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WS-14-1193Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 213818 Permit Number: WS -6 -14 -1193 Scheduled Inspection Date: July 03, 2014 Inspector: Rodriguez, Jorge Owner: CENECAL, JOCELYNE Job Address: 101 NW 99 Street Miami Shores, FL 33150- Project: <NONE> Contractor: MARKO DOOR PRODUCTS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1131010220380 Phone: (954)587 -1011 Building Department Comments REPLACE 8 X 7 GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections !an be scheduled until re- inspection fee is paid. Inspector Comments July 03, 2014 For Inspections please call: (305)762 -4949 Page 11 of 33 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: J C I 4M/ 99 57. R_ECEIT',7E7. JUN 09 2014 FBC20IC Permit No. ■ S) 'l I 1 3 Master Permit No. ROOFING City: Mimi Shores County: Folio/Parcel#: f/' 3/ C I ' - Is the Building Historically Designated: Yes Miami Dade Zip: S NO �/ Flood Zone: OWNER: Name (Fee $ imple, Titleholder): c70>q/"6" a®355/ ` Phone #: 30717- 4'? `®'4b& Address: /0 / /t,�,•✓�/ i gq Sr. �^ City: f)1 /A/%? 1 State: /— / ZAP: 03 /' Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: /7i/9�' 0l.VO- Pi-Co a r- Phone #: %V • 567147 /I &+ Address: 2-0 Ai) 9 4 City: A , Vl'- State: f/ ' Zip:5gs 'Z/" Qualifier Name: /2.00/71-h /h ° P4-712-PV Phone#9R• S 7 7- ac' i State Certification or Rbgistration #: /ti /f) Certificate of Competency #: 053 S Gt, 699 Contact Phone#:q �� 7 /0 / I Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for thi$ Permit: $ Qi/ o ° Square/Linear Footage of Work: Type of Work: DAdd'ition a teration °New ORepair/Replace °Demolition Descriptign of Work: 12L ? : / > P x7 < 60" /3 eevi Color thru tile: Submittal Fee $ �' �jC 9� Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 7C/_ 6o • Bonding Company's Name (if applicable) Bonding Company's Address /V /9- City State Zip Mortgage Lender's Name (if applicable) p9- Mortgage Lender's Address G 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job ite for the first inspection which occurs seven (7) days after the building permit is issued he absence of posted notic:, the inspection will not be approved and a reinspection fee will be charged. L /Z��Iz— ®'%z�594' Signature (1_, g �i'�:/� f`�'C• Signature Owner or Agent ontractor J The foregoing instrument was acknowledged before me this The foregg instrument was�accknowl ed before /e this isp� day ofrj'"ne_4_,20 4y N/;/9liole �i h.55 /er day of C., 14 ,20/ by /,'4/47 i1 T,ge/14. who is personally known to me or who has produced fr-1• o is personally known to me r who has 'produced As identification and who did take an oath. as identification and Who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex l 1 Expires December 18, 2017 Banded Thu Troq Fah heawsee3957016 NOTARY PUBLIC: Sign Print: My Corn ***** **$*********************** ,j' ********'t!*********************************** **************** * ********** **** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) • NIARKO DOOR PRODUCTS "Garage Door Specialists" www markodoorcom CONTRACTOR: MARKO DOOR PRODUCTS HOMEOWNER: 5320 ST. RD. 84 DAVIE, FL. 33314 954- 587 -1011 FAX 954 - 587 -4588 21" 8' 8'x7'68 GARAGE—DOOR 60' • • • • • • • • • • • • • • •••• • •••• • • • • •••• • • • •• • •••• • • •••• • • •• • • • •••• 28' NOT TO SCALE a r .i " JUN 09 2014 J. LABOSSIERE 101 N.W. 99 ST. MIAMI SHORES, FL. 33150 305 - 494 -0488 ••r• • • • ••• • • • •• • • ••• •• • • .• •••• • • •_•• • •• •••• • • ' - • • • • L-s5 1L1_ °i3 Miami Shores Village APPROVED BY DATE 7.7NING DEPT tg 4 , BLDG DEPT r /_ t>U[3,JECT TO COMPLIANCE WITH ALL FEDERAL i A ! I AND Col INTY RULES AND RFOULATIONS 39' Residential / Commercial Garage Doors • Electric Openers • Sales & Service 5320 W. State Road 84 • Davie, FL 33314 Broward (954) 587 -1011 • Dade (305) 947 -7639 • Fax (954) 587 -4588 C May 29 2014 921AM HP Fax MARKO DOOR 9545874588 page 2 ALFARooQ GORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS & CLADDING WIND STANDARD: ASCE 710. FBC 2010 EDITION GARAGE DOORS ONLY Figure: 1: County : Miami Dade Wind Speed : 175 MPH Risk Category : II Exposure Category : C 1. Client • 2. Project Name: 3. Project Address: MARKO DOOR PRODUCTS JOANNE LABOSSIERE RESIDENCE 101 N.W. 99. ST: MIAMI SHORES FL. • CITY SPATE 4. Building Height: 12 T MEAN , (See Figure 1 above) 33150 ,(Residential Projects Only) MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. 1 EAN ROOF HT. t 1.. ' FOR SIJ DING WITH ROOF SLOPE > 10 DEGREE FOR HULLOING WITH ROOF SLOPE t 10 DEGREE DOOR WIDTH DOOR WIDTH 8FT. 9FT. 12 FT. I6Fr. 18 FT. 8FT. 9FT.. 12 FT. 16F1. 18 FT. PIN t r - *) P - .,. - PSF - PSF(T. PSF - PSF T PSF(- PSF - PSF( -) PSF * PSF) PSF(+ PSF( -) PS * PSF - Pte(+ ' 7.5 483 36.0 45.5 34.5 42.5 33.9 413 34.9 45.4 34.4 44.3 33.0 416 31.7 38.9 31.1 37.8 38,6 +.3 8.0 _49:1 36.4 46.1 34.9 43.0 34.3 41.8 35.3 45.9 34.8 44.8 33.4 42.1 32.0 39.3 31.5 `38.2 17 39.0 50.9 8.4 .49.7 369 ° 46.6, 35.3 _ 43.5 34.7 42.3 35.8 46.5 35.2 45.3 33.8 42.6 32.4 39.8 31.9 38.7 18 39.5 51.5 8.8 50.2 37.3 4'7.1 35.7.. 44.0 35.1 42.8 36.2 47.0 35.6 45.8 34.2 43.0 32.8 40.3 32.2 39.1 19 39.9 52.1 39.3 50.8 37.7 47.7 36.1 44.5, 35.5 43.2 36.6 47.5_36.0 46.4 34.6 43.5 33.2 40.7 32,6 39.6 20 40.4•1.54/7 39.7 51.4 38.1 482 36.5 45.0 35.9 43.7 37.0 48.1 36.4 46.9 35.0 44.0 33.5 41.2 33.0 406 41 440'53.3 .6.1.9 38.6, 48.7 37.0 45.5 36.3 44.2 37.4 48.6 _ 36.8 47.4 35.4 44.5 33.9 41.6 333 40.4 1.2 , 4� 1. •53,8 _40.'11 as 523 39,0 49.3 37.4 46.0 36.7 44.7 37.8 49.1 37.2 47.9 35.7 45.0 34.3 42.1 33.7 409 23 41.7_ 544 1 ti0 .53.1 39!4 49.8 37.8 463 17.1 45.2 38.2 49.7 37.6 48.5 36.1 45.5 34.7 42.5 34.1 41.3 .34 42,E ,$5.0 1.! 39.8 50.3 38.2 47.0 37.5 45.7 38.6 50.2 38.0 49.0 36.5 46.0 35.0 43.0 34.4 41.8 .25 414•516, 1V._244 40.3 50.9 38.6 47.5 37.9 46.2 39.0 50.7 38.4 49.5 36.9 , 46.5 35.4 43.5 34.8 422 •••• • • •••• • • • •••• •••• • • • ••,�••• •. 741 4i?e heigjit fqhrogf slope S 10 degree. • - Table above s7ipA's nparitnumdesign load for shown building height in end _one. •Tomcat other conditions :ones design loads to be evaluated on project basis Disclaimer s- - This document is not valid without the embossed seal ol'an engineer employed by Al•Farooq Corporation - No portion of this document may be used or reproduced in any manner. tet. ept. (owerer. fir that portion of:44SC'E " -1(s set ffirilt hereby. • JAVAD AHMAD, P.E. FL# 70592 ES CAN #,3538 1235 SW 87th Avenue I Miami, FL 33174 I T: 305.26.1.8100 I F: 305.262.6978 ( w ww.akeng.com ( elf:woo:A afceng.com • • • • • • 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 LitC 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 guilt in.the.applicable building code negatively affecting the performance of this product. TERMINAtiOnf this NOA will occur after the expiration date or if there has been a revision or change IIT the rnateriglsa use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of anq product,•Potsaks, advertising or any other purposes shall automatically terminate this NOA. Failure to a fly withies Section of this NOA shall be cause for termination and removal of NOA. 11 RYERTIS * IT: The NOA number preceded by the words Miami -Dade County, Florida, and followed 4w th expirdtipu dote may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done kb its entirety. :NSPECTIt1N' IT copy of this entire NOA shall be provided to the user by the manufacturer or its Ctitbutors and shall be available for inspection at the job site at the request of the Building Official. 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.Mniatnldade.aov /perat MIAMFDAD COUNTY APPROVED $OA No. 12- 0110.06 Expiration ate: August 9, 2016 - Approval Date: March I, 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, P.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. 1AL2J. L TIONS "Submitted under NOA # 09- 0128.04" • • 7. • Anchor verification calculations prepared by AI- Farooq Corporation, complying with • • :42.13;C 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. • • .•• • • • •• • •••• ...• 1;....'C)U Tr ASSURANCE • • • 1. • •A.4icani -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) . . • ••• . • • • .... • . . •••• •• E -1 OZ 2/lZo12- os trera P.E. rl Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 DAB Door Comnanv, 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. 3. 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„„„: STAT•E1VFNTS • • 1. • Statf,ment letter of code conformance to 2010 FBC and no financial interest, issued by • • 41- F:arooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E. • • ••• • • • • • •• •• • • •••• •••• • • • • • •••• •••• • • •• • • • • • • •••• • • • • • • • •••• • • • • • • •• • E -2 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12- 0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 5 SECTIONS 21' 2 SECTION 21' 4 SECTIONS 21" 5 SECTIONS 21" 'THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 3 SECTION 21 4 SECTIONS 21 • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • •• • •• • • • • • • • ••• • • • • • • • • • • ••• • • 7 -1/2° X 3" X .071° GALV. STEEL • • • • ••ND ROLLER HINGE • • • • • et (8), I N s /a° sMs • • •• • ••• • • • • • • •• • •• • • • •• •• • • • • • •• • • • • • •• DOOR HEICHT CON93sS OF 8' -8° 2 SECTIONS 16" 2 SECTIONS 21 1 SECTION 18° 3 SECTIONS 21 4 SECTION 21 8 " -9° 7. Y -8° Y -e " - -- 8' 8' -3' 5 SECTIONS 18 4 SECTIONS 18 1 SECTION-21" 3 SECTIONS 16° 2 SECTIONS 21' 6, -8' 9' 9, -3" 9'-9° 10' 10,-9° 10, -8" 11 -3° 11 -8° 12' -3 12' -8° 12 " -9° 13" 13 " -3' 13. -e" 14' 14' -3' 14' -8' 14'-9° 15' 15' -3" 15' -8' 15' -9" IN' SECTIONS 18' 1 SECTION 18' 5 SECTION 21" 8 SECTION 18" 5 SECTION 1a' 4 SECTIONS 18" 3 SECTIONS 18 2 SECTIONS 18° 1 SECTION 18 8 SECTION 21' 8 SECTIONS 18° 8 SECTIONS 18" 4 SECTIONS 18 3 SECTIONS 18" 2 SECTIONS 18° 1 SECTIONS 18" 7 SECTION 21 6 SECTIONS 18 5 SECTIONS 18 4 SECTION 18° 3 SECTIONS 18' 2 SECTIONS 18' 1 SECTION 18" 6 SECTIONS 21" 8 SECTIONS 18° 5 5EOOONS 18" 4 SECTION 18° 3 SECTION. 18" 2 SECTIONS 18 1 SECTION 18° B SECTION 21" SECTIONS 18 SECTION 21" 1 SECTION 21° 2 SECTION 21' 3 SECTIONS 21 4 SECTION 21 1 SECTION 21' 8 SECTIONS 21" 2 SECTIONS 21' 3 SECTIONS 21° 4 SECTIONS 21° 5 SECTION 21" 8 SECTIONS 21 7 SECTIONS 21 3 SECTIONS 21" 4 SECTIONS 21" 5 SECTION 21' 6 SECTIONS 21' 7 SECTIONS 21 8 SECTION 21' 4 SECTIONS 21 TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/16 -16 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILE I 071" X 7- 1//2° GALV. STEEL CENTER HINGE (4) #14 X 1/2" SMS LOCK 2/ DOOR t OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE -- A / X .15° THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) $ 14 X 1/2' S.M.S. 8" MIN. LOGO ENGAGEMENT CONFORMS TO 1012 REGARDING GARAGE DOORS \ / .158 DUI. GALV. AIRCRAFT TYPE WI CABLE & TO SAFETY SLEEVE 6 "X 3° X 0.1° STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE OUTSIDE HANDLE OPTIONAL VENT (3) s° WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. LEA COLONIAL DESIGN BRACKET STD. LIFT DOOR END STILE BRACKET LOW HEADROOM DOOR OPTION 7 -7/8° X 3-1/8° X .010° STEEL PLATE WITH (4) #14 X 3/4" SOS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8° SMS 1ST X .5W LOCK BAR ENGAGES 84 TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE MAX. DOOR WIDTH 9'-4° INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010- EDITION - INGLDING 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 LOADING 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. N - ro N OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF - 60.0 PSF Engn PE L3870592 �AN. 3538 7 oa °.1' PRODUCT REVISED is oomplyhegw8h the Flags Sulfate Cods Acceptance , O! /0 No ,■•. 8i ir.UI'4I, . IIr: 046 FTO net Control co 8 O CWO COLL9 0 m 01 U O W I drawing no. 01 -09 (sheet 1 of 5 • • ••• • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • •• ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16° X 1- -5/8° LAG SCREW (FULLY THREADED) ONE PER BuRRAAtCaK�EtY� OPTIONAL STOP MOULDING BY DOOR INSTALLER FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 #14 X 5/8" SMS 6 PER HINGE 1/2° X 1 -3/4" X .059° FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH 3/18° POP RIVETS ® 12" O.C. SOUTHERN PINE 0.55 S.G. 24 GA. STEEL PANE. 3/16" ALUM RIVETS FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES ® 4° O.C. SOLD BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED iN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL END SIRE 3/4" X 2° X 2 -1 2° X 18 GA. STEEL END STILE, CO TO PANELS WITH FLAPS AND 3/18" ALUM RIVETS SEE DETAIL ABOVE A) B) ANCHORS; CONCRETE OR FILLED BLOCK STANCE INTO CONCRETE CE INTO FILLED BLOCK 1-7/8° X 2 -5/8° X .045" STEEL CDITER STILE, GLUED PAID RIVETED TO PANEL W/ (4) 3/18" RIVETS EDGE DISTANCE PSI MIN. FILLED a OCK fm 2000 PSI MIN. POP RIVETS #14HX 5/8° S.M.S. 4/ 1.9" X 2.19° X 3.3° X .102° STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING CHOR TYPE A OR B PER =r.. KET 3 FOR BRACKET SPACING 2 -1/8° X 1" X .078° W.V. STEEL TRACK ED TO TRACK PLATES W/: gB OT TED �K NUT 7/16° PUSHNUT INSTALLED ON ROLLER SHAFT 7 -1/2° X .050° CALK STEEL CENTER HINGE 7 -1/2° X 3° X .071" END ROLLER HINGE SECTION B —S — INTERIOR SIDE 1.82° CIA. X .50° NYLON /STEEL ROLLERS W/ .44 DIA. X 4 -1/4" STEM 1/4-20 SS BOLT & NUT 60.1 JIYAD.*aAD. CIVIL FLA. AB pp 882` CAN. 3538 38 PRODUCTRJEWIS 3D valh>MFiaetees DellNegOode Awspnm 3:l(1lPf'J /o Mal m 0 9 U Sheet 2 of 5 ) • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • POP RIVETS • • ••• • • • - • •• • 2 -3/4" X 5 -1/2" X 3" X .104" GALV. STEEL Top ROLLER BRACKET (DOUBLE) FASTENED W/ (84 il, 14 X 5 /Iii S.N.S.• - • • • • • • • �90•THK• �ALy' STEB AO�IST�BLE• �UDfjj FA$ENiD i$ K`T al- W/ 1 1840 3/4" elEX•iFAD •& NUTS. • • • �'` �i _ 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16 " SLEEVE ANCHORS WITH 1-1/4" EMBED IMO MASONRY - • • 3 PER BRACKET • • • • • 2 1` % 4 -1/4" X 13 CA. STEEL PLATES - DEB 7 1 -1/2" X 1 -1/2' X 14 GA ANGLE • • • • • • FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS _ ' /, , '� ) ' :� M" 2 % 2 X 1 /8" HORIZ. ANGLE HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK CENTER SUPPORT READ. ON DOORS - WITH TWO WELDS AT 1 -1/2° APART (� (�j , - 5 N " °-° 0 EXnEING 8 FT. W HEIGHT -� 11 A -- -I FIRST AT 3" O.C. REST AT 9° O.C. -. . CONNECTED TO FLAG BRACKET ANGLE Z 0 I"' W Q fr 1 0 U v v p "'I a D rg o Eart, L�; 0 dl W C 14, Z • J W/ 3/B -18 % 3/4° BOLT &NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4 -20 X 5/8° BOLT &NUT A .- J HORIZ. TRACK LENGTH =OPENING HEIGHT PLUS 12" HORIZO 1-4/4- •4IN RC a • • • • ••• • • ° (N LED TOP EL tia MET •� 11. • VERTICAL • i • I VERTICAL TRACK . ,S 14 GA GALV. STEEL TRACK 2 -1/8° X 1' X .080• SECTION A —A 4 • • • • (2) 3/1� • • • ••• 2•rX -1/2° %.104° GALV. STEEL. FASTENED W/44) @ 14 X 5/8° S.M.S. LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2° X 1 -3/4' X .059° FORMED STEEL GLUED TO PANEL AND FASTENED To (23/18• STILES RP/EIS _ 5/18" MEETING RIB t ffi �r.' c _._ _ DOOR- HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS `� • a 5 1ST 2ND 3RD 4TH 5TH 81 _$L:... 83 - B4 - $S- 86 '� . 6' -0° 18" 18" 18° 18° N/A 1° 11 -3/4" 23' 34° 45" 56° 67° - •--• • 8' -8" 21° 18" 18" 21° N/A 1° 11 -3/4° 23" 34° 45° 58" 87° ad U a z to a 03 M Vl G] I 0o' O 7' -0° 21" 21" 21" 21° N/A 1° 114° 23° 34° 45° _. 56° 67° - 7 -8° 18° 18" 18° 18 " 18° 1 °' 11 -3/4° 34° 45 _ _ _ 78 -1/4 "' 8' -0' 21° 18° 18° 98° 21" I" 11 -3/4° 23" 34° 45' 58° -_67'_ 67° 78-1/4" pp .111911.7.1 1.82° DIA. X .50" ROLLERS 'z j W/ .44 DIA. X 4-1/4° STEM i OPTIONAL INSULATIONS: 0 _ gay PROD u'j5 LLC' 111 II *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDTf1ONAL TRACK BRACKETS AT 10" O.C. O�O tl LI I J¢ 2 g2 U TO 1.9" X 2.19° X 3.3° X .090° STEEL TRACK BRACKETS 2 -3 /i8° Hipi CONNECTED TO TRACK WITH ) 1/4° BOLTS &NUTS. _ �- I �f II DENSITY POLYSTYRENE DENSITY a 1.05 POE N.O.A. III #07- 1107.08 � a 2OISOCYAh1URATE OR DENSITY 7 0.92 PCf N.O.A. X07- 1018.07 g ,111 �; .c I! 1�� �� "" i o. 2 it 7 -- 4 N i i !I E$ IIMPPOI p D 14 GA. GALV. STEEL. LIFT HIGH LIFT STANDARD .0: ROLLER HINGES FASTENED W / (4) Q14 X 5/8" SMS MIN..024" ROLL FORMED STEEL PANEL m liii �-- _ DRAWING QUALITY G -40 KSI WITH PRIMER BAKED-ON 4 TRACK CONFIGURATION POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL VEELCA > n - f Ij I-°ter .06U -a LIFT LOW HEADROOM DOUBLE TRACK AVAILAE`3LE(T K P11ONS • o m m o w w s S g S I , 12 TO BRA STEEL W� (4) #14 5c �e ►� D Enpr caN � i'B°562 ' • is '' I bQ` `` 0 paoDuer 8 waffle Florida 2-�IID 06 No 0:f1.':�'IY Ito . r .., ' . , .. • drawing 01 -09 ( , . 58 ALUM PLATE 'RUBBER WEATHERSTRIPPIN O.C. SECTION A -4 (sheet 3 of 5 (*hoot 4 of 5 ) • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • 4141 • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • •• ••• • •• • • • •• ••• •• • • • • • •• • • •• • • • • • ••• •• WOOD M I DINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X8 PRESSURE TREATED GRADE 2 SYP OR Bti ltR WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF__RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE.- - - - - -- WQOD BUCK CQNNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2308 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY - BLOCK WALL . 0R CONC. COLUMN WITH 1/4 ". ULTRACON BY "ELCO' WITH SPACING OF 18" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4° MIN. EMBED 2-1/2" mat EDGE DISTANCE - - - - -. _ -- 1/4" TAPPER BY 'POWERS' WITH SPACING OF 14° 0.0. INTO BLOCK WALL„ WITH 1-1/2" MIN. EMBED 18" 0.0. INTO 3000 PSI CONCRETE. WITH 1 -3/4 MIN. EMBED 3" MIN. EDGE DISTANCE 3 /B" CONFLEX BY 'ELCO' OR 3/8" LIT BY 'ITW' 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 'HI.TI' WITH SPACING OF 17 O.C. INTO BLOCK WALL, WITH 1 -1/4` MIN. EMBED. 4" MIN. EDGE DIST. 18° O.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4" MIN. EMBED AND 2 -1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH TOUR 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS S BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 5/18" X 1- LAG SC AT 12" 0 STRUCTURE BY OTHERS SUPPORT THE LOADS IMPOS DOOR Stu OR SPACING ANCHORS STRUCTURE EMBED SP y EDGE DIST. Mr* HL .9I� CONC. MEM Wi ©8 HLC SLEEVE :. ::�1Ii ". BLOCK ®l11/411/M1 © AM..111111 FILLED BLOCK WAWA EMMA ©: .. -i M :1c C2'� NIENVA0EL171 FACIMMEW '7i;` 13`t CONC. ®r 8" ®d 18" DIA BOLTS WASHER & AT 12" 0.C. MAX. MIN. f'm m 2000 PSI MIN. 1 -1/2" 1_1/2" 4 ° K2 -1 2" X 14 GA STEEL 12 GA. GALV. STEEL T BRACKETS *3" LONG AT 12" 0.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNO. CONNECTED TO CONT. W/ (3) SPOT WELDS AT H 2-1/8" X 1° X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PIA i ED M.S &LOCK ALTERNATE TRACK INST L ATiON f511gh 4AVAD:10AAD Fi C .M1 8 B PRODUCT REVISED gaaily4rg with** Plate %Mire Code Aoinelnas No r .o 10 4 `0 1 6 4 .3 U drawing no. 01 -09 0 • • ••• • • • .•• •• •• • • • •• •• • • • • • '• • • • • • • • • ••• • • • • ••• • • • • ••• DOOR PANEL 24 GA. 6024) Slifie. MIN. • • • • • • • '• • • • •• • • • •• • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • •• ••• • 7/15" DIA. WASHER •• • • • • • • • 3 -• dip 7° 8 �0� S • •• ••• •• • • • • • • •• • S• •• • • • • • . • • • • ••• •• • • (4) 08 X 3/4" SMS ® 1 -3/8° FROM ENDS AND 6 -1/2" O.C. MAX. 178 X .082 DEEP GROOVE 1/4° POLYCARBONATE TEXAN BY 54810 INNOVATIVE PLASTICS NOA #08- 0308.02. .175 X .062 DEEP GROOVE (4) X18 X 3/4" SMS ® 1 -3/9° FROM ENDS AND 8 -1/2" o.C. MAX. 8 X 3/4° SMS • 3 /B" FROM EPOS AND 7° 0.C. MAX. 7/18° DIA. WASHER DOOR PANEL 24 C.A. (.024) STEEL MIN. vt/ I -+1.5 88 X 3/4" SMS ® 3/8" FROM ENDS AND 4-1/2° 0.0. MAX. DOOR PANEL 24 G6. (.024) STEEL MIN. g * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 21 3/4" MAX. WOW. WIDTH 18 1/8" MAX. D.LO. 00 1.765 1.725 1.144 RIGID * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION O INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 173 X .062 DEEP GROOVE I EXTERIOR 18/16" MIN. D.L. OPG. GLAZING BITE WINDOW WIDTH mower MEwsE y a+omWYNB wish 8rbFluids WU** Coda Ameotwehlol2_`0, drawing no. 01 -09 (sheet 5 of 5 )