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<br />CONDITION
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<br />8'-a'
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<br />UNBOLTED
<br />_ t .• TAFCON ANCHORS
<br />IROCK RmmED j 1jjj-
<br />INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES N
<br />1. C-Z MAN li PAPAL SHOWN ON 1K) PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YERIFED FOR COMPLIANCE N L7) MPS" Fi1a BE
<br />OF TAPCOI ANT3HOR4 MD PAFEIAWTE FEMME C k PANELMA/E FLUB INTO CONCRETE �i."•�
<br />..; , ✓� r T �- 7-,_ y __, ACCORDANCE WHIM THE 2020 (7W EDITION) pf t1E FRDPoM euLDRNc CODE. BLOCK aALAI K , 1/4". CAd
<br />- _ DESIGN MHD LOADS SNLL K O[TERItIEO AS PER 9ECl1oIN Ism OF THE ABOVE MENTDNLD CODE. B.2) IINIItNI EYBEdifM OF 1/4L % 7/r CAlll-N ANCHORS S,AII BE 15 7/e' Nip CONCRETE. 'fl •-_
<br />HOOD WPDER WMOt WOOD IwIOER I �-: NCR A MAC SPEED AS REOUMHD BY THE .�SOICTON WHERE THESE SNFf1E1M WILL BE OWALLEO MID NO E1�OMO1i INTO ANY FINISH MATERIAL SHALL K PERMITTED.
<br />�''� "SCOINRD _K 0 i' - 'RWywm ✓`�./ it"�'•.•� '�. FOR A DWCTIONAUIY FACTOR VAP.O.OS. USING ASIDE 7-16 Mp SHALL NOT EXCEED THE MAXIMUM (A.SD) 1/4• ha0 SS SCEMOJI BOLTS USED SMALL BE LONE ENOUDH(SICUID ANY FINISH MATERIAL COT) TO (w � W
<br />r ' 1/+ • TAPCON • r O.C. 1/4Y TAPCON • 6' 0.0 DESIGN PRESSURE RAI*= ND nD ON SHEETS 23 k 26. pN� J/4• pTIO
<br />r 1/�.Y /TAyPCp1 w r O.C. 1 .Y TMCON w r aC. _ ,/P• TM071 e r O.C. t .Y TMOON k r 0.c. 1 �9/7 t/Y MN. TNRFADEO "W�1 t/2' YML TXRFAOED W ORDER TO VERIFY THE ABOVE CONOMOK ULTIMATE DESIGN WOO LOADS DETERMINED Par ASCE 7-1a S C=
<br />IIFA9oH YN tttRrAOED � � //a2'' rl. TwiAom -11 //2t' IRIAT MATT �p(p \` 1 �� //2t yN. TtNwApso / PbE7MT10N AT WOOD PSl7MlXIN AT 9L10D SILAII eE FRmT REDUCED ro A s O. DESIGN wslD LMDS BY WITIPLY9F0 TIR)J BY ORDER To Mal IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE OUTN6 WALL a- k - o
<br />W,� PEIEIM7DM A7 WOOD ``� •PDEt1iAT,OM AT MOOD 1 '` O�IEIIMTION FCeTIM4710N MEANER ,, ; HUMMI I TO COMPARE THESE If/ MAIL (AS.0) DESIGN PRESSURE RATINGS SDICATED ON SHEETS 2b k 26, ANCHORS B SHALL ■ LORD DNOUGM TO N B2I THE MAIN STRUCTURE O[NID SUCH PANELS, ANCHORAGE � � U O`7
<br />IN ORDER To VERIFY TWA COMPONENTS AND ANCHORS ON rink P.E.D. AS TESTED WERE NOT OVER STRESSED. A 3= INCREASE sHML K a MENTIONED N ) AND N ) 'O x
<br />/ 'n' • t/4• 'n t/4• r'� +/a' t/P �. +/2' t 4 / 1/2' N � +/a' 1/4• W ALLOWABLE PKN FOR MAID LOADS WAS NX USED IN THEN ANALYSIS. FAS ft SPACING TO WOOD HAS BEEN L/ w.2 . _ LA- Cl-
<br />' __ , - DETERMHM N ACCORDANCE MM N.O.S. 2015. (C) ANCHORS SHALL K INSTALLED FOLLOWING ALL OF THE REOOMMENCATION$ AND SPEDFWATONB OF THE ANCHOR'S
<br />_ __ ` ---
<br />/T` ) r ( 1 J %'. l r 1 2 a I -) % j• i , % _. I .-_-1 MANUFACTURIDI.
<br />�• , I +M"• ', I L 1 , ` / ` i1E0UNCo -- RFf%IREO _..._._. 7L.- '`; / �aF
<br />Yh I r N MW. I / / w000 IEAO[R 1 IRI1 WOOD IHCIDFA STORM PANELS ADEQUACY FOlt IMPACT AND FATIGUE RESISTANCE HAS BEEN VERM IN ACCORDANCE W iH SECTION 1626 OF o Ho
<br />w"' THE ABOVE D 7AS-ED CODE AS PER FENESTRATION TES17N0 LABORATORY. INC.REPORT / 2031, A3 1+R0'TOCOLS TAs-2o1,
<br />' /DI, 11. T SMALL BE 111E RESPOISIeA1TY OF THE CONTRACTOR TO YERIFY THE SOLMDNFa3 0U• THE SRRUC711RE WHERE SKITTER TAS-2o2 AND TAs-20J, IS To K ATTACHED TO MSNE PROPER ANpfORAGE. tN6 BRIBER SHAH ONLY ■ATTACHED 10 CONCIIE'iE. BLOCK z d
<br />I i � I • i' � i j i L...___ I OONT a. TWS SYSTEM !NS BEEN pFSIpED To NX NSTALIEO oN THE ouTSCE OF T/IE OPENNO ACCESSID TIRE OPEFANO FROM THE oR MOD FRAME BIXLp/FpS. d y �
<br />-� 1 • .� ` f'iY .'.. I /T MM W/O THE USE DI A LADDER Olt LIFT. THIS APPLICATION IS VA D WHEN NSTALLATION B IRENOED TO M PERFORMED 12. THE NISTALIATCN CONTRACTOR IS TO SM/GALEN AL SINTER COMPONEN( CODES WHICH RCWN N CONTRUG, c
<br />r tvMYtoM I I i Vf I I lV FROM THE KM OF STRUCTURE. CONTACT WON THE BWDM4 TO PREVENT WND/PWN INTNUSION. CAULK AND SEAL SHUTTER TRACKS ALL NWIAO FULL CA ram- f
<br />ale, somamm(SEE 14L 1' 110OW) tTHA4s _q -_ - ,� PANEL LD+cm laL � ' ; r�NEL M � ._ � � PANEL ,EwetN w �� OtAes _ m wp ., ' J. SERIES 1000 MTAHE PS IS Or STRSUEUCTURE
<br />TO STOLE AND DOUBLE HUNG STYLE WINDOWS; M,EN I/SfALLAT10N 19 REOIARED TO BE l3 STORM PANEL NSTAlATON SNAG. COMPLY REAM SPECS NDICATED N TH/s MAWI4 F� AH• MADWO AND ZONNc 3 3
<br />To RAN m RAW I
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<br />._ - ' , (SEE NONE , Kl 1 PFAF'ORYFA FROM THE NSCE 01 sIRUCRIRE. y -
<br />IP ,v4� tDo,H E h R� t I fEGU ATIONS PROVIDED BY THE JURSDICU(N MB% PE1M IT IS APPLI D TO. AJ tD
<br />omnvc I •L• �. 4. SERES ?DDO MWAAATCN b APPLICABLE TO SNOLE AND DOUBLE HIND AND HOMMAL SLDERS STYLE WNC M MEN '-y
<br />to tA111F (SE NOR , eELONI = DA7 to /uet 'L' 1i1oi' /' MWALLATION rs REOLARED ro K PERFORMED FROM THE INSIDE OF STRUCTURE. 14. An" WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PMd POMM O7
<br />OLAM aM Ware Pma LENGTH
<br />Wm14) 0 1/4'F-?DAt' (� i _ I CA° ° 0) •ELOWI 1J1'hapl ' ONO" PANEL LOOM�/,y ( +� 1 •CD"') 5. AL ALUMNAAt EXTRUSIONS To Bf 6D63-Te AAAY AND T[M►CR. (lR•A�E55 OlFE11WDE NOTED 1S. (a) THIS PRODUCT EVALMTION DOCUMENT E.D.) FM7EPNiEp BY THIS ENCAEER i CEFICRC AND GOES NOT PROMOS •� T
<br />JJ
<br />i ;s Y3: w��T-` e' ^- w elaT 1C Fg1C &L M.E. W \ +. -. l II01RW710N F A
<br />n i 1it1 (0
<br />{ -- ? �' -. 6. ALL ALWNW SHEET MEEK USED AT CLOSURES SFLALL NWE J105-Nt. ALLOY. OR WE SPECIFIC PROJECT: I.e. WNEIIC THE SHF CONDITIONS DEVIATE FICA THE P.E.D. E
<br />-"i MAID 'AIF G` q Nuf \ -.._.. 7/ne• r J/32' C
<br />-: I _...- (D) CONTRACTOR TO K AE6PDWAU FOR THE sELECT1o", Putoo E AND INSTALLATION NCLUDNG LIFE SAFETY OF G3
<br />.- i i I(47 TAPCON, �vY \ -_"'Yr ._ 7. ALL SIM SEET LETAL PANELS SNU. FNYE STRUCTURAL DUALITY STEEL• ASTM A-6W ORDEE SO Wn.. GALVA IM STEEL THIS PRODUCT BASED ON THIS P.E.D. PRONGED HE/SHE OOCF Not DEVNTE FROM THE CONDITIONS DEMILED ON n-
<br />�- DESFONAST w vi $B.5 AN (AFTER Ro=). THIS DOCUMENT. CONSTMFC'ICN SAFETY AT SITE 4 THE CONTRACTOR'S RESPgi6NBR•TY.
<br />��L ..-•
<br />_.-. PENETRATION AT = '_JY.-- _ T- Y'. . - : I f ' .� a ALL SCAM To K STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON/ STEEL AS PER DIN (c> INS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVKC IF MOW".
<br />• Ir- v -- i iYDICM of FUTE v -- ��1 '. SM Ill w/ Bo IW YIELD STRENGTH AND 90 MIN TENSILE STRENGTH k SHHA L COMPLY W/ FLORIDA BLXLOID CODE SECTION 2411.3.3.4.
<br />(4) ME SPECIFIC PRONEC S SWILL K PREPARED BY A FLORIDA REOIWCKO EWNEEN OR ARCHITECT WHICH wu
<br />! ' I i �iR. I •' , ' ' I 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AS 304 SEIZES STAINLESS STEEL. WITH 36 Ixi MNNUM YIELD STREMGFN. BECOME M ENOtlIFER OF RECOILD (E O.R.) FOR THIC PRpJCCF AND TWO WILL BE RESPONSIBLE FOR tM PROPER
<br />USE OF THE P.E.D. ENGMHEER OF IKCOW. ACTNO AS A DELEGATED DWri4R TO THE P.E.D. ENGINEER. GALL
<br />10. ANCORSS O WALL I AL a E ASKILI
<br />SUBMIT TO THISPATTER THE SITE SPECFX DRAY145 FOR REVEW.
<br />I
<br />(P) RECORD
<br />ORD TMA �B T� DATE AND oRKINAI. sEK AFRO SICIATUIE of THE PROFESSOHIAI. ENOMEER OF
<br />Y y - f,,. 1/4'•-1'AJ 1'S.S. Y.S. W/ ' t�t� - 1/4' TX 7/ ANCHORS AS MANUFACTURED AS MAN FA TURF BYD IE NC. (MAIL I . fe93 P-W.I.)
<br />a cow. COT. -__F / _... _ARED
<br />_ 1e.
<br />ti•Ip"O0"C'IT I 1 I rnN/ ` ' ' (WVMC) - - RAAILE ID ! PNEIAMTE PLUS ANC110R5, As MANUFACTURED BY aC0 CONSTRUCTION PRODUCTS. ACCORDANCE
<br />CE WITH S TIO SECTION 1OF FLORIDAar THE FLORIDA K PLACED MR EVERY OPO".
<br />� , 1 ; � ; /4" • x 7 •CALK INC. (MIN, rt-3000 ,L..IJ _
<br />COM
<br />VISIBLE
<br />\ I.4 • 3/32 Iw16 _ ' I 0' 14 10 P ACCORDANCE WITH SECTION 17011.9a FtdBUILDSNO CODE. OI/EYUIBFL SHALL �"
<br />i /2' i wASAHFR (BEYOND) 1 ; I IIAWeR • 1f 1/2' O.C. /J: wI4 IIn .. _.-----_.. / ANICLMATE BUILDING coDE
<br />N ANCHORS. AS AIWLIACl1NED BY OEWMLT AT SRd1Y PANEL N
<br />i - ( i I YA-JJbO .ALL)
<br />t { 1_ _._1_-_.__J
<br />I i , 4Y nlFcal • 6' G.C. '; We** 3/Jr WIG NUT : I i �1 L!/r. ■ J/JY VINO NAT
<br />__-1,[�4•dP06U1P�OXw/�k r o.C. , .Y TAF0611 k r D.C. I ; 1. i , 1 MN. TNM/pD I i '' 1 i, I AT WN►K1Y EAIEDYDR OF TAPCOI ANCHORS INro POURED CONCRETE SHALL B[ Q J s AND a• FOR PANElAI11TE
<br />am)THItL- D l., ' 1 'I i - ,AO�°W0 ! I,r1 ' I 'i nCIF AT wwlmH I {h 21A• w00Qp�T 1 1 WASHO k 6 1/4• D.C. r.4• WOOD _ } l 1I ) FEMALE ID ! PMNELwTE PLUS.
<br />/
<br />I I ' f TE �_ 1. 1 _. U
<br />RSOUNWO ' +c RINSED 1 1 { NNSHIOR • (REYDAD)
<br />OF PlArTW" AT YOWCM - --J% PFLTRAT,OK AT WR■M I I , 14, {1 I '_
<br />OF FIAT[ or Pur[ 11 WOOD ruT[ ROOD PLATE I ✓, I 1 L 1, 1 At) MMMLOA OF t/.•I z 7/e' CLLJQ-N ANCHORS SMALL BE IS 7/8' INTO CONCRETE. NO EMBEDMENT NFD
<br />PLATE �. ;81�e 6 1 4. O.C. w 1 - - 1 f • I 1 4. O.C. W 7 7 --. I PERMITTED.
<br />R7)U61m ,W,MUR® �14-10 PA/ICANTE {�� �, �._.�J 1 I 114-w PANCIWTE ANY MATERIAL SHALL BE
<br />tr000 PLATE // PP:/6' P /1I'
<br />MIN. TINEAOED POK7RA>ryll•ON.. - T ' ' MK ,NIHGOED POKIMTC// , 1 1/4• h20 SS sIOLMWLIQ BOLTS USED s1M11 BE IDNG ENOLMII(sN01AD ANY FNWI MATETBK EXIST) TO fNOADC 3/4•
<br />WALL ATM, AT MCNDTN OF PURE ....L_ �. .. AT MOMM OF PLATE i �Y� j I INTO ANCHORS.
<br />AJ) N CASE 1/NT PRECAST STONE PRECAST CONCRETE PAAE.IS• OR PNICRS BE FOUND ON THE WS1U10 WALL OR !'
<br />SCALE AN' PANEL SCALE 3/6'-,•MEL SIGMAS 3/e'-+` PLDOR. ANCHORS sHIAL 8E 1.o11p ENOUGH ro R[ACM THE IMAM 9TRUCIIIE BEHIND SUCH PANELS. ANCHORAGE SHALL `�:' •VG
<br />AAtt1'H PAR ■ AS MD MW N AI) AND N A2). ••'•
<br />�A ►,....... EA p,. Tll (/r✓ (9) to mNralEtF M. ND. 44187
<br />1.M !l�'••-`G�f( • i �wE 3/e•-1' 3 'J,GEN,&Q•'••'i SCALE J/e•.T' IFLORIDA /ULOW CODE 16 Velocity HurrlaDNs ZDm *' 't •�* iWRIOA BWLDLEIO CODE M h YW HurrkaR/ ion
<br />,. IOTAl1ATI0Ars ARE DAAv WOAD FOR 9talDI49 WRN ASA OESIDIH tDADt • Vi i•10RIDA BUILDING CODE (High VN NurrloeM 2bTI - 1/4' • TAPCON ANCNOIRS AS YMILIFALTIIRW 6Y I.T.W. S1aLDE)L INC, '
<br />UP TO .GAGA, -7LO PSF MD a,NELS LOOM UP TO r-r. ,NnI ILI= 4c SI�EEi � ,m6a tlltfa, lIG
<br />2. PAIRR N oM "W vM%K K a ow0000 � 70 K toMTFIDLN * ; z P ) @LA' mow,
<br />Nst Ain • * '�-- - �•• oIIAAAI p:
<br />.116 OR
<br />NO.4 � * 20 CAGE OALVANO'.ED STEER. STOCII PANEL FP' '•. A7( 20 CAGE WILYANLT[D STEEL STORM PAlffl
<br />'• •000t K1m0. FIQ iP.
<br />NO 4 ?a DACE GM.vAlNtlp STEEL STORY PAIIEL oAii�IN i44,o XP 7A� vTE�FtNNANLEvwnw�T[ vl�s'�AN4woAs NiAcrQrAEa RnFcico coNsrnucTloN
<br />T. RNSTALWDNB ANE ONLY vWD FOR wtILD14s M,H ALSO. DESIGN LOADS it -�
<br />- „�/yip UP tD .5", -72.0 PW AND PANELS LENGTH LIP To e•-r. 1r :• - a/�� PRODUCTS (rm ito71 . i p/FIV'Ns
<br />ST PROTECTION PRODUCTS. LAC.s SATE __. { __ - AL PROTECTION PRODUCTS, U.C. -- - - -
<br />•,$ Rwr: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO K SOUTHERN _ '•• I L E C O IMe. °"` p7 17 L� C O Irw. L�AL PROTECTION PRODUCTS. LAC.
<br />oMu
<br />iOO�('�A•.• M0°IM,Mt``n°13n'�i`T PO4 NO. 2. w/ SPECIFIC Dorset OF 036 OR ODUA O' •.• OR10 •. M0°InMclwa°' .ro I R'31N.
<br />3.� C•Ce:� :::'E K FL - "MM - pw ?.*it. (WAND-Tw. rAe tp4Ww'-op 20-T76 .h.`SD :"::: •4_ _ � � ,�Iw A�wA-a, A••Nw 1IWIs, /wM)lp-Ta0. Fwc RNXIUF-DIN 20-176 '� WW2..- N+O•� hNMI1rF_K7Ia. rAe dI4)tp-IfA 20-178
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1')
<br />(TOTAL WIDTH)--
<br />--_-19.600• ([TfECTNE PA M)-- --- -- - -, !
<br />1/4
<br />2. O.WI• WL TFNGI '
<br />21 .`� . U � TAP. AMU A-K3
<br />l OFAM so boom ORAL AT
<br />LOIYAL A MA 0-60 oLW.
<br />1
<br />Q STORM PANEL
<br />31
<br />► S END T `
<br />w/ "DR" toot. �. R.amF• _ j
<br />ISOMETRIC VIEW DETAIL A
<br />ROLOM CONNER a ENDS OF' PANEL'S
<br />END UP W/ MEMARO EDGE
<br />(MT.S)
<br />- 1-.125'
<br />II
<br />I•--3• MOR.--1
<br />Q7 3"n3"(Mgv,) ALUM, ANGLE
<br />O �"h'�� © ��D wU�K
<br />J13'.
<br />.1xi• � 125'
<br />3.7SO-
<br />2 f- r
<br />i P�. I
<br />.000- 2.000
<br />fi6=.730- !
<br />. ..3 j ._.._I t '� 128-
<br />4O "j" Tit dC � PAgU © ZITS"(MaN.) ALUM. ANGLE
<br />i , 4
<br />8061-TB Mum. ALLOY
<br />� LOBO• (TY10
<br />1•--.7bo'
<br />STOP BAR
<br />II, LONG
<br />/063-T3 Akom ALLOv
<br />3' Net• 2724 00 , •/24 4 ,�* OU MDAI 3 41111.0111)
<br />,• OFIIGl1[ A„OIIOWS ��M. 3• YIN.
<br />- � {IK 'JCIMIIIS OM 911QT s) i 1• WL
<br />i SAP,
<br />,n no ors
<br />�-�-Tyr - - - - • -. _ ... _ s i 1•
<br />!� WR FAAwL) r (NQBIdI ►MIN h"wYp1 1MIWy MIW�IOR M/kl) r T W X t• .7..r_r_-r-I-tyrrr• +-r-,-r (� Cl�
<br />MDR A A 4 td■ ' SE[ PANE ! >, 4 "'a"(CO PMAIELI) 4 SQ
<br />• � LLh�iillDlant b >i •L•
<br />• LL
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<br />es
<br />[IT It ITII IIIII
<br />I I FT III
<br />-. T' _ H NIFRIOII PANElSI PMICANiS'(TFP)
<br />SNE NOTE 4 OPIUM. NOTE _ Y(AL nwit 104
<br />A% CID ►MILi)A
<br />RON
<br />.MGxr. 3 ® • YJ sR SOCOdw O" WILET 2I OR
<br />IN w/ qt w VW PAND.(� A�yEp 'r • UST pA "RelS� To K MARLED AT wFA/CN
<br />• tNYNi AIW 1 K MMIOTYNO1C�OdO10wf/1'TVWAL ELEVATION FOR
<br />NNt IWgF W FAOtNAKTE MTIYATOiI
<br />- aflE REM OCO iP K IRi/U£D PMW - ON'C[ OF fI IF Wn3M k,Kj,RL FROM
<br />9wMt AWOL or srRucnNc
<br />.DNS . ,
<br />1/1• N... GAP
<br />-owt -&Q) aw tpA11N
<br />SECTION a-
<br />ft" 3/M• - 1'
<br />NOTES(t). REFNTON of SfIMx tees: E - 2 MAID STORM PANEL SYSTEM CONSSTN0 OF PANEL +
<br />jB,M' � w 1� MATE PLUS ON I LONG
<br />(i). DII'SCIDN OF 4ESE5 2L1o0; E - Z WAG ROO STORY PANEL SYSTEM CONsrs11NG OF PAN0. + (2). ENT PANELS SFIML ALWAYS SE CONNETTF♦D 70 SAL MILL BY HME/VLs O
<br />ATM
<br />C•nt. TRACKS TOP i OM TRACK
<br />PANELWTES OR, F USED Y W/ IS LONG TRACT( AT WALL
<br />BY
<br />END I'AIEl.S
<br />(2). PAIE.LS STALL ALWAYS BE CONNECTED TO BOTTOM TRACK 0711ERMSE A STOP BAR SHALL ■ TOUTED
<br />TO Y/ 1 4Y-20a3 4 S W/ T/LLT,]/3l'
<br />SNHML K PROVIDED AT TOP Of SUCH PANELS. WNO NUT M 1/4'•-10A3 Y{n IRO TAPPED (�J EkCEPT AS
<br />(3). IF LAID ARE t"xtwAIEtTEo TO gOTTOII TRACK. rbFD10eTXN SHALL CON= OF OCMCF400 oN NOTE p)
<br />1 4'h2�{' MS. 1Y/ 7/rIR3/J2 MRFG NFT OR ,/1'tlRya' W. TNtAABSQ%W (3). FOR CA9LS WHEN EN) PANELS ME 115[ JOINRY w/ i6' LONG T.(� AT
<br />T BOTTOM TRICK L TON a iAS7OEM3 MAY SE Ai OTHER OF TYO 1L
<br />EXIESOR FIAT FLANGES O tlD H'MEL BUT EID PANELS ARE NOT CONNECTED TO BOTTOY iRIpT STOP BAR
<br />(4). N CASE TENT TO PANTS ARE NOT CONNECTED TO IOITOM TRACK (N.4. A STOP BAR SHALL K PRINTED AT LOP OF 9UC1 PIVELS.
<br />rs ONLY 116ED AT TO►) Ai LEAST TWO PANELS SHALL K CONNECTED ro BOTTOM TRACK (4). FOR NbiAtFAT1oNS w1EN END PANELS N O SxK NTEDDR PANELS ARE DIRECTLY
<br />USID SPRIGS I1D101TE0 ON 710T[ (3) ABOVE. N SUCH CASE. CONNECTION Of PANELS MORiTED ro COS111N0 SILL WALL MEANS OF
<br />MPELIAA ONE O ON PANEL
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION . %.Too PAIELMII/CSMAY KYFQRLOIYMO AT SHOW ON "U"A AITACWW 8r>F TR'AIC�K3T0/t2N•LL
<br />(b). SEE SECTION /', 3' k 4' ON SHEET 24. S[i ANCHOR SCHEDULE ON SHEET xi. MTh. EDGE DIwTANCE FOR TENS oAS[, OREI"Oft PANEL IAED Y ./ (2) COLS
<br />NIIN NOT NEED TO K CONNECTED ro BY ANYSUCH MEAAe. 11NCK SSSIIINNNllllll E gOiAiED
<br />.'`�•({ A. Ti((/r , THEIR OOP 1t NU By
<br />ADOCENT PANELS 1. LDT k RIaNI SIDE OF PANEL) NAVE
<br />INSj�{,{ATtON DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL MINTO POURED CONCRETE OR CONCRETE BLOCK
<br />tl101ri�
<br />WMwww 4
<br />Wl�JI°. „ ,i--�,i /raawW�
<br />is .1 YAK-
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<br />F7R ,/IY 1' I d�MHIDN I �4 1•
<br />W lAd.
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<br />aalAl sW1,mm aa�) WALL 1i1� INST•
<br />WALL MOuNTI�_
<br />0 aALt 3 t
<br />SALE 3�L/CtA2LLLMFFNyt0 -N/i
<br />D 8 �L
<br />1n MICM,O1710Aw N6kANeAirs FOIL
<br />% E w Mla • (p ,AMA VQkP IPA A 7K N R(pA In
<br />4 AA /OF7011• w� al 1aaD M L.
<br />IENn AeINHApM tYR s 7IIRT n.
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<br />XTAN • Lill. - CM DGL.W
<br />WALL 1A- - ,• " I>*tOyl)wPn
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<br />7
<br />ps I
<br />WAIF Or �'{Q eM� P1MLT
<br />O"l+a o"'wRR"''t,MO
<br />..1y L4• I yl,•..
<br />11
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<br />SHEET NO.
<br />SH 1.2
<br />
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