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<br />cf) -ca a) .O..'
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<br />INSTALLATIO"ETAILS FOR SERIE5 2090 1000__E-Z HAL49 SIQRM EAMEL(l) MM& NO= C cu -0 M .
<br />. INIQ EXON WOQQ STARWUM �1�110;9��A��!I DMOM (C) . . cn (3)
<br />- 1� , I �� . MENT (P.LD.) HAS SEW VMKO FOR COMPLIANCE IN ACCORDANCE On, ASIMANUFACTURED BY J,TA# SUILDEX, W, 0) T5 _�!& _4__#
<br />MAXIMUM "D, DESIGN PRESSURE RATING (g.m.f.) AM - - I I; """ � ' ? 7 WITH THE 202G (7th EDITION) OF THE FUOMI)k BUILDING =. THIS STORM PANEL 94AII HOT BE INSTALLED AT RICH - #14�10 PAAR1MA'TE FEMALE 0 AND PANE4WE PLUS'ANCHO". AS MANUFACTUQW BY ELCO CONSIRUCTSMI PROCUCM = =3 CO -co 'Fn
<br />'��' �1_1 I I I - ZZ '.' . VELOCITY HURRICANE ZONES (MM-DADE / SVOWARO COUNYMS), - 1/4'0 LAG SCREWS PER N.0,S,
<br />CORRESPOND]Kg MAXIMO PAN" LMM "L� SCHMILE " _'- _ 1.140 " , a �� REQUIRED W SVFM 0 OMON WIND LOADS SHAa RE OrMSMHrl) AS M SM'DON IWO OF INE ASO�t MENTIONED CODE FOR A BASIC WIND (1) -0 0
<br />- I ,:Ie /4'# - 71leo . 5/8' WOOD BUSHING, AS DESTWOUTF0 BY ALI POINT SCRM SOLT & SPECIALTY =
<br />EDE SERU JQWa= "- HAHO STORM! PANrj, M J=M MAMMUM A.SA Wj" BLUM MMG 4R&fA) AMD Q8 m MAXIMUM � __' _' .�: �' � I RAT OR 6v Em I 11 t"'2 * *, THREW&D W11 J., SPEW AS RECIANED BY THE 4VIREDCTION WHERE STORM PANEL WILL BE 19SIALLM. AMC FOR A OWCDONNITY FACTOR -0 -0
<br />SPACING WMALE FOR IMMU,MQNS IWO CONCRETE & 2CEJLQ9L_=C0Xp== A E M - Wa OWNWE ,,:f- ---- " � 4 *.L 1101*1IALS. _� TV EXISTING WOW WAM KID-0-85, USING ASCE 7-16 MO SHALL NO EXCEED THE St"IMLIM (A$.DJ DESIGN PRESSURE MITINGS, INDICATED ON SHEETS CA) MINIMUM THREADEI) PENEIRATION INTO WOW Of TAPCON ANCHORS 9W1 BE 1 1/2' MO 2' FOR ELGO PANWATE PLUS
<br />mm, - - - '. . . I \ t " � j ;& \ / * 3, 4 PM Q & 17. 18, AND FARMMALE FEMALE %). c 2 12 -= a)
<br />ONLY MR BM WALI 0 Ow4, 114.1- S.W& 11 / - �/"" rll"A.G, "IS, IN ORDER 10 VEMAY THE ABOVE COMMON, ULT044TE DESIGN WIND LOAM Off'OHMNED PER ASCE 7-16 SHA3. BE FIRST _ ?::
<br />) - - - 0 11 :W- PWI. DES" PRESSURE PAIINO BY MWILOPLINNOITHEM BY 0.6 N OHM TO COMPNHI� THESE W1 MAX, (AZ,M) C�2) MINIMUM 114RMM PENGIVATODN Of LAC SCREW, IWO THE WOW FRAME UNIT SKA" BE 1 1/2% NO TNRWW
<br />MINIMUM WTIOK PANEL APP t TO MAXIMUM \ 1.4 � I I "Im
<br />I A \ 4.. LAC Scam a u "'w/ , � 4 C-L V4�1 . r WHO RXIIHIS INDICATED ON SHEETS 3, 1 THRU 2 * 17. I& PENETRATON INTO STUCCO SHALL M CONS4DGRW AS PART Or THE KWRM THAWED PENEMHOIC =
<br />DI 4* v *4 ORDER 70 WJWY THAT ANCHORS ON THIS P.C.D. AS TESTED WERE MOT OVER STRESSED, A 339 INORME IN ALUOY"LE 0 LL
<br />,M ks.0 ...... MOWN WHOM; SEACM IN L 0. . 3 -- Im - I APPILWARX TO � - + 11 i . sw or 0
<br />TO OONOTION SECnOMS # & -
<br />-W& (�-= TAPDORS mxm PARMAIATE PEWLE 10 Amawm Purs ANY COMBOOMP(W MAX" PANEL /I Z I Ik i r =".M' "'I's . TO EXISIM *0170 Hmm 'I STRESS FOR 00 LOAM WAS = USED IN THEIR ANALYSIS, FASTENERS SPACING To WOOD HAS BMN DETERAINEO IN 0�3) MINIMUM VOGG DISTANCE OF LAC $M-WS. INTO WOW SHALL BE AS INDICATED IN THIS DRAwm = . - cu
<br />+GIILO� -75,3 7W OR LESS 2 9/te BOLTED . I., r, 3� -1-W "RES11'r To cmmm ITO DO"wit To cowmOr 70 w4cRm , """m IV � 0 00NOWIF 1.0 vq� of Imm � 'I , wm TA= 11%9,64tr ' , � A 'S _ EVAK, t,',-4 & ACCORDANCE WO N,O,S� 2010� C4) MINIMUM P&NETRAT01 OF WOOD BUSHING SHALL BE Ellr� 1/4� *-20 SCRONS UEED SAL BE I I/I' LONG MINIMUM cu 0 %+_
<br />r* * 3"W' (P�&f') BLO Ek - _jwm_ BL= M I, Lowk v w r � I- I ) I STORM FANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VO4M IN ACCORDANCE WITH SECTION 160.1 �2 OF cu >
<br />- 12' . 3,(161 A- '70wo C.L 114.1, " . L I THE AW4 MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORM REPORTS P$14�01-01 AND #0219,02-09, AS SHOULD MCCD EXISt, AND I' MINIMUM MR WALLS W" NO SIVOCO. U)
<br />3.* '. 1. � c TAS-201 AND TAS-203 MMOLS, AM AS PER CALWATIONS PERFORMED IN ACCORDANCE W/ SECTION 104 OF THE CS) IN CAM THAT PRECAST STONE, OR Pn-,W CONCRETE PANELS. STUCCO 09 WOW BOARDS BE FOUND ON THE EXISTING
<br />+664. -75J 70, oft LESS 2 7A- 90ITED - IV & 4*W . MIA Ir N/A 12* N,'A 12' NIA I, a ;r (TOP) � �.'T EA END OF 0 PER SM 12-90 & ASTW E 330-02 STANDARDS, AND AMOWM TESTING LASIOUTH FLORIDA REPORT #112341-70AS PER - a) L_
<br />III To* v* ** 4 wc v HEAM - . WALL, ANCHORS SHALL BE LOND ENOUGH TO REACH THE MAIN STRUCTURE 98HIN0 SUCH PANEM cn a) L_ -*--a
<br />& WMGNUr AT Q9MAP & 4011 OF PANM LENOTH )4- RE "RED 1. - � N c WIV. */24 & I FLORIDA SUILMO OOCE. ANCHORW SHALL BE AS MENTIONED IN C-1), O�2) & C�4) CL
<br />�
<br />PANEL - '. '. 1. 6. 1. 1. -_ I . _tm_'A - wto NE"m Reoumm I EXIMISIONS TO BE SDS,�-tg ALLOY AND TEMIPM (UNLESS WHORMSt NOTVO)� SEE W 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF TOE ftCOMMENDAlloNs AND sEscnamms op THE Amomm's wsmaTtam -F w -'0_ cc 0-
<br />* =/1464`4�ftl;�&S' M.BL 12* 12* - - � 1 --7- - I 2� ALL ALUMINUM SH cu _b_j
<br />N/A N/A N/A N/A MIA N/A 12 'A. - 2 IlIV &&, 1 _-�2&3/4- =
<br />- 11" - Ko"J" - I - ? = �= - - i 3, ALL ALUMINUM %W METAL USED AT CILOSLIRES SHALL RkW 3105-HIk ALLOY. & PANELS W ALSK) BE INSTALLED HORIZONTALLY FOLLOIWNC INSTALLATION DETAU V"N ON SECTION I THROUGH 0 �SHEM 4 �_ -0 . - U) <
<br />- -_ 70' OR LESS 61. v Is"El i
<br />N/A 1 a 1/2- 1 N/A 4 1/2' N/A 4 1/2' 14/A 2=' .'t. ;6�-0-1w"4. I" 7/4104/3z 4. ALL STEEL SHEET WIAL PANELS SHALL HAVE STRUCTURAIL WALOY STEEL ASN A-W WM 80 WNIMUM, 0-60 GALVANIZED -
<br />7' � 10 UASS, THROUGH 6) EXCW THAT HEACCASO &% SHALL HOT or USED.
<br />_ 10 GLASS. %r tap-, 2 " . I I . STM MSIONARON W/PY- S2,2 W WTER RUIW)�
<br />12* M/A . Wma A is '." rom *VEALAP I - 2 W. I � 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE' STRUCTURE WHERE SHUTTER 15 TO BE
<br />Ir MIA 9 I/2' N/A 9 1/2 N/A �' c"m WIALAP a - I . - TOM I ATTArKED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, SIM OR WOW FRAME
<br />le 2' .1-1 i � -----,.I I / I/4*-2W,e4" - yj-#-w41*- 1 5. ALL SM010 BE STAINLESS STV�]L 304 OR 316 AISI BERES OR CORROSION AtZETANT COMM CARBON STEEL AS PER DIN SUILDIMM
<br />N/A /A , � .Be" WDIS W1 So ksi VaD STRENGTH AND 00 W TtNSGJE STRENGTH AMC $SALL COMPLY W/ FLORIDA BUILDING CODE $WON
<br />I I - (I-)- I - - --- -2=' ,9- U41"p-W! � I 6 2411,3,3* 10 EACH REGULAR STORM PANEL WITH 1,06T4S OVER W, AS PER SECTIONS 1, 2, 'I, 5, 6 AND ALTERNAT04S Ill, SW & *W ON
<br />I- I ./. I ....... !L I I = �= - I".. I .
<br />. 6. 1 12' 1 . I/2' 1 !r ". � _ _ To 0ASS1 Ewvw OkIRLAP a V'm SHEETS 4, !I, 6 & 7 R NSTRUOTING VINT
<br />12 I 11, A, 7'm ) i avoup ,=�� =01_=ftn��Klkr I OWNER OR TV TO
<br />- � I " I --ON _� _j I 11 1. - i 6. SOLIS TO BE ASTM A-307 GALoAMIZED STM OR AJS _304 SERIES STAINIJ:$S STEEL, VM 39 Nsi MINIMUM YIELD STRENGTH, SECURE PANELS WITH WARNING.
<br />- 7� ANCHORS TO WALL SH4UL BE AS FOLLOWS,. 11. THE INSTALLATION CONTRACTOR IS H) SEk/CAM.K ALL SHUTTER COMPONENT EDGM W4tH REMAIN IN CONTINUOUS CONTACT WF4
<br />, � q I - - __�Iiil I I IME BUILDING TO PRV&NT WIMD/" INIRUSIOW
<br />* UMMED TO 6" PAI. A.S,O. DESIGN PRESSURE RATHIG, _J'_ - f I I 11 I
<br />rllr� I WtK ;� I . . � (A) TQ_QURb9_EQAM_%ftQIM'
<br />41IM SHMET 26 FOR MWHORS TIPE A SPACM FOR 9WA"" INTO w= + REQUIRES Mm� DISTANCE BEIIIEEM BOTTOM OF PARELI 1/1. I � I " :1 1, -i i I - § e Is - 1/4�-O TAPCON ANCHORS AS MANUFACTURW BY I.T0. 8UILOEX. INC, (M.'�, f'-3192 P.A.) 12. STOMA PANEL WEIALLAITON SIVa COMPLY WITH SPECS INUMATED IN THIS MWM PLUS ANY RUIlLUNS AND ZONNG REGULATIONS a
<br />FRAME 0AIDIM01 me (b To at- lIr I ? 1-1111-1 I - i - 1/4* 0 % I/$' CAILK-M, ANCHM. AS MANUFACTURED BY OEWALT 04C� PRWOED BY THE ARSOYCION WHERK PSRW IS APPLUED IQ,
<br />MWO MOM SWINGS NO W&UM MM DISIANDE ARE NWATED ON INS MIA, J 0 - - , If :� I
<br />SCHMAX FOR M LESS 11" INIEWED ON SWIM" AMCE ANCHN SWCW I'� I - I 3 C-C I - 1/4*0 - 3/4' SOUD-SCt ANCHORS, As OWMIEUTED BY ALL PONT SCREW. BULTA, SPEWLTY = I!$, (a) THIS PMWCT rVALUAMON DOCUMENT (P,F_o.) PROPARIZI SY THIS ENGINEER 4 OCNOVIC AMC 000 HOT PRME INFOR00410N
<br />_T a I 1 4 02
<br />by "ZOVIING SPAOM SHOWN ON SORMUIS BY THE FOLLOWINS FACTORS, MR Vt I ' =Vm � 1! I A' ]I I (mt., V�Zwa P4,0 FOR A SITE SPECIFIC PRW=,. i�*. WHERE THE STM CONDITIONS OMTE FROM THE P,5,D.
<br />TAB OPERO" TO K POSSIBLE Rmu= WACM OmWw MEW FACM Smu 9 a IF, C4� � - 014-10 PANELMATE VIDIALE ID & PANELIOTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE ULECTM, PURCHASE AMC INSTALLATION INCLUDING UPE SAM OF THIS PRODUCT
<br />IM W LESS THAN MINIMUM SFAMG INDICAIM FOR MCH NOW TYPE AT 1 1 � I J 81-- !L j 411 I I, ! !g - 1/4*0 ZAMAC MUM ANCHORS, AS MANUFACTURED BY DEWALL INC,
<br />Lxi� LEMO, s �K "..) \ -1 I I � 84M ON THIS PE,O PROVIDED DIDAATE FROM THE COMMONS DETAILED ON DUE DOCUMENT
<br />___!t4. /4'. 1/4** 1/4"A% ' ++ PrOufts No. DISTANDE BETWEEN BOTTOM 1- I ' I --- I A.1) MINIMUM ENSCOMENr OF TAPWN ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4�; 2' FOR ELCO PAKELMATE AND CONSTRUCTION ==40"OWS RESPONSIBILITY,
<br />��__ _ 1 0 __ . -1 I a - _L
<br />W
<br />,
<br />mmm I ;a Of PAM! 1.0%. � I t\ I IJ4ZN=QE ftlt 0 1 - I 1 4/4� f�Ofi ZAKW 9NUR ANOCA&
<br />m T~ �ANOAW cmx-m AND Q TO M- 3/ir a " Z4' &N L � R N W/ .� � _� & I q -1 ;(
<br />- 7/8- MI. THWAM I - . /41#-ma/e M's
<br />- 11 ' TqLAIIESE)" Nm TA shaw) I 4 I 74�W
<br />' PDX7M74" 12 Ile OR, - I - -1 I%OW, WC (.) TMS PRODUCT EvALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MOWED.
<br />I a. Amm" wmw W I / M�oc
<br />em-4 00 ' 214 1 L . -'� 14�W`F A.2) CALK-IM & SOLID-Sff ANCHORS SHALL BE VABEOM 7/6* INTO THE POUkW CONCRETE, NO EMBEDMENT MO
<br />' ' 911-m- '-\ fl, � � 1/410.m SCREMS a %* Ox. * '_�" � I . STUCCO SHAU, BE PERNITIM 1/4- 0-20 SMVS USED SHALL W I t/2- LORD MINIMUM $No" STUCCO EXIST. (0) SITE SPECIFIC PROJECTS SHALL BE Pr"ARED BY A FLOROk REGISTERED ENCNNM OR ARCHITECT WHICH WILL SMOME THE
<br />- iIwwwo 3 3 N - .- ---- 14 - - � / � ty, _- - AND I' MINI M MR WALLS WITH NO STUCCID, AND MAY BE HIM SCREWS OR ALL TRIWADED SCR0v$ W/O HEAD, it
<br />VA wo nAl OR 4A w"I'm ? / mu
<br />ftwm wo 04 a - 4 - ge'4.' emy�: I. I I BUT WITH WING MUM PONGPEFUSOEF CRIIFOTTV��`=`ASIUA AUe1CeASTpE*V"eS4U#XT70I THE
<br />Ell, t :' E. - 0 =.-AT-.17wir. OR IAOJ 11 I O.-t 4:�.-n""'.'-�i.';7";��.'/- P,Eo. ENGINEER, %W! SLISNR TO THIS LATTER THE SITE SPECIFIC DMWONSS FOR 950cc
<br />"I
<br />I I ,
<br />ARMEAM!m *Icm two 11 . i
<br />I I
<br />,
<br />11, 4' % / 0 S, W/ , , i '100 LAG SCRONS 0 6' G.C. W1 A-4) IN CASE THAT PROI*-V *Tfr.M PAN"$F P%%.r.M OR WOOD BOARDS K FOUND 014 THES.
<br />I Ijr ". i \ - -v'4P'-4S'Rm I 1; STING WALL OR "��.=% NO (o) INS P.E,D, SHALL SEIR THE DATE AND ORIGINAL SOL AND 50AITURE or THE PROFESSIONAL
<br />AVIURED "I t , , . THRE'Awom UL' ftm rA' I IMA $0`1 M PMETANTION On MAN SmCTURE BEHIND %*f PANEL
<br />I EWE - *Mo * A ENGINEER OF RECORD THAI PREFIARM IT,
<br />---a 12:_ xft wy.w . RAT OR ON EDGE
<br />" SCALE 1/4-.1- / I � ut, 2'0' WOW VIRGO ANCHORAOE SHALL SE AS MENTIONED IN &I) AND IN A,2)�
<br />. . .. r I - " I 1 i I I � PLATE REQUIRIM FIAT - 4. SHUTTER MANUFACTIMCWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA3100 AT SIOW
<br />1 31/2", 1 - I 140 I I ..- Al TERHATIVIE 1 "W - I I I (a) M-LvjmlN2-c2cNzLA692LXSI-4mw-a-w- PANEL VILUM R4 ACCORDANCE WITH SOMION 1709.9�2 OF FLORIDA SUILANG =E� ONE LABEL
<br />SCALE 1/4-.i- I % \ AUH IN - 1/4.,* TAPCOM ANCHORS AS WNUFAC"ED BY 14 I' ll� SUILDEK, 040. VIALL BE PLACED FOR VARY OPENING. LABELING TO COMPLY VON SECTION 170 0 3 OF 714C
<br />1 1 1 - . - .- ... I . FLORIDA 8"No C=
<br />I I , Imma im 111m - 1/4' 0 . 7/8 CALK -IN ANCHORS, AS 1~ACTUkW BY OUNALT, INC,
<br />bwa I ALjFRNATrvT,X'W - I/ef X 3/4" SCLO-SET ANCHORS. AS DISTRIBUTED BY ALL PW SCRM BOLT & SPECIALTY CO� 4010
<br />"jU401lip"AM, i� ,WSI ME ONLY W4Z POR SUILDIMPS WON A_-.R� 0 M LOAM I IHM - #14-10 PMELMAX FEMALE 9) AND PANEILMATE PLUS ANCHORS, AS WNUFAMMED BY EICO CONSTRUCTION I
<br />JP . SCALE 114-- - Ile 0 ZAWC NWN ANCHOFES, AS MANUFACTIUROD BY DEWALT, M, ,
<br />_�S SE; 11041111064" 7 Z
<br />-M3 0 *4 PANTL'S LENGTH UP TO 5 -10 � TERINATIME It" " ROT,
<br />A /Pll' v I k �W # 'AcCh '.'
<br />-F �:.!!q 2 FOR MEN WOW me 00=7 MEW TO Be SOUTHERN 81-0 I 0 ! , SCALE Ile-Tw I- **
<br />,..I'*- .W� PWI M., 2� W/ cim ; or 1. - 'fly N
<br />. �t` OR - 7 S, 1) MINIMUM EMBEDMENT OF TARCON ANC-HOAS, aGo FmaMATES AND ZAAAC MAKIN ANCHOR, INTO THE OWE X'�Cvv
<br />� . EN I 4105 , .. FLORIDA BUILDING CODE JM*n L42h Ve;*,Ity N cone zorm)i
<br />t�v.-.* se ,-.". t 1 40 �i BLOCK UNn SHALL Be 1 I/e, $ .
<br />I.1 I FLORIDA BUILDING CODE (NIgh V*IOCtty " - 1 j � 02m mmo, M. I FA�
<br />.- mu. 1 cano Zon ) sam-ft I ' � - I -1- FLORIDA BUILDING CODE (IfIgh V*10,41y NU ne z0fts)l , 7 " 24 SAGE GkVAM= STEEL STORM PANEL
<br />� * a � VIM=. W_ r1p, z .' No, 4 I 8.2) CALK -IN & SOLD -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNM NO EguliENTW44 OROM T
<br />E ;*s 20 GAGE GALVANIZED STEEL STORM PANEL !W' z �='kmo� m. � immum SH 11-1
<br />S*: * WAW at, :i AS 1 * ! : * f � 20 GAGE GALVANIZED STEEL STORM PAWL rp� xTucce swa BE Pemom� i/4 ,I-2o scavirs usm SHALL BE I Z/2' LONC h OULD 1I� EXIst, * 4z " -
<br />PRON of, I __1 I �
<br />--i z i: AND I' MINIMUM MR WALLS WITH NO STUCCO. _ �k�__ -- 471vr4w
<br />So OMDU SASM 04 . - I z,,*'. STAN F MOM PROTECTION PRODUCTS, ULC. Ulm
<br />r vim r L Z& LEWF Yp,�M'&AT nP � 111LIEC3mr,
<br />s �'-.. 0 1 IWO,:'O 2= W04tAT00 tYPE ON gaw"m ". �' - _. .' I AM %* $1 mW -
<br />s _?ev.=5_- �_3 ------- . �� �I� --- 'Z
<br />, MW PROTECM14 PRODUCTS U.C. "Aw"t"N' I - _______ _____ I " mom PROTECTION PROnucr" = """'/"v- 8,3) IN CASE THAT PRECAST STONE. 09 P90Q4ST CONCRETE FAMOS, SW= OR WOOD SCAMS 9,E FOUND
<br />� S . R.V4 .
<br />I , �4� m_ 20-t7S
<br />I.- . --VIAO'�0141 11 t-%" VL W414
<br />. " !'�4.AAmjr_1'_W "�;
<br />%.�q*;- pt RO ' - fT1 L_ rE C -0,... \ D /TILME C _0_'._.\ 4W < 51 SIAM 74zw mow-- otm)OW?
<br />.' AjJxjN6m � - - At C(ISTIMC WALL ANCHORS SK44L BE LONO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND - % rft (954)M�
<br />. a a to~ "w"IXT rJumaw .... . , th.111.1.1 - --- ,- - ,
<br />- t'm .,:. 20-176 �� I'll .. % MENTIONED IN ILI) AND I � , - V� -
<br />, ,&-,4 -ma: =,I - ��' �'
<br />'.� U,')"wr d.-Ow"'.
<br />ZVVW� _14=; 'r. PHOND (04NIIII-ISH, W (WHIMMI-47117 Sp- PHIAL. _'p ANCHORAGE SHALL BE AS N 6.2)� 111114'� fill$ 000 pz SFA�� �.t , - I - .Iwm T aw
<br />'rz'" 20-176
<br />-O' t*.aow" I b"m ". VAY TO I,& St Dodo= L � xv I =XI - 1-1 fw- O'"Mam IV`m & -It � . � I � � �1� ii 1; ii �, i I . K A.w 1 a 16
<br />71"um"" """ � ___ ---*T = M'f'�T . . ., . I= ! %Kffml� avI � == �_ PI� �
<br />, A, - S vtt I$- I - ok-~w alomw I. ------,----- ____ El- 2MINtlo I
<br />WALTIR A. nur & ps- m,'! RM 6W WE - - I I -4 �� I: 3" (WWNUK
<br />� __..5m9E6A1iWZ. � . I - I - I I I . "-I A I - I. , a : - & '_ - a - stw;m w 0
<br />I I I I I I w
<br />- - - ------- ---- - mi
<br />11 "
<br />MAMM "g. D ESSURE Bourg � , a - -14-mb MO- � 1/4, 3, I I
<br />-Z MOMUM 11OU PAN L ]MEN * w I IS KOLUR SrM ro,,2/4 W/61 2W/6, 3W/7 & 4W/7 INSTALLATIMN MAU EQR REGUW_EAKL2i IIIIIIIIIIIIIIIIIIIIII
<br />COMEQNENI$ R MUM LIEE SAFM A E HANQ OEM PANEL SYSTEMS 9 moms (SEE SCHIMOLE ON
<br />(SCALE 1/2-l') MMUS INSMUAWN RMQ RE On=. =ME NXK t. W r MAX SHOETS 10. 10 all,) ___ 1*1 _-3: MAX 190 PORED ONCREN QR QQNGREM-A00 MOM
<br />I'uN--7-_+__ I I I '0;�'
<br />--
<br />�_ ____-I!02S` OCTAL WVr4-------j .IV So= PANELS(b L20=30 ...... W - '_ / I a 6 $11me POURED CONCRETE m �
<br />I -1 ar 6 I 0 1 � _g
<br />r_______'________' 124W (EFFI=?VE fflOT10-----------j 1913" 114'�U�a/4' sNa _z_&_a_" � - , --vAm".1191c"m . CK
<br />i I i _F._�=_ 17M 0 D.W(ix CD, 4 , -I--I- r I— r -I - 7- -r- ) �� REQUIRED. � REGUIRM I
<br />CL ! - III r_ - ,
<br />i I � s 1/4, m)--------i I 4G. I- �374' 1 r--v Am" 0 6 1/4- WIN Mm aLoffs -WA-me - , x � � I I I , I � I � i I I � , � , � 1 1 CONCRETE ANIS CONCRETE ANCHORS 32
<br />� I i Ill( "I , 2� =
<br />Ijiio. 1jr- -t3w-7 !\ 1 t - ocr .1 Im. � -, I 1 oil 0 it 1/2- ox� (j),@.rg ' - 1 1 (SEE sa* -'�__ P" (SE SO4EMDULE ON-
<br />�5007 P'Sw f , , 00T K mmm) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH I / � EXISIM POURED =
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<br />. 1, INSTALLATION ARE ONLY VAUD FOR MAX� A.S.D� = *-* -v- -*-
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<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AW '. 4nt 'IWELS139-11" 11 _w A"w. FL, 3n,
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