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Home My WebLink AboutSUBMITTED PAPERSVb. 8 ---&j APPLICATION FOR REPLACEMENT OF or. tt/cie WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS County 1. LOCATION/SITE ADDRESS: 5to-cs e ctr 2. PARCEL 111) NUMBER: i -?) I -Q - soiz) - C) I aw - CDC�o - 1 3. DESCRIPTION OF PROJECT OR WORK ACTwrry:--'R e o\ ct c 1 10 Cp CL (� (f� Dc)c:,(- 4. TYPE OF STRITATRE-SWR 1--' MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name:CA �ASc-- * Gren do, L-�e' rl-) FL Reg/Cert #: Address: P14cs cf/- County Cert #: qc)c)-7 City: F+ PIC--ce- State: Business Name: Zip: 3 V q 6 1 - Phone:'-1-1-Z-4(b,6 - -7 7 PhoneNumber: Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment Florida Product Approval # 120 mph 1130 mph 1140 mph Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 301 - F.B.C. Table 1609.6 (1) + 1609.6 (2) I B- Size I C- Size 7. VALUE OF CONSTRUCTION:$ V-�LQ0. Q0 FEES DUE: RECEIPT: 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 constructi onmg. O�" PRINT QUALIF19RSIOWNERS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF 5—V -- ACKNOWLEDGED BEFORE ME THIS I DAY OF 20 BY. \-' tj\*\\\'��O IS PERSONALLY KNOWN TOME OR WHO N HASPRODUCED AS IDENTIFI ATIONk SI "AOFNTARY TYPE OR PRINT NAMIXOF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER CY31 15S NOTICE TO OWNER: YOUR FAILURE TO RECORD,A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TIFFAW A. LEE MY COMMISSION # DD 985525 EXPIRES: April 26, 2014 Bonded Thru Budget Notary Serviars OF A, Property Appraiser - St.Lucie Caunty, FL Page I of I PROPERTY RECORD CARD Clyde Kern Record: 1 of I <<Prev Next t�-> Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification IEC 0 Site Address: 5503 E ECHO PINES CIR ParcelID: 1312-500-0124-000-1 SecfTown/Range: 07:34S :40E Account#: 4272 Map ID; 14/07S Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Clyde Kern Brenda Kern HOLIDAY PINES S/D-PHASE I- LOT 123 (MAP 14/07S) (OR 2771- Address: 5503 E Echo Pines Cir 2957) Fort Pierce FL 34951 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 110500 Land Value: 23800 Acres: 0.38 3/1/2007 215000 00 WD 2771/2957 Assessed: 110500 Building Value: 86700 11/13/1998 126000 00 WD 1186/0934 Ag.Credit: 0 Finished Area: 1861 SqFt 6/10/1993 105000 00 WD 0845/1367 Exempt: 55000 3f1 /1979 15000 01 Cv 0308/0287 Taxable: 55500 Taxes: 1135.03 BUILDING INFORMATION Exterior Features View: RoofCover: FS - FibrgIss Shg RoofStruct: HP - Hip ExtType: HC-HC YearBIt: 1979 Frame: Grade; C-C EffYrBIt: 1979 PrimeWall: �BS - CB Stucco StoryHght: 0010 - I Story No.Units: 1 SecWall: Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmIntWall: DW - Drywall Ful(Bath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type YIS City. Units Qual. Cord. YrBIt. No. Land Use Type Measure Depth SWAV - RES POOL AVG Y 1 450 AV AV 1979 1 0100-SF Res GFI -Front Ft 127.74 130 PA01 - POOL DK-AVG Y 1 830 AV AV 1979 ENC2 - POOL ENC-AVG Y 1 1280 AV AV 2005 DWC - Driv-Concret Y 1 720 AV AV 1979 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.orp-r/nrc.asp?prclid=l 31250001240001 7/5/2011 MODELS 24 CA 1 27 CA 1 27 GA Exr CLOPAY 1 4400, 4401 1 4M' I 431D. HDOL 2-M N ISM= -T WILM: ITS 'r-Awx .1. m � R!MMCT� TO DGG"R fluIIIIr SHOO METAL satinis 14 Gk HINGES USOD OR 24 M EXIEROR HINGE TO SUPPORIING STRUCTURE ATrACHMEW 1) ALL TH LOW FROM THE DOOR IS TRANSFERRED 70 THE TRACK AND THEN FROM THE TRACK TO THE 2.8 VERTICAL YELLOW PINE (GRADE 12 OR &TIER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL CFGP) AAMEL 2 ,I ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PRONME A FLUSH UNTING 'RrACF STUD WALLS 919 NOS SHALL BE FRANCE) SOLID BY NOT LESS THAN (3) 2.4 or EKN PRESSURE TREATED GRADE f2 OR BETTER WOOD STUDS OF A STRESS GRADE NOT LESS THAN 12W PSI NO INA. EXTREUE,FIBER STRESS IN BENDING (116). STUD WALLS 70 BE CONTINUOUS FROM FOOT= TO TIE BEAMS. -----A --- — — —�_. USED ffl4M W00%NjA ONCRETE MAL DOINt WIDTH - lw-r- COLUMN. R. WALL C. . BE GROUT REINFORCED LOCK WALL OR CONCREFE ELLS FILLED WITH CONCRETE AND REINFORCED WITH ERG REINFORCING BARS EXTENDING IWO THE FOOTING AND KA) TIE BEAMS. ALL BARS SHALL SHORT PANEL SHOWN 13E CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT Of RECORD. I, GoDIt � (i=R wj f-savP mGwumm,� m DxIB INSULLER CID Sum is GA. �V. STEEL m STLE mv. 1,17H A U, is GA. MIN. GAW. 00-217 &-00%= TG 2 " M V. �2;�;T MR. TO,X I m 1/.� NUT. III I . mm P—M = V=L. A T..w AND 1. mv. STEEL —PRRDRANDA 2x6 JAMEL ,MMUNG STRU9 ATTACHME BK—) ---PER—U—L IMWDE. 1. GA. GNIIV. STRAP'. OWN ....Xrv. ATIACKED "'" (2) HEEr krXI. ORIGINAL DRAWINGS ARE SIGNED IN BLUE 17='A. PM #.1513 INK WITH A RAISED SEAL (EMBOSS). OUTSIDE mUGgw-xCan-j= EACH SIX URCLANLIDOM 8 1 8/2.004 1 ADD MIN SP20, SE20, SF20 9 6/2005 1 UPDATED CODE REF'. OFw"L RYUC 1 01 9/20M "111 JAGGED ROLLER OPTION 11/30/07 1 ADDED ECIENDED HEIGHTS . COMBINED CLOPAY & HOMES M/N ADDED vwAcT murAw LM 21 OZ/12/05 1 ADDED MPC AND HOOF. 66G AND WG — IMPACT RESIST. CONST. DETAILS IT TAU. D.VS AM, UNDER DGOR=AUER CFO SUM] MEL AR— INC DDN, OPENING DGES NOT AITD7F THE WHO C. w 112 GA. GAiY. 0EEL OR 2 M -- —p I� STEEL mm IXKMLE TIIACK TRACK TRACK 2' GAUf STEEL TRAIIII SR`G. TRACK S'* A�TW AI'ART. GHT =541r.1-519 Uw� SCRall PER CUP. PER "M - 7G R'S"' ). = 17 ,XIX,l GO T11w HIGH). mm-mmw� Ir-w Im TAACK NOT m I,` ROG. IMPACT RESISTANT ASSENBLY DETAILS DIRAVANG 101406-A CLOPAY BUILDING PRODUCTS COMPANY - 8585 DUKE BLVD. DSIE 11 Opayl MASON, OH 45040 6/7/9! Products KFH 11 07,'D? I �>- 101485 — Florida Building Code Online Page I of 6 D nitle .7 myFlorlda Logo Town Graphic CA Hot Submit Stats BCIS Logo �Logln User Registration � �& � Publications FBC Links Search -E..x] comminutyAffa imiR-s Surcharg Staff Facts Mat) Product Approval USER: Public User ProductA proval Menu >Product or Avr)lication Search> Avoli cation Lis >Application Detail Communitv Pla FL # FL5675-R3 �ousing and Application ype Revision Emergency Code Version 2007 hfi--- Application Status Comments Approved Office of the Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Scott Hamilton developed the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA Inc.- ETL/Wamock Hersey Quality Assurance Contract Expiration Date 05/21/2028 Validated By Gary Pfuehler W: Validation Checklist - Hardcopy Received Certificate of Independence FL5675 R3 COT Certification of Independence of Validation Entity - Gary Pfuehler.nd FL5675 R3 COT Statement on Indevendence of Evaluation Entity- ScottHamilton.i)d Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2002 ASTM E330 2002 file:/A\depotserver\gdd shared file's\SPEC SHEET-N4ANUALS\CLOPAY SPEC SHEETST... 7/5/2011 Florida Building Code Online,_,,, Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Pa ,He Go to specific P-9-1 Page 2 of 6 TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option D 12111/2009 12/16/2009 01/12/2010 02/02/2010 Go to First Page 1XI Go to Previous Page Page 4 / 6 Go to Next Pag� F Go to Last Page FL # . 71 Model, Number or Name FDescription 5675.61 r W6-09 DSlEO-IM479: Doubl Skin Insulated (exterior skin 27 ga. min.; interior Coachman/Settlers/Affinity skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE0 W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL5675 R3 11 103223-A-RevIO.Rd Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/42 PSF Evaluation Reports Other: Solid doors (no glazing) are impact -resistant 75 R3 AE CBPQ 081027-A.Rdf (large missile impact). Created by Independent Third Party: No 5675.62 W6-09 DSIEO-IM479: Doubl Skin Insulated (exterior skin 27 ga. min.; interior Coachman/Settlers/Affinity skin 27ga. min.) with Overlay Single -Car (up. to 9'0" wide) WINDCODE8 W6 Garage Door Limits of Use Installation Instructions Approved for use in ElVHZ: No FL5675 R3 II 103223-B-RevIO.i)d Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/42 PSF Evaluation Reports Other: T e glazing available for this product meets e 5675 R3 AE CBPC 081027-A.I)df wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the impact resistant requirement for windborne debris regions. 5675.63 W6-09 DSIU-IA171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min., 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, WINDCODE6 W6 Garage Door 8130,8131,8133 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5675 R3 H 104180-RevOO.ndf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: +37 PSF/-37 PSF Evaluation Reports Other: The OPTIONAL glazing available for this FL5675 R3 AE CBPC 090630-A.vd product meets the wind load requirements of the building Created by Independent Third Party: No code but DOES NOT meet the impact resistant file:/A\4epotserver\gdd shared files\SPEC SHEET-MANUALS\CLOPAY SPEC SHEETST... 7/5/2011 Florida Building Code Online Page 5 of 6 Limits of Use Installation Instructions Approved for use in lffVHZ: No FL5675 R3 II 103488-A-RevO5.i)d Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +37 PSF/-37 PSF Evaluation Reports Other: Solid doors (no glazing) are impact -resistant 5 R3 AE CBPC 081027-A.I)d (large missile impact). Created by Independent Third Party: No W 6 SPO-2F449: Grand �[S�teell an (min. 24 ga.) with Overlay Single -Car (up to r-�09 Harbor, Stone Manor 01 E 9 0', 9'0" wide) WR*;DCODE6 W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL5675 R3 11 103554-A-RevO5.i)d Approved for use outside HVHZ: Yes Verified By: Mark Westerfield Fl, PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +37 PSF/-37 PSF Evaluation Reports Other: e glazing available for this product meets t e 5675 R3 AE CBPC 081027-A.pdf wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the impact resistant requirement for windbome debris regions. W6-09 SPO-217499: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to r�77 A Harbor, Stone Manor 9'0" wide) WR-4DCODEG W6 Garage Door Limits of Use Installation Instructions Approved for use in HVE[Z: No FL5675 R3 11 103554-B-RevO5.vd Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +37 PSF/-37 PSF Evaluation Reports Other: Solid doors (no glazing) are impact -resistant L5 75 R3 AE CBPC 081027-Amd (large missile impact). Created by Independent Third Party: No Z-09 W-lG899: Custom - 9 [Reo- Custom Wood Single -Car (up to 9'0" wide) PIZ eserve Collection CRD, CR800 s NDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL5675 R3 11 102833-RevO3.vdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: +39 PSF/45 PSF Evaluation Reports Other: The OPTIONAL glazing available for this FL5675 R3 AE CBPC 081027-A.i)d product meets the wind load requirements of the building Created by Independent Third Party: No code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBQ. W6-16 DSIE-lFl7l: 4300,4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; 4310,4400,4401, HDG, HDGL, interior skin 27 ga. min.) Double -Car (9'2" to 162" wide) HDGF, 66, 66G, 67, 67G, 68, WINDCODE6 W6 Garage Door with Optional Impact- 68G, SP20, SF20, SE20 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: No FL5675 R3 H 101486-A-Revl3j)d Approved for use outside HVHZ: Yes Verified By: Mark Westerfield Fl, PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +37 PSF/-40 PSF Evaluation Reports Other: S i doors (no glazing) or doors with optiona 675 R3 AE CBPC 081027-A.vd impact -resistant glazing are impact -resistant (large Created by Independent Third Party: No missile impact). 5675.78 W6-16 DSIE-IFI 71: 4300, 4301, Double -skin Insulated BPS (exterior skin 27 ga. min.; 4310,4400,4401, HDG, HDGL, interior skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) HDGF, 66, 66G, 67, 67G, 68, WINDCODEO W6 Garage Door 68G, SP20, SF20, SE20 imits of Use stallation Instructions pproved for use in HVHZ: No FL5675 R3 11 101486-B-Revl3.pd Approved for use outside EIVHZ: Yes Verified By: Mark Westerfield FL PE 48495 file:/A\depotserver\gdd shared files\SPEC SHEET-N4ANUALS\CLOPAY SPEC SHEETST... 7/5/2011 .4 4 T-4BLY 1609.6 . . . . . . . ..... .... RETE-FELULNG EIMHr -A-0 MEAN A00F H'01314T., Awl) EXPOSURE 'D KNOW 1 OWN 21 1: A.7. 1,001 1,29 1 26 1,001 1.36 Col W 1.0 1.40 1. M- 35 1.05 JAS, 1.70' 40 1,49 1.74' 45 1.12-1 IX� 1.79 60 IAS I �66' =.81 .65' 1.19. Mi9 1.84 Ba 1221 1.62 LI-87 TABLk FORMULA FOR DESIGN PRESSURES Example: 25 ft mean roof height, exposure C 16 X 7 Door 140mph. Pressure Exposure C multiplier Reg. Design Pressure 29.7 X 1.35 = +40.095 -33.1 X 1.35 = -44.685 Garage Door must be rated at +40.1/-44.68 minimum. This formula must be completed for exposure C: Pressure Exposure.0 mulfiPlier Reg. Desim Pressure X N X H &T'ECT'IVE'W-N'D AREA ph secon. ;Cust) Baqf0ffind.Sppad.v(mp width 410191.1t .(Rj 90 0 -0 lid 120 -3 0 uo ISO ROW 8. 10.5 -i33 'F14T. -1 17-5 A9,g 120.9' -23.6 . 224-5 1 21.4 -12.2 T 12-6 --3&9 '10- 10 10.t il.4, 42-1-. 114. Jd: -15Y. 17.0 A16.0 1 2C2. 1..'217, 461" 2-t.5'. �na 31. U. 1 '44 1 'Ift 4041 '16-a A24, 1 13�3 44.t- 1 j6A 4T4 1 PvoofAmn, e;,>*I0 '11.4 VZ -44.5. 1 15.8`47.9- 1:190, -21.6 1 22t �25.9 -26.7'-30.2 1. UA �35.1- 1,35.6 4.02 12;3, -j. 10.9. - �I 3.7 15.2-A 6.9-1 48.3 4214 1 �,f �, 4. -2A, -�85 S8.0 =1 Maciyl- log t�,*Uro na ax�� 6iiaffi Tabl wmAm 1"'i '-` "Table Z=ge 40M f�i, I tg��i��-beva