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SHUTTERSDate Mortgagor Square Ft. Notary My Co . Tr :a caner ssion Exp FEES: PERMIT RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address /('j^y t /co Tax Folio Legal Description Historically Designated: Yes Owner/Lessee / Tenant p, c_i ( � d- � L Owner's Address I b l P. (U o Contracting Co. K (� OU.J Address Qualifier (r ) (P.,,_r "" " y SS# Phone State # , Architect/Engineer fs 4 Address Bonding Company I Address Address Rntz. Municipal # owner and/or C •. do Presi • - 'I Date Y. s: JAMES H DICKERSON NOTARY PUBLIC 7: OF FLORIDA COMM SSiOr .,.0. CC242095 MY COMMIS:' ;: 40V.163996 c' 1'3$COettf ( Competency # x(66 Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION J _0.4/ l � ✓fit C*."- � c e.l? Estimated Cost (value) S Not M as to Co mmission Expire C.C.F. P NOTARY Master Permit # S4:2- s7 Phone N. 3 () j -- jq ( —088 Ins. Co. S No S - °r t.{-8 3 0 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 c,�ontractor to do the work stated. lder / / Date S ARY l ate JAMES H DICKERSO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC242095 MY COMMISSION EXP. -NOV. 16,1996 TOTAL DUE APPROVED: fi I Zoning Buildin � `� � Electrical Mechanical Plumbing Engineering PERMIT NO. TAX PCUO NC. STA ► c OF Fi ORlCA: COUNTY OF OAOE: 95R297527 1995 JUL '26 08:32 ThE UNCEFSIGNEO hereby gives notice that improvements will be made to certain real property. and in ac=rdance with Chapter 713. Florida Statutes. the following information is provided in this Natica of Commencement. 1. Legal desciption of property and street address: 1 (1 E (6 Q SI Z Oescicaon of improvement: 3.Owner(s) name and address: �'� � C -k cL Interest in property: Name and address of fee simple titleholder: aJ f A. KVK 5. Surety:(Payment band required by owner from contractor. if arty) Name and address: tt-i Amount of bond S _ 4 . Contractor's name and address: 6. Lender's name and address: • 44..W00i /i..._A 11 1. 0.111Li 'aft: t ' fa_ t t • orta. :_- ARY PUBLIC STATE OF FLORIDA COMMISSION NQ. CC24209S ies: -"""/ .et Print Owners Name Sworn to and subscibea before me thi Notary Public Print Notary's Name My Commission NU 1 1L.. Ulm L:U(VIMENL Pi1try 1 STA 1 E OF Fl ORIDA, COUNTY OF DADE 1 '+ER9 tY Ct.d ; :FY t a t61 is o trye)co y of the o i . . i. t... o. :izo on doh o Prepared by: 7. Persons within the State of Florida desicnated by Owner upon whom notices cr other dcczrtents may be served as provided Oy Section 713.13(1)(a)7.. Pion a Statutes. Name,and address: 10 8. In addition to himself. Owner designates the following person(s) to receive a campy of the Lienar's Notice as provided in Section 713.t3(11(b). Florida Statutes. Name and address: 9.. Expiration date of " Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specfied) Address: Nf 243 b A... °� . Fat 1 UM SHUTTER PRODUCT PPrROVOL A'UT'HORIZATION FORM ° mEar raE DATE: DEAR JOB OWNERS NAME: Sincerely, 7- 2 0 -9S NAME_ OF BUILDING OFFICIAL: NAME QF i1iNICIPPLITY: ADDRESS QF MUNICIF'yLITY: CITY: , FLORIDA ZIP: We are the Dade County Notice cf Acceptance Holder for ?`k e'' STdr ,Are under number 9Y- •o.s This i .tter• at o r�izes S rw. u, 6'., G� . used in the following job: JOB OWNERS ADDRESS: / Y fr 4'; fp0 _ $7 m o .-rS /` /4 RI ZED REWATURE OF ' CC'PTANCE HOLDER TITLE OF. AUTHORIZED' PERSON TO SIGN t .P !cr. Co�.SfrKC7<'c c , A , to use our approval under number 9S' -o ' O- to be LEESBURG 1107 North Thomas Road • Leesburg, Florida 34748 • 904/787 -7766 • Florida: 800/342 -9077 • U.S.A.: 800/874 -0002 MIAMI 8300 N.W. 14th, Street • Miami, Florida 33126 • 305/593 -5383 • Toll Free 800/662 -7708 PENSACOLA 8760 Ely Street • Pensacola, Florida 32514 • 904/476 -5400 • Toll Free 800/216 -8981 METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE White Aluminum Products, Inc. 1107 North Thomas Road Leesburg, FL 34748 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of: 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 Knezevich & Associates, Inc. Drawings No. 94 -84.1 and No. 94 -84.2, dated 5117/94, signed and sealed by V.J. Knezevich, P.E.; Construction Research Laboratory, Inc. Test Reports No. CRL- 6084 -3A and CRL - 6084 -4A dated May 25,1994, signed and sealed by Vipin N. Tolat, P.E. 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 •94- 0614.05 (supersedes No.: 93- 0916.04) Expires: 08/15197 ond, P.E. oduct ControhDivision 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. _4 Charles $anger, P. Director Building Code Compliance Dept. White Aluminum Products. Inc. ACCEPTANCE NO.: 94 0614.05 APPROVED AUG 1 5 1994 I EXPIRES _ AUG 1 5 1997 4. INSTALLATION NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an, aluminum storm panel 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: a. Non - coastal building zone. b. Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawings No. 94 -84.1 and No. 94 -84.2, using aluminum alloy 5182 -H38, .040" and .050" thick respectively. 2.2 Panels have a nominal width of 12.00" and a total width of 13.50 ", forming 2.00" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, 2" x 2" x .080 ", 2" x 5" x 1/8" angles and extruded parts. 2.4 Tested specimen: _ _ Dimensions: 37 1/2" wide x 89" long overall, (83 1/2" long for ceiling -floor mount) 3. LINIITATIONS 3.1 The design will be dependent on the maximum panel height of 7' -5" or 89" for wall mount and build -out, 6' -11 1/2" or 83 1/2" for ceiling -floor mount, to be installed only as outlined on drawing No. 94 -84.1 and No. 94 -84.2. 3.2.1 Minimum separation to existing, _glass to protect shall be 4 13/16" for .040" thick panels. 3.2.2 Minimum separation to existins class to protect shall be 3 1/2" for .050" thick panels. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: All panels shall be fastened at overlaps with 1/4" -20 x 1" SS sidewalk bolts w /die cast aluminum washered wing nuts spaced at 1/3 of the panel vertical span and shall not be more than 29" apart. 4.1 The panels shall be installed only in the following condition: a. Wall Mount (Direct Mount) The panels are secured at the top into the "h" header, which is anchored to the wall and fastened at the bottom to a 2" x 2" x .080" aluminum studded angle, using 1/4" - 20 x 5/8" studs w /wing nuts spaced at 6" o.c. as shown on approved detailed drawing No. 94 -84, Sheets 1 and 2 of 2, Wall Mount Section, bearing the Dade County Product Con of sta it Diamond, P.E. Supervisor Product Control Division White Aluminum Products. Inc. ACCEPTANCE NO.: 94 0614.05 APPROVED AUG 1 5 1 y g 4 EXPIRES : AUG 1 5 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS b. Build Out Mount The panels are secured at the top to a 2" x 2" x .080" aluminum studded angle, using 1/4" - 20 x 5/8" studs w /wing nuts spaced at 6" o.c., which in turn is fastened with #14 SMS spaced at 12" o.c. to a 2" x 5" x 1/8 "'aluminum angle used to provide the build out condition and which is anchored to the wall; this same arrangement, reversed, is used at the bottom, as shown on approved detailed drawings No. 94 -84.1 and No. 94 -84.2, Build Out Mount Section, bearing the Dade County Product Control stamp. c. Ceiling/Floor Mount (Inside Mount) The panels are secured at the top into the "u" header, which is anchored to the soffit; and fastened at the bottom to a 2" x 2" x .080" aluminum studded angle, using 1/4" - 20 x 5/8" studs w /wing nuts spaced at 6" o.c., which is anchored to a concrete slab, as shown on approved detailed drawings No. 94 -84.1 and No. 94 -84.2, Ceiling/Inside Mount Section, bearing the Dade County Product Control stamp. d. Anv combination of the above. 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 drawings No. 94 -84.1 and No. 94 -84.2. 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 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 ". Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: a. This Notice of Acceptance. b. Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. c. Duplicate prints of approved drawings No. 94 -84.1 and No. 94 -84.2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components s ecte for e proposed install. ion. /1? Gil Diamond, P.E. Supervisor Product Control Division TEST - TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST - SFBC PA 201 -94 SATISFACTORY CRL- 6084 -4A Max.. 4 13/16" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +80.6 PSF CRL- 6084 -4A +62.0 PSF CRL- 6084 -4A CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -80.6 PSF CRL- 6084 -4A -62.0 PSF CRL- 6084 -4A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +108.0 PSF CRL- 6084 -4A +72.0 PSF CRL- 6084 -4A Max.. 1.01" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -108.0 PSF CRL- 6084 -4A -72.0 PSF CRL- 6084 -4A DESIGN PRESSURE RATING +62.0 PSF -62.0 PSF White Aluminum Products. Inc. 1 7. TESTS PERFORMED 7.1.For .040" thick aluminum panels TESTS: ACCEPTANCE NO.: 94- 0614.05 APPROVED . NJf11 5 1994 EXPIRES AUG 1 5 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: a.) Uniform Static Air Pressure Loading, b.) Large Missile Impact Test, and c.) Cyclic Loading Wind Pressure Test of aluminum storm panels, prepared by Construction. Research Laboratory, Inc., Report No.CRL - 6084 -4A, dated May 25, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -84.1 .040" Aluminum Storm Panel Details, Sheet 1 of 1, prepared by Knezevich & Associates, Inc., dated 05/17/94, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certification of Test Results prepared by Alumax Mill Products, dated 02/09/94 for .040" thick Aluminum Alloy 5182 -H38 8.3.2 Certified Tensile Test Report from Applied Research Laboratories, dated 6/7/94 for .040" Aluminum Alloy sample, signed and sealed by Christopher A. on, P.E. -2b- it Diamond, P.E. Supervisor Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE- IMPACT TEST - SFBC PA 201 -94 SATISFACTORY CRL- 6084 -3A Max.. 3 1/2" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF CRL- 6084 -3A +72.0 PSF CRL- 6084 -3A CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF CRL- 6084 -3A -72.0 PSF CRL- 6084 -3A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +108.0 PSF CRL- 6084 -3A +72.0 PSF CRL- 6084 -3A Max.. 1.51" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -108.0 PSF CRL- 6084 -3A -72.0 PSF CRL- 6084 -3A DESIGN PRESSURE RATING +72.0 PSF -72.0 PSF White Aluminum Products. Inc. r 7. TESTS PERFORMED 7.2 For .050" thick aluminum panels TESTS: ACCEPTANCE NO.: 94- 0614.05 APPROVED • AUG 1 5 1994 EXPIRES AUG 1 5 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.2 Test report on: a.) Uniform Static Air Pressure Loading, b.) Large Missile Impact Test, and c.) Cyclic Loading Wind Pressure Test of aluminum storm panels, prepared by Construction . Research Laboratory, Inc., Report No.CRL - 6084 -3A, dated May 25, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.2 Drawing: 8.2.2 Drawing No. 94 -84.2 .050" Aluminum Storm.Panel Details, Sheet 1 of 1, prepared by Knezevich & Associates, Inc., dated 05/17/94, iigned and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.3 Mill Certification of Test Results prepared by Alumax Mill Products, dated 02/09/94 for .050" thick Aluminum Alloy 5182-H38 8.3.4 Certified Tensile Test Report from Applied Research Laboratories, dated 6/7/94 for .050" Aluminum Alloy sample, signed and sealed by Christopher A. - • on, P.E. - 2c - Gil Diamond, P.E. Supervisor Product Control Division White Aluminum Products. Inc. f ACCEPTANCE NO.: 94- 0614.05 APPROVED AUG 1 5 1 9 y 4 EXPIRES AUG 1 5 1997 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 �f 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. Gil Diamond, P.E. Supervisor Product Control Division i TOPS FORM 331 • I � , Tch / c"/ ,4/E loa �ron T Dcn r 1.• IP" Quantity 1 1 1 1 1 1 1 1 1 1 construction Windows Doors Sizes WX 74" X 52" 42" X 58" 74" X 52" 56" X 52" 76" X 40" 37" X 39" 170" X 63" 75" X 63" 126" X 12" 114" X 66" Quantity 1 1 1 1 1 1 1 Sizes W X H 134" X 83" 192" X 85" 102" X 83" 142" X 84" 34" X 84" 63" X 81" 33" X 82" Hurricane Shutters Storm Panels • Accordians • Roll -Ups • Bahamas • Colonials 1r.05 1t,Aut 14100 Biscayne Boulevard, Bay #2 • N. Miami, Florida 33181 Tel: (305) 948 -3040 • Fax: (305) 948 -3065 1- 800 - 948 -7299 PROPOSAL Date: 6/08/95 Proposal #1(1(60 85 Proposal from: KPK CONSTRUCTION, CC # 93BS00241 79ait.6971- Pa2r; Proposal to: Rick Pitchman Phone: #(305? 891 -0880 Job Address: 104 N.E. 100th Street. Miami Shores. FL We propose to furnish the labor and materials necessary for completion of the following items: Installation of 20 Gaut►e Galvanized Steel Storm Panels with removable_ tracks on windows and doors with an option for .050 Aluminum Storm Panels in the following guars •i i es an 1 size All material is guaranteed to meet all applicable County Codes and the above work is to be completed in a substantial workmanlike manner for the sum of: Four- -Thousand - Four - undred . Twenty Eight Dollars and 80 /100 Option: Change to .050 Aluminum Storm Panels - $ 5,318.73 Price inciUid`es materials, installation, tax, and permit: --- - -- Payments to be made as follows: 50% Upon S i�ri iris Of Contract Tina L Pa Y�r' l n FvGC- TO Be VA de (4.(7 ., 50% Upon Completion of Job 3d d Y5 QFTe 6 Any alteration or deviation from the above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the proposed price. All agreements contingent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tornado and other necessary insurance on the above work. Worker's Compensation and General Liability Insurance to be provided by KPK CONSTRUCTION.