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440 NE 94 St (18)be sent to peared MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address ..�.T.. /L. i9AO GD 1J ZAG e z. Registered Architect and /or Engineer I. If It1”,” ttIT.,11 ....:_,_:.- _ .... Name and address of licensed contractor. 6 L 7 Location and legal description of lot to be built on: C Lot ....l°` � Block . Subdivision ._ .l'/ /n � L .C� ., �. ..._— .. _.... ....._._..._. ._.._. Street and Number where work is to be done 4 9 z ) _ ti' C: State work to be done and purpose of building (by floors) �. +< f2 7 U AI Gw.F .....f 441. and for no other purpose. New Building Remodeling Addition Repairs' No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ !{ O,p e. 0 a Amount of Permit S. Zone cubage required Tian Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be osted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ on1'y�3nai subcon• • • : . _ . work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks._._ (Signed ).. STATE OF FLORIDA, ` COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, said that all facts therein by him stated are t rue. O / f . Permit No..__.___._.._ t __ _ Date __ -_ ' ead, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida ( Signed ) Building nspcctor My Commission Expires `` PLANN C BOARD DATE Chain nan Member Member Member Member Member ...._ Council Approved. Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. — NO... `- 90 Street & .l tly a .._ .�'. U.�i __._ to me well known, PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date , i � � Job Address *ID) 6 Cif- Tax Folio Legal Description Historically Designated: Yes No Lid Owner/Lessee / Tenant /� 12 Master Permit # `-r en _ cf Owner's Address CA C h � CoY.AA -4 Phone Cif 2, — c... Contracting Co. CL 6.0 L £ l t.> uL4-r k e. S Address 4 3 -- TS — r) 0 4 if Qualifier •ut ' . CA C,Q._w -0 SS# Phone ((P b State # C_ _____. (:) _ Municipal # Competency # Ins. Co. 4...u L •S_ Architect/Engineer •f_- U 1. C — Q X ,, Address V 1 qv ILL o. • Bonding Company Address Mortgagor Address Permit Type (circle on : BUILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1 r1STt C 3 f e.a YVu-0._ Sik.1rtrl Square Ft. 3S o ary as to Owner` and(or Condq My Commission Expires: Estimated Cost (value) o ary as t actor.' 6P: 0 My Commission Expires;, rt . s q 6 )•' S: PERMIT 5 t s RADON C.C.F. I . NOTARY 1 ctC.eO . 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 work stated. Signature of Contractor or Owner- : uilder ate 1 !9 /f 7 cr1 D to TOTAL DUE ©. a APPROVED: Zoning Building ∎'' } d ) Electrical Mechanical Plumbing Engineering • SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM OCTOBER 8, 1997 FRANK LUBIEN Building Official 10050 NE 2ND AVE. MIAMI SHORES, FL. 33138 Dear MR. LUBIEN: We are the Dade County Notice of Acceptance Holder for the BAHAMA SHUTTER under number 95 - 0113.02 This letter authorizes SEA VIEW INDUSTRIEto use our BAHAMA SHUTTER approved under number 95- 0113.02 to be used at the following job: Sincerely, Hurst Awning Company Inc. Frank S. Cornelius President HURST AWNING COMPANY, INC. RICHARD GONZALEZ 490 NE 94 STREET MIAMI SHORES, FL. 33138 or 5795 N.W. 36th AVENUE • MIAMI, FLORIDA 33142 PHONE: (305) 635 -0900 / 1- 800 - 3270905 FAX (305) 634 -9078 Magali Garmendia Executive Vice President ' This form must accompany the application for building permit and shall become part of the permit documents. 2 The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. D:\PRODCNTL \PCLETTER \INFO \BLDGOFF\95SHUEXP. SAM CUSTOMER NAME: '4 ^w^ ��/f�� '/ _ 2 -_- / PRODUCT. 7 MEAN ROOF HEIGHT PEAI< ROOF HEIGHT: ou{uo|wowxoT ��w�TH� /�>� ' ~ �-^ v0|wmOvvHEIGHT ABOVE GRADE. 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' i it 1 ■ I I i • ■ ■ | / | � � ' . � | | | | . ! �-��- --_ . / . . / I | / . . - -^ METRO DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Co., Inc. 5795 N.W. 36 Avenue Miami, Your application for Product Approval of: Bahama Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the 'Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 0113.02 Expires:03 /23/98 Raul Rodriguez Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 03/23/95 FL 33142 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 s 4 anger, Di rector • Building Code Compliance Dept. Metropolitan Dade County ; , durst Awning Co., Inc, 1. DESCRIPTION 1.1 ACCEPTANCE NO.: 95- 0113.02 APPROVED 2 3 1995 EXPIRES • 2 3 1998 • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum fold down, bahama type shutter designed to comply with the South Florida Building Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1. The louver blades shall be extruded as indicated on approved drawing No. 94 -187 Sheet 1 of 2, using aluminum alloy 6063 -T6 , 056" thick. 2.2 Louver blades have a vertical projected width of 2.187" and a horizontal projected depth of .865 ", installed at a 2.00" pitch. 2.3 Components shall be aluminum alloys 6063 -T6, extruded rails, mullion and hinge members. 2.4 The single unit bahama- shutter is a top pivoting panel of stile and rail construction, using the box beam Top and Bottom Rails (Part 1), Side Rails (Part 2) and Center Mullion (Part 3), extruded aluminum Louver Blades (Part 4) are installed horizontally into .062" thick x .865" wide Louver Plates (Part 5) at each side, then into side rails or mullion; a continuous extruded aluminum Male Hinge (Parts?), installed using 3/16" pop rivets spaced at 6" o.c. fro ,nt and back over the top rail, engages the continuous Female Hinge (Part 10) which is anchored to the wall; and a continuous "h" Track (Part 7) fastened using 3/16" pop rivets spaced at 6" o.c. front and back to the bottom rail and, when the shutter is swung closed, is secured , using 1/4 " -20 machine bolt or studs and nut, to either a 3" x 3" x 1/8" Plate (Part 8) anchored directly to the wall or to a set of aluminum angles anchored also to the wall and providing a build out. Multiple unit bahama shutters are two or more single unit shutters installed side by side with the use of an "h" track (Part 7) used as an astragal between the two adjoining side rails. 2.5 Tested specimen: Dimensions: 88 1/2" wide x 73 1/2" long overall, 3. LIMITATIONS 3.1 The design will be dependent on the maximum louver blade single (horizontal) span of 19 1/8" between louver plates, at the panel width and a maximum panel (vertical) height of 73 1/2" or 6'- 1 1/2 ". The fold down bahama shutter shall be installed vertically and be operable manually through a continuous hinge located at the header; at the bottom, the shutter is held in the open position thru adjustable support arms spaced at a maximum of 24" o.c., consisting of a set of aluminum pipes 3/4" O.D. x .062" wall inside of a 7/8" O.D. x .062" wall pipe, as indicated on drawing No. 94 -187 Sheets 1 and 2 of 2, bearing the Dade County Product Control stamp. 2 1 /1 Qu M eAl anhel Perez, P.E. Plans Examiner II Product Control Division . - - Burst Awning Co.. Inc, ACCEPTANCE NO.: • • APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 95- 0113.02 MAR 2 3 1995 MAR 2 3 1998 3.2 The following limitations shall apply: 3.2.1 Maximum design load: +68 psf.; -92 psf. 3.2.2 Maximum vertical span (projection): 73 1/2 inches 3.2.3 Maximum louver blade span: 19.8 inches; 3.2.4 Maximum shutter total width: unlimited, as long as louver blades do not exceed its maximum allowed span and intermediate vertical supports consists of either center mullions with steel pipe insert or two side rails with "h" track astragal. 3.2.5 Maximum tube support length in the open position (adjustable support arms): 20 inches 3.3 Minimum separation to existing glass to protect shall be 2 1/2 ". 3.4 Special Requirement 3.4.1 All panels require a 3/16" thick G.E. Lexan XL -1 sheet riveted to top, bottom and side rails, using 3 \16" pop rivets spaced at 6" o.c all around. Since this plastic material is an integral component of this product and is exposed to U.V. rays, weather, etc.; only G.E. "Lexan" approved plastic must be used for -this application, Mfr. must leave the masking or peel coat on the interior surface until the building inspector reviews the installation. This masking should contain enough information to properly identify the product. 3.4.2 Steel tube (.859" dia. x .113" wall) insert at all center mullions. 4. INSTALLATION 4.1.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The continuous Male Hinge (Part 9) installed, using 3/16" pop rivets spaced at 6" o.c. front and back, over the top rail, engages the continuous Female Hinge (Part 10) which is anchored directly to the wall; and the "h" Track (Part 7) fastened, using 3/16" pop rivets spaced at 6" o.c. front and back, to the bottom rail, is secured thru the 1/4 " -20 stud w /nut to each 3" x 3" x 1/8" Plate (Part 8) spaced at not more than 28" o.c. and anchored directly to the wall, as shown on Drawing No. 94 -187, Sections Al and A4 "Wall Mount ", Sheet 2 of 2, bearing the Dade County Product Control approval stamp. 4.1.2 Build Out Mount This mounting arrangement is similar to the above, except that at the head, a continuous 2" x 2" x .125" aluminum filler tube is used between the continuous Female Hinge (Part 10) and the wall; at the bottom, the "h" Track (Part 7) is secured, using 1/4 " -20 machine bolt and nut spaced at 16" o.c., to the short leg of a 1" x 2" x .093" aluminum angle, which in turn is fastened, using 1/4 " -20 machine bolt and nut spaced at 16" o.c., to a 2" x 2" x .125" aluminum angle, which is secured thru the 1/4 " -20 stud w /nut to each 3" x 3" x 1/8" Plate (Part 8) spaced at not more than 28" o.c. and anchored directly to the wall, and providing a 2 1/2" build out as shown on Drawing No. 94 -187, Section A2 "Build Out ", Sheet 2 of 2, bearing the Dade County Product Control approval stamp. -2a- i Man Perez, P.E. 4111 Plans Examiner II Product Control Division Hurst Awning Co., Inc, ACCEPTANCE NO.: 95- 0113.02 APPROVED : ILIA 2 3 1995 EXPIRES : MAR 2 3 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.3 Build Out Mount This mounting arrangement is similar to the above, except that at the head, the continuous Female Hinge (Part 10) is secured, using 1/4 " -20 machine bolt and nut spaced at 16" o.c., to the short leg of a 1" x 2" x .093" aluminum angle, which in turn is fastened, using 1/4 " -20 machine bolt and nut spaced at 16" o.c., to a 2" x 5" x .125" continuous aluminum angle, which is anchored to the wall; at the bottom, the "h" Track (Part 7) is secured , using 1/4 " -20 machine bolt and nut spaced at 16" o.c., to the short leg of a 1" x 2" x .093" aluminum angle, which in turn is fastened, using 1/4 " -20 machine bolt and nut spaced at 16" o.c., to a 2" x 5" x .125" aluminum angle, which is secured thru the 1/4 " -20 studs w /nut to each 3" x 3" x 1/8" Plate (Part 8) spaced at not more than 28" o.c. and anchored directly to the wall, and providing a 5" build out as shown on Drawing No. 94 -187, Section A3 "Build Out ", Sheet 2 of 2, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above, 4.2 Anchorage of the hinge member, plate, aluminum angle or tube shall be to concrete, masonry and/or wood framing and shall.consist of only the anchors, embedment and spacing specified on Drawing No. 94 -187, Sheets 1 and 2 of 2. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent Set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage (t all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warping Note shall be permanently stamped in each panel advising the home owner or tenant that during hurricane warning periods, wind speeds approaching 75 mph, pipe supports must be disconnected, the shutter folded in the closed position and bolted to the wall. Man el Perez, P.E. Plans Examiner II Product Control Division 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 94 -187, Sheets 1 and 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of the shutter to meet the pressure requirement of the opening in which it is to be installed. - 2b - TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY HETI -94 -377 Max.. 1.88" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +88.00 PSF HETI -94 -377 +67.69 PSF HETI -94 -377 CYCLIC WIND PRESSURE TEST SFBC PA-203-94 NEGATIVE - 120.00 PSF HETI -94 -377 -92.31 PSF HETI -94 -377 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +102.00 PSF HETI -94 -373 +68.00 PSF HETI -94 -373 @ Design 1.456" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE - 138.00 PSF HETI -94 -373 -92.00 PSF HETI -94 -373 DESIGN PRESSURE RATING 1 +68 PSF -92 PSF • • . Hurst Awning Co.. Inc, 7. TESTS PERFORMED TESTS: 8. EVIDENCE SUBMITTED - 2c - ACCEPTANCE NO.: 95- 0113.02 APPROVED EXPIRES RESULTS: • Manu LPerez, P.E. Plans Examiner II Product Control Division MAR 2 3 1995 MAR 2 3 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of bahama shutters, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -377, dated Nov. 17, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of bahama shutters, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -373, dated Nov. 15, 1994, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -187 "Bahama Shutter ", Sheets 1 and 2 of 2, prepared by Knezevich and Associates, Inc., dated 11/29/94, rev. #2 dated 01/23/95, signed and sealed by V.J. Knezevich, P.E. 8.2.2 Die Drawing No. GAS -42150 of extruded louver blade. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by INDALEX dated Dec. 13, 1994 with chemical composition and physical properties of alum. alloy 6063 -T6 for louver blade Part No. GAS - 42150. 8.3.2 Certified Tensile Test Report No. HETI 94 -T45, for colonial and bahama shutter specimen, prepared by Hurricane Engineering & Testing, Inc., dated 11/29/94, per ASTM E8 -93, signed and sealed by Hector M. Mediiia, P.E. 8.4 Calculations: 8.4.1 Anchor analysis and calculations dated 01/06/95, Pages 1 thru 4 of 4, prepared by Knezevich and Associates, Inc., signed and sealed by V.J. Kne ;evich, P.E. • • i-Iurst Awning Co.. Inc, • 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice Of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been. filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. A copy of this approval as well as approved drawings and other documents shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. ACCEPTANCE NO.: 95- 0113.02 MAR 2 3 1995 APPROVED EXPIRES 3 • Manu Perez, P.E. Plans Examiner I1 Product Control Division MAR 2 3 1998 O TOP & BOTTOM RAIL 02 SIDE RAIL HALF WAX ® TYr. I.E91• .095• -•• RYA • i m ®7 'h' TRACK I0LF SCALE 22 -1 /W -1 MAX SCALE • 3/f' • 1•-0' / O 0 ti UNLIMITED (ADD CENTER MULLIONS AS RER'A) CENTER MULLION V/ INSERT ® TYPICAL ELEVATION (SINGLE UNIT) W4/ SCALE 3.000' ® PLATE HALF SCALE t N 1 HOLES FOR WOOD LAG SCREWS (t ONLY) TOP RAIL AND HINGE SHUTTER (TYP) S IDE RAIL® ® BOTTOM RAIL ®A 0 0 CENTER MULLION ® LOUVER BLADE k HALF SCALE 0 MALE HINGE HALF SCALE .000' --ii 11 CAMEL BACK HINGE 9 HALF SCALE UNLIMITED (ADD ADDITIONAL 44 -1/4' UNITS AS REO'D.) 41 -1 /1' MAX 44 -1/4• MAX. - •h• / 1TRAcK�V ) u ® TIP. l� C£ TER ON Er MAIL SCALE • 3/0' • I mu! star 1[1-- P81' R R A284 ' � EIQ ' t L375' @ERAL NOTES L THIS BANANA SHUTTER IS DESIGNED IN ACCORDANCE THE SOUTH VITA FLORIDA BUILDING CODE. 1994 EDITION AND THE 1994 /ROWARD COUNTY EDITION AS A HURRICANE SHUTTER OR A CANOPY SHUTTER FOR SHADE PURPOSES. SEE APPROPRIATE NOTES IELEN• L AL.RIINUM EXTRUSIONS SHALL DE 6069 -T4 AUJUIOlR ALLOY, LLIIIL 0 FEMALE HINGE a ALL SCREWS, VOLTS AND WASHERS TO 1E 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL OR GALVANIZED STEEL. WITH A 33 KS] HINIHUM HALF F.CALE YIELD STRENGTH. ALL PEP RIVETS SHALL RE 3/16' DIAMETER 3052 ALLIONUR ALLOY. JAMS! SW- 4. S1GOF SHUTTER 1I RASED ON NETI TEST REPORT /II HETI 94 -377 AND 5. EACH SHATTER ASSENRLY SWILL 1E PERNNENTLY LABELED AS F LLOV5 TYPICAL ELEVATION (MULTIPLE UNITS) TOP RAIL AND HINGE . ' __-_ sorrow atm. ® Abe o HRST AWNING CO. DC. MARL FL DADE COuJTY PROD. APPRD. 0 LOUVER PLATE HALF SCALE. .859•0 .113' THE PEWIT HOLDER SHALL VERIFY THE ADEO.*CY Cr THE EXISTING STRUCTURE TO SUSTAIN THE NEV SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE LO3 SITE IEFORE common WITH THE WORK WHAM SHUTTER fDR HURRICANE PROTECTOR& 7. THE DETAILS AND SPECIFICATIONS SHAWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNWORN STATIC AIR pecssum TESTING IN CONFORMANCE WITH DADE CDLR(TY PROTOCOLS PA20L 202. AND 203 WITH DESIGN LOADS AS FOLLOWS - POSITIVE DESIGN LOAD 61 PSf - NEGATIVE DESIGN LOAD 92 PSF • POSITIVE AND NEGATIVE DES16N PRESSURE CALCULATIONS FOR BUILDINGS SHALL PC PERFORNED IN ACCORDANCE WITH ASCE 7-98 OR 7-93 'NDIHUI DESIGN LOADS FOR IULDINGS AND OTHER STRUCTIRCS' WITH A BASIC VINO SPEED or 110 Wei CR AS REQUIRED BY GOVERNING AUTHORITY. DESIGN PRESSURE OF PROTECTED OPENING SWILL BE LESS THAN OR EQUAL TO THE RATED DESIGN PRESSURES. 9. THIS RUITTER SHALL BE PROVIDED WITH A PC10011 NT LABEL INSTRUCTING THE OWNER OR TENANT TO CLOSE AND FASTEN THE SHUTTER TO THE WALL DURING PERIODS OF TOE AS ARE DESIGNATED sY THE Ulf. WEATHER BUREAU AS DOUG A HURRICANE WARNING OR ALERT. 1Q POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS FOR BUILDINGS SHALL BE PERFUMED IN ACCORDANCE WITH ASCE 7-98 OR 7 -93 '1100181 DESIGN LOADs 10R suLDDvGS AND OTHER STRUCTLRKS• WITH A BASIC WIND SPEED OF 75 NAN OR AS REQUIRED PY GOM M/1G AUTDQIIY. DESIGN PRESSURE OF OPENING SWILL BE LESS THAN ER EQUAL TO THE RATED DESIGN PRESSURES CDRRCSPONDDG TO THE OPEN OR CLOSED INSTALLATION RATINGS AWL © STEEL PIPE INSERT HALF STN A53 TYPE 5 GRADE 3 1/2'I STD ISDED 40) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ._K 9t PROGJC1 .: NTROL DIVISION BUILDING CODE OMPLIANCE 1 ICE ACCEPTANCE NO U 0 19 0 0 b 4 a 0 1 N 2 V W 6 w N 94 -187 .Hut 1 of 2 1 1 • STRUC TURE GLASS/DOOR LEXAN 1ACKDCCa TYP. SEE SECTI 4 ® co: e WALL MOUNT , SECTION SCALE ' 3' • 1'-0' EXISTING STRUCTURE 1/4.1 RAVL TAPPER CMG SCREV ! 1' O.C. EXISTING STRUCTURE 1/4.1 RAWL UDC/ LT W/ 1 -1/0' MIN EMBEDMENT D4 CONCRETE OR MASONRY. FOR WOOD APPLICATIONS USE ONE V4'0 VWD LAG =REV V/ 1 -VC PDCTRATIDII INTO WOOD FRAMING. 1/4' -20 BOLT L NUT 1 -1/4 MIN. EXISTING STRUCTURE 1/4• -20 x 1 -1/2' BOLT 1 NUT cot VINGMJT ® PLACE BELOW IOTT01 FRAME OR ADD ADDITIONAL VALL PLATE (S) AT EAL11 MULL104 AND FASTEN TO 1 \4' -2• STUD VIM NUT SCALE • 3' • 0 CONT. V4•1 RAWL TAPPER • 1 rr OA ® C0NT. 7/16 POP RIVETS ! 6' O.C. FRONT AND BACK, TVP. 3/16'• POP RIVETS O 6' O.C. new AND BACK TYP. 04.0 1/4' -20 STUD V/ NIfl AT EACH PLATE ®t eQ•DC. W/4 V4.0 RAG& TAPPER COLIC. SCREWS EA PLATE - 0 CONT. N. T. LEG 1 )RACKET EXIST STTRUCT LEXAN BACKING TYP. SEE SECTIW ®02e EXISTING STRUCTURE © (TYP. up L BOTTOM) 0 TYPICAL OPEN POSITION • SEE NOTES 9 L 12 1/4' -20 ALUML BOLT L NUT 77' O.D. x me T. ALUMINA PIPE .075' O.D. x J 2' TNK ALUMDNIJN PIPE AUNL PIPE ASSEMBLY ! 24' I1C. MAX. SPACING BUILD OUT SECTION SCALE '3'•1' -0' .3/16' LEXAM V/ 3/16'1 ALMA( POP RIVETS 0 6' O.C. ALL SIDES CENTER MULLION© V/. INSERT 0 0 'h• TRACK O 1/4•1 RAWL TAPPER CONC. SCREW 0 NM 0,C. 2' x 2' x 425' CONT. ALUM. TUBE 0 1/4' -20 MACHINE MOLT W NUT ! 16' 0.C. 1' x r x .093' CONT. ALUM. ANGLE 2' x 2' x .125' CONT. ALUM. ANGLE l/4' -20 STUD V/ NUT AT EACH PLATE 0129'OC. V/ 4 1/4•1 RAVL TAPPER CDG SCREVS EA. PLATE TYPICAL SECTION SCALE 1 3' • r -r 9/16• LEWIN W/ 3/16•• ALUK PDT RIVETS 0 6' 0.C. ALL SIDES SCALE • 3' • 1'-0' TYPICAL SECTION LEXAN SACKING TYP. Sw SECTION ® EXISTING STRUCTURE ALUNDUI PIPE ASSEMBLY V4' -20 x 1/2' &LT V/ 1/411 JACKWT ALUNDUR PIPE ASSET0.Y V4' -20 x 1/2' BOLT V/ V410 JACKKUT MIK 2 -1/2' MIN. ALT. DIRECTION OF ANGLE LEG AND BRACKET SCALE ' 3• • SCALE • 3' • 1'-0' 2 - 110 SMS (INTERNALLY) SCALE • 3' • 1' •0• c BUILD OUT SECTION ALT. DIRECTION OF ANGLE LEG 2' 5'x125' CONT. ALUK ANGLE (TYP. TOP 1 BOTTON) 1/4' -20 STUD V/ NUT Al EACH PLATE 1/4'-20 IIACIINE BOLT V/ NUT ! 16' OG (TYP. TIP L IOTTDO ® CWT. c 0 cOHT. 9 129'MC. V/ 4 4'1 RAVL TAPPER CONC. SCREVS EA. PLATE GLASS/ DOOR TYPICAL SIDE RAIL TO TOP & BOTTOM RAIL CONNECTION TYPICAL CENTER MULLION TO TOP & BOTTOM RAIL CONNECTION 0 0 0 EXISTING VIIOD FRAMING WOOD RAKING O Etta 411 WOOD LAG SCREW ! r O.C. • CWT. l/4' -20 STUD W/ NUT AT EACH RATE 24' TIC. V/2 1/4'• WOOD LAG SCREW EACH PLATE WALL MOUNT SECTION SCALE • 3' • l' -0' • SEE NOTES 9 L 12 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 5 DATE at PRODUCT IF TROL DIVISION BUILDING .CODE M LIA CE OFFICE ACCEPTANCE NO 1 rD 4 KE c i 4 s P.O. Box 530022 3 -R CONSTRUCTION CORP. Miami Shores, FL 33153 Tel 305 - 891 -9865 Certified General Contractors New • Remodeling • Renovations Fax: Residential • Commercial Ae S P 174 l s JZ R- c U tfIc L F- e (L ea 0_010 s'T-12_0 a.) OD 0-D! t 00 E 6 T o �C) l2 r4-V o zt, . — r - C) s j >J ST A. I 1 -,�T S Lo w ` l Ll a3 ttt. ( A - 1 s \has Acy. rvoc u E6: 11-1-4 ¶ 1 P.12- I Zc v� J 2 r e w4- CD I-4-'9=4 T t E P . L_--.I c;l =1'JS , i p� N '71-�I GAM 'N L!C -STATE OF FLORIDA A or en Hernandez * � mmissio # DD476455 EP 27, 2009 Bonded Thru Atlantic Bonding Co., Inc. •DT PE 1214; T 4 V\IS 12 -DS - I IZS mcmgviml 0 5 2006 AJJ BY: BUILDING PERM IT APPL1CA TI ON Iv IBC 2001 ('iI J4l Id" rt� V/(14'$ite /c ie.J 4- NM 'fcnanl /Lessee Name Is Uuilding historically Designated YES NO $ Value of Work For this Permit SiIrmillal Fee $ Nola( $ Scanning $�j Total Fee Now Due $ (Continued on opposite side) Radon $ .. .�.AN.LAAA NA.LV1 V../ IJ ♦ A A .L l.4t± Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 331.38 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. Permit. 'Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Tilleholder) C $4k» t'P€ y � C / V I Z A l.Phone # , � 0S 753 '- O 7 r,„1. l- Owner's Address .. e /U / .lob Address (where the work is being done) y 9 t 4" ' Zip 3 3/3 6 Phone # S'7 Mechanical Roofing City __ Miami Shores Village County Miami- / Dzde Zip . 373't ( 'milt actor's Address 1 70 O NE (O 5 2 —f' 4 `S l 2.. ('i1 M S Stale Zip "S 3 k 3 0 ()oalilier J p t2 E. Oec' .b 2c Type of Work: [_]Addition ❑Alteration S( uare Footage Of Work: z ew * * * * * * ** * ** * * * * **:* ** * * * ** Fees * * * * * * ** ** * ** *** ** * ** * * ** * * * ** Permit Fee $ 1 7.0 v ./ Training /Education Fee $ 0, Lk Technology Fee $3 • Q C� ' Zoning ('ode Enforcement $ Structural Plan Review. $ 13ond $ n T I N ( l 3 0 zn�s Contractor's Company Name 3' I\, 0_0IJ STeoO t.Ow) dope. p . Phone # 3C2 t — 3 2 3 — 88 Slate Ce►Iificale or Registration No. C C 76. 2 Certificate of Competency No. Architect /Engineer's Name (if applicable). , t (47(/V/0 12ood)11c- Phone it 30j 3 /1-4,7 Repair /Replace ❑ Demolition Describe Work: AI U,e-et rc.)t)' -* I R - ea 1 AAOv i° e /s. CCF $ 0. b0 CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage..ender'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. 1 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 constntciion and zoning. "WARNING T() 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. .'-Il.so, a certi /ied copy of the recorded notice of commencement must be posted at the lob site for the /irsl inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w not be approve and a reinspection fee will be charged. Signature NOTARY PU Sign: Print: M _ ......... _:. - ABPUL A. CLA ** a.or,t}Mf 0i' #M at * ** �. h CS. Ap ;,I 1 C_CJ APPLICATION APPROVED BY: Chc 05/13/03 ******** * * * * * * * * * * * * * * * * * * * * * * * *k * * * * ** Signature - Owner or Agent t I r The foregoing insUi was ac n _ day of N CA/P1' �: U CS, by (CV'1 6orj26 E ? , day of - , 20 C 3 by f O R 6- t Ito i 416(w: Z who is personally known to me or who has produced ''C. , , I (who is personally known me or who has produced As identification and who did take an oath. as identification and who did lake an oath. NOTARY PUBLIC: (IC k Sign: j � �^- 4 - (C`� C. aI. f il- Q - Print: J t t /V J • ti FA n 4✓ My Co►n►nis��� !:•, i JOFINJ.IIEMN * s P * FJ(p I IONNDD245792 fit •. *9C9trkISQTcX P* # * * * * * * * * * **V: Bonded Thru Budget Nobly Services 44. * Plans Exan►iner Engineer Zoning ** * * * * * * * * * * * * * * * * * * * * * * * * * * * *** -Is*** ' * * * * *** -h ** ** k * ** * * **:K **' 4. JOB ADDRESS: X 9 0 N r, (S-1 APPLICANT• ZONING CRITIQUE SHEET PERMIT # j 6c'i i T R (olij/ it d t (or? APPLICATION: i,� f I creel G V A- -,1 -5 p lar. e ex-;)- /2- COMMENTS a(3 h a-L r DATE Walos - 1 . App) cap ✓LA- lOsuve. e.�l• c u1 P ct App ► c te_ a c 4. INITIALS Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 430 Miami Shores Village Building Department ,v lti' S f}-�d ' i s S , 2-e /1,0 e 714 6 r4/fr7 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - 1 I s Permit No. Job Name Date BUILDING CRITIQUE SHEET PriArk;cee. 4- V A_ Pl9rA} S ` , ,v loc / Z ,-,) (7/1 ffrrit wt) ( 4-eV; Issue Date: 2/2212006 Owner's Name: RICHARD GONZALEZ Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 490 94 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11/30/2006 Contractor(s) Phone 3 R CONSTRUCTION CORP. 305 - 891 -9865 Primary Contractor Yes Comments: ALUMINUM DIRECT MOUNT HURRICANE PANELS (KITCHEN DOOR AND GARAGE FRENCH DOOR) Additional Information Type of Work: Additional Info: No of Openings: 2 Classification: Residential 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -12 -05 -1125 Phone: (305)756 -0782 1132060140300 Lot: PB: Total Square Feet: 0 Total Valuation: $ 480.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $120.00 $6.00 $3.00 $129.80 Invoice Number WS Total: f 2 7 PAID Amt Due $129.80 Amt Paid 12 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Building Department Chart Product Approval Design Pressure ( +) PSF ( -) PSF Address: Opening Design Pressure ( +) PSF ( PSF . l 0 E Rough Opening Size `/� 7 '" ' O X 8 , f" s -r Permit Shutter Required Yes / No r e rib lei Mullion Required Yes / No ...../ Product Approval Schedule / Comparison Product Acceptance Impact Yes / No Opening Description of Window ID or Door or Mullion Number ®Z— CWA, 04 $$ / " ,Z)D Z G/L_ . !G t* . 1 F. wort. —t O 7g4. !, 12 x9y y P� Z / periz r� r - !) I —07)-4..t 1 3o x ii `` 4 L•r I . -- .?// W 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 (305) 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: 0.060" 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 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 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 NO'A shall tie ordvi 1el'fo th'e.user by the manufacturer or its distributors and shall be available for inspection at the job site at the request request the Building Official. This NOA renews NOA # 02- 0531.05 and ovpsist: of thispage ••a4 ell as approval document mentioned above. The submitted documentation was revte ed 11 !dy £ MaUaz, D.1 ... . .. .... ... • . . • ... • • • • • • • • • • • • • • .. • • • • • • • • .• • • • ••. • • • • • • • • • • • •. •. • • • NOA No 02 -0826.06 Expiration Date: 08/26/2007 Approval Date: 09/19/2002 Page 1 E o (0 O 0 S. ADMINISTRATIVE CO DOCUMENTS COMPLY WITH CHAPTER 61G1S -23 OF THE FLORIDA 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 APPROVAL DOCUMENTS AD TO THESE APPROVAL DOCUMENTS WILL VOID 8. BUILDING OFFICIAL MAY ELECT DEVIATE FROM THE FOLLOWING APPROVAL DOCUMENTS. THE A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT V/HICH 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 AND 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 TENSILE WASHERS SHALL L 60 OF G ALVANIZED OR STAINLESS STEEL WITH A 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. TOP b 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 WI DI CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION Q L 1. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS 112 -1/2 O.C. AT MIDSPAN W/ 1/4 -20 x 1" MACHINE BOLTS WITH DIE F ST, .�4 LUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE.TYPICAL ELEVATIONS ORQQ FOR PANEL SPANS LESS THAN 33" . OVERLAP FASTENERS & TUBE ARE NOT R QUIR D. 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. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING • • Mug • • • w WO USE 1" x at 1§ %iP STEC TUBE WHERE APP SEE NOTE 14T`=PICAL ELEVATIONSNIFYP. EXISTING CONCRETE. HOLLOW BLOCK ORatl FRAMING • • • • • •• •• ••• • • PRODUCT RENEWED as complying with the Florida Braiding Code Accept:ace No 0 F'.ipiradoa Date 0 • • • • 0 •0 o7 N 0 N • :• OYf•R 'LAp FASTENERS • T. (SBE NOTE M 14 •• •U 16'G45E3ALV. STEEL QLE LQ URE PIECE: r x 2" MIN. TO 2" x 5" MAX. ' FASTENER @ 12" O.C. • • &OR:DESIGN LOADS LESS THAN • OR I(1UALYO 100 PSF AND • 8" O.C. f0 DESIGN LOADS • GR jCf( 100 PSF. • ...LSE N R SCHEDULE FOR • • N ACCEPTABLE ANCHOR) 5a 16 GAGE GALV. STEEL 0 .125" 6063 -T6 ALUMINUM 5" MAX. ANGLE SCALE : 3" =.1' -0" 2 ". 3 ": 4" OR 5" O ANGLE O SCALE : 3" = 1' -0" GALV. STEEL GRADE SO OR ALUM: t = MIN..085" 13 KEYHOLE WASHER SCALE : HALF SIZE 1I 1 D -16 GA. 0 STEEL TUBE SCALE : 3" = 1' -0" 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS @ 12-1/2" O.C. ITYPI 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 1" 1 1.50" 1 STUDDED ANGLE SCALE : 3" = 1' -0" w 0 - i 1- sZ uw VI-1 w J tu W ZZ a o. i X O N O us LL N 15 OO. ANGLE SCALE : 3" = V -0" Q z Z 0 N 0 0 I 0 0 J u w 1 PLAN VIEW .SCALE: 1 -1/2" = 1' -0" 1.50•'_1 12.50" COVERAGE 14.50" STORM PANEL 0 SCALE 3" = V -0" .093" TYP. 1 1.50" 1 1 TYP. 1/4" :.S. STUD @ 6 -1/4" 0.C. WIDTH UNLIMITED (PCRP. TO PANEL SPAN) SECTION 0 USE 1•' x 1" x 16 GA STEEL TUBE WHERE APPLICABLE ' SEE NOTE 14 L TYPICAL ELEVATIONS (TYP.) I I 1 .188" O "F" TRACK SCALE : HALF SIZE WINGNUT SCALE : HALF SIZE r J r a T PLAN VIEW NOTE 1/.) minommenismomm T - 1 -3/4" OVERLAP MIN /TOP MOUNT ✓ 000 © OR DIRECT MOUNT W 0 " XZ u W N J /- x 1" TUBE. MAY BE / USED WHERE REDUCED w Xi ✓C SEPARATION FROM GLASS Q Q - - IS REQUIRED. SEE o.•• SEPARATION FROM GLASS Y X SCHEDULE. SHEET 3. *NO cc a PLAN VIEW L NOTE 14 SHEET 10 F N O: VERLAP FASTENERS m ° (SEE PLAN VIEW t. N BOTTOM MOUNT O® OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNT ' • OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS OR DIRECT MOUNTS WITH ANCHORS @ 6-1/4" 0.C. OR 12 -1/2" O.C. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. OR 12 -1/2" O.C. 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE X 4 . E 0 /1 .375 11.00 1.813" 2.000" O "h" HEADER SCALE : 3" = 1' -0" • 1 3.500" • 11.001 1.- 16 GAGE GALV. STEEL GRADE SO OPTIONAL LEG DIRECTION .250 1.813 ` 1.987" O "h" HEADER 10 STANDARD CHANNEL SCALE : HALF SIZE WIDTH UNLIMITED •• • • • •• 2" MIN. • ••_• ••• •• • R 1) L i S 4NT • 8" 0.C•FOR O[SIGN LOADS • GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXIST) G • ••• • • CONCR E. H L01r • • BLOCK R Hi D - SCALE : 3" = 1' -0" (PERP. TO PANEL SPAN) O C - 11 SOFFIT CHANNEL SCALE : HALF SIZE 1.00" • 75 N SECTION t 1. t "U" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL GRADE 50 OPTIONAL LEG DIRECTION 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" " 1' -0" 75 TOP MOUNT ®® OR DIRECT MOUNT •ra x r TUBE. MAY BE / USED WHERE REDUCED .•C SEPARATION FROM GLASS - - - IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3. AND \\__4 `• PLAN VIEW IC NOTE 14 SHEET 1 VERLAP'FASTENERS (SEE PLAN VIEW 6 NOTE 14) BOTTOM MOUNT 00 OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS ' WITIIO,1NCaO14S 46 - 104004 •• • • • • • • • • • • • • • • • •• • • • • • • ••• •• PRODUCT REVISED as eoiapl the Florida � B e� Il� lfO o2- °417[9"5 3 /. Ii pndw bate o ; tar Z • By i Miami Dade net Control Did*:io11. • • • ) • FRAM • • ••• •• • • • ••• en en o 8 d aa 18 °a sat 0 Ms S • � N al E N 6 N } zg F. 2.e! D W zz 7 is 0� toy 016 00 r 2 1 co CC 0 uio 0 z7 < P o L J o co�Nom . wZo8 ct Z .80; _a ;< u 0 Cv) 0. CH ' 0010983 zee O • 4. a T Q N O a u z 0 ° o to 0 t J (Bate 07/19/1999) `scale 1 l AS NOTCD [design by 1 l VJK (drawn by l • MC checked b VJK drawing no. 99 -230 t sheet 1 of4 GENERAL NOTES: 1 THE PROVISION SET FOR THE ISSUANCE OF A SHUTTER I OF ACCEPTANCE 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 WIND VELOCITY. FOR WIND 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. 05/23/02 10:46 in 325- 1- 5.00" 1.50" 1l PRODUCT MARKING LOCATION/ 5.00" t t t. PRODUCT MARKING (OPTIONAL LOCATION) 0 aol r 0 2.0 0 0" .062" 0 N r 1 2.000" .062" TYP N E 0 N 0 0 CV 0 1 N 0 N 0 N 0 0' O N .0 .0 0 O n N 01 cn E :r? I O) O7 v V U 0 a SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 2) GLASS OR' DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR r x 4" x .125" OR 2" x 4" x .125" AL. TUBE OR 2" x 6" P.T. WOOD W/ 1/4 "0 LAG SCREWS (30 12" O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE © 05/23/02 11:05 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION •1YPE1' EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING ANGLE TO WALL DETAIL O WALL MOUNT SECTION A SCALE : 3" = 1' -0" PANEL TO ANGLE DETAIL t�• 2 - 1/4 "0 t (. -y= iS.i. • • • • • • LAG SCREW (an 24ti0.01 MUX1) • • • • W/ 1 -3 /O" PENETR • • • • • •• IN CENTER %% STeaS • • • • • • • •• ••• •• • • le •• • • • ••• •• • • • • • • • • • • • • • ••• • • • • • • • THIS DETAIL BE SSEO • • •• • • • • AT TOP OR ACfftOM AF PANELS! • • • NOTE: USE OF THIS DETAIL IS LIMITED TO ± 72 PSF. WALL MOUNT SEciroN (QO iciri ) • .e SCALE : 3" = 1' -0" • • •• •• • • • •• •• ••• • • • ••• • • 1/4 -20 MACHINE BOLT & WINGNUT (8 6 -1/4" O.C. 7 1/4 -20 MACHINE BOLT & WINGNUT is 6 -1/4" O.C. EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE (TYPJ SEE MIN. • SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. B O CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" GLASS. OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE : 3" = 1• -0" FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 3 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 1/4 -20 MACHINE BOLT t WINGNUT lm 6 -1/4" O.C. EXISTING CONCRETE HOLLOW BLOCK OR DG DIST/ WOOD FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 3' 1/4" MAX. REMOVABLE FASTENER @ 6 -1/4" O.C. OR 12 -1/2" 0.C. MAX., BUT DO NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULL 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 WALL.MOUNT SECTION (DIRECT MOUNT) /8" MAX. 1/4 "0 ELCO MALE WITH WASHEREO WINGNUT (l0 6 -1/6" O.C. OR 12 -1/2" 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 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE1• OR "x .125" AL. TUBE (OPTIONAL) f •-- GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) S /8" MAX: EMBED ITYP.) Lr ® SEE MIN. SEPARATION FROM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1' '11/2" OPTIONAL LEG DIRECTION BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0 / 1/4 -20 MACHINE BOLT t WINGNUT @1 12' O.C. TYP. TOP s BOTTOM �2 OR 3Q LOCATE "h" HEADER LEG FLUSH WITH CHANNEL BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • •• • •• • • • ••• 1• • • • w • • • PRODUC %•• % •• • • 1/4" MAX. 1/4 -20 MACHINE BOLT t WINGNUT as 6 -1/4" O.C. NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF THREE 1/4 - 0 WOOD SCREWS W/ 2" MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ r MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER (9 24" 0.C. MAXJ 2 x WOOD JOIST. TRUSS OR RAFTER *12 SMS BETWEEN TRUSSES t! 10" O.C. MAX. . 1/4" MAX. as coosPtyhst with the Florida - Bolding Code PRO REVISED Ac — o. Z . p%6 with the Florida Date • 7 ; By A No02- 0531.0 MiamiDsd tlDdnct award E=p • t o f 1 e O $ 2 20o t- Division By NOTE : USE OF THIS DETAIL IS LIMITEE TO ±2 1 SF. • • % Miami 'M� ' roduct Control ® SOFFIT MOUNT D {'�el� :• 1 • • SCALE : 3" = 1' -0" en o p � d a 4 8 2 • 0 ■ • N O c • e0 m • *. 8 a se 6 S IQ N 3 V SS2 2 m A •$ _1 VJ. KN CH f= auc 1.» 0010983 1 c ;s 1AY ; 2002 Tar 0 4 cc z z 0 r i 1 � z z u z O V • •' P M r• O � e o 0 O dare 07/19/19991 scale AS NOTED (design by 1 1 VJK (drawn by • Mc [checked b1 l VJKJ drawing no. 99 -230 1 sheet 2 of 4 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 05/23/02 11:08 BUILD -OUT MOUNT SECTION SCALE : 3" = 1• -0" ALUM. OR GALV. STEEL SPACERS AS REQ'O FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1 tn 0 td 0 0 WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK O 0 0 •r EXISTING CONCRETE . HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION•TYPEI' 1/4 -20 MACHINE BOLT 1. NUT @12 "O.C. Ss CONT. ITYP. TOP IL BOTTOM) EQUAL 1/4" MAX. EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION• TYPE 1' 1/4 -20 MACHINE BOLT L WINGNUT @.6 -1/4" O.C. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE W000 FRAMIN CONNECTION 'TYPE 1 • •Mr Vila 4o . Fir I i Q111O\1■1 MBED (TYP) SEE MIN. 'SEPARATION FROM GLASS SCHEDULE (TABLE 2) rrjt7 . W11 1 'UU111: • • • • •' • • • • • • • 1/2 SCALE : 3" = V -0'� • • • 1/4 20 MACHINE BOLT i WINGNUT (i 6 -1/4" O.C. • • • • l • • • • 1 • • SEE MIN. • SEPARATION FROM GLASS SCHEDULE (TABLE 2 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE /6" CONNECTION 'TYPE 1 • MAXI I SEE MIN_ SEPARATION F' OM GLASS SCHEDULE (TABLE 2 • • •• • • •• ••• • • • • • • •• ALT. "F" TRA4K•CONNE.CTJOI4 • O TO NEW STF:UGTIJRL;TtE r 7 � I . • • • • •• •• • • • .• ALUM. GAL17. TEEL • • • • • • • PACE R '0 • • • • ■ -. • • • • • • • • • • NV • •• • • ••• ••• •FASTENER•SEEIIICHOR • SCHEDULE, REFERENCE CONNECTION • TYPE 1 • NOTE : USE OF THIS DETAIL SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT i WINGNUT @ 6 -1 /4 0.C. "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL V4 -20 MACHINE BOLT i WINGNUT @ 6 -1/4" 0.C. IN S/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK "P TRACK CONNECTION TO NEW STRUCTURE DETAIL W 0 tU N J W z 0. 0. E • 0 1■ N N 1/ 4•4K . • N 3/4' B' x 3 "x1 /4" x l' -1 -1/ ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. PTIONAL HANDLE LOCATION 8 "x3 "xV4" 1 -1/2" ALUMNUM ANGLE UNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 1/4 "01 POWERS CALK -IN W/ 7/6" MIN. EMBED. IN CONC. (01 3" O.C. OR 1/4 "m POWERS STEEL DROP -IN W /1" MIN. EMBED. IN CONCRETE (® 3" O.C. IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -O'. STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2" = 1' -0" INTERIOR FASTENING ANGLE ASSEMBLY 2' x 2" x .12S" MIN. CONT. 310S-H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE • MAY VARY 0 1-1/2".x .x 1 -1/2" AL. STUO ANGLE •• • • • • • •• • • • • • • • • 1�4 - S. ••. • • • • BoLTS i INGNWTS • MIOPOINI OF PANEL SPAN OR Sr O.C. MAX. (TYPI • • ••• • • • • • • • • • • • ••• • • • • • • • • ALT. CORNER DETAIL• SCALE : 3" = 1' -0" 0, • • •, •• •• e0 • • •• • • • • • • • • • •• • • •• ••• ••• By DhWoa • PRODUCT REVISED as,compiplag with the Florida reerts2to 0 - 053) • 002 • M�Wj pad6i'rvdact Control • DFViStD • • • • • •• •• • • • ••• PRODUCT RENEWED es cocaplylag with the Florida Balding Code ' Acceptance No • Z.. 0 $ 2 Eipinafioo Date 0 - . z Z � — st- irs o- LLI ° _O 0 . Ln N 4n C Q W z V W j N � LU rt Z 0 M O is m ; • • 2a � 2 • ..1 a N • co • O ▪ sz 6 • * S g ow zz J Q2 0 (0O 0 (. scale AS NOTED [design by VJK (date 07/19/1999] (drawn by HC checked b)j VJK drawing no. 99 -230 sheet 3of4 1 COPYRIGHT 0 2002 KNEZEVICH & ASSOCIATES, INC SEE STORM PANEL SCHEDULE' SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE MA) MAX. PANEL LENGTH r•vlsions Print Inform 11:08:45am MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE • POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) SYSTEMS 1 & 2 SYSTEMS 1 & 2 MIDSPAN TUBE MIDSPAN BOLTS ALL CONDITIONS 40.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0 " 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 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5" 2 -3/8 3 2 -3/8 60.0 • 3' -0" 2 -1/4 3 1 -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'-O" 2 -1/4 3 1 -3/8 6, -O; 2 -1/4 3 1 -$/8 7'-0" 2 -1/4 • 3 2 7' -9" .2 -1/2 3 2 -1/2 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 05/23/02 11:08 BUILD -OUT MOUNT SECTION SCALE : 3" = 1• -0" ALUM. OR GALV. STEEL SPACERS AS REQ'O FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1 tn 0 td 0 0 WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK O 0 0 •r EXISTING CONCRETE . HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION•TYPEI' 1/4 -20 MACHINE BOLT 1. NUT @12 "O.C. Ss CONT. ITYP. TOP IL BOTTOM) EQUAL 1/4" MAX. EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION• TYPE 1' 1/4 -20 MACHINE BOLT L WINGNUT @.6 -1/4" O.C. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE W000 FRAMIN CONNECTION 'TYPE 1 • •Mr Vila 4o . Fir I i Q111O\1■1 MBED (TYP) SEE MIN. 'SEPARATION FROM GLASS SCHEDULE (TABLE 2) rrjt7 . W11 1 'UU111: • • • • •' • • • • • • • 1/2 SCALE : 3" = V -0'� • • • 1/4 20 MACHINE BOLT i WINGNUT (i 6 -1/4" O.C. • • • • l • • • • 1 • • SEE MIN. • SEPARATION FROM GLASS SCHEDULE (TABLE 2 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE /6" CONNECTION 'TYPE 1 • MAXI I SEE MIN_ SEPARATION F' OM GLASS SCHEDULE (TABLE 2 • • •• • • •• ••• • • • • • • •• ALT. "F" TRA4K•CONNE.CTJOI4 • O TO NEW STF:UGTIJRL;TtE r 7 � I . • • • • •• •• • • • .• ALUM. GAL17. TEEL • • • • • • • PACE R '0 • • • • ■ -. • • • • • • • • • • NV • •• • • ••• ••• •FASTENER•SEEIIICHOR • SCHEDULE, REFERENCE CONNECTION • TYPE 1 • NOTE : USE OF THIS DETAIL SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT i WINGNUT @ 6 -1 /4 0.C. "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL V4 -20 MACHINE BOLT i WINGNUT @ 6 -1/4" 0.C. IN S/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK "P TRACK CONNECTION TO NEW STRUCTURE DETAIL W 0 tU N J W z 0. 0. E • 0 1■ N N 1/ 4•4K . • N 3/4' B' x 3 "x1 /4" x l' -1 -1/ ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. PTIONAL HANDLE LOCATION 8 "x3 "xV4" 1 -1/2" ALUMNUM ANGLE UNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 1/4 "01 POWERS CALK -IN W/ 7/6" MIN. EMBED. IN CONC. (01 3" O.C. OR 1/4 "m POWERS STEEL DROP -IN W /1" MIN. EMBED. IN CONCRETE (® 3" O.C. IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -O'. STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2" = 1' -0" INTERIOR FASTENING ANGLE ASSEMBLY 2' x 2" x .12S" MIN. CONT. 310S-H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE • MAY VARY 0 1-1/2".x .x 1 -1/2" AL. STUO ANGLE •• • • • • • •• • • • • • • • • 1�4 - S. ••. • • • • BoLTS i INGNWTS • MIOPOINI OF PANEL SPAN OR Sr O.C. MAX. (TYPI • • ••• • • • • • • • • • • • ••• • • • • • • • • ALT. CORNER DETAIL• SCALE : 3" = 1' -0" 0, • • •, •• •• e0 • • •• • • • • • • • • • •• • • •• ••• ••• By DhWoa • PRODUCT REVISED as,compiplag with the Florida reerts2to 0 - 053) • 002 • M�Wj pad6i'rvdact Control • DFViStD • • • • • •• •• • • • ••• PRODUCT RENEWED es cocaplylag with the Florida Balding Code ' Acceptance No • Z.. 0 $ 2 Eipinafioo Date 0 - . z Z � — st- irs o- LLI ° _O 0 . Ln N 4n C Q W z V W j N � LU rt Z 0 M O is m ; • • 2a � 2 • ..1 a N • co • O ▪ sz 6 • * S g ow zz J Q2 0 (0O 0 (. scale AS NOTED [design by VJK (date 07/19/1999] (drawn by HC checked b)j VJK drawing no. 99 -230 sheet 3of4 1 COPYRIGHT 0 2002 KNEZEVICH & ASSOCIATES, INC SEE STORM PANEL SCHEDULE' SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE MA) MAX. PANEL LENGTH r•vlsions Print Inform 11:08:45am . I • FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS . EXISTING STRUCTURE • ANCHOR TYPE LOAD ) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE . 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION 1 TYPE 2 3 CONNECTION TYPE 1 2 3 MIN. 3,000 P.S.I. CONCRETE ■ ,111111111111111111111111111111111> 1/4"0 ITW TAPCON W/ 1 - 1/2" MIN. EMBEDMENT 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 9 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 i2.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 11 72 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 12.5 5 9 92 12.5 12.5 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 12.5 5 9 230 12.5 4 5 125 4 •5 12.5 4 5 12.5 5 9 12.5 5 9 12.5 5 9 • = * ''] ° " " "' °, = 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12S 12.5 12.5 12.5 12.5 11. 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 1 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 S 92 12.5 11 9 12.5 4 6 10 4 12.5 11 10 12.5 4 7 10 3 5 230 10 � 4 10 4 10 r 4 10 3 5 10 3 5 10 3 5 * 1/4 "0 POWERS W/ 7/8" & 1/4 -20 STEEL MACHINE CALK EMBEDMENT STAINLESS - IN SCREW 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 12.5 12.5 : 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 72 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 12.5 8 11 -92 12.5 12.5 12.5 12.5 9 9 12.5 . 7 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 230 12.5 6 7 12.5 6 7 12.5 . 7 12.5 7 It 12.5 7 11 12.5 7 11 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 6.25 6.25 6.25 6.25 p o U ) 62 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 4 6.25 1/4 "0 POWERS ZAMAC NAIL - IN W/ 1 - 1/8" MIN. EMBEDMENT 72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 6.25 6.25 6.25 6.25 6:25 6.25 3 6.25 92 6.25 6.25 6.25 6.25 4 6 6.25 5 6.25 6.25 6.25 6.25 5. 6.25 6.25 3 6.25 230 6.25 3 5 6.25 3 5 6.25 5 . 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 HOLLOW CONCRETE BLOCK ;11, Ill l 1/4"0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 48 12.5 12.5 10 12.5 12.5 7 9 4 12.5 12.5 12.5 12.5 12.5 11 12 5 7 62 12.5 12.5 8 12 7 5 7 3 12.5 12.5 12 12.5 9 8 9 3 5 72 12.5 12.5 7 10 4 4 6.25 3 12.5 12.5 10 12.5 5 7 8% /� 4 4 92 11 7 5 8% / 3 6.25 3 12.5 8 8 10 3 5 7 230 6.25�� 3 6.25 /^ 3 6.25r 3 7 j 4 7 �� (f 4 12.5 7 12.5 4 6 4, 8 = 7 "s ' °.'‘' 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT WITH 1/4-20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 . .X12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12 9 12 5 12.5 12.5 123 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 4 125 11 10 12.5 4 7 10 3 5 230 �t�// 10 V, 4 10 , 4 10 r 4 10 3 5 10 3 5 10 3 5 1/4 "0 POWERS W/ 7/8" & 1/4 - 20 STEEL MACHINE I SCREW 48 12.5 12.5 12.5 12.5 12.5 10 12.5 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 9 62 12.5 12.5 11 12.5 10 7 10 4 12.512.512.512.512.5 11 12.5 4 7 CAL EMBEDMENT STAINLESS 72 12.5 12.5 1 .. 10 9 •• 12.5 ;1 6 :3 6 : 9 ;9 a 4 • 4 12.5 12.5 12.5 12 12.5 11 12.5 12.5 8 4 10 8 11 11 3 3 6.15 6 92 1315 230 9 av , • • 9 r e. 11 3 6 11 3 6 11 3 6 48 • 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 5 6.25 0 1 ) 62 6.25 6.25 6.25 615 6.2i ¢iS 6.25/ 5,, 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6 1/4 "0 ZAMAC W/ EMBEDMENT POWERS NAIL - IN 1 - 1/8" MIN. 62 :625 025:6.25 614.5 •6 6.2 • D.25 6.25 6.25 6.25 6 6.25 6.25 % 5 72 •�C,5 6 '6.25 6.25 .3 Z' 6.25 7..6.25 • 6.25 6.25 6.25 3 6 6.2S / 5 230 6.25 4 6.25 , 4 6.25f 4 6.25 5 6.250 5 6.25 / 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE • LOAD ) 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 TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 000M 11111111111111111\> 48 11 11 11 11 11 11 11 11 7 62 11 11 11 11 • 11 9 11 8 5 1/4"0 WOOD 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 i S/16 "0 W000 SIDEWALK (3/4 "0 1" MIN. 11 e1' 0.D. BRASS BUSHING W/ BOLT HEAD) W/ EMBEDMENT 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 6.25V 4 92 . 6.25 6.25 6.25 6.25 3 5 6.25 4 230 6.25 / 4 _6.257/ 4 6.2S ` X 4 rn v • 0 ro o, i .o i 0 ro N cn cn E L co co I u. 0) -o 0 0 i 0 0 0 U • 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 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD 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.) 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 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RENEWED a conplylog with the Florida Bolding Code Acceptance No Ot - C • 0 6 El tioa Dated ooy •• • • • • • ••• • • • • • • M lay jdlai Dad duct Ceatt+0! • • • • • • • • • • *Division • • • •• ••• • • • ▪ P • • • • • • • :' : • a�t0st with the Florida . •. .•. • • A ce o 0Z- 0 len Expiration Date 7-Op 2- • • • • • • • • • • •• •• • • • • ••• • • 11 / L••r1I / • LL.dI- • • • • am'I•Da rodnct Control • • • • • • Nvisj�t. • • L; z Z W Q° V•` 0 . cC V1 N 1/) Q W i x V � W l7 KID W vt Z o ow zz J 2 0 tar O.1 0 • 4 z on N 2 0 0 • • i • • • • 4 J sn • P a 0 n n z i • 4 a . 1- z t- 0 » 0 4 z a i 0 0 (date 07/19/1999) drawn by Mc AS NOTED) fdesignb K ifchecked K) l drawing no. 99 -230 sheet 4of4 1 Print Information: AVazquez 05/23/2002 11: 22: 18om COUNTY COMMENTS 01/17/11N JP STORM PANEL SPAN 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" TRACKER R STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS W/ ANCHORS @ 6 -1/4" O: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. '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 rn v • 0 ro o, i .o i 0 ro N cn cn E L co co I u. 0) -o 0 0 i 0 0 0 U • 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 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD 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.) 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 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RENEWED a conplylog with the Florida Bolding Code Acceptance No Ot - C • 0 6 El tioa Dated ooy •• • • • • • ••• • • • • • • M lay jdlai Dad duct Ceatt+0! • • • • • • • • • • *Division • • • •• ••• • • • ▪ P • • • • • • • :' : • a�t0st with the Florida . •. .•. • • A ce o 0Z- 0 len Expiration Date 7-Op 2- • • • • • • • • • • •• •• • • • • ••• • • 11 / L••r1I / • LL.dI- • • • • am'I•Da rodnct Control • • • • • • Nvisj�t. • • L; z Z W Q° V•` 0 . cC V1 N 1/) Q W i x V � W l7 KID W vt Z o ow zz J 2 0 tar O.1 0 • 4 z on N 2 0 0 • • i • • • • 4 J sn • P a 0 n n z i • 4 a . 1- z t- 0 » 0 4 z a i 0 0 (date 07/19/1999) drawn by Mc AS NOTED) fdesignb K ifchecked K) l drawing no. 99 -230 sheet 4of4 1 Print Information: AVazquez 05/23/2002 11: 22: 18om COUNTY COMMENTS 01/17/11N JP