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315 NE 98 St (11)f PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date e l / di 7 J o b Address 3 / J ME.. 9 gA 6 7 Tax Folio Legal Description Owner/Lessee / Tenant 7 1ea444 e e Master Permit # Owner's Address 3 A/ 9g S T Phone 305 - 75 ) 5 / s Contracting Co. ® \A_ t 1 (tr Y Address Q SS# State # Municipal # B Competency # p� Q Architect/Engineer q ,y 1 �1i �- ��: i �A A 9 L/ 0 �.., N < ;� vL 1`�ci &! IQ 33V Bonding Company Address Mortgagor Address Permit Type (circle one): UILDING)ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIP'T'ION ocCJt C.. lL Square Ft. / `7 y WARNING TO OWNE i' : 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 AFFID '.VIT: I certify that all the foregoing information is accurate and at all ork will be done in compliance with all applicable laws regula ' o .truction and ning. Furthermore, I authorize the above -named ' %n to' to do the work ted. Notary as to Owner and/or Condo President My Commission Expires: Date FEES: PERMIT z RADON C.C.F. NOTARY BOND TOTALDUETG- 5fucJ'. 70A *PO Electrical Building Historically Designated: Yes No Phone Ins. Co. Estimated Cost (value) 4 (2 e:'5 Notary as to Contractor or Owner - Builder My Commission Expires: ";■±Z Scott W Davit . 1 * My Commission CC612508 +, o . Expires January 26 2001 4)f OF il 7 q/// APPROVED: Zoning Mechanical Plumbing Engineering TYPE OF REVIEW: CODE SECTION ?AGE LOCATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT PLANS EXAMINATION SHEET e fce e,tc e 5 � JOB SITE: 3/ !g 5t: S� rucPu Ira f 3-. oZ CO _ ME TS = " 2./zo/g7 »o ud der's / yid AJo / - e5 i2 4 13, 1 /All ! v'5 ih cf//e4 ce11 .46-1,veled Pre ni oflnq cr/vrei 1;?/V 7r e f5.ea.rr+ a 1t each r ; d e o f' FreocA .Door: (If e ,4''1S1- h.7 / n o fe an Plebe) Ho4.0 etre rail ihq ware az4e , cored. Are e� s itr6sseef o•r stack, ? METRO DADE MIN PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 Your application for Product Approval of: Series Dora/ 3 Aluminum Ord - Sluing Patio Door 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) 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 ajobsite 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 anutiendments 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.:94- 1117.01 Expires:09 /14/98 Approved:09 /14/95 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 Raul Rodfigucz I'roduct Control Supervisor TIIIS IS TIIE COVERSIIEET, 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. r.s anger, Director Building Code Compliance Dept. -1. Metropolitan Dade County Security Aluminum Windows & Doors ACCEPTANCE No.: 94-1117 01 APPROVED , SEP 1 4 1995 EXPIRES : SEP 1 4 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum swing patio door 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 Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation• Series Doral 3 Aluminum Out - Swinging Patio Door (High Rise) 1.3 Overall Size: 6'- 0" wide by 8'- 0" (96 ") high x 4" deep. 1.4 Configuration XX 1.5 No. & Sipe of Panels: Two, one active panel, 34 1/2" by 94 1/2" high; one in- active panel, 35 1/8" by 94 1/2" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door Panel Material. Aluminum alloy 6063-1'6 & 6063 -T5. 2.2 Glazing 2.2.1 Glaiine Material. Full light, 3/16" tempered glass. 2.2.2 Glazing Method; Interior glazed using an adhesive bedding compound and an 'extruded aluminum snap -on glazing bead, with vinyl wedge between bead and glass. 2.2.3 Daylight Opening Size: 27 1/2" wide by 87 1/2" 2.3 Frame Construction; 2.3.1 }lead; An atrium frame head, 3/4" face x 4" deep x .078" wall thickness extruded aluminum channel with a 1/2" x 1/2" pocket, two screw splines and one door stop fin, is used. 2.3.2 ,Iamb; A 1 1/2" face x 4" deep x .078" wall thickness extruded aluminum open back tube with one door stop fin is used at the jambs. 2.3.3 Threshold; Bumper threshold is an open back extrusion 4" wide x 1/2" and 1 1/4" high x .062" wall thickness with a 1/2" x 1/2" pocket, a groove for a vinyl bulb and two screw splines. A 2" long aluminum angle is attached, making the overall interior sill flange 3 3/8" high. 2.3.4 Corner construction; Corners are butt joined, frame sill corners are secured with two #I0 x 1" SMS, Frame head corners are secured with four #10 x I" SMS and each fixed light corner is secured with two #I0 x 1" SMS. 2.4 Panel Construction: 2.4.1 Stiles; Consist of 1 3/4" deep x 3" face x .093" and .062" wall thickness extruded aluminum hollow with two legs at one end designed to receive a glass adaptor and a snap -on glazing bead for glazing. Glazing subfrarne is fastened around the perimeter to rail and stiles using #6 x 1" SMS. 2.4.2 Rails; A residential top and bottom rail, 1 3/4" deep x 3" face x .078" wall thickness extruded aluminum hollow with two legs at both ends designed to receive a glazing subframe adaptor and a snap -on glazing bead for glazing. -2. Manuel Perez, P.E. Plans Examiner II I'roduct Control Division • v , Security Aluminum Windows & Doors 2.4.3 Corner construction: Panel corners are butt joined, top and bottom rails are secured to stiles with a 1/2" diam. x full length steel threaded rod, using a 1 1/2" wide x 2 3/4" long x 1/4" thick aluminum block rod guide held in place with 2 #8 tek screws, two 1/2" nut and a washer at each end. 2.5 Weatherslrippine: Ouantity Description Location Single row Vinyl flap at weatherstrip adapter (astragal) at each lock stile. Single row Vinyl bulb at frame sill. Single row Pile with integral plastic fin at aluminum angle sill riser. Single row Vinyl bulb at frame head. Single row Vinyl bulb at frame jamb. Double row Pile with integral plastic fin at each panel bottom rail. 2.6 Hardware: Ouantity Description Location One . Standard steel throw bolt lock at each active panel lock stile, 39 1/2" from bottom. One Three Four One Four NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS key operated on the exterior and thumb tum on interior, Conventional Iockset with lever type operator handle. Butt Hinges 4" long, 2 cylinders with .312 dia. x 2 1/2" alum. pin Standard flush bolts Manually operated. Strike plate for latch and bolt 1" x 7 1/2" x .060" thick. Standard flush bolts Manually operated. Two Aluminum astragaUgap closure 2.7 Weepholes: None 2.8 Muntins: None 2.9 Reinforcement: Quantity Description One 2" x 1" x 1/8" aluminum angle sill riser (overall interior sill flange = 3 3/8" at each active panel lock stile, near midspan. at each panel jamb stile, one each at 3 1/2" from top and bottom, and one at midspan. at top and bottom of each active and inactive panel lock stile. at inactive leaf, near midspan. at top and bottom of each active and inactive panel lock stile. Concealed in inactive panel and on interior side of active panel. at each active and inactive door stile (full length) Location at bumper threshold, long leg vertical and short leg attached w/ four #8 x 1/2" SMS tp high side of ) threshold. - 2a - ACCEPTANCE No.: 94- 1117.01 APPROVED SEP 1 A 1995 EXPIRES : SEP 1 4 1998 Ma Perez, P.E. PI ed Examiner II Product Control Division ,Security Aluminum Windows & Doors ACCEPTANCE No.: 94 -11 17.01 APPROVED SEP 1 4 1995 EXPIRES : SEP 1 4 1998 NOTICE OF ACCF.PTANCE: SPECIFIC CONDITIONS 2.10 Sealants & Pads- The following are sealed with Schnee - Morehead 5504 sealant: each lower panel corner on interior, each lower frame corner, each installation screw in frame sill and each jamb and bottom glazing bead at each panel on interior. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. The following configurations shall also qualify under this approval: X. 3.2 Units with dimensions smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating see Section 7. 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : Four #I2 x 3" Pan Head SMS located at 6" from each corner and each side of midspan. HEAD : Four #12 x 3" Pan Head SMS located at 6" from each corner and each side of midspan. JAMBS : #12 x 3" Pan Head SMS located 6" from corners and the rest at 19 7/8" o.c. Note: Please see note #11. Page 1 4.2 Attachments of sub -bucks shall be designed by the Arcitiicci u, E4rccr of °cca:d, ^a n usr . compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected 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 opening to receive door, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. - 2b - an 1 Perez, P.E. Plat' Examiner II Product Control Division TEST RESULTS DESIGN LOADS AIR INFILTRATION Cn 1.57 PSF PA 202 -94 (0.37 CFM /FT 0.27 CFM /FT MTL -16160 EXT. WATER RESISTANCE (PSF) PA 202 -94 +11.70 PSF MTL -16160 +78.0 PSF MTL -16160 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +87.0 PSF MTL -16160 +58.0 PSF MTL -16160 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202-94 NEGATIVE 30 Seconds -87.0 PSF MTL: 16160 •58.0 PSF MTL -16160 FORCED -ENTRY RESISTANCE (FER) PA 202 -94 & SFBC 3603.2(b)(5) SATISFACTORY MTL -16160 78 31 Design Pressure Rating (I'osilive) +58.0 I'SF Design Pressure Rating (Negative) 696' -58.0 PSF • Security Aluminum Windows & Doom ACCEPTANCE No.: 94- 1117.01 APPROVED Sm 1 4 1995 EXPIRES : SIP 1 4 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note; The installation of this unit will require a hurricane protective system. 7. TESTS PERFORMED 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on I) Air Infiltration Test, per PA 202 -94 2) Unifom7 Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 and SFBC 3603.2(6)(5). along with installation diagram of an aluminum out - swinging patio door with fixed light prepared by Miami Testing Laboratory, Inc. No. MTL -16160 dated July 7, 1994 signed and sealed by David Gale Ober, P.E. 8.2 Drawings: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Full scale details of tested unit, Sheets I thru 8. 8.3 Calculations: 8.3.1 Comparative analysis, pages I thru 3, prepared by AI- Farooq Corp. dated 07/21/95, signed and sealed by Humayoun Farooq, P.E. - 2c - Ma el Perez, P.E. Plan in xaminer 11 Product Control Division S c Irily Aluminum Windows & Doors 9. COMPARATIVE ANALYSIS: NOTICE OF ACCEPTANCE- SPECIFIC CONDITIONS SECURITY WINDOWS 7 -21 -95 SERIES DORAL OUT - SWINGING PATIO DOOR COMPARATIVE ANALYSIS CHART BASED ON MTL -16170 OF 7 -7 -94 TEST SIZE . 77• , 96' - 7 LEAF (NOMINAL DIMS.) TEST LOADS . • 87.0 -S7.0 PSF EOUIV. DESIGN LOADS. • SS0 - 530PSF WATER INFILTRATION TEST . 11.7 PSF 7 HINGES /LEAF 3 POINT LOCK ON ACTIVE LEAF 3216' TEMPERED GLASS - NO SIUNTINS 13 AMT..90,7 7 PO. OC, PREPARED BY AL- FAR000 CORPORATION 1235 S.W. 8707. AVENUE M)AM1, FL. 33179 PH.(305) 264 -8100 NOTE .71ERE . ATE R .M u TRwTUN 7137 H RE OmRTEl IT EXTIMOR LOAD TO e, • rsr n. -2d- 1 -LEAF ACCEPTANCE No.: 94- 1117.01 APPROVED EXPIRES JUL 2 •1 1955 Mai7l&el Perez, P.L. Plans (! atnincr 11 Product Control Division SEP 1 4 1995 SEP 1 4 1998 DOOR HEIGHT PANEL WIDTH DESIGN LOAD - PSF EXT. INT. 36 83 5 83.5 80 32 78 31 78.3 36 I 6961 696' 30' 69.6 69 6 96 32 652 65.2 36 58.0 58.0 • Security Aluminum Windows & Doom ACCEPTANCE No.: 94- 1117.01 APPROVED Sm 1 4 1995 EXPIRES : SIP 1 4 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note; The installation of this unit will require a hurricane protective system. 7. TESTS PERFORMED 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on I) Air Infiltration Test, per PA 202 -94 2) Unifom7 Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 and SFBC 3603.2(6)(5). along with installation diagram of an aluminum out - swinging patio door with fixed light prepared by Miami Testing Laboratory, Inc. No. MTL -16160 dated July 7, 1994 signed and sealed by David Gale Ober, P.E. 8.2 Drawings: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Full scale details of tested unit, Sheets I thru 8. 8.3 Calculations: 8.3.1 Comparative analysis, pages I thru 3, prepared by AI- Farooq Corp. dated 07/21/95, signed and sealed by Humayoun Farooq, P.E. - 2c - Ma el Perez, P.E. Plan in xaminer 11 Product Control Division S c Irily Aluminum Windows & Doors 9. COMPARATIVE ANALYSIS: NOTICE OF ACCEPTANCE- SPECIFIC CONDITIONS SECURITY WINDOWS 7 -21 -95 SERIES DORAL OUT - SWINGING PATIO DOOR COMPARATIVE ANALYSIS CHART BASED ON MTL -16170 OF 7 -7 -94 TEST SIZE . 77• , 96' - 7 LEAF (NOMINAL DIMS.) TEST LOADS . • 87.0 -S7.0 PSF EOUIV. DESIGN LOADS. • SS0 - 530PSF WATER INFILTRATION TEST . 11.7 PSF 7 HINGES /LEAF 3 POINT LOCK ON ACTIVE LEAF 3216' TEMPERED GLASS - NO SIUNTINS 13 AMT..90,7 7 PO. OC, PREPARED BY AL- FAR000 CORPORATION 1235 S.W. 8707. AVENUE M)AM1, FL. 33179 PH.(305) 264 -8100 NOTE .71ERE . ATE R .M u TRwTUN 7137 H RE OmRTEl IT EXTIMOR LOAD TO e, • rsr n. -2d- 1 -LEAF ACCEPTANCE No.: 94- 1117.01 APPROVED EXPIRES JUL 2 •1 1955 Mai7l&el Perez, P.L. Plans (! atnincr 11 Product Control Division SEP 1 4 1995 SEP 1 4 1998 10. TYPICAL ELEVATION r ye t 2 r /.r r e E- � ACCEPTANCE No.: 94- 1117.01 APPROVED : SFP 1 4 1995 EXPIRES : SEP 1 4 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS i rr -2c- Security Aluminum Windows & Doors b ACCEPTANCE No.: APPROVED : SEP 1 4 1995. EXPIRES : 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 documentation, 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 Approved ", 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. a oc v.0 —tat u rcatts o us. 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 3 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. 3 \ \\ \ \ \ \ \ \ Man hef Perez, P.E. Plans9aaminer 11 I'roduct Control Division 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 times. 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(e) and this last page 3. Items 10. 11 Sr 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. I. 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 Man Perez, P.E. Plans Ex er Product Control Division - METRO.OAt7E 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 • 'METROPN Y, FLORIDA METRO OLITA -DADS DADS FLAGLE 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 RodYiguez 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 I. DESCRIPTION 1.1 ACCEPTANCE NO.: 94- 0614.07 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. 2 Man el Perez, P.E. 0 Plans Examiner I1 Product Control Division Security Aluminum Windows and Doors ACCEPTANCE NO.: 94- 0614.07 -2a- APPROVED July 25. 1994 EXPIRES July 25. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.2 Ceiling & Floor Mount (Inset Mountl 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 selec • or the proposed installation. Man. Perez, P.E. 6 Plans Examiner II 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 UNIFORM 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: M Perez, P.E.J Plans Examiner II Product Control Division security Aluminum Windows and Doors ACCEPTANCE NO.: 94- 0614.07 2c - APPROVED EXPIRES • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS July 25. 1994 July 25. 1997 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 Vigar 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 Al- Farooq Corporation, dated 10/13/94, signed and sealed by Humayoun Farooq, P.E. Ma I- Perez, P.E. Plans Examiner [I Product Control Division purity Aluminum Windows and Doors ACCEPTANCE NO.: 94- 0614.07 APPROVED July 25. 1994 EXPIRES July 25. 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 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. Man Perez, P.E. Plans Examiner II Product Control Division CONTRACTOR / ^ NS (�� + 1 / Name P KW W q (WVi ( OWV CO License No. l j 055—g648 Address ( 6005 NE 13 t }:ev dcL Telephon l ^ / 507 Fax ( ) Q ? -2379 1 � ]] Nam J t J Qual i N p L r: C laVSEIO PROPERTY Name 1 ! ,. cc Chi � � ° :.: License ,. D —12,657 n OW � NER Name /AIll(� (� I.1 l ow U`� 1 n '/— Mi �4e Address Repair Home Telephone (7 Demolish Business Telephone Relocation of Structure Fax Foundation Only ARCHITECT Name 1 ! ,. cc Chi � � ° :.: License ,. D —12,657 Address 2100 GOWI Telephone (3415 F ax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior (7 Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other Ii I I 1. 1 . II ! I dill. RU(� - The follottng steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: N 6 q g Q/ 1Q, rj / Art 1 ,Koite Address / Apt. City Folio Nu ber 1131D1, . 0 I3 S k� ),D d- Block y1 Lo 1 I Subdivisioni9Y1 1 PB 10 f:67 b Zoning Current Use of Property Square Feet 1 S Proposed Use of Property Value of Work ' "' Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing_ LPGX Roofing Fence Other v PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection v (— PERMIT APPLICATION Master Permit No. yiu Subsidiary Permit No. 5 0 /7 Description of Work 0 up State Zip • Lr. %/A mal pinto U4'Ct�e.. rid Linear eet Floors Units ..,,GG�� a�cL�Sidg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home of business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STAT) OF FLORIDA, COUNTY OF MIAMI -DADE yet, m,11Q Signature of 0 /t4 Print Nam d-00 to a NANCY B. WEEDEN MY COMMISSION # CC 929580 EXPIRES: April 19, 2004 Bonded Thru Notary public Underwriters SEAL: d subscribed before me this l l '"" day of Signature of Notary ' •li - State of Florida Personally known OR, Produced Identi [cation Type of Identification Produced: • • L- 2- PERMIT APPLICATION ST,TE OF FLORIDA, CO J . Y OF MIAMI -DADE to and subscribed before me this[ _ day o gnature �. r ry Pu lic - ta Flonda p T OFFICIAL I:Oi tl L ji 6 ANGELA M BECtKER fi r' r (, n COMWsSION NUMBER � r a CC786697 comeisann FG NOV. Personally kno 'cation SEAL: Type of Identification Produced: ELECTRICAL TYPE I Minimum Fee QTY. TYPE Dryer QTY. 'TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton - Heating Strips, each Fan Outlet, Wall Service, Temporary - Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE I Minimum Fee QTY TYPE Condensate Drain QTY TYI'E Generator QTY 'TYPE Refrigeration, Tons QTY. AJC Central, Tons QT y. Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUN BING TYPE; AJC Condensate QTY TYPE Drains, Roof Q'I' TYPE Miscellaneous Fixture QTY TYPE Soakage Pit QT y. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply MENNE Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zonin Electrical __ _ r Mechanical _ Plumbin: Ri7MAIIIIIIIIIIIMA Fire Public Works Structural Building Official 1111' FD7 I Page 4 OFFICE USE ONLY U OWNER - BUILDER FORM (Attach) m FIRE DEPARTMENT APPROVAL (Commercial / multi- family) • CONCURRENCY (New Construction) O OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review !a PROOF OF OWNERSHIP (Attach) HRS / DERM APPROVAL (Septic / Sewer) m IMPACT FEE (New Construction) 0 OTHER (Specify & Attach) Metropolitan Dade County (C.C.F.) $ (sq.ft. = x/1000 x ¢.60) $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: s PERMIT APPLICATION O CONDO ASSOCIATION APPROVAL (Attach) • BPR APPROVAL (Restaurants) CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL, $ } ISSUING OFFICIAL DATE: Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com