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HomeMy WebLinkAboutBuilding PermitALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 06/25/2020 Permit Number: Building Permit Application Planning and Development 5ervices Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone; (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Window/door Address: 7602 Brookline Avenue Legal Description: Lakewood Park Unit 7 80 Lot 3 And W 1/2 Lot 4 Map 13/02N OR 3282-1196 Property Tax I D #: 13017607-0254-000-5 Lot No. 80 Site Plan Name: Block No. 3 Project Name: Setbacks Front Back: Right Side: Left Side: Remove & Replace 9 x 7 Garage Door ❑HVAC ❑ Gas Tank 11 Electric ❑Plumbing Total Sq. Ft of Construction: Cost of Construction: S 1,560.00 Piping ❑_Shutters Windows/Doors nklers ❑ Generator ❑ Roof S. Ft. of First Floor: Utilitles:SewerUSeptic Building Height: O W N ER/LESSEE: CONTRACTOR: Name Daniel Castro Name: SimeonSPagnuolo Address; 7602 Brookline Avenue Company: ABCO Garage Door Company, Inc. city: Ft. Pierce State: FL Zip Code: 34951 Fax: Phone No, (772) 217-0115 Address: 670 8th Court City: Vero Beach State: FL Zip Code: 32962 Fax; 772-567-0894 Phone No. 772-567-9098 E -Mail: Fill In fee simple Title Holder on next page ( if different from the Owner listed above) E -Mail: abcodoorvb@outlook.com State or County License: 27233 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required, SUPPLEMENTALCONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: — Not Applicable Name: Name: Address: Address: City, State: _ City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or Installation has commenced prior to the Issuance of a permit. St. Lucie County makes no representation that is granting a permit will aut�orize the permit holder to build the subject structure is in Home Owners Association rules, by aws or and covenants that may restrict or prohibit such which conflict with any applicable structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucle County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for Improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. if you intend to obtain financing, consult with lender or an attorney before commencing work or recording Vour Notice of Commencement. s _ Signature of Owner/ Lessee/Agent Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF IndlenRlver COUNTY OF mm- Pier instrment was acknowledged before me The forgJune 206y 2b The forgoing Instrument was acknowledged before me 25 dayof June 20 20 by this day of 20 this Amanda RiLan Amand Ruan (Name of person acknowledging) (Name of person acknowledging ) (Signature of Notary Public- State of Florida) (Signature of Notary Public- State of Florida ) Personally Known x OR Produced Identification _ Personally Known x OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No, (Seal) Commission No. T»;P¢ AMANDARUAN ,- Commission # GG 026524 • - i' ,.- Expires September , 026524 eondedThmTgFain lnaurence8Wa8&701 Revised 07/15(2014 =.: ,Commission#GG :^•+;: Expires September 5, 2020 REVIEWS FRO O I G SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Michelle Franklin, CFA -- Saint Lucie County Property Appraiser --All rights reserved. Property Identification Site Address: Parcel ID: Account #: Map ID: Use Type: Zoning: City/County: ownership Daniel Castro 7602 Brookline AVE Fort Pierce, FL 34951 Legal Description LAKEWOOD PARK -UNIT 7- BLK 80 LOT3 AND W 1/2 LOT 4 (MAP 13/02N) (OR 3282-1196) Current Values Just/Market Value: $122,900 Assessed Value: - $56,580 Exemptions: $32,080 Taxable Value: $24,500 Property taxes are subject to change upon change of ownership. • Past taxes are not a reliable projection of future taxes. • The sale of a property will prompt file removal of all exemptions, assessment caps, and special classifications. Taxes for this parcel: SLC Tax Collectors Office ❑ Download TRIM for this parcel: Download PDF ❑ 7602 BROOKLINE AVE 1301-607-0254-000-5 1881 13/02N 0100 RS -4 Count Saint Lucie County Total Areas Finished/Under Air (SF): 1,194 Gross Sketched Area (SF): 1,747 Land Size (acres): 0,36 Land Size (SF): 15,600 All information is believed to be connect at this time, but is subject to change and is provided without any warranty. © Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Building Information Finished Area: 1,194 SF Gross Sketched Area: 1,747 SF Building Type: Grade: Year Built: Effective Year: No. Units: Primary Wall: Secondary Wall: Roof Cover: Roof Structure: View: Frame: Story Height: Bedrooms: Full Baths: Half Baths: Primary Int Wall: Primary Floors: Avg Hgt/Floor: Heat Type: Heat Fuel: Electric: A/C %: Heated %: Int Sprinkler %: Exterior Data HC C 1981 1981 1 CB Stucco Dim Shingle Hip I Story Interior Data 3 2 0 Drywall Carpet 0 FrcdHotAir ELEC MAXIMUM 100% 100% N/A% All information is believed to be connect at this time, but is subject to change and is provided without any warranty. 0 Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. =WM SCIS Home I Log In 1 User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I SCIS Site Map I Links I Search I b a Product Approval USER: Public User PrPr d�u[t AApproval Menu > Product or Aoplicatlon Search > AOPllcatlon List > Application Detail FL # FL16107-Rll Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwesterfleld@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 developed the Scott Hamilton Evaluation Report ANSI/DASMA 108 Florida License PE -63286 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler 2002 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards FL16107 R11 COI Certification of independence of Validation Entity_ Gary Pfuehler.pdf FL16107 RII COI Statement on Independence of Evaluation Entity_ ScottHamilton 120424 pdf Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 doors withoptional impact -resistant glazing are impact - resistant (large missile impact). 16107.25 25 W6-09 PAN -217153: 84A, 94, 73, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 1500, 190, 4RST, 4RSF, 4F, WINDCODE@ W6 Garage Door 6RST, 6RSF, 48, 42, 55, 486, 428, 555, GOSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 RII It 101348-B-Revi7-signed.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure; +38 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R11 AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.26 26 W6-09 PAN -217156: 76, 76V, 2RST Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R11 II 101348-A-Revl7-signed.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 Rif AE CBPC 130214-A.pdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.27 27 W6-09 PAN -21`156: 76, 76V, 2RST Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 Ril 1I 101348-B-Revl7-signed.pdI Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF ..._.._ Evaluation Reports Other: Doom wftfi standard glazing meet the wind load--...., FL16107 Rll AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet theimpach-,.. Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.28 28 W6-09 DSIE-IA171: 2050, 2051, Double -skin Insulated EPS(exterlor skin 27 ga. min.; interior 2053, 4050, 4051, 4053, 62, 64, 65, skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W6 62G, 621-6, 64G, SDP38, SFL38, Garage Door SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Installation Instructions -Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL16107 Rll II 104814-A-ReV00-signed.pdf Verified By: Scott Hamilton FL PE 63286 _ Impact Resistant: Yes ---- Created by Independent Third Party: No Design Pressure: +36 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors are FL16107 Rll AE CBPC 130423-A.pdf impact -resistant (large missile impact). Created by Independent Third Party: No 16107.29 29 W6-09 DSIE-1A171: 2050, 2051, Double -skin Insulated EPS(exterior skin 27 ga. min.; interior 2053, 4050, 4051, 4053, 62, 64, 65, skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W6 62G, 621-G, 64G, SDP38, SFL38, Garage Door SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R11 II 104814-B-Rev00-signed.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R11 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.30 30 W6-09 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W6 AR21_P, ED2SP, ED21-P, 4302, HDGC, Garage Door with Optional Impact -Resistant Lites 6202, MFC68, 4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 Rli II 103954-A-Rev05-signed.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH, Solid doors or FL16107 R11 AE CBPC 130423-A.pdf Created by Independent Third Party: No IF Ml z p ?R g N map a ; --- •. o_ 9M 0, 51 82 a Eli £�€ - ^ Rasp o� 4:s - N§gad=B° OP . M € ll tom =� S oho ���'�: �^. xo ,.; m•i;�w u A 6 »& =a gP list 0 W yn6 o ow �^�=.y x NoNV)JPVln ?i - 3m v t c pD� 5 z L1m ozS - pom� _ bu V1`Nl ozwnynkFio�in,.J'-oooNotz.V.Pc%5�'n � w�v- Y��°nN.n"�wi$ „, �oNu��i,i mpro'�=zz"o�Li`,��o'7ar �m;�z-^ �.DfO`yov:t�O{y0I1 �."ZmOaz 'rf."feVn<z-�ykySNXn5D!,�'Pmm1w„d_zina,�°i'L�b:N�ls�Sm0obp4`,.zco�9F�E':,•, �ACQ�RRa,�3y my��n-':"z'�a�p_� ��r�'nF��whmzOcoi i ,pN`n.wVx.��•.,,vmiaw.`p�i Ns NIS c°❑ fi RNpp P90516E OJ HIGH 19:1 11 osyoU SIPwNicol . 4 O `11-1`1!1*Ut''o ..dr..••a4"UuWa: .joOin r dd ^' _ V1 zz''�eFRu *'1t`ssss � _ �V°N �➢3�ti hn r. " n April 23, 2013 (Revised 4/5/2020) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM -E330-2002 and ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through 5 are in compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as Impact -resistant assemblies (large missile Impact). 115, max. aoor size y'U' x lb'V"; +ib/ -44 PSF laesign i max. door size 9'0" x 16'0"; +54/-60 PSF (design 1 TABLE 2: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1A171: 104814-A-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load) 103488-A-Rev08, max. door size 9'0" x 16'0"; +38/-44, PSF (design I 104790-A-Rev08, max. door size 16'2" x 16'0"; +38/-42 PSF (design 1 , max. aoor size y'0" x lb'u"; +38/-44 PSF �aesign , max. door size 16'2" x 16'0"; +38/-42 PSF design TABLE 5: Drawings for doors with Manufacturina Product Code (MPC) SPO -217449: 104790-A-Rev08, max, door size 16'2" x 16'0"; +38/-42 PSF (design load) For the doors in Tables 6 through 10, Static Pressure Tests were conducted in accordance with ASTM -E330-2002 and ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 6 through 10 are in compliance with these test requirements of the Florida Building Code. PAGE 1 OF 3 FILE: CBPC 130423-A.5 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS. W6 - W8 TABLE 6: Drawings for doors with Manufacturing Product Code (MPC) DSIE-iF471: 103954-B-Rev05, max. door size 9'0" x 16'0"; +36/-44 PSF (design load) TABLE 7: Drawings for doors with Manufacturino Product Code (MPC) DSIE-11411: 104814-B-Rev00, max, door size 9'0" x 16'0"; +36/-44 PSF (design load) 103488-B-Rev08, '0" max. door size 9 x 16'0"; +38/-44 P5F (design load) 104790-B-Rev08, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) PAN -2F446: 103488-B-Rev08, max. door size 9'0" x 16'0"; +38/-44 PSF (design load) 104790-B-RevO8, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) TABLE 10: Drawings for doors with Manufacturing Product Code (MPC) SPO 21449: 104790-B-RevOB, max, door size 162" x 16'0"; +38/-42 PSF (design load) Test Reports: ATL -0115,01-1311 (3/18/13), ATL -0117,01-13 (3/18/13), ATL -0102,01-13 (2/20/13), ATL -0304,01-13 (5/1/13), ATL -0308,01-13 (5/1/13), ATL -0213,01-13 (4/29/13), ATL -0326,01-13 (5/1/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description for doors with MPC DSIE-1F471: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 per ASTM A653. The maximum section height is 24". These doors may have optional Impact -Resistant Glazing (Aluminum). Optional Impact -Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED21_P, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-IA171: These doors consist of 1-3/8" double -skin insulated sections with an EPS core laminated to both skins. Outer skin is min. 27 ga. (0.016") and inner skin is min. 29 ga. (0.012) G40 per ASTM A653. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 64G, 65G, DP38, FL38, R1338, 134, 135, 136, 6130, 6131, 6133. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN -2F443: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is 24". The sections may have EPS foam insulation inserted into the pan cavity, These doors may have optional Impact -Resistant Glazing (Aluminum). Optional Impact - Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: G4S, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, MR4S, SS4, AMS, MR4SV, SS4V, AR4SV, BD4E, BD4EV, BR4E, BR4EV, PR4E, PR4EV, RR4E, RR4EV. Not all models may be shown on a given drawing. PAGE 2 OF 3 FILE: CBPC 130423-A.5 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W6 - W8 Product Description for doors with MPC PAN -2F446: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is 24". The sections may have EPS foam insulation inserted into the pan cavity. These doors may have optional Impact -Resistant Glazing (Aluminum). Optional Impact - Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: G41-, GI -4, GD41-, GR41-, G4LV, GL4V, GD4LV, GR4LV, E41-, ED41-, E41 -V, ED4LV, MR41-, SI -4, AR41-, MR41-V, SL4V, AR4LV. Not all models may be shown on a given drawing. Product Description for doors with MPC SPO -2F449: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is 24". The sections may have decorative overlays. The following models are at least structurally equivalent to the tested door: GHnn, GHRnn, GHRvnn, SPnn, SPVnn, SMnn where "nn" represents the configuration of the overlays. Not all models may be shown on a given drawing. Impact Resistant Glazing (Aluminum The optional impact resistant glazing is an aluminum front frame and a separate polycarbonate glazing that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approved polycarbonate materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp. 8/27/17). Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, Including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and Installation requirements. Signature: Scott HaL Florida P. E. No. 63286 Date: 415-1,p `pl�nu�ui�i ENS' y No 63286 9 STATE OF 4/� q�,fill,�NA+, PAGE 3 OF 3 FILE: CBPC 130423-A.5