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BP-05-618Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/16/2005 Applicant: ROSEMARY BRUTUS Owner: BRUTUS ROSEMARY JOB ADDRESS: 10401 NE 2 AVE Contractor ALL AMERICAN DOORS INC Local Phone: 305 - 885 -8088 Parcel # 1121360130550 Fees: Description Amount FEE2005 -6137 Building Fee $110.00 FEE2005 -6138 CCF $1.20 FEE2005 -6139 Training and Education Fee $0.40 FEE2005 -6140 Technology Fee $2.75 FEE2005 -6141 Scanning Fee $6.00 FEE2005 -6142 Submittal Fee ($50.00) Total Fees: $70.35 Total Fees: $70.35 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/25/2005 Construction Value: $1,200.00 Work: Signed: REPLACE GARAGE DOOR Legal Description: 36 52 41 31 52 42 MIAMI SHORES SEC 5 PB 10-47 LOT 14 & S29FT LOT 13 BLK (INSPECTOR) Building Permit Permit Number: BP2005 -618 Contractor's Address: 8155 NW 93 ST Page 1 of 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 'Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 'Bill To 1 None None Date Fee Name 08/08/2007 RENEWAL Friday, January 30, 2009 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -8 -07 -29422 Invoice Date: August 08, 2007 Permit Number: BP2005 -618 Bond Number: Comments: .............. Fee Type Calculated Total Fees Due: Fee Amount $110.00 $110.00 Payments Date Pay Type 01/30/2009 Check Check Number Amount Paid 12500 $110.00 Change $0.00 Total Paid: $110.00 Total Due: $0.00 I BUILDING PERMIT APPLICATION ' �c�' FBC 2001 M i ' Tenant/Lessee Name (Continued on opposite side) ermit Type (circle). uildin: Electrical Total Fee Now Due $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 2 000016 2-o Permit No. 73f05 �(a / q aster Permit No. � wner's Name (Fee Simple Titles older) f OS,mct i1) /D- Phone # fllwn Address l 0 !.11'1 /!NE r 2 t d CU / City_regapeni_datiu State R. Contractor's Company Name Contractor's Address City ' , State . Zip !j)) 4 A bing Mechanical Roofing Zip 331 OF' Phone # Job Address (where the work is being done) h 4' 01 Nl3- .i.1D AIX- City Miami Shores Village County Miami -Dade Zip 35130 Is Building Historically Designated YES NO * * * * * * * * **** *** * * ** * * * ** * ** *F ** ** * * * * ** * *** * * * * * * * * * ** * * * ** Submittal Fee $ Permit Fee $/� Notary $ Training/Education Fee $1 40 Scanning $ 49 ' Radon $ — Zoning Code Enforcement $ Structural Plan Review. $ Technology Fee $ 30s - 7S/- 57 F Phone # s Oa 5 eo Square Footage Of Work: 5 J Type of Work: ['Addition ['Alteration ❑NewRepair/Replace ❑ Demolition Describe Work: ��, � LASK/ Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit I O CCF $ / C2 0 CO , /CC , ,p Bond Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notic to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding. $2500, the applicant must pro ise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person w se property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site f the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the i spection will not be approved and a reinspection fee will be charged. The foregoing .r L day of who i. ' onally known to me or who has produced NOTARY PUBLIC: Sign: Print: Cho 12/15/03 wner or Agent aa�� ent»as acknRwledged before me thisd 20 a) by As" APPLICATION APPROVED BY: tifica ; . d who did take an oath. ij p ■ Yp� Raul P. 1 at ez Prints �` .. e � �'�'ua,,. �� - ommis . My Commissio ° maul P. Martinez My 9crrir `; ®iE)cpdpase�liov 26, 2007 Commission #DD263836 = Bonded Thru OF F� ***********4.*** _ j+pr s �t + crt6`* r�e * * * *�t * *** * * *a *a * *, * ** sere * * ** * *a,da0460, * *m iVZi4 v� #leer * *** * ** ** * * * ** * ** g s' Bonded Thru rrr,r (Certificate of Competency Holder) Atlantic Bonding Co., Inc. State Certificate or Registration No. Certificate of Competency No. **************************** * * * * * * * * * ** * * * * * * * * * * * * * * * * * *** The fore oing instrument was ac ovule ged before me 2000 by ift- 7g me or who has produced identification and who d take an oath NOTARY PUBLIC/ OPP Sign: day of .,, r ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -2l Contractor Plans Examiner Engineer Zoning BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMi -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MiAMi, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101702 -24, titled "Door Models: 83. 84A. 93, 94. H93 & H94", dated 11/18/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay I3uildingg Products, signed and sealed by M.W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This apprea,.' Notice of Acceptance. A Dade County appr rued 1 shall mail to t his rnanufacturerfp, 28000 psi or rrt ore' all be�rrse ADVERTISEIVI Ph expiration date mai f entirety. uires the manufacturer to do testing of all coils used to fabricate door panels under this 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a eletted and paid by the manufacturer. Every 3 months. four times a year, the manufacturer rested reports with confirmation that the specimen were selected from coils at the a/ pttarized statement from the manufacturer that only coils with yield strength of cfr ncls for Dade County under this Notice of Acceptance r preceded by thc words Ivliami -Dade County, Florida, and followed by the crtising literature. If any portion of the NOA is displayed. then it shall be done in its INSPECTION: A copy of thi en ' NOA shall be provided to thc user by the manufacturer or its distributors and shall be available for inspection at th j site at the request of the Building Official. This NOA renews NOA # 01- 0326.01 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Cant!' ont PE. NOA No 03- 0428.04 Expiration Date: August 21, 2008 Approval Date: June 5, 2003 Page 1 DOOR HEIGHT 'L" MiliMgraigneiMEMOMMII 113311•111mEMIIIIIIIMMMINICESI HEIGHT SECTIONS * loalimNSIParu11 r3L1ss 7'6' TO 8'9' INIZIONNINSVAIIITIMIIIWNWIIIMMINCNNI 9'0" 10 IQ'•' 6 10'9° TO 12 0' 7 NEVAIIIVIEINIMIIIVIIIIIIELMILTIMIMIIIIIM (f if?li iENI KEFINy IRMI IMM If3ESi 11111S'lill iM1T:To TIMID93161MAIMINII 34' Nliillen DOOR NUMBER OF HEIGHT SECTIONS * 6'0' TO 7'0" 4 7'6' TO 8'9' 5 9'0" 10 IQ'•' 6 10'9° TO 12 0' 7 MODELS • 84A, 93 94 H83. H94 END STILES ATTACHED TO DOOR SKIN MTh PATENTED TOG -L -LOC SYSTEM (TOP. BOTTOM. & CENTER) ONE INTERMEDIATE STILE 8EIWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) 1 1 LOCATION OF OPTIONAL VENTS ©MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH 9' 0' AWE—ELEVATION TABLE 1 • SECTION ARE EITHER 18' OR 21" HIGH "XI" 13 GA. CALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/18 %I -5/8' W000 tAG SCREW. TRACK CONFIGURATION 2" (ALA,. STEEL TRAGIC, TRACK THICKNESS: .050" --a•- A HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) TYPP. 2- 1/2,12 GA. GALV. STEEL TRACK BRACKET. n T BRACKETS PER SID (UP TO TO 6' 12'HHGH) UP TO 10' SEE ENO HINGE DETAIL SEE INTERNED. HINGE • DETAL 4 W TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8 MIN. ENGAGEMENT ( OF P ODOR) SIDES (SEE LOCK OPTIONS) '/. SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH 510E OF DOOR. INSIDE SLIDE BOIT I OCK OPTION - END STILES ATTACHED TO DOOR SKIN 4614 PATENTED / T00 -L -10C SYSTEM (TOP, BOTTOM, 0 CENTER) ONE INTERMEDIATE 511LE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) LOCATION OF OPTIONAL VENTS &MAXIMUM VENT OPENING: 60 IN MAX. DOOR WIDTH - 9' -0' IN51OF F) FVATION INTER. 501.E OUTSIDE HANDLE OUTSIDE KEYED LOCK i CCK BAR ( OCKINO 246 WOOD JAMB 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO W000 JAMB WITH ONE 5/18"x1 -5/8' W000 LAG SCREW PER BRACKET. 2' GALA,. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4'x5/8' BOLT & NUT TB TWO 1/4' RIVETS. 1 ENO STILE LOCK BAP GUIDE LOCK BAR ENGAGES IN TRACK ON EACH 510E OF 000R, JAMB CONFIGURATDD pRFPARAT(0N OF JAMBS BY OTHERS. 94 3A, — m A STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2' STEEL 6011.ER. N 81 A SUPPORTING ED REGI TEREDPROFESSIONAL ENGENGINEER FOR WINO ( L E OAD5 SHOWN ON T1415 DRAWING. INTER. STILE OUTSIDE KEYED HANDLE INSIDE HANDLE ouTS10E KFYFD I OCK 514AP ) ATCH I OCK OPTION TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8' MIN. ENGAGEMENT (OPPOSITE 510E5 (SEE LOCK OPTIONS) 14 CA. END HINGE 20 GA. MIN. GALA,. STEEL ENO STILE 20 0A. GALV. STEEL INTER. STILE SNAP LATCH ENGAGES Imm( 01. ONTO VERTICAL TRACK. Milton ONE SNAP LATCH ON EACH SIDE OF DOOR ENO STILE (4) 81445/8' SHEET METAL SCREWS (4) 1/4'.3/4' SELF TAPPING SCREWS 18 GA. GALA,. STEEL INTER. HINGE FASTENED TO CENTER STILE W /(4 EACH 8144/8" SHEET METAL SCREWS. 7/16' PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION 14 GA, GALV. STEEL END HINGE FASTENED TO END STILES W /(4) EACH 814,5 /8 "SHEET METAL SCREWS & (4) I/4'43/4 _ SELF TAPPING SCREWS. DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING Cl ®pay Building Products Company p; - „11• v-- P r"rww0.O the Flnrida 24 GA MIN. G -400 MIN. GALA,. STEEL (MIN. YIELD STRENGTH: 28 K61, DRAWING OUALITY) WTH PRIMER AND BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO 60111 SLOES OF STEEL 18 GA. INTFRMFOIATF HINGE • - ALL DOOR MODELS ARE RAISED PANEL EMBOSS CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON, 014 45040 (5(3) 770 -4800 111/ 417(11 F1EI /V • '?lilt• 4 200 11/18/96 on... n. MW6 cemo m — 2 THICK INSTALLER MODEL 93, 1493 RETAIL M00EL 53 94 1494 844 DESCRIPTION • 24 GA, STEEL SKIN. 18 GA. STEEL ENO STILES 2 G4. STEEL 5454. 18 GA. PAINTED STEEL ENO 515 FS THE 246 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD (5 TRANSFERRED 70 THE HORIZONTAL (10P) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 246 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL DE FILLED WITH CONCRETE AND REINFORCED WITH CONRNUOUS 95 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1/4', I -3/4' EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8' FROM 8017044 AND 16' 0.C., 9S WITH 3/8'x4' (1 -3/4' EMBED) RAWL LOK /BOLT ANCHOR STARTING AT 140 MORE THAN 8' FROM BOTTOM AND 24” 0.C. DESIGN LOADS: +42.0 P5F & - 48.0 PSF. PLOT I =42 gyps MIN. G —.. NOW 1-5011 MODELS 12 GA. GALA STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) 81445/8" SHEET METAL SCREWS. . - 14 GA. GALV. STEEL / END HINGE. EACH FASTENED TO END STILES W/(4) 91445/8" SHEET MEETTA. SCREWS & (4) 1/4" SELF TAPPING SCREWS. -2- 1/4'420 GA. GALA,. SIELL U -BAR. TWO U -BARS PER SECTION. EXCEPT 3R0 SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 KSI STEEL. EACH U -BAR ATTACHED W /(2) 1/4 "43/4' SELF TAPPING SCREW PER STILE. ‘'',- 13 GA. GALA,. STEEL 8017014 BRACKET. ATTACHED W /(2) 81445/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP MMAKMAMP 101702 -24 r M 1M,. 9 • (2'0"H 444 . 44 '.• DOOR MODELS: 83, 844, 93, 94. 1493, H94 3