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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: PERMIT NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 Sq (772) 462-1553 � F WINDOWS, SKYLIGHTS,IS FOR WING DOORS, PLACEMENT OF 9t L4o��� Z & OVERHEAD GARAGE DOORS GLASS DOORS O�04- I. LOCATION/SITE ADDRESS: 8a08 lelm& {�Ve- 2. PARCEL ID NUMBER: 1 301- 606- 0010 - 000 -0 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: for % I IGC �LtlCt G� Aplti� 4. TYPE OF STRUCTURE: SFR ✓ MOBILE HOME 5. OWNERS INFORMATION ' Name: la s c hi Address• 0 Deland Rue City: Toff Puce State: F1 zip: 3q951 Phone: 776?-201-1262 Email: �_ )Q jA OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: C,R 3?j County Cert #• Q1006 d>oa 4ac;S�. t` Business Name: Phone Number: Email: Q1 �k COMPONENT ID. WINDOWS PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR I -60 1 Nol} 12 - 0 110. 06 [] Attach 2 copies of the Product Approval With details to the product being used. VALUE OF CONSTRUCTION: $ I350— FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating constru n and zoning. PRINT OWNPR OR CONTRACTOR/QUALIFIER NAME SIGNAT E OF O ER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF 6I'2yav a ACKNOWLEDGED BEFORE ME THIS DAY OF M&I , 20_LLJ, BY GecxAe s hW-1 WHO I PERSONALLY KN WN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: 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. sMUMA W �s * (1 ' ' f4Y 0'0MMiSSI0E1;t tt 146303 r EN.PIFIES Navember 14, 2Ui 5 F; rr of Bonded Thru Notary ('ublic Undvir iters fix? 5-Qib© FILE COPY . MIAWDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 209 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade,QoyJpera� DAB Door Company, Inc. 12195 NW 9e 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: 91- 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 prooess. 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. -------- NOA No.12-0110.06 MIAMI-DADECOUNTY Expiration Date: August 9, 2016 I Approval Date: March 1, 2012 go I �r Page 1 A 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 Fined 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 084182, 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 Al-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) wolyra, P.E. Product Control Examiner NOA No.12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E-1 DAB Door Comuany, 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 Insuifoam, 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 -CI 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. ioz�lzll o I z 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 I ' DOOR HEIGHT CONSISTS OF 8'-8' 2 SECTIONS 18- 2 SECTIONS 21" 6'-9' 1 SECTION 18' 3 SECTIONS 21' 7' 4 SECTIONS 21' - 7•-3' - - 7'-8" 5 SECTIONS 18" - 7'-0" 4 SECTIONS iB' 1 SECTION 21' 6' 3 SECTIONS 16" 2 SECTIONS 21' a' -a' 12 SECTIONS 18' 3 SECTIONS 21' 1 SDCRON 18' 4 SECTIONS 21' 8'-9" 5 SECTIONS 21" - 9' 8 SEC110Ns 16" - 9'-3" 5 SECTIONS 19' 1 SECTION 21' 9•-6" 4 SECTIONS 18" 2 SECTIONS 21' 3 SECTIONS 18' 3 SECTIONS 21" 10' 2 SECTIONS IV 4 SECTIONS 21' 10'-3" 1 SECTION 18" 5 SECTIONS 21' 10'-6' 6 SECTIONS 21 - 1D'-9" 8 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS 18' 2 SECTIONS 21" 11 -3" 4 SECTIONS IS' 3 SECTIONS 21" 11'-6• 3 SECTIONS Ur 4 SECTONS 21" 11'-9" 2 SECTIONS IV 5 SECTIONS 21" 12' 1 SECTIONS 18' 8 SECTIONS 21" 12'-3" 7 SECTIONS 21' - 12-6" 6 SECTIONS IV 2 SECTIONS 21' 12•-9' 5 SECTIONS 18" 3 SECTIONS 21' 13, 4 SECTIONS IS- 4 SECTIONS 21' 13'-3' 3 SECTIONS 1W 5 SECTIONS 21• 13'-V 2 SECTIONS 16" 6 SECTIONS 21" 13'-9" 1 SECTION IV 7 SECTIONS 21' 14' 8 SECTIONS 21" - 14'-3' 6 SECTIONS 16" 3 SECTIONS 21' 14'-6" 5 SECTIONS 18' 4 SECTIONS 21' 14'-9• 4 SECTIONS IS' 5 SECTIONS 21' 15' 3 SECTION5.1S" 6 SECTIONS 21' SECTIONS 18" 7 SECTIONS 21' 15'-6' 1 SECTION 19" 8 SECTIONS 21" 15'-9• 9 SECTIONS 21• - 18' 6 SECTIONS 1B" 4 SECTIONS 21' 7-1/2- X 3- X .071" GALV. STEEL m END ROLLER HINGE W/ (6) y 14 X 5/e' SMS m m Om 4.�071" X 7-1 2• CALV. STEEL % (4) 614 X 1/2• SMS 2% DOOR Y�-1'WX.15'THK.0 SPRING LOADED SLIDE BOLT LOCK ( FASTENED W/ (4) 1 14 X 1/2' S.1 5/8- MIN. LOCK ENGAGEMENT CONF FBC 1012 REGARDING GARAGE DOOF 158 DIA. GALV. AIRCRAFT TYPE LE & NICO-PRESS SLEEVE W MIN. 5 TO 1 SAFETY FACTOR 6'X 3'X0.1• 1 STEEL PLATE Lj WITH (2) /14 X 5/6' SMS BRACKET STD. UFT DOOR CENTER STILE WITH Iv LOCK BAR GUIDES I�j `INSTALLED ON END STILE WITH (4) #14 X 5/8- SMS A ST X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE G m TOP FIXTURE 5-1/2- X 2-3/4' X 0.1' STEEL PLATE WITH ONE 5/16-18 MS W/ NUT rns¢rvw w cnu alu.c nun OPTIONAL UUOR VIEWER (6) #14 X 3/4' SELF DRILLING SCREWS TO BE INSTALLED AT CENTER STILE CENTER STILE � r 1 1 � ` = 25 = N � - Q rCH 1` m IOTH SIDES) — - RMS TO r I I N OPTIONAL VENT L — A (3) 5' WIDE AT 7' O.C. MAX. OPTIONAL FLUSH FAI OPENING AREA NOT TO EXCEED COLONIAL DESIGN 120 SQ. IN. WOOD GRAIN DESIGN MAX. DC -)OR -WIDTH BRACKET INSIDE ELEVATION LOW HEADROOM RAISED PANEL EMBOSSED DOOR DOOR OPTION X 3-1/8' X .010- LATE I #14 X 3/4- SDs ,` DAB DOOR MODEL 624 GENERAL NOTES L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING '`HIGH V_ELO_CFIY HURRtCANE_ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT 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. a 0. 00 O O M w g Z_cn a rj U) cn p I z Of E U O z n In m�Q 0 �2� MAX. SIZE 9 -4 WIDE X 16 -0 HIGH DESIG PRESSURE RATING = + 50.0 PSF 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT ""Met ��',�O\� ProduNCamol draw 0� 01 1 _09 I FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE - 0.55 S.C. 1 I 1 1/2° MIN. 1-3/16" 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2-1 " X 1" X .078" (l V. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/C JEO X 5/0' TRUSS HD. SLOTTED M.S. & LOCK NUT I .024" STL. PANEL OUTSIDE OF e� EL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' W X 1-5/88 IAO SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE LLY THREADED) POSITIONED AT EYE LEVEL PER BRACKET OPTIONALSTOPMOULDING PT� R /14 X 5/8 SMS 3 4" X 2" X 2-1/2" X 18 GA 6 PER HINGE 3(NE) STILE, CONVECT TO PANEL 1/2° X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/18' ALUM CLUED TO PANEL AND SECURED TO SEE DETAIL END STILE WITH 3/16" POP RIVETS O 12" O.C. 1-7/8" X 2-5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/18' RIVETS POP 11I1ETS7 r 4/4HX 5 8' S.M.S. 7-1/2" X .050° GALV. STEEL J CENTER HINGE 7/1C PUSHIN SECTION B-B INSTALLED ON ROLLER SHAFT INTERIOR SIDE 24 3/1 FLAPS BENT OVER 1/2" PUNCHED fctu ` ml Q� �0 0t Co g&Q1 o0;a ILZy-'t`'j f LEND STILE p 00 ANCHORS: A) 3/8" DU POWER -BOLT BY 'POWERS' o W M M 2' MIN. EMBED INTO CONCRETE 0QQ7 Q 1-7/8' MIN. EDGE DISTANCE Z H B) �3/8' DU HLC SLEEVE BY 'HILTI'00 1-1/4' MIN. EMBED INTO CONCRETE OR FILLED BLOCK z N 01 in 1 w ,o 1-5/8' MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK F O Z EDGECONCRETE re a 3000 PSI MIN. '-DISTANCE i C-90 GROUT FILLED BLOCK Am 2000 PSI MIN. U VWj Q N o�2 � nI Inl I- 1 7-1/2" X Y X .071'J \ END ROLLER HINGE 1.e2' DIA x .so" NYLON/STEEL ROLLERS W/ .44 DW. X 4-1/4' STEM TYPE A OR B BRACKET ET 3 FOR BRACKET SPACING SS BOLT & NUT FRODUCTRawsm gg 4 �C N 5538 92 .. WitlLtlN f7odY g i amwiwm dacatd drawing no. ` 01-09 IN 0 ro 2' %POP RIVETS 5/18' X 1-5/8' LAG SCREWS INTO WOOD OR 1f 2-3/4" X 5-1/2" X 3' X .104' 5/16" SLEEVE ANCHORS V. STEEL WITH 1-1/4" EMBED INTO MASONRY\ TOP ROLLER BRACKET (DOUBLE) 3 PER BRACKET FASTENED W/ (6) / 14 X 5/8' S.M.S. 090 THK. GALV. STEEL ADJUSTABLE 2-1/2' % 4-1/4" X 13 CA. STEEL PLATES SLIDE FASTENED TO BRACKET / 5/16-18 X 3/4' HEX HEAD - - WELDED TO 1-1/2" X 1-1/2' X 14 GA. ANGLE SCREWS & NUTS. FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & 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 2" X 5-1/2IvX .104" .STEEL FASTENED OLLER B/�ETFR 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/I6' MEETING RIB FT ' DIA X .50" ROLLERS .44 DIX X 4-1/4' STEM OPTIONAL INSULATIONS: 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 DENSITY - 0.92 PCF N.O.A. /07-1016.07 14 G4. GALV. STEEL ROLLER HINGES FASTENED W/ (4) 014 X 5/8° SMS MIN..024" ROLL FORMED STEEL PANEL DRAWING QUALITY C-40 MIN. YIELD STRENGTH - 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) 014 X 5/8' SMS _ BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1' S.M.S. 9 48" O.C. SECTION A -A AND RUBBER WEATHERSTRIPPING HORFL. TRACK SUI CENTER SUPPORT REOD. ON EXREEDING 8 FT. IN I 11 II A — l II A_-J = OPENING HEIGHT PLUS 12" 4 GA GALV. STEEL TRACK 2 X 2 X 1/8' HORIZ. ANGLE SPOT WELDED TO HDRIZ. TRACK WITH TWD WELDS AT 1-1/2' APART FIRST AT 3" O.C. REST AT 9' O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-16 X 3/4' BOLT & NUT AND TO SPRING SHAFT GUIDE WTIN (2) 1/4-20 X 5/8' BOLT & NUT VERTICAL. TRACK _,"JF 2-1/8' X 1' X .080" SECTION A -A DOOR HEIGHT * SECTION HEIGHTS 1ST 2ND 3RD 4TH 5TH BRACKET PLACEMENTS B1 82 B3 94 B5 86 B7 B8 6'-0" 18" 18" 16" 18° A 1' 11-3 4" 23" 34' 45' 56" 67' — 6'-6' 21' 18" 18" 21° /A 1' 11-3/4" 23' 34' 45° 58' 67" — 7'-0' 21" 21' 21" 21" N A 1' 11-3/4" 23" 34' 45" 55" 67' — 7'-8" 18' 18" 18" 18" 18" 1— 11-3/4 23" 34" 45' 56" 87" 78-1/4" 8'21" M" 18' 18" 21' 1' 11-3/4" 23" 34° 67° 78-1 4" ­btl:Ln1NJ ML NUMULRLU JIMIINI Al Inc oVIIVm FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10- O.C. 2.19'X3.3°X.090' TRACK BRACKETS u JTEDGH TO TRACK{ V BOLTS & NUrs. FLA PE CAN. :� I LY !2O O O 17 0 41 M a LT ziFV O 03� F Oz QN� F rowing no. 01-09 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 BETFER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEOVACY OF THE SUPPORTING STRUCTURE. TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2XB 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 2W O.C. INTO BLOCK WALL, WITH 2-1/4' MN. EMBED 16' O.C. NTO 3000 PSI CONCRETE, WITH 1-3/4" MN. EMBED 2-1/2' MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 14' O.C. INTO BLOCK WALL, WITH 1-1 2' MIN. EMBED 16' O.C. INTO 3000 PSI CONCRETE, H 1-3/4' MIN. EMBED 3' MN. EDGE DISTANCE 3/8' CONFLEX BY 'ELCO' OR 3/8" LOT BY 'ITW' WITH SPACING OF 24' O.C. INTO 3D00 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. EMBED, 4' MIN. EDGE GIST, 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 FOUR 5 BARS EMENDING 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- LAO SC AT 12' 1-1/2- STEEL STRUCTURE BY OTHERS j MUST SUPPORT THE LOADS IMPOSED 1 BY DOOR SYSTEM f 5/18' DUL BOLTS WITH WASHER & NUT AT 12' O.C. MAX. ED dh I •• 1- X C0 4STEEEL ANGIlE 14 GA 12 GA GALV. STEEL MT BRACKETS 33' 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 ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DISf. 3 8 HLC SLEEVE BY HILTI CONC. 1-1/4- SLEEVE BY HILTI FILLED BLOCK 1-1 4' 8' J B DYNABOLT BY ITN GONC. 1 3 8" DYNABOLT BY FILLED 8LOCK 3 B POWER -BOLT BY POWERS GONG. 3 8 SLEEVE -ALL BY SIMPSONS CONC. 1-1 2 8' 1 1-7/8 CONCRETE Yc - 3DDO PSI MIN. C=9O,GROUT FILLED BLOCK I'm = 2000 PSI X 14 GA. RACK TRACK PLATES OX5 Q. TRUSS HD. Ae L K NUT z F Sao � a �o 0t v Vo a o W2� PRODUC REVrAll II Y Go 0 M M Q �.1 Z ~TIT b row O Tn 0) O 1 K 030'� 0 z N M� � mQm W r�PliaBwhomeFlaidl 4 9 � M maw drawing o. 01-09 --- .5DO p--i-.250 V * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 ' DOOR PANEL SEE EVIDENCE PAGE 24 GA (.024) STEEL MIN. O o F 1.765 1.725 Q y Q O ♦r 7/16" DIA. WASHER IA44 a O 15o M� I O CI JJ6 % 3f4" SMS FROM ENDS 21 3/4" F�•800 Q o o O0 3/a MAX. .176 G ca Q C A 1 AND 7" D.C. MAX. wDW. WIDTH INTERIOR FRAME a '1 iii! 1 ! * EXTERIOR FRAME o I 18 1/a" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a 3 d n (4) �6 X 3/4• SMS a x -J MAX, ILL Z m - I :!: 0 1-3/a' FROM ENDS o D.L.O. Z J � try III! l �1 AND 6-1/2" O.C. MAX. Q lil el F 1 0 L jll P�cm C 175 % .062 DEEP GROOVE OO OONAT Bui /Y4SABIC INNOVATIVEE PLASTICS LEXAN I i l i NOA J(Oa-0305.02.OD U x a lA a � I111 � � o � j -' (/J OI p I — 0 0 �l ;ili F O z 0 47 !i!i N O 'n l 175 X .062 DEEP GROOVE EZI LEI INSIDE ELEVATION ffi g, (4) pa % 3/4" SMS 3 ' III 0 1-3/B" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS u `? g AND 6-1/2" O.C. MAX. LIJ s6 X 3/4• SMS C J/a" FROM ENDS 175 % .062 DEEP © `!` AND 4-1/2" D.C. MAX. GROOVE n 6 $ ry � r #8 X 3/4^ SMS ' J ON 3/a" FROM ENDS _ �- -��- . AND 7" O.C. M. E --- i gN. JAWMAD. . MODUC I REVIUL) _ ....... ............ CMl eaNVIYNa�MeFl dh q 7/16" DIN. WASHER \� ____ _ _ _ _ Fl/L PE t'7-0^592 B¢Ilftcu& S I I iCAN., mot 5 AaOegabe No i% io Gib $ N }` DOOR PANEL EXTERIOR DOOR PANEL 24 GA. (.024) STEEL MIN. 15/16" MIN. D.L. OPG. N drawing no. 0 1 _09 ��24 CA (.024) STEEL MIN. GLAZI(!C BITE j'