|
TAPCOB 4 S' (LC,
<br />12' MK THREADED
<br />APIOt AT WOW
<br />3132• wNc NUT
<br />O 42 I,/2' O.C.
<br />4 4f TAPOW O 8` O,C
<br />ACED W/ WWI
<br />W 1 1/2' Hal- TLotFA=
<br />- -- - wPENETRATION AT MI WIDTH
<br />OF PLALIX
<br />- "4"WOOD PLATE
<br />D
<br />WALL LMHTM INSTALLATION
<br />WAIT HINTING L� NSTA•I,��Ai1fMt
<br />�NTERN►ITIVE [ ALTENATM HIV'
<br />4 REGULAR PANEL0 LIFE UM PAN
<br />SCALE 3/r-1 SOME 3/9*-1'
<br />i
<br />1_ NN'TALLATIONS ARE ONLY YAW FOR BURONGS WITH AS,D. DESIGN LOAM
<br />UP TO +5&5. --79.0 PSF AND PAMM'S Lk'436TFI. AP TO 6- ,
<br />2. FIR WV WOOD FRAME CONSTRUCTIOW WOOD MEMBERS TO BE SOIFTit3MF
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF O"55 OR EQUAL
<br />9
<br />2oLkH• 2�1" -- tt
<br />AML
<br />N AT w000
<br />1!',stak.
<br />PANEL LENGTH
<br />(SEE NOTE I BELOW)
<br />1/4.4-2(
<br />SS, Y S
<br />71e.
<br />HEADER
<br />4`0 TAPCON rA e` D,C.
<br />It 1/2• MM 'THREADED
<br />4E1RATION AT WOOD
<br />1/4'h20,N3�/4'5.5. MA.S, W/
<br />- 9 4 4-20.3 4%.'3.. M:S. W/
<br />j8'fM Ij32 WW6 Nut'7,/e"'+,h1js2 WING NUT
<br />rNaSEIETt 0 12 1/Y U.C. - WASF£R (BEYGI81)
<br />1/4• N TATAON o B' OZ.
<br />/1 12' MIA. THREADED
<br />P
<br />OF PLATE AT
<br />'x4^ WOW PLATE 14WOW RATE
<br />QUIRED
<br />Jt€fiNG LN.cATALLAT iN 1NAL r 1LflUNTINSI INMLLAIM
<br />7AMt, Q REOk.M.aEM ALIERNAM 7ti�[
<br />lye
<br />/1
<br />/ TTai2IDA BUILDING CODE ( h Yelac ' tww4u Cann Zone
<br />.. tans R GRA AAW. 20 GATE OLYAHM M M $TOM PAiIF[. Ffi�
<br />IL ECollmc.\
<br />fflm
<br />raannt PY
<br />PROTEECCTION PROI'ti1C'I'S, LLG. G'/"''A
<br />r
<br />Gan rtiww YArvawL mwr R1+
<br />15-W2T
<br />lff tNsNfI-jNls, FAX-{isat9-aaN7
<br />�e
<br />r.
<br />•. �-aGcssrN
<br />� A3 wG.it`A x a'rrs"aei ,,.a,s s - - to aF 24
<br />«
<br />}M 1
<br />�x,_"�TI � �; !i# .. 111 a-..,L. #i�, '".ia.►
<br />/ CAW K.VA NMI THICK N`
<br />AS4M A-tFS.i
<br />C- W GALV.
<br />48$
<br />�D
<br />a a �a as as +r
<br />I
<br />.7 :o55' (TYP-)
<br />I
<br />-,750`
<br />STLIP RAIL
<br />iI` LONG
<br />6OP3-T5 AIIUHI. ALLOT"
<br />Co=fJ
<br />olfSEPARATION
<br />af
<br />t
<br />-
<br />+aN.A -7"
<br />TO' LESS
<br />2 9/11C
<br />BOLEEG *
<br />V 2', 3, 1'W,
<br />YW a 3'b
<br />+40,U. -•751
<br />TOT OR LESS
<br />2 7/0,
<br />BOLTED '
<br />4• ! 4'W
<br />* BDLTEa W 1 +'WBM101T L M * 01INGNUT AT aVW4AP Ac 4OX OF PEEL. LENGTH
<br />WAR.
<br />;rxo*oictxj. Awm, ANGLE
<br />41•iF.
<br />L •, r r, ,'a .:Y " •11+�.:, ;,a; '.+MI r...... f.: '-.saaWAIL
<br />�L
<br />..
<br />PRESSURE
<br />4}
<br />womb" ANom BPNOMIC FOR L M _ 3 1�" *�
<br />ANY �
<br />OF THETA
<br />VNEL
<br />MAX" 3
<br />_
<br />CAUK-N
<br />pAgam TE FEMALE a PAF�Aii PLLCS
<br />-
<br />TO CONCRETE
<br />fj=IV E
<br />TO CGNr�E
<br />mCONCREFEulacK'...
<br />10 WFICAEiE
<br />�IorAe TO CONRETECONCA iC
<br />12`
<br />N/A
<br />12"
<br />N/A
<br />12'
<br />N/A 12'
<br />N/A
<br />Vat 2' {FOR+)
<br />DONS +
<br />-
<br />12`
<br />3•
<br />12"
<br />S'
<br />Is.
<br />6" B"
<br />B`
<br />1° BC'Tommm)
<br />" OR LL'SS
<br />N/A
<br />N/A
<br />N/A
<br />WA
<br />N/A
<br />N/A.. -12 1/2'
<br />.-..
<br />11`-.
<br />TI, --75:3
<br />R/A-....
<br />B I . -..
<br />N/A
<br />4 1/2•
<br />N/A 4 I/e
<br />N/A
<br />3" (TOP)_
<br />12`
<br />W/A
<br />12'
<br />N/A
<br />--
<br />8 1/2'
<br />-
<br />N/A S 1/i
<br />N/A
<br />x (Bormm)
<br />12'
<br />N/A
<br />Ir
<br />N/A
<br />T2`
<br />N/A 12`
<br />N/A
<br />4' (TAP)
<br />12'
<br />B'
<br />12`
<br />9 1/2'.-
<br />I2'
<br />#� LIMITED TO Bea Pa.A.S,a. O£Slpt Po41NHGc..
<br />A SEE S HEST 26 NOR ANCOM TIM A SPACING FOR NMJMM wo6 MOOD
<br />FRAME BUILCM
<br />MINIM MOM WPAI*IGB AID MNtlNNA WX WI NNE ARC KWA7kL ON THIS
<br />SCHEDULE. FOR E6. I= 11 W.... 9A11CAM ON SCHEDOIr REDUCE AAICNDR SPACING
<br />BY WAYIPLYNG fiPA4R1 OHCIYN oN STA♦ax" BY "TIE FCH 004 FArCH9m FM
<br />INNS OPEN To BE Fes". a1BlF. 1�'/ULEo 711BfiY= Its iAfWCR SHALL
<br />FICT BE LESS TBAN HORMRNA ' 9NIGi`Ja1F� 1 EACH... ANC TYPE AT
<br />ANCHORS
<br />1j4i
<br />1j4'a
<br />,j4's
<br />1/4's
<br />�
<br />,I
<br />t5�ut-n
<br />LW. ANCHYYIlACifbx
<br />3
<br />3
<br />3
<br />-4 1/R
<br />IEpaLilOrAaPCC
<br />CatlariMa 6NJ
<br />3
<br />3
<br />3
<br />s
<br />TALKS
<br />6annlNb OaNta (W
<br />3
<br />3 4/4
<br />3 1/R
<br />+
<br />ACIAAL. Et.'I. 01M De H
<br />FACTOR
<br />1t
<br />-
<br />_
<br />-
<br />2 I
<br />3 t
<br />-
<br />HAG
<br />-
<br />HAG
<br />Q;z
<br />+ CE'.
<br />S MML MSLV BETWEEN 801I OIA OF" PAMmet 70 SE: 1/Y,
<br />1
<br />L
<br />"'I + H€CMNffi'3 mm OIS mm 13EI BOTTOM OF PAII I
<br />AND TO B€: 3/He•,
<br />Mox.
<br />FLO M4 M"t1IAIG CAPE
<br />2'a
<br />RE
<br />Efl{-10 P"a
<br />O 8 i/4' O,
<br />AT MIDWOTH
<br />WALL MOM ffiffALlABON[
<br />t rcM&M aAW
<br />O KGULAR PANEL
<br />SIALC 3/8-1"
<br />1, NST91ATONS ARE ONLY VAUD FOR BULO GS Will A,S.D. DESION LOADS
<br />UP TO +r55.S, - 724 PSF AND PANELS LENGTH UP TO $"==8*_
<br />2, FOR NEW WOOD FRALIE CONSFIRUCTM: WOOD MEMBERS TO BE SOMBIN.
<br />FINE NO. 2. W/ SP€QFIC TENSITY OF GAS OR EQUAL
<br />F` Dec GFP I
<br />'�tiPl A:l Yj oR wo .Q
<br />SMION A --A
<br />SCALE. 3133• + 1'
<br />(1), DFETNITION_OF SEI.IES-2C�}C_- E -- 3 hANG STOSJ PANEL 14VS O CONSISTING OF PANEL +
<br />Cwt TRACKS TOP & BOTTOM,
<br />(2). 00 PANEU SHALL ALWAYS 5E CONNECTED TO HOTF= t TRACK OTHERWISE A STOP BAR
<br />(8j SVSLI, BE PROVIDED AT TOP OF SUCH FAdiEEL5-
<br />(3). IF END PANELS ARE CONNECTED TO 9ETFT`OJ TRAZX. CONNECTION SLOLL CAST OF
<br />1/4 f=20x3/4* M,S. W 7 6'Ax3/32- WINGiWff OR i/4*#x3/4' Win. TI'-WMSSCREW
<br />N1"ITD TAPP€13 BfJ; {IIA� L:ATK-kN# OF FASTINM AiAY EITH
<br />ER HER TWO
<br />E7€I ETi!i "' FLAT FLANGES OF END PANEL..
<br />(#)` IN CASE THATBAR
<br />is ONLYGATT TOE LEAST *0 PANES MA&LL.ARE NOT CONNECTED To at 50TTCO TRACK 1<I TRACK
<br />USING >�ATDT ON NOTE (3) ADCVE� IN SUCH CASE. CONNECTION OF PADS
<br />TO WnOM, TRACK MAY OCCUR AT ANY PAN€€- LOCATION.
<br />(5). SEE SECTION 1', T & e ON SHEET 24. SEE ANCHOR S:WEMKE ON SET 25
<br />>T1f
<br />IFLCW+1)
<br />1��=a
<br />i�tNNNk'ORa'. ,
<br />Y INL�n �
<br />I6L5
<br />2 9/15'-Min.
<br />TO Gumt
<br />{
<br />t 4•••.2TA.S #-" GiJSa.
<br />_
<br />'
<br />IT`.+ac
<br />1wm
<br />6
<br />VAERY
<br />EVERY OXRUP
<br />_
<br />i
<br />ALCI
<br />e
<br />PN
<br />Loll
<br />'
<br />.. .4A
<br />61
<br />"r
<br />�`I�rrrHa»�eBAIrNUNta®H�t��rtr�PPNANNtAMNNM9INaNI�M•
<br />_-__ _-_ �.-......_.� �,......�....�.-.��a...,>_�e_r:,rraYYe;s t�!•1r•S�lillrll
<br />60 & ILI
<br />NOTE E 2, 3 4 BELOW
<br />r-
<br />a•. r Gar,
<br />-�ILIL '^'�, ', � ► N :« i 4 i1E = a .!. _ s s a!
<br />Mr
<br />� . 15. ik F„ e N s • a y .a.
<br />asa N• i.
<br />�' SAC -FAIT PANELS (" 111NETT & RIGHT SIDE OF RJESIOR PANEL) HAVE
<br />TAIL RETALNEi7 By
<br />A+r
<br />iitWXW 8ddtdli G Cwlf (High VoIBcrty N�rriccrre
<br />_
<br />7�a€�
<br />9s2 TS TAB Ac E-T HANG. STORM PANEL SYSTEM TR
<br />Lin aut GALYAInt o AE4 SIGN PAW*
<br />;JLL
<br />Domm W,
<br />1�'
<br />'',
<br />A r
<br />• ,,��_
<br />f "
<br />' �''
<br />iN «°
<br />i t C Apr �`yV"•^ I�TFtIINIL YIIN�li A [ t[�<
<br /># 4 'tea, ii► F N C, 4= &w- $1 SPRff -
<br />ifY FY »' AIL t°YNYl3as41fY' oWNE AIL (
<br />rasp Mk aeac a,. as raone ow�wad4 WL atie Itta4--aa4A Fra: 4:t4)4NA-Bx7
<br />MWIY: Aa'O-SANK' . fav 1 palo BfS..A&3Y
<br />VNIAlf A 191$7,fil, ALL' , nA wawmei - + _
<br />bath€ 23 (f 2b
<br />TO GL4664.
<br />a
<br />t'1 a `I'OVEPW-
<br />i
<br />/tom /�•
<br />G
<br />I
<br />jj
<br />WA
<br />- allwn.tO,H�ii �
<br />t�%� _ I�1� • � «
<br />1/40 LAG•eOc. W/
<br />11/2' tOr. -
<br />TG MKS MAS We HEAO9,
<br />eanL `U
<br />KFPr F 12 12 DLO,
<br />fitCent, A14-1' s1A,s.
<br />a me OF }
<br />i 4ETAIL 1/24 J
<br />Li WJN{+C`P-LAi
<br />0t2YLCS..% N/ i/Ir*l 2.•
<br />1jil2' SCREn s* ac, w
<br />2L O Hb CATIt OF PATE
<br />,AT OR ON EDGE
<br />B HL. aff MOUNTING
<br />ALTFBNATIME a
<br />SCALE
<br />FLORIDA BUILDING CODE (NTah VaLacHt,« HurricaT
<br />E; z um c"IO2Le pm
<br />MINIAUM EM c" TAPC#1 AI4CLi4'MLS AND PANElJMAT€ FEMALE 0 L4 PAN HA•lii PLUS INTO OONHCTi£TE
<br />1. E Z HAND STORM PANEL SHOWN ON T1 PH1C111UCT EVALUAT L coctanDa (P,E„O,) HAS BEEN MERIiIM FOR COMPLIANCE IN
<br />GLOM SHALL. BE 1 I/4'=
<br />GLOM
<br />ACCORDANCE WITH THE 2014 EDITION OF TESFLORIDASIG CODE.
<br />DESIGNS WINK BADS SHALL 1 DIETERM AS PER SECTION 1520OF THE A MENTIM€D CODE.8.2)
<br />MRN#AtMi fMT�iihi�lT' t� 9/4"s X 7(8" ,L CAL ll SHE IS 3//8' INTO CONCRETE—
<br />No INTO ANY FINISH 9AL.k_ BE €fly-
<br />FOR A WIND SPEED AS TWA ETY 7N SHARTERS W1U. NNSTALLEB AHI}
<br />FOR D1FIF RDFiAkTY FACTOR Kd=iH.4 us1N AscE -1D F T 1STA1 LATKINPa tlL tt 2D14 Fac SHtALL
<br />-EMT . FINISH MATE1 DOSr) TO
<br />1; x~ s-xa ss Ewuyc €rs tss st E I� Et cH{ SHOUID
<br />NOT EXCEED THE MAXIMUMjA,S,D.) DESIGN PRESSURE RKTIdG9 INDICATED ON SHEETS 25 & 26.3/4"
<br />INTO ANCNHdYR3.
<br />-
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DE'S1i,N WIFE) LOAM ODE'EtAR" PER ASC€ 7-1..0 �
<br />SH LL BE FAT R� TO A,S.D_ DESIGN WIND LCADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />CONCRETE TE PANELS BE FOUM 4 D THE DUSTING WALL"
<br />8.3) IN CASE THAT PRECAST STONE OR PTO REACH
<br />SHALL LONG ENd1JDH TO 1'iFAi:H THE, MAIN STRUCTURE IMiD SLRA4 PANELS. AtICH1Ol'BADE,
<br />TO COMPARE TOM W/ VAX, (AS"D) DES" PRESS RATINGS INDICATED ON SHEETS 25 & 28.
<br />SHALL BE AS MOMOUTED I4 &I) AND IN 8.2).
<br />IN ORDER TC1 vEWY THAT cumPONWM AND ANC;ROAS ON '00 P.E.O. AS TEu'i'ESe. WEM NOT OVER QED. A 3 Z IN AS'E
<br />EN &IOWAABLE STRess FOR IMND LOADS W S &M USIED IN IMR ANALYSIS. Fi4 ENERS SPACING TO (FOOD. HAS BEEN
<br />-
<br />�C)' ACHOBS _ SHALL F INSTALLED ALL OF THE '.._ _ T'K#N�a AND 53�€CIF'�S OF THE AT `S
<br />DETERMINED IN WITH ",S, 2012.
<br />WNA1TtFPICTUR€R,
<br />STORM PANEL`S ADEQUACY. FOR IMPACT AND FATIL,'L. IE RE$1STAN I'IA5 BEEN V€iBFNEO IN AOCORffAidC€ WTDN SECTION 1626 9F
<br />11, IT 554A i € ' THE RESPD UTY OF THECONTRACTOR TO VEMY THE SOUNMIESS OF THE SmucTU3 t 'SHUTTER
<br />THE ABOVE MENTIONED CODE. AS f FENESTRATION T1 11NG LA1 mAmRY, m REKW # 203Z AS PROT`OCOiS TAS-2D1,
<br />IS TO BE ATTACHED TO INSURE PROPER MC140PAGL THIS _SHUTTER SHALL ONLY 9E ATTACHED TO C LOOK
<br />TAS-202 AND TAS,-203,
<br />OR WOOD TRAIAE OU NGS.
<br />2, THIS SYSTEM HAS BEEN DFSICNED TO INSTALLED ON THE DIfT:2DE OF THE OIaEfL1NO - i, OPENING FROM THE
<br />INSIDE W/O VE USE OF A lADC0 AIR UPt. TEAS APPUCATM IS VALID WHEN INSTALLATIO"1 IS INTENDED TO PERFORM i ..
<br />12. THE; INSTALLATION COi�ii'R++1OTiAR 6 To SEAL/CAULK AIJL ?;HUTTE6' COMPO ENT E WHICH REtsiHNf IN CONTINOO[is
<br />CONTACT WITH THE iT UING TO PREVE7IF°%RAIN INTTRUSUN. CAULK A14D SEAL SRUITTER TRACKS ALL AROUND FULL
<br />FROM THE INSIDE OF STRUCTURE.
<br />LEN:GTN-
<br />& SERIES 1000 iNSTALLATION IS APPLICALS TO SINE AND ' NOW STYLE MMWS WA 04 INSTALLATION IS REQUIRED TO. 9F
<br />13. STORM PANEL INSTALLATION,� C(L4APLY WYrIN C 'iITD 44 THIS IiR its .US iViY F.bRiG 1�1D ZONING
<br />PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />PROV1DEa1 B'T THtE JAICTN3NL MERE PERMIT LS APPtIf±15 iCL,
<br />PROVIDED
<br />4, 2000 INSTALLATION IS APPRNCGAB."E TO SINGLE AND DOUBLE MMD AM HDRLZONTAL SUOM STYLE WINDOWS WHEN
<br />-
<br />14. ATRIUML WINDOWS AND COORS, INC. E -. Z HANG STORM PANEL 5YST;�ri"" 15 PATENT TAB.
<br />INSTALLATION L5 ROUND TO PERFORMED FROG! THE OF STRUCTURE,
<br />S. ALL ALUMINUM EItH'RILS(ON a TO IU63�-T6 ALLOY NO 'tE'ti LDt. (tTN1LES`S OTHER51rt NOTED)
<br />_
<br />INFORMATION (.) THIS PST EVAf.UTION DOCUMENT (P.Lo.) PREPARED BY THIS ENGINEER 6 GENERIC #0 DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPEtCIFLC PROJECT. Ls. WHEN TH€ S1TE CLAN [SATE F THE P.€.D<
<br />8. ALL. ALUMINUM SHEET METAL USED AT CLOSURES $HALL. HAVE 3105-H14 ALLOY,
<br />(La) TO BE RESIPONSIBLE FOR THE SELECTION, - F AND INSTALLATION INCLOGING LIFE SAFETY OF
<br />''..... 7, ALL, STEEL SET METAL, PANELS SHALL HAVE STRUCTURAL OUAUlY STEEL, ASTM A•-853 GRAIDE 50 Mim- GALYAN M STEEL
<br />THIS -.. T - ". OIL "THIS P.E.D. PROAAO'ED HE/SHE DOES NOT 'SREDEVIATE FROM T1y- C9DNDfT••LHTNHa. DETAILED ON
<br />Tt D OMENT. TM SAFETY Al' SITE IS THE CONTRACTOR'S Ftly`,SFQN .
<br />DESIGNATION W'F} 58.5 1®I (A€i"Eii RDt.L,EDj.
<br />.
<br />8. ALL SCREWS TO BE STAINLESS STEEL. 304 OR 316 AISt SERIES OR - RESISTANT' COATED CARBON STEEL. AS 1 CNN
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL CONSIDERED ITV IF MODEM
<br />SWT8 W/ 50 W YIET.D STRENGTH Me go ka1 TENSILE STIRENGIIH & SH•ALL. COMPLY W/ FLORIDA BUILDING CODE SWIM 2411Z,3,4.
<br />511E SPECIFIC PROJECTS SrI1kL1, BE PREPARED BY A FLORIDA REGISTERED EFI09IEER OR ARCHITECT wH1K1}N WILL
<br />9, BOLTS To BE ASTM A-3Tj7 GALVANIZED STEM... AM3O+F SERFS STAINIk'"SS STEEL, WITH 36 Nni MINIMUM Y1ELA STt2EFIGTNN.
<br />-(11)
<br />THE ENGINEER OF RECORD O.FT,) FOR THE PROJECT AND WHO WILL i RESPONSIBLE FOR THE PROPER
<br />USE OF THE P,M ENGINEER OF . ACTINC AS A DELEGATED ENGINEER TD THE P. . D LEE% SHALL
<br />SUBMIT TO THIS LATTER THE SITE SPECIFIC DRM01ANGS FOR M41EOL,
<br />10To WALL SIAAI„L BE AS FOLLOWS:
<br />(A) M-wlZaUtI3 I
<br />(e) THIS P.E.D. SHALL SEAR THE DATE AND ORIGINAL SEAL AND s1O,NATUFE OF THE PROFESSIONAL ENGRNEER OF
<br />- 1/4'G CON majoR5 AS hW4UFACTUfET1 BY I.T.W_ BILDEX HNC. (MIN. fG 31Pi p4l)
<br />RE i `'THAT PREPARED W.
<br />- 14* 0 P7/8 CALK. -IN ANONO4S, AS MA ACTUREO BY POWERS FASTENERS M. (MAN, Y-O".L.)
<br />ANELMoklt FEMME 10 & PAIE3.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO UCTIONi PRODUCTS.
<br />16. STORM PANEL. MANUFACTURER'S LABEL- SHALL 1 LOCATED ON A READILY VME LOCATION AT STORM PANEL IN
<br />ACCORDANCEWITH SECTION 1 j'T0,8.3 OF FLOI NCVe ROW_DAHC COTE. ONE SNAL.L BE PLA.OE6 FOR E3£ETFi' OPENANG.
<br />(1`0 335Q P.B.I.) - -
<br />LAE>ajW- To COMPLY WFM SECT ON 1'71U.11,2 OF THE FLORIDA BUILDINGCOT.'E.
<br />A;.4) MINIMUM E TALI A CHORS INTO POUR€ffi"Y CONCRM SHALL. BE 1 3/4' AHD 2' FOR PANT ,TE
<br />FVAAi:E ID & PANE.UMATE PLUS.
<br />A2) MINLMLaA EM DMENT- ` 1/4 0 X 7/87 CALK -IT ANCHORS SHALL- BE IS 7/8` INTO CONCRETE. NO -_ INTO
<br />ANY FINISH taMA'IERIAL SHALL BE PERMED.
<br />1 /4` 0-20 S5 54DE " WL.TS USED SHALL.. BE LONG EN+tOUGH(SNO ULD ANY FINISH MA EWL DOS'Cj TO €i1GAG€ 3/A�`
<br />INTO ANCHORS.
<br />A.3) IN C" THAT PAECAST STOW- PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON -rrff EXSTING WALL OR
<br />FLOM ANCHORS SHAUL, BE LONG DOM TO REAM THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
<br />EIE AS MAD IN A.1) AND IN A2)L
<br />(B) Tt E1BSTINc HILDF W
<br />''• ,, < ;... ftCiJttt7A BUILDINGM (i[ ViloeaF liwltrxrNe Zwre
<br />- 'TAPCON ANCHORS AS MANIUFAC11URED TTY T.T.W. BUXOEX, ING,
<br />1/4` A Y 7/8* CALK -AN ANCHM, AS MANUFACTURED By POWERS FASTENERS INC. (CM-1500 p,B-L)
<br />' so
<br />NO. f�'
<br />Owl$ T1pHt3O Aaa
<br />E-Z Hf�[lS S1t�ll PfAN SY�STENI
<br />caai eALV+N�a gym. I
<br />-
<br />T�L
<br />°
<br />14--10 PANElMATE FINALE IG AND FANS MAT€ PLUS ANCHORS, AS MANUFACTURED BY CLOD CO1STRtC`r*N
<br />:' %
<br />(F 1 2D71 p 1.1.)
<br />PRODUCTS6
<br />w
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