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873 NE 96 St (8)E 0 N tai 0 N 0� 0 0 N cr N 0 0 E c N .250 r .325 ti 1.50" STUDDED ANGLE 'J SCALE : 3" x 1 07/31/02 15:33 12.50" COVERAGE f-.093" TYP. 5.00" '1.50 1 PROOUCT MARKING PRODUCT MARKING LOCATION (OPTIONAL LOCATION) 1.50'• 14.50•• O STORM PANEL SCALE : 3•' - 1/4 S.S. STUO F 6 -1/4 0.0 OR 12 -1/2" O.C. (SEE ETAALS FOR SPACING) 5.00" "F" TRACK SCALE : HALF SIZE 1 .085 WINGNUT SCALE HALF SIZE GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE ANO GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA j ADMINISTRATIVE CODE. r- o 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR z Z PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 4 J W HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE GOES J J NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES W W DETAILED HEREIN. a s 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. o 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE F E BUI OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: ' W A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED ANO ui SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANO SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL OIVISION WHEN THE SITE CONDITION OEVIATIOHS OCCUR -Hi;; THE HIGH VELOCITY HURRICANE - C ZONE AREAS ONLY OPTION "B SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 20 GAUGE STEEL It _ .035 ") CONFORMING TO ASTM A653. STRUCTURAL QUALITY, GRADE 40, G 60 GALVANIZED COATING, WITH A MINIMUM Fy = 46.7 KSI . 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS, INC. A, OPA LOCK FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12, ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N 13. TOP 8 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1 x 1 x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W DI CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION QS) 8A I. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4_ 0 xllll BOLTS WITH IE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 09 & FOR PANEL SPANS LESS THAN 33 OVERLAP FASTENERS 8 TUBE ARE NOT REQ��Lr0JJJJIREEEE0 NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 0. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY "h" HEADER SCALE : 3" = 10 1 1/4 MAX.1 3.500" r -- -� T I1.001 1.00" SCALE : HALF SIZE 6- 1 /4 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING WIDTH UNLIMITED IPERP. TO PANEL SPANI 1 SECTION M Division 2.000" o� 0 L.... r.062" rit .DSO ,250 i.e 11 I __.. 1.987" I " h " HEADER SCALE : 3" x 1 /. - 16 GAGE GALV. STEEL GRAOE 50 STANDARD CHANNEL 0 OPTIONAL LEG c DIRECTION PRODUCT RENEWED Bs�p f d with the Florida Acoepta.oeNo02-0 ; 26 •D7 PLAN USE 1" x 1" x 16 GA STEE Tu8E WHERE APPLICABLE SEE NOTE 14 L TYPI AL ELEVATIONS 0 L 16 (Tye I mutt Coatr'0i • � TCF MOUNT llD© O VERL3.F' r/.STENERS (SEE PL ?N VIEW t NOTE 141 Zo 75 SCALE : 3 - = 1' - 5.00" OPTIONAL LEG OIRECTION SOFFIT CHANNEL SCALE : HALF SIZE Y x 1 T13E. MAY BE USED w REDUCED SEPARR + FROM GLASS IS REQLI ?FD. SEE SEPARA' .t:N FROM GLASS SCHEDU: F.. SHEET 4. ANO PLAN Vir.1/ E NOTE 14 SHEET 1 1 1 -3/4" OVERLAP MIN 12 11. GAGE GALV. STEEL ANGLE CLOSURE PIECE FA 'ENER @ 12" 0 C FOR DESIGN LOADS LESS THAN OR cJUAL TO 100 PSF AND 8" O•.. FOP DESIGN LOADS ,' /4_MAX GRE .TER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCMORI - PLAN VIEW 0 ni SCALE: 1 -1/2•' = 1' -0" 16 GAGE GALV. STEEL SECTION EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 2". 3". 4" OR S" O "U" HEADER /a,/ AI SCALE : 3•' x 1 1.00" WIDTH UNLIMITED 14 GAGE GALV. STEEL S.00'• MAX. CLOSURE 2 SCALE 3" x 1' -0" IPERP. TO PANEL SPANI (SYSTEM 2) 2•• MIN. 0 I- ZZ wD JN WO zz a ao XJ <a (- a O 0.> .125" 6063 -16 ALUMINUM S MAX. ANGLE ANGLE SCALE : 3•' x T -0" O SCALE : 3" = 1' -0" TOP MOUNT 070 OR OIRECT MOUNT W IZ U W IA J J W W Z Z as a E X c O vl 0: 0 W LL N Z 0 N c 0 Z c 0 u \ uSE 1" x 1 x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 &TYPII,AL ELEVATIONS S 8 16 EXISTING (TYP 1 EXISTING CONCRETE. HOLLOW CONCRETE. HOLLOW BLOCK OR W000 BLOCK OR WOOD FRAMING FRAMING 11/32"0 N GALV. STEEL GRADE 50 OR ALUM. r x MIN..065" KEYHOLE WASHER 4 STEEL TUBE SCALE : HALF SIZE SCALE : 3" = 1' -0" SECT ON - F .093 - TYP. 1.50 - WIDTH UNLIMITED IPERP. TO PANEL SPANI 1 ° oL{ 1 GA. BOTTOM MOUNT T ' 1 -man non1Pc(T I 17 -1/7 U --- eulISMitwn MOUNT ( C0OR DIRECT TYPICAL ELEVATION (SYSTEM 3) MOUNT I I Bar.C.M MOUNT C7 • C, CR DIRECT 6 -1/4 (TYP) TYPICAL ELEVATION (SYSTEM 1) mou 1 , i c TYPICAL ELEVATION OVERLAP FASTENERS OR REINFORCING TUBE REOUIR =J OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. 1 7 NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTC -1 TOP 8 BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED TOP E. BOTTOM MOUNTS SHALL BE "F•' TRACK OR STUOOED MOUNTS SHALL BE "F" TRACK OR STUDOEO ANGLES /(TH ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS STUDS @ 6 -1/4•' O.C. OR DIRECT MOUNTS WITH ANCHORS WITH ANCHORS @ 6 -1/4" 0.C. WITH ANCHORS @ 12 -1/2" 0.C. @ 6 -1/4" 0.C. 1© USE 1 x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 L TYPI AL ELEVATIONS ©5 L 16 (TYP.) FASTENER @ 12" 0.C. FOR OESIGN 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 ANCMORi- ,_ / 1 1/4 -20 x 3 -1/2 BOLT WITH WASHEREO WINGNUTS @ 12 -1/2" 0.C. (TYPI OVERLAP FASTENERS TYP (SEE NOTE is 14 OS 16 GAGE GALV STEEL ANGLE CLOSURE PIECE 1' x 2" MIN TO 2'"x5 "• MAX r� Qa v E O D O o J O 01 . N W I ° m m go e Ot U o U It p NZ 8 Y • V r Z. an A 0J 5 W NZ Qa <0 V <J IdJ Q W NN 0 N 4 to 1 2 Wtn �. L 2 CO�Nu QJ §10 o W z08 EE z u 9) _J : Q • co O 0 0. VJ. KNEZEVICH 1 R Uaese • PE ' 1 0983 f . � i ik 'L. dare 07/19/99 (scale 1 L As Noreo des■gn by V 1K drawn by MC ( Checked 6 VJK L draw+ng no. 99 -097 1 sheet 1 of 4 J: \CADD\Codd99\FL—Storm\99-097\R4—SUB\99-097-01.dwg a D O 1 (VERTICAL OR HORIZONTAL) 7 S 3 [ I F H x E 0 N tai 0 N 0� 0 0 N cr N 0 0 E c N .250 r .325 ti 1.50" STUDDED ANGLE 'J SCALE : 3" x 1 07/31/02 15:33 12.50" COVERAGE f-.093" TYP. 5.00" '1.50 1 PROOUCT MARKING PRODUCT MARKING LOCATION (OPTIONAL LOCATION) 1.50'• 14.50•• O STORM PANEL SCALE : 3•' - 1/4 S.S. STUO F 6 -1/4 0.0 OR 12 -1/2" O.C. (SEE ETAALS FOR SPACING) 5.00" "F" TRACK SCALE : HALF SIZE 1 .085 WINGNUT SCALE HALF SIZE GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE ANO GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA j ADMINISTRATIVE CODE. r- o 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR z Z PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 4 J W HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE GOES J J NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES W W DETAILED HEREIN. a s 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. o 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE F E BUI OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: ' W A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED ANO ui SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANO SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL OIVISION WHEN THE SITE CONDITION OEVIATIOHS OCCUR -Hi;; THE HIGH VELOCITY HURRICANE - C ZONE AREAS ONLY OPTION "B SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 20 GAUGE STEEL It _ .035 ") CONFORMING TO ASTM A653. STRUCTURAL QUALITY, GRADE 40, G 60 GALVANIZED COATING, WITH A MINIMUM Fy = 46.7 KSI . 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS, INC. A, OPA LOCK FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12, ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N 13. TOP 8 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1 x 1 x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W DI CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION QS) 8A I. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4_ 0 xllll BOLTS WITH IE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 09 & FOR PANEL SPANS LESS THAN 33 OVERLAP FASTENERS 8 TUBE ARE NOT REQ��Lr0JJJJIREEEE0 NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 0. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY "h" HEADER SCALE : 3" = 10 1 1/4 MAX.1 3.500" r -- -� T I1.001 1.00" SCALE : HALF SIZE 6- 1 /4 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING WIDTH UNLIMITED IPERP. TO PANEL SPANI 1 SECTION M Division 2.000" o� 0 L.... r.062" rit .DSO ,250 i.e 11 I __.. 1.987" I " h " HEADER SCALE : 3" x 1 /. - 16 GAGE GALV. STEEL GRAOE 50 STANDARD CHANNEL 0 OPTIONAL LEG c DIRECTION PRODUCT RENEWED Bs�p f d with the Florida Acoepta.oeNo02-0 ; 26 •D7 PLAN USE 1" x 1" x 16 GA STEE Tu8E WHERE APPLICABLE SEE NOTE 14 L TYPI AL ELEVATIONS 0 L 16 (Tye I mutt Coatr'0i • � TCF MOUNT llD© O VERL3.F' r/.STENERS (SEE PL ?N VIEW t NOTE 141 Zo 75 SCALE : 3 - = 1' - 5.00" OPTIONAL LEG OIRECTION SOFFIT CHANNEL SCALE : HALF SIZE Y x 1 T13E. MAY BE USED w REDUCED SEPARR + FROM GLASS IS REQLI ?FD. SEE SEPARA' .t:N FROM GLASS SCHEDU: F.. SHEET 4. ANO PLAN Vir.1/ E NOTE 14 SHEET 1 1 1 -3/4" OVERLAP MIN 12 11. GAGE GALV. STEEL ANGLE CLOSURE PIECE FA 'ENER @ 12" 0 C FOR DESIGN LOADS LESS THAN OR cJUAL TO 100 PSF AND 8" O•.. FOP DESIGN LOADS ,' /4_MAX GRE .TER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCMORI - PLAN VIEW 0 ni SCALE: 1 -1/2•' = 1' -0" 16 GAGE GALV. STEEL SECTION EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 2". 3". 4" OR S" O "U" HEADER /a,/ AI SCALE : 3•' x 1 1.00" WIDTH UNLIMITED 14 GAGE GALV. STEEL S.00'• MAX. CLOSURE 2 SCALE 3" x 1' -0" IPERP. TO PANEL SPANI (SYSTEM 2) 2•• MIN. 0 I- ZZ wD JN WO zz a ao XJ <a (- a O 0.> .125" 6063 -16 ALUMINUM S MAX. ANGLE ANGLE SCALE : 3•' x T -0" O SCALE : 3" = 1' -0" TOP MOUNT 070 OR OIRECT MOUNT W IZ U W IA J J W W Z Z as a E X c O vl 0: 0 W LL N Z 0 N c 0 Z c 0 u \ uSE 1" x 1 x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 &TYPII,AL ELEVATIONS S 8 16 EXISTING (TYP 1 EXISTING CONCRETE. HOLLOW CONCRETE. HOLLOW BLOCK OR W000 BLOCK OR WOOD FRAMING FRAMING 11/32"0 N GALV. STEEL GRADE 50 OR ALUM. r x MIN..065" KEYHOLE WASHER 4 STEEL TUBE SCALE : HALF SIZE SCALE : 3" = 1' -0" SECT ON - F .093 - TYP. 1.50 - WIDTH UNLIMITED IPERP. TO PANEL SPANI 1 ° oL{ 1 GA. BOTTOM MOUNT T ' 1 -man non1Pc(T I 17 -1/7 U --- eulISMitwn MOUNT ( C0OR DIRECT TYPICAL ELEVATION (SYSTEM 3) MOUNT I I Bar.C.M MOUNT C7 • C, CR DIRECT 6 -1/4 (TYP) TYPICAL ELEVATION (SYSTEM 1) mou 1 , i c TYPICAL ELEVATION OVERLAP FASTENERS OR REINFORCING TUBE REOUIR =J OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. 1 7 NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTC -1 TOP 8 BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED TOP E. BOTTOM MOUNTS SHALL BE "F•' TRACK OR STUOOED MOUNTS SHALL BE "F" TRACK OR STUDOEO ANGLES /(TH ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS STUDS @ 6 -1/4•' O.C. OR DIRECT MOUNTS WITH ANCHORS WITH ANCHORS @ 6 -1/4" 0.C. WITH ANCHORS @ 12 -1/2" 0.C. @ 6 -1/4" 0.C. 1© USE 1 x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 L TYPI AL ELEVATIONS ©5 L 16 (TYP.) FASTENER @ 12" 0.C. FOR OESIGN 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 ANCMORi- ,_ / 1 1/4 -20 x 3 -1/2 BOLT WITH WASHEREO WINGNUTS @ 12 -1/2" 0.C. (TYPI OVERLAP FASTENERS TYP (SEE NOTE is 14 OS 16 GAGE GALV STEEL ANGLE CLOSURE PIECE 1' x 2" MIN TO 2'"x5 "• MAX r� Qa v E O D O o J O 01 . N W I ° m m go e Ot U o U It p NZ 8 Y • V r Z. an A 0J 5 W NZ Qa <0 V <J IdJ Q W NN 0 N 4 to 1 2 Wtn �. L 2 CO�Nu QJ §10 o W z08 EE z u 9) _J : Q • co O 0 0. VJ. KNEZEVICH 1 R Uaese • PE ' 1 0983 f . � i ik 'L. dare 07/19/99 (scale 1 L As Noreo des■gn by V 1K drawn by MC ( Checked 6 VJK L draw+ng no. 99 -097 1 sheet 1 of 4 J: \CADD\Codd99\FL—Storm\99-097\R4—SUB\99-097-01.dwg SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 2) GLASS OR ODOR SEE MIN. SEPARATION FROM GLASS SCHEOULE (TABLE 2) I i ' k A 4111p1U vvv U uVul GLASS OR DOOR 07/31/02 15:34 AXi EXISTING CONCRETE HOLLOW BLOCK OR "W000 FRAMING ANGLE TO WALL DETAIL A Q WALL MOUNT SECTION SCALE : 3" = V -0" W000 STUDS (ft 5/8" MAX. 24" O.C. MAX. SCALE : 3" = 1' -0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 2' CO T. 1/2" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE i' CONT. • *14 5.11.5. ({it 10" O.C. 2 - I/4"0 x 4 -1/2" 5.5. LAG SCREW (m 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 1" x 4" x .125" OR 2" x 4" x .125" AL. TUBE OR 2" x 6" P.T. W000 W/ 1/4 LAG SCREWS (® 12" O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE THIS OETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. i © PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 PSF. WALL MOUNT SECTION (BOTTOM) 1 /4" MAX. 1/4 -20 MACHINE BOLT L WINGNUT 0 (0 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 1) EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) 1/4 -20 MACHINE BOLT i WINGNUT pg (81 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONOING TO STUOS SPACING (SEE TABLE 1) SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 GLASS OR 0008 © CON T. SCALE : 3" = 1' - GLASS OR 000R SEE MIN. SEPARATION FROM GLASS SCHEOULE (TABLE 2) SCALE : 3" = FASTENER. SEE ANCHOR SCHEDULE. CONNEC TIO /8" MAX. EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING J J W 2 0. 1/4 -20 MACHINE BOLT E L WINGNUT p @ 6 -1/4" O.C. OR 12 -1 /I" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 3• CEILING /INSIDE MOUNT SECTION 0 O WALL MOUNT SECTION (DIRECT MOUNT) EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING REMOVABLE FASTENER (81 6 -1 /4" 0.C. MAX. FOR SYSTEMS 10A 2 ANO (® 12 -1/2" O.C. MAX. FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE1'. USE 1/4 -20 STAINLESS STEEL TRUSS MEAD BOLTS WITH KEYHOLE WASHER 1. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOL MASHER BY Miami 26.0 7 p R. VJ. ICUEZEVICH ( 0913 11 1 /4" MAX. 2 1- 0 2 1/ L ELCO MALE WITh WASHEREO WINGNUT (t1 6 - 1/6" O.C. MAX. FOR SYSTEMS 1 OR 2 ANO (A 12 - 1/3" O.C. MAX. FOP SYSTEM 3. BUT DO NOT EXCEEO SCHEOULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECT 'TYPE 1' EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING GLASS OR DOOR FASTENER. SEE ANCHOR ' SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • --1- /4 F COMPO ANO " OR 3/4" F R N OMPONENTI. GLASS SCHEOULE (TABLE 21 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 FROM GLASS SCHEDULE (TABLE 2) SEE MIN. SEPARATION FROM OPTIONAL LEG DIRECTION 1/4 -20 MACHINE BOLT L WINGNUT @ 12" O.C. TYP. TOP L BOTTOM O OR /2 ENT 1/4 -20 MACHINE BOLT L WINGNUT 0 el1 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) NOTE :USE OF THIS DETAIL IS UMITED TO s72 PSF © BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" 5 /8" MAX. red ur 11 J OR1 "x 4"x.125" AL. TUBE (OPTIONAL( GLASS OR 000R SEE MIN. SEPARATION 0 F SOFFIT MOUNT DETAIL SCALE : 3" = V -0" NOTE : USE OF THIS DETAIL IS LIMITED TO -_72 PSF. THREE 1/4 "0 W000 SCREWS W/ 2" MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER € 24" 0.C. MAX.) 2 x WOOD JOIST. TRUSS OR RAFTER *12 SMS BETWEEN TRuSSES (a) 10" 0.C. MAX. - -1/4" MAX. PRODUCT RENEWED se co ply with the Florida • o Acceptance No 02,- O E>.pltados Date o Dirbioa 1/4" MAX. date 07/19/991 L scale 1 AS NOTEOJ (design by 1 l VJK ( drawn by MC (chec by [ checked drawing no 99 -097 sheet 2 of 4 1 -000JW 1- it STORM PANEL SCHEDULE SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR OVERLAP FASTENERS OR NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. "h" OR REINFORCING. TUBE REQUIRED. REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE TOP & BOTTOM MOUNTS TOP & BOTTOM MOUNTS NEGATIVE "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK SHALL BE "F" TRACK OR SHALL BE "'F" TRACK OR DESIGN OR STUDDED ANGLES WITH STUDDED ANGLES WITH STUDDED ANGLES WITH LOAD (W) STUDS @ 6 -1/4" O.C. OR STUDS (a 6 -1/4" O.C. OR STUDS @ 12 -1/2" O.C. OR (P.S.F.) DIRECT MOUNTS WITH DIRECT MOUNTS WITH DIRECT MOUNTS WITH ANCHORS (01 6 -1/4" O.C. ANCHORS @ 6-1/1." O.C. ANCHORS (al 12 -1/2" O.C. MAX. MAX. MAX. PANEL PANEL PANEL LENGTH LENGTH LENGTH (FT. - IN.) (FT. - IN.) (FT. - IN.) 30.0 11 -0 11 -0 8 -8 40.0 11 -0 11 -0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 _ 10 -1 10 -1 8 -8 70.0 9 -8 9 -9 8 -8 80.0 8 -7 9 -5 8 -1 90.0 7 -8 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 110.0 6- 3 8- 4 5- 10 120.0 5 -9 7 -11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 4 -11 7 -4 4 -7 150.0 4 -7 7 - 4 -3 160.0 - - -- 4 - 3 6 - 11 4 - 0 170.0 4 -0 • 6 -8 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 2_)0.0 3 -5 5 -11_ - --- - - - 3 -3 -- --- -- -- _ 2 10.0 3 - 3 5 - 8 - -- 3 - j 220.0 3 -2 - - -1 5 -5 2 -11 730.0 3 -0 5 -2 2 -9 N N a/ Cr 0 07/31/02 15:35 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING O ALT. BUILD -OUT G MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING WIRE LATH MAY BE USED AS TYPKAL REINFORCEMENT OVER EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION •TYPE 1 • SCALE 3" = 1' -0" ALUM. OR GALV. STEEL SPACERS AS REO'D FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION •TYPE 1 • LC OF - F T KALK— 1I IMI SEE MIN. EPARATION FROM GLASS SCHEDULE (TABLE 21 SCALE : 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 • 1/6 -20 MACHINE BOLT L NUT @ 12" O.C. (TYP. TOP L BOTTOM( EOUAL 1 /6" MAX. 0 1/6 -20 MACHINE BOLT L WINGNUTO9 (a 6 -1/6" O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE W000 FRAMIN CONNECTION 'TYPE 1 • Ili 1,41 t r i lr 4.i. 111111 I, Mil N O 0 O 1/2" SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 ALUM OR GALV STEEL SPACERS AS REO'0 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • O ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL ® "F" TRACK CONNECTION TO ® EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • S r o z STUCCO + FINISH FINISH ISH (LEG MAY � L O 'f BE REVERSED) WIRE LATH MAY 0. SEE MIN. BE USED AS TYPICAL X SEPARATION FROM REINFORCEMENT OVER 1/6 -20 MACHINE GLASS SCHEDULE LEG OF "F" TRACK Y BOLT L WINGNUT (2 ) (TABLE 2) (el 6 -1 /6" O.C. OR 12 -1 /2" O.C. USE 0 STORM STUOS SPACING , F TRACK CONNECTION TO LENGTH CORRESPONDING TO �� �� (SEE TABLE 1) TYP TOP L BOTTOM NEW STRUCTURE DETAIL SCALE : 3" = 1• -0" 1/6 -20 MACHINE BOLT L WINGNUT (6 6 -1 /6" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 1/6 -20 MAC NE BOLT L WINGNUT 9 elf 6 -1 /6" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 ANGLE MAY VARY O ALT. CORNER DETAIL SCALE • 3" = 1• -0" 0 INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2" 1' -0" OPTIONAL HANOLE LOCATION 1/6 -20 S.S. BOLTS L WINGNUT (A MIOPOINT OF PANEL SPAN OR O9 --V sr 0.C. MAX. (TYPI x 2" a .125" MIN. CONT 3105 -1116 OR 6063 -16 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE NOTE : USE OF THIS DETAIL 3/8 "40 HOLE FOR FASTENING PANEL 8" x 3" x 1/6" x 1' - 1 -1/2" ALUMNUM ANGLE AL. STUO ANGLE 3/6" 1 i //,; // 1- 1/ 2" -1 PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/6 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 8" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 1/6 -20 STUD W/ NUT 0 STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1 -1/2" = 1• -0•' 1/6 "0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. (2l 3" 0.C. OR 1/6 "0 POWERS STEEL DROP -IN W/ 1" MIN. EMBEO. IN CONCRETE (81 3" O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. IS LIMITED TO 72 PSF AND A MAX.. PANEL LENGTH OF 11' - ". PRODUCT RENEWED B.� o tic Florida Acceptance No02 - o $ 26• &Oratb. Date • L o 8 I • I.L /, BY Miaa>I Division rodvct Cantrol N m cl � 1. • I D s g 3 N H • H W 0 0 • - 8 ▪ g a?. � N Z � m QJ w w NZ Qa <O CC N <-1 WLU O LY NN VJ. KNEZEVICH PROFESSIONAL ENGINEER R. llcew Ny!£ 0010981 I > u Z S 4 a Y 3 6 0 0 -1 al dare 0 ri tale l by In L AS N OTED JL MCI )de s•9n by � VJK I 2002 checked b n V .191 drawing no. 99 -097 sheet 3 of 4 ) 02 03: 35: 40pm SEE STORM PANEL SCHEDULE Print Information: SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEOUL EDGE DIST. MAX. PANEL LENGTH SEE STORM PANEL SCHEDULE I ANCHOR SCHEDULE FASTENER'MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD PS F MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5' - 6" (SEE NOTE 1) SPANS UP TO 8' - 7•' (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 / ONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION 1 TYPE 2 3 CONNECTION TYPE 1 2 3 MIN. 3,000 P.S.I. CONCRETE i11J 111111111111R11111111111111111 48 12.5 12.5 12.5 12.5 9 11 12.5 5 6.25 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 62 12 12.5 10 12.S S • 12.5 3 5 12.5 12.5 12.5 12.5 7 10 12.5 4 8 1 /4 "0 ITW TAPCON W/ 1 - 1/2" MIN. EMBEDMENT 72 12.5 10 9 12.5 4 6.25 12 3 4 12.5 12.5 12.5 12.5 5 9 12.5 3 7 92 12.5 6.25 7 12 3 72 9 5 3 12.5 7 11 12.5 3 7 12 6.25 5 230 8 / 3 8 8 a 4 3 10 /.,, 4 10 / 4 10 4 IN- o' OCIE m 1 /4" ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 4 8 12.5 12.5 11 12.5 6 12 5 12.5 12.5 12.5 12.5 6.25 8 12.5 6.25 62 12.5 10 8 12 3 9 / 4 12.5 10 10 12 3 6.25 9 / 5 72 12.5 7 7 10 / 8 3 12.5 7 8 10 3 5 8 4 92 12.5 4 6 8 / 6.25 A 12.5 4 6.2S 8 A 4 6.25a 3 230 5 I /I %/E M 5 i Mare ti , 1/4 - 0 POWERS W/ 7/8" & 1/4 - 20 STEEL MACHINE CALK EMBEDMENT STAINLESS -IN SCREW. 48 12.5 12.5 12.5 10 12.5 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 8 12.5 6.25 12.5 12.5 12.5 12.5 • 12.5 12.5 • 10 72 12.5 11 12.5 • 7 12.5 5 12.5 12.5 12.5 12.5 11 12.5 9 92 12.5 : 8 12.5 5 12.5 4 12.5 10 12.5 12.5 8 12.5 7 230 11 3 11 3 11 3 12.5 3 6 12.5 6 125 6 n 48 6.25 • 6.25 6.25 • 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 Q 62 6.25 • 6.25 6.25 6.25 6.25 5 6.25 6.25 6.25 6.25 6.25 6.25 / 6 1/4"o ZAMAC W/ EMBEDMENT J POWERS NAIL -IN 1 - 1/e" MIN. 72 6.25 • 6.25 6.25 5 6.25r 4 6.25 6.25 6.25 6.25 6.25 6.25 5 92 6.25 6.25 6.25 / 4 6.2S ' 3 6.25 4 6.25 6.2S , 5 6 25 4 230 S �� S � S , �� � 6 3 6 3 6 3 I HOLLOW CONCRETE BLOCK 48 12.5 7 9 7 / 3 12.5 12.5 10 11 U6.25 9 5 62 11 5 7 5 12.5 8 8 9 5 7 4 ri 11111111111111111111111111111111> 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 72 10 4 6.25 / 5 5 7 7/ 4 6 / 3 92 7 ;, 3 5 / y � 4 A 9 5 6 �i 3 4 230 3 NM 12.5 11 12.5 %O. 6 7 3 12 !AEI 3 5 i� tic / 33 //� 12.512512' 12.5 3 12.5 4.1' 6.25 4 12.S rr L 6.25 052=02v. 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ WITH 1/4 -20 MACHINE 1 -1/4 MIN. EMBEDMENT SCREW OR WINGNUT 48 12.5 12.5 62 10 8 12 3 5 9 4 12.5 10 10 12 3 6.25 9 / 5 72 12.5 7 7 10 4 8 r 3 12.5 7 8 10 3 5 8 4 92 12.5 4 6 8 lo 3 6.15 4., 12.5 4 6.25 8 ;,i� 4 6.2590 rel,4 3 230 5 EVA 5 Ari 5 %/ 5 1/4 "0 POWERS W/ 7/8" b 1/4 STEEL MACHINE CALK STAINLESS STAINLESS -IN NT SCREW 48 12.5 12.5 9 12.5 6 10 11.5 12.5 12. 9 t2.5 7 62 12.5 9 7 10 4 8 12.5 11 12." 7 10 5 4 72 12.5 6 6.25 9 4 7 r 12.5 9 11 6 8 92 11 3 5 7 3 5 � 12. 7 8 ' 4 7 3 230 4 4 4, S ►►// I ' 3 S 3 S 3 48 6.25 • 6 2S 6 25 j 5 25 • 6.25 6.25 5 6.25 6.25 6 62 6 25 • 6 25 6.25 6 25 • 6 25 6 25 3 6 6 25 4 / u- - J ) 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 62 6 25 6.25/ / 6 6.25 6.25 6. 2 al 5 6. 2S / 4 72 6 25 3 5 5 3 4 " 6 2S 3 6.25 6.25% 4 5 3 230 4 ME 4 %LI/I 4 i re � ©ara I I i `ANCHOR SCHEDULE F ASTENER MA]QMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LW) P SF MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNEC CONN CONNEC 1 2 3 1 2 3 1 2 3 000M 2-1/4 ,11111111N1> W000 LAG W/ MIN. THREAD ;HEAR OR PERP. GRAIN 48 11 11 11 11 11 7 11 8 5 N/A 62 11 11 8 11 7 5 11 5 4 1/4 "0 1 -3/4" PENETRATION PARALLEL TO W000 72 11 11 7 11 6 4 11 4 3 92 11 8 6 11 4 3 11 3 N/A 230 11 _AMMON 2 -1/4 2 -1/4 3 3 2 -3/8 2 -3/8 3 3 3 -1/2 3 - 1/2 3 -t/2 N/ A 1 -1/4 1/8 - 2_ 4 2 - ^___ 3 ■' 5/16 "m W000 1/4 -20 SIDEWALK (3 /4 "m 1" MIN. 48 6.25 6.25 6.25 6.25 6 6.25 4 e I t11m 6 2 6.25 6.25 6.25 6.25 4 6.25 3 O.D. BRASS BUSHINGS W/ BOLT HEAD) W/ EMBEDMENT • 72 6.25 5 6.25 6.25 4 6 3 92 6.25 3 4 6/ / 3 4 230 a 4 v A 4 / 4 / / /� QmJ N MIN. SEPARATION FROM GLASS SCHEDULE _ POSITIVE DESIGN LOAD (W) (P.S.F.) MAX. PANEL LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) SYSTEMS 1 & 2 SYSTEM 3 MIDSPAN TUBE MIDSPAN BOLTS NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1 /6 8- 5 2-1/4 2 -3/8 3 -1/2 1 -5/8 8 8 3 3 3 -1/2 1 -3/4 11 -0 3 3 N/A 2 -7/8 50.0 5- 7 ------ - 5 - - 8 - _8_ 10 - 6 2 -1/4 2 -1/4 2 -3/8 2 -3/8 3 -1/2 -- - - -- -- 3 -1/2 3 -1/2 1 -1/4 1 -7/8 - - _ - - 3 - - - - 3 - - -- - 1 -7/8 3 3 N/ A - 3 60.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8 5 2 -1/4 3 .� -3- 2 -3/8 3 -1/2 2 -= 2 - 8 710 3 - -_ _- _ -- 3 -1/2 _ `- 2 -1/8 3 N/A - 3 70.0 5- 7 3 - 5 - 8 9- 9 2 -1/4 2 -1/4 3 3 2 -3/8 2 -3/8 3 3 3 -1/2 3 - 1/2 3 -t/2 N/ A 1 -1/4 1/8 - 2_ 4 2 - ^___ 3 0 0 C 07/31/02 1 5:35 N / A j J Ux 3 ' 002 y a a o olio no no faare 07/19/99) (scare drawn Oy I AS NOTEOI MC checked by VJK design by 1 VJ drawing no 99 -097 sheet L of L 1 DESIGNATES CONDITIONS WHICH ARE NQT ACCEPTABLE USES 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 3. 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 W000 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 W000 FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD 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. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. PRODUCT RENEWED e complyi.i with the florli fluid's' Code 0 / Expire tfoq Datco -- By Nivel Division v" Z H .1- w u Q _0 U c 0 . N N cC Q W z a3 � y W 4 - ) 0 N w N Z Y 0 0-� w NZ Q a <0 � LIJ O w N V1 . z W 0 a a V W ra re z 0 0 12 v 0 <9r 0 U) - LL , QJ��o OW 208 Z rn � a Tram 11_ 0 o co 0. VJ.IWEZEVICN PROCESSIONAL a 1090 , Signed: (INSPECTOR) Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -762 Printed: 6/11/2004 Applicant: RICHARD HUDSON Owner: HUDSON RICHARD JOB ADDRESS: 873 NE 96 ST Contractor METAL SHIELD CORP Local Phone: 954- 316 -5011 Parcel # 1132060142840 Building Permit Contractor's Address: 5446 N. W. 24TH ST. #1 Permit Status: APPROVED Permit Expiration: 11/30/2004 Construction Value: $3,250.00 Work: HURRICANE PANELS Page 1 of 1 Legal Description: 5 6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOTS 25 & 26 BLK 74 LOT SIZE 100.000 X Fees: Description Amount FEE2004 -5970 Building Fee $180.00 FEE2004 -5971 CCF $2.40 FEE2004 -5972 Training and Education Fee $0.80 FEE2004 -5973 Technology Fee $4.50 Total Fees: $187.70 Total Fees: $187.70 Total Receipts: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 13 46 , 0810 Miaml Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: Submittal Fee $ (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: ; : - 1 756.8972 Imo: I ErVED 2004 1 Permit Type (circle): ( Buildit Electrical Plumbing Permit No. � ,:9-O04 - 1(o • Master Permit No. Mechanical �� Roofing _I V Owner's Name (Fee Simple Titleholder) 2 \( (C U. \a1 Phone # , �' c za L' viq Owner's Address 5 \ r CAL_ ■ City State 1 Tenant/Lessee Name Phone # Zip Job Address (where the work is being done) 'x 3\ i\E- C- (44) s • City Miami Shores Village 11 County Miami -Dade Zip D31 3'g Is Building Historically Designated YES NO L- Contractor's Company Name [F\\ S1�, +� Contractor's Address L 7 .' I 4 ' rJ1 2___, 1 ,3-\-- Cit .{xvki C. \ Q_ State ,- ( Zip -3 _) Qualifier } k k \ , 1 -Nt. . 1 d ' e .� 1 Architect/Engineer's Name (if applicable) Phone # Alteration ONew Phone #P 3 1(J2 aj l Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ❑ Repair/Replace ❑ Demolition Permit Fee $ I Pa Notary $ Training/Education Fee $ ? Technology Fee $ '1 SD Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ I 7 i 1) j 2s / - CCF $ d� , 0 coicc Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RE,CORID A NOTICE OF COIVIIVIENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatbre (L____1) – Owner or Agent Contractor The foregoing instrument was acknowledged before me this �(9 The foregoing instrument was acknowledged before me this2 day of , 20 ° y, by , day of , 20 01, by Ha 'on nit ',hoc d o , who is personally known to me or who has produced who is CS* :NA - '"\s identification and who did take an oath. NOTARY P i : a Iy Y o'• IRIS J. THEN MY COMMISSION # DD 235121 Sign: /ma ; Bonded Thar � Wary Pu bic Underwriters 9k NM Signature nown to e or who has produced as identification an r who did take an oath. OTARY PUBLII Sign: Print: lllll ,.1 My Commis& s: ndedythrouttn nmo Print: P /.I . 1 My Commission Expires: aLt-ti a007 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. 936,5 Cc (J 2 APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning I 00 X M M VI X M kin X ON vl X CA N 1 4 n X 00 M 6p92" 6p61" 2p61" 2p49" 3p56" GARAGE 4p61" x 3p60" 4p61" w 39x52 43x53 20 GAUGE STEEL PANELS PEAK ROOF HEIGHT = 16' p = PANELS I 190x80 I I 37x53 I 15p85" 3p61" 3p61" 6p92" 12p70" 84x65 140x65 O 3p61" w X U w 3p49" LA) v X LA W 65' © ® 2p63" 7p48" 5p62" 7p47.50" 3p62" 8p62" i 65' 15 0 15 20 25 30 35 40 45 50 0.5 46.5 -49.3 45.7 -48.5 44.6 -47 7 43.6 -47.3 43 4 -46.5 42 6 -46.1 42.2 -45.7 41.8 -45.7' 41 8 16 -51.1 47.1 -49.9 46.3 •49.1 45.1 -48 3 44.3 -47.9 43 9 -47.1 43.1 - 46.7 42.7 -46 3 42.3 -46.3 42.3 18 -52.4 48.3 -51.1 47.5 -50.3 46.2 -49.5 45.4 -49.1 45.0 - 48.3 44.2 -47.9 43.8 -47.5 43.4 -47.5 43.4 20 -53 5 49 4 -52.3 48.5 -51.5 47.3 -50 6 46.4 -50.2 46 0 - 49.4 45 2 - 48.9 44 8 -48.5 44.3 -48.5 44 3 22 -54.6 53.4 •52.5 . -51.6 -51.2 -50 4 -49.9 -49.5 -49.5 50.4 49.5 48.2 47.4 46.9 46.1 45.7 45.2 45 2 24 -55.6 � v �' -53.5 52.6 -52 2 -51 3 -50.9 -50 4 •50.4 51.3 49.1 48 3 47.8 46.9 46 5 46 1 46.1 26 -56.6 -55.3 -54.4 -53.5 -530 -52.2 -51.7 -51.3 -51.3 -56 8 52.2 51.3 50.0 49.1 48 6 47 7 47 3 46 9 46 9 28 -57.5 -58.1 -55.2 -54 3 -53 9 -53 0 -52.5 -52.1 -52.1 -57.8 53.0 52.1 50.7 49.8 49 4 48.5 48 0 47.6 47.6 30 -58.3 57.0 -56.0 -55.1 -54 7 -53 8 -53.3 -52.9 -52.9 -58.8 53.8 52.9 51.5 50.8 50 1 49 2 48 7 48.3 48.3 34 -59.9 -58.5 -57.5 -56.6 -56 1 -55.2 -54.7 -54 3 -54.3 -59.7 55.2 54.3 52.9 51.9 51 5 50.5 50.1 49 8 49 6 38 -61.3 -59.9 -58.9 -57.9 -57.5 -56.5 -56.0 -55.5 -55.5 -60.6 56.5 55.5 54.1 53.2 52.7 51 7 51.2 50.8 50 8 42 -62.6 61.1 -60.2 -59.2 -58 7 -57.7 -57.2 -56.7 -56.7 -62.2 57.7 56.7 55.3 54 3 53.8 52.8 52.3 51.8 51.8 46 -63.8 -62.3 -61.3 60.3 -59.8 -58 8 -58.3 -57.8 -57.8 -63.7 58.8 57.8 56.3 55 3 54 8 53.8 53.3 52.8 52 8 50 -64 9 -63.4 -82 4 61. -60.9 -59 9 -59 4 -58.9 -58.9 -65.0 59.9 58.9 57.3 58.3 55 8 54.8 54.3 53.8 53.8 54 -66.0 -64.5 -63.4 62.4 -61.9 60.8 -60.3 -59.8 -59.8 -66.3 60.8 59 8 58.3 57.2 56 7 55.7 55 2 54.7 54 7 60 -67.5 -65.9 -64.8 63.8 -63 3 62 2 -61.7 -61.2 -61.2 -67.5 62.2 61.2 59.6 58 5 58 0 56 9 56 4 55 9 55.9 I 15 '10 15 20 25 30 35 40 45 50 -62 3 -60.3 -58.0 -56 8 -55 6 -54.8 -54 0 -53.2 -52 4 46 5 45.3 44.6 43 8 43.4 42 6 42.2 41.8 41.8 16 -63 1 -61.1 -58.7 -57 5 -56.3 -55.5 -54.7 -53.9 -53 1 47.1 45.9 45 1 44 3 43.9 43.1 42.7 42.3 42.3 18 -64.6 -62.6 -60.1 -58.9 -57.7 -58.9 -56.1 -55.2 -54.4 48.3 47.1 48.2 45.4 45.0 44.2 43.8 43 4 43.4 20 -68.1 64 0 -61.5 -60.2 -59.0 -58.1 -57.3 -58.5 -55.8 49.4 48.1 47.3 46.4 46.0 45.2 44.8 44.3 44.3 22 -67.4 -65.3 -62.7 61.5 -60.2 -59.3 -58.5 -57.6 -56 8 50 4 49.1 48.2 47.4 46.9 48.1 45.7 45.2 45.2 24 -68.7 -66.5 -63.9 -62.6 -61.3 -60.4 -59.6 -58.7 -57.8 51.3 50.0 49.1 48.3 47.8 48.9 46.5 48.1 48.1 26 -69.8 -67.6 -65.0 -63.7 62.3 -61.4 -60.6 -59.7 -58.8 52 2 50.8 50 0 49 1 48 6 47.7 47.3 46 9 46.9 28 -70 9 68 7 -68.0 64 7 -63.3 -62.4 -61.5 -60.6 -59.7 53 0 51.8 50.7 49 8 49.4 48 5 48.0 47.6 47.6 30 -72 0 -69.7 -87 0 -65.6 - 64.2 -63.3 -62 4 -61.5 -60.6 53.8 52.4 51.5 50.6 50.1 49.2 48.7 48 3 48.3 34 -73.9 -71,6 -68.8 -67.4 -66.0 -65.0 -641 -63.1 -62.2 55 2 53.8 52.9 51.9 51.5 50.5 50.1 49.6 49.6 38 -75 7 -73.3 -70.4 69.0 -67.5 -66.8 -65.8 -84.6 -63.7 56.5 55.1 54.1 53.2 52.7 51.7 51.2 50.8 50.8 42 -77.3 -74.8 -71.9 -70.4 -69.0 -68.0 -67.0 -66.0 -65.0 57.7 58.2 55.3 54 3 53 8 52.8 52.3 51.8 51.8 46 -78.8 -78.3 -73.3 -71.8 -70.3 -69.3 -68.3 -67.3 -66.3 58.8 57.3 56.3 55.3 54.8 53.8 53.3 52.8 52.8 50 -80.2 -77.6 -74 6 -73.1 -71.5 -70.5 -69 5 -68.5 -67.5 59.9 58.3 57.3 58.3 55.8 54.8 54.3 53.8 53.8 54 -81.5 -78.9 -75.8 -74.2 -72.7 -71.7 -70.6 -69.6 -68.8 60 8 59.3 58 3 57 2 56 7 55 7 55.2 54.7 54.7 60 -83.3 60,7 -77.5 -75.9 -74.3 -73.3 -72.2 -71.2 -70.1 62.2 60.6 59 6 58 5 58 0 56.9 56.4 55.9 55.9 2001 FLORIDA BUILDING CODE ASCE - 1 -98 D ESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR .ZONE 5 PRESSURES - MEAN R !)l)= tJ =IrLJT FT PR= SSIIR_4', TRIBUTORY AREA, SQUARE FEET r i�AN ROOF ,-, i 3i T, FT PRESSURES, F5F r- TRIBUTORY AREA, SQUARE FEET WIND SPEED = l4�i"iFl� EXPOSURE '0' NvNZ ZONE COMPLIANT BASED ON Kd•0.85 SEE TABLE NOTES FOR ALT Kd GENERAL NOTES: -THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ONLY VALID WHEN SIGNED • RAISED SEALED BY FRANK L. SENNARDO, PE. •• ALTERATIONS, ADDITIONS. HIGHLIGHTING. OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PE1R IITTED AND INVALIDATE OUR CERTIFICATION. I) THIS SPECIFICATION 15 INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND SPEED, EXPOSURE. AND OTHER COEFFICIENTS LISTED HEREIN 51 4ALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE 15 OFFERED HEREIN. 2) THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN ( INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE vALUES 11 - I1CH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODE 5. 3) DESIGN IS BASED ON THE 3 SECOND GUST (WIND SPEED) FOR A CATEGORY II (GENERAL RESIDENTIAL COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I.1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt•Ly FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. GCpI•. -0.18 ENCLOSED BUILDING ONLY. vERIFY USE OF Kd•0B5 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT AND ANT PRODUCT APPROVAL RESTRICTIONS THAT MAY BE USED. HVHZ • HIGH VELOCITY HURRICANE ZONE (SEE 2001 FBC). TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 4) ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 5) NO CERTIFICATION 15 OFFERED FOR 714E INTEGRITY OF 71-4E 1-1057 STRUCTURE. 6) EXCEPT AS EXPRESSLY PROvIDED HEREIN. NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. MEAN ROOF HEIGHT e • THE IO% OF THE MINIMUM BUILDING PEAK ROOF HEI&H WIDTH BUT NOT LESS THAN 3'. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. EAV= ROOF HE 16 HT - tNST,RUCTIONS FOR TABLE USE: /\ - TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' 15 DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOI N VARIABLE AS DESCRIBED BELOW. USE OF CRITICAk CONDITIONS REQUIRED FOR USE WITH THESE TABLES. -FOR SITUATIONS THAT REQUIRE A KO. 1.0, MULTIPLY TABLE VALUES BY 1.18. VERIFY Kd REQUIREMENTS WITH MUNICIPALITIES AND PRODUCT APPROVALS PRIOR TO TABLE U5E. - USE OF TABLES VALID ONLY FOR BUILDINGS UP TO 60' ROOF HEIGHT. - TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10 DEGREES SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. - IDENTIFY 714E BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE 1•IEAN ROOF HEIGHT CANNOT BE IDENTIFIED. USE 744E PEAK ROOF HEIGHT. - ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CCNSERVATIVE ASSUMPTION. - USE EAVE ROOF HEIGHT FOR ROOF SLOPES LESS THAN OR EQUAL TO 10 DEGREES (SEE FIGURE). - CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (LENGTH • WIDTH). USE THE AREA BETLLEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETLLEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED. THE MOST CRITICAL (10 SQUARE FEET/ SHALL BE USED. ALWAYS ROUND TRIBUTARY , RfAiii0U.N TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PJBLISHED, USE THE LA,EST PUBLISHED vALUE OR CONSULT AN ENGINEER_ =Y THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING 15 TO BE BRED THE MORE CRITICAL (ExTERIOR) ZONE. POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. ISOMETRIC a WALL ZONE FIGURES 1••• DODIM Y •M 700 17r o •AYR L r0 buu •01t♦ iW uf, 1.111011.11101.11 CO•Y 1L MIT. GD•/1 O 4 ,01 o...DD Y�.. 4,00,77..70.7.11....../... y tD n» 1707.1707.4.17 I1 • •7, I. V.LID( I r:: I2 C■GDICCR M4 0000 L. . s. . s�vuroo. ms retie GOOO roR rb�De Ot • (. (J• 100 RE v15 IONS DESCRIP SCALE: 1474, DRALL 1 BY: 1-L5 DATE - -J = tilAIMMIRP J05 • 5 EET: 1 OF 1 1 M I A M 1•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26 Avenue Opa Locka, Florida 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET., SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (205) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or.material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.035" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -097, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated July 31, 2002, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and foLowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02 0531.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 0826.07 Expiration Date: 01/04/2008 Approval Date: 09/19/2002 Page 1 06/11/2004 10:24 9549738834 METALSHIELD A RECORDED COPY MUST BE POSTED ON THE JIB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAXI FOLIO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Irr : rovements will be made to certain real property, and in accordance with Chapter t13, FIl rida Statutes, the following information is provided In this Notice of Commencement. 2. Description of improvement: ( --0" l 7 , � �p akal ' —'- � In v -ij : CUrt.1 _ 3. Owner(s) name and address: f. is Ct( A A- -\06.7 eS1r\ck-e 3 Interest in property: Name and address of fee simple titleholder 4. Contractor's name and address: r(\ 5, Surety: (Payment bond required byl owne from con actor, If any) Name and address: Amount of bond $ 6. Lender's name and address: j 7. Persons within the state of Florida desigi ated by 0 provided by Section 713.13(1)(a)7., Florida ; Itatutes, Name and address: Sworn to and subscribeefore me this day of Notary Public Print Notary's Name _12 '7fre, 1 My commission expires: , L c94 123.01 -52 PAGE 4 8/02 STATE OF FLORIDA, COL PAGE 02 1 III11111I111 Ili1 lull 111!1 I III I II I II 1111 1111 <:::FIV 200480.43214 DI Bk 22367 Ps 4328; (las) RECORDED 06/03/2004 15:52 :18 HARVEY RUVINn CLERK OF COURT MIAMI -DADE COUNTY'. FLORIDA LAST PAGE 1, Legal description of property and streeV address: L± ZS t2 ibeLL ;;i•1 I minim i. �- , O tr 40. it t �l,�A�i� -..- • • 0 oti oriigi 1t (dud it; ini; Afrka sn HARVEY RLIV!N, ill • o; Ili the s or othi, documents may be served as 8. In addition to himself, Owners designate: the following person(s) to receive a copy '::f the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commer :ement: (the expiration date Is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name _ ' Prep;,. red by . Address: .42O //A 0 " 4-7 e MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date . /� Type . � -J H✓ e Insp'n a SYS Permit No. tP G - 7672 Name tip av n Address I " cm 6j Company alw Y Approved Correction Re-Insp'n Fee Phone # Inspection Date -7 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name �r Address Company - Phone # Inspection Date l' Approved Correction Re-Insp'n Fee Date Type Insp'n Permit No. Name Address Company Phone # MIAMI SHORES VILLAGE 1 2-7 1. 3 ) BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Inspection Date Approved Correction Re- Insp'n Fee Y � 51()o }- - FPM I bPo4 — 1 . oucmOtn ?5 r)eQ1CQ tSu- 31 - 5C TypeInsp'n , ,/., •‘, .• ; i .. 1 • P ermit No ,f„ ,,,, _ ,,•,,,, , 4 V, ..,4 (f Name 2 'Y. ,,. 33','-'• , ..,' ''3 Address _ Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Inspection Date Approved Correction Re-Insp'n Fee 1:e \ 7' • „ e g • • L • • 71‘, • , 33,