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318 NE 101 StTHESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) L'STED IN "REMARKS" 7,1!AM! S''ORF^ BUILDING AND ZONING U,'! E33 SPECIFICALLY LISTED BELOW. AND ^OU':TY LAIJS MUST BE COMPLIED nnt' i -e:i °ture D?te • WITH NO VARIANCES • WITH NO OTHER DEVtATIO'S FROM TIE ORDINANCES WILL BE PERMITTED. ALL OTHER APP' IOW E STATE WITH BY ALL PARTIES. FIRE DEPARTMENT PUW!_IC WORKS POLICE DEPARTMENT BUILDING DIRECTOR 7 � 3 lc ' 4 PLANNING & ZONING BOARD VILLAGE COUNCIL APPROVAL PRELIMINARY: FINAL REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE C.!- =Im `:'IT" 711r K''O ".'EDGE OF AU_ BUILD ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. • 1 f .500' WOOD TRUSSES OR RAFTER • 24 O. C. REQUIRED / 14x 3/4 S. M. S. • r 0. C. —( SEE SCHEDULE FOR — Min. SEPARATION) Typ. Cont. • NOTE FOR INSTALLATIONS THAT NEED NOT TO BE REMOVABLE. USE 1/4' • x 1 1/2' LAG SCREWS O r O. C. ALTERNATIVE 1 1• • 4' • 1/r (Min) M06 (2 5%14 •N LAO SCREWS TO EACH RAFTER OR TRUSS LOCATE SCREWS AT MIDWIOTH OF EXISTING W000 MEMBER. (2' Min NONIHAL MOTH) W/ 2' Mn. PENETRATION. • W000 TRUSSES OR RAFTER • 24 0. C. REQUIRED 1 114M111/ InFu 1/4 • 1 1/2' UG SCREWS • 6' C. C SEE SCHEDULE FOR Min SEPARATION) Trp. E OF COSTING WINDOW OR S. G. 0. ALTERNATIVE 2 NOTES: AP PUCABLE ONLY TC INSTAUAT)ONS AT WOOD FRAME 1. INSTALLATIONS ARE ONO VALID FOR BUtL01NG5 WITH MEAN THAN 25 FEET. AND FGn^ PANEL'S SPANS AS PER SCHEDULE 2. NEW r x 6' P. T. TO SC SOUTHERN PINE No. 2, SURFAC W/ SPECIFIC OENSrTY OF 0.55. 3. FOR NEW WOOD FRAME . 0NSTRUCTION: WOOD MEMBERS TO IV/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NEW 2' • 6' P. T. Cont. ROOD PLATE w/ (2) 5/16' 0 x 6' LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIDWIDTH OF EXISTING W000 MEUSER, (2' / 2' Lin. PENETRATION. CEILING & REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 3 rl WOO TRUSSES oR RAFTER FTER • 24 O. C. REQUIRED mo SOJ / t♦: 3/4 i toG S. M. 5. O 6' O. C. J 1 SEE SCHEDULE FOR Min. SEPARATION) Typ. E OF 06511140 WINDOW OR S G. 0. • ALTERNATIVE 3 BUILDTNCS. ROOF 14EIGHT LESS OR EQUAL ON SHEET 3 OF 5. DRY WITH 19 x M. M. C. BE SOUTHERN PINE If 2. /1 tINC. \ TIUIT TESTING ! ENGINEERING COMPANY 626:1 M W. 21!\ 7t. Sta. 217. , WPM CAROMS Pl. 33166 Aw : (303)I7I - 1230 Fa : (302)671 -1331 WALTER A. TrUJT Jr. P. E FLORIDA Lac. 4 44167 STORM PANEL ALL BROWARD HURRICANE PANEL CO 430 Wt3T MOMS ROAD FORT ULLJOEROLLE. RORIDA 33300 1117. W Kit 4/1/15 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT E_ II �c� T x;144 BY PR84UCT CONTROL IVISION BUILDING CODE COMPLIANCE 9FFICE ACCEPTANCE NOR- —(15611 • 0 I ICKAWKW 1 6 Wit. •. .r: DADE COUNTY SCALE 3/29/95 DATE 95 — 72 DRAWING No I HEFT 5 OF 5 .SDTf 1/4 x 6' Cont. 6063 —T6 Arun. PLATE W/ (2) 5/16' • • S LAC SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIOWIQTH OF EXISTING W000 MEMBER. 2 Min. NOMINAL 111DTH) W/ 2' Min. PENETRATION. Cont. • r • P I. i ili van ! EN I 11111111:•....=C. ! 111 lI11111011111111iG�AII C_ 1111111111/4611 I, 0 0 0• BUSHNC 6 NG M ORASS • S C R . C. 1/4' • r LONG LAG SCREWS 0 6 0. C. W/ 1 1/2' Min. PENETRATION TO DOSING w000 HEADER * *DOD HEADER REQUIRED (SEE SCHEDULE FOR MirL SEPARATION) Typ. EDGE OF EXISTING WIHDOW OR S. G. 0. ALTERNATIVE 1 WALL MOUNTING INSTALLATION 3/6' • 3 ' 4' LONG Z 8RASS S. S I x SSCR Q 6 1 /A 0 C . • Cont 1/4' 4-20 S. S. BOSS 0 1r O. C. w / NUT A MASHER. r - 1.000' Min. I PEW P. T. 7 x r Cont (2) 1/4' 0 x S LAG SCREW . 0 EACH 51110 (MDM70TH OF STUD. 2' Min. NOMINAL) AND w/ 2' Min. PENETRATION INTD CRSTING STUD. 7/8' x 3/32' WING NUT 0 EVERY STUD OR M. 8. 0 6 1/2" 0. C. RI(:) Cont NEW P. T. 2' x 6 Cont (2) 1/4' • c r LAG SCREW 0 EACH STUD M10wIDTH OF STUD. 2' M s in. NOMINAL) AND w/ 2' Min. PENETRATION INTO OUSTING STUD. WALL MOUNTING INSTALLATION - SECTION 1A W000 HEADER REQUIRED ALTERNATIVE 2 EDGE OF COSTING WINDOW OR 5. G. D. _..t. WOOD HEADER REQUIRED N.,, EDGE OF EXISTING WINDOW OR S. G. 0. ALTERNATIVE 3 - SECTION 1 j 14 x 3/4' S.M.S. O r 0. C. ALTERNATE W/ STUD THROUGHOUT 1/4' • x S LONG LAG SCREWS 0 6 0. C. w/ I 1/2' Min. PENETRATION TO EXISTING %moo HEADER. * 1 /4' sc, ws c. iv 1 1/2' W HEADED ALTEFMATED w/ STUD T VIOUGHOUT. * Cont g I 7/6 • x 3/32" WING NUT • EVERY MID OR M. B. • 6 1/2' O. C. I = 1 jr v �IIU I G=� Ma 7/8' x 3/32' 'xtd0 NIJT 0 EVERY STUD OR M. 8. • 6 1/7 0. C. t' x 4' x 1/r ( MINIMUM) 6063 - Mum. TUBE (Cont.) Cont • ALTERNATE USE OF BRASS BUSHINGS INSTEAD OF LAG SCREWS FOR wAj, MOUNTING INSTALLATIONS, USE (2) 3/8' • x 3/4" LONG BRASS BUSHING W/ 1/4' 4-20 x 3" LONG S. S. SCREW • EACH s do (FOR BOTTOM INSTALLATION) AND W/ 1/4' 4-20 x 2' S. S. SCREW 0 6 1/2' 0. C. (FOR TOP INSTALLATION) EIJSHINC SHALL BE ENTIRELY EMBEDDED INTO W000 HEADER OR STUD. MAXIMUM PANEL SPAN FOR WALL MOUNTING INSTALLATIONS W/ BUSHINGS IN TENSION SHALL EWE BUSH I0 z 4 L,0.0 20 BRAS S S. S. SCREW • 6 1/r 0. C. NOTE PANEL ID CAN ALTERNATIVELY BE ATTACHED TO WALL w/ TRAMS., BLIT USING 1,4' - x212 S. S. SCREW 00 6 1/2' 0. C.w / /8' x 3/4 LANG BRASS BUSHNG. (2) , /t • ■ 4" LAG SCREWS 0 EACH [ 1 STUD (ItDW1OTH OF 511X0) 6110 w/ Uin. PcNETRAnoN INTO cosmic STUD. * ,u • MIDWIDTH OF PLATE WALL. MOUNTING INSTALLATION - SECTION 18 IL ECO I NC . T1LLR TESTING & E?NGINEER*1Q COMPANY 8.113 kW. 76•. sx. sa. 217. %ROM G' Ofs. 11. 37166 Pow.. • (=WI raw • (3115)67I -1571 WALTER A nun- Jr. P MIK 'RI 14 �IIIIIIIIIIIII11111;�111 - W •1 0. D 0 0 0 0 WOOD HEADER REQUIRED EDGE CF EXISTING WINDOW OR S. G. D. SEE SCHEDULE FOR MM. NOTES: APPUCABLE ONLY TO INSTALLATIONS AT WOOD FRAME BUILDINGS. 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS OR EQUAL THAN 23 FEET. AN0 FOR PANEL'S SPANS AS PER SCHEDULE ON SHEET 3 OF 5. 2. NEW 2' x 6 P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY w?TH 19 1L M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTTONt *000 MEMBERS TO BE SOUTHERN PINE N' 2. w/ SPECIFIC OENSTTY OF 0.55 OR EOUN- I. 14 10 3/4' S. L4. 5.6"0.0. WALL MOUNTING INSTALLATION (OFFSET) - SECTION 2 ALL BROWARD HURRICANE PANEL CO 450 W TT MCNAD ROAD FORT LAUDE ROALE. FLORIDA 33300 sesmores en I 1/4' • x r LONG LAG SCREWS 0 6' 0. C. ' W/ 1 1/2' kin. PENETRATION TD COSTING WOOD HEADER.* STORM PANEL w1 14/28/431 Cont. 1/6 0 -20 5. S. BOLTS 0 12' O. C. W/ NIJT ! WASHER. 7/8' x 3/32' WING NUT 0 EVERY STUD OR M. 8.06 1/2' O. C. SEPARATION) Typ. 7/8' x 3/32' WHO NUT 0 EVERY STUD OR M. 8. • 6 1/2' 0. C. tin. 1/e 0-20 S. 5. 901T5 • 12' 0. C.W / NUT & MASHER. 1' x 4' x 1/r (MINIMUM) 6063 -13 Nun. TUBE (Cont) (2) 1/4' • x 6 LAG SCREWS 0 EA01 STUD (MOOWEI H OF TWO) ASO w/ 2' Min. PENETRATION NM Ext5T1NG STUD.* APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF rl 111/61 A T qQ5 BY DUCT CONTROL 'IV!SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - OSQI. O3 utu • DADE COUNTY SCALE 3/29/95 DATE 95 - 72 ORAW067 Mn MAXIMUM DESIGN LOAD W (p.s.f.) Max. PANEL SPAN L (ft) MINIMUM SEPARATION TO GLASS APPUCABLE TO SECTIONS # (SEE SHEETS 2 do 3 _OE S) -- +90.0. -90.0 103' -90.0 2 3/8" 1, 1A, W/ 0. M. TOP/ BOTTOM, 18. IC, do 3 +90.0, -90.0 98" 1, 18. IC. 2 1 2 3/8• 2 +77.0, -77.0 103 6 1/2' 0. C. 6 2 3/111" 1 A W/ ©O TOP & 0. M. 3 BOTTOM MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM ANCHOR SPACING APPUCASLE TO SECTIONS # (SEE SHEETS 2 & 3 OF 5) TO CONCRETE TO C. 8. S. +90.0. -90.0 8'0.C. 8. O. C. S.0. C. 6' O. C. 1, 18. IC. 2 *90.0, -90.0 6 1/2' 0. C. 6 1/2" 0. C. 6 1/2' 0. C. 6 1/T 0. C. 1A W/ 0. M. TOP do BOTTOM +77.0. -77.0 8" 0. C. 11 0. C. 6 1/2'. 0. C. 6 1 /2" 0. C. 1A W/.0 0 TOP & D. M. 0 BOTTOM • • POURED CONCRETE OR CONCRETE BLOCK YNLL REDURED 1.000' M. OVET4 IP CONCRETE ANCHORS 012' 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL 1• RECUIRED POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE ANCHORS 1/4' • MACHNE BOLT W/ 0 15' 0. C. CONCRETE BLOCK WALL (sEE SCHEDULE) I NUT & WASHER 0 12' 0. C. REOUIRED -2.500' Wm. 2.500' Min. m Cont. EDGE OF GLASS - I OF EXISTING WINDOW OR S. C. D. 1 I•• --SEE SCHEDULE FOR Min. SEPARATION IA POURED CONCRETE OR CONCRETE BLOCK WALL REOURED CONCRETE ANCHO SCHEDULE) RS 1.000• Lin 1' x 2' x .125 TO 2' x 5 x 125' Alum. ANGLE (6063-78 ALLOY) E. D. - EDGE DISTANCE (SEE SCHEDULE) CLOSURE CASE C (PLAN) Min. 1/4" 0 -20 5. 5. BOLTS 0 12' 0. C. W/NUTS & WASHER WALL MOUNTING INSTALLATION (OFFSET) - SECTION 3 7 /8' x 3/32' WING NUT 0 EVERY M. 8. 0 20 5/8 0. C. Max. CLOSURE CASE B (PLAN) SCALE: 3/4' = 1' 7/8' x 3/32' WING NUT 0 EVERY M. 8. 0 205/5 0. C.MOx. 7/8' x 3/32' WNG NUT • EVERY STUD OR M. 8. 0 6 1/2" 0. C. 7/8 x 3/32' WINO NUT 0 EVERY STUD OR 1t. EL •61/2' 0. C. CONCRETE ANcneP.5 1' x 2' x .MS TO 2' x 5' x .055' Cont. mum. ANGLE OR .08P 3105 -H154 SKEET METAL Alum. BEM PLATE. IGN PRESSURE RATING "W' (p.s.f.) AND NG MAXIMUM ANCHOR SPACING SCHEDULE /1i T1LLTT TESTING it ENGINEERING COMPANY 63,! N.w. net. St. Sx► 217. '. M C.N0073. n. 51166 rte. (303)671 -13.36 f..: (303)x71 -1331 WALTER A TIUJT Jr. P. E. FLORIDA (;c. • 44167 E. o. - 21/2' E0. -3 r /2* STORM PANEL ALL BROWARD HURRICANE PANEL CO 450 WQT UCNAB ROAD FORT LAUDERp4LE. FLORIDA 33309 0. M. = DIRECT MOUNTING APPROVED AS COMPLYING WITH DEE SOUTH 1 ORIDA BUILDING CODE CAT sl . IQ QS BY P'; CT CONTROL IVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO25 - O5 D1.6 3 x<SDtr6 •1t DADE COUNTY 3/29/95 DATE SCALE 95 - 72 I DRAWING No- ALTERNATE LEG LOCATION CLOSURE CASE A (PLAN) MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE MAXIMUM DES CORRESPOND! 7/8' x 3/32' WING NUT 0 EVERY M. B. 0 20 5/8' 0. C. Max. .x3x:W'xa. I 11.7x 1 ••Y. .. WT 1•/76/,34 3 I - 1 • • s 3 OF 3 POURED CONCRETE REQUIRED .\ N EDGE OF CLASS OF EXISTINO WINDOW OR S. G. D. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOB( WALL REQUIRED _ CONCRETE IWCKSPS SEE SHE EDGE OF GLASS 1 OF E]OSTING WINDOW OR S. C. 0. I POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED I•(scr I SE WALL MOUNTING INSTALLATION — SECTION 1 0 ANCHOR Cont. N 0 POURED CONCRETE REQUIRED EDGE OF GLASS OF DX STINO WINDOW OR 5. G. 0. POURED CONCRETE OR CONCRETE BLACK PALL REQUIRED 6 1/Y 0. C. 7 /b' x 3/3r YANG NUT 0 EVERY STUD OR M. B. 0 6 1 /r 0. C. CONCRETE ANCHORS (SEE SCHEDULE) SEPAAA c I WALL MOUNTING INSTALLATION — SECTION 1A EDGE OF GLASS OF EXISTING WINDOW OR S. G. 0. NOTE: 1. ALTERNATIVELY. IN CASE THAT HEADER WAS NOT USED. ATTACH PANEL TO WALJ. USING SPECS AS INDICATED FOR BOTTOM CONNECTION DETAIL FOR SECTIONS IA. EDGE OF GLASS T OF EXISTING WINDOW OR S. G. D. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 0 STUD ( sag ANCHORS CONCRETE ANCHORS (SEE SCHEOUtET POURED CONCRETE REQUIRED POURED CONCRETE oR CONCRETE MOCK WAIL REQUIRED r FoR w:,. . CONCRETE ANCHORS (SEE SCHEDULE — EDGE OF GLASS OF EXISTING WINDOW OR S. 0. R 1 POURED CONCRETE OF. CONCRETE BLOCK WALL REQUIRED d cant 0 ANCHOR WALL MOUNTING INSTALLATION — SECTION 1C NOTE: 1. TOP MOUNTING AS ON SECTIONS 1 OR 113. 2 ALTERNATIVELY. IN CASE THAT HEADER WAS NCTT USED, ATTACH PANEL TO wALL U51NG SPECS AS INDICATED FOR BOTTOM CONNECTION OETAri FOR SECTIONS 1C. 81 0 P. CONCRETE OR CONCRETE B. WAU. REQUIRED POURED CONCRETE REQUIRED 0 ANCHOR 0 STUD WALL MOUNTING INSTALLATION — SECTION 18 /1t,HC. TILUT TESTING a ENGINEERING COMPANY 11330 N.w. >ew V. m■ 217. brttl•M G7COfS il. 7715e Am.* (20317+ - 1132. re: : (]05)87, - 1571 WALTER A TIUJT Jr. P. E FLORIDA Uc. { 441 Cont 7/8' x 3/3D WING NUT 0 EVERY STUD OR Cont. ® STUD M. 8. • 6 I/r O. C. POURED CONCRETE REQUIRED 7/8' + 3/32 WING \\ \ \ \ \'\\ lll \ NUT • EVERY STUD OR M. 8. • 6 1/r o. c. I 1� EDGE OF cLA.SS J , OF EXISTING WINDOW OR S. G. 0. 7 /8• ■ 3/3D WING NUT • EVERY STUD OR M. 8. O 6 1/r 0. 0. CONCRETE REQUIRED I-012 CONCRETE ANCHORS' (SEE SCHEDULE) FOR Mtn SEPARATION - E. 0. I NUT 0 3 EV / EItY STUD OR M. 8.0 61 /r 0. C. E. D. = EDGE DISTANCE (SEE SCHEDULE) STORM PANEL CONCRETE ANCHORS (SEE SCHEDULE) c CEILING AND FLOOR MOUNTING INSTALLATION — SECTION 2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE AUGUST 1905 BY P UCT CONTR DIV!SION BUILDiNG CODE COMPLIANCE OFFICE 5.CCEPT..NCE NO.Q — O5O 1.O ALL BROWARD HURRICANE PANEL CO. 4.5o WCTT M0NA$ ROAD FORT LAUOERDALL FLORJOA 33300 DADE COUNTY SCALE 3/29/95 DATE 95 — 72 ORAWINO !No SHEET 2 or a r 1/4" • x 1• S. S. STUO RNETE13 TO ANGLE OR 1/4- 0 -20 x r S. S. IL 8. W/ HEX NUT 0 6 T /2' o. C. 2D 5/r Max. 2D 5/5 Max. 1 20 9/8 M. 1 20 3/r Mal ZD S /tf Hem ® 2" x 2" ANGLE 1.375" 2.250' • 1.37r SECTION A -A 14.250' 13.003' r 1 221 E I 10 STORM PANEL CONCRETE ANOWTRS (SEE SCHEEUL CONCRETE ANCHORS (SEE SCHEDULE) STORM PANEL ELEVATION t.375 1.375 1/4' • x 1' S. S. STUD - RNETED TO PLATE OR 1/4" 0 -20 x 1' S. S. M. 8. 14.+/ HEX NUT 0 6 1/2* 0. C. 05 2" PLATE /$ L 2.250' DETNL 3 y O T z. z3 1' a.031• iosr .10 7' .094' - .031' .094' -- R.031 (3) .124' .094' f 9O .282* - R.188' .031 .34r 44.9' \ / 45 I1' 2.328 2.452' 20 WALL HEADER (6005 -T5 ALLOY) 1 4.- s. © ANGLE 1.375 R.125' 7.175' 0..900' N R.031 (3) ® HALF STORM PANEL NOTE : SHALL 01',+ aE USED AT END OF PANEL INSTAIJ;,Tt)N (SEE CLOSURE DETAIL ON SHAFT 3 OF 5) .124" DETAIL 3: M. 9. W/ WING NUT THRU PANELS _--•��,, TYPICAL AT OVERLAPS N 90 .2212* R.188' �f ---_- 2.452' 07 KEY HOLE WASHER 3105 -H154 Alum. ALLOY 9. A _. , _ • - 0R - SCE -- OF 77.19043 THE NOME O•ER OR TENANT TINT THE 191 N4 PMI(LS NIL NOT OFFER MITIOCME PROTT>;',TION MESS ILL REINFT]RCNO ROM ARE PROP063 MULLED. 10. SHUTTER taxurrIMIRERS PRODUCT WRONG SHALL. BE PUICEO ON 12E EXPO= SUMAC( of THE CODER FIANCE OF EVERY PM[L ROHN 12' OF TIRE END os SACH PANEL 1/4' S. S. M. B. W/ 7/8 o N1Nc NUT THRU PANELS 0 20 5/Er (VERTICALLY). 2.231' .107' .094 .094 .031' CEILING HEADER •.625' .957' t • Min. .0er GENERAL NOTES: snow PANEL INS Saw o(SGI 0 N ADDDT40ANCE raw THE WE COUNTY. 1094 DrTHON of fl€ SOUTH RORDA BIJIDMG COOS wNO v13DCITT MOWED D 110 I+ ;A IP0PTA C[ FACTOR IS 1.06. R.1 25' COASTAL ZONE MO L WET OADS ETYNED FOR EXPOSURE 'Q FOR 91 T4300 NCS NITTA LEAN ROOF NE3Q 01ER 00 ONLY. AND FOR armor 'C NON axon= FOR ilui4 ROOF HEIGHT COWL OR I.= THAN e0 - P40N COASTAL ZONE 1043 wan CCTERYNW FOR EXPCIS*•E 'C. AS REQ/R(D BY AS1',>E 7 - e6. WIN SECTIOP6 2315 14 R IISPWTMILY Or TX M(MIO•t'D COOS Ftm � � 2. AIL STEEL OENG T iwJi a 1 % 1I .UD�v� T0 TO 0-20. 01.CR/OE D. CLLaNQED SOIL 1 ALL At1A4.464 D010.010115 SHALL BE 5063 -71 NLOY Ui.f33 0114ERMSE NOM. 4. ALL SCAM To BE SWISS 5101 304 OR 311 5M[3. 5. BOLTS TO BC 2024 -14 ALLAI LAI ALLOY. CK'OOQLD 011 STARLESS STLA. wTH 36 1.41 1•N6661 1'R1.D POINT. 6. ANC4N3 S TO WALL S44I4.1. BE AS FOLLOWS (*LESS OTHERWISE 5 (.64 To ammo POURED COFICIE1L• - 1/ ' • • L 1 on 1/4 • • 1 3/4 TAPOON ANSHC 1. AS M4N UPACTO RED M I.T.W. RAi6LT OR - 1/4 • T 7/0' 441. GlX-14 ANG416 A5 WIIUFIYCNRFD BY RE u*.. PLUG COMPANY. PC. 4.1) 1 1 4' UPCON 444014053 944LL MILT BE U$) TON PFSTRIATIa45 I€T0 t71POSED CONCRETE M(1N NO STLOCO OR ANY FI494. USE 1 3/4' TAPCON ANCHORS FOR CASES WHEN STUCCO 13.95 A.2) 7/11' ROAR. CALK -4N ANCHORS SHALL BE ENTRELY EMOEDOED POO THE POURED CONCRETE. NO oaxx&I34T MO STUCCO SHVLL BE PERMED. 0 SCREIM$ um 9641 BC 1 1/7 Lora laaram SMODU1 STUCCO Can A.3) N CASE TNT PRECAST STONE. PRECAST CONCRETE P41403, 1ti11•S13. aR =MAIM Haw BE REACH THE W RE N STRUCTURE URE IMMO CH PME S � 9 ° 64. PC 11/4' NVNW �FDR ANCRO16 IE14fl00 D M A1). ! 7/1f FOR No10R5 YENTIQED M A21 (8) TO cosian coo:soE lux( WALL: - 1/ • 11/ OR 1/4' x 1 3/4' TAA3014 ANO1011 CTU 3. A3 1MNuFARID Bf LT.a. R444Er OR ELCO - 1/4' 0 x 7/5' RAJA CAL4■N ANCHORS AS MMl%AC1%NED 8Y THE RARt. PIED mammy. 10. tomb 11) 10410,61 M 00131400 Or * CIQ 1180 CON 4)0 11.E Emmett BLOCJC 314455. eE 1 1/4'. 82) 7/0• oat. Ot4-04 4440053 94ALL BE ENTORLY EN ®OFD 11470 THE CONCRETE BDOL WRL N 4T D C 0410 511.1CO3 SWILL BE PERLNRW. 1/4' • -=D SCREW'S USED SHALL BE 1 1/2' LONG 161111161 ammo stucco MST., ARO 1' N.Y* FOR WALLS WITH PO STU EL3) N CASE MT MOST STOVE PRECAST �CDO►NOCR OEO ETE PANELS OR ORATNE 3x,11 BE FOUND ON DE DoSTNO SUCH PME0S. N40HORAGE 54644. BE 1/4' UNMAN FOR 40:11011S Mamma N 8.1 �1N0 7 /EF FOR ANCHORS 4IN10(0 N a2). (C) maims 9175E BE MULLED ?0U. I0 ALL. OF 1)E ECHELONS AJO SPDCIFlCA71016 OF DE ANCI0*'$ LW4lFACl1 2. AF4C340MQ 10 11000 PANE BU1DN05 NOT COVERED ON 1H6 Comm S HALL ERE 040Iwi ON A J08 87*0BBASIL 7. R SHALL PE THE arsroossurr OF )E COHIAAC1CR TO wary THE SOUIONESS Or THE STRUCTURE youtE SMJITER 6 W 8E ATTAOED 10 INSURE PROPER ANCHOINCE R.124' (3) 1 1 1-.053- 1 • -.094' 11? F MW"Mw I A I ▪ .1873" DETAIL 1: 1/4" 0 x 1' S. S. STUD W/ WING NUT 1. (0) 8. STOW PME3.S CAN ALSO BE 1IOUNTED NORTZDNIALLY 1:9110 INSTIL /4TID4 DETAILS As SHONE ON =MI6 >A w/ OR= oQW(TPC EADI OW OR SEITE3N6 id 10 ! 3. STICUER SHALL MO AS FO1LOWS 8PPEO _ TORT DADE COUNTY UILA .. APPRO. 88 DETAIL 2: . 1/4" 0 -20 x 1 S. S. M. B. W/ HEX NUT de WING NUT APPROVED AS COMPLYING W TH THE SOUTH FLORIDA BUILDING CODE DAT _ T A� OOUCT CONTROL DIV!S;ON BUILDING CODE COMPLIANCE OFFICE ?CCEPTANCE NO. Q � IL ECO INC. TIL11T TESTING ! ENGINEERING COMPANY 1313 KR 3101 SL AA 217. MGM" 041000. N. 33166 Room (363471 -1130 Fa (306)171 - 1131 WALTER A 1,LLIr Jr. P. E FLORIDA Lic. 44167 STORM PANEL ALL BROWARD HURRICANE PANEL CO 450 WEST MO4AA ROAD FORT LAUDERDALE. FLORIDA 33309 4x1' 40 •OC4 -�O LAST 4/76/11 1 OUT 5•v... • SCALE 3/29/95 DATE 95 - 72 DRAWINO No DADE COUNTY