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1165 NE 97 St (12)TOg THE PLANNING ZONING,& BUILDING DEPARTIENTs mama Shores Villago Florida 6 DI hereby agree that the pool being conotructed on my property at l PROCESS NO. will not be filed with water until the proper and legal enclosure has been erected around such pool and final inspection made and pool and enclosure approved and said enclosure cd11 be erected simultaneously with and prior to completion to the poo1 and in accordance with the plans and specifications subDittedo " Owner 32 .085 .090" (TYP) "F" TRACK SCALE : HALF SIZE 1/4" MAX i 08/05/99 12:27 188" rt 30'• 1.469" WINGNUT O SCALE : HALF SIZE 2 z w N J J J zZ Q < Q. F X 0: Q ce O z O � 1L a 5.00" 1.50" � 5 -1/4• (TYP EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING I I PRODUCT MARKING LOCATION/ 1.50'• 12.50" COVERAGE 14.50" STORM PANEL SCALE : 3" = 1• -0•• X Q F 0 10 SECTION WIDTH UNLIMITED (PERP. TO PANEL SPAN) 3.500" SCALE : HALF SIZE BOTTOM MOUNT O7 pe OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNT L OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE ••F'• TRACK OR STUDDED ANGLES WITH STUDS p 5 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS p 6 -1/4" O.C. USE 1" x 1" x 16 GA STEEL. TUBE WHERE APPLICABLE SEE NOTE 9 8. TYPICAL ELEVATIONS (TYP.) EXISTING CONCRETE, HOLLOW BLOCK OR `./000 FRAMING 5.00" .00 - I PROOUCT MARKING (OPTIONAL LOCATION) O PTIONAL LEG DIRECTION - 16 GAGE GALV. STEEL GRADE SO STANDARD CHANNEL TOP MOUNT 2 � 3e PLAN VIEW 1" x 1" TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS I5 REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3, ANO PLAN VIEW & NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW S. NOTE 81 OVERLAP FASTENERS j TvP. (SEE NOTE +, 8) p5 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO 2 "x5 "MAX. FASTENER C81 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) O "h" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL I GRADE 50 21 OPTIONAL LEG, L. 0 DIRECTION 11 75•� !7s.1 SOFFIT CHANNEL SCALE : HALF SIZE 1.00" r 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE . 3" = V -0" W -J 0 0 N 1.l J z 4 0. CC E 0 O VI W to 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS @ 12 -1/2 O.C. (TYP) 1/4" MAX. \\ 1/4" MAX. L EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 0 . 050" 250' 1.813 O "h" HEADER SCALE : 3" = t• -0" 2.000" 0 f = MIN..095" GALV. STEEL GRADE SO OR ALUM. KEYHOLE WASHER SCALE : HALF SI2E WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION.- 6 -1/4' )TYP) L PLAN VIEW SCALE• 1 -1/2 =.i -0•• 0 ti- .125" 6063 -T6 ALUMINUM 1 5" MAX. 5a ANGLE SCALE 3" = 1• -0•• 14 .,f•r L USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE N 0TE 8 & TYPICAL ELEVATIONS (TYP ) 0 14 STEEL TUBE SCALE : 3" = r -0" - TOP MOUNT 07 pe OR DIRECT MOUNT SCALE : 3" = 1• - 0" 16 GA. 1" TUBE. MAY SE D WHERE REDUCED ARATION FROM GLASS EQUIRED. SEE ARATION FROM GLASS EDULE. SHEET 3. AND AN VIEW & NOTE 8 SHEET 1 RLAP FASTENERS PLAN VIEW & E 8) WI MOUNT l:/ BI OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS CR REINFORC:NG TUBE REQUIRED. TOP S BOTTOM MOUNTS SHALL SE "F'• TRACK OR STUDDED ANGLES WITH STUDS (d 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS (0) 6 -1/4" C C. "U" HEADER 1 -3/4" OVERLAP MIN. 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE 16 GAGE GALV. STEEL ANGLE SCALE : 3° = 1' -0" MIN. FASTENER (B 12" 0.C. FOR DESIGN LOAOS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 0 I 01 1 ,.50'• 1 ANGLE .093" TYP. SCALE : 3" = 1' -0" -093" TYP. 1/4" S.S. STUD ° ( �I CIO 6 -1/4" 0.C. tn 150• STUDDED ANGLE 0 SCALE : 3" = ,• -0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -OAOE COUNTY. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 3003 -1114 ALUMINUM ALLOY. 0.060" THICK. WITH A MIN. Fy. (BEFORE ROLLING) OF 21 K51. ALUMINUM EXTRUSIONS SHALL BE 5063 -T6. 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: • FLORIDA STORM PANELS. INC. ' • OPA LOCKA. R. DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL. BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH MINIMUM TENSILE STRENGTH OF 60 K51. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP b BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE 8. PANELS UTILIZING A STEEL TUBE SHALL 8E FASTENED AT OVERLAPS 112 -1/2" O.C.I. AT MIOSPAN TO A r x 1 x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS. (SEE TYPICAL ELEVATION @OR ®1. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" 0.C.1. AT MIOSPAN W/ 1/4 -20 x 1" MACHINE BOLTS WITH OIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS® OR ®). FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUIRED. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. ANO 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -036 ANO No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED ". APPROVED AS COMPLYING WITH THE SOUTH FLORIDA 8'ILD;jG CODE I OAT M + �! PRODUCT CO ROL QfV ON 811ILO:N CCO_ COMPLANCE OFFICE ACCEPTANCE NO 11 - 0 - ct� -Ql ru Zz _ H _ H i- W 1- () Q U CC O a. a7 00a: < 0 w o5 Q z = W -z lL J N Wz Z 0 0 n el LI V.J. KN H sca drawn by 1 AS NOTED MC1 (cosign =y 1 cneckeO byl 1 1 V:K , V14) 1 aro...ng no. l 99 -230 , sheet 1 or 4 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 3332 COPYRIGHT C 1990 KNEZEVICH 8 ASSOCIATES, INC. 0 0 0 0 c I c P (VERTICAL OR HORIZONTAL) c c = c c o 32 .085 .090" (TYP) "F" TRACK SCALE : HALF SIZE 1/4" MAX i 08/05/99 12:27 188" rt 30'• 1.469" WINGNUT O SCALE : HALF SIZE 2 z w N J J J zZ Q < Q. F X 0: Q ce O z O � 1L a 5.00" 1.50" � 5 -1/4• (TYP EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING I I PRODUCT MARKING LOCATION/ 1.50'• 12.50" COVERAGE 14.50" STORM PANEL SCALE : 3" = 1• -0•• X Q F 0 10 SECTION WIDTH UNLIMITED (PERP. TO PANEL SPAN) 3.500" SCALE : HALF SIZE BOTTOM MOUNT O7 pe OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNT L OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE ••F'• TRACK OR STUDDED ANGLES WITH STUDS p 5 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS p 6 -1/4" O.C. USE 1" x 1" x 16 GA STEEL. TUBE WHERE APPLICABLE SEE NOTE 9 8. TYPICAL ELEVATIONS (TYP.) EXISTING CONCRETE, HOLLOW BLOCK OR `./000 FRAMING 5.00" .00 - I PROOUCT MARKING (OPTIONAL LOCATION) O PTIONAL LEG DIRECTION - 16 GAGE GALV. STEEL GRADE SO STANDARD CHANNEL TOP MOUNT 2 � 3e PLAN VIEW 1" x 1" TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS I5 REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3, ANO PLAN VIEW & NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW S. NOTE 81 OVERLAP FASTENERS j TvP. (SEE NOTE +, 8) p5 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO 2 "x5 "MAX. FASTENER C81 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) O "h" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL I GRADE 50 21 OPTIONAL LEG, L. 0 DIRECTION 11 75•� !7s.1 SOFFIT CHANNEL SCALE : HALF SIZE 1.00" r 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE . 3" = V -0" W -J 0 0 N 1.l J z 4 0. CC E 0 O VI W to 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS @ 12 -1/2 O.C. (TYP) 1/4" MAX. \\ 1/4" MAX. L EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 0 . 050" 250' 1.813 O "h" HEADER SCALE : 3" = t• -0" 2.000" 0 f = MIN..095" GALV. STEEL GRADE SO OR ALUM. KEYHOLE WASHER SCALE : HALF SI2E WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION.- 6 -1/4' )TYP) L PLAN VIEW SCALE• 1 -1/2 =.i -0•• 0 ti- .125" 6063 -T6 ALUMINUM 1 5" MAX. 5a ANGLE SCALE 3" = 1• -0•• 14 .,f•r L USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE N 0TE 8 & TYPICAL ELEVATIONS (TYP ) 0 14 STEEL TUBE SCALE : 3" = r -0" - TOP MOUNT 07 pe OR DIRECT MOUNT SCALE : 3" = 1• - 0" 16 GA. 1" TUBE. MAY SE D WHERE REDUCED ARATION FROM GLASS EQUIRED. SEE ARATION FROM GLASS EDULE. SHEET 3. AND AN VIEW & NOTE 8 SHEET 1 RLAP FASTENERS PLAN VIEW & E 8) WI MOUNT l:/ BI OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS CR REINFORC:NG TUBE REQUIRED. TOP S BOTTOM MOUNTS SHALL SE "F'• TRACK OR STUDDED ANGLES WITH STUDS (d 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS (0) 6 -1/4" C C. "U" HEADER 1 -3/4" OVERLAP MIN. 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE 16 GAGE GALV. STEEL ANGLE SCALE : 3° = 1' -0" MIN. FASTENER (B 12" 0.C. FOR DESIGN LOAOS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 0 I 01 1 ,.50'• 1 ANGLE .093" TYP. SCALE : 3" = 1' -0" -093" TYP. 1/4" S.S. STUD ° ( �I CIO 6 -1/4" 0.C. tn 150• STUDDED ANGLE 0 SCALE : 3" = ,• -0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -OAOE COUNTY. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 3003 -1114 ALUMINUM ALLOY. 0.060" THICK. WITH A MIN. Fy. (BEFORE ROLLING) OF 21 K51. ALUMINUM EXTRUSIONS SHALL BE 5063 -T6. 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: • FLORIDA STORM PANELS. INC. ' • OPA LOCKA. R. DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL. BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH MINIMUM TENSILE STRENGTH OF 60 K51. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP b BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE 8. PANELS UTILIZING A STEEL TUBE SHALL 8E FASTENED AT OVERLAPS 112 -1/2" O.C.I. AT MIOSPAN TO A r x 1 x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS. (SEE TYPICAL ELEVATION @OR ®1. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" 0.C.1. AT MIOSPAN W/ 1/4 -20 x 1" MACHINE BOLTS WITH OIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS® OR ®). FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUIRED. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. ANO 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -036 ANO No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED ". APPROVED AS COMPLYING WITH THE SOUTH FLORIDA 8'ILD;jG CODE I OAT M + �! PRODUCT CO ROL QfV ON 811ILO:N CCO_ COMPLANCE OFFICE ACCEPTANCE NO 11 - 0 - ct� -Ql ru Zz _ H _ H i- W 1- () Q U CC O a. a7 00a: < 0 w o5 Q z = W -z lL J N Wz Z 0 0 n el LI V.J. KN H sca drawn by 1 AS NOTED MC1 (cosign =y 1 cneckeO byl 1 1 V:K , V14) 1 aro...ng no. l 99 -230 , sheet 1 or 4 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 3332 COPYRIGHT C 1990 KNEZEVICH 8 ASSOCIATES, INC. 0 0 0 0 I Ih 0 I E ,"x USE R I IS R I SEP SCH PL OVE (SEE NOT i c 0 e F 11 32 .085 .090" (TYP) "F" TRACK SCALE : HALF SIZE 1/4" MAX i 08/05/99 12:27 188" rt 30'• 1.469" WINGNUT O SCALE : HALF SIZE 2 z w N J J J zZ Q < Q. F X 0: Q ce O z O � 1L a 5.00" 1.50" � 5 -1/4• (TYP EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING I I PRODUCT MARKING LOCATION/ 1.50'• 12.50" COVERAGE 14.50" STORM PANEL SCALE : 3" = 1• -0•• X Q F 0 10 SECTION WIDTH UNLIMITED (PERP. TO PANEL SPAN) 3.500" SCALE : HALF SIZE BOTTOM MOUNT O7 pe OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNT L OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE ••F'• TRACK OR STUDDED ANGLES WITH STUDS p 5 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS p 6 -1/4" O.C. USE 1" x 1" x 16 GA STEEL. TUBE WHERE APPLICABLE SEE NOTE 9 8. TYPICAL ELEVATIONS (TYP.) EXISTING CONCRETE, HOLLOW BLOCK OR `./000 FRAMING 5.00" .00 - I PROOUCT MARKING (OPTIONAL LOCATION) O PTIONAL LEG DIRECTION - 16 GAGE GALV. STEEL GRADE SO STANDARD CHANNEL TOP MOUNT 2 � 3e PLAN VIEW 1" x 1" TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS I5 REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3, ANO PLAN VIEW & NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW S. NOTE 81 OVERLAP FASTENERS j TvP. (SEE NOTE +, 8) p5 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO 2 "x5 "MAX. FASTENER C81 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) O "h" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL I GRADE 50 21 OPTIONAL LEG, L. 0 DIRECTION 11 75•� !7s.1 SOFFIT CHANNEL SCALE : HALF SIZE 1.00" r 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE . 3" = V -0" W -J 0 0 N 1.l J z 4 0. CC E 0 O VI W to 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS @ 12 -1/2 O.C. (TYP) 1/4" MAX. \\ 1/4" MAX. L EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 0 . 050" 250' 1.813 O "h" HEADER SCALE : 3" = t• -0" 2.000" 0 f = MIN..095" GALV. STEEL GRADE SO OR ALUM. KEYHOLE WASHER SCALE : HALF SI2E WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION.- 6 -1/4' )TYP) L PLAN VIEW SCALE• 1 -1/2 =.i -0•• 0 ti- .125" 6063 -T6 ALUMINUM 1 5" MAX. 5a ANGLE SCALE 3" = 1• -0•• 14 .,f•r L USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE N 0TE 8 & TYPICAL ELEVATIONS (TYP ) 0 14 STEEL TUBE SCALE : 3" = r -0" - TOP MOUNT 07 pe OR DIRECT MOUNT SCALE : 3" = 1• - 0" 16 GA. 1" TUBE. MAY SE D WHERE REDUCED ARATION FROM GLASS EQUIRED. SEE ARATION FROM GLASS EDULE. SHEET 3. AND AN VIEW & NOTE 8 SHEET 1 RLAP FASTENERS PLAN VIEW & E 8) WI MOUNT l:/ BI OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS CR REINFORC:NG TUBE REQUIRED. TOP S BOTTOM MOUNTS SHALL SE "F'• TRACK OR STUDDED ANGLES WITH STUDS (d 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS (0) 6 -1/4" C C. "U" HEADER 1 -3/4" OVERLAP MIN. 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE 16 GAGE GALV. STEEL ANGLE SCALE : 3° = 1' -0" MIN. FASTENER (B 12" 0.C. FOR DESIGN LOAOS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 0 I 01 1 ,.50'• 1 ANGLE .093" TYP. SCALE : 3" = 1' -0" -093" TYP. 1/4" S.S. STUD ° ( �I CIO 6 -1/4" 0.C. tn 150• STUDDED ANGLE 0 SCALE : 3" = ,• -0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -OAOE COUNTY. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 3003 -1114 ALUMINUM ALLOY. 0.060" THICK. WITH A MIN. Fy. (BEFORE ROLLING) OF 21 K51. ALUMINUM EXTRUSIONS SHALL BE 5063 -T6. 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: • FLORIDA STORM PANELS. INC. ' • OPA LOCKA. R. DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL. BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH MINIMUM TENSILE STRENGTH OF 60 K51. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP b BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE 8. PANELS UTILIZING A STEEL TUBE SHALL 8E FASTENED AT OVERLAPS 112 -1/2" O.C.I. AT MIOSPAN TO A r x 1 x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS. (SEE TYPICAL ELEVATION @OR ®1. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" 0.C.1. AT MIOSPAN W/ 1/4 -20 x 1" MACHINE BOLTS WITH OIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS® OR ®). FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUIRED. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. ANO 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -036 ANO No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED ". APPROVED AS COMPLYING WITH THE SOUTH FLORIDA 8'ILD;jG CODE I OAT M + �! PRODUCT CO ROL QfV ON 811ILO:N CCO_ COMPLANCE OFFICE ACCEPTANCE NO 11 - 0 - ct� -Ql ru Zz _ H _ H i- W 1- () Q U CC O a. a7 00a: < 0 w o5 Q z = W -z lL J N Wz Z 0 0 n el LI V.J. KN H sca drawn by 1 AS NOTED MC1 (cosign =y 1 cneckeO byl 1 1 V:K , V14) 1 aro...ng no. l 99 -230 , sheet 1 or 4 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 3332 COPYRIGHT C 1990 KNEZEVICH 8 ASSOCIATES, INC. SEE MIN. SEPARAT)O FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR GLASS OR DOOR 08/05/99 12:37 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING ANGLE TO WALL DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 1 - tt 4"x 125 OR 2 4"x .12S" AL. TUBE OR 2 x 6" P.T. WOOD W/ 1/4"0 LAG SCREWS (d1 12 0 C. W/ 1 -1/2 EMBEDMENT FOR CONNECTION WITH STUD ANGLE EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2• FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE i• O WALL MOUNT SECTION A SCALE 3" = 1' -0" S f O Z J J z 4 0 X 4 X CONT *14 S.M.S. (M 10" O.C. 2 - 1/L "0 x 4 -1/2 5.5. LAG SCREW 5 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS LIMITED TO ± 72 PSF. O WALL MOUNT SECTION (BOTTOM) SCALE 3 = 1' -0" 1/4 -20 MACHINE BOLT L WINGNUT (d1 6 -1 /4" O.C. 1/4" MAX. 1/4 -20 MACHINE BOLT 8 WINGNUT CM 6 -1/4" O.C. SEE MIN, L SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR °CONT. EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE —•- (TYP.) 0 CO GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE3' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SCALE 3" = 1 ' - 0 ' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 3• t `1/4"0 ELCO MALE WITH WASHERED WINGNUT AIWA 0.C. MAX.. BUT DO NOT EXCEED S CHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE1'. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING © CEILING /INSIDE MOUNT SECTION SCALE . 3" = 1' -0" O WALL MOUNT SECTION E (DIRECT MOUNT) REMOVABLE FASTENER (e1 6 -1/4" 0.C. MAx.. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1' . USE 1/4 -2C STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 1 /4" MAX. EXISTING CONCRETE HOLLOW BLOCK DR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING GLASS OR DOOR GLASS OR DOOR SEE MIN. SEPARATION EMBED FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE1• TZU OR 1 - x4 "x.125" AL. TUBE (OPTIONAL) FROM GLASS SCHEDULE (TABLE 2) I ii �n ) 0 OPTIONAL LEG DIRECTION NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF. O SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE1' 1/4 -20 MACHINE BOLT 8 WINGNUT (d 12" O.C. TYP. TOP & BOTTOM ® OR © 1/2 OCATE - I," HEADER LEG FLUSH WITH CHANNEL BOTTOM FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 1' 0 1/4 -20 MACHINE BOLT O 8 WINGNUT (c1 6 -1/4" O.C. NOTE :USE OF T HIS DETAIL IS LIMITED TO ±72 PSF © BUILD -OUT MOUNT SECTION SCALE : 3" = 1' - 0" THREE 1/4"0 WOOD SCREWS w/ 2 MIN EMBEDMENT OR THREE WOOD BUS++INGS W/ 1 MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER.(01 24 MAX.) 2 x WOOD JOIST. I TRUSS OR RAFTER tt12 SMS BETWEEN TRUSSES (5 10 MAX. 1/4" MAX. APPROVED AS COMPLYING 11 THE SOUTH LORIDA B ILDLF G CODE DAT _ 10 BY PRODUCT co1T DIV'S ON BUILD:NG CODE CO "PL:ANCE O; ; ;CE 1. � 1 .L� ACCEPT/INCE NO. –0 .1 Z(Q• (a1 1/4" MAX. t, Zz — H .N U)1.- W • � U - D — o U d: O ` co Cn w Q W (9 W O — z W -j W Z O O ZZ Q2 o n o O oN to CI cl 41 FL Lic PE date (ecele AS NOTED O m Z cc co UJ i ▪ Y cc W O co • m dea.gn by l vJK U Z e(ala M :I�I•n :1- 1 -1( V.J. KN PROFESSIU i G!NEER e No: 0983 07/19/99 drawn Dy ` MC checked Dyl VAC) drawing no. 99 -230 sheet 2 of L MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) ACTUAL SHUTTER SPAN (L) (FT - IN) SYSTEMS 1 & 2 MIDSPAN TUBE MIDSPAN BOLTS ALL CONDITIONS 40.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1-1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 T-0" 2 -1/4 3 1 -5/8 8' -S" 2 -1/4 3 2 -1/8 50.0 3' -0" 2 -1/4 3 1-1/4 4' -0" 2 -1/4 3 1-1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5" 2 -3/8 3 2 -3/8 60.0 3' -0" 2 -1/4 3 1- 11/4'' 4' -0" 2 -1/4 3 - 1-1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 8' -4" 2 -5/8 3 2 -5 /8 70.0 3' -0" 2 -1/4 3 • 1 -5/8 4' -0" 2 -1/4 3 1 -'1/4 5' -0" 2 -1/4 3 1=3/8 6' -0" 2 -1/4 3 1 -5/8 7. -0' 2 -1/4 3 2 7' -9" 2 -1/2 3 2 -1/2 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 08/05/99 12:32 • I � = 1. rEm • WI0 1 YP) 1/2 —ALT. LEG DIRECTION (TYP) GLASS OR DOOR SEE MIN SEPARATION WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F'• TRACK BUILD -OUT Sa CONT. MOUNT SECTION SCALE 3" = 1' - 0" ALUM OR GALV. STEEL SPACERS AS REQ'D FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' 0 VII of 01 CI EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' EMBED (TYP) SEE MIN `SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE 3" = 1' - 0'• 1/4 -20 MACHINE BOLT & WINGNUT p 6 -1/4 O.C. EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION' TYPE 1 1/4 -20 MACHINE BOLT E. NUT p 12" O.C. (TYP. TOP 8 BOTTOM) EQUAL 1/4" MAX. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMIN CONNECTION 'TYPE 1' 1/4 -20 MACHINE BOLT 8 WINGNUT @ 6 -1/4" 0.C. S 0 z z 4 a X a Q (- £ IA ALUM. OR GALV. STEEL SPACERS AS REO'D SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL 0 O W N 6 SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 1/4 -20 MACHINE BOLT 8 WINGNUT (ul 6 -1 /4 0.C. "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" = T -0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE 3" = T -0" r ._ 1/4-20 MACHINE BOLT 8 WINGNUT (ol 6 -1/4 0.C. NOTE : USE OF THIS DETAIL IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F'• TRACK aeMer T A B L E 2 8" x 3" :: 1/4" x 1 ' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1/4 "m POWERS CALK -IN W/ 7/8" MIN. EMBED. 3/4 � IN CONC. (g0 3" O.C. OR 1/4 "m POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE (d 3" 0.C. 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. OPTIONAL HANDLE LOCATION 8 x 3" x 1/4 x 1• - ; -1/2 ALUMNUM ANGLE PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL ' 1/4 -20 STUD A AND FASTEN WINGNUT$ INTERIOR FASTENING FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) O STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2" = 1' -0" 13 -1/2" • 12 -1/2" EQ.- 1 6 -1/4" 6 -1 /4" ANGLE ASSEMBLY IS UMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' - EQ. 2" x 2" x .125" MIN. CONT. 3105 -HIL OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1-1/2 - x 1 -1/2" AL. STUD ANGLE 1/4 -20 S.S. BOLTS 8 NINGNUTS @ MIDPOINT OF PANEL SPAN OR 51 0.C. MAX. (TYP) O ALT. CORNER DETAIL L SCALE . 3" = 1' - 0" APPROVE_ AS COMPLYING WITH TN' SOUTH FL OR!.. BUILDING CODE DAT" 4 , Ll 6:" •M"'�'TAVI! / PRODUCT Cu •TROL 31V!S(ON O BUILD:NG CODE COMPLIANCE 0' r.c; ACCEPTANCE NO L G - O)z6-o1 L N CI 0 N AS NOTED [design by VJx 9 (7 I I 0 U ammunizomm V.J. KN w z / H ESS(0 GINEER FL Lic= a No: E • 09 07/19/99 drawn by (checked Dj V JIc drawing no. 99 -230 sheet 3 of 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS W CD CC Z H f j U X W 1_ A NCHOR TYPE LOAD (W) PS F MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 3" -7"" (SEE NOTE 1) SPANS UP TO 5'-3" (SEE NOTE 1) SPANS UP TO 8" -5"" (SEE NOTE 1) SPANS UP TO 3'-7" (SEE NOTE 1) SPANS UP TO 5•-3° (SEE NOTE 1) SPANS UP TO 8" -5"" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 MIN. 3,000 P.S.I. CONCRETE 7 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 9 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 11 X111111111111 [11111111111111pM`> 62 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 125 12.5 12.5 12.5 12.5 12.5 7 11 1/4 "0 ITW TAPCON W/ 72 12.5 12.5 12.5 12.5 11 9 12.5 L. 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 5 9 1 - 1/2" MIN. EMBEDMENT 92 12.5 12.5 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 12.5 5 9 230 12.5 4 5 12.5 4 5 12.5 4 5 12.5 5 9 12.5 5 9 12.5 5 9 111%111» 41111111%1I«„IM‘11\> 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" w/ 1 - 3/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 L. 12.5 11 10 12.5 4 7 10 3 5 230 10 ,/ % 4 10 0 4 10 4 10 3 5 10 3 5 10 3 5 till 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 12.5 123 8 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 1/4 "0 POWERS CALK - IN W/ 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW 72 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 11 92 12.5 12.5 12.5 12.5 9 9 12.5 6 7 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 230 12.5 6 7 12.5 6 7 12.5 6 7 12.5 7 11 12.5 7 11 12.5 7 11 4 8 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 0 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6.25 1/4 "0 POWERS ZAMAC NAIL - IN W/ 1 - 1/8" MIN. EMBEDMENT 72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6.25 92 6.25 6.25 6.25 6.25 4 6 6.25 3 5 6.25 6.25 6.25 6.25 5 6.25 6.25 3 6.25 230 6.25 3 5 6.25 3 5 6.25 3 5 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 HOLLOW CONCRETE BLOCK 48 12.5 12.5 10 12.5 12.5 7 9 4 4 12.5 12.5 12.5 12.5 12.5 11 12 5 7 i■ i111111111111111111111111111111111> 62 12.5 12.5 8 12 7 5 7 3 12.5 12.5 12 12.5 9 8 9 3 5 1/4 TAPCON W/ 1 - 1/4" - MIN. EMBEDMENT IN. 72 12.5 12.5 7 10 4 4 6.25r 3 12.5 12.5 10 12.5 5 7 8 4 92 11 7 5 8% 3 6 3 12.5 8 8 10 3 5 7 4 230 6.2S 12.5 J j 3 12.5 12.5 6.25� 3 12.5 12.5 11 6.25 3 12.5 6 7 7 12.5 j 4 12.5 12.5 7 12.5 /4' 4 12.5 12.5 7 r, 4 12.5 6 8 mmnu.;enam11 ••t11\111�: :II " 1/4"0 ELCO MALE/ FEMALE "PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 4 4 12.5 11 10 12.5 1. 7 10 3 5 230 10 / 4 10 j 4 10 r 4 10 3 5 10 3 5 10 3 5 48 12.5 12.5 12.5 12.5 12.5 10 12.5 5 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 9 irlli II 62 12.5 12.5 11 12.5 10 7 10 3 4 12.5 12.5 12.5 12.5 12.5 11 12.5 4 7 1/4"0 POWERS CALK - IN W 7/8" EMBEDMENT & / 1/4 - 20 STAINLESS STEEL MACHINE SCREW 72 12.5 12.5 9 12.5 6 6 9 / 4 12.5 12.5 12.5 12.5 8 10 11 3 6.25 92 12.5 10 7 11 3 5 9 / 4 12.512 11 12.5 4 8 11 3 6 230 9 / 7� 4 9 /� 4 9/ 4 11 3 6 11 3 6 11 3 6 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 6.25 6.25 6.25 6.25 6.15 6.25 3 6 � 1/4 "0 POWERS ZAMAC NAIL - IN MIN. E EMBEDMBERM ENT 62 6.25 6.25 6.25 6.25 5 6 6.25 4 6.25 6.25 6.25 6.25 6 6.25 6.25// 5 72 6.25 6.25 6.25 6.25 3 5 6.25 4 6.25 6.25 6.25 6.25 3 6 6.25 5 230 6.25/ 4 6.25 4 6.25 0 4 6.25// 5 6.25' 5 6.25 5 5 FASTENER MAXIMUM ANCHOR SCHEDULE DESIGN LOADS AND SPANS SPACING I(N DIES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO 3" -7" (SEE NOTE 1) SPANS UP TO 5 " -3" (SEE NOTE 1) SPANS UP TO 8' -5 " (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 000M 90.0 4 8 11 11 11 11 11 11 11 11 7 1111111111V1 62 11 11 11 11 11 9 11 8 5 1/4 WOOD LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO wOCO GRAIN 72 11 11 11 11 11 7 11 6 4 92 11 11 9 11 9 6 11 6 4 230 11 6 4 11 6 4 11 6 4 1 111 5/16•' WOOD 1/4 - 20 SIDEWALK (3/4"0 1" MIN. 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6 \\\„ 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 4 0.0. BRASS BUSHING W/ BOLT HEAD) W/ EMBEDMENT 72 6.25 6.25 6.25 6.25 6 6 6.25 4 92 6.25 6.25 6.25 6.25 3 5 6.25 A 4 230 6.25 / 4 6.25 /- 4 6.25r 4 • 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. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE 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 PIECES. MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 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 WOOD FRAMING. W000 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). DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 9. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT APPROVED AS COMPLYING WITH THE SOUTH LORIDABUILDING CODE DAT BY PRODUCT C :: ROL DIVIS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 11-0 i -o1 Zz y:! Wr I- 0 Q 0 0 - o Us 0` e) fn 6 Q z w U -z > LU g V1 W z Zo 0 2J 0111 zZ op- <2 0 O N 0 CO m c ,I Ia . au _ Z •ia o va old ( >! a > alx a � e•ia NI z u i 0 :I- -I I!I1i � IONAL PROFESSIONAL NEER! 1 FL Lice - No: PE 0'• 983 fdeaign by 1 l VJK J 0 drawn by MC checked by [ checked VJK drawong no. 99 -230 sheet 4 of 4 ) CIR /e5 /0o 1 9..vc STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE ..h.. OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKOR OR STUDDED ANGLES WITH STUDS (al 6 - 1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (ah 6-1/4" 0.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS (nl 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4" 0.C. SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 8 -5 8 -5 50.0 8 -5 8 -5 60.0 8 -4 8 -4 70.0 7 -9 7 -9 80.0 7 -3 7 -3 90.0 6 -10 6 -10 100.0 6 -2 6 -6 110.0 5 - 7 6 - 2 120.0 5 -2 5 - 11 130.0 4 - 5 -8 140.0 4 -5 5 -6 150.0 4 -1 5 -3 160.0 3 -10 5 -1 170.0 3 -7 4 -11 180.0 3 -5 4 -10 190.0 3 -3 4 -8 200.0 3 -1 4 -7 210.0 2 - 11 4 - 5 220.0 2 - 9 4 - 4 230.0 2 -8 4 -3 • 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. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE 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 PIECES. MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 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 WOOD FRAMING. W000 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). DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 9. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT APPROVED AS COMPLYING WITH THE SOUTH LORIDABUILDING CODE DAT BY PRODUCT C :: ROL DIVIS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 11-0 i -o1 Zz y:! Wr I- 0 Q 0 0 - o Us 0` e) fn 6 Q z w U -z > LU g V1 W z Zo 0 2J 0111 zZ op- <2 0 O N 0 CO m c ,I Ia . au _ Z •ia o va old ( >! a > alx a � e•ia NI z u i 0 :I- -I I!I1i � IONAL PROFESSIONAL NEER! 1 FL Lice - No: PE 0'• 983 fdeaign by 1 l VJK J 0 drawn by MC checked by [ checked VJK drawong no. 99 -230 sheet 4 of 4 ) CIR /e5 /0o 1 9..vc