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74 NE 97 St (8)2J r Liz,-4.512 Day 1 SQ -Cf 1, 4 Ca i 1 ;PERMIT APPLICATION FOR MIAMI SHORES VILLAGE L �� � 3 , Date Job Address � / 1/V S "l 7� q � Tax Folio �6 'e2/ -0756 Legal Description Historically Designated: Yes C = / Tenant /Z-6 2 O kc,/-7...- • C.(1 Master Permit # � � �� Owner's Address J ( -1 AI 5 T r bt / q. 5.1'1 o r e s Contracting Co. 5k.a. ve.A n ')7' Address (M c l c l ' 5 4) 1 Z 6 Zo3 / p /444 Qualifier 1) .S Co ShQ ve r ss# /Phone State # Municipal # Competency #6g61/5 3 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor , Address Permit Type (circle one): i. UILD G ELECTRICAL PLU BING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. 2;770 .-/ 0 ignature owner Notary as to Owne ! d/or ( tic o Pre it ; * Hate My Commission Expires: 4fta g555 j a � tle o� hN :�O Q : FEES: PERMIT s7. k.570 RADON A Gcrr/lcc ne azxz-65 APPROVED: Zoning Building Mechanical Plumbing Phone No 7 - goehY Estimated Cost (value) 15 / O 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 , • nstruction and zo • . • . Furthermore, I authorize the above -named contractor to do the work stated. laws regul -Yi i& .,r1J, r ondo : + 1 Date Signature of Contractor or Owner- Builder P JJIJQ £ (J irn �' - /5 In ( Notary as to Contr r or Owner -B • • {uiimo / Date I � My Commission Expires: s `�� � ' .10 � i , %%\ , • v *: o.. : *= o #CC 444555 t c� // , STA�� � �``' C.C.F. /. a 0 NOTARY Td J 8.%$ O Electrical Date Engineering Uavi3 Produc I NDU ST RIES, INC. 1660 W. 33rd PLACE HIALEAH, FLORIDA 33012 Frank Lubien Building Official 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Dear Sirs: We are the Dade County Notice of Acceptance Holder for the 5052 H -32 aluminum hurricane shutters under number 95- 0821.07. This letter authorizes Florida Metal Industries, Inc. to use our 5052 H -32 aluminum hurricane shutters approved under number 95- 0821.07 to be used for the following job: 1� 4,610y) /� �_C/ .> Li A. 61 -)7. 14,(2 , 6 GrLe-O Sincerely, FLORIDA METAL ;INDUSTRIES, INC. WPJ iams ion Manager PHONE: (305) 828 -2282 FAX (305) 828 -2182 TOLL FREE 1- 800 - 675 -488 S or1nl SHUTIEP SYSTEMS METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Metal Industries, Inc. 1660 W. 33 Place Hialeah FL 33012 Your application for Product Approval of: "Storm Guard" 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. 94-41, Sheets 1 thru 4 of 4. (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. Acceptance No.:95- 0821.07 (Revises No.: 94- 0711.02) Expires:08 /15/97 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Approved: 10 /19/95 -1- 5O5 alm DAoL 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 Raul Rodfiguez Product Control Supervisor 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 v anger, Director Building Code Compliance Dept. Metropolitan Dade County i Florida'Metal Industries ACCEPTANCE NO.: 95 - 0821.07 1. DESCRIPTION 1.1 APPROVED : OCT 1 9 199 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an 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 -41, Sheet 1 of 4, using 0.063" thick aluminum, 5052 -H32 alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 15.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T5, "h" header, "u" header, 2 x 2 x 1/8 studded angles, a 1/8" thick 2.25" x 5.25" angle. 2.4 Tested specimen: Dimensions: 40" wide x 70" long overall 38 1/2" wide x 99" long overall 39" wide x 99" long overall 40" wide x 102" long overall 40" wide x 105" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel span (height) of: 3.1.1 8' -0" or 96" for wall mount, attached to wall using an "h" header at top; a studded angle and wing nut at bottom, and a 1/8" x 1 1/2" alum. strap reinforcement across the whole width spaced at 24" o.c. 3.1.2 8' -9" or 105" for wall mount, attached to wall with studded angle and wing nut top and bottom. 3.1.3 7' -7 1/2" or 91 1 /2" for inside mount, attached to wall using a "U" header at top; a studded angle and wing nut top and bottom, and a 1/8" x 1 1/2" alum. strap reinforcement across the whole width spaced at 24" o.c. 3.1.4 8' -6" or 102" for built -out mount, attached to wall using a "U" header at top; a studded angle and wing nut top and bottom both attached to a 2" x 5" x 1/8" alum. angle, and a 1" x 1" x 1/16" steel tube reinforcement across the whole width at midspan. 3.2 Minimum separation to existing glass to protect shall be: Reinforcement required Panel span up to: Min. Separation to glass Design Load Alum. Strap @ 24" o.c. 1" x 1" x t /16" Steel Tube None 96" 105" 70" 2" 2 1/2" 2 7/8" +50, -72 PSF +72, -72 PSF +5:. -76 PSF 3.2.1 3.2.2 3.2.3 2 1.4 � - - � 1 � • a- Man Perez, P.E. Plans E iner II Product Control Division Klorida•Metal Industries ACCEPTANCE NO.: 95 - 0821.07 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OCT 1 9 1995 EXPIRES : August 15. 1997 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: 3.4.1 Panels greater than 70" in length shall be reinforced at midspan by either a 1" x 1" x 1/16" steel tube or 1.50" x 1/8" alum. strap depending on the separation from glass required and mounting conditions as shown on Section 3.2 and "Design Pressure Rating" Chart on Sheet 1 of 4, Dwg. No. 94 -41. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are secured to an "h" header or angle at the head and to a 2" x 2" x 1/8" alum. studded angle, using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c. @ the sill, which are anchored to the wall, using the tension anchors shown on Sections A -A and B - B, "Wall Mounts" Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.2 Direct Mount The panels are secured directly to the wall at head and sill using 1/4" x 7/8" Rawl Calk -in or Star Tampin embedded into concrete or masonry, spaced at 12" o.c., as shown on Section "Direct Mounts ", Sheet 3 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.3 Buildout Mount The panels are secured to a "U" header at the head, which is anchored using 1/4 " -20 x 1/2" machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle used to provide the buildout, which is anchored to the wall; and at the sill to a 2" x 2" x 1/8" alum. studded angle, using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c., which is also anchored using 1/4 " -20 x 1/2" machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle. The build -out angles are anchored to the wall as shown on Section D -D, Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.4 Inside Mount The panels are secured inside a top track "U" Ceiling Mount Header at the head, which is anchored to the inside of the concrete lentil opening; and fastened to the 2" x 2" x 1/8" continuous studded aluminum Base Angle at the sill, using 1/4 " -20 machine bolt, wingnut and washer at 12" o.c., which is anchored to a concrete slab or bulkhead as shown on Section C -C, "Inside Mounts" Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. 4.1.5 Wall Mount on Wood Framing This installation is similar to the build -out & wall mount condition but anchored to a wooden substrate using the tension wood anchors as shown Section "Installation Detail ", Sheet 4 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. (Sill condition uses a continuous P.T. 2 x 4 stud or a continuous 1" x 4" 1/8" alum. tube sill). 4.1.6 Any combination of the above. Manueerez, P.E. Plans iner II Product Control Division Florida' Meta1 Industries ACCEPTANCE NO.: 95 - 0821.07 APPROVED : OCT 1 9 1995 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Anchorage of the aluminum 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 -41, Sheets 1 thru 4 of 4. 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 panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking instructing owner or tenant to secure panels at lap joints with applicable reinforcing: 1/8" x 1 1/2" aluminum straps OR 1" x 1" x 1/16" steel tube, across the whole width of the opening during periods of Hurricane warning. 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 -41, Sheet 1 thru 4 of 4, 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 shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This revision supersedes Notice of Acceptance No. 94- 0711.02, dated 08/15/97. Manuel ' - -z, P.E. Plans '4 iner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (70" SPAN) NO REINF. SATISFACTORY HETI 95- 439 Max. 2.88" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) POSITIVE +75.0 PSF HETI 95 -439 +57.7 PSF HETI 95 -439 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) NEGATIVE -99.0 PSF HETI 95 -439 -76.2 PSF HETI 95 -439 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (70" SPAN) NO REINF. +87.0 PSF HETI 95 -442 +58.0 PSF HETI 95 -442 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (70" SPAN) NO REINF. -114.0 PSF HETI 95 -442 -76.0 PSF HETI 95 -442 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 w /reinforcing bars & bolts SATISFACTORY HETI 94 -417 Max. 2.50" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +94.0 PSF HETI 95 -417 +72.3 PSF HETI 95 -417 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -94.0 PSF HETI 95 -417 -72.3 PSF HETI 95 -292b UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (99" SPAN) w/REINF. +108.00 PSF HETI 95 -422 +72.0 PSF HETI 95-422 @ Design 0.847" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (99" SPAN) w/REINF. - 108.00 PSF HETI 95 -422 -72.0 PSF HETI 95 -422 DESIGN PRESSURE RATING For Design Load/ Panel Span /Separation from Glass vs. Reinforcement, see "Design Pressure Rating" Chart on Dwg. No. 94 -41, Sheet 1 of 4. e ' Florida' Metal Industries - 2c - RESULTS: ACCEPTANCE NO.: 95 - 0821.07 APPROVED or 1 9 19aF EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: 0 i 440.... ,_. //1 Manuel ' ez, P.E. Plans E A finer II Product Control Division Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 APPROVED EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -95 -442, dated April 19, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by Hurricane Engineering and Testing, Inc., Report No. HETI -95 -422, dated February 17, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of aluminum storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -95 -417, dated February 13, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact and Cyclic Wind Pressure Test of aluminum storm panels, prepared by Hurricane Engineering and Testing , Inc.., Test Report No. HETI 95-439 dated 06/09/95, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -41, Florida Metal Industries, Inc., "Storm Guard" Storm Panel, Sheets 1, 2, 3 and 4 of 4, prepared by Al- Farooq Corporation, dated 05/28/94, with complete revision dated 07/20/95, signed and sealed by Humayoun Farooq, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report, dated 11/15/94, for Aluminum Alloy 5052 -H32 by Inespal Laminaciones with chemical composition and physical properties. 8.3.2 Tensile Test Reports from HETI, Project # HETI 94 -T68a and 94 -T68b dated 04/11/95 for Aluminum sample, tested per ASTM E8 -93, signed and sealed by Hector M. Medina, P.E. 8.4 Calculations: 8.4.1 Storm panel calculations prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., April 10, 1995. : OCT 1 9 19Q5 Manuel ' z, P.E. Plans Product Control Division iner II Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07 APPROVED OCT 1 9 1908 EXPIRES August 15. 1997 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the 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 product 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 the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. . Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application 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 other purposes. 6. 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. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. Items 10,11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - Manu• 'erez,P.E.Plans Exa er 11 Product Control Division ALUMINUM PANEL .063 THICK (5052 -H32) REINFORCEMENT REQUIRED PANEL SPAN UPTO MIN. SEPARATION FROM GLASS DESIGN LOAD ALUM STRAP 0 24' O.C. 96 _ 2' +50, -72 PSF 1 X 1 X 1/16' STEEL TUBE 105' 2 -1/2" +72, -72 PSF NONE 70" 2 -7/8' +58, -76PSF FASTENER SPACING IN WSONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE - 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d -3J 0d- 2 -1/2 8d -2' 16d- 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' O.C. (FROM TABLE) FOR 2' EDGE DIST. SPACING - 12 X .71 = 8.5 0.C. 2.000 I 1.500 3.500 1.000 2.000 2.230 .094 t j •__.062 2.000 WALL MOUNT HEADER 6063 -T5 =9-.125 CEILING MOUNT HEADER .. 6063 -T5 BASE ANGLE ANGLE 6063 -T5 -- 2.000 4.820 1.180 (3) A B C D A 12.000 15.500 PANEL ALUMINUM . 063 (5052 -H32) N _ D C B F a R END CLOSURE ANGLE REOD. ONLY ON BUILT -OUT CONDRION SEE DETAIL A SHEET 3 24' TYP EINFORCEMENT S SEE SHEET 2 & TYPICAL ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPUCABLE REINFORCEMENT AND ANCHORING DETAILS. TYPICAL ANCHOR$ ANCHOR QA - 1/4' TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR ® - 1/4' RAWL CALK -IN , STAR 'TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= #14 S.M.S. INTO WOOD, 1 -1/2' MIN. EMBEDMENT (S.G.- 0.47) NOTE ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) TYPICAL EDGE DISTANCE IN WOOD - 1-1/4' NO REDUCTION FACTOR IS REQUIRED if 1 11 11 1 1 t1 11 1 1 11 11 11 11 I 11 11 11 11 11 1 11 H .I 1 1 14 1 • 1 11 11 1 1 1 II 1 11 11 H 11 11 1I 11 11 11 11 d 11 n H. 2.000 .125 5.000 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' BUILT -OUT ANGLE 6063 -T5 PRODUCT NARIUNG A LABEL SHALL BE AFFIXED AT BOTTOM OF EACH PANEL WITH THE FOLLOWING STATEMENT. FLORIDA METAL INDUSTRIES, INC. HIALEAH FL STORM GUARD' ALUMINUM STORM PANEL 'DADE COUNTY PRODUCT CONTROL APPROVED" ATTN. BLDG. OFFICIALS DO NOT ACCEPT THIS DRAWING W/0 FLORIDA METAL INDUSTRI RAISED CORPORATE SEAL 1.0.0 1.0.0 --.1 .062 TYP STEEL TUBE ENGINEER: HUMAYOUN FAR000 PE f 16557 5E 2 9 1995 ALUM STRAP 6063 -T6 PANEL REINFORCEMENTS DESIGN PRESSURE RATING GENERAL NOTES 1. 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 ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL' LATEST EDMON. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T5, OR AS NOTED. 4. ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DIFFERENT TYPES OF ANCHORS MAY BE INTERCHANGED IN APPUCATION. 5. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL WING NUTS TO BE OF ZINC ALLOY. . 6. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WMTH THE TABLES PERTAINING TO THE EXPOSURE/ZONE 7 . DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR 2 ". 8. ANCHORING OR LOADING CONDMONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 9. EACH PANEL SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPUCABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 - 88, BASED ON 110 MPH WIND VELOCITY. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATC B: _ PRODUCT CONTROL DIV:S:0 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Q - Og2 I.O rowing no. 94 -41 ANCHOR TYPE SPACI NG INCHES UPTO 45 PSF UPTO 72 PSF WOOD CONC. BLOCK WOOD COUr BLOCK A 10 3 - 6 - - D 11 4 - 7 - - E - - 5 - - 3 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTD 72 PSF CQNC. BLOCK WOOD CONC. BLOCK WOOD A 12 7 - 12 4 - 0 12 10 - 12 6 - E - - 9 - - 6 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD - A 6 3 - 6 - D 6 4 - 6 - - E - - 4 - - - ANCHOR TYPE SPACI NG INCHES UPTO 45 PSF UPTD 72 PSF WOOD CONC. BLOCK WOOD CONC, BLACK A 6 3 - 7 - - D 6 5 - 8 3 - E - - 5 - - 3 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD - A 6 6 - 6 6 6 6 6 - 6 6 9 E - - 6 - - 6 ANCHOR TYPE SPACING INCHES UPTO 45 PSF UPTO 72 PSF CONC. BLOCK,W00D CONC, CONC. BLACK WOOD A 12 10 - 11 6 12 D 12 12 12 2 9 12 E - - 12 - - 7 I • 3/4{ MIN GLASS i i _ FOR MIN. — SEPARATION FROM GLASS SEE SCH. SHEET 1 WALL MOUNTS 1/4' TYP MAX SPAN s I 1 /4' TYP SECTION A —A REINFORCEMENT! SPAN ALUM STRAPS I 96' 1/4 " -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12' 0.C. (TYPICAL) 2 x 2 x 1/8" ALUM. ANGLE 6063 -T5 TYPICAL ANCHORS SAME AS HEADER I FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4.1 WALL MOUNTS 1/ TYP MAX SPAN SECTION B —@ REINFORCEMENT NONE SPAN 105' 1/4 " -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12' 0.c. 2 x 2 x 1/8' ALUM. ANGLE 6063 -T5 3/4' MIN. TYPICAL ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TUTS. ETC.) INSIDE MOUNTS —Ed MAX SPAN SECTION C —C REINFORCEMENT SPAN ALUM STRAPS 91 -1/2 1/4 " -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12" 0.C. • Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK ■ 12d (12 ANCHOR DIAMETERS) WOOD ■ 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 4. 1/4 -20 X 1/2' BOLTS WITH NUTS 0 6' 0.C. 2X3X1/8' 2 X 4 X 1/8' 2 X 5 X 1 /8' ALUM ANGLE 1/4 -20 X 1/2' BOLTS WITH NUTS 0 6' 0.C. ENGINEER: HUMAYOUN FAR000 PE f 16557 SEP 29 1995 BUILT —OUT CONDRION MAX SPAN SECTION D —D •2 REINFORCEMENT! SPAN STEEL TUBE 102' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D.ATF 0.6 Q PRODiCi CONTROL DIV:S:ON BUILD:NG CODE COMPLIANCE OFFICE 1CCEPTANCE N0.g5 cRZI.di U CV ( 0 To 0 0 0 0 z 0 1 z 0 3 0 1. CD (sheet 2 of drawing no. 94 -41 SPACI NG INCHES ANCHOR UPTO 45 PSF UPTO 72 PSF TYPE CONC, BLOCK WOOD CONC, BLACK WOOD A 12 11 - 12 6 - D 12 12 - 12 9 - E - - 12 - - 10 I • 3/4{ MIN GLASS i i _ FOR MIN. — SEPARATION FROM GLASS SEE SCH. SHEET 1 WALL MOUNTS 1/4' TYP MAX SPAN s I 1 /4' TYP SECTION A —A REINFORCEMENT! SPAN ALUM STRAPS I 96' 1/4 " -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12' 0.C. (TYPICAL) 2 x 2 x 1/8" ALUM. ANGLE 6063 -T5 TYPICAL ANCHORS SAME AS HEADER I FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4.1 WALL MOUNTS 1/ TYP MAX SPAN SECTION B —@ REINFORCEMENT NONE SPAN 105' 1/4 " -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12' 0.c. 2 x 2 x 1/8' ALUM. ANGLE 6063 -T5 3/4' MIN. TYPICAL ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TUTS. ETC.) INSIDE MOUNTS —Ed MAX SPAN SECTION C —C REINFORCEMENT SPAN ALUM STRAPS 91 -1/2 1/4 " -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12" 0.C. • Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK ■ 12d (12 ANCHOR DIAMETERS) WOOD ■ 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 4. 1/4 -20 X 1/2' BOLTS WITH NUTS 0 6' 0.C. 2X3X1/8' 2 X 4 X 1/8' 2 X 5 X 1 /8' ALUM ANGLE 1/4 -20 X 1/2' BOLTS WITH NUTS 0 6' 0.C. ENGINEER: HUMAYOUN FAR000 PE f 16557 SEP 29 1995 BUILT —OUT CONDRION MAX SPAN SECTION D —D •2 REINFORCEMENT! SPAN STEEL TUBE 102' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D.ATF 0.6 Q PRODiCi CONTROL DIV:S:ON BUILD:NG CODE COMPLIANCE OFFICE 1CCEPTANCE N0.g5 cRZI.di U CV ( 0 To 0 0 0 0 z 0 1 z 0 3 0 1. CD (sheet 2 of drawing no. 94 -41 ANCHOR TYPE SPACI NG INCHES UPTD 45 PSF UPTD 72 PSF CONC. BLOCK WOOD CONC. BLOCK WOOD D 12 12 - 12 12 - E - - 12 - - 12 REINFORCEMENT SPAN STEEL TUBE 99" NONE 70" Ed a Q ANCHORS-- SAME AS HEADER DIRECT MOUNTS MAX SPAN .P • i 1 -1/2 X 1/8" ALUM STRAP (6063) 0 24' 0.C. 12" 1/4-20 X 3/4' STUDS WITH WINGNUT & WASHER 0 LAP JOINTS 1/4-20 X 4" BOLTS INTO JACKNUTS 12" PANEL REINFORCING DETAIL s p Z 1995 12" 12" 1/4" 0 ANCHORS 0 24" O.C. 111111r X2X Or X3X1 8" X 4 X 1/8' UM. ANGLE AS RECD. AT BUILT -OUT C0NDR10NS FOR END CAP MALI FND CAP BUILT -OUT CONDMON ENGINEER: HUMAYOUN FAR000 PE f 16557 1 X 1 X 1/16" STEEL TUBE 0 MID SPAN APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 3 r " ODUCT CONTROL DIV:S`.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 95 .dl ) re 0 sheet 3 of 4 WOOD HEADER REQUIRED FASTENERS AS PER SCHEDULES W/ 1-1/2' MIN. PENETRATION TO EXISTING HEADER 1/4-20 X 1/2" BOLTS WITH NUTS 06'0.C. L 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 MAX. SHUTTER HEIGHT = 105" MAX. DESIGN LOAD = 72 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : # 14 X 3/4' TEKS • 12. 0.C. 1" X 4" X 1J8" CONT. ALUM TUBE W/ (2) 1/4 0 X 4' LAG SCREWS 0 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 (3) # 14 S.M.S. 0 EACH RAFTER 2' MIN. PENETRATION 3' MIN. HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 105' MAX DESIGN LOAD = 65 PSF . • 1/4" PLYWOOD EXISTING SOFFIT 1.500 �• 1/4 " -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12' 0.C. d 1 -1/4' x 3 x 1/8 ALUM. ANGLE IN 1/4" THRU BOLT W/ WASHER & NUT 0 6' 0.C. 1 -3/4" M. COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX DESIGN LOAD - 70 PSF. ENGINEER: HUMAYOUN FAROOQ PE # 16557 SEP `4 9 199 5 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT OCTO Uc ' ....va 1 1 3Y PRODUCT CONTROL DIV!SiON -- BUILDING CODE COMPLIANC OFFICE ACCEPTANCE NO q5 O 3 21 0 Z ( 0 To c 0 0 0 0 0 0 0 0 0 0 N O a 0 2 r a N 1 drawing no. 94 -41 (sheet 4 of SPACING INCHES ANCHOR UPTO 40 PSF UPTO 70 PSF TYPE (44 7[411741143 741143 .. s (40411117.111:73 ... INV1111111iM0 — ilyAIt! — ti91111®f_ — Ot! — __ — — o : WOOD HEADER REQUIRED FASTENERS AS PER SCHEDULES W/ 1-1/2' MIN. PENETRATION TO EXISTING HEADER 1/4-20 X 1/2" BOLTS WITH NUTS 06'0.C. L 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 MAX. SHUTTER HEIGHT = 105" MAX. DESIGN LOAD = 72 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : # 14 X 3/4' TEKS • 12. 0.C. 1" X 4" X 1J8" CONT. ALUM TUBE W/ (2) 1/4 0 X 4' LAG SCREWS 0 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 (3) # 14 S.M.S. 0 EACH RAFTER 2' MIN. PENETRATION 3' MIN. HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 105' MAX DESIGN LOAD = 65 PSF . • 1/4" PLYWOOD EXISTING SOFFIT 1.500 �• 1/4 " -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12' 0.C. d 1 -1/4' x 3 x 1/8 ALUM. ANGLE IN 1/4" THRU BOLT W/ WASHER & NUT 0 6' 0.C. 1 -3/4" M. COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX DESIGN LOAD - 70 PSF. ENGINEER: HUMAYOUN FAROOQ PE # 16557 SEP `4 9 199 5 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT OCTO Uc ' ....va 1 1 3Y PRODUCT CONTROL DIV!SiON -- BUILDING CODE COMPLIANC OFFICE ACCEPTANCE NO q5 O 3 21 0 Z ( 0 To c 0 0 0 0 0 0 0 0 0 0 N O a 0 2 r a N 1 drawing no. 94 -41 (sheet 4 of r, 0 , 1 \ "." 9 r STS'ECT TO CGT:7LUCE MTh ALL ruzoi, STATE hi,Z COarri CiEGUIRC13. OF- cn 1lr.T7YED BY TrE %1C?,T7:.:17,7, OT:"._ S!13 1:1:771:":'LT iLL i3tIEDIG C:17.1:21tIV EfiEC,NED HEREiN. 14 •