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HomeMy WebLinkAboutSUBMITTED PAPERS- tECEIPT: w J i PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue sC ... Fort Pierce, FL 34982 IVNZb (772) 462-1553 fit. Cu APPLICATION FOR REPLACEMENT OF C�� County WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS co 1. LOCATION/SITE ADDRESS: U \�0.e1 2. PARCEL ID NUMBER: 2� 0 - - ck O - O�� " -_ _ 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION 6. Name: ?�� \r" Address: � City: State: EL Zip: :23-aqWa Phone: Email: CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: \C>11. Business Name: Phone Number: Email: COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR 1 a- O O \� [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ ���00 FEES DUE: 2z� OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all worm will be done in g� compliance with all applicable laws regulating construction and zoning. PRINT OWNER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF OWNER OR�I�TRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF C a -e— ACKNOWLEDGED BEFORE ME THIS QQ DAY OF \ 20 \Z�- . BY WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATU NOTAR TYPE OR PRINT NAME O 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. p,�,,RY P�Bli TIFFAIV A. LEE MY COMMISSION # DD 985525 # EXPIRES: April 26, 2014 �fATEOF F���\oP Bonded Thru Budget Notary Services Property Appraiser - St.Lucie County, FL Page 1 of 1 r- PROPERTY RECORD CARD Bryan C Smith Record: 1 of 1 —Prev Next» Spee.Assmnt Taxes Exemptions Permits Home Print Property Identification 00 Site Address: 6000 Bamboo Dr ParcellD: 3402-610-0502-000-5 ,,\vAE Sec/Town/Range: 12 :36S :40E Account #: 38610 y ° Map ID: 34/12S Land Use: SF Res Q� Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Bryan C Smith Susan L Smith INDIAN RIVER ESTATES -UNIT 09- BLK 87 LOT 6 (MAP 34/12S) (OR Address: 6000 Bamboo Dr 687-1.860) Fort Pierce FL 34982-3776 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 76900 Land Value: 6900 Acres: 0.23 4/10/1990 81900 00 WD 0687 / 1860 Assessed: 76900 Building Value: 70000 3/1/1986 8000 01 CV 0494 / 0636 Ag.Credit: 0 Finished Area: 1785 SgFt 12/1/1985 0 01 CV 0486 / 1995 Exempt: 50000 3/1/1985 10400 00 CV 0459 / 2734 Taxable: 26900 8/1/1981 10000 00 CV 0361 / 0302 Taxes: 744.26 BUILDING INFORMATION Exterior Features View: - RoofCover: SD - Dim Shingle RoofStruct: GA - Gable ExtType: HC- - HC- YearBlt: 1986 Frame: Grade: C- - C- EffYrBlt: 1986 PrimeWali: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 I-ieatType: FHA - FrcdHotAir AvgHUFI: 1/26ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth DWC - Driv-Concret Y 1 720 AV AV 1986 1 0100-SF Res 215 -Front Ft 80 125 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/prc.asp?prclid=340261005020005 4/20/2012 MIAMbD1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMEN{T, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) , r" " 4 h Miami, Florida 33175-2474 BOARD AND CODE AD k1§,,, �TIQN DIVISION T (786) 315-2590 F (786) 315-2599 YW"W" Avenue 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 16'-2" Wide x 16'- 0" High with Window Lite Option APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with last revision G 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/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 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 # 11-0414.12 and consists of this page I and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.12-0110.14 MtAlml- ECOUNTYIN Expiration Date: July 21, 2015 • a a l f��Z Approval Date: March 1, 2012 1J?�/z3 Page 1 10 ?1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 00/10/2002, with last revision G 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 # 11-0414.12" 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-07-4200, dated 05/02/2007, 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-11-3204, dated 01/20/2011, 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-T100, dated 01/21/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0228 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., Report No. HETI 03-1328, dated 07/15/03, signed and sealed by Rafael E. Droz-Seda, P.E. 5. 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. 6. 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 # 03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted 0-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. o423 Carlos M. Utrera, P.E. Product Control Examiner NOA No.12-0110.14 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E-1 DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 11-0414.12" 1. . Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/07/2011, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 09-0128.02" D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their Lexari 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 I I/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-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. "Submitted under NOA # 05-0228. 02" 1. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G 15 5 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. 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 11/29/2004 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 "RBHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 0906/2004, 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 Ahm d, P.E. d 23 Zp1Z Carlos M. U rera, P.E. Product Control Examiner NOA No.12-0110.14 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E -2 "IP PUSH NUT 7-1/2" X 3" X 071" GALV. STEEL END ROLLER W/ (6) #14 X 5/8" SMS 6) 7-1/2" X 2-1/4" X 18 GA. GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS LO2/ DOOR 5/8" MIN., LOCK ENGAGEMENT CONFORMS TO FOG 1012 REGARDING GARAGE DOORS .158 DIA. WMIN 5 2-3/4"W X 5-5/8"H X .090" THK. STEEL PLATE, 1-3/8" DEEP WITH (3) #14 X 3/4" SELF DRILLING SCREWS ODOR 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'-6" 5 SECTIONS 18" - 7'-9" 4 SECTIONS 18" 1 SECTION 21' 8' 3 SECTIONS 18" 2 SECTIONS 21' 3-3- 2 SECTIONS 18' 3 SECTIONS 21' 8"-8" 1 SECTION 18" 4 SECTIONS 21" W-9' IS SECTIONS 21' - 9' 8 SECTIONS 18" - W-3" 5 SECTIONS 18" 1 SECTION 21" 9'-6" 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'-B" B SECTIONS 21" - 10'-9' 8 SECTIONS 10" 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'-8" 6 SECTIONS 16" 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" TV 3 SECTIONS 18' 6 SECTIONS 21" 15'-3" 2 SECTIONS 18" 7 SECTIONS 21' 15'-6" 1 5ECTION 10" B SECTIONS 21' 15'-9" 9 SECTIONS 21` - 16' 6 SECTIONS 18" 4 SECTIONS 21" STEEL PLATE WITH (4) #14 X 3/4" SOS CENTER S OUTSIDE HANDLE r e TOP FIXTURE 5-1/2" X 2-3/4' X 0.1' STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER FASTENED TO END STILE WITH / (6) 914 X 3/4" SELF DRILUNG SCREWS TO BE INSTALLED AT ANY CENTER STILE? / SEE SHEET 3 FOR TOP BRACKET OPTIONS rrnirca c / 1 i IJ STILE I� LOCK BAR GUIDES �UI/I INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS " Q 18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH S10E OF DOOR OEDONAL CENTER STILES OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALT. TO LOCKS SHOWN ABOVE 8'-0" TO 9'-10" DOOR WIDTHS IT Ia,-O" TO 11'-10" DOOR WIDTHS INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE 'A' CENTER STILES CONFIGURATION DOOR WIDTHS f OF CENTER STILES 8'-0" TO 9'-10' 2 10'-0° TO 11'-10" 2 12'-0" TO 131-10" J VV-O" TO 15'-10" 4 15'-11" TO 18'-2" 5 n n 14'-0" TO 15'-10" DOOR WIDTHS _ 12'-0" TO 13'-10" 1W-11" TO 16'-2" DOOR WIDTHS -DOOR WIDTHS DAD DOORS INC. Hurricane Master® Model 824/811 Max. Size 16'-2" X 16'-O" High With Window Lite Option GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EOITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 NPT-PART OF THIS APPROVAL. S. A LOAD DURATION.INCI(F4,E IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY Engr: JAVADm/1 D, FROD�,REVIS� CNN. FIAC.APE 57pBi ^ with tdC FlOrfd! .N..9 Bu1A1ng Cod Expin1 % s e v �© Miuoi Plodatl CbeITo11 rc q ]6' drawing no. 02-21 m 2 055" X 2-1/4" X 3/4" X 2" CALM. STEEL U.BAR REINFORCING TRUSS ® BOTTOM OF PANEL TRUSS FASTENED TO. VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.MS. AND TO END STILE W/ FOUR 914 X 3/4" SELF DRILUNG S. BOTTOM SEAL ,058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48" O.C. AND RUBBER WEATHERSTRIPPING 1 ST SECTION OTTOM) STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A ONE PER BRACKET SOUTHERN PINE - 0.55 S.T 1-3/16" 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING STEEL TRACK 14 GA. X 2-1/8" X 1" (STANDARD) 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT INTERMEDIATE SECTION IAL STOP MOULDING OR INSTALLER # 14 X 5/8" SMS 6 PER HINGE TOP SECTION 24 GA. STEEL FLAPS BENT OVER PANEL I 1 ° 1/2" PUNCHED HOLES I 0 4" O.C. ,1 0. I 3/16" POP 4RNET51 AT " O.C. (6) FOR 21" STILES (5) FOR 18" STILES #14 X 3/4" SELF DRILLING SCREWS CAN BE USED IN LIEU OF #14 X 5/8" SMS. 3/4" X 2" X 2-1/2" X .049" STEEL ENO STILE. CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16- ALUM RIVETS 1/2" X 1-3/4" X .058" FORMED STEEL SEE DETAIL ABOVE GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8" X 2-5/8" X .049" STEEL CENTER STILE, GLUED AND RIVETED �TO PANEL W/ (4) 3/16" RIVETS # 14 X 5/8" S.M.S. POP r 4/ HINGE STILE .024" STL PANEL OUTSIDE OF DOG SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL ANCHORS: 3/8" DIA, POWER -BOLT BY 'POWERS' A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) 2" MIN. EDGE DISTANCE i/e" DIA. HLC SLEEVE BY 'HILTI' B) 1-1/4^ MIN. EMBED INTO CONCRETE OR FILLED BLOCK 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm - 2000 PSI MIN. L()PER BRA ANCHOR A OR B I IJ I SIEE SHEET 3 FOR CKET BRACKET 1 CM.L AHMAR. ' FLA. PE ® 70592 1 F%-20 CA.N. 535 • ' 7-1/2" x .050^ INTERIOR SIDE & N ss BOLT `.. GALV. STEEL 7-1/z" x .EDT' Q� 0 CENTER HINGE END ROLLER HINGE L 7/8" PUSHNUT - 1.82" DIA. X .50" STEEL ROLLERS (STD.) INSTALLED ON ROLLER SHAFT 1.82" DIA. X .50" PLASTIC ROLLERS (OPTIONAL) SECTION B-B 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) WITH 4-1/4" STEM �4ioV z p G m QfN O O e IL D O 0a<o8 y 3 K O Qw;LL o wy0 J8_ Ma e o ' Ld M N Q J z vf e co W T NT (Do m 0 .. o 9 O �J v N 2 FROOucramsm d ® cmn*m/ With BED Flair rWid Ws Co& 3 � sr M" FfiodS,n Caotld drawing no. 02-21 m d ry _SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES RIVETS 5/16 X 1-5/8' LAO SCREWS INTO WOOD OR 2-3/4" X 5-1/2" X 3" X .104' 5/18" SLEEVE ANCHORS V GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY � 70P ROLLER BRACKET 3 PER BRACKET FASTENED W/ (6) 8 14 X 5/e" S.M.S. 14 GA GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET 2-1/2' X 4-1/4' X 13 GA. STEEL PLATES /W/ 5/16-18 X 3/4" HEX HEAD - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE FASTENED TO TRACK M. SCREWS & NUTS. TOP BRACKET WITH (4) 1/4-20 SS. BOLT & NUTS (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL -GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2" X 5-1/2' % .104" (2) 3/16" POP RIVETS 2- STEEL FASTENED W/ � R 14 X 5/8" S.M.S. TO R LLER BRACKET FOR LOW HFAnRnnm nnnR nPTInN T- HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS i/16' MEETING RIB PLASTIC/STEEL ROLLERS 1.82" DIA. X .50" W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS EPS-EXPANDED POLYSTYRENE DENSITY - 1.05 PCF N.OA 507-1107.08 OR ISO-25 POLY-ISOCYANURATE DENSITY - 2.0 PCF N.OA 007-0301.10 OR BY 'INCIII FOAM I I C' DENSITY = 0.92 PCF N.OA 807-1016,07 14 GA. GALV, STEEL ROLLER NED W/ (6) ®I 14 X 5/8" SMS MIN. .024' ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH - 39 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) # 14 X 5/8" SMS O.C. HORIZ. TRACK SUPPORT, CENTER SUPPORT REOD. ON DOORS EXfiEEDING 8 FT. IN HEIGHT II II A f II 11 A �- -I TRACK LENGTH = OPENING HEIGHT PLUS 12" GA. GALV. STEEL TRACK 2 X 2 X 1/8" HRIZ. ANGLE CKET SPOT WELDED TO HORIZ. TRACK WITH,TNO WELDS AT 1-1/2" APART I!� FIRST AT 3" O.C. REST AT 9" O.C. CONNECTED TO FLAG BRACKET ANGLE Z m W/ 3/8-16 X 3/4' BOLT do NUT AND TO SPRING SHAFT GUIDE WITH O o� (2) 1/4-20 X 5/8" BOLT & NUTIL iiZdd a N O 0 °a� a� VERTICAL T —A 0 t 2-1/8X8o SECTION A -A V'o d & M oo O IL O4 to O 1115 lLzy ' Ngg M J 0 m Q J a6�ile PLACEMENTS DOOR HEIGHT • SECTION HEIGHTS 1ST 2ND 3RD 4TH 5TH BRA B1 132 83 134 135 B6 137 138 6'-0" 18" 18" 16" 18" N/A 1" 11-3/4" 23" 23 4" 45" 58" 67" - 6'-6" 21" 18" 18' 21" N/A 1" 11-3/4" 23" 34" 45' 56" 67" - 7'-0" 21" 21" 21" 21" N/A 1" it-3/4" 23" 34" 45" 58" 87" - 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 DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. _I 11) I II 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKEIS m T oil 0)N 1/4TEDOLT T& NUTS. STANDARD LIFT LOW HEADROOM DOUBLE TRACK Engr.�AVAD'AHMAP moDU(.'TRBVI3ev, . CNdR.7, ascomplftwith the Florida I F c. N 353ess2 r ngcode AuRdca ip wm NNo B"Inlion sy O oef iO;� Miami Padua Caaol drowing no. N 1 02-21 sheet 3 of 5 i 1-1/2" MIN. � I E DIST. 2BY WOOD 1/4' DIA. LAC SCREWS, AT 6' FROM ENDS WOOD AND 15' O.C. MAX. 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 2X8 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 30DO PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" INTO EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 11" O.C. NTO BLOCK WALL, WITH 1-1/2" MIN. EMBED 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3' MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/B" LOT BY 'RW' WITH SPACING OF 23" O.C. INTO 3000 p51 CONCRETE. WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/6' HLC SLEEVE 13Y 'HILTI' WITH SPACING OF 13 O.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 A 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OF JAMBS BY OTHERS 1/4' DIA. LAG SCREWS AT B° FROM ENDS AND 15' D.C. MAX. 5/16' X 1-5/8" LAG SCREWS-7 STEEL STRUCTURE BY OTHERS AT 12" O.C./ MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1-1/2" O o r�1 W N a_j N Z 8 A O NmLa I CONCRETE Vc - 3000 PSI MIN. o 0O C-00 GROUT FILLED BLOCK I'm = 2000 PSI MIN. _ 5/16' DIA, BOLTS � O Z WITH WASHER & NUT o ❑ ,2,j AT 12" O.C. MAX. EDGE DIST. O N E] x IEZeEl 12 GA GALV. STEEL FLAT BRACKETS t3" LONG AT 12" O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ANCHOR SPACING ANCHORS STRUCTURE I EMBED ISPACINGIEDGE DIST. 3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 8' Y 3 8" HLC SLEEVE BY HILTI' FILLED BLOCK 1-1 4" 8' .3 8° DYNABOLT BY 'RW' CONC. 1-19 3 8" OYNABOLT BY 'ffW' FILLED BLOCK 1-1 318 POWER -BOLT BY POWERS CONC. 1 2' 1 8" 12' 3 B SLEEVE -ALL BY SIMPSONS CONC. 1-1 2 8' 1 3" 1-1/2" 2-18"X1"X 14 GA. GAL. STEEL TRACK FASTENED/TO TRACK PLATES S(())D1/5. -20&)L/bCK NUT TRUSS HD. ALTERNATE TRACK INSTALLATION gr•. JAV �AIIMAD CIVIL FI/L PE, Z(.,12 `51 4 pRODL1G'TRIEVTSEO with edd• 0Bui11� the R $ I 3 agg, 19� Miami Piodutf ,h01 drawing no. 02-21 ,uo ,ue DOOR PANEL 24 GA, (•024) STEEL MIN. DIA, WASHER A8 X 3/4" SMS -O 3/5 FROM ENDS AND 7D.C. MAX. (4) #8 X 3/4" SMS -0 1-3/8" FROM ENDS AND 0-1/2" O.C. MAX. .175 X .052 DEEP GROOVE 1/4" POLYCARSONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA A08-0305.02. 175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS ,,—O 1-3/8" FROM ENDS AND 6-1/2' O.C. MAX. ®8 X 3/4" SMS O 3/8" FROM ENDS AND 7" D.C. MAX. �7/16" DIA WASHER DOOR PANEL 24 GA. (•024) STEEL MIN. 21 3 MA WDW. 0 1 \ 'ao 1.1 Fo-- a� \°o 3 0 $8 X 3/4" SIAS O 3/8" FROM ENDS AND 4-1/2" O.C. MAX. DOOR PANEL 24 GA. (.024) STEEL MIN. --W-.25D u * PLASTIC COMPLIES WITH .Soo I F^I � o SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE /N Z n W m OPTIONAL WINDF 0 OW LITES IN ANY LOCATION 1.765 1.7zs 210, 1J44 a II II .176 h- 4�--.a00 c d 1 * EXTERIOR FRAME * INTERIOR FRAME p c RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION LL N c— � I w o o M LjM y U = a Z 1' z Ld e N rn o 1 It 0 6" MIN. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP R - - - - - EngF,JAVAO PNMAD Ful PE. ! DA.N. 38592 v onmP114nG wi* do FIM(b $' EXTERIOR 9x*011m �y D.L. OPG. � � ti011 � eProm,elcn�d 02 dfaWlng-2r1no. 1 sheet 5of 5 These Tables Are For GARAGE DOORS IN One and Two Family Dwellings Garage Doors Installed In Buildings with a Mean Roof Height of 30' or Less Located in Exposures B,C or D Table R301.2(4) COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE. (PSF] 7160 EXPOSURE B 9' x 7' Door = + 26.7 - 30.2 ❑160 EXPOSURE B 16' x 7' Door = + 25.6 - 28.5 ❑160 EXPOSURE C 9' x 7' Door = + 32.4 - 36.6 (1 story and max 15' 01E? :,1EC16'XT ®oo �=+ 31.0 - 34.5 mean roof height) ❑160 EXPOSURE C 9' x 7' Door = + 37.4 - 42.3 ( 2 story and max 30' ❑160 EXPOSURE C 16' X 7' Door = + 35.9 - 39.9 mean roof height) ❑160 EXPOSURE D 9' x 7' Door = + 39.3 -44.4 (1 story and max 15' ❑160 EXPOSURE D 16' x 7' Door = + 37.7 -41.2 mean roof height) ❑160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2 ❑160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4 7150 EXPOSURE B 9' x 7' Door = + 22.8 - 25.8 ❑150 EXPOSURE B 16' x 7' Door = + 21.8 - 24.3 ❑150 EXPOSURE C 9' x 7' Door = + 27.6 -31.3 ❑150 EXPOSURE C 16' x 7' Door = + 26.4 - 29.5 ❑150 EXPOSURE C 9' x 7' Door = + 32.0 - 36.2 ❑150 EXPOSURE C 16' x 7' Door = + 30.6 - 34.1 7150 EXPOSURE D 9' x 7' Door = + 33.6 - 38.0 7150 EXPOSURE D 16' x 7' Door = + 32.1 - 35.8 7150 EXPOSURE D 9' x 7' Door = + 37.9 - 42.9 ❑150 EXPOSURE D 16' x 7' Door = + 36.2 - 40.4 ( 2 story and max 30' mean roof height) (1 story and max 15' mean roof height ( 2 story and max 30' mean roof height) (1 story and max 15' mean roof height) (2 story and max 30' mean roof height) Notes: ■ Secure existing bucks per the Product Approval or Design Professional Instructions prior to installing the door. Have product approvals available at the time of inspection. ■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must be impact resistant or shuttered)