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PANELSi (PERP. TO PANEL SPAN) TYP. SECTION a a a I I 0 101.14P. 0 = ua331g1 g 0,42 I OR MI - _ _- = I 1 t a c 1 0 J N 0 N 06r ITYP3t 0 ei .125 TYP. O ANGLE SCALE : 3" . 1•-0 1E- I TYP I 01/05/99 18:11 5.00' MAX. .12S" TYP. 2.00" 1 ANGLE SCALE : 3" = 1• -0" 2.118" MOTH UNLIMITED IPERP. TO PANEL SPAN) TYP. SECTION Y A 1 TYPICAL ELEVATION -TYPE 1 FASTENER p U" QC. FOR DESIGN LOADS LESS THAN OR EQUAL TO I18 P.S.F. ANO et" o.CJOR DESIGN LOAD GREATER THAN 110 82IF.F. EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING FULL PANEL IG = .307" 1 .666" (TYPI HORIZONTAL _____1 LEG OPTIONAL. ALT. LEG 2.000" DIRECTION O SCALE : 3" • 1 SPRING LOCKING OPTIONAL ANGLE O 10 -a CUP (1" WIDE) JIOJE+ IF BAR IF BAR 1.110" 12.00' COVERAGE 13.00' 13.50" I . 2.00" O STUDDED ANGLE SCALE : 3" • 1• -0" - TOP MOUNT PIECE ®. ; 0 O ® PLAN VIEW 1 re - 1/4 -20 x 3 -1/2" SDEWALK BOLTS W/ OIE CAST ALUM. WASHERED WINGNUTS FASTENED AT OVERLAPS. (SEE PLAN VIEW AND NOTE 0) OPTIONAL O rxrx16GA. STEEL BAR (SEE PLAN VIEW & NOTE 1 & 8) BOTTOM MOUNT PIECE © OR 7O (OUTSIOEI / 2.110• OVERLAP FASTENERS TYP. (SEE NOTE 0 81 STORM PANEL 0 SCALE : 3" . 1• -0" Res" (INSIDE! �-- ALUM. ANGLE CLOSURE PIECE: rx2"x .055 "MIN.TO rxs' x .055 "MAX. r PROOUCT MARKING LOCATION O w I u b J z 0. o 0 1- N N 1 LO to TYP .125" TYP. V4 -20 MACHINE SCREW STUD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 1/4" MAX. ONE HALF PANEL PER OPENING MAY BE USED AS REQUIREO TO COVER OPENING. HALF PANEL (ZAMAC 3 ALLOY) O WASHERED WINGNUT SCALE + HALF SIZE .062" (TWO PER HOLE) SCALE : 3" . 1' -0" WIDTH UNLIMITED TYPICAL ELEVATION -TYPE II 1/4' MAX. EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING MOUNT CE®OR0 DIRECT MOUNT -2 0x3 -1/2" 1M ALK BOLTS DI CAST ALUM. . HERED WINGNUTS TENE AT OVERLAPS. PLAN VIEW AND E 8) IONAL 0 r x16GA. EL BAR (SEE N VIEW & E1 &8) TTOM MOUNT PIECE ® 7® OR DIRECT MOUNT IS NOT USED. TABLE 2 "NO BAR W/ BOLTS" IS APPLICABLE FOR SEPARATION FROM GLASS IS USED. TABLE 2 'VAR W/ BOLTS" IS APPLICABLE FOR SEPARATION FROM GLASS 11 (OUTSIDE) LOO (NSIOE) PLAN VIEW / CLOSURE DETAILS SCALE: 1 -1/2" • 1' -0" 1a SILL TRACK (W/ 1/6" x 1 -5/8" SLOT AT 6" O.C.) SCALE + 3" . 1 -0" t (PERP. TO PANEL SPAN) 12" (TYP 1 UNL ESS CLbSER SPACING RIG. FOR DIRECT MOUNT WIDTH UNLIMITED 11 FULL PANEL STORM PANEL SCALE : 3" . 1 - 0" SEE GENERAL NOTE $12 ON SHEET 1 OF 8. TYPICAL ELEVATION -TYPE 111 1/2" OVERLAP 1g 1.00" STEEL BAR HALF SIZE TOP MOUNT PIECE ©OR0 OR DIRECT MOUNT BOTTOM MOUNT PIECE © OR OR DIRECT MOUNT (NO BOLTS AT PANEL OVERLAPS OR BAR ARE REQUIRED) 11 Yxrx16GASTEEL (OUTSIDE) / TUBE. TYP. (OPTIONAL.) SEE f J NOTE 1 F. TYPICAL ELEVATION (INSIDE) /// ALUM. ANGLE CLOSURE PIECE:/ 1"x2"x.12S / 2"x5 "x.125 "MAX. --' r PRODUCT MARKING LOCATION 16 GA. GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED-AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE 5052 -H32 ALUMINUM ALLOY. 0.063•' THICK. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: HURST AWNING CO.. INC. MIAMI, R DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 7. TYPE I & TYPE II PANELS. OPTIONAL 1" x 1" x 16 GA STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30' ABOVE THE GRADE, PROVIDED THAT THE PANEL SPANS USED ARE 101•' OR LESS, THAT DESIGN LOADS AREBELOW 272 PSF AND THAT THE SEPARATION FROM GLASS 15 1 -7/8" OR MORE BUT LESS THAN 2.5 ". 8. TYPE I & 11 PANELS SHALL BE FASTENED AT PANEL OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1•' BOLTS W/ DIE CAST ALUM. WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION). FOR TYPE I OR II PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBULAR BAR ARE NOT REQUIRED NO STEEL BAR OR OVERLAP FASTENERS ARE REQUIRED FOR INSTALLATION TYPE III. (SEE TYPICAL ELEVATION TYPE III). TYPE I & II PANELS UTILIZING A STEEL BAR SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A 1" x 1'• x 16 GAGE STEEL BAR USING 1/4 -20 x 3 -1/2•' BOLTS W/ DIE CAST ALUM. WASHERED WINGNUTS OR JACKNUTS. (SEE TYP. ELEVATION). 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202 AND 203. 10.DESIGN IS BASED ON HURRICANE ENGINEERING TESTING INCORPORATED (HETI) TEST REPORTS No. 94 -2928 AND No. 94 -395B, CONSTRUCTION RESEARCH LABORATORY (CRL) TEST REPORT No. S1021C. CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No. 95 -022, 95 -031 AND 96 -007R & 98 -043. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. ADDITIONAL WARNING LABEL SHALL BE PLACED WHEN SPRING LOCKING CLIPS ARE USED STATING THAT TWO SPRING LOCKING ARE REQUIRED PER HOLE. 12. WHEN PANEL 1 IS USED, 6 -1/4" AND 12 -1/2" 0.C. SHALL BE USED IN ALL DETAIL SS IN THESE DRAWINGS IN LIEU OF 6" AND 12'•.BUT FASTENER SPACING SHALL NOT EXCEED THAT SHOWN IN ANCHOR. SCHEDULE ON PAGES 6, 7 & 8 OF 8. EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING O "h" HEADER O SCALE : 3" • 1• -0" "U" HEADER SCALE : 3" . 1' -0" APPROVED AS 1 "VV. FASTENER .12" COMPLYING 0.C. FOR DESIGN LOADS WNW 18 , LESS THAN OR EQUAL TO 110 P.S.F. SOUTH FL I ; IDA BUILDING CODE `•1 AND R r O.C. FOR DESIGN LOAD GREATER THAN 110 P.S.F. DAT C. L...�.d BY PRODUCT CONTR.' DIVES BUILDING CODE COMPLIANCE Cf ACCEPTANCE NO. �' 6 A R .230" U z 03 e- W F 1. I - 4C 0 O& 10 • 10 t ad 0 di 1 W z N C 0 M 0 L drawing, no. 98-217 of design by l(chock.d by) vwc Jt VAC (VERTICAL OR HORIZONTAL) (VERTICAL OR HORIZONTAL) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTUREI /11 /was 16:12 SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 0) GLASS OR DOOR 9 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE 1 " ANCHOR SCHED. BASED ON TYPE OF STRUCTUREI GLASS OR DOOR SEE MIN. SEPARATION N llllLlll FROM GLASS SCHEDULE (SHEET 5 OF 81 ANGLE TO WALL DETAIL ANGLE TO WALL DETAIL FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYRE 2• 4 ONT. FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION "'NM O WALL MOUNT SECTION SCALE + 3" . 1' -0" W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION "TYPE r O WALL MOUNT SECTION SCALE • 3" • 1' -0" tl PANEL TO ANGLE DETAIL FASTENER, SEE ANCHOR ` 1/4-20 MACHINE SCREW SCHEDULE. REFERENCE STUD & WINGNUT p 6' O.C. CONNECTION 'TYPE 1" FOR TYPE 1 L 11 AND p 12" 0.C. FOR TYPE III. PANEL TO [ANGLE DETAIL 1/4" MAX. 1/4 -20 MACHINE SCREW STUD & WINONUT p 6" O.C. FOR TYPE I & 0 AND • 12" Q.C. FOR TYPE IL. 1/4' MAX. '— — GLASS OR DOOR - -• FASTENER, SEE ANCHOR SCHEDULE. REFERENCE 1 - EDGE GIST. CONNECTION 'TYPE 6' — * EXISTING CONCRETE. HOLLOW BLOCK OR I/ / / / WOOD FRAMING (SEE • /.% ANCHOR SCHED. BASED EMBED. ' /' / • . / " / r ON TYPE OF STRUCTUREI SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF B) GLASS OR DOOR --"" ®CONT. "4,-1/ CEIUNG/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" SEE MIN SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 0) ti JlOTE1 THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE. USE OF THIS DETAIL t5 LIMITED TO s 12 PSF. WALL MOUNT SECTION O SCALE , 3" • 1' -0 EDGE GIST. Z; o! • Wi J. JI W: <. X S I ®CONT. 1/4 -20 MACHINE SCREW STUD & WINGNUT p 6" 0.C. FOR TYPE 1 L 11 AND p 12" O.C. FOR TYPE 111 FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 5• EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) � — r 1/4" MAX. W X I a F E W u V kg • JI J W ` 2 .4 a; E X: o E a N 4. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTUREI GLASS OR DOOR '- 1/4 "• x 1-5/4" S.S. LAG — 1 /i -20 MACHINE SCREW • 12" O.C. w/ 1 -1 /2' STUD t WINGNUT • 6" 0.C. \ PE INTO W000 FOR TYPE 1 t 0 AND p 12" O.C. FOR TYPE 111 2 - I/4 "• x 4 -1/2" S.S. LAG SCREW 24' O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2 x 6" P.T. WOOD CONT. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE, HOLLOW BLO OR W000 PRA (SEE ANCHOR S BASED ON TYPE OF STRUCTUREI 0 a SEE MN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 0) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EMBED. (TYP.) GLASS OR DOOR p .: 0 _N W SCALE : 3' = 1' -0" EMBED. (TYP.) (DIRECT MOUNT) 4 .t In SEE MIN. SEPARATION ✓ FROM GLASS SCHEDULE (SHEET 5 OF 0) ®CONT. O CONT. ITYP. TOP & BOTTOM FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION TYPE 4" r FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'PPE 1" TYP. TOP & BOTTOM. USE REMOVABLE FASTENERS 0 6 - O.C. MAX. FOR TYPE 1 & 8 OR 012" O.C. MAX. FOR TYPE 111 (00 NOT USE WHERE ANCHOR SCHEDULE SPACING I5 LESS THAN 6" O.C.) . SIDE CLOSURE REO'0. (SEE PLAN VIEW) © BUILD -OUT MOUNT SECTION SCALE : 3" = V -0" WALL MOUNT SECTION — FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPED' 1/4 -20 MACHINE BOLT & NUT 0 12" 0.C. STAGGERED (TYP, TOP & BOTTOM) 1 /4" MAX. APPROVED AS COMPLYING WRN pr SOUTH FLN IDA BUILDING CODE ' 4 DAT f 11 - l BY .RP PRODUCT CON Ot Oi, BUILDING CODE C MP ACCEPTANCE HO. gJ d d. 0 2- 1/4 -20 MACHINE SCREW STUD L WINONUT p 6" O.C. FOR TYPE 1 & 11 AND 0 12" O.C. FOR TYPE I11. M C l7 N V Z K a O cc w 00 . a n o a IA Q o E -' ,-n _ i LL 1 X y � W r X O re _ •• 0 in > < o i 1 1 Z Y 0 IAJ O Z • F Y • < • E O u Z to W 1- < u 0 IA u N W Z 0 P I- ]: 1.7 cc } 0I O u Idss10n by VP( (chscksd bye INK drawing no. 98 -217 I shoot 2 of 0 GLASS OR DOOR ()CONT. IT TOP L BOTTOM EXISTING CONCRETE, HOLLOW BLOCK OR MI WOOD FRANG (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. 24' O.C. MAX CONT. 4" x .250" ALUM. PLATE OVER W000 MEMBERS JP Ot 05/99 16:12 FROM GLASS SCHED. (SHEET 5 OF 6) G CONT. 1/4 -20 MACHINE BOLT L NUT 012 "O.C. -- I-, 2 - 04i Zly I k W Z< • E O U YP. I" L a I \ III ; W I" / I p / �,/ - 1/4 -20 MACHINE SCREW STUD M L WINGNUT 6" FOR TYPE 1 L II I L ab 12" O.C. FOR TYPE 111. EMBED," I SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 81 SEE MIN. SEPARATION FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION .TYPE 4' x SIOE CLOSURE REO'O. ISEE PLAN VIEW) JNQTES: - THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. - HEADERS o2 L CANNOT 8E USED IN COMBINATION W 3 H THIS DETAIL. O G ALT. BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" IMAX. DESIGN LOAD = 72 PSF) 014 SMS BETWEEN TRUSSES el 12" O.C. 00 O K SOFFIT CONNECTION DETAIL SCALE : 3" . i' -0" { 1-1/2' { 1 -1/2" 1-1 \ WOOD ROOF TRUSS I OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL STUCCO FINISH OR PLYWOOD SOFFIT / SEE 1114. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 8) 1/4" MAX. SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 Of e) 3/4" PLYWOOD EXISTING CONCRETE. \ HOLLOW BLOCK OR WOOD FRAMING ISEE \ ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE) --' EMBED. (TYP p:a W. ►"— 00 - EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTUREI - FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 2 Q NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT O SCALE : 3" = 1' -0" GLASS OR DOOR J ALUM. STUD ANGLE <I 0. ®2"x2"x.125" 2" x 4 x 1/8' CONT. ALUM. TUBE 16063 -T6) J J I r = u z J W J Z W < ®° LL I p E IN ifI 1- 0 J Tat- 1/2 "10 TMRU BOLT 0 12" O.C. 111110+-- 1/4 "111 POWERS RAWL CALK -IN g! 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW 0 24" O.C. W/ 1 -1/2" MIN. EMB. IN W000 W000 SHALL BE OF SPECIFIC GRAVITY "0" OF 0.55 OR GREATER •—© 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 • (MAX. DESIGN LOAD s 72 P51) O "PASS THRU" DETAIL N SCALE : 3" • 1' -0" 1/4 -20 MACHINE BOLT • L WINGNUT f 6" FOR TYPE 1 & 11 L LID 12" 0.C. FOR TYPE III. X � <' ,"- MAX. 1/8" TILE E � I FINISH MATERIAL 1/4 "0 POWERS RAWL CALK -IN p 7" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW • 12" 0.C. W/ 1 -1/2" MIN. tMB. 114 WOOD. W000 SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 1/4 -20 5.5. BOLT L WINGNUT a PANEL MIOSPAN OR a Sr O.C. MAX. (TYP) MIN. 2" x 2" x .125" CONT. 6063 -T6 AL. ALLOY OR 18 GAGE GALV STEEL ANGLE 0 STORM PA 06 © 2" x 2" x .125" ALUM. STUD ANGLE - -� TWO -3/16" ALUM. POP RIVETS l 12" O.C. EXISTING CONCRETE - O1 U STORM PANEL O CORNER DETAIL SCALE : 3" = 1' -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 8) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING ISEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) T 1/4 "0 POWERS RAWL CALK -IN 5 -3/4" O.C. W/ 7/8' MIN. EMB. IN CONC. W/ 1/4 -20 MACHINE SCREW -J WIT: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 12 PSF) EDGE MOUNT DETAIL SCALE : 3" . 1' -0" DA (� 0 2 "x3"x1 /8 "OR r 2" x 5" x 1/8" 6063 -T6 f ! ALUM. ANGLE -OS 2" x 3" x 1/8" TO 2 "x5 "x1/6" 1 6063 -T6 ALUM. ANGLE W/ 1/4 "O STUD 0 12" 0.C. W O u u p I J CC W n l 2: 3 0= r W (1/ O. } W r -- ()TWO SPRING LOCKING CLIPS PER HOLE P 6" O.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPES' EMBEO Q ALT. WALL MOUNT W/ SPRING CLIP (SILL ONLY) SCALE: 3" = 1 -0" NOTE: PANEL LBIGTH SHALL 8E UNITED TO TABLE 1 TYPE 61 APPROYEQ AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE /? BY PRODUCT CONT B UILDING CODE a COW .CE OFFICE ACCEPTANCE .1024.02. D -. .1 U 2 Y a 0 a a Iu FL Lit PE 00 in < 0 a O LL a 17 2 Fr 0. a E E W OC 0 4 2 W SC AS more() r a en IA en O o IL 0 0 0 0 N 1- J to W J 0 0 0 Q 1- LL E E 4 = 4 1r V annISINIVESIMIO If V.J. KNEZEY PROFESSIONAL . ER 51999 ot/301..) (drawn by 98-21 7 1 drawing no. sheet 3 et II Mc chacka0 bye VJK ® 2" x 2"x .125' ALUM. STUD ANGLE 01 05 99 16:12 G " x5'x1/8" CONT. ANGLE 6061 -16 ALUM. W/ 1/4 "0 STUD 0 12" O.C. NODE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) O EDGE MOUNT DETAIL P SCALE : 3" = 1' -0" 2" x 2" x .055" 6063 -T6 CONT. ALUM. TUBE I -EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED. BASED ON TYPE Of STRUCTURE! 06 © 2^ x 2" x .12S" STUDDED ANGLE 1/4 -20 MACHINE SCREW 0 6" 0.C. 1/4 - 0 POWERS RAWL CALK -IN W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK NA 6" O.C. 910TE! THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD s 72 PSF) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 5/16" 0 POWERS RAWL CALK -IN 6" 0.C. W/ r MIN. EMBED. INTO CONC. 011 HOLLOW BLOCK W/ 5/16 -18 MACHINE SCREW 0 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" • 1' -0' a 2 1/2" MIN. 1/4 "0 POWERS RAWL CALK 7 /8" MIN. EMBED. & 0 11" O.C. IN CONC. OR A 7" O.C. IN HOLLOW BLOCK WITH 1/4 -20 MACHINE SCREW 1/4 "0 MACHINE BOLT go 12' O.C. © 2' x 5" x 1 /B' 1 6063 -T6 ANGLE 1/4' MAX (MAX. DESIGN LOAD c 72 PSF) ANGLE TO "U" HEADER O BUILD -OUT SCALE : 3" • 1' -0" CU© 2" x 2' x .125" STUDDED ANGLE 1/4 -20 MACHINE SCREW STUD & WINONUT g. 6" O.C. FOR TYPE 1 & 0 EXISTING CONCRETE. HOLLOW BLOCK OR / W000 FRAMING (SEE / ANCHOR SCHED. BASED i ON TYPE OF STRUCTURE) O SCALE : 3" • 1' -0" in EMBED. TWO - 5/14 "0 POWERS RAWL CALK -IN l 3 -1/8" O.C. W/ r MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4' MIN. EDGE GIST. W/ 5/16 -18 MACHINE SCREW , 2" x 2 "x .125" STUDDED ANGLE —i TWO -2" x 5" x 1/8" 6063 -T6 ALUM. ANGLE 2 "x2 "x1/8" STUDDED ANGLE 2" 3'x1/4 "x0' -6" 6063 -16 ALUM. ANGLE (TYP. TOP & BOTTOM) TWO- 1/4 -20 MACHINE SCREWS ALT. LEG DIRECTION 110T%. T1415 DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD s 72 PSF) STORM PANEL SUPPORT BEAM (MAX. DESIGN LOAD c 72 PSF) T O ASSEMBLY MOUNT SCALE : 3" . 1• -0" *12 SM5 0 12" 0.C. 06- 1/4 -20 MACHINE SCREW STUD W/ WING NUT lye 6" O.C. TO PANEL ANGLE CONNECTION STUDDED STORM PANEL 1/4 -20 MACHINE SCREW STUO W/ NUT 0 6' O.C. ANGLE TO ANGLE CONNECTION THREE -1/4"0 POWERS RAWL CALK -IN 0 4" O.C. W/ 7/8' MIN. EMBED. IN CONC. W/ 1/4 -20 MACHINE SCREW 2" x 7 "x 9' -7" MAX. Tt.0.13 ". Tw ■0.055" 6063 -T6 ALUM. LAP BEAM 1/4 - 0 THRU BOLT (P 12" O.C. ANGLE TO ANGLE CONNECTION 1/4'0 POWERS RAWL CALK -IN 0 11" O.C. W/ 7/8' MIN. EMBED. INTO CONCRETE W/ 1/4 -20 MACHINE SCREW -, am SCALE: N.T.S. IMAX. DESIGN LOAD s 72 PSF) SCALE : 3" • 1' -0" 6 2" mid* 1 /8' 6063 -16 ANGLE 13' 1/4" -20 STUD THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 6" INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1/2" • 1' -0" BY ®2 "x2 "x.125' STUDDED ANGLE 3/8'• HOLE FOR FASTENING PANEL - 2" x 2' ALUM. STUO ANGLE N L r— 1/4 - 20 MACHINE SCREW STUD W/ NUT (! 6" 0.C. TWO -1/4 "0 DROP -IN 1 ANCHOR 7" O.C. W/ 1 MIN. EMBED. I IN CONC. INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2' • 1' -0" PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR FASTENING DETAIL (USE WITH DETAIL OT ) 7 L- 1/4 -20 MACHINE SCREW STUD & WINGNUT 0 6" O.C. FOR TYPE 1 & 0 ® 2" x 2' x.125" j STUD ANGLE APPROVED AS COMPLYING WITH SOUTH FLORIDA BUILDING 90DE • '1 DAT PRODUCT CONT i DIV!S ON BUILDING CODE COMPLIANCE 9FFICEI ACCEPTANCE NO. _ ft'10 `� a • O2 STORM PANEL BUILD -OUT rn 0 N O Z 0 0 a sc 0 e drawing 00. 1 98 -217 I soma 4 of 6 111 NOTES: as Jft.II 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITIONS IN FIELD. 3. SEE NOTE No. 12 ON PAGE 1 OF 8. a • APPROVED AG COMPLYING NM n SOUTH FLORIDA BUILDING CODE DA BY girl PRODUCT CO 01 01V!S;0N BUILDING COfF COMPi. ',r VICE ACCEPTAt1CF NO. g8' jo 2 4. 02 NOTES: 1 . ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM PANEL SEPARATION FROM GLASS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. 3. " N/A " DESIGNATES NOT APPLICABLE - MUST MEET "NO BAR" REQUIREMENTS. 1 !d O m a M a r O ° CO a H 1- 0 a W S Zia o 1 . O W m a O coc m < • E - IA a �� ad W • > m a P LL K - m �' a IIJ W N N r x m to 0 in z E� Y 71 L U z 0 P. • O a N 2, V.J. KIC PROFESSION FL Lic Na PE 3 drawing no. 1 98 -217 Shoot s of • (drown by ( NC (chocked bye [chocked COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. revisions MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE POSITIVE • DESIGN LOAD (WI (PSF) MAX. PANEL LENGTH (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) r BAR & BOLTS NO BAR W/ BOLTS NO BAR NO BOLTS NO BAR & NO BOLTS 40.0 5- 8 1 -7/8 2 -1/2 2 -1/2 1 -3/8 40.0 8- 5 1 -7/8 . 2 -1/2 2 -1/2 1 -7/8 40.Q 8- 8 N/A 2 -3/4 2 -1/2 1 -7/8 40.0 11 - 0 N/A 3 _ 3 -3/8 3 50.0 5- 8 1 -7/8 _ 2 -1/2 2 -1/2 1 -3/8 50.0 8- 5 2 2 -1/2 2 -1/2 2 50.0 8- 8 N/A 2 -3/4 2 -1/2 2 50.0 -�_ 10 - 0 _ - -- N /A'' 3 3 -3/8 3 60.0 5- 8 17/8 2 -1/2 - 2 -1/2 - - 1 -1/2 60.0 8- 5 2 2 -1/2 2 -1/2 2 -1/8 60.0 8- 8 N/A 2 -3/4 2 -1/2 2 -1/4 60.0 9 - 11 N/A 3 3 -3/8 3 70.0 5- 8 1 -7/8 2 -1/2 2 -1/2 1 -1/2 70.0 8- 5 2 -1/4 2 -1/2 2 -1/2 2 -1/4 70.0 8- 8 N/A 2 -3/4 2 -1/2 2 -3/8 70.0 9- 7 N/A 3 3 -3/8 3 80.0 5- 8 N/A 2 -1/2 2 -1/2 1 -1/2 80.0 8- 5 N/A 2 -1/2 2 -1/2 2 -1/2 80.0 8- 8 N/A 2 -3/4 2 -1/2 2 -5/8 80.0 9- 3 N/A 3 3 -3/8 3 90.0 4- 0 N/A 2 -1/2 4 2 -1/2 1 -1/4 90.0 8- 5 N/A 2 -5/8 2 -5/8 2 -5/8 90.0 8- 8 N/A 2 -3/4 2 -3/4 2 -3/4 90.0 9- 0 N/A 3 3 -3/8 3 100.0 4- 0 N/A 2 -1/2 2 -1/2 1 -1/4 100.0 8- 5 N/A 2 -3/4 2 -3/4 2 -3/4 100.0 8- 8 N/A 2 -7/8 2 -7/8 2 -7/8 100.0 8 - 9 N/A - 3 , - 2 -1/2 3 -3/8 2 -1/2 -- 110.0 - 4- 0 - N/A - - - - - - - 1 -3/8 110.0 6- 0 N/A 2 -1/2 2 -1/2 1 -5/8 110.0 8- 5 N/A 2 -7/8 2 -7/8 2 -7/8 110.0 8 -7 N/A 3 3 3 120.0 3- 0 • N/A 2 -1/2 2 -1/2 1 -1/4 120.0 5- 0 N/A 2 -1/2 2 -1/2 ,- 1 -1/2 120.0 8 - 4 N/A 3 3 3 111 NOTES: as Jft.II 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITIONS IN FIELD. 3. SEE NOTE No. 12 ON PAGE 1 OF 8. a • APPROVED AG COMPLYING NM n SOUTH FLORIDA BUILDING CODE DA BY girl PRODUCT CO 01 01V!S;0N BUILDING COfF COMPi. ',r VICE ACCEPTAt1CF NO. g8' jo 2 4. 02 NOTES: 1 . ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM PANEL SEPARATION FROM GLASS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. 3. " N/A " DESIGNATES NOT APPLICABLE - MUST MEET "NO BAR" REQUIREMENTS. 1 !d O m a M a r O ° CO a H 1- 0 a W S Zia o 1 . O W m a O coc m < • E - IA a �� ad W • > m a P LL K - m �' a IIJ W N N r x m to 0 in z E� Y 71 L U z 0 P. • O a N 2, V.J. KIC PROFESSION FL Lic Na PE 3 drawing no. 1 98 -217 Shoot s of • (drown by ( NC (chocked bye [chocked COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. revisions STORM PANEL 1® & @ SCHEDULE NEGATIVE DESIGN LOAD (W) (PSF) TYPE 1 TYPE 11 TYPE 111 FOR ALL MOUNTING CONDITIONS AT TOP (STUDS (ul 6" 0.C. OR 6 -1/4" 0.C. FOR "F" TRACK`AND STUD ANGEE.MOUNTS A1FBQTTOM) NE FOR STUD ANGLE MOUNTS OR 'F' TRACK MOUNTS W/ STUDS (la 6" O.C., DIRECT MOUNTS W/ ANCHORS (al 6" 0.C. OR 6 -1/4" O.C. (REQUIRED AT TOP AND BOTTOM) NE FOR STUD ANGLE MOUNTS, "F" TRACK MOUNTS, OR DIRECT MOUNTS © 12" 0.C. OR 12 -1/2" 0.C. * Q ABOVE CONDITIONS TOP & BOTTOM W/ NO SPRING LOCKING CLIP ABOVE CONDITIONS AT TOP & SPRING LOCKING CLIP AT BOTTOM L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) . 40.0 8 -5 10 -8 11 -0 8- 8 50.0 8 -5 10 -5 10 -5 8 -8 60.0 8 -5 9- 11 9- 11 8- 7 70.0 8 -5 9 -7 8 -9 7 -4 75.0 8 -0 9 -5 8 -5 6- 10 80.0 7- 6 9- 3 7 8 6 5 90.0 - 6 -8 9 -0 6- 10 5 -9 100.0 6 -0 8 -9 6 -2 5 -2 110.0 5- 6 8- 7 5- 7 4- 8 120.0 5- 0 8- 4 5- 1 4- 3 130.0 4 -'7 8- 2 4- 9 3- 11 140.0 4 -3 7- 10 ' 4 -4 . 3 -8 150.0 4 -0 7 -4 4- 1 3 -5 160.0 3 -9 6- 11 3- 10 3 -2 110.0 3 -6 6 -6 3 -7 3 -0 180.0 3 -4 6- 1 3 -5 2- 10 '190.0 3 -2 5 -9 3 -3 2-8 '200.0 3 -0 5 -6 3- 1 2 -7 210.0 2- 10 5- 3 2- 11 2- 5 220.0 2- 9 5 -0 2- 9 2- 4 230.0 2 -7 4 -9 2 -8 - 2 -3 111 NOTES: as Jft.II 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITIONS IN FIELD. 3. SEE NOTE No. 12 ON PAGE 1 OF 8. a • APPROVED AG COMPLYING NM n SOUTH FLORIDA BUILDING CODE DA BY girl PRODUCT CO 01 01V!S;0N BUILDING COfF COMPi. ',r VICE ACCEPTAt1CF NO. g8' jo 2 4. 02 NOTES: 1 . ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM PANEL SEPARATION FROM GLASS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. 3. " N/A " DESIGNATES NOT APPLICABLE - MUST MEET "NO BAR" REQUIREMENTS. 1 !d O m a M a r O ° CO a H 1- 0 a W S Zia o 1 . O W m a O coc m < • E - IA a �� ad W • > m a P LL K - m �' a IIJ W N N r x m to 0 in z E� Y 71 L U z 0 P. • O a N 2, V.J. KIC PROFESSION FL Lic Na PE 3 drawing no. 1 98 -217 Shoot s of • (drown by ( NC (chocked bye [chocked COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. revisions FASTENER MAXIMUM ANCHOR SCHEDULE DESIGN LOADS AND SPANS SPACING (INCHES) REQUIRED FOR VARIOUS DOSTINQ STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 3/4" EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 11-0" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 QOOM \II{IIIIflNI{111111U11\ .■• 48.0 12.5 12.5 12.5 12.5 12.512.5 11 12.512.5 9 12.5 7 12312.5 6 62.0 12.512.512.512.5 11 12.5 7 12.512.5 7 12.5 5 12.5125 5 1/4 - 0 W000 LAG SCREW W/ 1 - 3/4" THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 72.0 12.512.512.512.5 10 12.5 5 12.512.5 6 12.5 4 11 8 4 92.0 12.5 9 12.512.5 7 12.5 4 12 9 4 12.5 3 6 5 3 230.0 11 ; /'• 5 4 3 11 % 5 4 3 11 !! . 5 4 3 111\11111111\1111\111111111A 1/4"m WOOD LAG SCREW W/ 1 - 3/4" THREAD PENETRATION (SHEAR PERPENDICULAR TO GRAIN) , 48.0 12.5 • 12.5 A 12.5 12.5 12 12.5 11 12.512.$ 7 12.5 7 12.512.5 5 62:0 12.5 12.5 12.5 12.5 9 12.5 7 12.512.5 5 12.5 5 12.512.5 4 72.0 12.512.5 12.5 12.5 8 12:5 5 12.512.5 4 12.5 4 11 8 3 92.0 12.5 9 12.512.5 6 12.5 4 12 9 3 12.5 3 6 5 230.0 11 / 5 _, 4 ('' 11 //� 5 4 /, 11 r://, 5 4 ,k � ; : , ,,, > 1/4 "e ELCO HALE/ FEMALE "PANELMATE" W/ 1 - 7/0 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NUT 48.0 12.512.512.5 12.5 12.512.5 12 12.512.5 12 12.5 8 12312.5 9 62.0 12.5 12.5 12.5 12.5 12.542.5 8 12.512.5 9 12.5 5 12.512.5 7 72.0 12.512.5 12.5 12.5 12.542.5 6 12.512.5 8 12.5 4 12.5 9 6 92.0 12.5 10 12.5 12.5 10 12.5 4 12.5 10 6 12.5 3 7 6 4 230.0 12.5 3 6 5 4 12.5 3 6 5 4 12.5 3 6 5 4 1. IP Al /05/99 16:14 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SEL�FF c_1� DESIGN LOAD GREATER THAN OR EQUAL TO NE1r rIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHORS WHUCH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT. OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ..�� 1 99 BY PRODUCT CO OL DIVISION BUILDING CODE COMPLIANCE 0 ICE ACCEPTANCE NO. Q, ,p 0 0 ■ m r- 4 a a 0 LL YJ N Q r z CN OW p1 N a o E N E 11 h > In Q ac. LL a z Y o o in E 4 DoE c 0 a 1 a • 1 g s � o • El- 1 sc. • J1t NOTto +d.olgn by VJK (drown by 1 MC (checked bye {checked I drawing no. 98 -217 sheet 6 of • COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. FASTENER MAXIMUM SPACING ANCHOR SCHEDULE - DESIGN LOADS AND 'SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ' ANCHOR: TYPE • LOAD ( WI P S F MAX. (SEE NOTE 1) 2" EDGE DISTANCE 3" EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 CONCRETE ' uditllitlitititltillHlltllH ►> E 1/4 "0 ITW TAPCON W/ 1 - 1/ 4" MIN. EMBEDMENT (Mw. 3,100 Ps.e. CONCRETE) 48.0 12.5 12.5 12.5 12.5 12.5 12.5 7 12.512.5 9 12.5 4 12.512.5 7 2.5 12.5 12.5 12.5 12.5 12.5 7 12.512.5 11 12.5 5 12.512.5 8 62.0 12.5 12 12.512.5 12 12.5 4 12.512.5 7 11 3 11 8 5 12.5 12.5 12.5 12.5 12.5 5 12512.5 8 12.5 3 12.5 9 6 72.0 12.5 8 12.512.5 10 12.5 3 12.5 12 6 10 7 5 4 9 12512.5 12 12.5 4 12.512.5 7 11 f/� 8 6 5 92.0 12.5 5 12.512.5 8 10 NZ 7 5 4 8 a 4 3 3 6 12.512.5 10 11 ■ //,/ 8 6 5 8 ev 4 3 4 2 3 0.0 7 ;2'4 3 l/. 3 7 3/ , ; , 3 7 y 3; i 3 //. 3 3 4 8 ; � / 3 3 4 8 3 3 4 * � ` I = "" "'191' "' 1/4 ". ELCO MALE/ FEMALE "PANELMATE" W/ 1 -114 MIN. EMBEDMENT & 1/4 MACHINE (AAW. 3 P S IT CO NU NCRETE) 48.0 12.512.512.512.5 11 12.5 12.5 12.5 7 11 12 12 5 12.5 12.5 12.5 12.5 12.5 5 12.512.5 8 12 12 12 6 62:0 12.5 9 12.512.5 9 12 3 12 12 5 9 a 9 6 4 1 10 12.512.5 10 12 3 12 12 6 9 a 9 6 4 72.0 12.5 12.5 7 4 12.512.5 12.512.5 7 6 10 8 a 10 6 9 4 4 3 8 6 INI si'f��m 5 E 4 3 7 4 12.512.5 12.512.5 9 7 10 8 3 ;; j 10 6 9 4 5 4- 8 6 In a 5 3 4 /,/ 4 3 92.0 230.0 5 • , / i i 5 ird 11 i/ a 6 "' / �, ./' , ::. / 6 � /� 12.512.512. ��' i" ` 1/4". POWERS CALK - IN & 1/4 - 20 STEEL MACHINE (MIN. 3,000 W/ 7/8" STAINLESS P.S.I. CONCRETE) RAWL EMBED. SCREW 48.0 12.5 12.5 12.5 12.5 12512.5 11 12.512.S 10 12.5 7 12.5 12.5 8 12.5 12 .512.512.512.512.512.512.512.5 12.5 62.0 12.512.512.512.512.5 /2.5 7 12.512.5 8 12.5 5 12.512.5 6 12.5 12.5 12.5 12.5 12.5 9 12.512.512.5/12.5012.512.5 10 72.0 12.5 2.5 12.5 12.5 11 12.5 6 12.512.5 7 12.5 4 11 9 5 12.5 12.5 12.5 12.5 12.5 7 12.512.5 11 12.5 5 12.5 11 8 92.0 12.5 9 12.5 12.5 9 12.5 4 12 9 5 12.5 3 6 5 4 11 12.5 12.5 12.5 12.5 5 12.5 11 8 12.5 3 8 6 6 230.0 12 5 4 3 12 5 4 3 12 5 4 3 3 7 5 6 12.5 3 7 5 6 12.5 3 7 5 6 0=14 1/4 "m POWERS ZAMAC NAIL MIN. (MIN. s.000 48.0 12.5 12.5 12.5 12.5 12.512.5 12.512.5 7 12 12 12 1 6 !12.512.512.512.512.5 6 12.512.5 9 12.5 4 12512.5 7 6 2.0 12.5 10 12.512.5 10 12 3 12 12 6 9 ye 9 6 4 11 12.512.5 12 12.5 4 12.512.5 7 10 H/ 10 7 5 3 RAWL - IN w/ 1 P.S.L CO EN NCRETE) 72.0 12.5 12.5 5 7 4 / 12.512.5 12.512.5 ,i�y 8 6 10 8 / Vg Nl 10 6 9 4 5 4 8 6 ©iffl a 5 3 -. / 4 / // % -,!-' 4 3 6 8 EIEEEMICIIMMIEIMIN � 12.512.5 10 12 3 12 11 6 9 WA go 6 3 3 4 3 i • 4 3 3 92.0 230.0 �� 1/4 DYNASOLT ANCHOR (MIN. � � "m 2,100 48.0 12.5 12.5 12.5 12.5 12.512.5 7 12.512.5 8 12.5 4 12.512.5 6 12.5 12.5 12.5 12.512.5 9 12.5125 12 12.5 5 12.512.5 9 i nunil4s -.+ 62.0 12.5 12.5 12.5 12.5 10 12.5 4 12.512.5 6 12 3 12 8 4 ! 12 . 512 . 512 . 512 . 512 .S 6 12.512.5 9 12.5 4 12.5 10 7 ITW RED MEAD SLEEVE W /1 -1 /e" p.61 EMBED. 72.0 12.5 9 12512.5 9 12.5 3 12.5 12 5 10 a 7 5 4 MO 11 12.5 12.5 12.5 12.5 4 12.512.5 8 12.5 3 9 7 6 92.0 12.5 5 12.512.5 7 11 F ig 8 6 4 8 a 4 3 3 Ea 7 12512.5 11 12.5 3 10 7 6 10 a 5 4 5 230.0 7 1'/,/, 3 '/ 3 7 raj EMI 9 MEMENCIMIEUIENME 4 3 4. 1p all 1/4 "♦ POWERS - 11. 1/4 BOLT 1 - 1/4" (MIN. 2,000 48.0 12.5 12.5 12.5 12.512.5 12.5 10 12.512.5 10 12.5 6 12.512.5 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.512.5 8 12.512.5 12 62.0 12.5 12.5 12.5 12.5 12.512.5 7 12.512.5 '7 12.5 4 12.5 12 6 12.5 12.5 12.5 12.5 12.5 8 12.512.5 12 2.5 5 12.512.5 9 RAWL DROP - 20 SIDEWALK 0/ 4"0 HEADI W/ MIN. EMBEDMENT P.S.I. CONCRETE) 72.0 12.5 12.5 12.512.5 11 12.5 5 12.5125 6 12.5 3 11 8 5 12.5 12.5 12.5 12.5 12.5 7 12.5125 10 2.5 4 12.5 10 8 92.0 12.5 8 12.512.5 8 12.5 4 11 8 5 12 6 5 4 2.5 10 12.512.512.512.5 5 12.5 11 8 12.5 3 7 6 6 _ 2 30.0 11 f ' „ 5 4 3 11 . ./ 5 4 3 11 : /; /. 5 4 3 2.5 3 6 5 5 12.5 3 6 5 5 12.5 3 6 5 5 017u,, 39 ICI 14 SEE PAGE 6 FOR ANCHOR NOTES arot APPROVED AS IR COMPLYINQ WITH ]� SOUTH ORIDA BUILDING CODE 1 DAT iir BY • �� PRODUCT CO OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE M0. - JA 2 d• 0 Z Id • 0 ,0 0 • N en P en 4 n b ( l K W o a ▪ u O i O � 'Cr W 42 • ,, aj •1 N 4 Q "tE�m ctl = • ': W W C) z c c o u. _ . Kt 11.1 Z N Y o w o � z Er • 3 4 U VJ. MIME ■ I PROFES FL Lic Nco PE 0• •' .3 A 1 l _ Kale AS NOTED) design by vac u 2 UI W 4 F u 0 4 S u > W N W Z Y t- l7 oc 0. 0 u H I um= [drawn by ac (checked b1 Vac dr•sunO no. 98 -217 11 shoat 7 at s 1 revisions FASTENER MAXIMUM SPACING ANCHOR SCHEDULE 4 - DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS 3 niOnals JNLLSDC-3 ANCHOR'TYPE ,•;: , LOAD (WI PSF MAX. (SEE NOTE 1) 2' EDGE DISTANCE 3• EDGE DISTANCE SPANS UP TO 5. -0.. (SEE NOTE 1) SPANS UP TO 8' -5 (SEE NOTE 1) SPANS UP TO 1v -0" (SEE NOTE 1) SPANS UP TO 5' - O" (SEE NOTE 1) SPANS UP TO 8 (SEE NOTE 1) SPANS UP TO 11' -0•' (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 , 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 HOLLOW CONCRETE BLOCK 1/4 1 -1/4" ■ 11111111111111111p1111111111111 ►: "0 ITW TAPCON W/ MIN. EMBEDMENT 48.0 12.5 12.5 12.5 12.5 9 10 3 10 10 5 8 8 8 4 12.5 12.5 12.5 12.5 11 12 4 12 12 6 9 ;1<0 E 9 7 9 4 5 3 62.0 12.5 6 12.512.5 7 8 E 8 8 4 6 re 6 4 3 12.5 7 12.512.5 8 9 9 9 5 7 72.0 12 4 12 12 6 7 7 6 3 5 j 1 2.5 5 12.512 .5 7 8 ; . 8 7 4 6 4 3 3 92.0 9 3 9 9 4 5 /A 4 3 4 4 . •/ 10 3 10 10 5 6 i 4 3 3 4, /.,// ' %//// 230.0 3 /. / / / // // � // 3 ////y/ ,�/ /%� /�M� I /IG E�i��I I /�7�I// //,/,-- •" ': * * 4 r ° ' •°O � ,k 1/4••0 ELCO MALE/ FEMALE."PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT & 1/4-20 SCREW WITH MACHINE NUT 48.0 12.5 12.5 12.5 12.5 11 12.5 12.512.5 7 12 12 12 5 12.5 12.5 12.5 12.5 12.512.5 5 12.512.5 8 12 12 12 6 62.0 12.5 9 12.5 12.5 9 12 12 12 5 9 9 6 4 12.5 10 12.5 12.5 10 12 3 12 12 6 9 9 6 4 72.0 12.5 7 12.512.5 7 10 10 9 4 8 5 4 3 12.5 7 12.5 12.5 9 10 3 10 9 5 8 5 4 4 92.0 12.5 5 4 ,/// 12.512.5 / 6 / 8 5 E 6 4 3 6 WIJ AIUM 3 missinimmiimm E/N!i 6 4 4. 6 in NI 3 // 3 / 230.0 ' "' ■!I CALK W/ L 1/4 -20 STAINLESS STEEL MACHINE SCREW RAWL EMBED. 48.0 12.5 12.5 12.5 12.5 10 12.5 4 12.5 12.5 6 10 I 10 10 4 12.5 12.5 12.5 12.5 12.512.5 6 12.5 12.5 9 12.5 12.5 12.5 6 62.0 12.5 8 12.5 12.5 7 10 3 10 10 4 8 8 5 3 12.5 10 12.5 12.5 11 12.5 3 12.5 12.5 7 10 A 10 7 5 72.0 12.5 6 12.512.5 .6 9 r %/ 9 8 4 7: r 3 12.5 7 12.5 12.5 10 11 11 10 6 8 6 4. 4 92.0 12 3 12 12 5 7 � A A 5 3 3 5 '%12.5 4 12.5 12.5 8 9 6 4 4 6 3 j 3 230.0 5 �� ir// � - a' y� war , ., 3 48.0 12.5 12.5 12.5 12.5 9 10 10 10 5 T or 7 7 4 12.5 12.5 12.5 12.5 11 11 11 11 6 8 8 8 5 62.0 12.5 6 12.5 12.5 7 8 A 8 8 4 6 6 4 3 12.5 7 12.5 12.5 8 9 9 9 5 6 6 4 4 j 1/4"0 POWERS ZAMAC NAIL-IN MIN. EMBEDMENT RAWL W/ 72.0 11 4 11 11 6 6 6 6 3 5 %AME 3 SNEEMEMBEENEIE :i/ 10 3 10 10 6 6 7 4 7 3 4 3 5 4 IS gffi 4 f/ 3 3 / 92.0 9 %/ 9 9 5 5 // 3 /� 230.0 3 �//l���rmumf %/I I/� / : 1/4 DYNABOLT ANCHOR `-t "0 48.0 12.5 12 12.5 2.5 7 8 3 8 8 4 6 6 6 3 12.5 12.5 12.5 12.5 11 11 3 11 11 6 8 cx 8 8 5 x `11 62.0 11 9 5 3 11 9 11 9 6 5 6 5 r W 6 5 6 5 3 3 5 4 ir 4 5 3 3 le IMMICITIMEXEM EVECWIE1 11 8 8 6 5 4 6 5 IN E. 6 3 4 3 3 3 ITW RED HEAD SLEEVE /8w MIN. MBED 72.0 92.0 7 /, 7 7 4 4 / ► %/, E 3 3 4 ry/� //y 230.0 3 j��1104//%l � �G ,�V %/ //�/ i I� ///I � ���� / . - //% / ; >rr ,111111111111111_111111' 1/4 EPDXY S.S. MACHINE 2" W/ 48.0 12.512.512.512.512.5 /12.5 10 2.512.5 12.512.5 12.512.5 11 12.5 12.5 12.5 12.5 12.5 12.5 10 2.512.512.5 12.5 2.512.5 11 62.0 12.5 12.5 12.5 12.5 12.512.5 7 12.512.5 11 �2.5 12.5 12 8 12.5 12.5 12.5 12.5 12.5 12.5 7 2.512.5 11 12.5 2.5 12 8 SCREW ROD ,r -20 ITW EPCON ANCHOR W/ SCREW MIN. EMBED. 72.0 12.5 12.5 12.5 12.5 12.512.5 5 12.512.5 9 2.S 10 8 7 12.5 12.5 12.5 12.5 12.512.5 5 2.512.5 9 12.5 10 8 7 92.0 12.5 8 12.512.512.5/12.5 3 11 8 7 12 6 5 5 12.5 8 12.5 12.5 12.5 12.5 3 11 8 7 12 d 6 5 230.0 11 . i 5 4 5 11 , 5 4 5 11 or 5 4 5 11 / f 5 4 5 11 ' S 45 11 / 5 4 I -'I • 81/06/99 16;14 • SEE PAGE 6 FOR ANCHOR NOTES �MFROVFD ?IS COMPLYING W I TH THE $OWis FI I ll A BUILDING COD aar ► -- PRODUCT Co ���' D r BUILDING C.- np 'lJMPLUIN OFFICE �CCFP •�f�" Z � •O2 z Li YI 4 u 0 d) 4 u W N W 0 0' P 1- } 0 u VJ. K 1 PROF(SSIONA A FL Lie PE 0 of dl Incas jdrawn br k AS Norco,l Mc ridslgn by [check ad b1 1 vr1c vAc drawing no. 98-217 shear a o� s 111 81.5 38 53 40 53 38 53 38 41 45 51 85 51 45 51 57 41 35 53.5 70 53.5 70 99 40 91 114 65 68 53 49 53 38 53 38 41 48 53 48 53 20 53 19 53 20 53 38 53 OPG 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) INCHES Width 1 Height I PANELS 65' -0" r -r ® _ I� 15 �A 'To ,a TO r© !O ° 0 -I- No 0 1 1-- 1 — los 2` +® 1 co - t - 1 I I { 0 0 lo 00 1) Mean Roof Height : 13' Sq /Ft : 564.66 Type of Shutters : Panels Color : White Customer : John Peterson 70' -0" Job Site : 434 NE 95 Street Miami Shores,FL 33138 M �uR : T www.hurstawning.com 6865 N.W. 36 Avenue • Miami, Florida 33147 Phone: (305) 635 -0900 / (800) 327 -0905 Fax: (305) 634 -9078 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: - So t) -1-7 c)- N-'1(lmt 5aoa_ES 10050 NE 20A 1°6' Municipality: j■.,{ ; 3 1-Io 26 S , 33 1 Building Official: -FR QK Lv o i S13 Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description Product Approval 0. 063 Li LA aro2vY1 arid s q9 - O4 - aI •0 This letter authorizes Q Si 0-®2T - to use the above mentioned product at the following job: - 13 , 14 ©tJ O ( -0503 03- 303* x a4 NYE Q 5 si -s€ �i 2 1111.1 Bdoee5) T133138 Hurst Awning Company, Inc. Frank S. Cornelius President or Executive Vice President 1 This form must accompany the application for building permit and shall become part of the permit documents. 2 The authorized signature must bear the raised corp Forate seal of the company holding the Dade County Notice of Acceptance. MAXIMUM DESIGN WIND LOADS FOR ANY TRIBUTARY AREA COASTAL OR NON- COASTAL BUILDING ZONES PEAK ROOF HEIGHT (FT.) POSITIVE LOAD (P.S.F.) ZONE QS NEGATIVE LOAD (P.S.F.) ZONE Q5 15 45.1 -61.5 20 49.0 -66.8 25 52.2 -71.2 30 55.0 -75.0 40 59.7 -81.4 50 63.7 -86 8 60 67.1 -91.4 ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A PEAK ROOF HEIGHT < 60 FEET BASIC WIND SPEED GENERAL NOTES: 1. THESE WINO LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE TO ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. THIS SCHEDULE USES PEAK ROOF HEIGHT IN LIEU OF MEAN ROOF HEIGHT. 3. TABULATED DESIGN WIND LOADS ARE BASED ON ASCE 7 -88 AND 7 -93 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. BASIC WIND SPEED: 110 M.P.H. C. AN IMPORTANCE FACTOR OF 1.05 FOR CATEGORY I STRUCTURES. D. ENCLOSED BUILDING: GCpi = = 0.25. 4 DESIGN LOADS ARE APPLICABLE FOR COASTAL AND NON COASTAL BUILDING ZONES. EXPOSURE "C" IS USED FOR ALL BUILDINGS LESS THAN 60 FEET. S. POSITIVE AND NEGATIVE LOADS FOR ALL FLOORS ARE BASED UPON THE PEAK ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 6. FOR ESSENTIAL FACILITIES, OPEN OR PARTIALLY ENCLOSED BUILDINGS, LARGER TRIBUTARY AREAS, BUILDINGS GREATER THAN 60 FEET HIGH OR OTHER SITE SPECIFIC CONDITIONS SHALL BE DETERMINED AND CERTIFIED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 7. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT THE SIGNATURE AND RAISED SEAL OF V.J. KNEZEVICH, P.E. k KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING 1280 N. UNIVERSITY DRIVE. SUITE 180 • FORT LAUDERDALE, FL 33322 TEL (954) 382 -2800 • FAX: (954) 382-2989 • FLORIDA COA 13205 WEBSITE: WWW.KNEZEVICH.COM • E-MAIL KA@KNEZEVICH.COM COPYRIGHT O 2000 KNEZEVICH & ASSOCIATES, INC. ALL ROOF SLOPES BUILDINGS <_ 60 FT. ASCE WIND LOADS COMPONENTS & CLADDINGS 110 M.P.H. 110 M.P.H. r f, PBQFESSIONALET, EER PE 0 1 ,,,_ I 20 ( date �t17 0 Wit____ 1J:J� 1 0x/11/00 IMK ZONE IDFICATION Z 01/IS/00 MK NOTES dro, n by dr•rfn0 no MC design by SK00 -300 V JK ` " "' •° °' sheet 1 of 1 V/K gin PRODUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Company, Inc. 5795 N.W. 36 Avenue Miami FL 33142 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -290? FAX (305) 372.6339 0.063" Aluminum (5052 1132 Alloy) Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, Modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0421.07 Expires:07 /10/2003 THIS'S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approvcd:06/24 /1999 1 of3 Internet mail t.ddrets: postmaster ®buildingcodeonline.eom MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 315 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division 1440, rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Hontep &ge: http : / /www.huildingcodeonline.eum Hurst Awning Company, Inc. ACCEPTANCE No.: 99- 0421.07 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUN 2 4 1999 July 10, 2003 1. SCOPE This renews the Notice of Acceptance No. 98- 1021.02, which was issued on February 11, 1999. It approves an aluminum storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -217, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated September 30, 1998, last revision #2 dated January 4, 1999, sheets 1 through 8 of 8, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum storm panel shutter and its components shall be installed in strict compliance with the approved drawings. S. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. " • , P.E. - Product Control Examiner Product Control Division 2of3 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. Jl 39140 b -014 "D I o STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provid ed in this Notice 1. Legal description of property and street address: '/ 3`/ i'V �_ 9 _ j�� ;7 f w �/' I- & FS 7 S �.P r ! 2Auf g r ! `� rK .1� �r� )1111A.011 2. 6escri do of i (7"C;(° s ( / l � S p ( ✓ u ! ` `/� ` � ��lX"{ i} cC1'' r Th1 X 171 _ Fli 4 .�1 e l 1 a . C j'-r, r r / / rl pp mpr e Hurrican utte � 3. Owner(s) name and address: t y ! 1 g. - 4� / q.3 L/ /il E q s � h—r_t.t i}t t .Show Fie ea cc, 3 31 3 d' Interest in property: of ki cr` Name and address of f simple titleholder: 4. Contractor's name and address: Hurst Corporation, 5660 NW 35 Avenue, Miami, Florida, 33142 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: ABA) J4i i 2 o morf ate &or l i s 2 t o w 8 9 RP„i ►� e-r RA . '-nJ /Yl. , rtu. J 'I POP otri may provided Persons within the State of Florida designated by Owner upon whom ices or other documents ma be served as rovided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 4t4M -L t��lr Ja n•ts� nature of Owner int Owners N Mie j Sworn to and subscribed before me this P. - day of T-1 A 1 , o ( Notary Public -- Print Notary's Name — Q ROM WILIA � - __Boded Ins My Commission Expires: q' ti I , rI Kwn +N n t ho STATE OF FLORIDA, COUNTY OF DADE / HEREBY CERTIFY that this is ague y o/ the onginal d in this office on ay of _ � . . A 0 2 0 0 ( W /T /!;_SS / y hand and Official Seal. HARVEY R VIN, CL , K, . � cui a d County Courts By D.G. v 1.R30 1085 2001 JUN 11 14:21 of Commencement. s 4 nn l � cj ,G Y7� r-rC 7 Prepared by: Hurst Corporation Address: 5660 NW 35 Avenue Miami, F1 33142 123.01 -52 2/93 Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE / '[ Job Address 434 NE 95 STREET Tax Folio — 32-o (o l7 7 —� 7 6 Legal Description LO /S 4 7 er R god( J1 is ntigivC5Historically Designated: Yes No X SecfionTw o, Plat (3,ok I o e rote 3 7 Owner/Lessee / Tenant Be y P r l V 7 Nt r 5 dv7 Master Permit #* 6$ Owner's Address t 131/ AEI ' ?S / 5 - h-e4, i ii I►ti ShoreS 33138 Phone 36 S 75 7 fo T 3 Contracting Co. HURST CORPORATION Qualifier JOSE L. GARCIA SS# Phone 305 - 633 -3980 State # Municipal # Competency # 97BS00130 Ins. Co. Architect/Engineer KNEZEVICH & ASSOCIATES Address 1260 N. UNIVERSITY DR. , #180, FT. LAUDERDALE Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION INSTALLATION OF ALUMINUM STORM PANELS o T ✓L, (4, 6--s Square Ft. Estimated Cost (value) $3,600.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work w laws regulating construction and zoning. Furthermore, I authorize the above -named contractor Date t. _ � i 4/p4_ and/or Condo President Date Notary as t.� , er and/or Condo President My Commission Expires: APPROVED: Zoning Mechanical Building err ROBIN S MY Co E D 9l� L101 Bonded el-Se Ace lnS No. CC6830 A/ er p XI ' 11 other I.G Address 5660 NW 35th AVENUE, MIAMI, FL 33142 S otary : s to Contractor or Owner- Builder My Commissi FEES: PERMIT RADON C.C.F. 4 0 NOTARY 0 BOND LAURA MARTI MY COMMISSION # CC 753568 EXPIRES: June 22, 2002 ya N Bonded Thru Notary Public Uncle/writers Electrical m compliance with all applicable ork stated. ..11•rae. TOTAL DUE 6 Plumbing Engineering