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253 NE 100 St (8)PERMIT APPLICATI FOR MIAMI SHORES VILLAGE Date - c) t /-c- Job Address 2 Tax Folio Legal Description b i- (ls l 1 /3 le" 6/ 7' '3 `t Historically Designated: Yes No Owner/Lessee / Tenant /1 ate. r �' /7 A, /(` '' S �` Master Permit # 3 Owner's Address Phone Contracting Co. 0 W / E F1 Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): ILDING LE / CTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /`` $ 7 i ` � 5' 6 ti /Ar t Square Ft. / 7 Estimated Cost (value) 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 owner and/or Condo President Date FEES: PERMIT r RADON Signature of Contractor or 0 i er- Build- Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder My Commission Expires: My Commission Expires: C.C.F. NOTARY TOTAL DUE Date APPROVED: Zonin g Building ' Buildin Electrical Mechanical Plumbing Engineering It 1 ALUMINUM WINDOWS & DOORS DIVISION OF SE - INDUSTRIES SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date �� l �%L - To whom it may concern, We are the Dade County Notice of Acceptance holder for the "Hooklock" Extruded Aluminum Storm Panels under number 94- 0614.07. This letter authorizes: NAME �a to use our "Hooklock" Extruded Aluminum Storm Panels approved under number 94- 0614.07 to be used at the following job address: NAME A-0 jW �J IV T j�v 'U 1\ �� ADDRESS 2 53 F., I D O LICENSED CONTRACTOR OR HOME OWNER pour iothel Tif er ' 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. 5100 MILAM DAIRY RD. (N.W. 72 AVE.) o MIAMI, FL 33166 0 (305) 591 -8990 o FAX (305) 593 - 0854/599 -9671 mommild SEGO 0051 METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 Acceptance No.:94- 0614.07 Expires:07 /25/97 Approved: 07/25/94 CONDITIONS BUILDING CODE COMMITTEE 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 Your application for Product Approval of: "Hook Lock" Extruded Aluminum Storm Panels 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, along with Drawing No. 94-45, Sheets 1 thru 3 of 3. (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 not be valid after the expiration date stated below. 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 Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Security Aluminum Windows and Doors ACCEPTANCE NO.: 94- 0614.07 1. DESCRIPTION 1.1 2 APPROVED July 25. 1994 EXPIRES July 25. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an extruded aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94-45 Sheets 1 thru 3 of 3, using aluminum alloy 6063 -T6, with a typical wall thickness of .078 ". 2.2 Panel consist of a single extrusion having a total width of 11.50 ", forming 2.00" deep ribs and a self - mating hook at each end. 2.3 Components shall be aluminum alloy 6063 -T6, extruded header and a 1 1/2" x 2" x 1/8" angle. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 8' -0" or 96" for wall mount and built -out condition and 7'- 6 7/8" or 90 7/8" for ceiling & floor mount, to be installed only as outlined on drawing No. 94-45 Sheets 1 thru 3 of 3. 3.2 Minimum separation to existing glass to protect shall be 2 3/4 ". 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: None 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are inserted at the top into the header, which is anchored to the wall; and captured at the bottom by two 1 1/2" x 2" x 1/8" aluminum angles, where one is anchored to the wall and the other locking to the first with 1/4 " -20 x 3/4" SS studs w /wing nut, spaced as indicated on the spacing table, as shown on approved detailed drawing No. 94-45, Sheet 2 of 3, Section C -C, bearing the Dade County Product Control approval stamp. Man el Perez, P.E. 0 Plans Examiner I1 Product Control Division Security Aluminum Windows and Doors ACCEPTANCE NO.: 94- 0614.07 APPROVED July 25. 1994 EXPIRES July 25. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.2 Ceiling & Floor Mount (Inset Mount) The panels are inserted at the top into the header which is anchored to the soffit and captured at the bottom by two 1 1/2" x 2" x 1/8" aluminum angles, where both are anchored to a concrete slab or bulkhead, locking the panels with fasteners spaced as indicated on the spacing table, as shown on approved detailed drawing No. 94 -45, Sheet 2 of 3, Section A -A, bearing the Dade County Product Control approval stamp. 4.1.3 Build Out Mount The panels are inserted at the top into the header which is attached with 1/4 " -20 x 3/4" SS studs w /wing nuts to a 2" x 5" x 1/8" aluminum angle anchored to the wall; and captured at the bottom by two 1 1/2" x 2" x 1/8" aluminum angles, fastened with 1/4 " -20 x 3/4" SS studs w /wing nut, to each other and also to another 2" x 5" x 1/8" aluminum angle which in turn is anchored to the wall below; end caps consisting of 3" x 2" x 1/8" or 2" x 2" x 1/8" aluminum angles shall be installed at the sides to cover the gaps between wall and panels, as indicated on the approved detailed drawing No. 94 -45, Sheet 2 of 3, Section B -B, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. 4.2 Anchorage of the header and angles shall be to concrete, masonry and /or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -45, Sheets 1 thru 3 of 3. 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 at 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 ". 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 -45, 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 selector the proposed installation. -2a Man Perez, P.E. 11 Plans Examiner 1I Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY HETI -94- 130 Max.. 2 3/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +91.0 PSF HETI -94 -130 +70.0 PSF HETI -94 -130 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -117.0 PSF HETI -94 -130 -90.0 PSF HETI -94 -130 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +82.0 PSF HETI -94 -126 +55.0 PSF HETI -94 -126 Max.. 0.549" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -110.0 PSF HETI -94 -126 -72.5 PSF HETI -94 -126 UNIFORMM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +120.0 PSF HETI -94 -131 +80.0 PSF HETI -94 -131 Max.. 0.764" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -210.0 PSF HETI -94 -131 -140.0 PSF HETI -94 -131 DESIGN PRESSURE RATING For anchor spacing of: 11", 5 1/2 ", 11" +55.0 PSF -72.5 PSF DESIGN PRESSURE RATING For anchor spacing of: 5 1/2 ", 5 1/2 ", 5 1/2" +70.0 PSF -90.0 PSF Security Aluminum Windows and Doors ACCEPTANCE NO.: 94- 0614.07 -2b- APPROVED July 25. 1994 EXPIRES July 25. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: Man 1 Perez, P.E. Plans Examiner II Product Control Division Security Aluminum Windows and Doors ACCEPTANCE NO.: 94- 0614.07 -2c - APPROVED July 25. 1994 EXPIRES July 25. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Hook Lock" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -130, dated June 4, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of "Hook Lock" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -126, dated March 27, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.3 Test report on Uniform Static Air Pressure Test of "Hook Lock" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -131, dated March 27, 1994, signed and sealed by Arshad Viqar, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -45 "Hook Lock" Storm Panel Details, Sheets 1 thru 3 of 3, prepared by Al- Farooq Corporation, dated 06/08/94, revised on 05/22/95, signed and sealed by Humayoun Farooq, P.E. 8.2.2 Die drawings No. AF -10686 dated 12/16/93 and AF -10729 dated 12/29/93. 8.3 Material certification: 8.3.1 Certified Inspection Report from mill, prepared by Alumax Extrusions Inc. dated 6/28/94 for aluminum alloy 6063 -T6 8.3.2 Certified Chemical and Tensile Test Report No. 70 -02 -94 -219 prepared by ATEC Associates, Inc. dated June 15, 1994. 8.4 Calculations: 8.4.1 Anchor calculations prepared by AI- Farooq Corporation, dated 10/13/94, signed and sealed by Humayoun Farooq, P.E. Ma 1- Perez, P.E. Plans Examiner [I Product Control Division Security Aluminum Windows and Doors ACCEPTANCE NO.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS OA L Man - Perez, P.E. Plans Examiner II Product Control Division 94- 0614.07 July 25. 1994 JuLv 25. 1997 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. 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. 6. 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. FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d =3' 10d ■2 -1/2' 8d =2' '6d =1 -1/2' '5d ..1 -1/4 FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE FOR 3' EDGE DIST. SPACING = 12' 0.C. (FROM TABLE) FOR 2' EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. 2.000 1.500 .078 3.000 2.500 3.000 2.500 3.000 — 1.500 11 .50 0 EXTRUDED PANEL ALUMINUM .078 6063 —T6 1 1.922 .281 1 t 2.250 .078 2.368 2.031 HEADER 6063 —T6 .125 1.750 1.500 .125 — 2.000 --+I BASE ANGLE 6063 —T6 END CAP BUILT —OUT CONDITION SECTION D —D 0 N ps '+1 U Z rte) cr " ° C aQQO U) 0 * w 0 el 0 0 as drawing no. 94 -45 sheet 1 of 3 TYPICAL ANCHORS ANCHOR QA = 1/4' TAPCON 1 -3/4 EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR 0 = 1/e RAWL CALK —IN, STAR TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= #14 S.M.S. INTO WOOD. (S.G.= 0.47) 1 -1/7' MIN. EMBEDMENT NOTE ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) FOR INSTALLATION DETAILS SEE SHEET 2 AND 3. I 2 X 2 X 1/8' OR2X31 /S' ALUM. ANGLE FOR END CAP READ. ONLY AT BUILT —OUT CONDfT10N ANCHO A,D 4 E 0 24 O.C. TYPICAL EDGE DISTANCE IN WOOD = 1 -1 /4 NO REDUCTION FACTOR IS REQUIRED D 24' TM. END CAP ANCHORS ANCHORS: EMBEDMENT do EDGE DISTANCES SHOWN ARE BEYOND THE WALL do FLOOR COVERING (STUCCO, TILES, ETC.) A B C C B A TYPICAL ELEVATION PRODUCT MARKINQ A LABEL SHALL BE AFFIXED ON EACH PANEL WITH THE FOLLOWING STATEMENT. SECURRTY ALUMINUM WINDOWS 'HOOKLOCIC EXTRUDED ALUMINUM STORM PANEL "DADE COUNTY PRODUCT CONTROL APPROVED" 1. 4 TYP D END CLOSURE ANGLE REQD. ONLY ON BUILT —OUT CONDITION SEE SECTION D —D GENERAL NOTES THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALIJMINUM. MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE 'ALUMINUM CONSTRUCTION MANUAL' LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS USTED. PANELS SHALL BE ALLOY 6063 —T6. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 —T4 OR 7075 —T6, OR PLATED STEEL. WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE/ZONE. 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR 2". 9. ANCHORING OR LOADING CONDTIIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. DESIGN PRESSURE RATING = + 70 PSF, TYPICAL SPACING OF 5 -1/2" FOR STUDS DESIGN PRESSURE RATING = + 55 PSF, ALTERNATING SPACING OF 11' AND 5 -1 /r FOR STUDS ENGINEER FAROOQ FZ # 16357 — 90 PSF — 72.5 PSF fsr : :,.tU AS COMPLYING MTN DIE S0U1$ HARIDA BUILDING CODE DA E -Jur)e 5 19 5 BY PRODUC1- CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. -L---�0 ANCHOR E SPACING IN. CONC. 5 5 BLOCK 5 WOOD 5 GLASS MIN. SEPARATION 2 -3/4' TYPICAL ALL INSTALLATIONS ANCHOR A D E SPACING IN. CONC. 5 5 BLOCK 5 WOOD 5 CEILING & FLOOR MOUNT I Ed SECTION A —A PANEL 1/4" MAX 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 -T6 ANCHOR 0 18' 0.C. • • .14111 • a . • •1• •• : a 3i• II'. .I:r I • I I _ .. • .I l: HI Itl ANCHOR A 0 E SPACING IN. CONC. 5 5 BLOCK 3 WY00D 4 MAX SPAN =90 -7/8' Ed = ANCHOR A D E SPACING IN. CONC. 2 BLOCK 4 WOOD 5 FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 3.1 1 -1/2' 1 -1/2' 2 X 5 X 1/8' ALUM ANGLE 6063 -T5 SECTION B —B BUILT OUT CONDITION WALL MOUNTS 2 X 5 X 1/8' ALUM ANGLE 6063 -T5 1/4 -20 X 3/4' STUDS W/ WINO NUTS FOR SPACING SEE NOTE BELOW 1/4' MAX t PANEL MAX SPAN =96" 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 -T6 1/4' -•20 X 3/4 STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW .. P ANCHOR SPACING IN. CONC 5 BLOCK 5 WOOD 5 SPACING FOR STUDS FOR PRESSURE RATING +70 PSF, -90 PSF, USE TYPICAL SPACING OF 5 -1 /2' FOR PRESSURE RATING +55 PSF. -72.5 PSF, USE ALTERNATING SPACING OF 11' AND 5 -1/2' SECTION C —C Ed s TYPICAL EDGE DISTANCE CONC. & BLACK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 3. ,ANCHOR A D E SPACING IN. CONC, 5 5 BLOCK 5 WOOD 5 4 MAX PANEL MAX SPAN =96' 2 x 1-1/2 x 1/8' ALUM ANGLE 6063 -T6 1/4 -20 X 3/4' STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW ENGINE Eft H MAC FAROOQ PE # APPROVED AS COMP'TIN6 WITH THE SOUTH FLORIDA BUILDING CODE DATE June 5--, 1995 BY OAAn PRODUCT NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.' '0(914.07 0 ( ) r:› o 1 a 0 m a c 1- 0 a 0 draw ng no. 94 -45 sheet 2 of 3 GLASS FASTENERS AS PER SCHEDULES W/ 1-1/2' MIN. PENETRATION TO EXISTING WOOD HEADER 2 X 5 X 1/8' ALUM ANGLE 6063 -T5 l 1/4" -20 X 3/4 STUDS W/ WING NUTS 11. 2 x 1 -1/2 x 1/8" AUJM ANGLE 6063 -T6 FASTENERS SEE SCHEDULES 2" X 4 CONT. W/ (2) 1 /4 0 X 5' LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS OTHER CONDfTIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 SCALE : 1/4 =1' 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 -T6 # 14 X 3/4" TEKS 0 12 O.C. 1' X 4 X 1 /8" CONT. ALUM TUBE W/ (2) 1/4" 0 X 4 LAG SCREWS O EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE CONT. EXISTING WOOD TRUSSES 0 24 0.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 (2) 1/4 X r LAG SCREWS 0 EACH RAFTER 2' MIN. PENETRATION 3" MIN. HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 8 FT. MAX DESIGN LOAD = 70 PSF 1/4' -20 X 3/4 BOLT W/ NUT o 2" FROM ENDS O 5 -1/2" 0.C. ENGINEER: HUMAYOUN FAROOQ PE p i 653 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE AT 1995 ti l` 1 � � - Y L 4 NI. PRODUCT DIVISION V BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 84-06/4.07 1/4 PLYWOOD EXISTING SOFFIT .500 O ri •i 0 m 0 d d U 1 drawing no. 94 -45 (sheet 3 of 3