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841 NE 98 StDate Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Owner's Address L A 6 16 S a in WWI 1 � .14 11011e Contracting Co. / 1/ 4/ 0 C ) o a-s Address 243 5 / v 1 v "/'S 5 /)v /iFfi Qualifier Lv< < - c - 7 SS# ( ltone US ( it V td' State # //1 C i Ty Municipal # Competency # Ins. Co. Architect/Engineer / Address Bonding Company Address Mortgagor Address Permit Type (circle onen: BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION AGGAZ r tvb 'Q/ Z Do&w)3 Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE D V — .1 - ob Address .1. / 1 �J ax Folio / /3go G © 14 G G 1,4.) C Square Ft. 62 CZ) s/F 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 fore_oing information is accurate and that all work will be construction and zoning. Furthermore, I au ' •rize'the above -named contractor to do the work stat d. N..: as to Own e{, trdlp Co, o Presiddht, ort nez Date My Commission 4Ip•.l s . MY COMMISSION CC 83200 EXPIRES November 26. 2003 BONG:D Th= T!:{ ! otary as to Contractor o My Commission Expire FEES: PERMIT b 0 RADON C.C.F. 1,T NOTARY APPROVED: ‘. e: / / 4 .- - 2,.ej/ Electrical Building Master Permit # n Estimated Cost (value) �aDa , /le e in compliance with all applicable laws regulating I e," • . uilder Raul P. Marti e Date t MY COMMISSION CC88200 EXPIRES November 26, 2003 4` BONDED Th4U TPGY F ?iN I SU'ANCP, INC BOND TOTAL DUE vL Date Plumbing Structural Engineer The design windloads for the garage door opening(s), 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. Address: De Leon, Catherine 841 NE 98 St. Miami Shores, Fl 33138 Garage Door Opening Size(s): 9' -0 "x 7' -0" (2 Doors Requested) Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 38'- 0" Measurement of Nearest Garage Door Opening to Building Corner: 1' -0" Positive Design Load: 39.9 psf Negative Design Load: 45.1 psf Clopay Model: 84A / Approval No: 00- 0320.05 Clopay Model: HDG Approval No: 00- 0329.12 The design Loads shown above are based upon the measurements listed above. The related calculations do not address the jambs or supporting structural adequacy. The Building Official is the final determiner of the suitability of the garage door connections for the particular building or home at the designated location. Gary Pfuehler, P. E. 5665 Green Oak Ct. Fairfield, Ohio 45014 Florida P. E. License # 49850 ph: 513- 858 -1490 cc" a4d4aciaic&- fruif h ahiit5v ASCE 7 —88 Garage Door Windlload Design Pressures January 4, 2002 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Building Products Co. 312 Walnut St., Suite 1600 Cincinnati OH 45202 The expense of such testing will be incurred by the manufacturer. Acceptance No.: 00-0320.05 Expires:08 /21/2003 Approved: 04/28/2000 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 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 Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 24 Ga. Sectional Door 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 a jobsite 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the 13CCO 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 3 vliami -Dade County Building Code Compliance Office Internet mail address: postmaster @buildingcodeonline.com d ffumepuge: http://wNksv.builitingrodeonline.com Clopav Building Products Companv. ACCEPTANCE No. APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 00- 0320.05 APR 2 8 2000 2 1 7Q ll • 1. SCOPE This approves -a sectional steel garage door 9' -0" 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. 2. PRODUCT DESCRIPTION The Holmes Sectional Garage Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 101702 -24, with last revision on 07/08/97, titled "Door Models 83, S-IA, 93 & 94 "- prepared by Clopay Building Products Co., drawn on 11/18/96, 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 28,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The sectional steel garage door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a hurricane protection system. 4.3 Units with dimensions equal to or smaller than those shown in the approved drawing shall qualify under this approval. 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 Clorav Building Products Company. 7. ACCEPTANCE No. APPROVED. EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS . 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 filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the \words 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 tinge. The engineer needs not reseal the copies. 8. 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 pages I, 2 and this last. page 3. END OF THIS ACCEPTANCE 00- 0320.05 APR 2 8 Z000 2 1 .663 Cand do Font. Sr. Product Control Examiner Product Control Division 3 of 3 INSTALLER MODEL RETAIL MODEL DESCRIPTION " 110111111m11alillelli 6 -6 93 83 24 C.A. STEEL SKIN; 18 GA. STEEL END ST1'.ES • 4 : 4A 4 T KIN. 18_GA, PAINTED STEEL N' TI DOOR BRACKET PLACEMENTS HEIGHT " 110111111m11alillelli 6 -6 EINIEMINIVIIIMIIIIIIIMI EIIMMINIINIEFAIIIIINIIIIIMIIIIMMI 8 -0 mi®d 10 34 E MOI ELS 83, 84A, 93, 94 END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP. BOTTOM. & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) 0 n cc ,0 $ UZ lJ Q W 0 u, IY .0 L "X4" LOCATION OF OPTIONAL VENTS AmAximUm VENT OPENING: 60 IN' MAX. DOOR WIDTH - 9' 0" INSIDE Fl FVATIDN . TRACK CONFIGURATION 2" GALV. STEEL TRACK. TRACK THICKNESS: .060" x2 JYSLIE_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. EACH FASTENED TO WOOD JAMB WITH (3) 5/16 "x1 -5/8" WOOD LAG SCREW.. A NOTE 1 DOORS 6 HIGH CONSIST OF 4 SECTIONS; 2 OF 21" & (2) OF 18 ". DOORS 7'0" HIGH CONSIST OF 4 SECTIONS; 4 OF 21". DOORS 7'6" HIGH CONSIST OF 5 SECTIONS; 5 OF 18'. DOORS 8 HIGH CONSIST OF 5 SECTIONS; 2 OF 21" & (3) OF 18 ". HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) TYP. 2- 1/2"x12 GA. GALV. STEEL TRACK BRACKET. SEE END HINGE DETAIL. SEE INTERUED. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8" MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) 2x6 WOOD JAMB SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDF SI IDE BOLI IOCK OPTION - ALL DOOR MODELS ARE RAISED PANEL EMBOSS 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO W000 JAMB WITH ONE 5/16 "x1 -5/8" WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 "x5/8" BOLT & NUT Qg TWO 1/4" RNETS. • JAMB CONFIGURATION PRFPARATION OF JAMBS BY OTHERS END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOC -L -LOC SYSTEM (TOP. BOTTOM; & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHE(• WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) LOCATION OF OPTIONAL VENTS 1 A 6,MAXIUUM VENT OPENING: 60 IN' MAX. DOOR WIDTH 9 -0" INSIDE ELEVATION OUTSIDE HANDLE INTER. —, STILE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2" STEEL ROLLER. - A OUTSIDE KFY(D LOCK IOCK RAR LOCKING 20 GA. MIN. GALV. STEEL END STILE 20 GA GALV. STEE INTER. STILE END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8" MIN. ENGAGEMENT ( OFPDOOR) SIDES (SEE LOCK OPTIONS) 18 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W /(4) EACH 114x5/8" SHEET METAL SCREWS. \- 7/16" PUSHNUT II:3TALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION. 14 GA_ GALV. STEEL END HINGE FASTENED TO END S1I.ES w /(4) EACH #14x5/8" SHEET UET /L SCREWS & ( 1 /4"x3/4' SELF TAPPNG SCREWS. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INSIDE HANDLE OUTSIDE KEYED I OCK SNAP LATCH LOCK OPTION 14 GA. END HINGF Cialszy Building Products Company END STILE 24 GA. MIN. G -60 GALV. STEEL (MIN. YIELD STRENGTH: 28 KSI, DRAWING QUALITY) 1 PRIMER AND BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL. (4) #14x5/8" SHEET METAL SCREWS (4) 1/4 "x3/4 SELF TAPPING SCREWS 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 REOUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2x6 W000 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 "xl -3/4" EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM AND 16" 0.C., 913 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: MARK W. WESTERFIELD FLORIDA REG STRATTON No. 48495 MECHANICAL ENGINEERING 18 GA. INTERMEDIATE HINGE CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI. OHIO 45202 (513) 381 - 4800 7-8-97 ADDED MAXIMUM VENT OPENING i a— n• MWW CK OS 0 IF I -- 2" THICK -LOT 1-42 1 SECTION A -A 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED w /(4) #14x5/8" SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL ENO HINGE. EACH FASTENED TO ENO STILES W /(4) ®1416/8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. 2 -1/4 "x20 GA. GALV. STEEL U - BAR. TWO U - BARS PER SECTION, EXCEPT 3RD SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 KSI STEEL. EACH U -BAR ATTACHED W /(2) 1/4 "x3/4' SELF TAPPING SCREW PER STILE. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. APFROVED AS COMPLYING WITH THE SOUTH FLORIDA : UILDING CODE DATE_ Lt... �s,.= BY 00 RODUCT Cu L DIMS ON BUILDING CODE COMPLIANCE OFFICE 4CCEPT/NCE NO 00 - 0 3 2 0. O,. DESIGN LOADS: +42.0 PSF & - 48.0 PSF. TEST LOADS: +63.0 PSF & -72.0 PSF. 1 C1"01p X.* 7 i[ [Caw 7 to 000R MODELS: 83. 84A. 93. 94 0*V7w nuc 101702 -24 1 74 W MI. 1 9 x 8 1 ill i l l l i I I I I 1 III 11111 11111 1111 111 I c 1 I ili ill il, I � � f It- . - ■ -. -■ !III 11111 11111 1111 2 + a IIi 11111 11111 111 ■ 1 _ T ■ ■I MOI ELS 83, 84A, 93, 94 END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP. BOTTOM. & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) 0 n cc ,0 $ UZ lJ Q W 0 u, IY .0 L "X4" LOCATION OF OPTIONAL VENTS AmAximUm VENT OPENING: 60 IN' MAX. DOOR WIDTH - 9' 0" INSIDE Fl FVATIDN . TRACK CONFIGURATION 2" GALV. STEEL TRACK. TRACK THICKNESS: .060" x2 JYSLIE_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. EACH FASTENED TO WOOD JAMB WITH (3) 5/16 "x1 -5/8" WOOD LAG SCREW.. A NOTE 1 DOORS 6 HIGH CONSIST OF 4 SECTIONS; 2 OF 21" & (2) OF 18 ". DOORS 7'0" HIGH CONSIST OF 4 SECTIONS; 4 OF 21". DOORS 7'6" HIGH CONSIST OF 5 SECTIONS; 5 OF 18'. DOORS 8 HIGH CONSIST OF 5 SECTIONS; 2 OF 21" & (3) OF 18 ". HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) TYP. 2- 1/2"x12 GA. GALV. STEEL TRACK BRACKET. SEE END HINGE DETAIL. SEE INTERUED. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8" MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) 2x6 WOOD JAMB SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDF SI IDE BOLI IOCK OPTION - ALL DOOR MODELS ARE RAISED PANEL EMBOSS 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO W000 JAMB WITH ONE 5/16 "x1 -5/8" WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 "x5/8" BOLT & NUT Qg TWO 1/4" RNETS. • JAMB CONFIGURATION PRFPARATION OF JAMBS BY OTHERS END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOC -L -LOC SYSTEM (TOP. BOTTOM; & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHE(• WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) LOCATION OF OPTIONAL VENTS 1 A 6,MAXIUUM VENT OPENING: 60 IN' MAX. DOOR WIDTH 9 -0" INSIDE ELEVATION OUTSIDE HANDLE INTER. —, STILE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2" STEEL ROLLER. - A OUTSIDE KFY(D LOCK IOCK RAR LOCKING 20 GA. MIN. GALV. STEEL END STILE 20 GA GALV. STEE INTER. STILE END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8" MIN. ENGAGEMENT ( OFPDOOR) SIDES (SEE LOCK OPTIONS) 18 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W /(4) EACH 114x5/8" SHEET METAL SCREWS. \- 7/16" PUSHNUT II:3TALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION. 14 GA_ GALV. STEEL END HINGE FASTENED TO END S1I.ES w /(4) EACH #14x5/8" SHEET UET /L SCREWS & ( 1 /4"x3/4' SELF TAPPNG SCREWS. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INSIDE HANDLE OUTSIDE KEYED I OCK SNAP LATCH LOCK OPTION 14 GA. END HINGF Cialszy Building Products Company END STILE 24 GA. MIN. G -60 GALV. STEEL (MIN. YIELD STRENGTH: 28 KSI, DRAWING QUALITY) 1 PRIMER AND BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL. (4) #14x5/8" SHEET METAL SCREWS (4) 1/4 "x3/4 SELF TAPPING SCREWS 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 REOUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2x6 W000 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 "xl -3/4" EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM AND 16" 0.C., 913 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: MARK W. WESTERFIELD FLORIDA REG STRATTON No. 48495 MECHANICAL ENGINEERING 18 GA. INTERMEDIATE HINGE CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI. OHIO 45202 (513) 381 - 4800 7-8-97 ADDED MAXIMUM VENT OPENING i a— n• MWW CK OS 0 IF I -- 2" THICK -LOT 1-42 1 SECTION A -A 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED w /(4) #14x5/8" SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL ENO HINGE. EACH FASTENED TO ENO STILES W /(4) ®1416/8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. 2 -1/4 "x20 GA. GALV. STEEL U - BAR. TWO U - BARS PER SECTION, EXCEPT 3RD SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 KSI STEEL. EACH U -BAR ATTACHED W /(2) 1/4 "x3/4' SELF TAPPING SCREW PER STILE. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. APFROVED AS COMPLYING WITH THE SOUTH FLORIDA : UILDING CODE DATE_ Lt... �s,.= BY 00 RODUCT Cu L DIMS ON BUILDING CODE COMPLIANCE OFFICE 4CCEPT/NCE NO 00 - 0 3 2 0. O,. DESIGN LOADS: +42.0 PSF & - 48.0 PSF. TEST LOADS: +63.0 PSF & -72.0 PSF. 1 C1"01p X.* 7 i[ [Caw 7 to 000R MODELS: 83. 84A. 93. 94 0*V7w nuc 101702 -24 1 74 W MI. 1 9 x 8 1 Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 1/15/2002 Applicant: CATHERINE Owner: DELEON Contractor Local Phone: Parcel # 1132060142490 Job Address: 841 NE 98 ST Fees: FEE2002 -291 FEE2002 -292 Permit Status: Approved Work: REPLACING TWO GARAGE DOORS Description Amount Building Permit Application Fee60.00 CCF $1.80 Total Fees: $61.80 Permit Expiration: 7/14/2002 Building Permit Permit Number: BP2002 -96 DELEON CATHERINE ALL AMERICAN DOORS INC Address: 8155 NW 93 ST Cellular: Legal Description: 5 -6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOTS 16 & 17 BLK 72 LOT SIZE Construction Value: $2,050.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be n o inspections_ fee is $50.00, which must be paid in advance before calling for anothar i••�� ----- - °' ° —" This Permit is granted to the contt • ordinances pertaining thereto and wi and approved by the proper municipi authorization. A further condition up( ordinances and regulations pertaininc by his agents, servants or employee: Signed: In consideration of the issuance to r with the plans, drawings, statements < A myself, my agent, servants or employ( ° Signed: r-z1] h dr o ,r 111 r1 n�.;�, r , rr • rf y rr a d PAY TO THE ORDER OF FOR ALL AMERICAN DOORS INC SPECIAL ACCOUNT 8155 NW 93 STREET MIAMI, FL 33166 sec Fa for detail• DATE -- / M/4/2/ ho/z s B OCEAN BANK 790 WEST 49TH STREET HI ALE AH. FLORIDA 33012 3 u' 003E1 LL11' 1:0660LL3921: 0 30 3 2 7606 Ittn+a ITr• i-1 uTmoiWr v .C�u,.�+ 1 vnaL�. - - Page 1 of 1 Total Fees: $61.80 Total Receipts: $0.00 t1 _ -- 05 3811 63- 1139/660 $ 6/ 03 DOLLARS 8 ^- --°