMUM EMBEDMENT OF ThRi ANCHORS INTO POURED CONCRETE SMALL Of 1 3 4', 2' FOR CLCO PANELIi AND
<br />/
<br />OAsi()
<br />ON INK A PIED PROVIDED HE/SHE GOES NOT UNIAlE FROM THE CONDITIONS UE'TNI-EU ON HI15 DOCUMENT
<br />CONSTAUCTON SAFETY A7 SITE t5 NC CONIR44TOP'S HESPCAISIOILIh
<br />CONSTRUCTION
<br />1 3/A' FOR 2'lA1K N4131V AHL-Vi0R5.
<br />(C) THIS PROOLICT EVALUATION DOCUMENT WILL BE CONSR,tlfl RNAUO IF MODIFIED
<br />42) CALK-N Of SOLID -VI ANCHORS SMALL. RE EMBEDDED 7/8" INTO THE POUND CONCRETE NO CIIBEOMENT INTO
<br />STUCCO SHALL BE PERMITTED 1/4' 0-20 SCREWS USED SHALL sE 1 1/Y LONG INIMUM SHOULD STUCCO EXIST,
<br />(4) SITE. SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER UP. ARCHMEf--1 WHICH WLI. BECOME THE
<br />AND t' MINIMUM FOR WALLS III N0 STUCCO, AND MAY BE HEADED SCREWS UR ALL THREADED SCREWS W/O HEAD.
<br />ENGINEER OF RECORD (FOR) FOR ME PROJECT AND WHO WILL Of RFS1YN51BLE FOR THE
<br />BUT WITH RANG NUTS
<br />PROPER USE OF THE. 0 E D tNGNEFR OF RECORD. ACING AS A Off EGATELI ENGINEER TO THE
<br />P.F..D ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECLFTC DRAWINGS FOR RENEW
<br />A.3) N C45E "AT PRECAST STONEAS , PRECAST CONCRETE PANELS. PAVERS. STUCCO ON WOOD BOARDS Of FOUND ON THE
<br />EXISTING WALL DR FLOOR. ANCHORS SHALL BE LONC ENOUGH TO N:AOH NC MAN STRUCTURE BEHIND SUCH PANELS
<br />PE.0 SHALL THE 011PREAND ORIGINAL SEAL AMU SIGNATURE OF THE PROFESSOMA1
<br />(.) THIS1
<br />BEARER
<br />ANCHORAGE SHALL Of AS MENTIONED INAI) AND IN A2).
<br />THAT IT
<br />a ORE
<br />(B) TO STINQ._EMNFuRUL 11LBCIS.JEIALL.ASIM...C-W
<br />14 SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER N ACCORDANCE WITH SECTION 170991 OF rLORIDA BOLDING COOL- ONE LABEL
<br />I/{' ► TAPCON µGROPE AT NµufN;NNEIJ BY 1 T W BVu 1Kk, INC.
<br />SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 11099.3 01 NE
<br />- I/4• e . 7/0' CANK-IN ANCMCFTS, AS MANUFACTURED BY DEWALT, NC
<br />RORIDA SOLOING CODE
<br />- 1/4'e X 3/4' SOU) -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT At SPECIALTY CO.
<br />. N14. t0 PANCLAMTE FEMALF 0 AND PANELWTE PLUS ANCIIORS, AS MANUFACTURED BY ELCO CONSTRUCTION PINY(I/0011II9I8,n/
<br />AS NC. A. T144p'A%
<br />1/4• a 7AMAC NALIN ANCHORS. MANUFACTURED BY DEWALT. A,a`A`EF
<br />B.$) uOCP;M IT SHALL OF TAPCON ANCHORS. ELGO PREEMIES AND aA1wC NAILiM ANCHOR, INTO THE \,\'ENS, •.'P S FLORIDA BUILDING CODE (Non High Valocity Hurricane Zone
<br />KDGN UNIT SHALL BE T I/4" '
<br />, ,►(QFI;44 67 ' .U.. %nVo "c 24 GAGE GALVANIZED STEEL STORM PANEL 11
<br />8.2) CALK --A h SOLID-10 ANCHORS SHAD. RE EMBEDDED 7/8• INTO NE CONCRETE BLANK UNIT, EPD : IIR.r, °,
<br />__
<br />--
<br />S1UCC0 5FNU BE PERMITTED, t/4' 0-20 SCREWS USED SMALL SE 1 ,/2- LONG MINIMUM SHOULD 0 tXIST. * <` "_..- ___-___.-_ __.__ -___
<br />AND 1 uINIMUM rDR WALLS WITH NO STUCCO. 9. STATE F . ( I L E C O fEEc� CLABAL PROTECTION PRODUCTS, LLC. m nm7P
<br />-•� TX.LJ1 TEiFINo IMCIN[{RNI4COMIMMY A4W Sr 3I 1r,WEt
<br />,
<br />A IN T P PRECAST CONCRETE PANELS STUCCO OR WOOD UOARDS BC FOUN k
<br />B,.) CASE. THAT RECAST STONE. rXl E DRY
<br />- H N _H µ
<br />I H :NO T REACH THE. WIN STRIK'lUi1F BE t O SIT)'"
<br />WALL ANCHORS SMALL BE LONG ENOUGH SS''"••••
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<br />� .'... Ae1 'm-,re .r m of A !w (API)Opp
<br />(h [� N ) wet (
<br />ANCHOR AlI
<br />ANCHORAGE SHALL BE. AS MENTIONED IN B.1} µa B.2) '19AA /DNA,
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<br />MAXIMUM _A.S.CJ- DESIGN .PR£SEML R&UNSE__(R.tdJ-AHDS4.RRE,S£QN.� H2 �� 1/4, 3/4, 4/5, 5/5 a 6/9 --- _ _ ____ _-.__._-_.____- __..------ ----
<br />�QLI�PONENTS FOR REGULAR, LIFE SAFETY dE E-Z HANG _51 QRM_ PANEL -SYSTEM MAXIMUM SING E£ P NELC1) LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM x�� Ili 2W/6, 3W/7 & 41i MTAU. IQ. I_QETAILS FOR RFR�ULAR PA (1)
<br />(scAL 1/2-I 1 PlNf INSTALLATION ItUQ.P9!lRED_.�Q11&REIEL_G0 BETE LOCK �E WOOD (t) 3 MAN( ANCHORS ts6E SCHEDULE ON y- I PpQ^ R CONCRETE�QR S�QNC(,,ETE__2 QG�_ IRUCTI�$�$
<br />F LS ._� B -. .,._. _... _- _ SHEETS 9, 70 ♦ti) ... ... -T-1• II INTO R _
<br />L MM.
<br />15.115' TOTAL W101M) - SINGLE PANEIS( l E1NRfs1 wmm SIHGL4-P.ANLIS-iL —AT-..LALH ___-__-..._-_____,
<br />- - 2,1er - _ - _.. _. -._ -.-_ _.__ _-.�.- eLDCA CONCRETE BLOCK Re E
<br />__._... 17 i00' tF.FrECtNE MOTH) - ). -1 - 193' I 1/4'e-2th 1 AT. TOP_ OR-BW-DM END_ W1114 TRACKS ' •' A O O d EQ. R7 R CONCRETE
<br />I I.290' - 75u' :- ss solo MACfTD - - .-(.-sA.L.i'-dL-.' DS D. M.. 2 3 4 .._ _ .. _.. 1-.
<br />1 - _ '_ _ itlTH...LRACKi 2 8& fl' * DIRECT -A EACH EtfR� OnO F T I- 1 r ,- T- T-r-t 1 -r _E T y^ *_ r^ - 7- -1— - 1-1- -1 1 , E r coMcarrE ANuaRs 2 s REo ca+G °N sn cu oNs /;;ll s,INa POURED cac
<br />^}' 3 OR CONCRETE a+ri
<br />750• _ 1.3•,U"' _ 350' ,1W' » ® ® I I I I (SEE SCHEDULE ON /7� ( 9>y;:. R Fw91MG POURED �'�
<br />t I/4' Cw 1 314' _. '0 µ0L[ • a ,/4' MOUNTED Ai Y Ir 4='
<br />MAXIMUM PANEL LENGTH MAXIMUM PANEL L` N;TH ` a
<br />aA • 12 rYY o C
<br />' , f ,'.500' .270' L'°e-- �'t0' .i (WY IRA eMRMa) `r,.. frl'L CONCRETE OR , _
<br />\... I _ F",,:.
<br />ono' L+ OR L-" ft. D L+" OR L-n R. D sHEEIs B NRwoH D (J sHEE s o MRGuut o)
<br />Q E6B' �A N 1 - IL[4uI EDE ilt•,Eo. 4 q ePC(`270 O.OIi YW t1WGN ' 6,�'4 1 1 _ •4 DESIGN DESIGN .. - ._.. ... _ .;' - _...._ -._ :^. _ _.. ..... .._. +•'��Ij 21/. -_11/4. OCK �_\ `--�..v .. S I ].375• •}--i 1 r WXIMLIM A.S.0 CONCRETE k WOW MABTYUM AS U CUNCRAE k WOW I P, ,. .. . I �T,t/2" �/2• w 9 1 4• °cB7 A'
<br />JJ' I( �NE4MED 0024' lCA iINM; -� nB4' 1.5W i y .. - I I�020EXAF A653 TYP. 7,OW' OBa' - 1p15' PRCSSURE RATN. NSTALIAT1Or6 1 PRESSURE RATING N5il41AT10MB ..- .... A r' w 4' - _ Y .IMX. CONCRETE ANCHORS =
<br />7a0'0[FA6 I (P.e f) (. Or -) L+" P.41.) (4 m1 -) N L- _ ._„_ ..- _, T._-
<br />GNAUE BU MINIMUM HEMMED , . 25• , _ I ( -- LLD/%j- E D j SHEETS o THROUGH lo) i - d �.^
<br />W CD
<br />_ _ .. ., (SE . ' .y.
<br />I ) `r Y ,_ - - Z,t S E[ S 0 THR ON
<br />_ �T I `' 11,iiit
<br />c._6o .A.v EDGE -y 37Y Llep' t.-_1.500' (tYP.) l 21.0 19'-0' __PT tee' __- 110 rP'-PO' 11'-T 1 __ .. I
<br />'_....., / r /l, I ' I I E01 ,.�. 1 �.A."
<br />I1ttAA A 4B }I .. _ o - n _ - ro'-r ! 1 _ -�� i J _
<br />---1 2Q0 fP'-O' rT'-0' 10,0 14'-1' IJ-0• Q O
<br />____._..__-. , t I A 1
<br />]5b'--1 �% STORM PANEL _ 1 350 . OVAM A- - 2ow, - 1 -- i _ l „ 1 Eo( I u 11 0
<br />PANELS :ALAI tK INSTw.m ALWAYS - x.3e7' -EDP rl -d ro 9 30. _ e _ ,., I �^ /'^
<br />• w p♦/, ¢__ ._- -. ( SECTIONS EAS -��"J� ..._..... ., BOLTED CTIONS AS/ 1 M-20K1, 4••'"-_"-T"_", ..111� I I '/' '• LD i 1�) C c0 (,� N
<br />AT END At LEn 81D[ a NUKE 2 H" HEADER 3 "F TRACK 4 (I�iLE-Yl1i1i ,---1S.5. 4.5 eDLr w O EA. ovERUP I 1•�. ,A N , M\-,e,,✓,® SEPARATION ._. -... �16 w 1 / •o s'[
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<br />�'" " - GALVAaZED STILL _-_.._ _,__ _ .._... --- »_. �. 3 C PAWII [AO UP_ 375• PD70' 850 e•.r e•-o' si;o -_J ]_I! ,I I I R c1A55`� ON SWEET 3) 1 ' PANUJ LENGTH IF
<br />ON SHEET 3) j I Q E~ �.
<br />' 4, _._.._, -�... -. _. -_- I I (SEE SCHEDULE n I 'L` Me. IM1n KIN •Mel. ILL
<br />"/+If7'IYfD ITAE% / PANEL a0.0 n'. •• I-/' 6'0.0 -0 7-e' 1 TO CLASS
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<br />.'...� % 133'I - -.270• I' a6.0 nr' " .' e.4.0 A r-2• CONGRF'lE ANC110RS 1 1 1 p •'1 1 (SEE gCN[•pRE C
<br />�' S 11" ) '. _ - _ r 11' h ON SWEET 7) .Q
<br />(SCE SCMEDUIE ON I ON SHEET 3) 1 _1 _
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<br />_ 7 l91 . C L 80.0 7 -2' a'-]' e - Y 0 _ e -S-- r 4AX ' . I M t' L1A55 ,, I �I t C"
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<br />• 7.250' - i // J f 3!- I .Ran ' ' [270' - `' _ \/ ® $0.0 �- C-a• a'-0' 88D e'-Y 6'-10' / µCMORS (SILT :SCMEWLL OI SHFE:TS B. /0 ,kI W / / /7 A` 4 /7 E D �' I R9 � N
<br />7 o I IoSOYETRUNOCD RCEV NEW DETAIOf L - 957r IR a 9 . A 1- --�a.. _ .__ 6' v s 1— tw 6. 2W 6. 3w Eo w e e I/. °c i I =-
<br />1 - -
<br />END UP W/ HEMMED rout 7• -.. 'A 615, 125' 000 — e 7- 0-II` 100,0 III $'_r ! 1 __ ,' I n I LD I Q.. �
<br />(--a.Jle' (N,T S) •�- ._�.,,� iYF• eolt1111 -;`_ _ REGULAR ST RM PAN 1QN 1.1(2• =--�- ' ' ' 1 7 '
<br />2.500" I - � LOG[ a 1•Ne] _ 7 - F-i -_.-1 8u 3• s Y_ Im_A a 3• a' /• (RAW. bf.10APzur 1 WOiE WU1Yj L �� ELEVAT 1/4. 4a. OAP ...,' I .�.-_,._ --i CONCRirF Cot / 1 • 1 1/2' QC. i MPLKABIL). E
<br />.. ,. _.__ -_. _ ---.
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<br />a9,° 067 'L�'Ij ' (�) KEY HOLE WASHER � -.-._ - __. EXSIIIM P oLT TE ANCHORS
<br />3750' 075• (IYD.) -I' ji 750 }105-H154 ALUM Auor r6) KEY HOLE AT PANEL So - ''N"w 1No, saW'w`'�° "' I I 1 I
<br />LLL�-'�.��.._.::: rta0 - _ a' -a• ' M� QJ r _ /'I•-mw,• Ys. Y,s, w/ rAn CONCRETE
<br />F _,-1�._. I EEC SC"EOUIE ON r .
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<br />7.1a4- .. ..__.--. ^-- - ,-. - I' Nm -IRA _ u oA I W .` . ,% t
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<br />'�_ _..-_ _-__ I • ,7 1/t' O.c #f SH[F15 9 TNNOUON 10 1 •,:.„
<br />Im' f .. _ , / Y :, I oERNA1t / (,IAt ONLY
<br />WHEN C210 '.:
<br />1 re0 4'-10
<br />III
<br />i •SINE 51KE1 B R/1R WpiOnN 178.1 __- 3'-5• "" 1'-a'
<br />817' ' ..' / AALL F¢¢
<br />I .. ;G91' I:5' r ONLY VAUO TOR INSTALLATIONS INTO POU
<br />1/1' I .. -EEO lOGrtpl I•V� /•-'•, SET k CKN-IN ANCHORS
<br />" A ARE IS1 (1NCRE'f[eLOCKRED NCNETE
<br />1250' 375 O SLEEVE 2 1 /8 I RIVE) a YWO STR,A-IlIMS ____._ .. _ _ION TO GIA55 SCHCDA.E MAX- GAP ( I USED 4� 51�' MIEN
<br />I MAX. LENGTH CONCRETE ARF USED RECLINED.
<br />�7 �L. , __ _ __ ..-._�..._ REWIRED.
<br />1 f - ! -_x pop•.. 2.OW' NNrINu4 IA+elp SIPPED < T7Q m./.n WIND SPECO > 170 m.Pn -� / -. �N A AL11RWh EXSING PDUREL CONCRtTE :1: PANEUN7ES W' C
<br />f �! N.T.S. t" �. ANCHORS 66R CONCRETE BLOCK CRETE CONCRETE ANCHORS.
<br />1 75n' AMEL LCNCFM
<br />-._ IR3x 5+6' 1..178' T (n'P )1 2,000 + ew• 3o bR 4ESS UNRESTRAINED RES'TR)4iLLD UNRESRWNED RESrRANED IfplfS, (SEE Sf,IKDUU. DN (SEE SCHD W/ STUD
<br />SHEETS 9 THROUGH To) (SEE s 9, T.1f ON
<br />D(1) L+. WAKI V ALLOWABLE PANEL LENGTH FOR A GRAN POSITIVE ALSO, DESIGN LOW. SNECTS B THNOWN 10)
<br />ALLOWAOLE PANEL LENGTH
<br />FCATNE
<br />O O w o�oe _ I' MIN TO 5" MO.� .
<br />J�� TO ZrTERAII NE
<br />MAXIMUM PANEL LENGTH.
<br />GIVEN A
<br />FINAL
<br />7 REM• •li HEADER 8 "U HEADER _ _ DNEN A PDS rvE ASD. OE GH TOAD, DC THYNi MAXIMUM PANEL LENGTH 'l+ fA04 SG tphl:
<br />%
<br />- " J (S, SEE Sr-1,EWLl 9L1LV`N i'Uft M N ,fMO, 7" IT C,M[ I toIN PANEL ICNCD+ "L FROM SCMEDVI f. �IT��1/� y/�� FOS�AINT�fNG13,
<br />[�� �K��
<br />�/y'��7 �•, r�L/r LA�y RNLI. LENGTH IS C[AMI t0 /M MINBII)II DAONNwEC PANG LENGTH ��11LD = Aa-�U•TT MOUNTINQ E�j IYLII. 13 Y.Y171
<br />\.l SLEEYE_a rleliA O '1451,0 10-1• 1• - 7 1/2• BC1A19.EN 'L.' AND % SECTION 1 � F1
<br />LENGTH • 10 �� N11N,r 11 "J" TRACK @ PANEL HANGER IN PANEL UNUM ROR POROSITY GIwuICATI,N— $cA` 3/5-•- sCAI 3/e.1- SOLE 3/8.t"
<br />___3,000-3 - - 60G1-i6 ALLOY AA....N• N,, w
<br />37A• --- J84'-. • EA �A rI[T ., (I 1/4 WIDE) INI(�__ AR EAKEL,. LENGTH (in) FOR A GW0_.iAQU).'!T_1dSt..�p ITiON t INSTALLATIONS INTO *QQO ARC tAITEU TO 95 Pal VA.. A.S.O. OF SIGN PRESSURE PAPNG
<br />-2co. ..... / 'F• Inll
<br />I 1--+ .062- `�'$\•`,.• ..' %'� yy. (USE ONLY FOR E-/. IMNG STORM PµEl I .,, - 9.
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