Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSDATE: - ` RECEIPT: PERMIT ^ VIBER PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort 72) 462-1553 erce, FL 82 �C13 den APPLICATION FOR REPLACEMENT OF St Lucien Count WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS Y & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: //11'�C (o 0m/(co-) EPEE 2. PARCEL ID NUMBER: 33 91 - 96r'- V(2C( -= 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: )' C' t`(1P 00')p unit dz— 4. TYPE OF STRUCTURE: SIR ✓ MOBH E HOME OTHER 5. OWNERS INFORMATION Name: A) �fyl + L , I I — Address: '134 L P1Ct+r sb I ez City: 149l State: 1PI— jip; S jf&.e_Phone: Email• 6. CONTRACTOR'S INFORMATION FL Reg(Cert #: County Cert #: 1�- Business Name:�j A �U a p Phone Number. ! %� � o T Email: �� [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 10285M 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 co ction and zo ' g' SIG AT OF OWNER OR CONTftPJQ�UALIER PRINT' OWNER OR CONTRACTOR/QUALIFIER NAME c � s� STATE OF FLORIDA, COUNTY OF JV - Uy ke, 1 ACKNOWLEDGED BEFORE ME THIS DAY OF + 20 L 2 • BY �1� C. Un Fe — WHO IS PERSONALL KNOWN TOME R WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NO TYPE OR PRINT N OF NOTARY SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COHMNCEMENT 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 COMtENCEMENT. ri�+Y'i;':•, TERESAMUNSON l MY COMMISSION # DO 993073 f :o EXPIRES: May 18, 2014 Bonded Thru Notary Public Underwriters ,rsw ST. LUCIE COUNTY INSTRUCTIONS Vinyl Siding 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, and Doors is to be used only for those activities that are not otherwise included under a p 'rnriary 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 Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: .......................................:................ Indicate the Property Tax. Identification_Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building(construction 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 value of 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 completed and filed with the Department no later than 4:30 P.M. each business day. No applications will,be accepted for processing after 4:30 P.X 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 may be made by calling (772) 462-1261_1. SLCCDV FORM NO: 006-05 Revised- 4/10/2012 PDSD JC Property Appraiser - St.Lucie 0--mty, FL Page 1 of 1 r PROPERTY RECORD CARD Albert D Borchetta Jr Record: 1 of 1 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ,'v,UCIE 00 Site Address: 7346 MARSH TERR ParcellD: 3321-804-0034-000-0 �G2 Sec/Town/Range: 21 :36S :39E Account* 132753 y� Map ID: 33121S Land Use: SF Res Zoning: PUD City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Albert D Borchetta Jr Jill M Borchetta MARSH LANDING AT THE RESERVE -PHASE ONE- LOT 27 (MAP Address: 7346 Marsh Terr 33/21 S) (OR 3004-1408 thru 1410) Port St Lucie FL 34986-3233 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 154800 Land Value: 38100 Acres: 0.31 6/17/2008 176000 00 WD 3004 / 1408 Assessed: 154800 Building Value: 116700 12/28/2007 0 01 PB 2922 / 1732 Ag.Credit: 0 Finished Area: 2035 SgFt 5/11/2004 288000 00 WD 1963 / 0512 Exempt: 50000 10/27/1992 140000 00 WD 0813 / 0404 Taxable: 104800 Taxes: 2329.19 Exterior Features View: 3100 Lakefront -SM ExtType: HB - HB Grade: B - B StoryHght: 0010 -1 Story Interior Features BUILDING INFORMATION RoofCover: CS - Conc Shingle RoofStruct: HP - Hip YearBit: 1992 Frame: EfiYrBlt: 1992 PrimeWall: BS - CB Stucco No.Units: 1 SecWall: - BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 0 %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 1 0100-SF Res LFCR-Front Ft 76.8 162.45 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=332180400340000 5/16/2012 .a Field Survey , ------------- Dater I� Customer: phone: ^ Owner: Phone: Address: _P � ,q el Cell: W x H MFG Model Zone EXP. Design P.S.F Test P.S.F X ,AV -Rik Construction Vertical Jambs Header Spring Pad CMU Vvood / Other equired Anchors 1 0' ` Below ,.UPY Wood Jamb Attachment To Structure�� m i ( 4 1 ) For attachment of'ambs to cast in lace concrete, Use 3/8" x 5". Install bolts a miximum 1 P la� ��IJ of 6" from each end and atlion center. Anchors must have a minimum of2-1/2" embedment into concrete. ( 2 ) For attachment to hollow block, use 1/4" diameter tapcon anchors. Install a pair of anchors a maximum of 6" from each end and'a pair at 12" on center. The pair of anchors should be approximately 3" center to center. Anchors must have a minimum of 1-1/4" embedment into hollow block. # 3 ) :attach tracks to wood frame with " x " lags & additional track brackets (as required) to secure thru existing " x IT jamb with minimum of 1 1/2" embedment into existing stud wall. WOOD FLOOR PLAN CMU Existing INTERIOR Existing Wall 0 Wall W11 STRUCTURAL DESIGN TABLE 1609.6.2(2)-continued NET PRESSURE COEFFICIENTS; CneP'" STRUCTURE OR PART THEREOF DESCRIPTION j j Cnet FACTOR II 1 Wall elements: h S 60' (Zone 5) Figure 30.4-1 i Enclosed I Partially enclosed i 1 10 square feet or less I 1.00 I 1.32 1 f I Positive 500 s uare feet or more ! 0.75 1.06 10 square feet or less , 1 -1.34 1 -1.66 i Negative 1 500 square feet or more i -0.83 1 -1.15 I � I Wall elements: h > 60' (Zone 5) See ASCE 7 Figure 30.6-1 Zone 4 i5. I Components and cladding in areas of discontinuity- walls and parapets , I Positive 20 square feet or less 1 1500 square feet or more 1 0.92 0.66 1.23 0.98 20 s uare feet or less 1 -1.68 I -2.00 Negative 500 s uare feet or more -1.00 -1.32 Parapet walls Positive i 3.64 3.95 j Negative -2.45 -2.76 For SI: 1 foot = 304.8 mm, 1 squarefoot = 0.0929 d, 1 degree = 0.0175 rad. a. Linear interpolation -between values in the table is permitted. b. Some C_ values have been grouped together. Less conservative results may be obtained by applying ASCE 7 provisions. TABLE 1609.7(1) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) EFFECTIVE WIND AREA V,,d determined in accordance with Section 1609.3.1 Width (ft) Height I (ft) 65 90 100 110 120 130 140 � I �u�l Roof Angle 0 -10 degrees 8 8 I 10.5 -11.9 11.7 -13.3 14.5 -16.4 17.5 -19.9 20.9 -23.6 124.5 -27.7 28.4 -32.2 32.6 -36.9 10 I 10 10.1 -11.4 11.4 -12.7 14.0 -15.7 17.0 -19.0 20.2 -22.7 123.7 -26.6 27.5 -30.8 31.6 -35.4 14 I 14 10.0 -10.7 10.8 -12.0 ! 13.3 -14.8 16.1 -17.9 19.2 -21A 22.5 -25.1 26.1 -29.1 30.0 -33A Roof Angle > 10 9 1 7 11.4 -12.9 12.8 -14.5 15.8 -17.9 19.1 -21.6 22.8 -25.8 i 26.7 -30.2 31.0 -35.1 135.6 -40.2 o�ii6 7 ]0.9 12.2 j 12.3 -13.7 15.2 -16.9 18.3 -20.4 21.8 -24.3 125.6 -28.5 29.7 -33.1 j 34.1 For SI: 1 Square foot = 0.929 0. 1 mph = 0.447 m/s, 1 psf = 47.88 N/m' 1. For -effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the laver effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table 1609.7(2). 3. Plus and minus signs signify pressures acting toward and away from the building surfaces. 4. Negative pressures assume door has 2 feet of width in building's end zone. TABLE 1609.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (%) l EXPOSURE MEAN ROOF HEIGHT (feet) B --- 1 C f D I 15 i 1.0 121 1.47 20 1.00 1.29 I 1.55 25 1.00 I 1.35 1.61 30 i 1.00 f 1.40 I 1.66 35 1.05 I 1.45 ! 1.70 40 1.09 1.49 1 1.74 I 45 11' 1 1.53 1.78 ! 50 1.16 1 1.56 1.81 1 1.19 1.59 1.84 i 1.97 For SI: I foot = 304.8 mm. a. All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. 2010 FLORIDA BUILDING CODE -BUILDING 16.25 MiAMFDADE 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.miamidade.izoy/pers/ DAB Door Company, Inc. 12195 NW 9Wh 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 I4a-gh� octtrflffrrrea' ne Mne. 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 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. wN 2-0 10. 4 MtAMbDAD40 ECOUNW Expiration Date: July 21, 2015 . • /�)Z Approval Date: March 1, 2012 0!?,//73 Page 1 i 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-114100, 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. oZ f23�2or2 Carlos M. Utrera, P.E. Product Control Examiner �NO�N-6'AT- -0i1 .1 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E-1 DAB Door Comnanv. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 11-0414.12" I. 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 01/11/2017. 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 01/1 1/2017. "Submitted under NOA # 05-0228.02"' 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 09/27/2004, 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 1Vo. 04-76145019.0, 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 V12 Carlos M. rera, P.E. Produg& ontrol Examiner OAINB-1111?.t0 4 Olt] 1 --', Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E -2 7-1/2' X 3" X 071" o GALV. STEEL END ROLLER W/ (6) #14 X 5/8" SMS m L7-1/1' X 2-1/4" X 18 GA. . STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS L.00DOOR 4 1" W X .15 THK SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) 014 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS 158 DIA. W MIN 5 I2-3/4"W X 5-5/8"H X .090" STEEL PLATE, 1-3/8" WITH (3) �14 X SELF DhhIIWNG SC' DOOR HEIGHT CONSISTS OF 8'-8" 2 SECTIONS 18' 2 SECTIONS 21" 1 SECTION IS" 3 SECTIONS 2P 19�i5 415ECTIONS921: - _ ski 7'-3 - - 7'-8" 5 SECTIONS it - V-9" 4 SECTIONS 18" 1 SECTION 21' 8' 3 SECTIONS IS' 2 SECTIONS 21- 8'-3- 2 SECTIONS 18" 3 SECTIONS 21° W-8' 1 SECTION 16' 4 SECTIONS 21" 6 ST: ROWS 21' - 9' 8 SECTIONS 18' - 9'-3" 5 SWRONS 18' 1 SECTION 21" 9'-8" 4 SECTIONS IS' 2 SECTIONS 21" 9'-9" 3 SECTIONS 18" 3 SECTIONS 21" 10 2 SECTIONS IS" 4 SECTIONS 21' 10.-3' 1 SECTION 18' 5 SECTIONS 21' 1O'-8' 8 SECTIONS 21" - 10'-9" 8 SECTIONS 18' 1 SECTION 21' 11' 6 SECTIONS IS" 2 SECTIONS 21' 11'-3" 4 SECTIONS 16" 3 SECTIONS 21" I1'-6" 3 SECTIONS 18' 4 SECTIONS 21" 1V-9" 2 SECTIONS 18" 5 SECTIONS 2I 12 1 SECTIONS 18" 6 SECTIONS 21 12'-3' 7 SECTIONS 21" - 12'-8' 8 SECTIONS 18" 2 SECTIONS 21' 12'-0" 5 SECTIONS 18' 3 SECTIONS 21" 13' 4 SECTIONS IS' 4 SECTIONS 21" 13'-3" 3 SECTIONS 18" 5 SECTIONS 21' 13'-6' 2 SECIONS 18" a SECTIONS 21 13'-9" 1 SECTION 18' 7 SECTIONS 21" 14' 8 SECTIONS 21' - 14'-3" 6 SECTIONS 18' 3 SECTIONS 21" 14'-6" 5 SECTIONS 18" 4 SECTIONS 21' 14'-9° 4 SECTIONS 18" 5 SECTIONS 21" 15, 3 SECTIONS 18' 8 SECTIONS 21" 15. 3" 2 SECTIONS 18" 7 SECTIONS 21' 15" 1 SECTION 18' 8 SECTIONS 2I' 9' 9 SECTIONS 21' - 18' 8 SECTI�15 18' 4 SECTIONS 21" QI *LOWI BRACKETSTD. LIFT DOOR; / 7-7/8` X 3-1/8" X .DID' PLATE WITH (4) 1 4 X 3/4" SOS CENTER STILE OUTSIDE HANDLE END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) 614 X 5/8" SMS " Q im X .6W LOCK BAR AGES IN TRACK ON EACH SIDE OF DOOR .OPTION CENTER STILES OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALT. TO LOCKS SHOWN ABOVE 8'-0" TO 9'-10" DOOR WIDTHS 10'-O" TO 11'-10° DOOR WIDTHS 12'-0" TO ?�mw DOOR WIDTHS NUT TOP FIXTURE 5-1/2" X 2-3/4" X OX, STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER �FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS SHEET 3 FOR TOP BRACKET OPTIONS TO BE INSTALLED AT ANY CENTER -7SEE / sAIM sAIM cmi I I IA. MAI IA nll Mi a e �7m�711 Jvm 0 PTIONAL FLUSH FACE ,.!P7r[ONAL VENTS WIDE AT 7' O.C. MAX. WOOD GRAIN DESIGN AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING = THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT M44-�SF GENERAL NOTES 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDRION 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 DE7A8S ARE NOT -PART OF THIS APPROVAL B. A LOAD OURAT*N.�INCgFf yE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY Engr.�JAVAQ AHOP PRODUCrREVIS» CIVIL. FIA PE // 70592 3 �YT1! wild the Flwth C.A.N.:36JQBdMI1�Cbb ( AoaplruolVp /2- J/ vJ0 86- P1561cTCwhOT 4,v m M Fn Z F- C 8 °° w ° (A W p 1 K 0= ro oz� of d• O � x _ A .055' X 2-1/4' X 3/4" X 2' GALV. STEEL U.BAR REINFORCING TRUSS a BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO Wk1FOUR 4 X 3/44* SELF DRILLING S. z WITH 1/8° X 1" S.M.S. 0 48' O.C. AND RUBBER WEATHERSTRIPPING 1 ST SECTION BOTTOM) 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 ' .4 0.55 S.Q'-\ 1.9" X 2.19' X 3,3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 14 GA. X 2-1/8" X 1" (STANDARD)) GA X 3-5/18" % 1-1/2" OPfIDPTAL) FASTENED TO PLA7TEESS W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT INTERMEDIATE SECTION Al. STOP MOULDING OR INSTALLER 0 14 x 5/8° SMS 6 PER HINGE 24 GA. STEEL PANEL N FLAPS BEM OVER PANEL O N o °a 1/2' PUNCHED HOLES I 0 4° O.C. �) n a 0 I�1 �aae 1 � z Oti I /rpm � o 3/16" POP RIVETS J TEND AT 4' O.C.(6) FOR 21" STILES (5) FOR 18" STILES.024" STL PANELSTILE ] OUTSIDE OF 000 � Q (n N 8 Z °DIN O I Oza 8 #14 X 3/4" SELF DRILLING SCREWS CAN BE USED O Ln rn IN LIEU OF #14 X 5/8° SMS. SOLID BRASS DOOR VIEWER � 2 N BY 'SCHLAGE SECURITY HARDWARE' •+ 3/4" X 2° X 2-1/2° X .G49° STEEL INSTALLED IN 8/18° DIA. HOLES IN CENTER STILE � END STILE. CONNECT TO PANELS WITH FLAPS AND (5) OR (5) 3/18" ALUM RIVETS POSITIONED AT EYE LEVEL 1/2° X 1-3/4' X .05W FORMED STEEL GLUED TO PANEL AND SECURED TO SEE DETAL ABOVE END STILE WITH (4) 3/18" POP RVETS ANCHORS: 'POWERS' �S % AND IVSTEELE 1-7/8" X LE. GLUED CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/18° RIVETS 14 % 5/8" S.M.S. 4/ HINGE 3/18' POP RNETS EDGE DISTANCE 'A"�" ° .' '�° ,' 1_-3/18 3/8" DIA. POWER -BOLT By A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) 2" MIN. EDGE DISTANCE }/8" DIA. HLC SLEEVE BV 'NaTI' B) 1-1/4° MIN. EMBED INTO CONCRETE OR FILLED BLOCK � ° u d p5 s R 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'c = 3000 PSI MIN. h c g C-90 GROUT FILLED BLOCK Vrn 4 2000 PSI MIN. WE TYPE A OR B � � o c w 4 c I IPER OWKET WE SHEET 3 FOR BRACKET §P411TAP- ... `� .,fingr..JA.Ap'.1 ►AODUCI'lAglltSpp d 393 FIA.. OWL,' . aatmil te/wmamFlsir � 3 7-1 2" X"INTERIORI 1/4-20 SS BOLT CAN. 8 A,ocgtrtoeNo IP- II l4 $ I a �(SIDE NUT"W.7-1/2° % .071" CENTER HINGE END ROLLER HINGE tiO\� +soeun� raWing o 1.52" DIA. X .50' STEEL ROLLERS STD.% TROLLER SHAFT 1.82" pIA. X .50" PLASTIC ROLLERS (OPTIONAL) 2.75° DIA X .50" STEEL ROLLERS (OPTIOS SECTION B-B WITH 4-1/4" STEMI�ssL}goy 7 POP RIVETS 5/16" X 1-5/8" LAC SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, 2-3/4" X 5-1 /2" X 3" X .104' S/16° SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY EYgEEDING 8 FT. IN HEIGHT P ROLLER BRACKET _ FASTENED W/ (8) jI 14 X S.M.S. _ 3 PER BRACKET II I A II 14 GA. GALV. STEEL ADJUSTABLE ADJUSTABLE SIDDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES J W/ 5/18-18 X 3/4" HEX HEAD - - WELDED 70 1-1/2° X 1-1/2 GA, MOLE X 14 ANGLE A M. SCREWS &NUTS. ASTEN 0 TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS __ HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" TOP BRACKET _ (STANDARD) TOP BRACKET LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT \ 1/2' X 1-3/4" X .D5B" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 2" X 5-1/2' X .104" GALV. STEEL FASTENED W/ (4) 14 X 5/e" S.M.S. TOPP R LLER BRACKET FOR HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION 1/2" X 1-3/4' X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTCAL STILES WITH (2) 3/16" POP RIVETS ,6/16" MEETING RIB PLASTIC/STEEL ROLLERS 1 52" DU1. X .50" �W/ .44 DAL X 4-1/4" STEM OPTIONAL INSULATIONS: 'DYPI �i BY AST PRODUCTS LLC' EPS-EXPANDED POLYSTYRENE DENSITY . 1.05 PCF N.OA 007-1107.08 OR -ISO-25 POLY-LSOCYANURATE DENSITY - 2.0 PCF N.OA #07-0301.10 OR BY 'INSULFOAM LC' DENSITY - 0.92 PCF N.O.A. #07-1016.07 14LEER HING6SFASTENED W/ (6) µ 14 X 5/8' SMS MIN..024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH - 39 KSI WITH PRIMER AND BAKED-DN POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA GALV. STEEL BOTTOM ACW/ (4) # R14 X 5/A8- SMS WITH 1/8' X 1" S.M.S. ® 46` O.C. SECTION A -AA -A AND RUBBER WEATHERSTRIPPING SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES GA GALV. STEEL TRACK 2 % 2 X 1/6" HOR2. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2° APART I1� FIRST AT 3" O.C. �Y REST AT 9' O.C. CONNECTED TO FLAG BRACKET ANGLE Z W/ 3/8-18 X 3/4" BOLT & NUT AND TO SPRING HAFT GUIDE WITH Q P (2) 1/4-20 X 5/8" BOLT & NUT O iT. 2-1/8*ER 'CAL TRACK SECTION A -A G � aao °a a�D sCs LL Z L4 :g d 7w 21.I N/A �i•-.. "58• -67"- —=G'- 7'=Ti"- 18 -'1$�}13/-4"=`Z3'--34"-�°= =56"-` -68'-0" 21" 8" 18" 21" 1" 11 3/4" 23` 34" 45" 56' 67° 1/4- DOOR • SECTION HEIGHTS BRA HEIGHT 1ST 2ND 3RO 4TH 5TH B1 92 B3 S4 95 B8 B7 B8 6'-0' 18" 18` 18" 18" N A 1" 11-3 4 23" 34" 45° 58° 87" - 6'-6° 21" T 18' 21" N/A 1° 11-3 4" 23" 34" 45" 58" 87" - FT.'n;� "z1� 08" *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAAJNN88 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. STEEL X RACK X 3.3'BRACKETS X .090" K^ STEEL TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH f(1) 1/4" BOLTS & NUTS. m Si m TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK FW'•PE t' 70592 C.A.N. a . , �� p9 20i1 RpArI(i6r�lirir.� DIA. LAG SCREWS BU9 I AT 8" FROM ENDS WOOD WOOD AND 15" O.C. MAX. WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SCUD BY NOT LESS THAN (3) 2X8 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. IRACK'SHALt 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 18" 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 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3' MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 318" LOT BY 'RW' 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 'HILM' 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 9 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS S L BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHER BY OTHERG 0 �3 1/4' DIA. LAG SCREWS AT 8" FROM ENDS AND 15" O.C. MAX. 5/18" X 1-5/B' LAG SCRIO. STEEL STRUCTURE BY OTHERS AT 12` O.C. MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/18• DU1. BOLTS ,'o' • - •. j' !TH WASHER k NUT I AT 12" O.G MAX, 1-1 4' X 2-1 /2" X 14 GA _ 1-1/2' 1-1/2" `— CON STEEL ANGLE 12 GA GALV. STEEL FLAT B.CKEB t3' LONG AT 12" D.C. IN DOOR OPNG. AT 1B" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ANCHOR SPACING ANCHORS I STRUCTURE I EMBED SPACING EDGE DIST. 3 B HLD SLEEVE BY HILTI CONC. 1-1 4 B' 2" 3 a HLC SLEEVE BY HILTI' FILLED BLOC 3/8' DYNABOLT BY 'ITV CONC. J B' DYNABOLT BY'ITW FILLED BLOCK .3/8 POWER-13OLT BY POWERS CONIC. 8" 2• JIB- SLEEVE -ALL BY SIMPSONS CONIC. 1-12 8"1. � o a M Q� o � 1n N Z c0W D V) 0) o I CONCRETE Pe . 3000 PSI MIN. O Z C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN. RI 2-1 8° X 1' X 14 GA. GAL , STEEL TRACK FASTENED TO TRACK PLATES S�O7TED 1/S. 21IOcXLO/CK NUT HD. O MOB qr. •JAV AI1MA0 g q CML pTLOp11CF13BVH$ED i 4j FLA. PE 7(�,62 .. .f' YbI WOIt)O t'b({d� • (),+.N!.SYS euH��HOo�r D 10 $ D ,� 6�11 Fi>.p�HTmko No Miool PmducLContiol d wing na. 2 1 DOOR PANEL 24 GA. (.024) STEEL MIN. DIA. WASHER 8 � X 3/4' SMS 1 111 0 3/8e FROM ENDS I I AND 7 D.C. MAX. I 1, (4) #e X 3/4' SMS I ljl I ` 0 1-3/8" FROM ENDS III 1 AND 6-1/2' O.C. MAX. L iIl i�ii - 1111 175 X .052 DEEP H 0 I:! GROOVE Ij lj lHI 1/4' POLYCAR80NATE LEXAN : j BY SABIC INNOVATIVE PLASTICS ! Ni i NOA #08-0305.02. i� O 0 .`' do A lill tl:l J � OLJ X .062 DEEP VE (4) 08 X 3/4' SMS 0 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. #B X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. OVL WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. * PLASTIC COMPLIES WITH .50D p 250 �� 5 SECTION 2612 OF FBC 2007 & SEE EVIDENCE PAGE o Z n OPTIONAL WINDOW LrrES IN ANY LOCATION L72565 a L344 d 0 Ot n 21 3/4" ��,�y��qqgg I.D.I C a MAX. si76.7� 176 I�--.0 R a WDW. WIDTH a c * EXTERIOR FRAME * INTERIOR FRAME 0 Q� a 18A i�/B" ?! �' (' f C �F � `- RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION y7 3 LL 3 \ p D.L.O. �3 a� 2 " o r_ LLj E'03i 2 Z � �C3 m o O3c9 tog Z 5,n Be t9 Q N O o INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS yl 3 z z 08 X 3/4' SMS © S -LLI 1 /2"—O.C. MAXI M ENDS AND 4 E `GROOVE .082 DEEP M M c I DOOR PANEL) EXTERIOR 24 GA (.024) STEEL MIN, 18/16' MIN. ni ncr. . EnB JAVAD All— • F1A PE•® 705D2 ! OAK 3B O �D11 N PRODi1C MWMD $ Bundy cuuk� AMPWM mid 2T7lZIT/�_1 Ew g2FRr rowing no. V,•mp— _