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711 NE 94 St (4)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6 — 20 — 96 Job Address 711 N.E 94t STREET 11-3206-014-1980 Date MIAMI SHORES, FL 33138 Legal Description Historically Designated: Yes No owner/Lessee /Tenant ELIDA TRIAY VALDES MARTI' (OWNER) Master Permit# 3 % 70 JU3E A. IVIAI'I± (OWNER) 33138 Owner's Address 711—N.E. 94th STREET MIAMI SHORES FL Phone 751 -4246 Contracting Co. d e)\/(1/..( E . Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ••..2 /4 s - r L L PAS Square Ft. ,rC 501,5 Estimated Cost (value) l 7, 3 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 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 APPROVED: Zoning Mechanical Building Plumbing ature of Contractor or Owner- uilder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder M y Commission Expires: M y Commis tgf xp 6 - 1 �� r v ; : ,,, a Prs ”°1Q E E. l: E, © ©4 ©`1o1 CO:ai :'3rs •alm. FEES: PERMIT 13 °a -C RADON C.C.F. 1. NOTARY TOTAL DUE 1 7 °a Electrical Date Engineering SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM May 30, 1996 Frank Lubien Building Official 10050 NE 2nd AVE Miami Shores, F1 33138 Dear Mr Lubien: We are the Dade County Notice of Acceptance Holder for the 20ga. Storm under number 95- 0712.02 Panel This letter authorizes JOSE MARTI to use our 20ga. Storm approved under number 95- 0712.02 to be used at the following job: Panel Hurst Awning Company Inc. Frank S. Cornelius President HURST AWNING COMPANY, INC. JOSE MARTI 711 NE 94th ST MIAMI SHORES, SL 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. z 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 t-METRO•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE 1-lurst Awning Co., Inc. 5795 N.W. 36 Avenue Miami r • Acceptance No.:95- 0712.02 (Revises No.: 94- 1024.07) Expires:02 /I6/98 Approved: 01 /11/96 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 -8339 Your application for Product Approval of: 20 ga. Galvanized Steel 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. 95 -331, Sheets 1 thru 6 of 6. (for listing, see Section 8 of this Noyice 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 uses 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 Rod Iguez Product Control Supervisor TIIIS IS TIHE COVERSI-IEET, 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. s anger, Director Building Code Compliance Dept. Metropolitan Dade County itut•st Awning Co., Inc, 1. DESCRIPTION 1.1 3.2 ACCEPTANCE NO.: 95- 0712.02 APPROVED : JAN 1 1 1996 EXPIRES : February 16. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a 20 ga. steel 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. 95 -331, Sheet 1 of 6, using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A446 Grade D, (Fy = 50 ksi min.), Coating: I-lot -Dip Zinc- Coated Galvanized ASTM A525, Reg. Spang. G90. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "U" header, a 2" x 2" x .093" angle, 2" x 2" x .093" studded angles, a 1/8" thick 2" x 5" angle. 2.4 Tested specimen: Dimensions: 38" wide x 102" long overall 49.75" wide x 68" long overall 49.75" wide x 101" long overall 49.75" wide x 136" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 1 1' -4" or 136" for wall, build - out and ceiling /inside mount to be installed only as outlined on Dwg. No. 95 -331, Sheets 1 thru 6 of 6. For Design Load vs. Panel Span, see Table 1 "Storm Panel Schedule" on Sheet 3 of 6, Dwg. No. 95 -331 I 1 e 1 �1 . t ec a e 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 2 i�w from Glass Schedule" _Sheet 3 of 6. Dwg. No. 95 - 331. 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 33" in length shall be reinforced at midspan by either: a.) a 1" x 1" 16 ga. steel tube extending the whole width of shutter attached with 1/4 " -20 x 3 -1/2" bolts w /die cast alum. washered wing nut spaced at 12" o.c. or b.) 1/4 " -20 x 1" sidewalk bolts w /die cast alum. washered wing nut or jacknut spaced at 12" o.c., depending on the separation from glass required as shown on "Typical Elevations" Sheet 1 of 6 and Table "Min. Separation from Glass Schedule" Sheet 3 of 6, Dwg. No. 95 -331. Man el Perez, P.E. Plan.. xaminer 11 Product Control Division lurst Awning Co.. Inc. ACCEPTANCE NO.: 95- 0712,02 NOTICE OF ACCEP'T'ANCE: SPECIFIC CONDITIONS 4.1.1 Wall Mount The panels are secured into an "h" Header (Part 2) at the head; and using I/4 " -20 x 3/4" machine bolts and washered wing nut spaced at 6" o.c. to an aluminum studded angle (Part 6) at the sill, both of which are anchored to the wall, using tension anchors as shown on Section A "Wall Mountl;`Dwg. No. 95 -331, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 J3uildout Mount The panels are secured inside a top track "U" header (Part 3) at the head and fastened to the 2" x 2" .093" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" machine bolts w /washered wing nuts spaced at 6" o.c.; both header and sill are fastened the long leg of a 2" x 5" (max.) x 1/8" aluminum angle (Part 5) used to provide the buildout, using I/4 " -20 Machine bolts and nuts spaced at not more than 21" o.c. At each fastener location, the angles are reinforced with a 2" x 4" x 1/8" x 4 -1/2" aluminum tube attached with a #14 SMS, both angles are then anchored to the wall as shown on Section C "Build -Out Mount ", Dwg. No. 95 -33 1, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling /Inside Mount The panels are secured inside a top track "U" header (Part 3) at the head, which is anchored to the inside of the concrete lentil opening; and fastened to the 2" x 2" continuous studded aluminum angle (Part 6) at the sill, using (/4 " -20 x 5/8" machine bolts w /washered wingnut spaced at 6" o.c., which is anchored to a concrete slab or bulkhead as shown on Section B "Ceiling /Inside Mount ", Dwg. No. 95 -331, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Direct Mount The panels are secured directly to the wall at head and sill using the tension fasteners for direct mount only using size, spacing and edge distance as specified in "Anchor Schedule" embedded into concrete, masonry or wood, as shown on Section G "Direct Mount ", Dwg. No. 95 -331. Sheet 3 of 6, 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 on Sections D and E, Dwg. No. 95 -331, Sheet 2 of 6, bearing the Dade County Product Control Approval Stamp. 4.1.6 Any combination of the above, 4.1.7 Additional Mounting Details The following special mounting conditions are also approved with the corresponding limitations noted in each section detail. Sections A thru G on Sheet 5 of 6, Sections A thru F on Sheet 6 of 6, Dwg. No. 95 -331, bearing the Dade County Product Control Approval Stamp. 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. 95 -331, Sheet through 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptanc -2a- API'ROVEU : JAN 1 1 1996 EXPIRES : February 16. 1998 OCAA, J Manu ,l Perez, P.E. Plaid Product Control Division xaminer 11 Hurst Aivniii Co.. Ittc ACCEPTANCE NO.: 95- 0817.02 -2b- APPROVED : JAN 1 1 1996 EXPIRES : February 23. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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" x I" x 16 ga. steel tube and bolts OR 1/4"-20 x 1" Sidewalk Bolts w /wingnuts or jacknuts, 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. 95 -331, Sheets 1 thru 6 of 6, 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 approval revises Notice of Acceptance No. 94- 1024.07, dated 02/16/95. a{,1,t Al Manuel Perez, P.E. Plans E. a niner 11 Product Control Division 1 TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST (102" Span) SFBC PA 201 -94 (w /reinf. bars & bolts) SATISFACTORY HETI- 94 -312c Max. 1.80" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +94.0 PSF HETI- 94 -312c +72.3 PSF ' HETI- 94 -312c CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -95.0 PSF HETI- 94 -3I2c -73.0 PSF HETI- 94 -312c LARGE MISSILE IMPACT TEST (103" Span) SFBC PA 201 -94 (w /reinf. bolts only) SATISFACTORY HETI -95 -401 b Max. 2.50" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.0 PSF HETI- 95 -401b +71.5 PSF HETI- 95 -401b CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -94.0 PSF HETI- 95 -401b -72.3 PSF HETI- 95 -401b UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (102" Span) +108.0 PSF HETI- 94 -317b +72.0 PSF HETI- 94 -317b Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (102" Span) -108.0 PSF IIETI- 94 -317b -72.0 PSF IIET1- 94 -317b LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (136" SPAN) SATISFACTORY CTC -95 -021 Max. 2.5" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (68" SPAN) -332.8 PSF CTC -95 -021 -222.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (101" SPAN) -182.0 PSF CTC -95 -021 -121.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (136" SPAN) -93.0 PSF CTC -95 -021 -62.0 PSF CTC -95 -021 LARGE MISSILE IMPACT TEST SFBC I'A 201 -94 (101" SPAN) SATISFACTORY CTC-95-03 1 Max. 2.1875" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF CTC -95 -031 +72.0 PSF CTC -95 -031 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF CTC-95-03 1 -72.0 PSF CTC -95 -031 DESIGN PRESSURE RATING For Design Load vs Panel Span, See Table 1 "Storm Panel Schedule" on Dwg. No. 95 -331, Sheet 3 of 6. M,Iui st AwHing Cu.. Inc, ACCEPTANCE NO.: 95- 0712.02 JUESU1.TS: - 2c - APPROVED : JAN 1 1 1996 EXPIRES . : February 16. 19.98 NOTICE QF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: Manu Perez, P.E. Plan xaminer 11 Product Control Division JIurst Awning -2d- ACCEPTANCE NO.: 95- 0712.02 APPROVED : JAN 1 1 1996 EXPIRES : February 16. 1998 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 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -312c, dated September 23, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of 20 ga. galvanized steel storm panels, prepared by I-lurricane Engineering & Testing, Inc., Report No. HETI- 94 -317b, dated September 27, 1994, 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 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. 1-IETI -94-401 b, dated January 17, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact and Uniform Static Air Pressure Test of "20 ga. steel" storm panels, prepared by Construction Testing Corp., Report No. CTC -95 -021, dated June 9, 1995, signed and sealed by Christopher Tyson, P.E. 8.1:5 Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -95 -031, dated August 31, 1995, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1; Drawing No. 95 -331, I -lurst Awning Co., 20 gage, "Steel" Storm Panels, Sheets 1 thru 6, prepared by Knezevich & Associates, dated 6/09/95 with Revision No. 3 dated 12/19/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by RAUTARUUKKI OY dated 12/31/94 with chemical composition and mechanical properties for galvanized steel, ASTM A446 -93. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number SFM -1307 dated 6/14/95 for 20 Ga. steel. 8.4 Calculations: 8.4.1 Anchor analysis dated 7/03/95, Pages 1 through 24, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 12 additional details /conditions, Hurst Awning Co., Inc., dated 9/19/95, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.L. Manuel erez, P.E. Plans E Product Control Division finer 1I Ilnrsl wnint! Cubits, . ACCEPTANCE NO.: 95- 0712.02 APPROVED : JAN 1 1 1996 • EXPIRES : February 16. 1998 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I. 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 n 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 hi advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in jts 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 I, 2, 2(a) through 2(d) and this last page 3. 'Ply 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. 11. 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 3 e South Florida Building Code. END OF THIS ACCEPTANCE -3 Manue Perez, P.E. Plans Exa liner 11 Product ontrol Division