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SHUTTERS
Owner's Address Date / Job Address 3 e// 6 ,T ` -- til t Siv Sec / /� /� Legal Description I )7 O w- E /S'. (OT�c y /,tb?Oct. Owner/Lessee / Tenant rr3,� fttlX-1"63 3t) q1 T Contracting Co. C , CQ ) Cra Qualifier State # Municipal # Competency # 988S 3301 Ins. Co. Architect/Engineer earvlh 5 67u a ! Neek.7! U Address c (aD CO 7(c Z7: q��- R F —�' 3 0th Bonding Company Sr1,� $IP� Address ( 3'). I ow 2-AvC G/ !R 1 PC-- ?3 7 I ( Mortgagor Address Permit Type (circle on : BUILD G ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTIO Square Ft. No My Commission E pe WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the�cjrk stated. Signa FEES: PERMIT _ grew- �� - Nnfa BECKER I ( . GOwA1s ON NUMBER c� �tiv CON0.5SSIO + EXPIRES • C.: C7 B669 OF P..° Nov i 5 APPROVED: Zoning Mechanical Plumbing PERMIT APPLICATION FOR MIAMI SHORES VILLAGE J` S 1 Tax Folio /7 - 5� - 0 (0 -6/3 " 07/r) /() /45 /0 - 76 Historically Designated: Yes No v Master Permit # 6 3 Phone �j ��' d J (O /7 - 'l i,(ft) e rt / ((Z`4/Pt' ot& l % 4 ss# ),‘ Phodl ) 2.5 -5Z X-C. RADON Estimated Cost (value) Notary as to My Commission osro l'O 400 -$- NOTARY EUGENE TORRES COMMISSION # CC 829408 EXPIRES APRIL 25, 2003 Fla. Notary Sendce & Bonding Co. C.C.F. NOTARY 5; 0 OBOND Electrical ilr/o1— Date Structural Engineer MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING MIAMI -PAGE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 4 . 14475 N.W. 26th Avenue Opa i,ocka FL 33054 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROI. DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 0.060 " Al Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types o Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure th product or material at anytinte from a jobsite or manufacturer's plant for quality control testing. If this-product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0726.01 • Expires:08/26/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Cock and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 08/26/1999 Internet mail address: posUuuster ®buildIngcudednline .cum •rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Of ktie BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLQRIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Divisio llomepuge: http : / /www.huildingcodeonline.enn$ Florida Storm Panels, Inc. , 1. SCOPE NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum storm panel shutter, as described in Section 2 of this Notice Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miar Dade County, for the locations where the pressure requirements, as determined by SFBC Chap 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum storm panel shutter and its components shall be constructed in strict compliance wi the following documents: Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", prepar by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E., dated July 19, 19c, last revision #2 dated August 5, 1999, sheets 1 through 4 of 4, bearing the Miami -Dade Coun Product Control Approval stamp with the Notice of Acceptance number and approval date by 1 Miami -Dade County Product Control Division. These documents shall hereinafter be referred to the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cone metal shields, headers and sills, must be protected against corrosion, contamination and damage all times. ACCEPTANCE No. : APPROVED EXPIRES 99- 0726.01 AUG 2 6 1999 AUG 2 6 2002 4. INSTALLATION This aluminum storm panel shutter and its components shall be installed in strict compliance wi the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and tl following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice c Acceptance, clearly marked -to show the components selected for the propose installation. 6.1.3 . Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 11. i// Helmy A. Dakar, P.E. - Product Control Examine Product Control Division 2 of 3 Florida Storm Panels, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 99- 0726.01 AUG 2 6 1999 .AUG 2 6 2002 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and . original submitted documents, including test - supporting data, engineering documents, are no older than ei (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this pro& and the product is not in compliance with the code changes. • b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including I correct installation of the product. . d. The engineer, who originally prepared, signed and sealed the required documentation initia submitted, is no longer, practicing the engineering profession. 4. Any revision oichangein the materials, use, and/or manufacture of the product or process shall automatica be cause for termination of this Acceptance, unless prior written approval has been reque (through t filing of a revision hpplication with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any otl; purposes. 6. The Notice of Acceptance number preceded,by the words Miami -Dadc County, Florida, and followed by t expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall provided to the user by the manufacturer or its distributors and shall be available for inspection at the job si at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEPTANCE r / 1 / 6 - He my A. akar, P.E. - Product Control Examine Product Control Division 3 of 3 5.00' 1 1 - O "F" TRACK SCALE : HALF SIZE L6' 00S p�551 :s 1 ! .BB 1 1 WINGNUT 08/05/99 12:27 SCALE : HALF SIZE 1/4 MAX. (%(ST1NG CONCRETE. HOLLOW BLOCK OR 4/000 FRAMING 469 PRODUCT MARKING / PRODUCT MARKING LOCATION ` z 12.50 COVERAGE 14.S0 O STORM PANEL SCALE + 3 • 1• -0 STANDARD CHANNEL SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN1 SECTION 000 1 r•rTUBE. MAY BE S EP A A ROT. LO SEPARATIONf 11 0 GLASS S RCOURED. SE[ SCH 000LE. N FROM GLASS SCHEDULE. SHEET 3, ARO PLAN 'new L NOTE 1 SHEET 1 (NOTE LI VIEW L RS 6 -1/4 (TYP) DOT TOM MOUNT CC) OR ORECT TYPICAL ELEVATION (SYSTEM 1) MD" "T OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL 80 "ti OR - U - HEADERS. BOTTOM MOUNTS SHALL BE - F - TRACK OR STUDDED ANGLES WITH STUDS CO 6 -1 /4 O.C. OR DIRECT MOUNTS WITH ANCHORS 0 6 -1 /L 0.C. USC r • 1 . 16 OA STEC TUBE WHERE APPLICABLE SEC NOTE 9 L TYPICAL ELEVATIONS (TYP. l xl5 Two CONCRETE. HOLLOW BLOCK OR 4/000 FRAMING 6.00 3.300 (OPTIONAL LOCATIONI 1.00 O PTIONAL LEG DIRECTION PLAN VIEW .- 16 GAGE GALV. STEEL GRACE S0 TOP MOUNT OVERLAP 065TENERS TYP. (5(0 NOTE P 01 Q 16 GAGE GALV. STEEL NGLC CLOSURE PICCf: 1 t 2 MIN. TO 2 • S MAX. FASTENER' (2 O.C. FOR DESIGN 1OA05 LESS THAN OR EQUAL TO 100 950 ARO 1' 0.C. FOR DESIGN 10805 GREATER THAN 100 950. (0(0 A"CNOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) I 2.000 .375} II } I 2.000 " h " HEADER SCALE : 3 . 1• -0' 5.00 16 G AG! OAI V. STE EL GRADE SO oE1.. OPTIONAL LEG j DIRECTION 75 .75 11 SOFFIT CHANNEL SCALE : HALF SIZE 1.00 1 - (4 GAGE GALV. STEEL 1 CLOSURE SCALE : 3 • r -0 5.00 MAX. 1: Q 0 4 GALV. STEEL GRADE SO OR ALUM r . INN. .013 Q KEYHOLE WASHER SCALE : HALF SIZE 1/4 -20 • 3 -1/2 BOLT WITH WASMEREO WINONUTS p 12_l/2 0.C. (TYP) 4 6 -1 /4 (TYP 1 /L MAX. 0 MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD 9RAMNG { O "h" HEADER SCALE : 3- . T -O- 11/32 - " 939' . WIDTH UNLIMITED SECTION 11 PLAN VIEW SCALE. 1 -1/2 • 1•.0- - (PERP. TO PANEL SPAN1 0 SE 1- . t . U GA STEEL 3050 6MERE APPLICABLE SEC NOTE 1 1 TYPICAL ELEVATIONS (TYP 1 O "U" HEADER SCALE : 3 . T -0 0[1 ^ }-16 GA. STEEL TUBE SCALE : 3 . Y-0 TOP MOUNT 00 OR DIRECT MOUNT • r TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS LS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3. ANO PLAN VIEW i NOTE 1 SHEET 1 O VERLAP f•STfNERS (SCE PLAN VKW S NOTE 01 BOTTOM MOUNT (X) OR OIRCCT TYPICAL ELEVATION (SYSTEM 2) UNIT OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SMALL BE - F - TRACK OR STUDDED ANGLES WITH STUDS CD 6 -I /a O.C. OR DIRECT MOUNTS N WITH ANCHORS CO 6 -1 /L 0.C. 2.00o 063 1 -3/4' OVERLAP MIN. • • 12 91 GAGE GALV. STEEL ANGLE CLOSURE PIECE .125 6063 -T6 ALUMINUM S MAX. I 0 0 ANGLE SCALE : 3 • T_0 HOUMA STORM PANELS. INC. OPA LOMA. 6. 0110E COUNTY PRODUCT CONTROL APPROVED 2' MIN. FASTENER 0 12- O.C. FOR DESIGN 1.0805 LESS THAN OR (DUAL TO 100 PS9 ANO 1 O.C. FOR DESIGN LOADS GREATER THAN 100 P61. (5(E ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING TYP 1 1.50 - ANGLE SCALE : 3 • 1' -0 I 1,093 TYP. 16 G AGE � O 1 /4 5.5. STUD GAL*. STEEL 6 -1 /4 O.C. 2 3 4 OR 5- 1 j 1.50 O ANGLE O STUDDED ANGLE SCALE : 3 • T -O- SCALE : 3 • T -0' GENERAL NOTES: .. 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA 61.14.01N0 C000 1994 EDITION FOR MIAMI -0800 COUNTY. Z. POSITIVE ARO NEGATIVE DESIGN PRESSURE CALCULATIONS SNALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -91 '19NIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. TABLES SHALL 80 REFERENCEO AT APPROPRIATE OfSIGN LOADS. 3. 570019 PAREL5 SHALL BE 3003 -014 ALUMINUM ALLOY, 0.060 THICK. WITH A 1101. FT. (BEFORE ROLLING) OF 21 051. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. L. PRODUCT MARKINGS S•ALL 00 61T11IN l2 OF ONE ENO OF THE PANEL WIT" A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS 901.1065: 5. ALL BOLTS AND MASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSL 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE T"E MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED 01 PRODUCT TESTING. 7. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY 6NERE APPLICABLE. 9. 9ANE15 UTLIZ■G A ST((L TUBE SHALL BE FASTENED AT OVERLAPS (12 -V7 0.C.1. AT MOSPAN TO • 7 • r • 16 GAGE STEEL TUBE 1.15IN0 1/4 -20 • 3_t /T BOLTS W/ 011 CAST ALUMINUM WASMERCO WINGNUTS OR JACKNUTS. (SEE TYPICAL ELEVATION T OR 1111. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (t2 -ur ICJ. AI105PAM W/ V4 -20 . r NADINE BOLTS 61TH OK CAST ALUMINUM WASMIREO W6GNUTS OR IACKNITS ISLE TYPICAL ELEVATIONS@ OR ®l. FOR PANEL SPANS LESS THAN 33- OVERLAP FASTENERS L TUBE ARE NOT RE0URE0. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WIT" CADS COUNTY PROTOCOLS PA 201.202. AND 203. DESIGN BASC0 ON CONSTRUCTION TESTING CORPORATION ((T(1 TEST REPORTS NP. 95 -036 ARO NP. 96 -009. 10. A WARNING MOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE 5HV7TERS OR ON (ACM PANEL *CHASM THE HOME OWNER OR TENANT THAT THE - STORM PANELS Will NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARO /OR BARS ARE PROPERLY INSTALLER. WHEN REQUIRED'. APPROVED AS COMPLYING WTTH THE SOUTH ORIDA B��ILOIIG CODE T BY ,IPM, V47 PRODUCT CO: -ROL ETV: ON BUILOitii CSOE COMPL:ASCE OFFICE .CCEPTAM^F MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE • ACTUAL DESIGN LOAO(W) (PSF) SHUTTER SPAN (L) . (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30 OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30" ABOVE GRAOE (INCHES) SYSTEMS 1 8. 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 2 -1/4 3 1 -5/8 8•-5" 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 -1/1. 3 1 -3/8 6 " -0" 2 -1/4 3 1 -1/2 7•-0" 2 -1/4 3 1-3/1. 8•-5 " 2 -3/8 3 2 -3/8 60.0 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 -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 08/05/99 12:32 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING O BUILD -OUT MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING SCALE : 3 • 1 -0 ALUM. OR GALV.STEE. SPACERS AS RE0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE t • WIRE LATH MAY OE USED AS TYPCAL REINFORCEMENT OVER LEG OF - F - TRACK PAST(0(0. SEE ANCHOR SCHEDULE. RE 0ERENCE CONNECTION • TYPE 1 • SCALE: 7 • 1• -0 /4 -20 MACHINE DOLT L WINGNUT • 6 -1/4 O.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION• TYPE 1• EXISTING CONCRETE HOLLOW OLOCK OR W000 FRAMING FASTENER. SCE AKCNOR SCHEDULE, REFERENCE CONNECTION• TYPE 1 • 1/L -20 MACHINE BOLT L NUT Eh 12 O.C. ITYP. TOP L BOTTOMI EQUAL 1/4 MAX. 1/4 -20 MACHINE BOLT L WIIGNUT • L -uL D.C. 2 SEE MIN. SEPARATION PROM N GLASS SCHEDULE ITABLE 2 z 4 0. X 0 N EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMIN FAST( NCR. SCE ANCHOR SCHEDULE. REFERENCE CNNECTKN • TYPO 1 • v""" ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL O "F' TRACK CONNECTION TO' EXISTING STRUCTURE DETAIL FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •7000 1 • SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 2 SCALE : 3 • r -o SCALE : 3 . r - 1/4 -20 MACHP4 BOLT L WING*IT • 6 -1/4 0.6 osA IN Ste STUCCO 010150 (LEG MAY BE REVERSED( . 4 WIRE LATH MAY LL at USED AS TYPICAL K REINFORCEMENT OVER .4 LEG OF - P - TRACK E 0 O "Fl TRACK CONNECTION TO I NEW STRUCTURE DETAIL 3/4 /L 1-1/2 - INTERIOR FASTENING ANGLE ASSEMBLY I SCALE : N. T.S. • t j E PTIONAL HANDLE • LOCATION • I- • r • wP . r _ 1- ALUMNUM ANGLE PUNCH 00150 N AOJACENT PANELS TO R(CEIV( THIS 1/ 4 -20 BOLT. PLACE PANEL OVER (ACM ADJACENT PANEL •00 FASTEN wNONUTS 0000 THE N5I0E MAY O(1 00 2 WIDE) T A 8 L 2 B-• r.•La 1 - 1_1/7 ALUMMUM L -20 STUD / NUT 4 - 0 POWERS CALK - 1 7/0 - MN. EMBED. CONC. • 3 - 0.C. OR 4• POWERS STEEL ROP -IN W/ r MIN. DEO. N CONCRETE r 0.C. NOTE : USE OF THIS DETAIL IS LIMITED TO z72 PSF Alt A MAX. PANEL LENGTH OF 11• -0'. OK STORM PANEL INTERIOR FASTEN NG (ISOMETRIC) SCALE 1 -1/2 • 1 -0 13 -1/2 1/L -20 STUO • INTERIOR FASTENING ANGLE ASSEMBLY ( r • r • .12S MN. CONT. 3105 -014 OR 6063 -T6 ALUH10UM ALLOY OR is GAGE GALV. STEEL ANGLE ANGLE MAY VARY O 1_117 - • 1_1/2 - AL. STUD ANGLE v4_20 S.S. BOLTS L WNGNUTS • 20000101 OF PANEL SPAN OR Sr 0.C. MAX. ITYPI © ALT. CORNER DETAIL SCALE : 3 • 1' -0 APPROVED AS COMPLYING WITH TR SOUTH FLORIN BUI LING CODE OA 8i PRODUCT Cu ROL DIVISION O 811: :DING CODE COMPLIANCE 0: .l.. 2 ACCEPTANCE NO. 11 O ILL 'of rti Dig ZZI DO. Q2 or, QF 0 (a.•pn 1 1 � 1 a • - FL 1 09E13 a No: P 1I 99 -230 shoat 3 or L ) (0/1. • SEE MIN. 1., _.0 FROM GLASS SCHEDULE [TABLE 2 pi !!L Ai QT CONT. GLASS OR 0000 SEE MIN. SEPAR•TON PROM GLASS SCHEDULE (TABLE 2 GLASS .00 DOOR OS/05/99 12:37 O 1 • 6' .12S OR V L' ..125 AL. TUBE OR 2 • 6 P.T. W000 W/ 1 /6 LAG SCREWS p 12 O.C. 14/ 1 -t /2 EMBEDMENT FOR CONNECTION WITH 5iv0 ANGLE EXISTING CONCRETE HOLLOW 51004 OR w000 0RAMINO FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE2• /r FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •1105 EXISTING CONCRETE HOLLOW BLOCK OR W000 PRA/404G ANGLE TO WALL DETAIL WALL MOUNT SECTION SCALE : 3" • 1' -0 5 5 5 • 0 QCONT. - TH15 OCTAL MAY BE USED AT TOP OR BOTTOM 00 PANEL TO ANGLE DETAIL 2 - 1 /6'• . 6 -I/2- S.S. LAO SCREW 0) 26' O.C. MAX. W/ 1 -) /6' PENETRATION IN CENTER OP STUDS it 12,1 OR C NOTE USE OF THIS DETAIL IS LIMITED TO x72 PSF. WALL MOUF.IT SECTION (BOTTOM) O SCALE : 3" • 1' -0" I/6 -20 MACHINE BOLT L WINGNUT 01 6 -) /6' O.C. 1 /a MAX. •16 5.M.5. 01 10 0.C. 1/6 -20 MACHINE BOLT L WNGNUT 0 6 -1/6' O.C. GLASS OR DOOR ©CONT. EXISTING 6/000. CONC. OR HOLLOW BLOCK STRUCTURE ITYP.) 5E MIN © SEPARATION FROM GLASS SCHEDULE (TABLE 2 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE O• (01011611G CONCRETE HOLLOW BLOCK OR w000 PRA)ING 1/6 -20 MACHINE BOLT L WINGHUT 0! 6 -1/4 O.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE3• EXISTING CONCRETE HOLLOW BLOCK OR w000 FRAFONG ‘t:1 CEILING/INSIDE MOUNT SECTION SCALE : 3" • i' -0 GLASS OR 0000 - 17 SEE MIN. SEPARATIO N FROM OLA55 SCHEDULE (TABLE 2 SCALE 4 • 1' - REMOVABLE FASTENER 0 6.1/6' 0.C. MAX.. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE V . . USE 1/6 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD N NARROW PORTION OP KEYHOLE WASHER 0 O WALL MOUNT SECTION (DIRECT MOUNT) 1 /6'P ELCO MALE W1TH MASHER(D WINGNUT SC HEDULE 6 - O.C. MAX.. BUT 00 NOT EXCEED REFERENCE CONNECTION ANCHOR T10! 1 • SCHEDULE 1/I.• MAX 5 a. C a EXISTING CONCRETE HOLLOW BLOCK OR w000 FRAMING EXISTING CONCRETE HOLLOW BLOCK OR W000 FR AMING EMBE0 GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •1105(• FROM GLASS SCHEDULE (TABLE 2) NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF. O SOFFIT MOUNT DETAIL SCALE , 3" • l• -0" PASTCN(R. 5CC ANCHOR SCHEDULE. REFERENCE CONNECTION • 11051• BUILD -OUT MOUNT SECTION SCALE : 3 • 1' - 0" THREE 1/1.'0 w000 SCREWS w/ 2- MIN. EMBEDMENT OR THREE W000 BUSHINGS w/ 1 /11N. EMBEDMENT ITYP. AT EACH JOIST. TRUSS OR RAFTER 26' OX. MAX.1 2 • W000 JOIST. TRUSS OR RAFTER 012 SM5 BETWEEN TRUSSES' 10' 0.0. MAX. MAX APPROVED AS COMPLYING THE scum ORIMA 8 ILDING CODE OA BY PRODUCT CON . DIV'S ON RUILO1BG CCOE COM�PI:3N L OFFICE {CCEPTANCE i:0. -N• 1/6 -20 M0(1IN0 BOLT L WINGNUT 01 O.C. TYP. TOP L BOTTOM © OR ® Zir OCATE 11 HEADER LEG FLUSH WITH CHANNEL BOTTOM 0•5TENER. SEE ANC0O0 SCHEDULE. REFERENCE CONNECTION •TYPE1• ._ a 4 E 1 /6' M•X. 0 1/6 -20 MACHINE BOLT L WINGNUT 01 6 -1 /6' O.C. OPTIONAL LEG DIRECTION NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF m g > fl ! •S 00110 K r6...On107 Y 1 y.�w.0 w. 99 -230 2n••r 2 Of 6 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' TRACK/3R 3R STUDDED ANGLES WITH STUDS Cl 6 -1/4' 0.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE 'F" TRACK STUDDED ANGLES WITH STUDS Crn 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS Cat 6 -1/4" O.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 -9 5 -8 140.0 4 -5 5 -'6 15b.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 I 2 -8 4 -3 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE 11.111111111111 U 11111111111111111 D > 1/4'0 ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT 1/4'1 O 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'O POWERS ZAMAC NAIL-IN W/ 1 -1/11 MIN. EMBEDMENT ,11111111 I I I 1111111 I I I 11111111111 1/4 "O ITW TAPCON W/ 1 -1/4' MIN. EMBEDMENT 1 1/4'• ELCO MALE/ FEMALE - PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 1 /4'O POWERS CALK -IN W/ 7/8 EMBEDMENT S. 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4'• POWERS ZAMAC NAIL-IN W/ 1 -118 MIN. EMBEDMENT LOAO (WI PSF MAX. (SEE NOTE 1) 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 62 MIN. 2• EDGE DISTANCE SPANS UP TO 3 -7 (SEE NOTE 1) CONNEC TION TYPE 1 2 3 125 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 12.5 12.5 11 6.25 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 12.5 9 6.25 6.25 6.25 12.5 12.5 12.5 12.5 4 12.5 12.5 12.5 11 12.5 12.5 12.5 12.5 6 6.25 6.25 6.25 6.25 3 12.5 12.5 12.5 7 12.5 12.5 12.5 11 12.5 12.5 12.5 10 6.25 6.25 6.25 12.5 12.5 12.5 11 5 12.5 12.5 11 9 4 12.5 12.5 12.5 12.5 7 6.25 6.25 6.25 6.25 10 8 7 5 3 12.5 12.5 11 9 4 12.5 11 9 7 6.25 6.25 6.25 SPANS UP TO 5 -3" (SEE NOTE 1) CONNECTION TYPE 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 9 6.25 6.25 6.25 12.5 12.5 11 6 4 125 12 7 4 12.5 12.5 125 9 6 6.25 6.25 6.25 4 3 12.5 7 4 12.5 12 7 4 125 10 6 3 6.25 6.25 5 12.5 11 9 7 5 11 9 7 6 4 125 12.5 11 9 7 6.25 6.25 6.25 6 5 7 5 4 3 3 11 9 7 6 4 10 7 6 5 6.25 6.25 6 72 6.25 6.25 6.25 6.25 3 5 6.25 230 6.25 SPANS UP TO tr -5" (SEE NOTE 1) CONNECTION TYPE 1 2 3 12.5 10 9 12.5 6 7 12.5 4 6 12.5 4 S 12.5 1. 5 12.5 6 7 12 3 5 10 3 4 10 . 4 10 /% 4 12.5 ® 10 12.5 0 8 12.5E 7 12.5 D 7 12.5 t 7 6.25 6.25 6.25 6 6.25 5 6.25 © 5 9 E 4 7 %/ 3 6.25W 3 6.25 %/ 3 6.25 3 12.5 7 12 5 10 4 10 4 10 4 12.5 6 10 4 9 4 9 4 9 4 6.25 6 6.25 6.25 4 1. MIN. 3 EDGE DISTANCE SPANS UP TO 3 -7" (SEE NOTE 1) CONNECTION TYPE 1 2 3 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 125 125 125 6.25 6.25 6.25 6.25 6.25 12.5 12.5 12.5 12.5 7 12.5 12.5 12.5 12.5 10 12.5 12.5 125 12.5 11 6.25 6.25 6.25 12.5 12.5 12.5 125 5 12.5 12.5 12.5 11 3 12.5 12.5 12.5 125 7 6.25 6.25 6.25 6.25 3 12.5 125 12.5 8 12.5 12.5 12.5 11 3 12.5 12.5 12.5 12 3 6.25 6.25 6.25 12.5 12.5 12.5 12.5 9 12.5 12.5 12.5 10 5 12.5 12.5 12.5 12.5 11 6.25 6.25 6.25 6.25 6.25 12.5 12 10 8 4 12.5 12.5 12.5 10 5 12.5 12.5 12.5 11 6 6.25 6.25 6.25 SPANS UP TC 5' -3" (SEE NOTE 1) :ONNECTION TYPE 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 12.5 12.5 10 7 12.5 12.5 12.5 12.5 10 125 12.5 12.5 12.5 11 6.25 6.25 6.25 12.5 12.5 12.5 12.5 12 3 12.5 12.5 12.5 7 6.25 6.25 6.25 3 12.5 9 3 12.5 12 3 12.5 12.5 3 6.25 6.25 6 12.5 12.5 12.5 12 9 12.5 10 9 7 5 12.5 12.5 125 12.5 11 6.25 6.25 6.25 6.25 6.25 11 8 7 12.5 10 9 7 125 11 10 6 6.25 6.25 6.25 SPANS UP TC (SEE NOTE 1) CONNECTION TYPE 12.5 12.5 12.5 12.5 5 9 125 5 9 12.5 5 9 12.5 6 8 12 4 6 10 3 5 10 3 5 10 3 5 12.5 12.5 12.5 12.5 10 125 6.25 6.25 6.25 6.25 6.25 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 12 5 7 8 4 7 7 12.5 8 12 6 10 5 5 10 5 125 9 125 7 11 6.25 11 6 11 6 6.25 6.25 6.25 6 6.25 5 6.25 6.25 6.25 6.25 3 6 6.25 5 . ANCHOR SCHEDULE FASTSFER MAGLORA SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS CI CC cn 112 ANCHOR TYPE 1-3/4" MIN. THREAO PENETRATION 5HCAR PARALLEL OR PEKP. TO W000 9RAIN w000 BUS NG W/ 1/4-20 SIOEW LK BOLT 1 MIN. EMB CIMENT LOAO IWI PSF MAX. NOTE 1) 62 72 92 230 62 72 92 230 Num 3/4- EDGE DISTANCE SPANS UP TO (SEE NOTE1) coma( TIOWL TYPE 11 11 11 11 6.25 6.25 6.25 6.25 6.25 11 11 11 6 6.25 6.25 6.25 6.25 3 11 11 11 9 6.25 6.25-6 6.25 6.25 SPANS UP TO (SEE NOTE 1) ONNECTION TYPE 11 11 11 11 11 6.25 .25 2 11 11 11 9 6 6.25 6.25 6 3 3 11 9 7 6 6.25 6.25 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 11 11 11 8 11 6 11 6 6.25 5 6.25 3 3 7 5 4 4 6 6.25 6.25 6.25 6 5 6.25 V 11 6 A ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED 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. S. 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 510E CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4." (MIN.) WOOD STUD. 3/6 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). U.O.N. 9. r iA DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10.44-DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE sourm ORIDA BUILDING CODE DA BY BUILDING CODE COMPUANcE OFFICE ACCEPTANCE NO. 11-ol 16-01 rm z. cos w 4 1 11 1 ow ZZ ol- cc d r8 cn -Reg ow 208 E. Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 2/13/2002 Applicant: NANCY Owner: DOWSON Contractor RECOL ALUMINUM PRODUCTS INAddress: Local Phone: Cellular: Parcel # 1132060130710 Job Address: 65 NE 95 ST Fees: FEE2002 -881 FEE2002 -882 FEE2002 -883 Description Building Fee CCF Notary Fee Total Fees: Permit Status: Approved Permit Expiration: 8/12/2002 Work: HURRICANE SHUTTERS If there is no permit package accessible on the job -site for it fee is $50.00, which must be paid in advance before calling for This Permit is granted to the contractor or builder named above to construct the ordinances pertaining thereto and with the understanding that the work will be pert and approved by the proper municipal authorities. This Permit may be revoked at authorization. A further condition upon which this permit is granted is the understE ordinances and regulations pertaining to the work covered hereby whether shown by his agents, servants or employees. Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the we with the plans, drawings, statements or specifications submitted to the proper at myself, my agent, servants or employes. Signed: (Contractor or Builder) Building Permit Permit Number: BP2002 -304 DOWSON NANCY 4117 NW 135 ST Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 20 & E15FT LOT 19 & Amount $' $1.80 $5.00 $85.80 Construction Value: BY: $2,400.00 6 3 /09 4 301: a 1 6 16 5 9 Su P IIAHIAtn) gep. B� Total Fees: $86.80 Total Receipts: $0.00 r NANCY D DOWSON A DAVID DOWSON RENTAL ACCT 305 NE 9Ist Street Miami Shores, FL 33I38