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246 NE 92 St (4)24 X 1t woo 'VTrcuCTU To rat Aim 111.11MMIIMIN•1111111111■7111•1111. 1 OUT 1 OF w000 F;b5bitil *TO A.CtoMo oxre AtAG Le ThicisNoti 'IN NO. 1000H CI-F-AAPRINT • Foal' Pt. 6, C5 NA et•A'1 rD6T4\11- z 1 r FILLED - fa _CoVE 4.NQdort IbOut FRIJECI ° TiF i tC"Ate W 1••1 rDow epo uT E Ls v & EP \\ 2 LL ... Co F.ICRATG_ rATN.N .f•40`TE. NeV■1 * IAR 11E7 tot PRILL F-ooriN ,tita o 71 E - :r55Atvi''1 4 TO N rPowrzGri_lw apoAY, I ALL SPLIC Er4 LONIC,o A 0 , 6.1.uM TUFNI P05 coomoig441a sizE wim wit1120w tAt.P.1.10t-1 4 i(C• WO, ?;SPii 'To gEmpir■I ALUM TU 15114G (60CoS) IR251 -- .cewieRsr) w Woor3 _ 44 11 „ ALUM A t4GL S L 40tCpiti GloG ‘",4 ;OIL: Wsr E56Sq 1/4, 1 2/6"A o.ctI rcise PLAT (GoCa) - MIT4 16"ab s.9. Wvoc7ag ar,e140ey pt. 'Te rov.r. .P • rJTAI I72 1 tvfN, 6 ,, NEFV.I_ CoNd• • ofet4 / G. K93 A 3 :4 I3ACH IJAMO _b T fiEAbc, . • • : P rtioV I rD EX 12 W 1 114 TPRP 41.1M .1K Rttlqcg - - - _ _to IRS* PL a 1") WIN t3 to / :r • ' IcE.U5SP .6)(15T. TOR 1 ,„._ _ DooR hE,NCo Moot - Z114• 11- iKESV401.0. cio&RtZ'f TILS 5Uu_. ' 1401aS PAt-J 1-4cra Ns 00U tbLE: Ftt'igNIC414_„1",00r-,:biT it *. v ••• • .. •••• • ..•• • vc. beDRoom DOOR DeT41.. = 0-0 _ Cr si,to ON ST E45T ELCVATI NI • vz 14 t . C3 w 0 3 0'i Lf P1.40 ft EXTEv45t014 • EXIST: 1404!)0 • Fli:K311ANG 1: • ■ • ul a V • . 1 /6 4- A So 9 /8 N Atm m cA 172 , ( 12 s" fr 'Lt - 2tro i /e - o fecd/ . 3 o � l4 1H _ • ExISt V4114 VON _To 1 Inet.40Va'. M L4u_s * WIN&J:Al2 W000 IFLA CU/sit UTH t AN P.11:4 roft 17 , F L. CX) li PL A N SbVtok CoV JJwi tyl4S414 0 1 /•i4• 4 )(<o' • tb eats if 1‘ VI o LA • s4 (9 14 yi NEW 4u0.41/G145: rrceNcii - 1 , 00r<it O ..?) 51/461. 4it JOG 5 So% um •i• SEI ••• 1 /6 4 A ezcom • • , L 0 ge•.•( (20( eZdt. .YERIP*1 _ 5 INGLg_ OONG.T` 01/• LI Sheet of 1 REVISIONS 10 . 6110 • 1111 WIN.0•11 1 ...11.1.••■•■ SEP. lolnommoormwommearsmisa......, •■■ 1.11••••■•■■16 Date sE,p, 9 9 Scale Drawn JsA Job 1OcOI 0 BY I j ill �i/ • T-L > \_11 • NMI � WAW r 1k*M. I . 1 Alin. 4 )' `+- .'+ 1.400' • 2.04 1 " 0 r-- 1/4' Max. GAP "T TRACK SCALE :: 1/2" = 1" UN80.TED (SEE SCI- 0 SECTION A -A 1.230' .400' • 55.50• 12.000' (Ott LCTnvE 47071-1) CD PANEL SCALE. 3/8" = 1" 14.380" (TOTAL W 10174 CONCRETE ANCHORS (SEE SCHEDULE LOCKING PINS 0 6' 0. C. 20 GAGE GoN. STEEL CONCRETE M4CHORS (SEE SCHEDULE .725' r- 90 x .0.50" OP (6) . 188' Dia. N SCALE 1 1/2" = 1' -0" 1.050' 2.041 " -. - 1.400" -•-.. - 094 R. + -. 250' WEDGE PIN ( 1" LONG) (6005 -T5 ALUN/NU1.l ALLOY) SCALE: 1/2" = 1" 1 d4ir7. 0 .3" Wax. STORM PANEL ELEVATION SCALE 1 1/2" = 1' -0" 1/4' Max. GAP- 1 F+ - Aft A11011111211VIAMIlltift111111/ 1 1/4" 0 S. S. STUD 1 RIVETED TO ANGLE I T 0 12" 0. C. 2.J57" PI • Pi 8 R. O. • .250' ( 2.125'- - FULL R. \I Ni SEE -----J N DETAIL 1 1 F _ 2.000' -- © ANGLE WITH STUD SCALE: 1/2" = 1" © HEADER > (6005 -T5 ALUMINUM ALLOY) SCALE: 1/2' = 1" ' 125" 1.750 ® "F" TRACK SCALE: 1/2" = 1" 4.000 " - .125" 1 � H l_ _ ] l 2" x 4" (Max.) x .125" ANGLE SCALE.: 1/2' = 1' •• 6/2/2 HEADER (6005 -T5 ALUMINUM ALLOY) SCALE: 1/2" = 1 " r -2' Max. --1 �7 CHANNEL SCALE: 1/2" = 1" 7 2' M ax, -•� mwmwommenwowl 1/4' a S. S. STUD RAFTED ro ANGLE 0 12" 0. C. �,,...... =mini .125 " - r .125" ryp. CHANNEL WITH STUD SCALE: 1/2" = 1" COMPONENTS SEE DETAIL } I GENERAL NOTES: 1. sTC14V PANEL 44S BEEN DESIGNED r/ ACCORr ' c 17774 7HE L14'E COUNTY, 7994 EJ177ON OF 77t£ SOUTH FLORIDA BCALL(Nc COLE OESIGN WINO L0.40S SHALL BE DETERMINE) AS PER SEC770N 6 OF ASCE 7-88. MTH 110 m.p.h. BASIC • .NO SPaa STORM FW/EL S AL><'OJ4CY FOR AVPACT NYO FAT7OLUE RESNSTN.CE HAS BEEN YERIFTED Y•1 ACCORDANCE MTN SEGTKWS 2375 . 23(4 RESPECTIVELY OF THE ABOVE MEYROYED COO( AS PER AmERtc4,4 7E57 LAB REPORT / 0822.01 -96R. 2 ALL SILE1 SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASIM A-653. GRADE 40. DESIGNATION w/rr 4439 kei (AFTER ROVED) AND 70 BE 0-60 GALIAN72Er) • ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T5 ALLOY UNLESS 077-CF RSE NO7ED. 4. ALL SCREW 7O SE STAINLESS STEEL 304 Oft 316 5 5 BOLTS 70 BE 2024 -T4 AttAivav ALLOY, G4L ✓AMZ£D CY( STAINLESS STEEL. I9r7H 36 km' MIM7UU7,1 Y7E0 POINT. 6 ANCHORS TO WAIL SHALL BE AS FOLLOWS: (UNLESS OTNERNt5E NOTED) (A) 7D cArywo PORED COHCRC7E• - 7/4.6 r. coi4 mocHoR5 AS MANUFACTURED BY LTA RAMSET oR L M hOUSrREES - r /4' / RAM LMt4C FLAJ IN ANCHORS AS MANUFACTURED BY THE RAWL PLUG COMPANY, p.G - I /4' I x 7/8" RAlK CAUL"- el ANCHORS OR ELCO male & female 'PN.W 4TE' AS ALM7l.FAC7URED 5Y T1-1E RAWt PLUG CCIIPAVY AND aco PIDUSIRIES, R£SPECl14t1Y NOTES A 7) MRWa17IA1 DABEYYENt tiro POURED CONCRETE or TAFcYY4 ma-an /6 1 3 /4 "T FOR RAWL ZALAC AAIUN 6 7 3/5'; d FOR ELCO PAN£LK4TES 1S 7 7/8'. A2) 7/5" ' CALK-94 ANCHORS SHALL BE ENTIRELY LLBEDCED PRO ME POURED CONCRETE NO EMBEDMENT err° 57LCCO SHALL BE HLKIRTTED 7/4" 0 -20 SCREHS LASED SHALL BE 1 1/2' LONG AYM.MW SNOC(D STUCCO EXIST M40 7' MINIMAL FOR WALLS MTH NO STUCCO. A3) N CASE THAT PRECAST STONE PRECAST CONCRETE PA,vEL% OR PALfRS BE FOUND ON THE C'3STING Ir4LL OR FLOOR ANCHORS SHALL BE LONG ENOUGH 70 REACH 774E FLAN 57RVC BENNO SUCH PANEL d` S, ANCHORAGE SHALL 8E AS /C'C47ED ON NOTES Al) & A2) A9Dl£ TLRE (8) TO EXISTiNO COfl.RE7F BLOCK WALL: - r /4' / rAPC'ON A44a*2RS AS MANUFACTURED BY 1.1W. R MSEr CR ELCO RNDUSTRIES. - 1/4' • RAM. ZAVAC NALw ANCHORS AS .MANUFACTURED BY THE RAWL PLUG C0'4'Is, ItvC - I/4' • • 7,1r RAM. CALK-W.4 ANCHORS OR E100 male t female 'PAVHXATE" AS M4NL.FACTURED BY THE RAM PLLG CO. AND ELCO .NOUSTRES RESPEC1 ELY. NOTES: B, i) MINIMUM ELB£ONENr of TAPCQN ANC, RAM Z4#C A4L14 & OLCO PANEL447E /N7o 771E CONCRETE BLOCK (!H</T SHALL BE 1 1/4'. 9.2) 7/6' RANL CALK-4N ANCHORS SHALL BE ENTERILY EMBEDDED 170 THE CONCRETE BLOCK U161 7 EMBEDMENT twro STUCCO SHALL 85 PER/4 TED. 7/4" 1-20 SCREWS USED S'G'LL BE 7 1/2' LONG MiYAAUM SHOW) S1t C0 EXIST, AND 7" M1214RA4 fOR WALLS Mr11 NO S7UCC0. 9.3) .74 CASE' THAT PRECAST sr04k OQ Pft'CASr CONK STE PANELS BE FOUND ON THE ELIrS77NG IWLL ANCHORS SHALL BE LONG ENOUGH 70 REACH 77E MAN STRUCTURE BENNO SUCH PANELS. AI.ChcRAGE 9-AL BE 1 7/4• k771A(UM Fort mcHoR$ ME 4770NEO 7N 91). 7 /6' PCR MO -FORS ,tiff .'TINED w 8.2). ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOmitENDArois AND SPEGITCATNJNS OF 771E ANCHOR'S 14VYUFACTUP07. 7. PANELS 0TT71 LENGTHS OVER 9' -4' SHALL BE BOLTED w/ 1/4' 0 -20 BOLT AND 404G'UT 04W." AND MNOLENGTH. 8. �PArI RJJ WAY � EE B 04 8 MO1 ENO ccmpol, 75 , (,), , . 7 . 6 �£PT 7PAT HEACE,S 2 ° C/SK4LL h0T BE L7 D. • ((7) IILIECO TESTIN2 k ENGINEERING COMPANY 1593 1LW. 3,501, A.. r41. 217, v1RG4`3+4 7.4 Or 5. R. 3.3166 Ohara 305$/71 -15.30 . Fax (301171 -1531 WALTER A. TIL11T Jr., P. E. FLORIDA Uc. 44167 9. IT SHALL BE THE RESPGNSOL/TY OF 774E CONTRACTOR TO VERIFY J7E SOUNDNESS OF THE STRUCTURE WHERE SKITTER IS TO SE ATTACHED TO 86URE PROPER 4 -0RAQE 17-WS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE BLOCK OR WOOD FR4VE elf.ALLUNGS 10. SHUTTER MANUFACTURER'S STICKER SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTER FIANCE OF EVERY PANEL APPhOXRL47ELY 4' ABOI•E THE BOTTOV OF SUCH PANEL STOKER 57-ALL READ AS F1ILOYS: ALUFAB HURRICANE SHUTTERS OPA LOCKS FL 045' COUNTY PRODUCT 03'47007. APFROYED. DETAIL 1: STUD w/ WING Nur SCALE: 1" : 1" 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2349 N.W. 147 STREET CPA -LOCKS FLORIDA 33142 14a. 2 INoc.rx71 cF]1EFIrL 00101. OUT 5/14/47 6/17/97 4 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY . Ni liri 1 PRODUCT CO' ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Cfb - ) 167 0 2. taclsna an 9'1 DACE COUNTY AS S7iCWN SCALE 9/5/ DATE 96 - 280 DRAW NC No SHEET 1 Of 8 CONCRETE sti+J CONCRETE [ - r�CR£TE REQUIRED \� d POURED CONCRETE OR CONCRETE BLOCK WALL REOUIR£D CONCRETE ANCHORS (SEE SCMDULE) POURED CONCRETE OR CONCRETE a OCK WALL REQUIRED L (SEE SLYiEDt2E) fCR 1ln7. 1 SEPARATION To CCIST1NG CLASS 1 OF W*NO w OR S. a o. SECTION ® ANCHOR I Cont. Coat FOR JIIn. 1 S PAaAnav •s' TO EXISTING GC/SS I OF WRYOW OR 7/8' x 3/32 WING NUT • EERV s71/0 4 • 12 0. C. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION - SECTION 2 SCALE- 3/8' = 1• (D. M.) SECTION .3 SCALE.• 5/3" = 1' E. 0. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 5 de 6 OF 8) NOTE FOR COMBINATION OF SECTIONS : WALL /FLOOR /CEILING MOUNTING SECTIONS CAN 8E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCtORS �- (SEE SatIDUEE) 1 SECTION 0 ANCHOR CONCRETE ANChO S (SEE SC. Vie I -20 S S POURED CONCRETE Ic4C. UNE ear IY/ toff REQUIRED • WASHER • 6t. Cont. 4 PORED CAYCRETE / REQUIRED SECTION O MACH(N£ BOLT BUILD- OUT INSTALLATION - SECTION 4 S2LE 3/8' = 1' (SEE 5a DUCE) FOR 46n. SEPARATION '5' 1D EXISRNG GLASS Of WINCCW OR S.C.D. © Cant AL TERYrA7E F AAPLM..48tE E.a FLOOR /CEILING MOUNTING INSTALLATION - SECTION 5 SCALE: 3/8' - 7' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE Sly LL) L7 19QN. D iv . BY 0. M1NC mut O El CRY STUD • 12' 0. 0. PRODUCT CO, 'ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO % ' I 115`7. n Z DADE COUNTY SECTION 0 STUD WALL MOUNT. INSTALL - SECTION 1 SCALE: 3/8' s 1' IL E C O INC. MUT TESTING k E1 GD EFRINO COMPANY 650.1 N.N. 1418 9l. St a. 117. VICANil 34R001, F1. 73164 Mons : (70SJ671 -1670 . Fax : (707)671 - 1931 WALTER A TIM' Jr., P. E. FLORIDA Ue. 44187 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc 2349 N.W. 147 STR£FT OPA LOCK, FLORIDA 33142 WI. MI ooartar bl GOKA4 0/14/97 WC w eom•+o4 AS SI-G NJ SCALE 9/5/96 t>Ari 96 — 280 DRAWING 14o SHEET 2 Of ES CONCRETE ANCHORS (SEE SChEDL'LE, —� POURE0 CONCRETE RMA'RCO POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE A.NGt?RS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REOU.'£D 7/8' 0 x 3/52' Wr,NG NUT • 12' 0. C. (SEE SCHEDULE) —} FOR Min. SEPARATION I 'S" TO EXISTING GLASS 1OF W(NOCW OR S. C. D. SECTION ® ANCHOR (SEE SCHEIKK£) FOR ,Sen. SEPARATION I"S" TO EXISTING GLASS 10F WInCOW OR S. G. Cont. SECTION ® STUD BUILD—OUT INSTALLATION — SECTION 6 SCALE: J /8' = 7' 7/4' 0-20 S. S. /44�C ear W/ NUT It WASHER O 5' 0. C. POURED CONCRETE R£OU/RE0 1' Mr,. Cont. Cont. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCIDVCE) FOR Min. SEPARATKN '5' 70 EXISTING CLASS OF IYINOCw OR S G O. / E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 5 & 6 OF 8) • O 12'0. C. Cont. WALL MOUNT. INSTALL. — SECTION 7 SCALE: 3/8' + 1' NOTE FOR COMBINATION OF S£CnONS WALL/FLOOR /CEILING NO N77NG SECTIONS CAN BE COMBINED IN ANY WAY ro SUIT ANY INSTALLATION. 1/4' 0 -20 r 1' M. 3. BOLT W 7/8' 0 x 542' WII G NUT 1 EVERY OVJdAP AT THE MICS PAN. / E. 0. 7 /3' x J /32' WING NUT O VERY 57110 O 6' O. C. O CVT END PANEL 2' x 4 x .125' 3105 -H14 OR 606J -T6 ALLOY Cont. Alum. ANGC£ CASE A (Plan) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CCNnRETE ANCHORS 0 12' 0.0 SCAL 1/4' - 1' F -2.000- M ;n. ILIECO TIU T TESTING 2 ENGINEERING CON PANY 6595 N.W. 3695. S.. Sta. 217 YRGNA CAJS)EMS. Fl. 73166 Phony • (305A71 -1530 . Fu (305)571 -1531 WALTER A. T1LLR Jr., P. E. FLORIDA Lic. 44167 CASE C (Plan) SCALE: 1/4' - 1' ALTERNATE LEO LOCATION 2' x 2' x .055' TO Y x3'x.055"Cont. AARn. ANGLE OR Q80' J105 -&1154 SHEET METAL Alum. BENT PLATE OR 18 CAGE Colx. STEEL ANGLE 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc 2349 N.W. 147 STREET OPA LOCKA. FLORIDA 33142 ICI. O - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 90' < L < 135 J DING 1.011 f \ \\ \ \ \ \ \ \ \. OEI+E 4L IS/14/97 +EVER 4. 116/25/97 SCALE.' 1/4' = 1' 41 N• POURED CONCRETE CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 012'0. C. 1 /4' / BOLT 0 12' 0. C. W/4.ACKYVT CASE B (Plan) 2' Vox. 4 ®® ® ® ®® \ ® 4' Cx.093' 3105 -H14 OR 606J -115 ALLOY Cont. Alum. ANGLE OR 18 GAGE CoN. .S1EEL ANG1£ END CLOSURES DETAILS a • r,PPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE _ s L 19Ql BY PRODUCT CO "ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO qh I1b�• 6Z DADE COUNTY AS S-4CWN SCALE 9/5/96 DATE 96 — 280 DRAWING No SHEET 3 OF 8 RANT CALK -IN OR ELCD mak/ /emare PANELAA (SEE SCHEQ(.kE) POURED CONCRETE CR CONCRETE BLOOM WALL REQURED PORED , :0NCR£T£ REQJIREO • 1. (5£E SC iFOuLE) FOR Min. SEPARATION "r TD EXISTIN, GLOSS OF W(NOOW OR 5 G. 0. POURED —� CONCRETE PEOUIREO Cont. ALTERNATE IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE) SECTION to ANCHOR I+- (SE£ SCHEoUL£) FOR Min. SEPARATION 'S' ro EXISTING GLASS OF WINDOW OR 5. G. 0. Co n L ALTERIti4TE IF APPUCABLE L SECTION to STUD C D. WALL/ FLOOR MOUNTING �✓�-�. �- o INSTALLATION - SECTION 8 SCALE: J /8' = 1' MAXIMUM DESIGN LOAD ' V ( p.s.f.) TOTAL MOUNTING HEIGHT 'H" $ 10' -0 10'< N <12' 72'< H <14' 14'< H <16' 40 7' -7" 7• -2" 6' -10" 6' -6" 10' -8" 10' -1' 9'- -7" 9' -2" 50 7' -1' 6' -8' 6' - 4' 6' -0" 9 9'- s' 8'-11" 8'-6" 60 6' -8" 6' -3" 5'-11' 5' -8" 9' -4' 8' -10" 8• - 4" 8' -0" 66 6' -4' 5' -11' 5' -8" 5' -5" 8' -10" 8'-4" 7' -11" 7' -7" MAXAWLIM DESIGN PRESSURE RATING W (p.sRi.) Wax PANEL LENGTH L (ft) (SEE SECnoNs) MINIMUM S£'ARAT 1 ro GLASS PANEL CONDITION +55.5, -66.0 9' -0' 2 3/4" UNBOLTED +35.0, -55.0 X9'-0' TO 12' -8" 2 5/8' BOLTED • R CONCRETE TE A`tC7 - 'ORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BOCK WALL REOVIRE,O (SEE SCHEDULED FOR Min. SEPARAT70N TO EXIS rrNO LASS OF WINDOW OR 5 G. 0. 6 Cont. - SECTION 9 Cont. E. 0. E. D. 7/8' x 3/32' WINO NUT O 1(RY STUD 7/8' x 3 /32" WING NUT O EVERY STUD POURED CONCRETE J I CONCRETE / OR CONCRETE / Y ANCHORS BLOCK WALL (SEE SCHEDULE REQUIRED NOTE FLOOR dr CEILING MOUNT INSTALLATIONS SHOWN. FOR DIFFERENT MOUNTING INSTALLATIONS SEE TYPICAL SECTIONS ON SHEET 2 & 3 OF 5 Cont. 2 X 4' OR ?' x 6' )2 .125' HORIZONTAL Nun. TIM MULLION (6063 -r6 ALLOY) %• t ,5 J Cont. SCALE: 3/8" = 1" i ALTERNATIVE 1 SPLIT PANEL MOUNTING INSTALLATION ALTERNATIVE 2 (TOP) E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 & 6 OF 8) 1.000' 1000• 4. 000' 1.000' 4.000' 1.000' MAXIMUM MULLION SPAN (HORIZONTALLY) SCHEDULE FOR SPLIT PANEL INSTALLATION 4.500" HORIZONTAL TUBE MUT,T/ION CONNECTION TO WALL SCALE: 1/4" = 1" 2 "x4" TUBE , 2 "x6" TUBE EDGE OF EJSTA,C WALL (2) J /8' 0 THRU BOLTS W,/ WAs; -FR & NUT 2"x 4' OR 2"x6' x .125' HCRLZONTAL TUBE MULLION (606J -r6 ALLOY) 2"x2"x 1/4'x 0' -6" Nun. ANGLE (6063 -r6 ALLOY) (TYP• TOP dr BOTTOM) 1/8" / KWIK BOLT ANCHOR W/ 2 1/2' 1.6n. PENETRATION INTO CONCRETE OR GROUT FILLED BLOCK MEASURED TO CENTER LINE OF ANGLES TYPICAL SPLIT PANEL INSTALLATION ET.FVATION W/ MULLION TUBE ON FACE MOUNT N. T. S. MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE a' BOLTED W/ 1/4" 0 -20 5. S. M. S. & WINGNUT AT OVERLAP & MIDLENGTH OF PANEL. i (IPPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT , L 17 I q'7. BY PRODUCT CON ROL DIM 'ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.2 - J 1Y7. DADE COUNTY ILIECO TILLIT TESTING It � E � 7 NGINELMNO COMPANY 6313 Pf N. • (306 ,171 -1320' F a t N i 1 (322471-1231 13 1 0! WALTER A. TILLT Jr. , P. E. FLORIDA Lie. 44167 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc.. 2349 N.W. 147 STREET OPA LOCKA, FLORIDA 33142 AS SEiOwN SCALE 9/5/96 DATE 96 — 280 DRAWING No oo 5,i 14,47 y /tri� WV. V 70C WNM WA W4.16 MA SNELT 4 OF 6 MAXIMUM DESIGN LOAD W (F' g ' f ' ) MAXIMUM ANCHORS SPACING FOR E. 0. s 3 1/2" . • APPLICABLE TO SECTIONS COMBINATION OF MAX.14U1.4 PANEL LENGTH "L" (ft.) TAPCONS 3" RA.VL CALK —IN PANELUATES TO CONCRE7E TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY +55.5, —66.0 N/A 12" N/A N/A 12" N/A •• 8' -0" OR LESS • 12" 12" - i N/A 12" N/A 2 (TOP) 11 12" 12" si TTO N/A 12" 12" 3 (TOP /80IIOM) N/A • 6" N/A 4 (TOP) 6 " 6 6" 6" 4 (BOTTOM) N/A N/A 6" N/A 6" N/A 5 (roP) 12" N/A 7" N/A 5 (BOTTOM) 6" N/A 6" N/A 6 (TOP) 6 6" 6" 6" 6" 6" 6" 6" 6 (BOTTOM) N/A 12" 12" N/A 12" N/A OP) 6" 8" 8" 8" 8" 8" % / NI % ") N/A N/A N/A 12" 12" 12" 12" 12" N/A 8 1/2" N/A 12" N/A 7" N/A 8 (BOTTOM) ACTUAL E. 0. FACTOR TAPCON /ZAMAC IWILW/ PM%ECMa TES RAWL CALK —114 3" .86 .75 2 1/2" .7 .50 2' .50 — * ic MAXIMUM DESIGN PRESSURE RATING "TY' (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO 4000 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. 0. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MUL77PLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E 0. FOR RAWL CALK — ANCHORS & ELCO PANELMATE IS 2 1/2"). 1ILIECOINC. T1LLT TESTING k ENGINEERING COUIPANY 8505 KW. 38th. SL. S'.•. 217. NRCIMIA CMIDENS, F1. 331B$ R,on• (307)671 -1330. Fox (303)071 -1331 WALTER A. TILLfT Jr., P. E. FLORIDA Lic. 44157 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2349 N.W. 147 STREET OPA LOCKA, FLORICA 33142 PCY. GENERM. GEMFM. 3/14/17 /13/97 Wet AS SNCWN SCALE 9/5/96 DATE 96 — 280 DRAWING No SHEET S OF 8 E 0. = EDGE DISTANCE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT L. BY PRODUCT CON OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 96 - /6'7. b DADE COUNTY MAXIMUM DESIGN LOAD )y (p s. f,) MAXIMUM ANCHORS SPACING FOR E. O. = J 1/2" . • APPLICABLE 10 MAXIMA! PANEL LENGTH "L" (ft.) TAPCONS RAWL Z AC t14/UN RA'WL CALK -IN P RTES SECTIONS A do ANY COMB1NA770N TO CONCRETE TO MASONRY 10 CONCRETE 10 MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY OF THE.41 +55.5, — 66.0 12" N/A 9 1/2" N/A 12" N/A 8' N/A 1 (r0P) .>8' -0" TO 9' -0 12" 8" 12" 9 1/2" 12" 11 1/2" 11" 11" 1 (BOTTOM) 12" N/A 9 1/2" N/A 12" N/A 8" N/A 2 (FOP) 12" 8" 12" 9 1/2" 12" 11 1/2" 11" 17" 2 (BOTTOM) N/A N/A N/A N/A 12" 6" 6" 6" 3 (TOP /BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 4 (TOP) 6" 6" 6" 6" 6" 6" 6" 6" 4 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 5 (FOP) 11 1/2" N/A 7 1/2" N/A 12' N/A 6" N/A 5 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 6 (TOP) 6" 6" 6" 6" 6" 5" 6" 6" 6 (BOTTOM) 12" N/A 9 1/2" N/A 12" N/A 6" N/A . 7 (TOP) 8" 5.5" 8" 6.5" 8" 75" 7.5" 7.5" 7 (BOTTOM) N/A N/A N/A N/A 12" 6" 6" 6" 8 (TOP) 11 1/2" N/A 7 1/2" N/A 12' N/A 6" N/A 8 (BOTTOM) +35.0, —55.0 6' 6" 6" 6" 6' 6" 6" 6" 8 (TOP) >9' -0" TO 12' - 8" 6" N/A 6" N/A 6" N/A 5" N/A 8 ( BOTTON) ACTUAL E D. FACTOR T A P C O N / Z A , M A C N v L N ! / PANELM4T£S R A W L C -IN 3" • .86 .75 2 1/2" .71 .50 2" .50 - * * MAXIMUM DESIGN PRESSURE RATING "1' (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHED UT F; FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * * SEE SHEET 7 do 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLA INTO X00 FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN .3 7/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Win. E. D. FOR PAWL CALK -W ANCHORS & EL CO PANEL MATE IS 2 1/2"). IILIECO INc. TILL T TESTING Jlt ENGINEERING COMPANY 6565 N.W. 369,. St, St.. 217, vt0.G16A CARDERS, F1. 33106 Ptons (305%671 -1530 . Fax (305)071 -1531 WALTER A. TILLfT Jr , P. E. FLORIDA Lic. 44157 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2.349 M.N. 147 STREET OPA LOCKA, FLOR■CA 33142 rc«. 5ace•na oaar+row 15/14/97 XNEXAL >a /75(97 cY. 9. AS SHCWN SCALE 9/5/98 DATE 96 — 260 CRAVING No SHEET 5 OF 8 E 0. = EDGE DISTANCE .PPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT COItTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C i6' 116 Z DADE COUNTY _,A, • U•U•I•111•IUi -i inirmd 0 0 0 W000 HEADER REQUIRED (SEE SCI iEDULE) -- FUR Min. SEPARATION 'S" r0 EXISTING GLASS OF WINDOW OR S. G. 0. l/4' 0 x 1 1/2" LAG SCREWS 0 6" 0. a 0 1/4' 0 x r LOW LAG SCREWS O 5" 0. C. W 1 27/32" Min. FENE7R4T1GN I TO ECISTTNC 4000 HEADER. Cant. 0 HI BOLT iv/ � NUT & WASHER 0. 1/ MACNE ! __ 1 O cry Cont. ALTERNATIVE 1 / 14 x 3/4' 5. 5 S. M.0 •6"D.0. ALTERNATIVE 2 Cont. • 12" 0. C. NOTE FOR COMBINATION OF SECTIONS. WALL A4OUN7/NG SECTIONS CAN 8E COMBINED W NJY WAY r0 sun" M(2" INSTALLATION Cant G 72"0.C. NEW P. r. 2' x 8' Cont. W /(2) I/4' 0 x 5' LAC SCREWS 0 EACH S71./0 (MICIDTH OF STUD. 2' Min. NoM7NAL) MHO W/ Y Min. PENEWR4TICW INTO EXISTING Sivo. 1' r 4 ' x 1/8' Nuevo') 6063 -T5 Alum . TUBE (Cone. ) (2) 1/4' 0 x 4' LAG SCREWS O EACH 571/0 (.N10wvpN OF sruo) ANC w/ ?" M1n. PENETRATION IMO EXISTING STUD. 0111111• V LF/ kVA 0 0 0 I I W000 HEALER REQUIRED . --(SEE SCHEDULE) FOR Min. SEPARATION 'S' TO EXSTPl0 GLASS OF WINDOW OR S. G. 0. 1 /4' • x 1 1/2" LAG SCREWS O 6" 0. C. 0 0 will" 11 II 1 •. .# • NEW P. r. 2' x 6' Cont. w/ (2) 1/4' • x 5' LA0 SCREWS • EACH 57110 (MI0 W70rH OF STUD, 2" .1lxr. N0t•NAL) A'd7 W/ 2" PENETR4rCW 11170 EXISTING STUD. ALTERNATIVE 3 0 1 r LAG S "O C. CREWS06.C. ALTERNATIVE 7 NEW P. T. 2' x 4' (Min.) Cont. w/ 1/4" 0 r 5' LUNG LAC SCREWS 0 6' 0. C. W 1 27/32" Mk,. PENEIR47TON r0 FXISTWG w000 HEADER. 4 Cont. 7/8' I x 3/32' WING NUT • EVERY STUD 06 0. C STAGGERED TO 1/4' LAG SCREW Cone 7/8' 0 x 3/I2' W7N0 NUr • EVERY 2" TRACK 012'0.0 Cont. Nfw P. T. 2' x6' Cont. w/ (2) 1/4' 0 x 5' LAG SCREWS • EACH 57U0 (MIDWXOrH OF STUD, 2' M7n. NotaW4L) AND W/ r Min, PENETRATION INTO EXISTING 5T110. NOTES: 1, WsrALLATAONS ARE ONLY VALID FOR BU!LDNIGS WITH DESIGN LO40S UP TO 66.0 psi AND PANEL LENGTHS up TD 2. NEW 2" x6' P. T TO BE SOLRHERN PINE No. 2, SURFACED QRY 0TTT -1 19 Ir M. M. C. 1/ SPECIFIC DENSITY OF 0.55. J, FOR NEW *000 FRAME CONSTRUCTION, NV00 MEMBERS TO BE SOUTHERN PINE No. 2, 1/ SPECIFIC DENSITY OF 0.55 OR EQUAL. paw IrA,4 0017 I". 0 *000 HEADER REO U,RED (SEE SCHEDULE)-- FOR Win. SEPARATION '5' 10 CXIST.',G GASS OF WINDOW 0? S. G. 0. 1 - ; 4 x 3/4' S. S. S M. S. O 0. C x .125" (Min.) A/wn, r18E W /7 /4' /x4"LONG LAG SCREWS • 6' 0. C. W 1 27/31" Win. PENETRATION TO EXISTCVC *000 HEADER ALTERNATIVE 4 14 x 3 /4' S. S. 41. S.0 c/G7...-c_fe 0 Cont. 7/8' 0 x 3 /32" WING NUT O EVERY STUD 06'0.0 STAGGERED TO / 14 s:M.s Cont. 1' x s' x 1/8' (Min.) 6063 --T5 Alum. TUBE (Cont.) (2) 1/4' 0. x 4' LAC SCREWS • EACH STUD (M10WIOTTI OF STUD. 2" Min. NOMINAL) AND W/ 2' M n. PENETRATION 1MTD EXISTING SILO. rte,_ i . .4. • I It ow 4N• '' O 0. C. i 1II, 0 1' x 4' x 1/8' (Min.) 5063 -75 Nwn. TUBE (Cont.) -(2) 1/4' 0 x s' 1,40 SCREWS . • EACH sruo (MICWHOTN OF STUD, 7' Min. NOAIN.4L) AND W/ 2' Min. PENETRATION inn" EXISTING 5TU0. ALTERNATIVE 8 749' 0 x 3 /32" WC/0 NUT O EVERY 'f TRACK O 12' 0. C. Cont WALL MOUNTING INSTALLATION - SECTIONS A SCALE. /4" = T' W000 HEADER REQUIRED (SEE SCHEDULE) FOR Wen. SEPARATION '5' JJO EXISTING GLASS OF WINDOW OR S. G. D. ALTERNATIVE 5 11 � 11 I Cant. 1/4'0 x8 LAG SCREWS O 6 O. C. w/ 1 27/32' Mm. PENETR4rxx4 O .5110 WIDTH OF PLATE I FAR Alin. SEPARATION '5" 70 EXISTING GLASS OF WINDO OR S. C D. ALTERNATIVE 6 NAM P P121611 1 -1. / 2" IRE° TE FOR Min, SEPARATION TO EXISTING CLASS OF i/MOW OR S G. D. 0 (SEE SCHEDULE) ALTERNATIVE 9 IL EC0INC. TIL1T TESTING It ENGINEERING Ca1APANY 4595 N.W. 34th. 47, 5'.. 217 VFK7NA CARDERS F1. 33164 Pro..• : (705A71 -1530 Fog (305}571 -1331 WALTER A. 1 Jr., P. E. FLORIDA Lic. 44167 1/4" • x J' LONG LAC SCREWS • 6' 0. C. W 7 27/32' Min. PENETRATION TO EXISTING W000 HEADER. 0 7 /2"0x5 /J2" WONG NVT O EVERY sru0 O 12' 0. C 7/6' 0 x WANG NUT 0 EVERY 'F' TRACK O 12' 0. C. Cont 1 /4'Ox5LAG SCREWS O 6' 0. C. 1/ 1 27/32" Min. PENETRATION O M0w10rH OF PLATE. .rY. .ta a7+JR OE3+F3L.: :EWER. . 0000 HEADER REQUIRED (SEE SCHiE04L1 FAR Min. SEPARATION '5' 7 EXISTING CLASS OF W,NDOW OR S. G. D. ALTERNATIVE 10 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2349 N.W. 147 STREET OPA LOOM, FLORICA 3.3142 oo n 5/14/97 6/ 25 1 97 R`/... 1 438' 0. 0. x 6.32' LONG BRASS BUSHING W/ 1/4' 0 -20 x 2' 5. S. M. S O 6' 0. C CR 1/4' 0 -20 ELCO mole /lema7. PAVELhWTE • 6' 0. C W/ 1 7/8' PENEi RAT70N TO EXt *000 HEADER. N 4,38' 0. D. x .532" LONG E8RASS BUSHWCw/ 1/4" -20x2' S S. M. S 0 6' 0. G OR 1/4' 0 -20 ELCO Toole /femat0 PANELM4TE 0 6" 0. C w/ 1 7/8' PENETRA770N TO COSTING *000 PLATE (1PPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT �- 19 BY _ • • PRODUCT CON 'OL DIVISION BUILDING CODE CO MPLIANCE OFFICE ACCEPTANCE NO, C % • 1 / 6` . 2' DZ Ou DADE COUNTY AS SHOWN SCALE 9/5/S6 DATE 96 - 280 DRAWING No SHEET 7 OF 8 1/4' /xr LONG GAG SCREWS • B' 0. c. w 1 1/2' Mtn. PEVErR4TpN TO EXISTING W000 HEADER W000 HEADER REQUIRED (SEE SCHEDULE FOR Mn. SEPARATION TO CLASS OF WINDOW AR S. C. D. 1/4' 0 x J 1/Y LAG SCREWS • 6' 0. C. Cont. 1/4 0 MACHINE BOLT w/ NUT 8 WASHER • 6' 0. C -+y O p k � n. I h3 Cont. Cont. NEW P. T Y x 6' Cont. W/ (2) 1/4" • x 5' LAG sCREWs • EACH STUD (MTDWDTH OF STUN, 2' Min. ,NOMINAL) ANo W/ Y Min. PENE7RATION INTO EXISTING sTva. SECTION 0 L4G SCREW ALTERNATIVE 11 WALL MOUNTING INSTALLATION & (OFFSET) — SECTION A s>~ 1/4' 1' ALTERNATIVE WOOD FRAME CONDITION & ANCHOR LOCATION AT BOTTOM SCALE 1/4' . NOTE : SHUTTER TRACKS NOr S! 4v FDR CLARITY SECTON 0 LOCKING PIN W000 PLATE' REQUIRED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4' 0 x 1 1/Y LAC SCFrWS • 4' 0. C. SEE SCHEDULE)- FEd Min. SEPARATION r TO EXISTING CLASS OF wTNDOW OR S. G. 0. ALTERNATE f APPLICABLE c. ) 2 - 7 W000 TRUSSES OR RAFTER • 24' 0. C. REQUIRED Conf. 7/8' 0 x 3/32'• WINO NUT • EVERY � 0 NEW 2"x5'P. T Cont. W0.^0 PLATE W/ (2) 5/16 0 x 5' LAG SCREWS' TO EACH RAFTER OR TRUSS LOCATE SCREW Ar M10wf0r7-1 OF EXLSTLVC 0000 M£NBER (Y tun. I+0MiN41. WIDTH) w/ 2' .Vin. PENETRATION. Y x6' WOOD DECK REQUIRED I/4' 0 x 2 12' LAG SCREWS 0 Cr 0. C. NOTES: 7. INSTALL4 7VWS ARE ONLY VALID FUR BUILOLNGS 47T7-1 DESCH LOADS UP TO 66 ps1 AND PANEL LENGTHS UP TO 7-0' 2. NEW Y x 6' P. T TO BE SOUTHERN PINE No. 1, SURFACED DRY W!TH 19 X M. w. C. W/ SPECIFIC CEN57TY OF 0.53. J. FOR NEW NAJOO FRAME CONSTRUCTION.' W000 MEMBERS 70 BE SOUTHERN PINE No. 2, 0/ SPECIFIC DENSITY OF 0.53 OR EQUAL. vox FOR CONBTNATTON OF SECTIONS FLOOR/ WALL/ cEIuNO MOUNrfNC SECPONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. WOOD TRUSSES OR RAFTER • 24 0. C. REQUIRED ,500' / 14 x 3/4' S M. S. 0 6' 0, C. - -(SEE SaIEDUL£ F FOR Min. SEPARATION S' ro EXISTING CLASS OF WW0c w CR 5. G 0. at AL TER/SATE IF APPLICABLE ALTERNATIVE 1 ALTERNATIVE 2 1' r 4' x 1/8" (,1Vin. �I 6 VV 0 �� 63- 75 9 ) � Alum. TUBE LtC ( 5 ' CRf W T EA JOIST. LOCATE SCREW O Coot AT WO WITH OF COSTING W000 MEMBER. p (Y Min. NGMfN4L WIDTH) 0/2" M7n. PENETR4TRRN. W a 7/8' 0 r J /JY WIt.G NUT 0 EVERY 57U0 • 12' 0. C CEILING & FLOOR MOUNTING INSTALLATION — SECTIONS B SCAw , /4' - 1 . 2' x 6' W000 DECK REOWRED 1/4' 0 x 1 1/2" LAC SCREWS 0 6' 0. C, APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT `1 13 q BY PRODUCT CON ''CL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, - 1 161 67. DADE COUNTY IILIECO!Nc, TILUT TESTING t ENGINEERING COMPANY 8505 N. 34tn. St. St,, 217 YRCNA CO.P004S. F1. 33184 Pbn• . (305)071 -1530 Fax (305)671 -1531 WALTER A. T1LLWT Jr., P. E FLOPICA Uc, 44167 20 GAGE STEEL STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 234) N.W. 147 STREET OPA LOCKA, FLORIDA 3.3142 WY. a) 2 MCC M. oac y OQK ,0. 45/11/27 1 OEHER.0 6/1.5/97 5.n AS SHOWN SCALE 9/5/96 DALE 96 — 280 DRAWING N0 SKEET 8 OF 8 i t- 7 WA • C.) =dz. �r 0 P2U174 4v 5 - rT4U C r*4 • t"'1 ! tiM . ! 0•4s.; ciAirii /30 6 PRA Nests Qiictii .r Otic6 c. . , FIL ftO BHA ' NO. $I 460000 �p a Ka'w H *Oa C (4,,,e' .., � % t c a.. • ALUMINUM ALLOY OF COMPONENTS. .- - PANELS ..,.,•.' .• ' ' R0OF . ,,., .......••••••••• 14“...■••*••■••••••••••■••••••• ■ ' H.EA vac, *.... i......a.• ,- .4. ' .:' .4 4 'ir . ' ' ' .... . ii. f. 11,..: ',...r. 0 ,.1 1,,,: I.• 9 .0 011 * * * _ a go , „,,, F ASO 1411: BEA li .1;i* *:* ;;411 .1 .1..1i • ....1,.•.16. .0 ' di re* 4 * ... • • ..66 .. .0.1.00+4+4,r0.. la'. SIDE TRAILER. # INGE,' =:;;;-..,.:;...;.-.'---.:. • - • ' • ME litr - Shbli. rivao. A 11 (z' .1)E. - MMW TESTED • IN ACCORDANCE THE.' tiETROP OLITAN DA OUNT't BUTLDINC, ZONING _LSEPARTMENt POLICY FOR Priciwcal). CANOP100' AND C.ANOPY. SHUTTERS, DAtED OCT. 1.0,1960,1 B k ASELi 'ON .-`,. : THE SOUTH. FLORIDA 13UILDING - a? : • Roop. g 3 ,„ c,ol; f „ k rE 42, •••,.. +IQ ra od eft at NO eiro,ro srsk 6 t, 6 71 SCRJ 4 f, g .,olt4 fEEL- OR 2O21j IT SHALL .84 __,DETERM/NED' THAT THE EXISTING-, STRIXTURE__ ;- CAN_ ,SAFELr. SUPPORT__ THE,' LOA.p4.•. IMPOSED% BIt;,THE A'NN,ING.;;:k r.,r,k11 .020" — OrN :D ' CitYP, C OLVilj.* 1 • e ,; 01.; s 1•••,‘ • • • %. 4 nr i 1* t 10t- , a p1 NA r.,,,5., 4-, iptrcu], • S IDE V. iott -- - - ', , -- . ,, , , _ ,, - 14. LAG , 2.(-3RS. .:. ' . „CROSS SECT.' . 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