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429 NE 99 St (9)PERMIT APPLICITJOZI� SHORES VILLAGE Date aw110 Job Address 0144.04 Ft Tax Folio .r+ Q l 7 D *OD Legal Description Historically Designated:. Yes No / Tenant x A , 4ik C„ Master Permit # 19/ 7) Owner's Address)( Z Q bk a dl q • ' A4 j/ PhoneX) S ► 7 C� • i J 4 Contracting Co. I) OW; can 00 Address b f 5� /OW `7 & C p l firdicy Qualifier L i To((o2S ss# DIM -59 Q Q7 PhonoocM6 tJ o8tJ State # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one : BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN / WORK DESCRIPTION w�� _.,-4.,4 Square Ft. GT. ,c) 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done ' compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. d/or Condo Presi . rr' as to Owner and/or Cond. - ;. ' D •A �r nez ti y Commissipkt;F;iles '•I ON CC888100 E'PIRES fyW :c�i'.�et 26 2003 nor :DTFCRil 1 LPl FEES: PERMIT RADON APPROVED: Zoning Building Mechanical Plumbing Municipal # C.C.F. Competency # Address Address Estimated Cost (value) Notary a to ontractor or o Bder l My Commission :"7; : 7 'ROTE MartPne °= M�Y er- C OMM:s 0 CC868200 " aoa'o Nov e 24 aliCl y� EXpIPr £D i.'dr! TfCSt fAJ' r:! Ppn Fy Ill.' NOTARY Electrical Structural Engineer BOND Ins. Co. Date Address: Holland, Sam 429 NE 99 St. Miami Shores, Fl. 33138 Gary Pfuehler, P. E. 5665 Green Oak Ct. Fairfield, Ohio 45014 Florida P. E. Lic #49850 April 28, 2001 G ¶ a ,�ssociates fairfie[d, ohio ASCE 7- 88 Garage Door Windload Design Pressures The design windloads for the garage door openings listed below are derived from the American Society of Civil Engineers ASCE Manual 7 -88, Section 6 entitled "Windloads" for Components and Cladding (Exposure C), 110 mph basic wind speed, with Hurricane Oceanline Importance Factor of 1.05. Garage Door Opening Size(s): 8' x 7' (2 Requested ) Mean Roof Height: Less than 15' Measured Minimum Building Dimensions: 24' Measurement of (Nearest) Garage Door Opening to Building Corner: 12' - Positive Design Load: 40.3 psf Negative Design Load: 43.0 psf Clopay Model: 84A (2 requested) Approval No. : 00- 0320.05 ;The design loads shown above are based upon the measurements listed above. The related calculations do not address the jamb or supporting structural adequacy. The building official is the final determiner of the suitability of the garage door and connections for the particular building or home for the designated location. e �f— `' 2, --®( MIAMI - DADE MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Building Products Co. 312 Walnut St., Suite 1600 Cincinnati 011 45202 Your application for Product Approval of: 2" EPS Sectional Door to 9' Wide under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO 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.:00- 0329.12 Expires:08 /21/2003 THIS IS THE COVERSI-IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 06/29/2000 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMtMITTEE Internet mail address: postmaster ©buildingcodeonline.com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372.6339 Raul Rodriguez Chief Product Control Division This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County. Florida under the conditions set forth above. .rancisco .. Quintana. R.A. Director 1 of Miami-Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Clopav Building Products Company. ACCEPTANCE No. :A PPROVED .XP ?RES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The sectional steel garage door and approved drawings. 4.2 The installation of this door do 4.3 Units with dimensions equal under this approval. 00- 0329.12 JUN 2 9 2000 08/21/2003 1. SCOPE This renews the Notice of Acceptance No. 97- 0124.02 that was issued on 08/21/97. it approves a sectional steel garage door 9' -O" wide x 6' -6" through 8' -0" high, as described in Section 2 of this Notice of Acceptance (NOA), designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The Clopay Garage Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 101703, titled "Models 2200/01, 2400/01, HDG, 4200, 4300/01, 4310, 4400/01" prepared by Clopay Building Products Co., drawn on 11/19/96 with latest revision on 07/08/97, sheet 1 of 1. They bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation . that the specimens were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 26,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. onents shall be installed in strict compliance with the hurricane protection system. han those shown in the approved drawing shall qualify 5. LABELING Each door shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this NOA, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Candido Font, PE. Sr. Product Control Examiner Product Control Division 2of3 Clonav Building Products Co. .- .CC'EPTANCE No. 00- 0329.12 2. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 3 of JUN 2 9 2000 ,APPROVED EXPIRES 08 /21 /2003 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. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -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 fil ing 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 Miami -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 engineer needs not reseal the copies. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pa�zes 1, 2 and this last page 3. ENI) OF ThIIS ACCEPTANCE Candido Font, PE Sr. Product Control Examiner Product Control Division • INSTALLER RETAIL MODEL MODEL 1 DESCRIPTION BRACKET PLACEMENTS HEIGHT ■ 4200 1 2200 24 GA. EXTERIOR SKIN; TRADITIONAL RAISED PANEL 4300 HDG, 2300 27 GA. EXTERIOR SKIN; ELEGANT RAISED PANEL 4400 2400 24 GA. EXTERIOR SKIN; ELEGANT RAISED PANEL 4401 2201. 2401 24 GA. EXTERIOR SKIN; FLUSH PANEL 4301 2301 27 GA. EXTERIOR SKIN: FLUSH PANEL 4310 N/A 25 GA. EXTERIOR SKIN; RAISED WIDE PANEL DOOR BRACKET PLACEMENTS HEIGHT "L" 'X1" "X2" I "X3" "X4" 6 -6 70 3 -1 2 10 I 35' 60 7 -0 76 ®EIiEN 38' 66 7 -6 82 3 -1 2 10 34 58 i 8 " -0" 88" 13 -1/2 10" i 34" 58" MODELS 2200, 220 • • r 0 It 1 0 2 (7 O O / -- REINFORCEMENT WITH PATENTED 1, 2300. 2301, 2400. 2401, 4200 PLATES ATTACHED TO DOOR SKIN TOG -L -LOC SYSTEM (NOT VISIBLE FROM OUTSIDE) (2) INTERMEDIATE REINFORCEMENT PLATES PER SECTION ATTACHED WITH TOG -L -LOC SYSTEM (NOT VISIBLE FROM OUTSIDE) - A MAX. DOOR WIDTH = 9' -0" INSIDE ELEVATION — LOCATION OF OPTIONAL VENTS &MAXIMUM VENT OPENING: 60 IN' TRACK CONFIGURATION 2" GALV. STEEL TRACK, TRACK THICKNESS: .060` I rr 111 1 -7•1 1 III I III I I I II I ;1)- III i 1�1 111 III 1 � 1 I II 1111 111 4 ,P 1 r0 '4 1 1 iii1 --0— A 1 NOTE 1 • DOORS 6'6" HIGH CONSIST OF 4 SECTIONS; (2) OF 21" & (2) OF 18 ". DOORS 7'O" HIGH CONSIST OF 4 SECTIONS; (4\ OF 21" DOORS 7'6" HIGH CONSIST OF 5 SECTIONS; I5) OF 18 ". ^^"" e•n" H'- , 1," - ' "TIONE: _.) OF NOTF 2• SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. 13 GA. GALV. STEEL FLAG BRACKET. _ACry FASTENED TO WOOD JAMB WITH (3) 5/15 "x1 -5/8" WOOD LAG SCREW.. TWO POINT LOCKING INTO TRACK PER SFBC 3603.2. 5/8" MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) TYP. 2 -i /2 "x12 GA. GALV. STEEL TRACK BRACKET. 4300 4301, 4310. 4400, 4401. HDG o N 1 L) i-• o u o 1- Z = O — 1- w 2 w fA o 0 O REINFORCEMENT PLATES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC (NOT VISIBLE FROM OUTSIDE) (2) INTERMEDIATE REINFORCEMENT PLATES PER SECTION. ATTACHED W/ TOG -L -LOC SYSTEM (NOT VISIBLE FROM OUTSIDE) 1 1 iI- III Iii iii J l ii I i ll 11'- III -J 1 1 ' J I 1 , - - - - �I I I N.. : 11� iii F l - .1 lir ail Ilr �i 1 1 I11 1 11 11: :11 111 : 11 11 II 11 II II 11 11 11 1 -�1 I�� �; � l� 1 MAX. DOOR WIDTH 9' -0" LOCATION OF OPTIONAL VENTS ®MAXIMUM VENT OPENING: 60 IN' SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION 2x6 WOOD JAMB INSIDE Fl EVATION 1 BRACKET FASTENED TO WOOD GA. GALV. STEEL TRACK JAMB WITH ONE 5/16 "x1 - 5/8" WOOD LAG SCREW PER BRACKET. / I 2' GALV. STEEL TRACK J FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 "x5/8" BOLT & NUT 1213 TWO 1/4" RIVETS. ,IAMB CONFIGURATION PREPARATION OF JAMBS BY OTHERS - -A OUTSIDE HANDLE SEE END HINGE DETAIL SEE INTER. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER SFBC 3603.2. 5/8" MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) OUTSIDE KFYFD I OCK 1OCK BAR LOCKINQ THE 2x6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. STOP MOULDING E' DOOR INSTALLER (TO SUIT) 18 GA. GALV. STEEL END STILE (END STILES HELD BY HINGE SCREWS) OUTSIDE KEYED HANDLE END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. 18 GA. MIN. GALV. STEEL CENTER HINGE FASTENED TO INSIDE SKIN W/(4) EACH f 14x5/8" SHEET METAL SCREWS 14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W /(4) EACH #14x5/8 _ SHEET METAL SCREWS AND (4) 1/4 "x5/8" SELF TAPPING SCREWS. 2" STEEL ROLLER. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE INSIDE HANDLE OUTSIDE KFYFD I OCK SNAP LATCH LOCK OPTION 27 GA. MIN. EXTERIOR STEEL SKIN (MIN. YIELD STRENGTH: 26 KSI, DRAWING QUALITY) WITH G -60 GALV., BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 14 GA. END HINGE QiiD ISE aa 14 ED MY Building Products Company TONGUE AND GROOVE JOINTS. (4) #14x5/8" SHEET METAL SCREWS (4) 1/4 "x3/4" SELF TAPPING SCREWS 2x6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1/4 "x1 -3/4" EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM AND 16" 0.C., DE WITH 3/8 "x4" (1 -3/4" EMBED) RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8" FROM BOTTOM AND 24" 0.C. DESIGN ENGINEER: - L ��00 MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING 1 Ml[ 7 -8 -97 SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR 2" THICK CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI. OHIO 45202 (513) 381 - 4800 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) #14x5/8" SHEET METAL SCREWS. 3" TALL x 20 GA. GALV. STEEL U -BAR. TWO PER DOOR SECTION. ATTACHED WITH (6) 1/4 "x3/4" SELF TAPPING SCREWS PER U -BAR, (2) ON EACH END & (2) AT CENTER HINGE LOCATION. 27 GA. INTERIOR STEEL SKIN (DRAWING QUALITY) WITH G -60 GALV., BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. • ►1 : , II 1 • • - 14 GA. INTER. HINGES USED ON 24 GA. EXTERIOR SKIN DOOR MODELS 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W /(4) #14x5/8" SHEET METAL SCREWS AND (4) 1/4 "x3/4" SELF TAPPING SCREWS • DESIGN LOADS: +48.0 PSF & -60.0 PSF. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE - —_ ? Z 060 I , PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 6 / 51 'C 2 32 • /2 SCALE. PLOT 1 =42 DATE. MAVM C1' OCCAED !A. 11/19/96 MWW ADDED MAXIMUM VENT OPENING 1.95" THICK, 1# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED (SUPPLIED BY FACLON MANUFACURING) TO BOTH EXTEROIR AND INTERIOR SKINS. SECTION A -A CLASSIFIC.TIDW 1(4 NWT sUt:- 9'0"W x 8'0 "H X' 2200/01. 2400/01, HDG, 4200 4300/01, 4310, 4400/01 pRAVDG IlllliA I[1A 101703 1