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WS-12-903Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 173809 Permit Number: WS -5 -12 -903 Scheduled Inspection Date: June 21, 2012 Inspector: Rodriguez, Jorge Owner: REICH, WILLIAM & LAURA Job Address: 138 NE 108 Street Miami Shores, FL 33161- Project: <NONE> Contractor: JB GARAGE DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)216 -1942 Parcel Number 1121360090050 Phone: (305)751 -3642 Building Department Comments NEW GARAGE DOOR Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 20, 2012 For Inspections please call: (305)762-4949 Page 9 of 12 V 1aLtr— BUILDING PERMIT APPLICATION FBC 20 Lo Permit Type: BUILDING OWNER: Name (Fee Sim p le Titleholder ) : ++ -- `` % \ �� gel C.L Phone #: 3 5 '- 733° 42_ Address: 13% NE i s+ f i City: 1 S �r@ S State: Zip: �` j b Tenant/Lessee Name: Phone #: Email: INre f e_1 C'' L (3 Wt.AY l . c t94M JOB ADDRESS: (3? N E t O? Si- City: Miami Shores County: Miami Dade Zip: 3 1 ( 1 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: 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 Permit No.UJS I IO 3 Master Permit No. RECEJVED MAY 18x,012 CONTRACTOR: Company Name: Z C € Dtor 5 +-VAC Phone #: .gos 22 - 7871 Address: '1 LI S N . e 9 Ave, City: t`(u.(.e.-CL 6arc12.I -t 5 State: PL Zip: 33o Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ` /dc). Square/Linear Footage of Work: Type of Work: Address DAlteration DNew - 'ls epair/Replace DDemolition �� Description of Work: , ktai 6--etrage boo r COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * ** * * * ** * ** ** *** * * ** * * ** Fees * ****** ** *** * ** * ** r** * * * * * ** *. ****t*** ** * * ** Submittal Fee $ S,. ermit Fee $ /ft 4:7' a CCF $ CO /CC $ iF "� Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ b a '°" 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." 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / , _ .' 4 L Signature Owner or Agent The foregoing instrument was acknowledged before me this day of /7/ii'( , 20 /4-by W / 47i Contractor The foregoing instrument was acknowledged before me this , day of ,20,by who is personally known 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 and who did take an oath. NOTARY PUBLIC• / luuurn,� NOTARY PUBLIC: Sign: �0, , : '' = Sign: Print: = r„ ' C� ��� = Print: : P), lF! $41/0 4. My Commission Expires: .sF•,130f9�;. �. 111114Alm. -`k:F *::fir *:�YiYiY�Y:Y #�r:Fae�e�eu My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) NOTES 48 x4Hxlj4I steel col. concrete fiUed .'typ• of 4 "x11-8Y2" :. `conc. cot. *5 vent. & +3 bes; tt c.c. dowel into exist: beam and wall 4 *5 it beam is *5 V V-0" o.c. 236 :nran • ... riliNgarAtil existing elec. panel c alc essof AL- FAROOQ CORPORATION CAN (EB) *3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :JB GARAGE DOORS PROJECT :WILLIAM REICH - 1312 NS 05 -07 -2012 flofr I of sT S FL 33► � I n WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -10 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V RISK CATEGORY FCT. I : EXPOSURE CATEGORY MEAN ROOF ELEVATION H : TRIBUTARY LOAD AREA A : Kh = 1.03 Kd = 0.85 Kzt= 1.0 175 MPH 2 (Table 1.5 -1, p2) D ( Sct. 26.7.3, p251) 15 FT. 21.33 FT"2 Li-1/115) (TABLE 30.3 -1, p317) (TABLE 26.6 -1, p250) (TOPOGRAPHIC FACTOR - FIGURE 26.8 -1, p25 VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd V"2 = 68.64 PS GCp COEFFICIENTS (FIGURE 30.4 -1, P335) ZONE 4 = +0.94 ZONE 5 = +0.94 -1.04 -1.28 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11 -1, P258) DESIGN PRESSURE P = Qh(GCp - GCpi)x.6 ZONE 4 = + 46.2 PSF - 50.3 PSF ZONE 5 = + 46.2 PSF - 60.3 PSF wS -- LO5 Miami Shores Village APPROVED BY DATE ZONING DEPT IGA1111_. WITH ALL RULES AND REGULATIONS FEDERAL BLDG DEPT `;11R,1CT TO COMPLIANCE it AND COUNTY (AS PER FBC 1609.1.5) Fo,2 ( u S z GCsseCkC, t02 ©NLy. MAY 0 8 2012 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 (Reinforced) Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01-05, titled "Sectional Garage Door ", dated 01/19/2001, with last revision E dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al- Farooq" Corporation, signed and sealed by Javad Ahmed, 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 ofthis 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 i# 11- 0118.19 and consists ofthis 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 �Yww.njlt- mtiladi r i4, 67/2"/g4jxa NOA No. 12-0110.13 Expiration Date: October 4, 2016 Approval Date: March 1, 2012 Page 1 DAB Door Comvaay. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -05, titled "Sectional Garage Door", dated 01/19/2001, with last revision E dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • TESTS "Submitted under NOA # 09-0128.05" 1. 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 # 08- 1106.05" 2. 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- 2149AB, dated 06/27/2008, 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 # 09-0128.05" 1. Anchor verification calculations prepared by A1- Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Hutnayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0110.13 Expiration Date: October 4, 2016 Approval Date: March 1, 2012 DAB Door CQmpanv, 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. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. "Submitted under NOA # 0S-022802" 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 Bum 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. E -2 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0110.13 Expiration Date: October 4, 2016 Approval Date: March 1, 2012 DOOR HEIGHT CONSISTS OF 5' -8" 2 SECTIONS 18" 2 SECTIONS 21" 8' -9" 1 SECTION 18" 3 SECTIONS 21° 7' 4 SECTIONS 21" - 7'-3" - - 7'-8" 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" 8' -8" 1 SECTION 18" 4 SECTIONS 21" 8' -9" 5 SECTIONS 21° - 9' 6 SECTIONS 18° - 9' -3p 5 SECTIONS 18" 1 SECTION 21" 9' -8" 4 SECTIONS 18" 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18° 4 SECTIONS 21" 10' -3" 1 SECTION 18" 5 SECTIONS 21" 10' -8" 6 SECTIONS 21" - 10'-9" 8 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' -3" 4 SECTIONS 18" 3 SECTIONS 21° 11' -8" 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" 8 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" 8 SECTIONS 216 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -6° 1 SECTION 18" 8 SECTIONS 21" 16' -9" 9 SECTIONS 21" - 16' 6 SECTIONS 18" 4 SECTIONS 21" 7 -1/2" X 3" X .071" GALV. STEEL W/ (4) END R0 X ISMS 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 OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE CENTER STILE r -�- A 11 11 11 11 ILINAM 7-1/2° X .071" GALV. STEEL CENTER W/ (4) #14 G X 1/2" SMS 3 I J 2 p y .1" X 1-1/2" X 8 -1/2 X .1 STEEL FASTENED TO END STILE WITH (2) #14 X 3/4" SMS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO. 1 SAFETY FACTOR CENTER STILE OUTSIDE HANDLE 1" W X .15" THK. LATCH Z cn 0 SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 1/2" S.M.S. --5J8" MIN. LOCK ENGAGEMENT CONFORMS TO C 1012 REGARDING GARAGE DOORS 1 OPTIONAL VENT _ (3) 5" WIDE AT 7° 0.0. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. BRACKET STD. LIFT DOOR BRACKET LOW HEADROOM DOOR OPTION COLONIAL DESIGN OPTIONAL FLUSH FACE WOOD GRAIN DESIGN MAX. DOOR WIDTH INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR 7-7/8" X 3 -1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS DAB DOOR MODEL 824 LMAX. SIZE 9'-4" WIDE X 16' —O" HIGH END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS 18T X .8W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR MAXIMUM DESIGN LOAD RATING = + 62.0 PSF (DOORS WITHOUT WINDOWS) — 70.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE 1. GENERAL NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS QF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMB DMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. 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. MAXIMUM DFSIGN LOAD RATING = + 55.0 PSF WJTh YVINDQWS) - 64.0 PSF . Engr: JAVAD AHMAD FLA . P V • '70692- ' CAA ' (ILL ? IA drawing no. 01 -05 (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 STOP MOULDING BY DOOR INSTALLER #14 X 5/8" SMS 4 PER HINGE EDG ` DIST. °. 4 SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 1/2" X 1 -3/4" X .059" FORMED STEEL - -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS @ 12" 0.C. 3/4" X 2" X 2 -1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3/18" ALUM RIVETS SEE DETAIL ABOVE 1 -7/8" X 2 -5/8" X .046" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/18" RIVETS X # /4H NG/ 8" S.M.S. 1 -3/16" 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING POP RIVETS III rJ i m= 24 GA. STEEL PANEL 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 8) 3/8" DIA. HLC SLEEVE BY 'HILTI' 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 EDGE CONCRETE f'c - 3000 PSI MIN. DISTANCE C -90 GROUT FILLED BLOCK f'm t. 2000 PSI MIN. ti • ; > q-°51 -3/16 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 .071" GALV. STEEL CENTER HINGE SECTION B -B INTERIOR SIDE 7 -1/2" X .071" END ROLLER HINGE ANCHOR TYPE A OR 8 (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4 -20 SS BOLT & NUT 1.82" DIA. X .50" 'RO4.LERa W/ .44 DIA, X 41 j4k STEM Engr: JAVAD AHMAD LA} PE '70592 G.A.N.. 538 PRODUCT' REVISED IM• O* Code Me•Piance No 2 *OH Rviationi, ay •!'.'.:.. . hot* Cononoi re'Nu F" E3 ga O g eza 8g h 0 O 9-0E 0 4 e. e J 46 ) 0_ O a W c5 Z O in oD 0 r+1 Z zc 00 W to o a 1 O 3• 02 s 8 5 1 2 0 drawing no. 01 -05 sheet 2 of 5 1 ' C 0 r N 0 co N 0 t0 POP RIVETS 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 W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. 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 HORIZ. TRACK SUPPORT, 5/16" SLEEVE ANCHORS CENTER SUPPORT REQD. ON DOORS WITH 1-1/4" EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT 3 PER BRACKET 1I A .., 1 2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATES WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE' A �- FASTENED TO TRACK Cl! WITH (4) 1/4 -20 SS. BOLT & NUTS CHORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" Mir l ff 2" X 5 -1/2" X .104" GALV. STEEL FASTENED W/ (4) # 14 X 5/6" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM 000R 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 SECTION A —A 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.D.A. #07- 1107.08 OR ISO -25 POLY- ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07- 0301.10 OR BY 'INSULFOAM LLC' DENSITY s 0.92 PCF N.O.A. #07- 1018.07 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH m 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48" 0.0. AND RUBBER WEATHERSTRIPPING 0 s 0 ce cV 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" 0.0. REST AT 9" O.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 81 82 83 B4 85 86 87 138 6' •O" 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" 56" 67" - 7'-0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7' -6" 18" 18" 18" 18" 18" 1" 11 --3/4" 23" 34" 45" 56" 67" 78 -1/4" 8'-0" 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 000RS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" 0.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 LIES , TANDARD LIFT LOW HEADROOM DOUBLE TRACK 46U TRACK OPTIONS .Eoggr,: JAVAD AHMAD IViL F �p 1(?.k 8 g2 PRODUCT' REVISED as complying wade Florida .. Building Code • AcoepinitasNo ,Z• • /- � 1, Expiation 141).: P'u1�+ By MiNnti tehiu Qz rt 8u 0 E,E P§9 Iti "J Q 4w 2 FAX (305) 262.6978 0 (1) n0 0 g < LL — w (D (/) 0) p t Q 3 c X an N =0 t i O G 1 U 2 .Q iA 0 0 0 0 0 1 CO 0 0 tat 0 drawing no 01--05 (sheet 3 of 5 r ai 1 • 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 BE,' ca WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO 11E BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE, WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL 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 16" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED 13" O.C. INTO 3000 PSI CONCRETE, WITH 1 --3/4" MIN. EMBED 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 11" 0.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED 13" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LDT BY 'ITW' WITH SPACING OF 23" 0.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILT(' WITH SPACING OF 13" 0.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EMBED, 4" MIN. EDGE DIST. 15" 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 FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO 11E BEAMS ALL BARS SMALL BE CONTINUOUS FROM 11E BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHER$ 5/16" X 1 -5 /8" LAG SCREWS AT 12" 0.0. 1-1/2" STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 6/16" DIA. BOLTS WITH WASHER & NUT AT 12" 0.C. MAX. 1-1/4" X 2 -1/2" X 14 GA CONT. STEEL ANGLE Z f2 0 t o u. o f 0 t f 01Q g O o 63 °� d w. etEl ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8" 2" 3/8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1/4" 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1 -1/2" 8" 2 -1/2" 3 -3/4" 3/8" DYNABOLT $Y '1TW' FILLED BLOCK 1 -1/2" 8" 3/8" POWER -BOLT BY 'POWERS' CONC. 2" If 1 -7/8" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1 -1/2" 8" 1 -7/8" EDGE DIST. CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f m *+ 2000 PSI MIN. 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12" 0.C. IN DOOR OPNG. AT 18" 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 2-1/8" X 1" X 14 GA. GALV. STEEL TRACK FASTENED JJ (2) D 1M TRACK PLATES SLOTTED 1M /S. &X LOCK NUT S HD. ALTERNATE TRACK INSTALLATION En{1n JA AD ! AH. OVIL AA. PE 70592 G.A.N. . c'• ' PRODUCrREVISED so weoplythe **the Florida, Oade Awesome-No 0 101 f1 1 .i 6 a 0 S 0 M Q�S aa)w (1) O) 0 1 tO z3 0 = LO r-� N c r 0 a 8 1 0 1 to 0 U z rp 4 8 0 0 m 8 d 1J drawing no. 01-05 (sheet 4 of 5 0 6 1 DOOR PANEL 7-24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER 1 glatt_V11141WAki‘Vi! -JP 7.17 1 i , 111! Askt1■00 It\ -1111 A It till 1 . 1 ,41V111141011DAW;1111, 1 rl 0 vir lLC i• 1 i 1 Hil 1 i! i li!i !!!! Hi! i • I • :I :I • !Hi !! 11 Hi! 1- I • :1:1 !I!' kii liul, 1! •1:1 10! 1 I11 :1:1 I'l• •1:1 ii!1 1iii, I !1! •1;1 Ji i )c111:j: / 1,1\1, MIMI, ll If t I • I 1 : ! : / 'ALtil,1/441011S.t es ' I 1.1 I: 1 I I I I I i I 1 : • : 1 1 / I ) / i 11 1 / I' ilf / ; / W.. II kt1 I\I T-t-e iiiVOlik i k . ‘ ily, 1 1 #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. (4) #8 X 3/4" SMS 0 1-3/8" FROM ENDS AND 6-1/2» D.C. MAX. .175 X .082 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08-0305.02. .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS 0 1-3/8" FROM ENDS AND 6-1/2" 0.C. MAX. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" 00 MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 4-1/2" 0.C. MAX. • * 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. 1.144 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION 17441474111PV: snernen-A.r.s.,...n="ingr, vw.g..r.lcf_NcentST ••■■.,.....rovemo.f.sornazo, DOOR PANEL 24 GA. (.024) STEEL MIK- " • "L. .11,11111111,11.11111., INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS Alosona1/4"ocantolfinus. .175 X .082 DEE GROOVE 15/16" MIN. GLAZING BITE WINDOW WIDTH EXTERIOR D.L. OPG. • JAVAD AliW)D CIVIL PRODUCT /AMID • as complying *I* the Florida -e Acospartoo 1,410 4 _ Eltpriatt. a re 0 0 a Lu tn 1 drawing no. 01-05 (sheet 5 of 5