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Home My WebLink AboutSUBMITTED PAPERSDATE - APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS p& OVERHEAD GARAGE DOORS I• LOCATION/SITEADDRESS: o(� U66S p Ld C k k14 t)•V i/'Z_ Z• PARCEL ID NUMBER: 136 1 -004 -,( I PERMIT NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 (772)462-Iuo3 I Ps L1 3• DESCRIPTION OF PROJECTOR WORK ACTIVITY: 1• TYPE OF STRUCTURE: SFR_� MOBILE HOME OTHER 5• OWNER INFORMATION 6. CONTRACTOR'S INFORMATION .Name: y� -' h t FL Reg/Cert #: CSb wkftr Address: Lo n County Cert #: `% %�j �(� City: + I elvC-Z r� D _�'� o State: r L e-01/ /t S (D �1 ` / Business Name: t Zip: J �I �� Phone: � �p � " 3� 6! -< z Phone Number: _ 4(j1 � � > b — Z9� 2. 0 - Email: Email M;-1 COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR [] Attach 2 copies of the Product Approval with details to the pro ct being used. VALUE OF CONSTRUCTION: $ FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application, i' correct that I work will be done in compliance with all applicable laws regulating construction a oning. PRINT OWNEI OR C TRACTOR/QUALIFIER NAME SIGNATURE WNER OR CO R CT R/QUALIFIER SPATE OF FLORIDA, COUNTY OF >; ACKNOWLEDGED BEFORE M , III DAI OF 20 BY A, WH 1 ' RSONALLI' KNOB N'1'O M OR 1V11 HS PRODUCED AS IDENTIFICATION. rn / S GN 7 y '� I v 1 ` �" lik Tl PE O PRINT ME OF' TARY Notary Public State of,Florida NANO ? Sri M Riccaboni TITLE: NOTARI'PUBLIC j 4 COMMISSION N(IMBER � My commissionEE174164 prod Expires05/28/2016 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYIN TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT MPROVEMENTS ME WITH Y YOUR NOTICE OF COMMENCEMENT. OUR LENDER OR AN ATTORNEY BEFORE RECORDING ST. LUCIE COUNTY Vinyl Siding 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, and Doors is to be used only for 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 Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: l . 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) arid 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.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 . may be made by calling (772) 462-1261. SLCCDV FORM NO: 006-65 Revised: 4/10/2012 13DSD JC may.28.2014 08:20 AM Andrew Woodson 77279490,69 PAGE. . -5- . — , Lens i ar";d;nc� 2xu!ate fail �,: ►OFFICEOF'THEI` _ caETaRir ri w � � k n 1 1 x�(� r !�✓4+S'bMa°-��""d �,��,x t. a +',�a- i.w- b"` _ 7 8 '� 7'�tz.3•.J Fit 1°',.L Ar.. .. sr tt.,f �, . w _ 3�`. oe+o�4istgrr� jto!rtAetn"st!r 9 Risk Product Approval USER: Public User > Product or Application Search > Application List > App6otion Detail DIlcation Type ie Version 311cation Status nments :hived duct Manufacturer cress/Phone/Email Authorized Signature technical Representative / ddress/Phone/EmaII I Quality Assurance Representative Address/Phone/Emall gategory ubcategory Compliance Method Cieruncaucin Agency Vlalidated By FL4334-R6 Affirmation 2010 Approved Masonite International 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschrelber@masonite.com Steve Schreiber sschrei ber@ masonite, co m Exterior Doors Swinging Exterior Door Assemblies ification Mark or Usting 4010<V, paI Accreditation & Management Institute, nal Accreditation & Management Institute, Referenced Standard and Year (of Standard) I I I E� uivalence of Product Standards C7rtified By I Documentation from approved Evaluation or Validation Entity Stand Year TAS 2 1994 TAS 2 1994 TAS 203JON%1994 e http://floridabuildIng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFI... 2/23/2014 VIOZ/£Z/Z Lbn�tJY�ISUbQVAaXAgJm= -itdLxdse'Iip ddC ad ad zo'2u'uo / /� ?PimaeP. 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Evaluated for use in locations adhering to the FL4334 R6 II FL0120.Ddf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6-8" max nominal size. JEL4334 R6 AE 502A.Ddf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO120-05 for additional information. 334.6 Fiberglass Side -hinged Door Units 6 -8" Opaque I/S Door w/ or w/o Sidelites - Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NIO05930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.5/-50.5 Installation Instructions Other. Evaluated for use in locations adhering to the FL4334 R6 II FL0120.Ddf Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x W-8" max nominal size. FL4334 R6 AE 502A.Ddf Hurricane protective system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO120-05 for additional information. 4334.7 Fberglass Side -hinged Door Units 8'-O" Glazed I/S and O/S Door w/ or w/o Sidelites - Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL4334 R6 II FLO123.Ddf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4334 R6 AE 501A odf Hurricane protective system Is NOT required. See anchor tletali DWG-MA-FLO123-05 for additional information. Created by Independent Third Party: Yes 4334.8 Fiberglass Side -hinged Door Units 6'-•8" Glazed I/S and O/S Door w/ or w/o Sidelites; I -Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.03.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/3012015 Design Pressure: +60.0/-60.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL4334 R6 II FLO122 odf Building Code Including the High Velocity Verified By: National Accreditation & Management LrIda ne Zone, and where pressure requirements as nstitute, dined by ASCE 7, Minimum Design Loads for Cheated by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. �IurTicane protective system is NOT required. See FL4334 R6 AE 502A.I)df Created anchor detail by Independent Third Party: Yes DWG-MA-FLO122-05 for additional information. Back Next Contact US :: 121Q North Monroe c= TallahWgft w zZano Phone• 850-487-1824 The State of Florida is an WEED employer. corAgioht 2D07 2013 2-a12 of Florida :: Pm%Q� Statement . • Acnesibility Statement .. Refund Statement 'Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not ,send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. '-Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public rilecord. If you do not wish to supply a personal address, please provide the Department with an ema8 address which can be made available to the public To determine if you are a licensee under Chapter 455, FS., please dick fyge . i Product Approval Accepts: I http://floridabuilding.org/car/car_ape_dtl.aspx?param=wGEVXQwtDgttSMGyvgTuliPuaFI... 2/23/2014 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930.03 1955 Powis Road Certification Date: 02/17/2005 West Chicago, IL 60185 Expiration Date: 04/30/2015 Revision Date: 05/23/2011 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and -w/o, Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAM Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listin at Nrrvw.Namicerti{7cation.com. NAMI's Certification Prouram is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration40utswin or or Maximum Pressure Test Impact Drawing Number & Opaque Size Pos/Neg Pressure Rated Comments X US Glazed 3'0" x 6W' +60/-60 2.86 psf Yes NCTI.-210-3108-1 Single Maximum Panel Size: 3'0" x 6'8'. Anchor Detail-MA-F1-0122-05 X O/S Glazed 3'0" x 6'8" +60/-60 6.0 psf/ Yes NCTL-210-3108-1 Single 9.0 psf* p Maximum Panel Size: 3'0" x 6'8'" Anchor Detail-K4A-FLO122-0? XX US Glazed 6'0" x 6'8" +60/-60 2.86 psf Yes NCTL-210-3108-1 Double Maximum Panel Size: 3'0" x 6'8" Anchor Dctail-MA-FLO122-0> XX O/S Glazed 6'0" x 6'8" +60/-60 6.0 psf/ Yes NCI'L-210-3108-1 Double 9.0 psf" Miminum Pancl Size. 3'0" x 6'8" Anchor Details-MA-FLO122--05 XO/OX I/S Glazed Door 610" x 6'8" +60/-60 2.86 psf Door -Yes NC I--210-3108-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3"0" x 6'8" Anchor Dctail-MA-1:1.0122-05 XO/OX O/S Glazed Door 6'0" x 6'8" 4-60/-60 6.0 psf/ Door -Yes NC11-210-3108-1 Single w/Sidelites Glazed Sidelite 9.0 psf* Sidelite-Yes Maximum Panel Size: 3'0'" x 6'8" Anchor Derail-MA-FLO122-0> OXO /S Glazed Door 910" x 6'8" 1-60/-60 2.86 psf Door -Yes NC11-210-3108-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0122-0i OXO O/S Glazed Door 9'0" x 6'87' +60/-60 6.0 psf/ Door -Yes _ NCfL-210-3108-1 Single w/Sidelites Glazed Sidelites 9.0 psf** p Sidelites-Yes Maximum Panel Size: 3'0'" x 6'8" Anchor Detail-MA-1:1.0122-05 OXXO US Glazed Doors 12'6" x 6'8" +60/-60 2.86 psf Doors -Yes NCTL-210-3108-1 —7 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8'• Anchor Detail-MA-F1.0122-0i OXXO O/S Glazed Doors 12'6" x 618" +-60/-60 6.0 psF Doors -Yes NCTL-210-3108-1 Doublep w/Sidelites Glazed Sidelites 9.0 sf* es Sidelites-Yes Maximum Panel Sizr. '1'. x Anchor Uetail- - 1L(1122-0sOi High Oam 1 hreshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Have 230 Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: I1 � HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-B" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING 10 THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: T-T nCC!`OIDTNIN _ ,nre- SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM 0635 0.56 IN MIN C-1 SMOKE DENSITY lSTM D21 43 53.47 , TENSILE STRENGTH' ASTM E616 3.2% DIFF 'IJILL �IRCl�lslrl A�ILH WtAI HLHING 450U HOURS XCNON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT I TABLE OF CONTENTS ,SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 1ANCHORING LOCATIONS & DETAILS 149" VAX. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH � o � N L.I 1(j J U W to O O = c a DOUBLE DOOR UNIT W/SID LITES SINGLE DOOR UN17 SINGLE DOOR UNIT SINGLE DOOR UNIT Wo%D"LIT S WITH SIDELIT WITH SIDcLIl Ad& dmn lo HAM) CTrTcWimNo_ /L/Rlwieww 5930 Daig Lu 11 u DOUBLE DOOR UNIT WISIDEIITFS DESIGN PRESSURE RATING WHERE 'WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONRG I MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING' X 37.5 +50.0 -60.0 +60.0 -60.0 +19.0 -'. 9.0 +40.0 -40.0 +60.0 -60.0 XX 74 +60.0 -60.0 +60.0 AN a- +19.0 -t9.0 .0 .0 +60.0 -60.0 O% or %O I 75 +60.0 -60.0 +60.0 -60.0 +19.0 -19,0 .0 .0 +60.0 O%0 112.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 .0 .0 g+4j-4 +60.0 -50.0 OXXO 149 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 .0 .0 +60.0 -60.0 CL CC) 0 O J Lo O � J cr) O ZaU Lo U7 O � F- LLLJ � S , DATE: 2111105 I SCALN.7.S. DWG nwc ew SWS --- CZ By: KURT BALTHAZOR DRAWINC NO.: FLORIDA P.E. DwG-MA-FLO122- #56533 SHEET I of 3 6" SEE' DETAIL 3� DETAIL — 6" �1 L L._, 3 I I r.I 3,."Er 3 Y.f I I?1 c 3" c �— 31 . h IMF 1 SEE DETAIL "C" n 3 I I 0 4 B a J o w B � I O B 0 � 11 6" Ir 6" 3" 6' o a U a SEE DETAIL_ I "D" J a w ' w 0 o vi a G SEE DETAIL — - #8 x 2-1/2" #8 x 2— 1/ #10 x 2" #10 x 5/8" DETAIL T" ASTRAGAL #8 x 2-1/2" # 10 x 3/4 ATTACH ASTRAGAL RETAINER BOLT #10 x 5/8" STRIKE PLATE TO FRAME ❑ #10 x 3/41. AS SHOWN. #10 x 2" DETAIL "C" DETAIL "D" TYP. 1 0.962"1 1 1.375" C7:)� 1.75" 1 1.047' T T T INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD 0.124 ANNF•' �^ 0.090" SAFLEI 0.124" ANNI 6" DETAIL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL T" ASTRAGAL "^^^4ATIVE INSERT JNAQ TEMP. ALUMINUMSPACER BUM S,. `J6 x 1-1/2" PHI Dow 832 0Cw 6 32 OR EQUAL •:;�A�q IO0,, EQUAL E%iERIOR •.. � IYTERR TYPICAL GLAZING DETAIL IMPACT RATED CLASS L!) � - O O� Q c J �O !:�j �U Z a = � � U z Ln CD (51 F— Q � Lu Ad&WLn WNMI DATE: 217 I/Of SCALL: N.T.S. C8Vi Ii'mND: /US 5930 DWG. BY: Svcs DO CHH. BY. m SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED 3Y ROBERTO LOAAS, PE ( LORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. I r 6"3 I I c 3,6" r ! I— 31 _ — 6" 6 - --- - _ --! I� 0 V r J J ¢ 0 c _ _ a s 1.50" MIN —MAX SHIM CIL —I I- Y:: TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWARE SCHEDULE 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1.25" ' MIN 0.25" MAX SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION Addendum IO NVI Cendlcat>anNo.: N 5'930 Renewed By. Date ` DATE: 2111105 SCALE: N.T.S. DWG. BY. SWS CHI(. By'. ORAwiNG NO.: DING-MA-FL0122-05 SHEET 3 Or 3