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WS-13-1790 Miami Shores Village AUG ® a 2013 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 - --Tel:(305)(305)795.204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. s-1 Permit Type: BUILDING ROOFING JOB ADDRESS: V1 S i)C_ I 6� 'Sk City: Miami Shores County: Miami Dade Zip: -33136 Folio/Parcel#: 1. —3 0 —OlLk-m 0 Is the Building Historically Designated:Yes NO Flood Zone: p ) !. �1—r�6/1 0 � M&&5 e ') 2 1e' _�LtQ8 OWNER:Name(Fee Simple Titleholder): Phone#: Address: cjb b F Y�u g City: V( `-1 Nkr"Y`1 State: Tenant/Lessee Name: Phone#: Email: - - CONTRACTOR:Company Name:17. 1J ° CL Q , � o�ot C�Q, Phone#: 305--D "/ /L/ Address: o-k q S 1,3\JD 01% 0,0-c- City: W,\C,\P_o3a C-;o,�� State: Tr k a Zip: 33D l$ Qualifier Name:�o C Ole) Phone#: C36L5'"7Q L/_5/1 State Certification or Registratio`nI#: 1 �- Certificate of Competency#: COW 1 O 1101 Contact Phone#: ^7 0`2�1—5111 Email Address: ` OL°�•��t�nA�°L�R.A •C o m DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ �QQ I Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New 219epair/Replace ❑Demolition Description of Work: \ :e,91 ,ae C-?QC10.oP_ _- Color thru tile: x°*�u��x���*�x�x�x��xx°xxx�m���x°�xx���x��Feesxxxxx����x�xmxxmx°xxx�x�*�xm���xx�x�a�mxmx�xx Submittal Fee$ b®® 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$ ° 1 � 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 hereb ma t obtain a permit to do the work and installations as indicated. I certify that no work or installation has de o y P fy 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 commence nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In a Bence of such posted notice, the inspecu will not b approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1 The re mg�nstru ent was acknowledged before me this day of l by 1 W A L-1- CC d 5 ,20 t3 ,by ®�- b eC � who' personall a or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who.did take an oath. NOTARY PUBLIC: NO TAR UBLIC: Sign: � !' Sign: 110 Print: via, A+BLANK Prin C!rftpqeRiAt$1c 0573 My Commission Expire s: = 1JI Gf7NfAAi�S10N F. EXPIRES October 01,2014 My �her�F 153 FlondeNOWYSernce.com .EE 102W C016 kakk#kkk#«#hikxaHaskIaSaaRkIaksK%ilaskHaHaslaeke faekHakaKHsKkNknkm�kk#kkkkk+�kkk�HHkKkskk%sia$adakk #kk�kksksk APPROVED BY 912411 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06110/2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-196850 Permit Number: WS-8-13-1790 Scheduled Inspection Date: November 21,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , B&L REALTY HOLDINGS LLC Work Classification: Garage Door Job Address:973 NE 96 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060143230 Project: <NONE> Contractor: JB GARAGE DOORS INC Phone: (305)751-3642 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 20,2013 For Inspections please call: (305)762-4949 Page 6 of 34 DAB Door Comuany.Inc. NQTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations prepared by AI-Farooq Corporation,complying with F.B.0 2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E. "Submiu`ed under NOA#©9-012&01" . 2. Anchor verification calculations prepared by A1-Farooq Corporation,complying with F.B.0 2007,dated 12/18/2008,signed and sealed by Humayoun Farooq,P.E. { D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.0 8-0305.02,issued to SABIC Innovative Plastics,for their Lexan Sheet Products approved on 04/24/2008 and expiring on 07/17/2013. pP xP g 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. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/1112017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their Dyplast IS0-C1 Polyisocyanumte Insulation,approved on 11/10/2011 and expiring on 01/11/2017. F. STATEMENTS 1. Statement letter of code conformance to FBC 2010 and no financial interest issued by Al-Farooq Corporation,dated 10/25/2011,signed and sealed by Javad Ahmad,P.E. p ZZ 17, rlos Nt Utrera,P.L. Product Control Examiner NOA No.12-0110.08 Expiration bate:July 21,2015 Approval Date:March 1,2012 E-2 MMI� MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENTIOF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} www.miaiulaaao.eovinera! DAB Door Company,Inc. 12195 NW"0 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:Hurricane Master@ Model 824/811 Steel Sectional Garage Door 10-2"Wide x 16'- 0"High(Reinforced)with Window Lite Option APPROVAL DOCUMENT:Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 0212311998,with last revision H dated 10/13/2011,sheets 1 through 6 of 6,prepared by AI- 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/series 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 Iiterature. 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-Offleial. This NOA revises NOA#11-0414.13 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. NOA No.12-0110.08 rttarit•n UNTYM Expiration Date:July 21,2015 Approval Date:March 1,2012 Page 1 �Z � 6 DAB Door Compong,,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 9 8-05,titled"24 GA. Roll Formed Steel Sectional Garage Door",dated 02/23/1998,with last revision H dated 10/13/2011,sheets 1 through 6 of 6,prepared by A1-Faroocl Corporation,signed and sealed by Javad Ahmad,F.E. B. TESTS "Submitted under NOA#11-0414.13" 1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-07-4267,dated 06/29/2007, signed and sealed by Candido F.Font,P.E. 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing Inc.,Report No..HETI-11-3206, dated 02/10/2011,signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door{skin.)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T101,dated 01/29/2011,signed and sealed by Candido F. Font,P.E. "Submitted under NOA #05-0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of "Sectional Residential Door with Windows"prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI 03-1328,dated 07/15/2003, signed and sealed by Rafael E. Droz-Sella,PE. 5. Test Report on Uniform Static Air Pressure Test, of"Sectional Residential Door" prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda,P.E. 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)" prepared by Hurricane Engineering&Testing Inc,Test Report No.HETI 03-T078, dated 10/31/2003,signed and sealed by Rafael E. Droz-Sella,P.E. "Submitted under NOA#03-0210.04" 7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,prepared by Celotex Corporation,`rest Report No.258592,dated 08/17/1998, signed by W.A.Jackson,P.E. d2�Zz�2012= Carlos M.Utrera,P.E. Product Control Examiner NOA No.12-0110.08 Expiration Date:July 21,2015 Approval Date:March 1,2012 E-1 08/01/2013 08:49 3053629272 HURRICANE MASTER PAGE 01/01 y F.S1 1912 w ALmFAROOQ; CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR godfflMTS&CLAAD_lNG WIND STANDARD;ASCE 7-10,FBC 2010;=ON GARAGI';DOORS ONLY County: Miami Dade Wind Speed ; 175 MPH h Risk Category: II Exposure Category: C 1.Clielat 2.Project Name: 4I 6a t of 1 rMp..• (Residential Projects Only) 3.Project Address: R73 AF W rl- ZIP 4.Building Height: CIZ f (See Figure 1 above) MAXIMUM ASSIGN LOADS FOR BUILDINGS EQUAL OR LESS TE"25 FEET. MEAN FOR RULIDWG WITII ROOF SLOPE}10 DEGREE FOR RULIAING VAT11 ROOF SLOPE<10 DEGREE ROOF DOOA WIDTH DOOR WIDTH HT, 8 F'1: 9 Fr. Lt PT. t6 FT. 18 FI: 8 FT. 9 Fr. _12 JF T. 16 FT. is FT. PSF+ ASP- Pa* P - PSFE+)M. p8F•h PSF PSF(«) PSF• PSF+ PSF(-) FSF- Ps • w+ P-SF PSF+ RSF- PSF+ PSF- 15 38.1 49.7 37.5 48.5 36.0 45.5 J&Jz 33.9 41.3 34.9 45.4 34.4 44,3 33.0 41.6 31.7 38.9 31.1 37.8 16 38.6 50.3 39.0 49a 36.4' 4R 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 38.4 49.7 36.9 46.6 34.7 42.3 3S.8 46.5 3$.2 45.3 33.8 42.6 32.4 39.8 31.9 38.7 18 39.5 51.5 38-8150.2 313 147.1135.7 44.0 35.1 42.8 36.2 47.0 35.6 4SA 3412 43.0 32.8 40.3 321 39.1 19 39.9 52.1 39.3 50.8 37.7 47.7 36.1 44.5135.5--43.2 36.6 47.5 36.0 46.4 34.6 43.5 33.2 40.7 32.6 39.6 20 40A S2.7 39.7 51.4 38.1 48.2 36.5 -4 5.0 35.9 43-7137.0 48.1 36.4 46.9 35.0 44,0 33.5 41.2 33.0 40.0 21 40.8 53.3 40.2 1.9 38.6 48.7 37.0 45.5 363 44.2 37A 48.6 36.8 47.4 35.4 44.5 33.9 41.6 -33.3 4p.4 22 41.3 53.8 40.6 52.5 39.0 49.3 37.4 46,0 36.7 44.7 37.8 49.I 37.2 47.9 35.7 45.0 34.3 42.1 33.7 40.9 23 41.7 54.4 41.0 53.1 39.4 49.8 37.8 46.5 37.1 45.2 38.2 49.7 37.6 48.5 36.1 45.5 34.7 42-5134.1 41.3 24 42.2 55.0 41.5 53.7 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 43,0134.4' 41.8 25 42.6 55.6 41.9 54.2 40.3 $0.9 38.6 47.5 37.9 46.2 39.0 50.7 38A 49.5 36.9 46.5135A 43.5 34.$ 42.2 Notes h=Edve height for roof sl ope<10 degree. -Table above shows maximum design load for 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 wrthour the embossed seal of an engineer employed by Al Faroog Corporation 4 -No portion of this document maybe used or reproduced in any manner. JAVAD AHMAD,P.E. (except,however,for that portion ofASCE 7-10 set forth herein). FL#70592 EB CAN#3 3538 1235 SW 87th Avenue I Miami,FL 331741 Ts 305.264.81001 F:305.262.69781 www.efeeng.com I alfarooq®afeeng.eom q93 m C q 6 �- 6'0 x TO TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER 7-1/2- X 3" X 071" ® FASTENED TO END STILE WITH TO BE INSTALLED AT AEI GALV. STEEL END ROLLER HINGE (6) #14 X 3j4" SELF DRILLING SCREWS ANY CENTER STILE �Y o wj (6) X14 x 5/8" SMS ®tt? SEE SHEET 4 FOR TOP BRACKET OPTIONS Z DD CENTER STILES ® 7-1/2" X 2-1/4" X 18 GA. eel SEE SCH. 'A' (- A 0 GALV. STEEL CENTER HINGE Q W N W/ (4) #14 x 5/8" SMS 1 ,� 2i DOOR 1 I vamg 1' W X .15 THK. LATCH 0 o co _ — -1 " Gtr SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) I _ o 3 FASTENED W/ (4) #14 X 1/2" S.M.S. 0 8 in .. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO 6 B z a z ,. FBC 1012 REGARDING GARAGE DOORS I 1 0 S0 § 0 Q .158 DIA. GALV. AIRCRAFT TYPE N�-_ GABLE & NICO-PRESS SLEEVE �---- Wj MIN. 5 TO 1 SAFETY FACTOR �---"- �`- STEEL PLATE 11 .M WITH (4) #14 X 3j4" 1 is SELF DRILLING SCREWS N BRACKET BRACKET �� I N uj 1 STD. LIFT DOOR LOW HEADROOM _ ` __ _ _ z DOOR OPTION TOTAL III OF (/) 0)0 1 DOOR 'U' BARS AT � i� � 1 � I� � co HEIGHT CONSISTS OF EACH pflpR 7-7/8" X 3-1 j8" X .010" +n » " STEEL PLATE OPTIONAL VENTS OPTIONAL FLUSH FACE "- 0 ` +c W—e" 2 SECTIONS 18 2 SECTIONS 21 WITH (4) #14 X 3/4" SDS (3) 5" WIDE AT 7" O.C. MAX. WOOD GRAIN DESIGN L -� A � O Z 1 SECTION 1W 3 SECTIONS 21" OPNG. AREA NOT TO EXCEED 120 SO. IN. 7' 4 SECTIONS 21 -- MAX. DOOR WIDTH _ .. 7-•3" -- - 3 CENTER STILE 5 SECTIONS 18" - DAB DOORS INC. _ 7'-9 4 SECTIONS 18' 1 SECTION 21" OUTSIDE END STILE INSIDE ELEVATION l 811 Hurricane Master® Model 824 8' 3 SECTIONS f8" 2 SECTIONS 21" HANDLE B'-3" 2 sEOTwNs 18" 3 SECTIONS 21" RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" High W-8" f SECTION 18" 4 SECTIONS 21" With Window Lite Option 8'-9" 15 SECTIONS 21" — 9' B SECTIONS 18' - LOCK BAR GUIDES 9'-3" s SECTIONS 18' 1 SECTION 21' 4 INSTALLED ON END STILE DESIGN PRESSURE RATING = + 48.0 PSF ,. 9'-s' 4 SECTIONS 18' 2 SECTIONS 21" o WITH (4) #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 52.0 PSF s 8 9'-9" 3 SECTIONS 18"3 SECTIONS 21" 1101v " » 1ST X .6W LOCK BAR 10 2 SECTIONS 1 B 4 SECTIONS 21 r . » » ENGAGES IN TRACK - GENERAL COTES 10-3 1 SECTION 18 S SECTIONS 2i I5 w.- ON EACH SIDE OF DOOR r . a 6 SECTIONS 21 CENTER STILES SCHEDULE A 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a 10'-s" B SECTIONS 18" i SECTION 21" CENTER STILES CONFIGURATION REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING 11' 6 SECTIONS 18'2 SECTIONS 21 HIGH VELOCITY HURRICANE ZONE 11'-3" 4 SECTIONS 18" 3 SECTIONS 21" OUTSIDE KEYED LOCK ® ®® ® DOgR WIDTHS OF CENTER STILES 11'-8 3 SECTIONS 18" 4 SECTIONS 21" 8'-O"TO 9'-10" 2 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. LOCK BAR LOCKING SHOWN 10'-O°To I V-10" 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL - 1 i'-9' 2 SECTIONS f8" b SECTIONS 21" a m m 12-O TO 13-1fl 3 DRESSING OR STUCCO. O 12' 1 SECTIONS 18" 8 SECTIONS 21" ALT. TO LOCKS SHOWN ABOVE ' ° ' » NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 12'-3" 7 SECTIONS 21 - I 8'-0" TO DT14S 14'-0" TO 15'-10' 4 3. ALL BOLTS, 12'-e" 8 SECTIONS 18" 2 SECTIONS 21" DOOR WIDTHS 15'-11" TO 18'-2' 5 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 12'-9" S SECTIONS 18" 3 SECTIONS 21" THESE DETAILS ARE NOT PART OF THIS APPROVAL. 1- 4 SECTIONS 1W 4 SECTIONS 21" prmn ® � 5. A LOAD QURATEN.rNCREASF;!S USED IN DESIGN of ANCHORS WTO WOOD ONLY.13—3" 3 SECTIONS 18 5 SECTIONS 21 ••',3'-6" 2 SfCTiONS 18" 8 SECTIONS 21"13'-9" 1 SECTION 1$" 7 SECTIONS 21" FLA. P€ 705Q2 �.,t,� \ . r » r " r " » _,.tom COg1 WI&the•flotl s 14 8 SECTIONS'21° tq»0 TO i 1 -1O 14-0 TO 151-10 C.A.N. 538 3. 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS B 14r-—8" 5 -SECTIONS 18" 4 SECTIONS 21 n v 14!-9" 4 SECTIONS 18' S SECTIONS 21" S ® m MOP 0 ® ® ® ® 0® li�� HY drawing n0. 15' 3 SECTIONS 18" 8 SECTIONS 21" 15'-3" 2 SEC1IONS 18° 7 SECTIONS 21' W-s" 1 SEcnoN 18" 8 SECTIONS 21" °p� �° `�° '°� 98--05 15'-9 9 SECTIONS 21" - REFER TO SHEET 2 12'-0" TO 13'-10" 15'--11" TO 16'-2" 16' 6 SECTIONS 18" 4 SECTIONS 21' FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS sheet 1 of 6 Y fl .... ... ... ti , - 1 1 ! !I 1l !I !l A A < . „ 1 1 1 • -Elm MEN I= . . WIN! ImMIMIuMi MINI I Ili 1-��; 1/� Ise; . 1• I v Y R . IMIMI.. v _t t►t �i•+a1 /� 1l/� � • 1 !1 11 � 11 11 n ' G n Mimie ■ ■■!� Mimi - � � �����s���r��� X11■�� ■■ ■■■. . i CNL FLA. PE 70592 MIMI ­111 M drowing no. • : 1 ' 24 GA. STEEL PANEL 0 as Z FLAPS BENT OVER PANEL o Q + I o o P d 1 90 - - 1/2' PUNCHED N OLLES USE REINFORCING 'U' BAR AT j Qt 16 GA. X 2-1/4" X 3/4- X 2" TOP SECTION ONLY AT GALV. STEEL. U.BAR REINFORCING TRUSS 16 GA. X 2-1/4" X 3f4" X 2" SECTION DOORS ® BOTTOM OF PANEL TRUSS FASTENED TO GALV. STEEL U.BAR REINFORCING TRUSS IFOUR -.. Q'.' W O VERTICAL INTERMEDIATE STILES W/ TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES #14 X 5 8" S.M.S. AND TO END STILE W/ TWO # 14 X 5/8" S.M.S. AND To END STILE -�°°°�� m W/ FOUR#14 X 3/4- SELF DRILLING S. W/ FOUR # 14 X 3/4" SELF DRILLING SCR. 3:29 Q 17V a i 12" X 1-3/4" X 16 GA. OPEN TUBE ® TOP & BOTTOM 1� OF EACH PANEL 3/16" POP RIVETS AT 4" O.C. (6) FOR 21" STILES t o 5 FOR 18" STILES p M o LLI 16 GA. X 2-1/4" X M4" X 2" OM SEAL GALV. STEEL U.BAR REIINFORCING TRUSS ALUM PLATE TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES 1/8" X 1" S.M.S. 0 48" O.C. - W/ TWO # 14 X 5/8- S.M.S. AND TO END STILE END STILE Z Vy H AND RUBBER WEATHERSTRIPPING W/ FOUR # 14 X 3/4- SEL.S DRILLING SCR. 024- STL. PANEL ® — 00 WG t ,.ST SECTION (BOTTOM) I SEC TOP SECTION OUTSIDE OF 000 Q REINFORCING REINFORCING d z .. OBP1'DI� INSTALLER MOULDING STEEL TRACK BRACKET FASTENED Q cV= d TO WOOD JAMB WITH N " " - N " " 14 X 5 8 SMS 3 4 X 2 X 2-1 2 X .04$ STEEL / j / 5f18 X 1 (FULLY LAG SCREW) PER HINGE END STILE, CONNECT TO PANELS WITH HEX WASHER EADRTYPE DA FLAPS AND (5) OR (6) 3/18- ALUM RIVETS 1/2- X 1-3/4- X .058- FORMED STEEL SEE DETAIL ABOVE GLUED TO PANEL AND SECURED TO SOLID BRASS DOOR VIEWER SOUTHERN PINE END STILE WITH (4) 3/16" POP RIVETS g q 0.55 S.G. Cn " BY 'SCHLAGE SECURITY HARDWARE'a". 1-7 8" X 2-5/8- X .049" STEEL EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE $ ?' CENTER STILE, GLUED AND RIVETED DISTANCE a TO PANEL W/ (4) 3/16- RIVETS POP RIVETS POSITIONED AT EYE LEVEL O 2" MIN. # 14 X 5/8" S.M.S. �6. e ae' ° •I-,3,f 16. ED T. i 4/ HINGE y d $ o raz 1 1 �3�1" POWER—BOLT BY 'POWERS' \2 MIN. EMBED INTO CONC. i7 0 z MIN. Eact: aIST. o ONE PER BRACKET .2 c i; 9.9" X 2.19" X 3.3" X 090" SEE SHEET 3 FOR BRACKET SPACING STEEL TRACK BRACKETS 1 .� SEE SHEET 3 FOR SPACING m I Engw OWL, MAA L�'RUD�'11'R16YIt31�D I 1 FLA. PE 70592% - " 1/4-20 SS BOLT 1A c a, 3 7-t f2 x .05o INTERIOR SIDE " N & NUT l` , ; t` GALV. STEEL 7-1/2' X .071 AaL>, Mft Ala 1 �� STEEL TRACK CENTER HINGE END ROLLER HINGE 6>FaRtioe ,+�" a v �S 14 GA: X 2--1/8" X 1" (STANDARD) i•' 12 GA. X 3-5/16- X 1-1/2- (OPTIONAL) 7/8" PUSHNUT 1.82" DIA. X .50- STEEL ROLLERS {STD. 1 �" drawing no. FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT W/ 1/4-20 x s/s" TRUSS Ha. 1.82" �DIA. X .50" PLAS7nc ROLLERS (OPTIONAL 9S--Q5 SLOTTED M.S. & LOCK NUT 2.75 DIA X .50 STEEL ROLLERS (OPTIONAL SEOON B-B WITH 4-1/4- STEM sheet 3 of 6 POP RIVETS 5j16" X 1-5f8" LAG SCREWS INTO WOOD QR 2 X 2 X 1/8" HORIZ. ANGLE 'r 2" 2-3/4" X 5-1/2" X 3" X .104" * " HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK + WITH 1-1/45/EMB D SLEEVE ANCHOR$INTO MASONRY CENTER EX EEDIR GR84FT. IN HEIGHT GALV. STEEL WITH TWO WELDS AT t-1/2" APART +� TOP ROLLER BRACKET $ PER BRACKET FIRST AT 3u O.C. *1/ FASTENED W/ (6) 14 X 5j8" S.M.S. I I A �-1 CONNECTED TO FLAG BRACKET9ANGLE Z n 090 THK. GALV. STEEL ADJUSTABLE f " " W/ 3/8--16 X 3/4" BOLT & NUT 0 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES AND TQ SPRING SHAFT GUIDE WITH SLIDE 16-1 X TO BRACKET WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE - A -� (2) 1/4-20 X 5/8- BOLT & NUT H W MWj 5Cf 11& NUTS.3j4" HEX HEAD FASTENED TO TRACK __ j �( � V WITH (4) 1/4-20 SS. BOLT & NUTS -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" G TOP BRACKET ,. (STANDARD) TOP BRACKET Q {OPTIONAL} LL n LOW HEADROOM DOOR VERTICAL TRACK 4 n 14 GA. GALV. STEEL TRACK 2-1j8" X 1" X .080" V p � HORIZONTAL REINFORCEMENT SECTION A—A 1/2" X 1-3j4" X .058" FORMED STEEL 0 n. Q a 44 GLUED TO PANEL AND FASTENED TO 0 -a VERTICAL. STILES WITH 2" X 5-1 j2" X .104" p (2) 3j18" POP RIVETS FASTENED W/ (4) # 14 X L GALV, STEEL a v; p TOP R91 BRACKET FOR LOW HEADROOM DOOR OPTION DOOR SECTION HEIGHTS BRACKET' PLACEMENTS Q W HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH Bi B2 B3 B4 B5 86 87 BS �1 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO 6'--0" 18" 18" 18" 18" N/A 1" 11-3f4" 23" 34" 45" 56" 67" VERTICAL STILES WITH - �s (2) 3/16" POP RIVETS W-6" 21" 18" 18" 21" N/A 1" 11-3/4" 23" 34" 45" 56" 67" - " " " u u u " " u u " " _ 7-0 21 2i 21 21 N/A 1 11-3j4 23 34 45 56 67 5j96" MEETING RIB r-6" 18" 18" 18" 18" 18" 1" 11-3/4" 23" 34" 45" 56" 67" 78--1 j4" + " t 8'-0" 21" 18" 18" 18" 21" 1" .11-3f4" 23" 34" 45" 56" 67" 78-1 j4" 00 1.82 DIA. X .50 STEEL ROLLERS 57 c� *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM -1 raj W/ .44 DlA. X 5" STEM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. OPTIONAL INSULATIONS: op BY DYPLAST ERODUCTS LLC O EPS—EXPANDED POLYSTYRENE O 1.9" X 2.19" X 3.3" X .080" U .F DENSITY - 1.05 PCF STEEJJL TRACK BRACKETS Z m N.O A X07-1107.0$ �a CONNECTED TO TRACK WITH a _. CDC I OR ) 1 j4" BOLTS & NUTS. �o (SO-25 POLY—ISOCYANURATE � � _ DENSITY = 2.0 PCF �o N.O.A. #07--0301.10 � � z � OR Lo BY 'INSULF M LL C, DENSITY = 0.92 PCF a`� c` N.Q.A. #07-1016.07 N v-2 * 14 GA. GALV. STEEL ROLLER HINGES FASTENED Wj (6) # 14 X 5/8" SMS m m MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY 0-40 0 MIN. YIELD STRENGTH = 39 KSI WITH POLYSTER PAINTED STOP COAT TRACK CONFIGURATION APPLIED TO BOTH SIDES OF STEEL, �+� � W a °a a 0 VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW H M ROOfly 12 GA. GALV. STEEL DOUBLE TRACK L c BOTTOM BRACKET FASTENED W/ (4) # 14 X 5j8" SMS �y "CRACK OP71oNS F.rigr.'dA tAD'° t' PROC'F REiYIS)I3(i 4 BOTTOM SEAL 'FLA. P£`�I' LJ59,Z a1�o�piYin$wi6ttUe'i � 1 .058 ALUM TE V C A WW Q PLA WITH 1/8" X 1" S.M.S. 0 48" O.C. :,. 1 ' 1�o0t t9ao�0I1At0 1! s�9 v �^ AND RUBBER WEATHERSTRIPPING � ro �f 9 drawing no SECTION A--A SEE SHEET 2 FOR LOCATION 98-05 OF REINFORCING TRUSSES sheet 4 of i ° o DG s DIST. Z 1-1/2" MIN. CO GE DIST. LLI 2 Z 40 4 N IL � o oW 26Y 1/4° DIA. LAG SCREWS 2�, 1/4" DIA. LAG SCREWS WOOD BU 1 AT 6" FROM ENDS WOOD BU AT 6" FROM ENDS ; G AND 11" O.C. MAX. I AND 11" O.C. MAX. qt pp � . 0 z W a g � Li CA 0 W .WOOD BUCK QONNECTION TQ WOOD SUBSTRATE °a ANCHOR SPACING 1 ro ANCHORS STRUCTURE EMBED SPACING EDGE DIST, 3/8- HLC SLEEVE BY HILTI CONC. 1-1 t47 8° 2° -3/8" HLC SLEEVE BY 'HILTI FILLED BLOCK 1-1 4° 4" y Q J 5/16" X 1-5/8" 3/8' DYNABOLT BY ITW' CONC. 1-1 2 8" 3" LAG SCREWS STEEL STRUCTURE BY OTHERS 1/2" DYNABOLT BY 'M FILLED BLOCK 1-7 8 $" 4" AT 11" O.C. MUST SUPPORT THE LOADS IMPOSED 3 8 POWER—BOLT BY POWERS CONC. 2" 8" 2" ? 000 BY DOOR SYSTEM 318" SLEEVE—ALL BY SIMPSONS CONC. 1--1 2 8° 3" ® (/) 0)0 1 CONCRETE Vc = 3000 PSI MIN. 21 Ir 5/18° DIA. BOLTS C-90 GROUT FILLED BLOCK fm 2000 PSI MW. Q z _ WITH WASHER & NUT WOOD FRAME BUiLDI� ls' o. AT t2" O.C. MAX. EDGE DIST. l� STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) `� SHALL BE FRAMED SOLID BY NOT LESS THAN N z (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER , WOOD STUDS. �O STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. 1-1/4" X 2-1/2" X 14 GA ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE "1/2- 1- 1/2" CONT. STEEL ANGLE SUPPORTING STRUCTURE. " WOOD BUCK CONNECTION TO MASONRY 12 GA' GAIN. STEEL 191 1 FLAT BRACKETS �3 LONG $ y TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE AT 12" O.C. IN DOOR OPNG. o TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO AT 18 O.C. ABOVE DOOR OPNG. GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH CONNECTED TO CONT. ANGLE 1/4" ULTRACON BY 'ELCO' WITH SPACING OF W/ (3) SPOT WELDS AT EACH SIDE 2-1-18" X 1" X 14 GA. � GAL V. STEEL TRACK 12 O.C. INTO BLOCK WALL, WITH 2WI 4 MIN. EMBED FASTENED TO TRACK PLATES 9 O.C. INTO 3000 PSI CONCRETE, WITH 9-3/4 MIN. EMBED SLOTT2EDIMS. &XLO/C8K TRUSS HD. 2-1/2 MIN. EDGE DISTANCE NUT 1/4" TAPPER BY 'POWERS' WITH SPACING OF ° r 8" O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED p °� g 3" O.C.N. EDGE3DISTANCg CONCRETE, WITH 1-3/40 MIN. EMBED ALTER Aid TRACK INSTALLATION .q ° 3/8" CONFLEX BY 'ELCO' OR 3/8" LOT BY 'ITW' WITH SPACING OP 21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED m 30 MIN. EDGE DISTANCE �kngr: JAVAQ,AH a 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF CmL PROD1JCTREV1I' 0 r 10° O.C. INTO BLOCK WAIL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. FLA. P f. t'48?92 '<, � 11" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND IA• ; 13336 ��- 1, 3, 2-1/2" MIN. EDGE DISTANCE No THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED RxpitWiwxt , WITH ALL BARSRSMALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. ''MS - �� O`� �'� g3` Itf drawing no. PREPA�AlION OF JAMBS BY OTHERS M�aati dcW+itwccGmaat 98- CI!5, sheet 5 of g - r .500 �--�•.�50 PLASTIC COMPLIES WITH DOOR PANEL SECTION 2612 OF FBC 2007 +Y 24 GA. (.024) STEEL MIN, SEE EVIDENCE PAGE o o 1,765 1.725 M' 7j16- DIA, WASHER OPTIONAL WINDOW LITES IN ANY LOCATION 40 1.144 � a + 0 X FROM SMS 21 3j4" I �,$00 IBC ?In o � 3 f 8 FROM ENDS MAX. ,176 M-- � Q,q t\/y�i jJ AND 7 O.C. MAX. WDW. WIDTH a i iii• l s EXTERIOR FRAM UStTERIOR FRAME 0 o t : " p RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION (4) #8 X N3/4 SMS °d _ , d MAX. a y s 0 1-3/$ FROM ENDS ao -j AND 6-1/2. O.C. MAX. �- Nf J tZLI !I#I B C % in( ll Ijll 175 X .062 DEEP I!P GROOVE :1:1 Ijll 00 Ck 1/4" POLYCARBONATE LEXAN j f f ` Vy •I•I BY SABIC INNOVATNE PLASTICS W !j!j NOA #08-0305.02. rn Q 00 LLI jjj• j.j z ci iii a !!!! & to ml iji! f i s! 04 ijjj i�ij 175 X .062 DEEP GROOVE ffi Ii i ; ,,; (4) s x s/4p SMS INSIDE ELEVATION U W + Ijl I f ® 1-3/8 FROM ENDS AND 6-1/2- O.C. MAX. RAISED PANEL EMBOSSED DOOR WITH WINDOWS �' z Z I J j l I I X18 X 3/4" SMS 0 3/8" FROM ENDS 175 X .062 DEEP AND 4-1/2. O.C. MAX. GROOVE m0cm �. c� �e #8 X 3/4- SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. r_ -�— oo .—.. P19r. JAVAD AHMAJ) eq 7j16- DL4. �t = __ __ -__ _ --= CIVIL WASHER PR4DI'JG*�') ViS1rD - , — A 5�92 asaa «dmtba>! s - � DOOR PANEL 8xpineMoa ��5' v R EXTERIOR 24 GA. (.024) STEEL MIN. DOOR PANEL 15/16- MIN. O.L. OPG. fi By drawing no. 24 GA. (.024,1 STEEL MIN. GLAZING SITE �u�� lfi WINDOW WIDTH U 98-�5 sheet 6 of 6 4 P CITY ma M 1601PY • jj!�rR". Snores Villa9e v ID V? APPRp��p 1NG DEPT Z0� EST Wt t pU-�DERP�- B�o�� ttFr�c� ras SuR�E°T :�o°C.iv1P � PTE A to T