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HomeMy WebLinkAboutSUBMITTED PAPERSAPPLICATION FOR REPLACEMENT OF �UCie count WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS y & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 0�. e dIE:� ` `& 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:'�'� 4. TYPE OF STRUCTURE: SFR M BILE HOME OTHER 5. OWNERS INFORMATION 6. Name: 'tc-l1 Address: 66 ex--� 9,6 City: R R �C'CG State: FL - Zip: :3 qS\ Phone: Email: CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: .Business Name:,;Z�!)L ,-,�-5 Phone Number: Email: COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR Ok l0 , l [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ I Q7 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 regulatin s ion an oning. PRINT OWNER OR CONTRACTOR/QUAL\IFIER NAME S ATURE OF O R OR NTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS �� DAY OF nq4,20 I ` , BY _ DCX`1�1 WHO IS PERSONALLY KNOWNNTTQ ME OR WHO HAS PRODUC'E~D� AS IDENTIFICATION. 4op%,k, YIEFMY A. LEE 01474 SIGNATUR r O NOTARY TYPE OR PRINT NAME O OTARY JW g Y COII3ra ION A FP nia �XPIRES' A ;Inn 2018 TITLE: NOTARY PUBLIC COMMISSION NUMBER . n BoAdThruBu*tNotary Services 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. Property Appraiser - St.Lucie County, FL Page 1 of 1 Maureen A Bodnarchuk Record: 1 of 1 Property Identification Site Address: 7602 Eden Rd Sec/Town/Range: • 11 :34S :39E Map ID: 13/11S Zoning: RS-4 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 1301-602-0049-000-0 DOE 00 Account #: 528 Use Type: SF Res City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner: Maureen A Bodnarchuk LAKEWOOD PARK -UNIT 2- BLK 13 LOT5 (MAP 13/11 S) (OR 1549- Address: 7602 Eden Rd 799) Fort Pierce FL 34951-1927 Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 70100 Land Value: 5400 Acres: 0.27 7/2/2002 111000 00 WD 1549 / 0799 Assessed: 67936 Building Value: 64700 9/28/2001 100 01 QC 1442 / 0814 Ag.Credit: 0 Finished Area: 1542 SgFt 4/2/1998 0 04 FJ 1141 / 1176 Exempt: 42936 3/12/1996 89900 00 WD 1003 / 2510 Taxable: 25000 8/31/1994 100 01 QC 0918 / 2514 Taxes: 636.47 8/4/1993 100 01 QC 0853 / 2516 2/28/1990 69000 00 WD 0680 / 0641 BUILDING INFORMATION Exterior Features View: - RoofCover: SD - Dim Shingle RoofStruct: HP - Hip ExtType: HC- - HC- YearBit: 1990 Frame: - Grade: C- - C- EffYrBlt: 1990 PrimeWail: WS - Wood/Sheath StoryHght: 0010 -1 Story No.Units: 1 SecWaii: - Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWali: DW - Drywall FuliBath: 2 HeatType: FHA - FrcdHotAir AvgHtlFI: 1/2Bath: 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. YrBit. No. Use Type Type Measure Depth SWAV - RES POOL AVG Y 1 392 AV AV 1990 1 . 01 00-SF Res BI -Front Ft 90 131 PA01 - POOL DK-AVG Y 1 618 AV AV 1990 PHTR - POOL HEATER Y 1 1 . AV AV 1990 DWG - Driv-Concret Y 1 720 AV AV 1990 FNW6 - WOOD FEN 6' Y 1 220 AV AV 1990 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/Prc.asp?prclid=l30160200490000 5/27/2014 MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miami(lade.gov/oera/ DAB Door Company, Inc. 12195 NW 981h Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide x 161- 0" High with Window Lite Option APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formedtional Garage Door", dated 09/10/2002, with last revision G dated 10/13/2011, sheets 1 through repared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami- ounty Product Control revision stamp with the Notice of Acceptance number and expiration date t 'ami-Dade County Product Control Section. lot MISSILE IMPACT RATING: Large and Small Missile Impact Resistant J LABELING: A permanent label with the manufacturer's name or logo, manufacturing rmodel/series number, the positive and negative design pressure rating, indicate impact rated if applica, e, m llation instruction drawing reference number, approval number (NOA), the applicable test standa ;snthe statement reading `Miami -Dade County Product Control Approved' is to be located on thede 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 hange 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 chan materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an 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 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.12-0110.14 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 0 173I`oi2� Page 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 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. 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 G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. !j!at-23/2012 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 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 01/1 VN17. 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 # 05-0228. 02" 1. Test Report on Accelerated Weathering Using Xenon Are 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 "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 Ahm d, P.E. d 23 E. Carlos M. U rem, P.E. Product Control Examiner NOA No.12-0110.14 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E -2 7-1/2" X 3" X .071" m GALV. STEEL END ROLLER W/ (6) #14 X 5/8" SMS O 7-1/2" X 2-1/4" X 18 GA. GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS 2%CDOOR �X.15 THK. SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS I2-3/4"W X 5-5/8"14 X .090" THK. STEEL PLATE, 1-3/8" DEEP WITH (3) #14 X 3/4" SELF DRILLING SCREWS DOOR HEIGHT CONSISTS OF 6'-8` 2 SECTIONS TO. 2 SECTIONS 21" 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" 5-3- 2 SECTIONS 18" 3 SECTIONS 21" 8°-6" 1 SECTION 18" 4 SECTIONS 21" B'-9` 5 SECTIONS 21" - 9' a SECTIONS 16" - 9'-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 I 5 SECTIONS 21" 10'-e" 6 SECTIONS 21" - 10'-9" a SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11'-3" 4 SECTIONS 18" 3 SECTIONS 21" 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" 11'-9" 2 SECTIONS 18` 5 SECTIONS 21" 12' 1 SECTIONS 18" a SECTIONS 21" 12'-3" 7 SECTIONS 21" - 12'-B" 6 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° T SECDONS 18" 3 SECTIONS 21` 14'-6" 5 SECTIONS 10" 4 SECTIONS 21" 14'-9" 4 SECTIONS 18° 5 SECTIONS 21" IV 3 SECTIONS 16` 6 SECTIONS 21" 15'-3" 2 SECTIONS 18" 7 SECTIONS 21' 15'-6" 11 SECTION 18" 18 SECTIONS 21" IS-9" 19 SECTIONS 21" - 16' 16 SECTIONS 18" 4 SECTIONS 21" I m m m m BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SOS CENTER STILE OUTSIDE HANDLES FN NUT 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 X 3/4" SELF DRILLING SCREWS #14SHEET TO BE INSTALLED AT ANY CENTER STILE? �(E) CKE SEE SHEETS FOR TOP BRACKET OPTIONS lCNTCb CT / rm-1 I [WEI I aeI v iIF ANN I FIL=7— A STILE I\I LOCK BAR GUIDES lu/I 'L INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS " 4 18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OPTIONAL CENTER STILES OUTSIDE KEYED LOCKA LOCK BAR LOCKING SHOWN ALT. TO LOCKS SHOWN ABOVE u� 8'-0" TO W-10" DOOR WIDTHS IT IT Ir 10'-0" TO 11'-10" DOOR WIDTHS INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCIIEDULr 'A' CENTER STILES CONFIGURATION DOOR WIDTHS ® OF CENTER STILES 8'-0" TO 9'-1O" 2 10'-0" TO IV-10" 2 12'-0" TO 131•-10" 3 14'-0" TO 15'-10' 4 15-11" TO 18'-2° 5 ®®� IT Tl 14'-0" TO 15'-10" DOOR WIDTHS 12'-0" TO 13'-10" I 15'-11" TO 16'-2" DOOR WIDTHS DOOR WIDTHS DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 16'-2" X 16'-0" High With Window Lite Option O a W 0 c O W IL cc 08 a Oo0o oO.Qo O `1, O a�3LL N LL Z01 0 _ M GENERAL NOTES c 8 u u S 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m K b REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION 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 y o o C DRESSING OR STUCCO. o a q o .- - 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. > 14 =' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN E' c u o THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURATION. "INCNFA`L,F. IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. q o_ Engr. JACIVI. PltG'DUCTABVISED 1Y FLk PE 8 70592 B�"1011e with ft Fbdit CAN... 53( � 118 Cage AcaCUNe NO /2- %� aaII .01` � E>,puelion 5 s� 04 © M-L Produ c-w drawing no. 02-21 �- .055" X 2-1/4" X 3/4" % 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILUNG S. �Z N � Z _ n WITH 1/0" X 1" S.M.S. 0 48" D.C. �� A _ _ AND RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOM) INTERMEDIATE SECTION 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 ,,- `•da 0.55 S.IZ ' a! 1.9" X 2.19" X 3,3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING STEEL TRACK 14 Gf, X 2-1/8" X 1" (STANDARD) 2 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 Ifellfflkl� OPTIONAL STOP MOULDING BY DOOR INSTALLER I# 14 X 5/8" SMS 6 PER HINGE 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8" X 2-5/8" X .049" STEEL rCENTER STILE, GLUED AND RIVETED I TO PANEL W/ (4) 3/16" RIVETS r# 14 X 5/8" S.M.S. I 4/ HINGE 24 GA. STEEL PANEL FLAPS BENT OVER PANEL " I 1/2" PUNCHED HOLES I 0 4" O.C. ,l 0.� 3/16' POP RIVETS J AT 4" 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 5/6" SMS. 3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE EDGE DISTANCE�I 3/16' POP RIVET7\ 11 -3/18 I 1 ALLIE1J/1 a 7-1/2" X"SiEEL SIDE GALV. CENTER HINGE ROLLER SHAFT SECTION 9- 7 -1/2" X .071"J END ROLLER HINGE 1.82" CIA. X .50" STEEL ROLLERS 1.82" DIA X .50" PLASTIC ROLLERS (OP 2.75" DIA. X .50" STEEL ROLLERS (OP WITH 4-1/4 STILE .024" STL PANEL OUTSIDE OF 000 Hal 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 3/8" 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 Pc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK Pm - 2000 PSI MIN. LANCHOR TYPE A OR B SEE SHE BRACKETPER FOR BRACKET SPAyIJ49 . F99r�JAAVAND HMM CIVIL' . FIA. PE # 70592 1/4-20 SS BOLT U.N. 53P. & NUT 1 �O�tip11 FILODUCI'ABVISED o a voiMIlTeY whh th FS.J& Aftornme No 12- 11 14 $ M mmalwhO&O Cootol drawing no. 02-21 ' POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR 2-3/4" X 5-1/2" % 3" X .104" 5/16" SLEEVE ANCHORS CALV. STEEL WITH 1-1/4" EMBED INTO MASONRYN OP ROLLER BRACKET 3 PER BRACKET _ - FASTENED W/ (6) # 14 X 5/8" S.M.S. - GA. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES - SLIDE SLIDE FASTENED. TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD - - WELDED TO 1-1/2"X 1-1/2' X 14 GA, ANGLE M. SCREWS & NUTS. FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS TOP BRACKET - - (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" % 1-3/4" X 058" FORMED STEEL CLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2" X 5-1/2" X .104" (2) 3/18" POP RIVETSCALV. STEEL FASTENED W/ (4) 8 14 X 5/8" S.M.S. TOFP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION 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 5/16" MEETING RIB PLASTIC/STEEL ROLLERS 1.82" DIA. X .50" W/ .44 DN. X 4-1/4" STEM za OPTIONINSULATIONS: w g BY 'DYPLASALT PRODUCTS LLC' ao m - - EPS-EXPANDED POLYSTYRENE DENSITY - 1.05 PCF N.O.A. #07-1107.08 m OR ISO-25 POLY-ISOCYANURATE DENSITY - 2.0 PCF m _ N.OA. #07-0301.10 OR 'INSULFOAM - BY LLC' DENSITY - 0.92 PCF N.O.A. #07-1016.07 14 GA. GALV. STEEL V NED ROLLER(6) W/SMS m ?`A # 14EX 5/88E 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 BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1'. S.M.S. 0) 48" O.C. SECTION A -A AND RUBBER WEATHERSTRIPPING SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 1 9" HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EXREEDING 8 FT. IN HEIGHT 11 11 A --1 II AtJ 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' 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 WITH (2) 1/4-20 X 5/8" BOLT &NUT VERTICAL TRACK -"JF 2-1/8" X 1" X .080" SECTION A -A DOOR • SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2ND 3RD 4TH 5TH 81 132 E13 B4 B5 136 B7 B8 6'-0" 18" 18" 18" 18" N/A 1" 11-3/4" 23" 34" 45" 56" 67" - 6'-6" 21" 18" 1B" 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" 10" 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" "—SLOIIUNS ARL NUMULKLU SIAKIING AT THE UUTIOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. .090" D TO TRACK WITH BOLTS & NUTS. VERTICAL LIFT NIGH LIFE STANDARD LIFE LOW HEADROOM DOUBLE TRACK 0� W N Q a n 0 v O 0 !j v O M 170Wm °° Q 0 O Q W ILWo 'O IOF m (7 IIXC1UC1Vi4c-J1NdSt�J�,'SCCrl=YJ]'2 pH En9r:V CNILAHWD •• PRODIICTB6mw b FIA,'PE d'70592 CAN. 38: .. � m�d�with���6 Accopplum NO12-0 ¢,5' i .�.� Fapinti6n m�—r�i-r`—�� 9 5 4114�' sy Miwi PruettCusud c — drawing no. 02-21 ram__- i 1-1/2" MIN. I E DIST. o m I 2BY WODD BUC i O O U TIA. LAG SC6 DIA. LAG SCRROM ENDS EWS I WOOD BU I T46"D FROM EN SKEWS AND 15" O.C. MAX. I AND 15" O.C. MAX. I0161 OMMA.W6191LL_ •z a• �••� 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. 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 300D PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" INTO EDGE DISTANCE 1 /4" TAPPER BY 'POWERS' WITH SPACING OF INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED 13" O.C, NTO 3000 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" O.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. 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 S ALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. s STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/1s" DLA. BOLTS ITH WASHER do NUT AT 12" O.C. MAX. ANCHOR SPACING ANCHORS STRUCTURE EMBED I SPACING EDGE CIST. 3 8 HlC SLEEVE BY HILT CONC. 1-1 4 8" 2" 3 8" HLC SLEEVE BY HILTI' FILLED BLOCK 1-1 4" B" 3 8" DYNABOLT BY '11W' CONC. 1-1 2 3 8" DYNA80LT BY 'I11" FILLED BLOCK 1-1/2- DINERS' CONC. 2" 3(8 SLEEVE -ALL BY SIMPSONS CONC. 1 -12 EDGE �y- � 14 GA I 12 GA GALV. STEEL FLAT BRACKETS t3" LONG AT 12" O.C. IN DOOR CPNG. AT 18' O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ALTERNATE TRACK INSTALLATION 3 0 o M W M N Z a0W g V) 0> O I CONOf CRETE Pc - 3000 PSI MIN. 0 3 C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. Oz= GA. FLA. PE M ZUS£ • c.A.N; 5 8 cts `11 HD. PRODUCTREVISE wi011heFloTid• I Alpuj�1w s � Mlami-' jpcducl Control drawing no. 02-21 i O IN DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DN. WASHER #8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. '\_(4) N8 X 3/4" SMS ® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. i .175 X .062 DEEP GROOVE 1/4" POLYCAR80NATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA 008-1.305.02. 175 X .062 DEEP :ROOVE (4) Q8 X 3/4" SMS �® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. #8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. \-7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. 21 3/4" MAX. WDW. WIDT 18 1/8" MAX. v o m o D.L.O. .500 -250 r- t * PLASTIC COMPLIES WITH I I 4ftU i e SECTION 2612 OF FBC 2007 `j SEE EVIDENCE PAGE ro 0 OPTIONAL WINDOW LITES IN ANY LOCATION 1.765 1.72s o c 6 0- 1.144 IL ao 0L a .176 Fes-- �.800 Q Ow. Q Q0 g * EXTERIOR FRAME * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q NN LLM O x 0 cwa O o M M U 2 a Z ~ N m Z B (n '0 O I uo- O 3 ca7 u1Oi Oz 0 � Q N N #8 X 3/4" SMS O ® 3/8" FROM ENDS AND 4-1/2" O.C. MAX., DOOR PANEL 24 GA. (.024) STEEL MIN. 15/16" MIN. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS _.175 X .062 DEEP Engl--JAVAO AHMAD i .. CML pRODt1t,T4$VI$ED 1 FLA. PE qq 70592 ( CA.N.'X536 as watplyin with Ow Florida 8 I n illtdiding Code EXTERIOR D.L. OPG. 6 Ay drawing no. N 0 M eP�cdunContrd 02-21 TH sheet 5 of 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] ❑160 EXPOSURE B 9' x 7' Door = + 26.7 - 30.2 ❑160 EXPOSURE B 16' x 7' Door = + 25.6 - 28.5 7160 EXPOSURE C 9' x 7' Door + 32.4 - 36.6 1 story and max 15' 0EXPOSIrJR Wit, ,:u r, :oor �-k4. mean roof height) 7160 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) '7160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2 ( 2 story and max 30' 7160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4 mean roof height) ❑150 EXPOSURE B 9' x 7' Door = + 22.8 - 25.8 7150 EXPOSURE B 16' x 7' Door = + 21.8 - 24.3 7150 EXPOSURE C 9' x 7' Door = + 27.6 -31.3 (1 story and max 15' ❑150 EXPOSURE C 16' x 7' Door = + 26.4 - 29.5 mean roof height ❑150 EXPOSURE C 9' x 7' Door = + 32.0 - 36.2 ( 2 story and max 30' ❑150 EXPOSURE C 16' x 7' Door = + 30.6 - 34.1 mean roof height) ❑150 EXPOSURE D 9' x 7' Door = + 33.6 - 38.0 (1 story and max 15' 7150 EXPOSURE D 16' x 7' Door = + 32.1 - 35.8 mean roof height) 7150 EXPOSURE D 9' x 7' Door = + 37.9 - 42.9 (2 story and max 30' 7150 EXPOSURE D 16' x 7' Door = + 36.2 - 40.4 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)