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<br />- F=9 -.' 1 1 -
<br />I
<br />SMUT 3 OF of
<br />_
<br />--- -_
<br />INSTALLATION DETAILS FOR REGULAR PANEL 1)
<br />INTO WOOD STRUCTURES
<br />- 1, - ... � --'-,! � I I . I - W,-. � ___...r. . -
<br />'. I . , I I I , � 7 " , ,
<br />. . I , _---�- 1 � � . . � -z- -, - - 1; � � _ SEFEARATION I 01
<br />I `� -.1 . VOID ANCHORS . I � (S TO GLAS&
<br />I I �. I � It SCHEDULE *,
<br />_z`E;sT)
<br />I
<br />I DULL ON
<br />. - I . itl 30 wiv.-solt.
<br />1, " I "
<br />MAP skm I ON SHEET 3) : V.
<br />I �. I �1 &W ,
<br />11" . I , 4,/4-6. 1 �__ .._ � . "
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<br />I I 1 = .rl-n
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<br />- � , I . . .. I v MaP.
<br />,
<br />. . 1, �, , , I I PANEL LENGTH
<br />" I r I . L ___I - �
<br />10 . 12)
<br />� , I
<br />WOOD ANCHORS
<br />= . � _ , , I � - I (SEE scmirmu
<br />I I I I 16, I (sm SCHEDULE ON , - - - �t : I I - I . _k �'
<br />- , 1/4* . I . � V^ .. � 4_ ON SWEET I L FOR
<br />I I
<br />- I 0 SWEET 11) '0 . 1a) Soo, SPACER 0
<br />.. k
<br />"� - I - Woo. I O: . � - I � , OF *t*
<br />� L
<br />, 777 , I . � �
<br />I I . � : ! 11AX
<br />, . �' r - I I 01000 Im , . a i , - I
<br />r .. 1 2" REQUIRED EA, � � I , 2 ., E . . .1
<br />, I , !
<br />I
<br />�
<br />. . I
<br />1, :
<br />San � I - � �!'%f
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<br />I . - I I �
<br />� I I W MAW LONG ALUWW,jm ip 0 I 2 1/2
<br />:
<br />. -
<br />- I I i I OC (SEE TABLE #I ON sfw 11)
<br />-
<br />OF. I ; I i � SEE mm - BELOW TO LWAT04 FOR
<br />I
<br />I 01
<br />SEPARATION 1, "' � � � 1 1/2' LOW, SLEIEIES.
<br />V MAX I : � I
<br />10
<br />CLASS, - I PANEL LEKN ,
<br />JC SEt SCHFOUIF PANEL LENGTH
<br />I I i (SEE SCHIPOLAF ...
<br />I
<br />(SEF SCHEDULE . I
<br />I an S"m 3) ON SHEET 3) 1 , I ON SKEET 3) . I I - PANEL MATE FEMALE 10 OR PANEL MATE
<br />i
<br />I .
<br />, I , � PLUS (SCE SCHEDULE ON SI(C 11)
<br />. ,
<br />I'M-A
<br />I , ,,ii It 11 � 11 !
<br />A, M.. I �
<br />: I
<br />I � � =mp EXt9FNEG
<br />0:0 :
<br />E:Xwm-" ,,�., SEPARATION i 2".4' WOW I
<br />- -1
<br />[,
<br />� - -, � GLASS To = PLATE WOURED
<br />GLASS 4 -0., - 1
<br />1 ; .C1 � �
<br />I � I ON SHEET 3) 1 DIRECT MOUNT W1 SPkICER a
<br />I- . . __ _� -I I * I -
<br />I , ALTERMTIVE 2W
<br />I - : �. 1,4 SCALE 3/a. ,
<br />I 1 Flu, F-11
<br />I '(1) r , -
<br />. if
<br />I i solt ____JI 0 12 112- OX� SEE TABLE ON SHEET I I FOR MAX. PANEL LENGTHS At
<br />I I JL ma All DESIGN LOADS FOR THIS INSTALLATION.
<br />I or . L . � - � . 1: I I .0
<br />- Ca �:
<br />I , - � i
<br />M .
<br />15 4
<br />- - � , ,
<br />� ; I
<br />m
<br />79
<br />0 12 1/2' QC i - � �
<br />- , =-1 . I � ,
<br />- I .------. �
<br />I -, .. I -------..- -_ -_ � _ --- - _.______
<br />Eh � , I r� , , I **a=. i !
<br />__
<br />I, � _Rw=*� . .� WOOD ANCHORS
<br />- I I I . �I - StAGGIERIED W/ STUD i
<br />t k�i
<br />I
<br />.. . ,- - __ - - VAM &A Low w I Iff IM lll�
<br />f " ,___L__�_ t :��
<br />�, � - (SEE SCHEDULE ON
<br />- -------
<br />, I ! � I I; I ,� t I � SKEET I 1) I (1) WStMLO" 6 LUMD TO A 09 SUM KO.DM WM OW-W
<br />. I I
<br />. � _w I *wm WAk Mow am HMO (TWO a A mznwmu noom MIN
<br />�
<br />�
<br />,
<br />2-.4- WOOD '� ' ' �
<br />4, 1 1 , , &AMA ~ OJWADCLV 14MCNIED 010 SHIM 11).
<br />I
<br />PLATE IREOUIRE6 I ! � . I _, � "Do ANCHM to 60"70 . I . � WOOO
<br />. �' STAGGERED W1 STU I ;, -SMW -3 - -
<br />, UO 0,
<br />]. '111 ji�;; mtzzazox
<br />; I I SCHEDULE ON As %,1.w.mpw1.U1AW1A1 . ,.. �: j ,� , REQLORED =".rx,:) =ovmp�io
<br />"'ON, !
<br />LORD Ue �
<br />(IS41al.,
<br />� i I 1) I ODWPLO Who (THIS 0 A KSIWM FROW, It t/2' OZ. Suceal ALL To
<br />� , t
<br />I I I I f I (1) wxvm ASO 09$M FIRAOR I S-W 4
<br />,
<br />I i
<br />I - RATING 6 -ft -0 P-1. (3) MAIL 24 SAGE PANEL UMM 4 WWMD 10 N' AT ART OPPM
<br />. i � I I I I COME 8 - MS"WWN PNO LAMM FOU LDWM MLOM ON i
<br />I
<br />-1 �. . !
<br />- - � � ��� -.1
<br />(3) 6OXAIA WOW -VU LDIPH 6 WALL M MOUNI 804DUSE, am ")
<br />I n. dIREa
<br />2W I I
<br />I i WUNA (4) I 41r I= VAM WRONM NIA INALL K 4 MCM ON I
<br />WALL WOUtMING ! (3) SIM 11001. OWMAMM 6 ofty I SCALE 3/8-l' SWAY L Mt4A.QM OF. 12 :a UM WPM 04 ITS OLT
<br />MID AM EMM WOOD "WA WALL I I'M AM we ..... 3 As - o" -
<br />JW
<br />ALTERNA,nVE i ! I C-11" "a 102a ", CNRC or i
<br />SCALE 3/8.1' i (4) OSOMAIM WMAD OCT FDA WOO ! ,L,.Msvmbw Im THE P.amm
<br />am I
<br />I um 1. 3 6.1 on AM I I
<br />,IIS�, i i
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<br />- - - _____ - i .A. , 4 --'-- __- - L -------,
<br />..� -
<br />XCEIIII ....
<br />NOTES, . 'Eiv .....
<br />xr
<br />1. %. FLOW" A BUILDING CODE (Mon Ifigh Velocity Hut cans Zone)
<br />bMTEJO COMBINATION OF SECTIIONS: I INSTALLATION ARE ONLY VALID FOR MAX. ASO, : vp
<br />.* No. 44167 " i OEM rILIROD, Pit, 24 04E GALVANIZED STEEL STORM PANEL
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS I I - WAM V!
<br />TIT :
<br />TOP k BOTTOM MOUNTNOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - i * .*- _ r- _rE C _�Omc. "'li, MOM PROTECTION PRODUCTS, I.I.C. "'""
<br />COVENNED IN ANY WAY TO SUIT ANY ALTERNATE 2w') 1 _'... STATE ' . ' -- / 7i = - WE
<br />INSTALLATION. % ,q .m Sm. 5 STOW
<br />.
<br />ORID
<br />1 2. FOR NEW WOOD FRAME COKWRUCTfON: WOOD ...... P'Rei: (, PAWL In. 3111.
<br />94W 69
<br />Cinc ��; ��W__, ."N"
<br />)ema-mma, m. Epootaw-als? 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPE _.,
<br />. DW~ .
<br />I DENS17Y OF 0.55 OR EQUAL. CA " ..O� i Oft i - . 1 Aupw I AM
<br />=1
<br />r-".wvk--- , I - I". 15=9 I I I �
<br />__
<br />I
<br />______
<br />--.-- -.-
<br />GENERAL N
<br />a (C) 19.JLmftQ_w"_JAqq_2wx Gmtm,a�.A.51L,Mlft.�
<br />?Oft!!I�Mlft�MM Aflit��
<br />wo"CAAFIES I (P L 0.) WAS KEN VrOW" FOR COMPLIANCE IN ACCORDANCE - 1/4-0 TAPCON ANCHORS, AS AMANNACIURIED BY I 110 OUILOEX. INC
<br />WITH THE 2020 (7U, EDITION) Of INC FLORIDA BUILDING CODE. THIS S700M PAWL SMALL NOT K ENSTALIn AT HICK - #14-10 PANELMATE FIDAMS to Mo PAMELMAITE PLUS ANCHIORTS. AS MANUFACTURED By ELCO COMSITIUCTKW PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MMAR-CIAPE / OROWARD COUNUS), - 1/4-0 LAC SCREAS PER kOS,
<br />DESIGN WRIVID LOADS SHALL K DETTRMPWO AS PER SECTION t04 OF III ABOVE 60"ONED CODE FOR A BANC WIND - 7/16'0 . 5/6* WOW PUSHING. AS DISTRIBUTED IFT ALI POW SCREW, BOLT & SPECIALTY CO
<br />SPEED AS REQUIRED BY THE JVPrDCT*N WHERE STORM PAKL OLI BE INSAIIED. AM FOR A DRECITONAUTY FACTOR
<br />KCM,065. USING ASCA T-16 AM SHALL 40 EXCEED THE MAXIMUM (A,$D) DESC14 PRESSURE RATINGS INDICATED ON SHLI C 1) WNWJU THREADED PENETRATION INTO WOOD OF TAPCOM ANCHORS SMALL BE 1 l,'2* AMID 2' " FLCIO PAIFELAMUt PLUS
<br />3. 9 IWRIJ 12 A 17, IM AND PANCIUMALL FEMALE IV
<br />IN ORDER 19 VERINIV, INC ABOVE CONDET", ULTIMATE DESIGN 101110 LOADS DETERMINED PER ASCIE 7-1111 SMALL K FIRST
<br />REDUCED TO ASO DES" PRESSURE RAYING BY MULTIPLYING. THEM BY 04 IN ORDER TO COMPARE 74M *1 mm (ASO) C 1) MINIMUM NOTAM PENETRATION Of LAC SCRIIIN, IWO THE WOW rRAME UNIT SMALL BE 1 1/2' NO THIREADED
<br />DESIGN PRESSURE RATINGs vacuitO ON swris 3, 9 Nft 12 A Ill. IS PENETRATION INTO STUCCO SHALL BE CONISIDEFED AS PART OF NE REQUIRED "LAM PENETRATION
<br />IN ORDER To VERIFY THAT ANCHORS ON IWS P ED AS TESTED WERE N07 OVER STRIMSED, A J%3% INCIFNASk IN ALI OWAS *
<br />STRESS TOM Mt* LOADS WAS = USED IN THEIR ANALYSIS. FASYLNERS SPACMU TO WOOD HAL KEN DETERMINED IN C. 3) WINOMW EDGE DISTAKE OF LAC SCRM. WM INDOD SMALL 21 AS IMONCILTED IN 1141S CRAWING
<br />ACCORDANCE With N.D.A. 20%$
<br />S?oem PANEL'S ADEOURCir Top avArl AND vmNO RESISTANCE "As BEEN VERIFIED IN ACCORDANCE *1T)q SECTION 1609.1.2 OF C 4) MINIMUM PENETRATION OF WOOD OUSHING SMILE. K $/S* 114" 0 .20 SCREW% USED SMALL K I 1/7* LORD hm1awfa
<br />THE ABOVF WENT"ED CODE AS PER AMERICAN TEST LAS OF SMITH FLORIDA REPORTS JW14 01 -01 AND 00219 02-02, AS SHOLKII SWC0 EXIST, AND 1* MINIMUM TOO WALLS WITH NO STIACW
<br />I ASTSI C JL30-02 STANDARDS. AND AMERICAN TIESTING LAK SWIM FLORIDA REPURI #t173, I- 0 AS PER
<br />TAS-201 AND TAS- ?O3 PROTOCOLS. AM AS PER CALCULATORS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF nit C 5) IN CASE. NAT PRECAST STOW, UP PMAW CONCRETE PANELS. STUCCO OR WOOD BOARDS K FOUND ON T"E EXISTING
<br />FIORICA BUILDING CODE AMLI, ANCHORS SHALL BE LONG UM014 TO REACH THE MAIN STRILCTURE BEHIND SUCH PANELS
<br />ANCMOFUkCf SHALL BE AS MENTIONED IN C 1). C2) A, C.4)
<br />2, ALL ALUMINUM FXTRUSIONS 10 BE 6%3-76 ALLOY AND LIMPER (uNLESb OTWEROSE NOTED) W SIM 2 (D) ANCHORS SMALL BE INSTALLED FOLLOWANG ALI OF THE REC;GWil4DATItWS AND SPEC*WA11DNS ()I THIF AW.HOIRS MAMUFACIUPAR
<br />3 ALL ALUMINUM PIEE7 MICIAL USID At 00SUNkS SHALL HAVE 3100-1114 ALLOY 8 PANELS MAY At.SO BE tHISTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS $MOVIN ON SECIION I THROUGH 6 (SHEETS 4
<br />a Alt STEEL SMFCT METAL PANELS SMALL HAVE STRUCTURAL QUALM STEU. ASTM A-653 GRADE 50 MINIMUM, G-60 GALVANIZED NROUGH S) EXCEFI� NAT HEADCRSQ k(p SMALL. NOT K USED
<br />STEEL DESIGNATION W/FY- 922 kO (AFTER ROI.LED) 9. FT SMALL BE Nt RESPONSIBILITY OF IVAE CONTRACTOR TO VEFKrT` THE SOUNDNESS Or THE STRUCTURE WHERE: SKUTTEA 155 TO K
<br />!: ALL sepows to BE srARAEss srm. 3o. OR 316 QS1 SERIES OR COORDSION RMSYAmr COATI CARBON STEEL As PER VIM WATTAIC "LD 70 ENSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED to CONCRETE BLOCK OR WOOD PRAW
<br />JZ
<br />500�113W/ W kvi VICILI STAIENCTIN AND go kni TENSILE STREWN AND SMALL COMPLY W/ I'LORIDA BUILDING (XIDE SECTION
<br />2.1 .1.4 IO EACH REGULAR STORM PANE *(T,- LENGTHS OVER 90', AS PER $ECTIONIS,kk A. 5. 6 Mo ALTERNATIVES ilf' 3W of 4011 ON
<br />SHEETS 4. 5. 6 At 7 RESPECTIVELY; SHALL HAVE A LECW, AND READILY MAFIXIMG INSMCYW 0~ 99 I'DOW TO
<br />6 BOLTS TO BE ASTM A- �97 GALVANIZED WELL. Olt AGI 304 SERIES STA04155 S7EFL WIN 36 k. WMIMUW TIEW STRE)IGTH SECURE PAW, S WIN APPLKAB11 RIEWORCEMCATT DURING FCRKM OF HURRICANE WARN"
<br />7 ANCHORS 10 WALL SNALL BE AS FWOWS 11. IWIL INSTALLATION CONTRACTOR IS to SLAL/CAULK ALL SWEERILR COMPONENT E04XS WHICH REMAIN IN CONTINLKAA CONIACI Wnh
<br />THE WELDING TO PREVENT WIND/AVA INTRUS)ON
<br />(A) mrAmrj&,I?Qm_v9w=
<br />- 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT.*. RUILDEX. INIC (Min V-1192 P..,,f 12 STORM PIANIEL INSTALLATION SNALL COMPLY INTIN SPECS *WICATED IN 141% DRAVANG PLUS ANY MALOING AND 1OKNG RtGVLAIIOft%
<br />- I/4:.e.x,f/ -14 ANCHORS. AS MAINUFACIURED By 06"t INC PROVIDED BY THE JURISDICTION WERE PERMIT IS APPILWO TO
<br />CALK
<br />- t 4 .!'
<br />/ / SOUD-Srl ANCHORS. AS VfSTF%OUWD ITT ALI POINT qCRr*, BOLT At SPECIALTY CO
<br />(w. r*,.-.Vw P.&L) IJ (a) nas P44WXT CVALUARoh DOCUMENT (FED) PREPARED Orr THIS ENGINEER IS GENERIC AMC DOES HOT PRMADE NFORMATM
<br />MR A SITE SPECIFIC PROJECT, - WHERE THE SIM CONDITIONS EEWTE FROM THE PED,
<br />- #14 . 10 PARELMATE FEVAE 10 SE PANEUIATE PLUS ANCHORS. AS MANUFACTURED V ILCO CONSIRUCTNIN PRODUCTS
<br />- 1/4-6 1AMAC NNUIN ANCHORS, AS MANUFACTURED BY PIEWAL.I. INC (b) CONTRACTOR TO BE RESPONSISEE FOR THE SELECTION, PURCHMSC AND INSTALLATION INCLUDING LJv-E SArM Or THIS PRODUCT
<br />A 1) MINIMUM EWEIEDMW 13F IAACON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2- FOR ELCO PAMELIAAtE AND MUG ON NIS RED PROVIDED HE/SWE DDES NOT DEMME FROM N1 CONOCTIONIE OE1AJLCO ON THIS D[XUmfNIr
<br />CONSTRUCTION SAFEI� At SITE IS THE CONTRACTOR'S RESPONSIRLITY'
<br />, '/a- FOR ZAhMC "MUN ANC1401115
<br />(C) THIS PROOK'T rNMILUATION DOCUMENT VALL K COWSInFKD MAUD If MODIFIED
<br />A.2) CAO-IN 6 SOUD-%E7 ANCIICIRS SMALL Of PASEUM 1/6� INIO THE PMWJ) CONCRITTF ME) EMBEDMENT INTO
<br />STUCCO SHAELL K KRUITTED 1/4* 0-20 SCREWS USED SMALL K 1 1/2" LONG MINIMUM SHOULD STUCCO EXISI, (4) SITE SPIECWK PROJECTS SHALL Of PREPARED I" A F1 DRIDA OEGISITRIED 04INCEIR OR ARCHITECT WMICLI WIU. REWMt 7ME
<br />AMD I" MINIMUM FOR WALLS WON NO STUCCO. AND MAY VIE HEADED SCIfir" 00 ALL THREADED SCRL*S */O HEAD, ENGINEER Or RECORD (EO,R) FOR TWE PAOJEC? AND WHO WILL BE RESPONSIBLE FOR THE
<br />aVI WITH WNC NUTS PROPER USE OF THE Of 0 ENGWEEP OF RECORD. ACTING AS A DELEGATED F"NEFR 70 tw
<br />PEO ImCLEA, SHALL sulmor To *ws LATTER THE SITE spfcwic oftwomas FOR arvit.w.
<br />XS) IN CASE I MAT PRECAST STOW . PRFC&',Y CONCRETE PANELS, PAVERS, STUCCO Olt WOOD OCLAIWIS BE FOUND LIN THE
<br />EXISTING WALL OR FLOOR. AKWORS �NAIA BE LONG 04OUrAl To REACH TMIE WIN STRUCTURr OPOND SUC14 PANELS I.) Nil P ED SMALL SEAM tK DATE AND ORNANAL SEAL AND SIGNATURE Of THE PROF ESSIONAA
<br />ANCHORAGE SMALL Of AS UENIWHEO IN M) " IN A.2). ENGINEER OF RECORD THAT PREPARED IT
<br />(8) TC_LXI.VfjNG L$kKFJM_jWQM_#" ASTII"7jW 16 SHUTTER MA#WfACTURERTS LABEL SHALL BE LOCATO ON A READILY WALL LOCATION AT STORM
<br />PA.1L SHUTTER IN ACCORDANCE VAN SECTION 1709.9 2 Of TLORIDA BUILDING CODE ONE LABEL
<br />- 1/4- 9 TAPCON ANCHORS AS MANUFACTURED BY I I of RUIRDEX. INC SMALL K PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1701111111 Or THE
<br />- I /,v * , 1/9* CALK -IN ANCHORS. AS MANUFACTURED NY DEWALA. INC FLORIDA OUILDINC CODE
<br />- K , /4' SOUD-SE1 ANCHORS. AS 061ROJTM BY ALL POINT SCAM. 8011 & SPECIALTY CO
<br />_ ;/
<br />1:"o
<br />10 �AN[LoAn FCIJA1 0 Alto PANCLUATE PLUS ANCHORS. AS MANUIFACTIRIC0 " [Lcc "D"s1IN"`7X,,-,,, R1111"
<br />:
<br />- 1/4 0 ZAMAC JUN ANCHORS. AS WENALIFACtEARED BY DENALI. INC ��A: .......
<br />..
<br />...
<br />...'..
<br />.. .
<br />.
<br />No EMOLOMEN AAAAC 'UN, ANCHOk .. ..
<br />0 I) WWMU . I OF TAPCON ANCHORS. ELCO PANIELMATES AND Z NEI \yCE . . FLORIDA BUILDING CODE (Non Ngh Valocitz HUT cans Zono)l
<br />aLncm UNIT SHALL BE I 1/4' - .. .
<br />9.�) CALM -IN 4, SOUD-SET ANCWOR5 SMALL BE EMBEDDED 71r INTO THE COWRIETY 8100:U�Nlf -'_, " WOW* 'Wimm. w 24 CAM GALVANIZED STEEL STORM FAKIL 11.
<br />,
<br />Efr, 4644 7 1. afteo, 1`1
<br />S.: 0 to , ___
<br />STUCCO .SMALL BE PERMITTED. i/4* *-20 SCACIVS USED SmALL. K 1 1/26 LONG 10041% LO , ST, TIT \ a,/I,/""
<br />mi r4i_1.1 _�, PRODUCTS. I.I.C.
<br />.1.
<br />` MNARfW MR WALLS *TY4 40 STUCCO, .. .
<br />AND - STATE GLOBAL PROTECtION
<br />. -1
<br />. D"'t
<br />I IL EC0,06 �
<br />� met 5.0 51 vow
<br />9_1l) 1-4 CASE THAT PRECAST IlTONE. OR PRECAST CONCRETE PAWLS. STUCCO OR 111000 BOARDS BE TO- fZORi ,.- " _/-_Z� =.W. = J ww-49"mwarr.-I 0001. F6 =11M.Hfft" 20-175
<br />EXISTING WALL. ANCHORS SHALL K LONG ENOUGH TO REACH THE ANN 5TRUCIURE BEHIND SUCH & - ow an -I NOWL OW)ON�164 -�
<br />Ffts,NA 1; -.-,- ,
<br />- ......."_ ORWANS .
<br />AhCHORAGE SHALL BE AS MENTIONED IN S. 1) AND !N 0 2) Of-amm)ID !m.1 Am AW
<br />'"1111j,�,_,'+0111"
<br />im.
<br />1E - 1
<br />`!�=!Llm t-.!tz � . - If". . - I ! 'Utn' I ft to
<br />______ I
<br />I I
<br />INSTALLATION
<br />INTO POURED
<br />CONCRETE
<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE OR CONCRETE BLOCK
<br />I DISTING POURED CONCRETE
<br />d)
<br />STRUCTURES
<br />.,=
<br />I
<br />'=D OCR
<br />00 CONCRETE BLOCK
<br />- ; ,
<br />, ,
<br />IT(QUArr
<br />, 11, RED UPLIVID
<br />, "' '. REQUIRED
<br />��,
<br />�7�,$
<br />CON;Rrr1 ANCHORS �- "
<br />"'
<br />COMMETE ANCHORS I - _'.. �, ' ,
<br />11� I
<br />I I
<br />� 11
<br />(SEE SCHEDULE ON 1:
<br />"It
<br />SHEETS 0 tMR0WwM �,
<br />- � 'I,
<br />(SEE SCHEOULE ON ,;4", .
<br />SHEETS 9 THROUGH 10) "'I ,
<br />- civ
<br />C
<br />�
<br />Evsnw. POURED
<br />CONCRETE OR
<br />�Al
<br />I
<br />,
<br />� I r
<br />� ,
<br />CoNICRM BLOQ%
<br />(5)
<br />� � 111�1",
<br />V,
<br />;9�
<br />. _
<br />-1
<br />, ,/2_ ,
<br />f 1, , 1/2 ,1/4'
<br />�_ ;
<br />REQUIRED
<br />I
<br />I ..c
<br />.%--:aj�'.
<br />I " "
<br />I
<br />I
<br />, Ihm, � .
<br />. .
<br />. . CONCRETE ANCMM 1 �;. L;�
<br />I "
<br />- I
<br />�,,-�.�
<br />-"�;�
<br />11 , I
<br />�11
<br />,
<br />= SCHEDULE ON r -
<br />wit.
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<br />L ",
<br />E.iD , � I
<br />I .1
<br />��. �,;."!,:%.-1'1. I
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<br />Eq ,
<br />: cl,
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