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550 NE 96 St (13)
"orida torm Panels 4475 N. W. 26 Avenue • Opa- locca, FL 33054 • (305) 685 -9990 • (305) 68 - ) 5 9000 •FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL, AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the .060 Aluminum panels under renewal number 02- 0826.06. (Previous number 02- 0531.05) This letter authorizes .060 Aluminum P er 02- 0826.06 following job: anels under number to be used at the Sincerely, Victor V. Cruz President ,v 1. This form msut shall become part 2. The authottlsAi company l 4dii g . therefrom T for details an rN!atinr. tl 3ions, for Se techni :uas of oerform.n. : Signature Pro -et A R PPROVE, P ROVED AS NOTED VISE AND RESUBMIT he application for building permit and perr 11 documents. r,frac r f p J 1 be ^ the raised corporate seal of the t r of Acceptance. contractor remains r.,,- e or tr espons,ble • accif Y for confirming and cor- rngn :-rd dim•!n. ,ctinp flb..icatian processes, for ssern' dn., co,, •tr,rc:i and for wok in a s fe rnanrer, to use our Enrique Revilla Vice - President 0 (VERTICAL OR HORIZONTAL) na ■ C G a b C • n C 7 o CO otA • 0 N 0 0 N 117 N 11'1 0 N • 0 O- 0 0' O O c1 N al a 1 v cn 0 N rn E 0 E 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 AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WINO 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 ANO DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS. ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATEO AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL ANO 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 DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 3003 -1114 ALUMINUM ALLOY, 0.060" THICK, WITH A MIN. Fy. (BEFORE ROLLING) OF 21 KSI. 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A • MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: • FLORIDA STORM PANELS, INC. OPA LOCKA, 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 & 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 WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 0,p & ). PANELS NOT 13 UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2 0.C. AT MIDSPAN W/ 1/4 -20 x 1" MACHINE BOLTS WITH DIE ST LUMINUM WASHEREb WINGNUTS OR JACKNUTS (SEE. TYPICAL ELEVATIONS OR 1. FOR PANEL SPANS LESS THAN 33" . OVERLAP FASTENERS S. TUBE ARE NOT REEEEEEQUIREED. 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. 1/4" MAX. 05/23/02 4,0:46 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING USE 1"x1"x16GA. STEEL TUBE WHERE APPLICABLE SEE NOTE 14 I. TYPICAL ELEVATIONS (TYP.) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING PRODUCT RENEIVED as cos:plyingwith the Flvrlda Boidiog Code Acceptance No 0 Expiration Date OVERLAP FASTENERS TYP. (SEE NOTE $ 14 0 0 N • P 6 GAGE GALV. STEEL NGLE CLOSURE PIECE: 1" • 2" MIN. TO 2" x 5" MAX. ' FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND B" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 4 r- .125" ANGLE 1/4" MAX. .325" . 6063 -T6 ALUMINUM 5" MAX. 5a ANGLE O SCALE : 3" - .1' -0" 16 GAGE GALV. STEEL 2 ". 3 ". 4" OR 5" SCALE : 3" . V -0" GALV. STEEL GRADE 50 OR ALUM. f = MIN..095" KEYHOLE WASHER SCALE : HALF SIZE :f 16 GA. 14 STEEL TUBE SCALE : 3" . 1' -0" 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS (012 -1/2" O.C.ITYP) \1/4" MAX. m7 15 5.00" 1.50" 0 N 1 . Q 0 O 0 0 S 0 0 J 4 W EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING PLAN VIEW 1 I 1.50" SCALE : 3" • 1' -0" SCALE: 1 -1/2" • V -0" 1 i PRODUCT ON MARKING LOCATION ANGLE t.SD 12.50" COVERAGE 14.50" STUDDED ANGLE STORM PANEL O SCALE : 3" . 1' -0" - .093" TYP. 1.50 "1 SCALE : 3" = 1 '-0" 11' 7093" TYP. 1/4" S.S. • STUD @ 6 -1/4" O.C. 5.00" WIDTH UNLIMITED (PERP. TO PANEL SPAN) PRODUCT MARKING (OPTIONAL LOCATION) .188" "FP" TRACK SCALE : HALF SIZE :085 WINGNUT SCALE : HALF SIZE 0 0 1 SEC TION TYPICAL ELEVATION OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS OR DIRECT MOUNTS WITH ANCHORS (a) 6 - 1/4" O.C. OR 12 -1/r O.C. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (a) 6 - 1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (3) 6 -1/4" O.C. OR 12 - 1/2" O.C. O USE I" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 1L TYPICAL ELEVATIONS (TYP ) TOP MOUNT COO 4O O DIRECT MOUNT PLAN VIEW 1 -3/4•' OVERLAP MIN. 469" VERLAP FASTENERS (SEE PLAN VIEW R NOTE 14) BOTTOM MOUNT 00 OR DIRECT (SYSTEM 1) 11oUNr • 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE W OF 0 xZ L./ W . N J / � 1" • 1" TUBE. MAY BE J / USED WHERE REDUCED w b ... SEPARATION FROM GLASS Q Q - - - 15 REQUIRED. SEE a a SEPARATION FROM GLASS SCHEDULE. SHEET 3. AND PLAN VIEW 8. NOTE 14 SHEET 1 1 O r d (0 cr tAJ W e- lA 1.813" 2.000" O "h" HEADER SCALE : 3" 1' -0" MIN. 3.500" OPTIONAL LEG DIRECTION EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 16 GAGE GALV. STEEL GRADE 50 10 STANDARD CHANNEL SCALE : HALF SIZE SECTION FASTENER (A 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" O.C. FOR OESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) O "h" HEADER SCALE : 3" . 1' -0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) 11 1 l 12 By 11 Miami Dade Division "U" HEADER SCALE : 3" = 5.00" 16 GAGE GALV. STEEL GRADE SO OPTIONAL LEG DIRECTION SCALE : HALF SIZE 1.00" ( - 14 GAGE I GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" = 1' -0" O VERLAP FASTENERS (SEE PLAN VIEW t NOTE 14) - BOTTOM MOUNT • 070 OR DIRECT MOUNT 16 TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP b BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (m 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (8 6 -1/4" 0.C. PRODUCT REVISED as complying with the Florida Bdiding Code Acceptance No 02- 0 S 7/• O S Expiration Date 0 ; 4091/2oo 1. Oct Control 75' SOFFIT CHANNEL TOP MOUNT O7 BO OR DIRECT . MOUNT - 1" x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS (5 REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3. AND PLAN VIEW L NOTE 14 SHEET 1 c 0 N • 1. 0 o 0 en u a 3 ° ° o 3 s S ▪ m N • N m . • m Wes > c • t Y1 m . • 01 z . - m 0 .1 l" k S Diu ZZ Q2 0 g (00 01. 0 w SIMMONSMOIMONIMII V.J. KN O' CJi ►R0FE5510 I R. Uanse 0010913 0 • • 7 . IL) v ID m O z <2o Ow zoo Ir Z 09 O a � 0 . (O ul LL rO 1n 0 L 0. dare 07/19/1999] sca A HOTCD [design by VJx (drawn by l • 118 (checked b 14 VJKJ drawing no. J 99 -230 i sheet 1 of 4 E 0 11) 0 0 cN cN u1 0 v • 0 0 .Q rn 0 V N O rM N Or a 7 m cc 0 O M N Ol OI E 0 N Of rn 0 O 0 SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING ANGLE TO WALL DETAIL • SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1• WALL MOUNT SECTION " C-- -V SCALE : 3" = 1' -0" GLASS OR DOOR 1 - x 4"x.125 "OR 2 x 4" x .125" AL. TUBE OR 2"x6" P.T. W000 W/ 1 /4 "at LAG SCREWS @ 12" O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE 2 - 1/4"0 x 4 -1/2" S.S. LAG SCREW (m 24 O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO s 72 PSF. WALL MOUNT SECTION (BOTTOM) O SCALE =3 " =1' -0" 'QZ O 30 . I- n 2 J • 2 Q 0. X < z PANEL TO ANGLE DETAIL 1/4 -20 MACHINE BOLT b WINGNUT (81 6 - 1/4" O.C. 1/4" MAX. J 1/4 -20 MACHINE BOLT & WINGNUT (tD 6 -1/4 O.C. EXISTING W0013. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) SEE MIN. SEPARATION FROM' GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. GLASS OR DOOR m B Q CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1' -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE ' (TABLE 2) DGE DIST./ 5/8" MAX. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SCALE : 3" • r - D" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3 • • EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING REMOVABLE FASTENER @ 6 -1/4" 0.C. OR 12 -1/2" O.C. MAX., BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULc REFERENCE CONNECTION•TYPE 1 • USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 5/8", MAX. 0 O WALL•MOUNT SECTION E (DIRECT MOUNT) 1/4" MAX. 1/4 "m ELCO MALE WITH W ASHERED WINGNUT (✓n 6 -1/4" O.C. OR 12 - O.C. MAX.. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION • TYPE 1' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING GLASS OR DOOR OR 1 AL. TUBE (OPTIONAL/ --- GLASS OR DOOR SEE MIN. SEPARATION FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE /' FROM GLASS SCHEDULE (TABLE 21 SCALE : 3" = 1' -0" PRODUCT RENEWED as complying with the Florida Balding Code Acceptance No Eipiratlon Date By . Miami D.dO m noduct Colatroil Division NOTE : USE OF THIS DETAIL IS LIMITED TO X72 PSF. F SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" OPTIONAL LEG DIRECTION .0 6 07 /2" LOCATE "h" HEADER LEG FLUSH WITH CHANNEL BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1• • 1/4 -20 MACHINE BOLT S, WINGNUT (0) 6 -1/4" O.C. NOTE :USE OF THIS DETAIL IS LIMITED TO X72 PSF BUILD -OUT MOUNT SECTION THREE 1/4 "m W000 SCREWS - W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST, TRUSS OR RAFTER @ 24" O.C. MAXJ 2 x WOOD JOIST, TRUSS OR RAFTER 1*12 SMS BETWEEN TRUSSES (110" 0.C. MAX. 1/4" MAX. ti PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 0 2— 057 •0 5 Exp�tlon Dat moot- 1/4 MAX. By Miami Da/ Product Control Division U 2 2 Zt_ V1 1- o ut F - < _O U d O • N N V1 C eo z z W U _Ls Lu No win Z Y u ICJ CC G 4 CO • CC 0 woo D O Z <2;4 :1 - 2 11 -Z . OW z oo O Z u to � a vas LL (] O Cv) a 0 N O VJ. KN CH R Ubraa 00109E3 Mim ' 2002 N a • ; .` _ • • • 0 i • t : 1- 1■ z z z 0 r 3 0 s scale AS NOTED [ design by 1 l VJK I 0 K (dare 07/19/1999) [drawn by ' MC [ checked b VJK drawing no. 99 -230 sheet 2 of 4 05/23/02 11:05 5 /8" MAX. EXISTING CONCRETE HOLLOW BLOCK OR .1000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE2' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 5 /B" MAX. EMBED ITYP.) FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 1' 1 1/2" 1/4 -20 MACHINE BOLT b WINGNUT (01 12" O.C. TYP. TOP & BOTTOM ©OR 3® MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE : M MINIMUM SEPARATION M MINIMUM SEPARATION O. N aJ Q 0 0 a Cn T7 0 ) 0 ro N 1 01 .0 cc I0 N O N Of E o. E 0 N d 60 0 N 0 0 M N 0 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 05/23/02 11:08 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE 5/8 _ _ FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1 • BUILD —OUT MOUNT SECTION SCALE : 3" = 1" -0" ALUM. OR GALV. STEEL SPACERS AS REQ'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1* SEE MIN. )EPARATION FROM GLASS SCHEDULE (TABLE 21 SCALE : 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION•TYPE 1' 1/4 -20 MACHINE BOLT & NUT @ 12" O.C. ITYP. TOP & BOTTOM, EQUAL 1/4" MAX. 1/4 -20 MACHINE BOLT i WINGNUT @ 6 -1/4" O.C. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMIN CONNECTION' TYPE 1' 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. LUM. OR GALV. STEEL SPACERS AS REQ•D 0 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2 SEE MIN. SEPARATION F OM GLASS SCHEDULE (TABLE 2 SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT Z WINGNUT 6 -1/4" O.C. "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE 5/8' CONNECTION 'Type 1 • MAX.f I 1/4 -20 MACHINE BOLT i WINGNUT (a 6 -1/4" O.C. 2 H 10 2 IN 5/8" STUCCO - -J J FINISH (LEG MAY W BE REVERSED) Q WIRE LATH MAY 0. BE USED AS TYPICAL X REINFORCEMENT OVER Q LEG OF "F" TRACK ; 0 NEW STRUCTURE DETAIL "F" TRACK CONNECTION TO SCALE 1 -1/2" 3/4 1/4 ;K SCALE : N.T.S. PTIONAL HANDLE LOCATION PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS • 1/4 -20 BOLT. PLACE PANEL OVER EACH 8" x 3" x 1/4 x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NL'T 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) .S 8" x 3" * 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE En. 1/4 - 0 POWERS CALK -IN W/ 7/e" MIN. EMBED. IN CONC. IPI 3" O.C. OR 1/4 - 0 POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE LIB 3" O.C. 13 -1/2" ADJACENT PANEL 1/4 -20 STUD A AND FASTEN WINGNUTS PROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIOEI ANGLE ASSEMBLY INTERIOR FASTEN NG NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0". STORM PANEL INTERIOR FASTENING (ISOMETRIC) EQ. 2" x 2 x .125" MIN. CONT. 3105 -1414 OR 6063 -16 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 1 WINGNUTS (A MIDPOINT OF PANEL SPAN OR 51" 0.C. MAX. O L ALT. CORNER DETAIL SCALE : 3" a 1' -0" PRODUCT RENEWED as coaiplyiag with the Florida Raiding Code Acceptance No Z -0 S 2 . Ezpiradloa Date O BY Maud IDirhioa PRODUCT REVISED as complying with tbo Florida Balding Code Acceptance No0Z- 0`33) .05 Exptr?Itio8 Date o 2 2 (TYPI By (I Chi! • I� '>•' Miami ad Control Division C O M • al H na m n n1 i V • o aty 02°5 g 01 • N W Ti 7 0 MO W Ti O o v V -.4 N m � � � G • n IZ jog 0U Q;I� — = Jam -. ��CVU ILJWU Z O ZIO9G) n ln O J Q"vt LL 'Oa 0 C.) c 0. `dare 07/19/1999) t ( drawn by t nt (checked b VJK scale AS NOTED (design by ( VJK drawing no. 99 -230 ( sheet 3 of 4 ) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOA ) O P SF 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' -S" (SEE NOTE 1) CONNECTION CONNECTION CONN 1 2 3 1 2 3 1 2 3 � 000M l 48 11 11 11 11 11 11 11 11 7 f4 111111 1[1111Z� 62 11 11 11 11 11 9 11 8 5 1/4"0 W000 LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD 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 11�. ! 1111,1 5/16 "' 0.D. BRASS W000 BUSHING W/ 1/4 - 20 SIDEWALK BOLT 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 4 72 6.25 6.25 6.25 6.25 6 6 6.25 f 4 92 6.25 6.25 6.25 6.25 3 5 6.25 4 (3/4 "0 HEAD) W/ r MIN. EMBEDMENT 230 6.25/ � 4 �/ 6.25 4 6.25// 4 N rn cn 0 0 0 E C E o co N 0 0 u1 0 N 0 0 N •o 0' v 0 M N rn 2 .0 CC • 0 n rn E Z 2 Y C3 O- m • w U z 0 U 0 J - J 0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS • ANCHOR TYPE 1i 1111111111111011111111111111111 r= 1/4 "0 ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT 1/4'0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 "0 POWERS ZAMAC NAIL -IN W/1-1/8" MIN. EMBEDMENT I • i 11111111 11111111111 11 1111111111 1 ► 1/4 "0 ITW TAPCON W/ 1 -1/4." MIN. EMBEDMENT 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4"0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE LOAD (w) SPANS UP TO 3' -7" PSF (SEE NOTE 1) MAX. (SEE CONNECTION ION NOTE 1) 1 2 3 48 12.5 62 12.5 72 12.5 92 12.5 230 12.5 48 12.5 62 12.5 72 12.5 92 12.5 230 10 48 12.5 62 12.5 72 12.5 92 12.5 230 12.5 48 6.25 62 6.25 72 6.25 92 6.25 230 6.25 48 12.5 62 12.5 72 12.5 92 11 230 6.25 4.8 12.5 62 12.5 72 12.5 92 12.5 230 10 48 12.5 62 12.5 72 12.5 92 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 11 4 5 12.5 12.5 12.5 12.5 12.5 11 11 9 4 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 7 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 5 12.5 10 12.5 8 12.5 7 7 5 12.5 12.5 125 12.5 12.5 11 11 9 4 12.5 12.5 12.5 11 12.5 9 10 7 SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TC 5' -3" 8' -S" 3' -7" 5' -3" (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION CONNECTION CONNECTION TYPE TYPE TYPE TYPE 1 2 3 2 3 1 2 3 1 2 3 12.5 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 6.25 6.25 6.25 6.25 6.25 12.5 12 10 8 6.25 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 11 230 9 4 9 j 4 9 48 • 6.25 6.25 6.25 6.25 6.25 6.25 6.25 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 62 6.25 6.25 6.256.25 5 6 6.25 • 72 6.25 6.25 6.25 6.25 3 5 6.25 230 6.25 l 4 ' 6.250 4 6.25 5 6.25 3 6.25 6.25 3 6.25 12.5 12.5 12.5 10 9 12.5 12.5 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 11 9 12.5 4 6 12.5 12.5 12.5 12.5 12.5 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 4 • 5 12.5 4 5 12.5 5 9 12.5 5_ 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 4 6 10 4 12.5" 11 10 12.5 4 7 0 4 10 4 10 3 5 10 3 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 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 11 12.5 7 12.5 12.5 12.5 12.5 12.5 12.5 9 9 12.5 7 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 7 12.5 7 11 12.5 7 11 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 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 6.25 6.25 6.25 625 6:25 4 6 - 6.25 5 6.25 6.25 6.25 6.25 5. 6.25 12.5 7 9 4 12.5 12.5 12.5 12.5 12.5 11 7 5 7 3 12.5 12.5 12 12.5 9 8 4 4 6.25 3 12.5 12.5 10 12.5 5 7 3 6.25 3 12.5 8 8 10 3 5 3 6.25 7. 4 7 %/ 4 12.5 11 12.5 6 .7 12.5 12.5 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 125 12.5 12 10 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 4 6 10 4. 12.5 11 10 12.5 4 7 4 10 4 10 3 5 10 3 5 12.5 10 12.5 6 12.5 12.5 12.5 12.5 12.5 12.5 10 7 10 4. 12.5 12.5 12.5 12.5 12.5 11 6 6 9 4 12.5 12.5 12.5 12.5 8 10 3 5 9 4 12.5 12 11 12.5 4 8 SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE 1 213 6.25 6.25 12.5 12.5112.5 12.5 7 1 11 12.5 5 1 9 12.5 5 19 12.5 5 1 9 12.5 6 1 8 12 416 10 315 10 3 1 5 10 3 1 5 12.5 12.51 12.5 12.5 10 112.5 12.5 8 1 11 12.5 7 1 11 12.5 7 1 11 6.25 6.256.25 6.25 4 16.25 6.25 3 16.25 6.25 3 16.25 12 517 9 315 8 '1 4 7 4 7 12.5 618 12 416 10 3 1 5 10 3 f 5 10 3 1 5 12.5 7 1 9 12.5 4 1 7 11 3 X625 11 316 4 11 3 6 11 3 6 11 3 1 6 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 5 6.25 6.25 6.25 6.25 6.2S 6.25 6.25 3 6 4 6.25 6.25 6.25 6.25 6 6.25 6.257 5 4 6.25 6.25 6.25 6.25 3 6 6.25 / 5 4 6.25 5 ' 6.25 j 5 6.25 5 05/23/02 11:22 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 W000 FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PIECES. 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. 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' 7 DESIGNATES ANCHOR CONDITIONS WHICH ARE / NOT ACCEPTABLE USES. 10.*'DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. PRODUCT RENEWED as coaplylag with the Florida Baiding Code Acceptaoce No at - 0 Expiration Date 0 By Miami Division By �.r:•u Miami D. ' redact Control Division .06 PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 0 L - 3 / • o 5 Expiration Date 08/i. /too 0 • no m 0 .� R ;o v e a 5 • g. s $ t 01 s °° • A � m • 111 • z 1- 0 s Y 0 O r- 2 V z � O $�O N . co <_1§1 z 099 u 0 E7 L 0. • • • a • J 2 0 a z 0 a S z I 0 0 z 0 0 0 0 (lope 07/19/1999) t AS NOTED Indrawn by [design by 1(checkad b) vJK 11 VJK drawing no. 1 99 -230 I sheet 4of 4 3,000 P.S.I. CONCRETE STORM PANEL SPAN SCHEDULE OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE 'h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKOR 3R STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS W/ ANCHORS @ 6 -1/4" 0.C. OR 12 -1/2" O.C. • . OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS © 6 -1/4" O.C. NEGATIVE DESIGN LOAD W (PSF) '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 -9 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 N rn cn 0 0 0 E C E o co N 0 0 u1 0 N 0 0 N •o 0' v 0 M N rn 2 .0 CC • 0 n rn E Z 2 Y C3 O- m • w U z 0 U 0 J - J 0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS • ANCHOR TYPE 1i 1111111111111011111111111111111 r= 1/4 "0 ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT 1/4'0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 "0 POWERS ZAMAC NAIL -IN W/1-1/8" MIN. EMBEDMENT I • i 11111111 11111111111 11 1111111111 1 ► 1/4 "0 ITW TAPCON W/ 1 -1/4." MIN. EMBEDMENT 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4"0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE LOAD (w) SPANS UP TO 3' -7" PSF (SEE NOTE 1) MAX. (SEE CONNECTION ION NOTE 1) 1 2 3 48 12.5 62 12.5 72 12.5 92 12.5 230 12.5 48 12.5 62 12.5 72 12.5 92 12.5 230 10 48 12.5 62 12.5 72 12.5 92 12.5 230 12.5 48 6.25 62 6.25 72 6.25 92 6.25 230 6.25 48 12.5 62 12.5 72 12.5 92 11 230 6.25 4.8 12.5 62 12.5 72 12.5 92 12.5 230 10 48 12.5 62 12.5 72 12.5 92 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 11 4 5 12.5 12.5 12.5 12.5 12.5 11 11 9 4 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 7 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 5 12.5 10 12.5 8 12.5 7 7 5 12.5 12.5 125 12.5 12.5 11 11 9 4 12.5 12.5 12.5 11 12.5 9 10 7 SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TC 5' -3" 8' -S" 3' -7" 5' -3" (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION CONNECTION CONNECTION TYPE TYPE TYPE TYPE 1 2 3 2 3 1 2 3 1 2 3 12.5 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 6.25 6.25 6.25 6.25 6.25 12.5 12 10 8 6.25 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 11 230 9 4 9 j 4 9 48 • 6.25 6.25 6.25 6.25 6.25 6.25 6.25 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 62 6.25 6.25 6.256.25 5 6 6.25 • 72 6.25 6.25 6.25 6.25 3 5 6.25 230 6.25 l 4 ' 6.250 4 6.25 5 6.25 3 6.25 6.25 3 6.25 12.5 12.5 12.5 10 9 12.5 12.5 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 11 9 12.5 4 6 12.5 12.5 12.5 12.5 12.5 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 4 • 5 12.5 4 5 12.5 5 9 12.5 5_ 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 4 6 10 4 12.5" 11 10 12.5 4 7 0 4 10 4 10 3 5 10 3 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 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 11 12.5 7 12.5 12.5 12.5 12.5 12.5 12.5 9 9 12.5 7 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 7 12.5 7 11 12.5 7 11 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 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 6.25 6.25 6.25 625 6:25 4 6 - 6.25 5 6.25 6.25 6.25 6.25 5. 6.25 12.5 7 9 4 12.5 12.5 12.5 12.5 12.5 11 7 5 7 3 12.5 12.5 12 12.5 9 8 4 4 6.25 3 12.5 12.5 10 12.5 5 7 3 6.25 3 12.5 8 8 10 3 5 3 6.25 7. 4 7 %/ 4 12.5 11 12.5 6 .7 12.5 12.5 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 125 12.5 12 10 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 4 6 10 4. 12.5 11 10 12.5 4 7 4 10 4 10 3 5 10 3 5 12.5 10 12.5 6 12.5 12.5 12.5 12.5 12.5 12.5 10 7 10 4. 12.5 12.5 12.5 12.5 12.5 11 6 6 9 4 12.5 12.5 12.5 12.5 8 10 3 5 9 4 12.5 12 11 12.5 4 8 SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE 1 213 6.25 6.25 12.5 12.5112.5 12.5 7 1 11 12.5 5 1 9 12.5 5 19 12.5 5 1 9 12.5 6 1 8 12 416 10 315 10 3 1 5 10 3 1 5 12.5 12.51 12.5 12.5 10 112.5 12.5 8 1 11 12.5 7 1 11 12.5 7 1 11 6.25 6.256.25 6.25 4 16.25 6.25 3 16.25 6.25 3 16.25 12 517 9 315 8 '1 4 7 4 7 12.5 618 12 416 10 3 1 5 10 3 f 5 10 3 1 5 12.5 7 1 9 12.5 4 1 7 11 3 X625 11 316 4 11 3 6 11 3 6 11 3 1 6 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 5 6.25 6.25 6.25 6.25 6.2S 6.25 6.25 3 6 4 6.25 6.25 6.25 6.25 6 6.25 6.257 5 4 6.25 6.25 6.25 6.25 3 6 6.25 / 5 4 6.25 5 ' 6.25 j 5 6.25 5 05/23/02 11:22 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 W000 FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PIECES. 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. 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' 7 DESIGNATES ANCHOR CONDITIONS WHICH ARE / NOT ACCEPTABLE USES. 10.*'DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. PRODUCT RENEWED as coaplylag with the Florida Baiding Code Acceptaoce No at - 0 Expiration Date 0 By Miami Division By �.r:•u Miami D. ' redact Control Division .06 PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 0 L - 3 / • o 5 Expiration Date 08/i. /too 0 • no m 0 .� R ;o v e a 5 • g. s $ t 01 s °° • A � m • 111 • z 1- 0 s Y 0 O r- 2 V z � O $�O N . co <_1§1 z 099 u 0 E7 L 0. • • • a • J 2 0 a z 0 a S z I 0 0 z 0 0 0 0 (lope 07/19/1999) t AS NOTED Indrawn by [design by 1(checkad b) vJK 11 VJK drawing no. 1 99 -230 I sheet 4of 4 3,000 P.S.I. CONCRETE BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical KarAi Owner's Name (Fee Simple Titleholder) Owner's Address U L> City State Tenant/Lessee Name Contractor's Company Name Contractor's Address City Qualifier ,1 S Value of Work For this Permit Type of Work: ❑Addition Describe Work: � 2 o Total Fee Now Due $ (Continued on opposite side) ;56 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SSO Job Address (where the work is being done) ` N 6 6 10 CI 't eit¢RSo "— ❑Alteration New * * * * * * * * * * * * * * * * * * * * * * * * * * es* Submittal F $ Permit Fee $ Zip & 2Oc5_ C4 Permit No. p"ra -- ? "7 Master Permit No. Phone # Vb0 ical Roofing hot C22. — 155 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO 6 pr D vtci?2o, Z Phone # 0 `-f "' C ( D Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: ❑ Repair/Replace ❑ Demolition *fie * *�*# * * * * * * * * ** ee — C) 3, e9 0 Notary $ 5 - Training/Education Fee $ 4 00 Technology Fee $ Scanning $ 3 — Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ 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 CONDMONERS, 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 RECORD A NOTICE OF COMMENCEMENT 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. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced who is perso As identification and who did take an oath. I� APPLICATION APPROVED BY: Chc 10/14/03 Signature Contractor The foregoing instrument was ackr day of 0* ,. , 20(B, by y known to me or who has produc as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBL Sign: Sign: Q Print: p t Myrnmrm.mrD;)15nc,r; op" Exi:ires November i ?I;JF My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *� ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 OCT 3 1 2003 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/4/2003 Applicant: EDWIN Owner: BROWDER JOB ADDRESS: 550 NE 96 Contractor VICTOR M. MARZO Local Phone: 305 - 984 -0598 Parcel # 1132060140700 Fees: FEE2003 -6 FEE2003 -6856 FEE2003 -68 FEE2003 -68 FEE2003 -6859 FEE2003 -686 Permit Status: APPR Work: STORM PANELS FOR SFR NEW Total Fees: Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2003 -1739 BROWDER EDWIN ST Page 1 of 1 Contractor's Address: 13850 S. W. 32ND TERRACE Legal Description: MIAMI SHORES SEC 2 PB 10 - 37 LOTS 10 TO 12 INC BLK 54 LOT SIZE 150.000 Description Building Fee Notary Fee CCF Scanning Fee Technology Fee Training and Education Fee ermit Expiration: 5/2/2004 Const Amount .00 .00 $3.00 00 .00 $1.00 00 ue: $4,950.00 BY: Total F - : $258.00 Total - . $0.00 JUN 0 4 PAID 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. 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 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 p a - s . If . pro uct or material fails to perform in the accepted manner, the manufacturer will incur the exp s sh an• AHJ may immediately revoke, modify,. or suspend the use of such product or materia ORA reserves ,� the right to revoke this acceptance, if it is determined by Miami -Dade I sty t tr. sion 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: 0.060" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated May 23, 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 +e 'th . e e m ac 1 - is name or logo, city, state and the following statement: "Miami -Dade County Produc A tr. ro " otherwise noted herein. RENEWAL of this NOA shall be considered afte 4 neI; . h • io : een filed and there has been no change in the applicable building code negatively a 1 tin P 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 followed 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- 0531.05 and co 's well as approval document mentioned above. The submitted documentation was reviewed .; :� A' ' MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0826.06 Expiration Date: 08/26/2007 Approval Date: 09/19/2002 Page 1