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WS-12-1431Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176496 Permit Number: WS -7 -12 -1431 Scheduled Inspection Date: August 13, 2012 Inspector: Bruhn, Norman Owner: Job Address: 166 NW 98 Street Miami Shores, FL Project: <NONE> Contractor: JB GARAGE DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1131010260040 Phone: (305)751 -3642 Building Department Comments CHANGE GARAGE DOOR TO A RAISED PANEL SECTIONAL GARAGE DOOR WITH WIND LOAD OF 50.0 PSF-60 PSF Passed Q,07:1 Failed Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 10, 2012 For Inspections please call: (305)762 -4949 Page 26 of 48 . I2.. P-,,t' ci)e ,r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: `..BUILDING JOB ADDRESS: F\W cl 8 -. -RkCEIVED AUL -2 7 2012 BY. Xi FBC20IO Permit No. 'l►sj S r �2^ H 31 Master Permit No. ROOFING City: Miami Shores County: Miami Dade Folio/Parcel #: t(_31 0t -O -- coo-q.p Zip: 2t 'S �a Is the Building Historically Designated: Yes NO � Flood Zone: OWNER: Name (Fee Simple Titleholder): 8 t-40 1 d k i #�- 30� ICI' 3 Address: 3C1 0 ® IV�ry �' �J City: t 'Th m State: Tenant/Lessee Name: Phone #: Email: Zip: 3 1 CONTRACTOR: Company Name: J f OOt S'i 1 n4Fhone #: 2®5 '" `D--ra Address: 1 a 1 Ct 5 q� City: State: 1°— L. , Zip: 3 3 ®18 Qualifier Name: J oS � F"1 f t=om �,.-- Phone #: 30 5 -- la".a - -712)-7 p State Certification or Registration #: 000 01 Qc1 (o to 2 Certificate of Competency #: Contact Phone #:3 p5_ 519- 5 I ... Email Address: j O C DJ 139 Cl r-o g cI o 0 r s ,_ e Oe - DESIGNER: Architect/Engineer: A 1 Fa r LA t< ..0 . Phone #: 901,-99C c A OO'-. er Value of Work for this Permit: $ j ■ O CJ c- Square/Linear Footage of Work: W - 8 / D. H' - ` 1 / 9 Type of Work: ❑Addition ❑Alteration ❑New LhlRepair ,' eplac ❑Demolition Description of Work: C . - 3 ( - 1 0 Cie-C) 4 • O <D - +C) i .i-C Ck o 1 9 o r e- cl o o,- ij -,r'1 1 Oo d © .s-o. ® pJ F -- 0, ® 'cur' Color thru tile: * * * * ** * ** *** * * * * ***** *mix *** * **** * **** * ** Fees************* * ** ** * ******** ** ** **** ****** * ** Submittal Fee $ 5X O t7 Permit Fee $ /t° CCF $ CO /CC $ Pi“) Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 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, BOITF,RS, 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab;- of such posted notice, the inspection will not be appro \'d and a re', .., ction fee will be charged. Signature ,16A Signatur caner or :entq,, The foregoing in ment was acknowledged before me this C 1 The forego Contractor trument was acknowledged before me this day of , 20 .A, by YY' i CAnC e ( ( (y1of , 20 _, by who i , Bona y kno to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification mid who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exp APPROVED BY P • , @ RONNI A BLANK y `` :�T MY COMMISSION # EE000573 ,, ***W4gailliWpSiAikatabot4:4420114** (407) 388-0 FlohdallotaryService.com Plans Examiner Zoning Structural Review Clerk (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 07/17/2012 08:54 3053629272 County : Wind Speed : Risk Category : Exposure Category 1. Client 2. Project Name: 3. Project Address: 4. Building height: 1. THE HURRICANE MASTER PAGE 01/01 ALFARooQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS & CL DDING WIND STANDARD: ASCE 7 -10 FBC 2010 EDITION GARAGE DOORS ONLY BoArgal Miami Dade 175 MPH n C GAM,i' e bares 134 Rafif(a /06rac 4' 166 AJe 5 4Afr-S4o2e f`L CITTY r STATE f {p (See Figure] above) (Residential Pro'ects Only) 79 o 8/z x MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. ET. FOR BULTDINC WITH ROOF SLOPE >10 DEGREE DOOR WIDTH 19 39.9 52.1 39.3 20 40.4 52.7 39.7 40.8 53.3 40.2 41.3 53.8 40.6 41.7 54.4 41.0 42.2 55.0 41.5 42.6 55.6 41.9 48.5 49.1 49.7 50.2 50.8 51.4 51.9 52.5 53.1 53.7 54.2 12Fr. 16 FT. P9F(+) PSP(.LPSF( +) PSF( -) 36.0 45.5 34.5 42.5 36.4 46.1 36.9 46.6 37.3 47.1 37.7 47.7 38.1 48.2 34.9 35.3 35.7 36.1 43.0 43.5 44.0 44.5 FOR BULIDING WITH ROOF SLOPE 410 DEGREE DOOR WIDTH 18 FT. 8 FT. 9 FT, 12 FT. PSF( PS%(•) PSF( +) PSF( -) PSF( +) JSF( -) PSF(+) PSFO 33.9 41.3 34.9 45.4 34.4 44.3 33.0 41.6 34.3 41,8 35.3 45,9 34.8 44.8 33.4 42.1 34,7 42.3 35.8 46.5 35.2 45.3 33.8 42.6 35.1 42.8 35.6 45.8 34.2 43.0 47.5 36.0 46.4 _34,6 43.5 4$.1 36.4 46.9 35.0 44.0 36.3 44.2 37.4 48.6 36 .88 47,4.35.4 44,5 36.7 44.7 37.$ 49.1 37.2 47.9 35.7 45.0 3'7,1 45.2 38.2 49.7 37.6 48.5 36.1 45.5 38.6 50.2 38.0 49.0 36.5 46.0 39.0 50.7 38.4 49.5 36.9 46.5 36.5 45.0 38.6 48.7 37.0 45.5 39.0 49.3 37.4 46.0 39.4 49.8 37.8 46.5 39.8 50.3 38,2 47.0 40.3 so...t 1841 47.5 35.5 43.2 35.9 43.7 36,2 36.6 7.0 47.0 37,5 45.7 37.9 46.2 Notes :- - h = Lave height, for roof slope < 10 degree. - Table above shows maximum design load,fbr shown building height in end zone. For any other conditions /zones. design loads to be evaluated on project basis Disclaimer - This document is not valid without the embnx•.sed seal of an engineer Employed by 41- Farooq Corporation - No portion of this document wry he used or reproduced in any manner. (except, however, for that portion of ASCE 7 -10 setlorih herein), 16 FT. 18 FT. PSF(•) PSF( -) PSF( +) PSF(. 31.7 38.9 37.8 32.0 39.3 31.5 38.2 32.4 39.8 31.9 38.7 32.8 40.3 32.2 39.1 33.2 40.7 32.6 39.6 33.5 41.2 33.0 40.0 33.9 41.6 33.3 40.4 34.3 42.1 33.7 40.9 34.7 42.5 34.1 41.3 35.0 35.4 43.0 43.5 34.4 41,8 34.8 42.2 JUL 172 JAVAD AHMA.D, P.E. FL# 70592 t B CAN # 3538 1235 SW 87th Avenue Miami, FL 331741T: 305.264.8100 I F: 305.262.6978 wwR,Afee11g.eom alfaronq(g?afreng.com 12 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 9'- 4" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01 -09, titled "Sectional Garage Door", dated 02/01/2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11- 0119.21 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamldade.govlpera/ ©!Z NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -09, titled "Sectional Garage Door ", dated 02/01/2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5,.prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, F.E. B. TESTS "Submitted under NOA # 09-0128.04" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09 -0128 04" 2. Test report of Tensile Test per ASTM E 8, Report No HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03- 0210.04" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G -40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 09- 0128.04" 1. Anchor verification calculations prepared by AI- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) j w zf1 7,10- dos Utrera, P.E. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E -1 DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on 11/29/2012. . Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring on 08/27/2008. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on 01/11/2012. "Submitted under NOA # 05-0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -A002, dated 09/27/2004, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 7. Test Report on Self-Ignition Temperature Test, Rate of Burn. Test and Smoke Density Test of "REHAU non -foam PVC extrusion material ", prepared by ETC Laboratories, Report No. 04 -761- 15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by Al -Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E -2 DOOR HEIGHT CONSISTS OF 6'-6° 2 SECTIONS 18" 2 SECTIONS 21" 6' -9° 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" - 7'-3° - - 7' -6° 5 SECTIONS 18" - 7 -9° 4 SECTIONS .18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8' -3" 2 SECTIONS 18" 3 SECTIONS 21" I-- . 8 s 4 -6" 1 SECTION 18" 4 SECTIONS 21" 8. -6, 5 SECTIONS 21" - 9' O SECTIONS 18" - 9' -3" 5 SEC:.,`1NS 18° 1 SECTION 21" I 9' -6° 4 SECTIONS .� ° 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 5L T ONS 21" 10' 2 SECTIONS 18" 4 SECTIONS '1" 10' --3" 1 SECTION 18" 5 SECTIONS 21" 10' -6" 6 SECTIONS 21" - 1O'-9° 8 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' -3° 4 SECTIONS 18" 3 SECTIONS 21" 11' -6" 3 SECTIONS 18" 4 SECTIONS 21" 11' -9° 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18° 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" - 12'-6° 6 SECTIONS 18" 2 SECTIONS 21" 12' -9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18° 4 SECTIONS 21" 13' -3" 3 SECTIONS 18" 5 SECTIONS 21" 13` -6" 2 SECTIONS 18" 6 SECTIONS 21" 13' -9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" 14' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9" 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS. 18" 6 SECTIONS 21" 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -6° 1 SECTION 18" 8 SECTIONS 21" 15' -3° 9 SECTIONS 21" - 18' 6 SECTIONS 18" 4 SECTIONS 21° 7-1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE w/ (6) # 14 X 5/8" SMS .071" X 7 -1/2" GALV. STEEL W CENTER 4) #14 X 1/2" SMS LOCK 2/ DOOR 1" W X .15" THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 1/2" S.M.S. 8" MIN. LOCK ENGAGEMENT CONFORMS TO C 1012 REGARDING GARAGE DOORS TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILE OPTIONAL DOOR VIEWER TO BE INSTALLED ! ._ CENTER STILE E GPRESSEE SABL & N O - RSSSLEEV W/ MIN. 5 TO 1 SAFETY FACTOR ° 3" " 6 STEEL PLATE WITH (2) #14 X 5/8° SMS CENTER STILE OUTSIDE HANDLE l�l L1 BRACKET STD. LIFT DOOR END STILE BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3-1/8" X .010" STEEL PLATE wMTI (4) #14 X 3/4" SDS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE C OPTIONAL VENT (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH COLONIAL DESIGN 9' -4" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR r a -?® w3- - 1c-C31 El ami Shores Village APPROVED BY DATE ZONING DEPT SUBJECT 10 CIAIPI.IANCE W111-1 ALL FEDERAL STATE AENR#alcag1D REGULATIONS 1. THIS PRODUC BEEN` 5 . .1, • .. • , ,;• r = THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4, ANCHORING OR WADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' —O" HIGH DESIGN PRESSURE RATING = + 50.0 PSF 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT Enl}r. ,LAW D AD • .4 OM: .PE 70592 . N. 538 . PSODUCE IREVISIED complying es the Merida AccePttece Nn 2)-0/0 o I. N d 0 w 0 00 co M .< ui oo m O O - CD gi Z .- yQ N2 to O 0 0 o. .0 0 W �u 8 • 0 drawing no. 01 -09 (sheet 1 of 5 ) 1 r A -P CEIV JUL yam, 2- w$ �i zol ca MBA 0111114 i • a g 1 ?t1 UM 1 L, v �`;i — ___ -- E GPRESSEE SABL & N O - RSSSLEEV W/ MIN. 5 TO 1 SAFETY FACTOR ° 3" " 6 STEEL PLATE WITH (2) #14 X 5/8° SMS CENTER STILE OUTSIDE HANDLE l�l L1 BRACKET STD. LIFT DOOR END STILE BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3-1/8" X .010" STEEL PLATE wMTI (4) #14 X 3/4" SDS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE C OPTIONAL VENT (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH COLONIAL DESIGN 9' -4" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR r a -?® w3- - 1c-C31 El ami Shores Village APPROVED BY DATE ZONING DEPT SUBJECT 10 CIAIPI.IANCE W111-1 ALL FEDERAL STATE AENR#alcag1D REGULATIONS 1. THIS PRODUC BEEN` 5 . .1, • .. • , ,;• r = THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4, ANCHORING OR WADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' —O" HIGH DESIGN PRESSURE RATING = + 50.0 PSF 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT Enl}r. ,LAW D AD • .4 OM: .PE 70592 . N. 538 . PSODUCE IREVISIED complying es the Merida AccePttece Nn 2)-0/0 o I. N d 0 w 0 00 co M .< ui oo m O O - CD gi Z .- yQ N2 to O 0 0 o. .0 0 W �u 8 • 0 drawing no. 01 -09 (sheet 1 of 5 ) FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW (FULLY THREADED) ONE PER BRACKET OPTIONAL INSTALL MOULDING SOLID BRASS DOOR VIEWER BY 'SCHIAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL #14 X 5/8" SMS 6 PER HINGE 1/2" X 1 -3/4" X .059" FORMED STEEL r GLUED TO PANEL AND SECURED TO I END STILE WITH 3/16" POP RIVETS < 12" O.C. 3/4" X 2" X 2 -1/2" X 18 GA. STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE 1 -7/8" X 2 -5/8" X .045" STEEL - CENTER STILE, GLUED AND RIVETED Tu PANEL W/ (4) 3/16" RIVETS #14HX / 8" S.M.S. 4/ POP RIVETS EDGE DISTANCE 24 GA. STEEL PANEL 3/16" ALUM RIVETS FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES ' 4" O.C. END STILE ANCHORS; A) 3/8" DIA. POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONCRETE 1 -7/8" MIN. EDGE DISTANCE B) 3/8" DIA. HLC $LEEyE BY 'HILT!' 1 -1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE fa = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. " ,- aj1- 3/16�- ° Ir • 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS —� SEE SHEET 3 FOR SPACING ANCHOR TYPE A OR 8 (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 4i 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 7 -1/2" X .050" GALV. STEEL CENTER HINGE SECTION B —@ INTERIOR SIDE 7-1/2" X 3" X .07 END ROLLER HINGE 1.82" DIA. X .50" NYLON /STEEL ROLLERS W/ .44 DIA. X 4 -1/4" STEM 1/4-20 SS BOLT & NUT CIVIL FLA. 'PE 70592 • C.A.N. 3538 PkODUCF REVISED •oofaPtytnB wilhtlt. "mica PoildhtsCode !, OL odes Ponta V' z m 0 $ 0 • 2 C► o o M cr.• a a m 01>08 0.<d O .30 it c SECTIONAL GARAGE DOOR O rn 0 0 0 v 1 8 8 A I n 0 O (o m C 0 m U C W KS C drawing no. 01 -09 (sheet 2 of 5 rur KIYt i 5 2 -3/4" X 5-1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET M. C /REWS1 & NUTS. HEX HEAD N O OD HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXAEEDING 8 FT. IN HEIGHT II A"-� '� $ �: HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" A .1� 2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATE S WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRA CK � WITH (4) 1/4-20 SS. BOLT & NUT 2" X 5 -1/2" X .104" GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB N I 0 00 0 I1t d a. SECTION A 1k 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4" STEM OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS LLC' EPS— EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07- 1107.08 OR ISO -25 POLY— ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07- 0301.10 OR " f '1NSULFOAM LLC' DE NSI — 0.92 PCF I N.O.A. #07 -1U 1,17 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY 0-40 MIN. YIELD STRENGTH = 34 KS! WITH PRIMER AND BAKED —ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM W/ (4) #14X /8FA D SMS BOTTOM. SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. @ 48" O.C. AND RUBBER WEATHERSTRIPPING C 14 GA. GALV. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" O.C. REST AT 9" 0.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4 -20 X 5/8" BOLT & NUT VERTICAL TRACK 2 -1/8" X 1" X .080" SECTION A —A DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 136 B7 B8 6'--0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" — 6' -8" 21' 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" — 7' -0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" — 7' -8" 18" 18" 18" 18" 18" 1" " 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 8' —O" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" *— SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ) 1/4" BOLTS & NUTS. TRACK CONFIGURATION VERTICAL. LIFT HIGH LIFE STANDARD LIFT LOW bEADROOM DOUBLE TRACK AV ILAi. RA K..9PTI NS • nor JAVA AHD CIVIL FLA. PE # 70592 C.A.N. 3538 �1• itt PRODUCT REVISED toe Ipoa lyin, with the Pkwide RIM* Cede Ample= No l?r' trepiretioe #71(4//k.2 ik„ f r+ 0"11" ` 0 6, u SECTIONAL GARAGE DOOR rn 0 6 0 U a3 z 6 d7' 8 A z 0 V O 1 Li W W I , drawing no. 01-09 (sheet 3 of 5 (sheet 4 of 5 J WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY Or THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. SIttL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 9n" O.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED 16" O.C. INN .7.' PSI CONCRETE. WITH 1 -3/4" MIN. EMBED 2 -1/2" MIN. EDGE DIS:i'`ICE 1/4" TAPPER BY 'POWERS' WITH Sr:Z!'IG OF 14" O.C. INTO BLOCK WALL, WITH 1 -1/2" 1'.!'N. 16" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/ 4" :.41.11t1 EMBED 3" MIN. EDGE DISTANCE 3/6" CONFLEX BY 'ELCO' OR 3/8" LDT BY 'I1W' WITH SPACING OF 24" O.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 2" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 17" O.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EWA 4" F.4111,. EDGE DIST. 18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED A 2 -1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. A R 5/16" X 1 -5/8" LAG SCREWS AT 12" O.C. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS WITH WASHER & NUT AT 12" Q.C. MAX. 1 -1/2" 1 -1/4" X 2 -1/2" X 14 GA CONY. STEEL ANGLE ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1 -1/4" 8" 1 -5/8" 4" 3/8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1 -1/4" 8" 3/8" DYNABOLT BY 'ITW CONC. 1 -1/2" 8" 2" 3/8" DYNABOLT BY 'ITW' FILLED BLOCK 1 -1/2" 8" 3 -3/4" 3/8" POWER -BOLT BY 'POWERS' CONC. 2" 8" 1 -7/8" 1 -7/8" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1 -1 /2"r 8" CONCRETE f'C = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. EDGE DIST. 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12" O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNO. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 2 -1 /8 "X 1 "X 14 GA. GALV. STEEL TRACK FASTENED //TO TRACK PLATES SLOTT2ED 1MS. &X LOCK TRUSS HD. ALTERNATE TRACK INSTALLATION gP: JAY�4l?,AH D • 'OW . FIA. PE 70592 '. 5,3.8 PRODUCT RIMMED as an y $with the Heidi Building No y3:�irl ©j4 [it46U] 0 8 O { SECTIONAL GARAGE DOOR O .5 t 0 a d •0 U) z P S 0 a th zz 0 O • m 6 1 d U 0 W IL 0 I t agi ..i5' drawing no. 01 -09 DOOR PANEL 7-24 GA. (.024) STEEL MIN. ce 0 O 7/16" DIA WASHER (LC i i i #8 X 3/4" SMS O 3/8" FROM ENDS AND 7" O.C. MAX. (4) #8 X 3/4" SMS O 1 -3/8" FROM ENDS AND 8 -1/2" O.C. MAX. !!1i .175 X .062 DEEP GROOVE I!I• lilt I!i! itii • •I:I t I!I! -I•I i 1 j :i Ilil 1 :f: 1 iI• f It i !!I I ;I I Mtti ,11{,1 tt Ct'a II h.'l li(i(Itttt�st! ,IF J ii! 1 I I I �tutrn t3A�ray #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. 175 X .062 6EEP GROOVE (4) 11.Z, V 3/4" SMS 0 1 -3/8" FRU,v, Ea4S AND 6-1/2" O.C. MAX. 7/18" DIA WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS ty, a" FROM ENI AND 4 -1/2" O.C. MAX. DOOR PANEL 24 GA. (.024) STEEL MIN.- r O w pz la 0 * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 0 0 21 3/4" MAX. WDW. WIDTH 18 1/8" MAX. D.L.O. 1.765 1.144 .176 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR_ FRAME RIGID PVC ONE PIECE INJECTION Iv• J.Y(►'YYJf. so f. l'lC1y 6,.fiMZ.Yl9Ifla.. I L11011.1,11,11.11,RloGNAM . 1,WWW., .1.11/A10.1.4. 4 , J - -J Xcet11■11.1vJ[ilJINVA _rain_ ,= INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP GROOVE } 15/16" MIN. GLAZ14G BITE -. WINDOW WIDTH EXTERIOR D.L. OPG. —Inge WAD. AHMAD , CML FLA. PE 70592 .CAN., I. lonucti *EVIS1 D as complylas with the Florida Onfiding Cads AcittoPtones No -0 /!D 6 r, SECTIONAL GARAGE DOOR 4.0 at g 0 g C) F a Ixa U. 0 p• aa© mQ d ata _ <612R c t /Q 1r (0 0 tz 0 a 1 2 0 G A w 0 drawing no. 01-09 (sheet 5 of 5