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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: PERMIT NUMB r)-� •1912.o,7 74 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, Fl. 34982 (772) 462-1553 SCAN//, St & - APPLICATION FOR REPLACEMENT OF Ucie C WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS °linty 1. LOCATION/SITE ADDRESS: 4__�Cc 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: X--( 4. TYPE OF STRUCTURE: SFR MOBILE H ME OTHER � S. OWNERS INFORMATION 6. Name: Address: City: Fit'-`CCe State: _EL, Zip: ��l rJ Phone: H �o L4 �p R CONTRACTOR'S INFORMATION FL Reg/Cert #: CountyCert #: \ Q(jC)—t Business Name:-"-, Phone Number: �-i �P��7103� -- Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 30 mph 40 mph Windows & Skylights . Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size i x—I -t'31v4 — y y �C"16 —ol��.O Z C- Size 7. VALUE OF CONSTRUCTION: $ k \ QQ . C�J FEES DUE: RECEIPT: owNEB1s AFFWAVIT: 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 construction and zoning. 111 L 1 I -er � %�' PRINT QUALIFIERSIOWNERS NAME SIGNATURE-F Q ALIFIEWOWNER STATE OF FLORIDA, COUNTY OF S-\- \-vCG\ e ACKNOWLEDGED BEFORE UE THIS \ \ DAY OF Sops\ . 201 . BY �P1.��i�C t\_`\'�VHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. 07rJ�1�J� SIGNMME OF NOTARY TYPE OR PRINT NANS OF NOTARY TITLE: NOTARY PUBLIC CONWSSIONNUNBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING tsar Puo TIFFANY A. LEE * * MY COMMISSION 9 DD 985525 EXPIRES: April 26,2014 �'+rFOF FtoeOp Bonded Thru Budget Notary Services ST. LUCIE COUNTY Vinyl Siding 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 [] Attach 2 copies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .............................................. 2. PARCEL ID NUMBER: ........................................................ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION: ................................................. 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION ............................................ Indicate the street address, or general. location, of the property on which the building activity is taking place. Indicate the Property Tax Identification Number for the property on which the building activity is taking place. Briefly describe the building activity under permit application. Indicate the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the buildingtconstruction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated valueof construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the. scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 OPY' ILE C l- 1 M'®D�►DE d ©q % MIA-DADE COUNTY, FLORIDA I / METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/bufdingcode DAB Door Company, Inc. 12195 NW 98h 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: 16'-2"Wide x 16111igh Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 02-21, titled "Sectional Garage Door", dated 09/10/02, with last revision E dated 01/06/10, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 09-0128.02 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. 10-0216.04 MAMMA COUNW Expiration Date: July 21, 2015 Approval Date: March 31, 2010 �jl Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 02-21, titled "Sectional Garage Door", dated 09/10/02, with last revision E dated 01/06/10, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door.with Windows", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1328, dated 07/15/03, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test Report on Uniform Static Air Pressure. Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1329, dated 07/15/03, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/31/03, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 05-0228.02" 4. 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 08/17/98, signed by W. A. Jackson, P.E. ".`Submitted under NOA # 03-0210.04" C. CALCULATIONS 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. "Submitted under NOA # 09-0128.02" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) Carlos M. Utrera, P.E. Product Control Examiner NOA No. 10-0216.04 Expiration Date: July 21, 2015 Approval Date: March 31, 2010 E-1 DAB Door Comnany. 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 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07'and expiring on 11/29/12. 3. Notice of Acceptance No. 07-1101.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 02/28/08 and expiring on 01/11/12. 4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. 1. 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 09/27/04, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/04 signed and sealed by I. Ghia, P.E. 3. 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 05/06/04, signed and sealed by J. L. Doldan, P.E. "Submitted under NOA # 05-0228.02" F. STATEMENTS 1. Change of engineer letter issued by Al-Farooq Corporation, dated 01/08/10, signed and sealed by Arshad Viqar, P.E. 2. No change to product letter issued by DAB Door Company, Inc, dated 02/09/10, signed by Roseanne Berger. 1. Statement letter of code conformance issued by Al-Farooq Corporation, dated 12/05/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al-Farooq Corporation, dated 12/05/08, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 09-0128.02" Carlos M. Utrera, P.E. Product Control Examiner NOA No. 10-0216.04 Expiration Date: July 21, 2015 Approval Date: March 31, 2010 E -2 7-1/2' X 3' X 071' ID GALV. STEEL END ROLLER W/ (6) #14 X 5/8' SMS 7-1/2' X 2-1/4' X 18 GA. GALV. STEEL CENTER HINGE W/ (4) e14 X 5/8' SMS 2/CDOOR -I' W X .15 THK. LATCH SPRING LOADED SLIDE BOLT LOCK (ROT. SIDES) FASTENED W/ (4) /14 X 1/2- S.M.S. 5/8' MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE CABLE h NICO-PRESS SLEEVE p W/ MIN. 5 TO 1 SAFETY FACTOR O 3/4-W X 5-5/8'H X .090' THK. STEEL PLATE. 1-3/8' DEEP I WITH (3) J14 X 3/4' Li 0 p SELF DRILLING SCREWS BRACKET BRACKET I STD. LIFT DOOR PUSH NUT TOP FIXTURE 5-1/2' X 2-3/4' X 0.1' STEEL PLATE WITH ONE 5/16-18 MS IN/ NUT -(6) OPTIONAL DOOR VIEWER #14 X 3/4' SELF DRILLING SCREWS ///FASTENED TO END STILE WITH TO BE INSTALLED AT ANY CENTER STILE/ TOTAL i OF U' BARS AT CONSISTS OF EACH DOOR 2 SECTIONS 18' 2 SECTIONS 21' r7a 1 SECTION IS' 3 SECTIONS 21' 3 4 SECTIONS 21" - - - S SECTIONS 10" - 4 SECTIONS 18" 1 SECTION 21' B' 3 SECTIONS 18" 2 SECTIONS 21' B'-J' 2 SECTIONS 18' 3 SECTIONS 21' 8'-6" 1 SECTION IB' 4 SECTIONS 21' 8'-9' 5 SECTIONS 21' - 9' 6 SECTIONS 1B' - 9'-3" 5 SECTIONS 18" 1 SECTION 21' 4 11'-6' 4 SECTIONS 18' 2 SECTIONS 21' 9'-9" 3 SECTIONS 18" 3 SECTIONS 21" 104 2 SECTIONS 18' 4 SECTIONS 21' 10'-3' 1 SECTION IB' S SECTIONS 21' 10'-6' 6 SECTIONS 21' - 10-9' 6 SECTIONS 18' 1 SECTION 21" 11' S SECTIONS 18' 2 SECTIONS 21' fi'-3' 4 SECTIONS 18' 3 SECTIONS 21' IV-6' 3 SECTIONS 18" 4 SECTIONS 21' 11'-9" 2 SECTIONS 16' S SECTIONS 21- 5 1 2' 1 SECTIONS 18' 6 SECTIONS 21' 7 SECTIONS 21' - 12'-6' 6 SECTIONS 18" 2 SECTIONS 21' 12'-9' S SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIONS 18" 4 SECTIONS 21" 13'-3' 3 SECTIONS 18' S SECTIONS 21' 13'-G" 2 SECTIONS 16' 6 SECTIONS 21" 13'-9' 1 SECTION IB' 7 SECTIONS 21' 14' B SECTIONS 21" - 14'-3' 6 SECTIONS 18" 3 SECTIONS 21' 14'-6' S SECTIONS 18' 4 SECTIONS 21' 14'-9' 4 SECTIONS 18" 5 SECTIONS 21" S 15' 3 SECTIONS 18' 6 SECTIONS 21' 15'-0' 2 SECTIONS 18' 7 SECTIONS 21" 15'-6' I SECTION IB' B SECTIONS 21' 17'-9' 9 SECTIONS 21' - 16' 6 SECTIONS IB' 4 SECTIONS 21" LOW HEADROOM DOOR OPTION / 7-7/8' X 3-1/8' X .DID - STEEL PLATE WITH (4) #14 X 3/4" SOS CENTER STILE-1 II II I I ICI Il�il I) II � I�il II�,II I�il I II 1 g! 1gi��1ri�11ri�11rir=���lrir�7��1� Alll®II IIII NJ L II ME , II II II®II A ILI-M-1 lI10, RA11L�--N1'� F v r v v v V A®A® A A®A 1= � v =— v 3 r I mm 4• WOOD GRAIN DESIGN EXCEEDOPNG._AREA NOT TO 1 20 SO. IN. MAX. DOOR WIDTH STILE �11 LOCK BAR GUIDES 'L INSTALLED ON END STILE WITH (4) 114 X S/B' SMS e Q 1BT X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALI. TO LOCKS SHOWN ABOVE ®® ® 8'-0" TO 9'-10" _I DOOR WIDTHS TO 11'-10" _ DOOR WIDTHS INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE DAB DOOR MODEL 824 MAX. SIZE 16'-2" WIDE X 16'-0" HIGH 24 GA. ROLL FORMED STEEL F9.0 0 d � o 0$ a � c m d C>O o OIL 0-3cDE In O i a W a 1 Z InIn n O A Q aW�f� e - GENERAL NOTES SCHEDULE 'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE CENTER STILES CONFIGURATION REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING DOM WIDTHS / OF CENTER STILES HIGH VELOCITY HURRICANE ZONE. B'-0' TO W-10' 2 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. 10'-0" TO 11'-10' 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 12'-0' TO 13'-10' 3 DRESSING OR STUCCO. 1'-0' TO 15'-10' 4 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 15'-11'To 16'-2" 5 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION ISUSEDB1 DESIGN OF ANCHORS INTO WOOD ONLY MOM MOO rIN RED R6ODUCT RENEWED IIT IT FIA. PE rvIL / 38863 d 4R1Qi3ihs aiihft Flmidm I 14'-O' TO 15'-10' I CAN. 35M Dwars Ooac FFF=== DOOR WIDTHS AT (4) SECTIONS DOORS TOP SECTION "TH 'V BAR ALL OTHER DOORS I 12'-0" TO 13'-10' I 15'-11' TO 16'-2' _I TOP SECTION WITHOUT 'u' 84R DOOR WIDTHS DOOR WIDTHS =4' JAN 0 s 2010 m 03 O C) O 11 C) a Ir az�uT X) w D y a1 0 1 1- O z Ln min 4N=r o - 1 drawing no. 02-21 1/4" X 3/4" X 2" U.BAR REINFORCING TRUSS OF PANEL TRUSS FASTENED TO iTERMEDUITE STILES W/ TWO S.M.S. AND TO END STILE 114 X 3/4" SELF DRILLING S. 1/2- X 1-3/4" X 16 GA OPEN TUBE O TOP k BOTTOM OF EACH PANEL BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. O 48" O.C. AND RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOMI OPTIONAL STOP MOI BY DOOR INS STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/I6" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A ONE PER BRACKET SOUTHERN PINE - n 0.55 S.C�� •"� 1-3/16" i 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING JL I 2-1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/B" TRUSS HD. SLOTTED M.S. k LOCK NUT REINFORCING 'U' BARS AS REOD. r SEE CHART ON SHEET i 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO J 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR J 14 X 3/4- SELF DRILLING SCR. INTERMEDIATE SECTION WITH OR W/O REINFORCING o m 2 ? R z � z z p o - F � IN IN � p = N TOP SECTION J 14 X 5/8" SMS 6 PER HINGE 1/2" X 1-3/4- X .058' FORMED STEEL CLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/I6" POP RIVETS 1-7/8" X 2-5/8" X .049" STEEL [CENTER STILE. GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS 3/16" I( 14 X 5/8" S.M.S. POP RIVETS r 4/ HINGE 1 24 GA STEEL PANEL m FLAPS BENT OVER PANEL 0 Fm7 IL N F W d I Qa � � O o 0 1/2" PUNCHED HOLES I a p O 4" D.C. I� 0 G USE REINFORCING 'U' BAR AT 0. I a R> M o TOP SECTION ONLY AT FOUR SECTION DOORS i 1 ly, 0 IL c o M 0 cy hN1 �y y O 16 GA. X 2-1/4" X 3/4" X 2" REINFORCING TRUSS J 0 d m GALV. STEEL U.BAR TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO J 14 X 5/8" S.M.S. AND TO END STILE 1 W/ FOUR J 14 X 3/4- SELF DRILLING SCR. 3/16" POP RNET5 AT 1 of 7-1/2- X .050" 1/4-20 SS BOLT / INTERIOR SIDE I ar NUT CALV. STEEL 7-t/2- X .071- CENTER HINGE o $ o drowing no. 7/8" PUSHNUT END ROLLER HINGE INSTALLED ON ROLLER SHAFT PLASTIC/STEEL ROLLERS Q 9 Z010 My� DNiooel 02- SECTION 13-B 1.82" Du. X .50' W/ .44 DIAL X 4-1/4" STEM "]AN sheet 'l of $ 2' RIVETS 5/16- X 1-5/8- LAG SCREWS INTO WOOD OR 2-3/4" X 5-1/2• X 3' X .104' 5/16• SLEEVE ANCHORS GALV. STEEL WITH 1-1/4' EMBED INTO MASONRY) TOP ROLLER BRACKET 3 PER BRACKET FASTENED W/ (6) 1 14 X 5/8" S.M.S. - 14 GA. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 CA. STEEL PLATES SLIDE FASTENED TO BRACKET 8 % HEX NERD - WELDED TO 1-1/2' X 1-1/2' % 14 GA ANGLE FASTENED TO TRACK M. CREWS M. SCREWS &NUTS. NUTS, WITH (4) 1/4-20 SS. BOLT & NUTS HORIZONTAL REINFORCEMENT 1/2- X 1-3/4" X .058" FORMED STEEL -GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/I6- POP RIVETS 2' X 5-1/2" X .104" GAIN. STEEL FASTENED W/ (4) 1 14 X 5/8- S.M.S. TOP ROLLER BRACKET FOR HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION 1/2' X 1-3/4' X .058• FORMED STEEL /GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS � 5/16" MEETING RIB PLASTIC/STEEL ROLLERS i mi. W/ .44 Dtk X 4-1/4' STEM -14 OPTIONAL INSULATIONS EPS-EXPANDED POLYSTYRENE DENSITY - 1.05 PCF N.OA 107-1107.08 OR ISO-25 POLY-ISOCYANURATE DENSITY 2.0 PCF N.O.A. /07-0301.10 OR RE 'INSULFOAM LLC' DENSITY = 0.92 PCF N.OA /07-1016.07 14 GA. GALV. STEEL ROLLER W/ (6) /114EX 5/8 FASTENED MIN. .024- ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH a 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUEO TO 807H SIDES OF STEEL 12 CA. GALV. STEEL BOTTOM -/ FASTENED W/ (4) � 14KXT5/8' SMS Iiiiinsdiji BOTTOM SEAL .058 ALUM PLATE WITH 1/8" x 1" S.M.S. m 4B' O.C. SECTION A -A AND RUBBER WEATHERSTRIPPING SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES TRACK CONFIGURATION 2 X 2 X 1/8- HORIZ. ANGLE HORIZ. TRACK SUPPORT. SPOT WELDED TO HORIZ. TRACK CENTER SUPPORT REOD. ON DOORS WITH TWO WELDS AT 1-1/2' APART EXgEEDINC 8 FT. IN HEICHT FIRST AT 3' O.C. II A f 1 REST AT 9' O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-16 % 3/4" BOLT h NUT AND TO SPRING SHAFT GUIDE WITH A t J I (2) 1/4-20 X 5/8- BOLT k NUT RACK LENGTH =OPENING HEIGHT PLUS 12' VERTCAL TRACK GA. GALV. STEEL TRACK 2-1/8• X 1' X .050" SECTION A —A DOOR • SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2N0 13RD 4TH 5TH 81 82 83 134 BS I E16 B7 88 6'-0' 18" 18" 18" I8" N/A 1" 11-3/4" 23" 34- 45" 56" 67' - 6'-6' 21 18' 18' 21 N/A 1" 11-3/4" 23- 34" 45" 55" 67 - T-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" 18" 18" 18" 21' 1" 11-3/4' 23" 34" 45" 56" 67" 78-1/4" '-SECTIONS ARE NUMBLHLU SIAHIING Al IHL DUIIUM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10' O.C. 1.9" X 2.19"X3.3"X.090' STEEL TRACK BRACKETS 2-3/16• HIGH CONNECTED TO TRACK WITH 01 1 /4' BOLTS h NUTS. VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK VU L Z r 0� ° Q� OW 6� O LL 06 .4 0o M 0' m 00 0aao O1cc¢ O 1iZHf� Q W Of �0 O o O M U] O Q� Q Z r IN Z J¢ y rn o I o 0 e 00 z c2 (n m J n '= r AVAILABLE TRACK OPTIONS Engr. ARSHAD WWW PRODULTREMWM i FLA PE / 35863 a waftital& CA.N. 3538CDICW$ O 6y drawing no. Ki: PlodocL coMlol JAN 0 8, 2011) 02-21 WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY 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/{' ULTRACON BY 'ELCO' WITH SPACING OF I6" 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' O.C. INTO BLOCK WALL, WITH 1-1/2' MIN. EMBED 13' O.C. INTO 3D00 PSI CONCRETE. WITH 1-3/4' MIN. EMBED 3' MIN. EDGE DISTANCE 3/8' CONFLEX BY 'ELCO' OR 3/8" LOT BY 'ITW' WITH SPACING OF 23' D.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 13" O.C. two 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 1 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS D ANCHOR SPACING 0 O ANCHORS 'HILT["CONC. STRUCTURE EMBED SPACING EDCE DIST. p w r] 3 B' HLC SLEEVE BY 1-1/4-1 B' 2' 3 B" HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 4' 8' 4" a <� 3 8" DYNABOLT BY 'RW' C. 1-1 2 8' 2-1 2 lAG SCREWS STEEL STRUCTURE BY OTHERS J 8' DYNABOLT BY RW' FILLED BLOCK 1-1 2 8" 3-7 4 I... Uj AT 12' O.C. MUST SUPPORT THE LOADS IMPOSED 3/8" POWER -BOLT BY POWERS CONC. 2' 8' 2" _ Go W m BY DOOR SYSTEM S B SLEEVE -ALL BY SIMPSONS' CONC. 7-1/2-1 8" 3' Q ai p 1 CONCRETE f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK Fm = 2000 PSI MIN. 5/16' DW. BOLTS 1, O Z .� ,•p - WITH WASHER 8 NUT w O = ¢ b AT 12' O.C. MAX. EDGE 015T. a�M W ) O 1-1/2' 1-1/2' 1-1/4" X 2-1/2" X 14 CA CONT. STEEL ANGLEIn 12 GA GALV. STEEL i FLAT BRACKETS i3" LONG u H 8 AT 12' O.C. IN DOOR OPNG. c o F o AT 18" O.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 TO TRACK PLATES W/ (2) 1/4-20XS/8" TRUSS HD. SLOTTED M.S. & LOCK NUT ALTERNATE TRACK INSTALLATION FU PE / 38863 CAN. ]538 A JAN 0 , 2010 PRODUCT RENEWED o WmAd4Fluli $ I �No PMMMdm drawing r7no. n+� 0 2-21 IR PANEL GA. (.024) STEEL MIN. 7/I6- DIA. WASHER / I A8 X 3/4' SMS 1 1 1 O 3/8' FROM ENDS O 11 1 III 1 i AND 7' O.C. MAX. I j 'I'I 1 (4) 08 X 3/4' SMS I II11 ` O 1-3/8' FROM ENDS IIII l i AND 6-1/2' O.C. MAX. L lil - Ilil IIII .175 X .062 DEEP IIII GROOVE I 1 IIII IIII IIII IIII 1/4' POLYCARBONATE LEXAN I I BY SABIC INNOVATIVE PLASTICS NOA #08-0305.02. I of IL L ci O a � o O W IIII I I IIII IIII IIII II I� I I IIII IIII IIII I III I I IIII .175 X .062 DEEP IIII GROOVE _^\1 F 11 ICI 1 (4) 08 X 3/4' SMS IIII I /� O 1-3/8' FROM ENDS 1 AND 6-1/2' O.C. MAX. 1 _#8 X 3/4' SMS O 3/8' FROM ENDS \ AND 7' D.C. MAX. `7/16' DW WASHER DOOR PANEL 24 G4 (.024) STEEL MIN. 21 3/4' MAX. WDW. WIDT i _ MAX. D.L.O. 3 0 #8 X 3/4' SMS O O 3/8' FROM ENDS-? AND 4-1/2' O.C. MAX. I .50" I�--W-.250 I 1 1 / * PLASTIC COMPLIES WITH Lfqtl- SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE Z h N 1.76 11.725 Q 2 a a p° 1.144 a O O 1•i a Oww o .176 .800 O 4 Q � G * EXTERIOR FRAME * INTERIOR FRAME 0 a' , is 9 RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q W a' m w ln= o, Q (m INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS _.175 X .062 DEEP 1 �1 ` O / C T- 0 Engr. ARSHAD VIW RUbUCIREwOMW _____ _ _ _ C ___ FIA. PEM/L38863 •�b0iry� CAN. 3838 o 3i 74r BYDdWgCode g I A EXPAlX10 DOOR PANELj - 24 GA. (.024) STEEL MIN. EXTERIOR /�,. 15/16' MIN. D.L.OPC. .l1 �(J t�ian Pme,nclo�Ri drawing no. GLAZING BITE lIX a WINDOW WIDTH JAN o 1 2010 _ Ong^� - - _ _ apter 16, SectiO'n 1612, (1)(4) ad to printer 1 Save to caliagilttrl .2.1.4 The live loads set forth herein shall be assumed to include the ordinary impact but where loading involves unusual )aci, provision shall be made by increasing the assumed live load. ME 1609.6(1) GARAGE DOOR AND ROLLING DOOR WIND TOADS FOR A BUILDING WITH A 1E.AN ) bF EMGHT OF 30 FEET LOCATED -IN MOSURIE B (A cz�wz� d RR A ' ' Basic Wind SPee3'4' (mph - 3 second gush ' • (�) ft) C�) 85 9D 10 1iD 12D ' Roof A.n§e 0 -•10 degrees .130 140 -T- 150 8 8 10 105 1-21.91 10.1 ' -IL4 11.7 I1 -133 -I27 14.5 14.0 -16.4 45.7 175 • 17.0 • -199•' -19.0 20,9 202 23.6 22.7 245 23.7 27.7 26.6 29.4E-M 275.8 32.6• 31.6 -36910 -35.4 14 14 10.D -ID.? 10.9 I2.0 13.3 -1' - 16.1 -179 192 2L4 225. 251 26.1.1 30.0 -33.4 Roof Angle > 10 9 7 1L4 -12 9 l2 8 -145 15.8 -179 19.1 2L6 228 -Z.8 26.T 3D2 HD. -35.1 35.6 140.2 16 7 •10.9 . --I22 1 12.3 1 -13.7 152 1 -169 1 183. -20.4 . - 21.8 1 -24.3'1 25.6 1 295,, 29.7 -33. 34.1 38.0 rST.ISgnarefoot =0929mz Iaxph=0.447mis,lpsf=47.98*W=2 For effimadva areas orwind speeds between those given above the land may be.fnterpolated, otherwise use the load associated with the lower eaecfive area. Table valves S5331 be adjastEaforhei�t gad exposm by nm1tipV g by adlastment coefficients in. Table 1609,6(2). Plan and minas signs sigaffy r surm. acimgtow=d and away from $e bnilegng sm F^c-^ Negatiive *Fassmas assome door has 2 feet of widthm bm7dmg's and zone. �-BM 1609.6(2) ADJUSTMENT FACTORFOR -]�UffDING E[MGHT AND EMDOSIT.E, C7 AMANRom 32 im3T EXPOSURE O . E C D .15 . 1.00 L21 1.47 20 1.00 129 _ 1.55 25 1.00 1.35 1.61 30. 35 1.00 Z40' 1.66 40 1.05 1.45 1.70 45 1.09 L74 50 1.12 L53 L53 1.78 55 1.16 1.56 1.81. • 60 1.19 159 1.84 122 1.62 1.87 21 foot= 304 8 Il table valves shall bSadjnsted for other =2=ams and heights by Plying by the above Coefficient license • f ftoy poncy ;11eco�.�Cit�t1011�C0i�iC .- %05 V� C011 R%S onlir C12% %... '31612009