No preview available
HomeMy WebLinkAboutPermit applicationALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 6/12/17 Permit Number: Building Permit Application Planning and Development Services 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 4001, Address: 6101 SPRING GARDEN PL Leizal Description: LAKEWOOD PARK DESIGNER/ENGINEER Name: _ Address: City: Zip: Phone: FEE SIMPLE TITLE HOLDER: Name: Address: City: Zip: Phone: _ X Not Applicable State: X Not Applicable MORTGAGE COMPANY: Name: Address: Citv: Zip: Phone: X Not Applicable State: BONDING COMPANY: X Not Applicable Name: _ Address: City:_ Zip: I certify that no work or installation has commenced prior to the issuance of a permit. Phone: St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such 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. Lucie 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. Signature of Owner/Le Contractor as Agent for Owner Sign— afore ofContra/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF SV LAAU� COUNTY OF S� �C_'� The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this �� day of this 20 L�by this �� day of �y.�� 20 by (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary Public State of Florida) (Signature of Notary Public- State of Florida ) Personally Known V" OR Produced Identification Type of Identification Produced Commission No. ����� ��PaS�I) TIFFANY A. LEI MY COMMISSION # FF �' EXPIRES: Ap6l 26, r,Cn ,69° Bonded Thru Budget 90,ary Revised 07/15/2014 Personally Known ✓ OR Produced Identification Type of Identification Produced Commission No. F_7+ 18 al) TIFFANY A. LEE M`( COMMISSION # FF 1 BondedThru Budget Notary REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 6101 SPRING GARDEN PL Sec/Town/Range: 02/34S/39E Map ID: 13/025 Zoning: RS -4 Ownership Peter Stoffella Maria C Stoffella 6101 Spring Garden PI Fort Pierce, FL 34951 Legal Description LAKEWOOD PARK -UNIT 5- BLK 50 LOT I AND E 77 FT OF S 130 FT OF TRACT 8 (MAP 13/025) (OR 661-1936: 708-2399) Current Values Just/Market Value: $115,000 Assessed Value: $75,012 Exemptions: $50,000 Taxable Value: $25,012 Taxes for this parcel: SLC Tax Collector's Office Download TRIM for this parcel: Download PDF Parcel ID: 1301-605-0250-000-1 Account #: 1278 Use Type: 0100 Jurisdiction: Saint Lucie County Total Areas Finished/Under Air (SF): 1,930 Gross Area (SF): 2,650 Land Size (acres): 0.59 Land Size (SF): 25,550 This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2017 Saint Lucie County Property Appraiser. All rights reserved. http://www.paslc.org/RECard/ 6/12/2017 U, 0 ,-Y . 2 g v w x! w. D ID i. 3 1 5 ex 1 7-1. 1 1 a t p, Q, Ui ........... NI j: jl ie" ID 41 Wd! ij C7 i . . . ........ Lr 1H N71D3S xW11 2 g v w x! w. D ID i. 3 1 5 ex w x! w. D ID V, aA zl CA VA. 3 1 5 Ui jl ie" t7 CA C111, m f :l M m ti sflr PIP, wilt rJrr............. ..... . . . ..................... ............ .... . ....................... ........... L. ti sflr PIP, wilt rJrr............. ..... . . . ..................... ............ .... . ....................... ci------ ---- -------- Cl_of I GI og� 0 . ... . ... B ry n R--Xa- i.i5" ti ID; C ME, -j i .. . ..... . ...... 'n V la >_, Y o0 �z u Ll- iz ci------ ---- -------- Cl_of I GI og� 0 . ... . ... B ry n R--Xa- i.i5" ti ID; C ME, -j i .. . ..... . ...... O Q ii;6 fr f-) Cl_of I GI og� A. . ... . ... B ry n R--Xa- i.i5" ti ID; C ME, i .. . ..... . ...... f-) GI og� ti O Y o0 �z u f-) (\I yT 8 R 4 *.-1 . .......... LI ..... . ........... . . X, oa lag 9 811 wag 1 -Mv - dEy mMo San IM21FIRE U , ZI01 hotV2 ills I, yT 8 R 4 *.-1 . .......... . .. ..... . ........... . . X, lag 9 811 wag 1 -Mv - mMo IM21FIRE U , ZI01 hotV2 I, yT 8 R 4 *.-1 . .......... . .. ..... . ........... . . X, IM21FIRE U , ZI01 hotV2 yT 8 R 4 *.-1 &I, a IM21FIRE U , ZI01 hotV2 &I, a Florida Building Code Online Page 1 of 5 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff t BCIS Site Map Links Search Product Approval :. USER: Public User Product A.00rcval P'e:u > Product or Application Search > A l7Approved to Detail FL # 9 Application Type Code Version Application Status Comments Archived Product ManufacturerClopay 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 _.i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE -63286 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler ..3 Validation Checklist - Hardcopy Received Certificate of Independence FL1610r.._R9 COI _._Certificatiarz.._of._independence�._o= Val idatiun Entity_ Gary PKu F,ler.Rf FL16107 R9 COI Statement on Independence of Evaluation Entity- Scott?-lgmilton_ 120424-I>cf Referenced Standard and Year (of Standard) 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl 09... 6/12/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/14/2016 Date Validated 10/20/2016 Date Pending FBC Approval 10/21/2016 Date Approved 12/14/2016 Page 2 of 5 Summary of Products Go to Page Fmm�] Pagel/30 # Model, Number or Name Description 16107.1 01 W6-16 DSIE-1F171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; Lf�� 4301, 4310, HDG, HDGL, HDGF, interior skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) 66, 66G, 67, 67G, 68, SP200, WINDCODE@ W6 Garage Door SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI -16107 _iR9 II 104724-A-Rev03-signed.Ddf 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/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R9 AE CBPC 121212-A.odf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). FL16107 R9 If 104724-B-Rev03-sianed.Ddf 16107.2 02 W6-16 DSIE-1F171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; Limits of Use 4301, 4310, HDG, HDGL, HDGF, interior skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) R 116_07.1R9_ I,,104710_A-Rey03-sioned.p f 66, 66G, 67, 67G, 68, SP200, WINDCODE® W6 Garage Door Impact Resistant: Yes SF200, SE200, 6200, 6201, 6203 Design Pressure: +36 PSF/-42 PSF Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 If 104724-B-Rev03-sianed.Ddf 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/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load F1_16107 R9 AE CBPC 1.212.12-A.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.3 03 W6-16 PAN -21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, 4RST, 6RST, GD5S, GRSS, AR5S, EDSS Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ W6 Garage Door with Optional Impact- Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes R 116_07.1R9_ I,,104710_A-Rey03-sioned.p f Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or i%1.6107 R9 AE_C_B-PC,. 1.2.1212-A.(;df doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.4 04 W6-16 PAN -21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, 4RST, 6RST, GD5S, GRSS, AR5S, ED5S Steel Pan (min. 25 ga.) Double -Car (9'2" to 162" wide) WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 104710-B-Rev03-sioned.udf 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/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 121212-A.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.5 05 W6-16 PAN -21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double -Car (9'2" to 162" wide) 48, 48B, 4F, 4RST WINDCODE® W6 Garage Door with Optional Impact Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes ;:__.1.6107 RSi,_,i04753_A-Revf)2_siLgn d.odf http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl 09... 6/12/2017 TABLE 160.3.1 WIND SPEED CONWERSIONSAlb," vsl 100 110 1 120- 130 L14t} 1511 i6{l 17U I ISO I ISO MPH V.,d 78 85, 1 - .... " 1 161 1 1118, 116 1 124 1, _132 1 139 147 1 155 For SL I nile per hour = 0 .44mfs. a. Linear k0apoladou is perinitted. b. il=nomislal design wind speed applicable to metlttds specified in ilxceptioas I through of Section r. V., = ultimate desip wind. speeds datermiaw ft m:Figutes 16MA, IW9B, or 16MC. TABLE IW9,7(1) NOMINAL (ASO) GARAGE DOOR AND RRL WIND LOADS FOR A BUILDING WnH A MEAN HOOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE 0 (PSF) UL'nMATE DESIGN VIVIND SPEED (VJ DETERMINED IN ACCORDANCE WITH SECTION I6t19.3 (MPH - 3 SECOND GUST) Width 04 Height (ft) 1110 Rl11aE [ 1:10 I 1.00 imp" 102" O IMPH SO m Ip" 170.MPH ISO MPH 1261APH 2W MP14 Roof Angie 0-10 degre" 9 9 &7-9.9 10.3-11.9 123-14.2 10-16.6 17.1-10.3, 19.6-22.2 22.5-25.2 251 -IRS =-31.9 31.4-35.5 30-391 10 10 8,4-9.4 102-11.4 721-13:6 14.2-16.0 1.56 ISS -212 21.5-242 20-273 273-30.6 30.4-34.1 33.7-37;8 14 14 8.0-2.9 9.7-10.9 115-12.9 13,5-15.0 1,x,7 -17A 18.0-20.0 20.5-22.8 23.1-23;5 2531-28.9 28.9-32.1 310-25A RWArofs �.tie degraw 9 7 9.6-10S 11A-12,9 13.7-15.5 1&1-18.2 18-5-204 213-24.1 243-27.5 ZA-311 30.6-34.6 24.2-38.6 3811-49.0, 16 7 9.2-10.3 10.9-12,2 13.1 -14.6 15.5-17.2 17.7-10 2OA-227t 23.3 -26.0')26A -29A 29.3-316 32.7-36.5 36A-40.6 78 NVH 05 i0fl 93MM 101 MPH 1081yP11 116 MPH 124 MPH 132 MM 139 MPH 147 WH 155 WH For 51:1 foot= 304.8 mm 1, tnile. per h= = ` 1.60. km/h, I p sf;t 47,88 N10. Nominal Design Wind Speed (Va4 couvetted ftom Ultimate Desigb Wind Speed W Section 1093.1 1, For effective areas or wind speeds behmao those given above the load may be ixuwpolat4 otherwise use the load, associated with the lower 'effective afts. 2. Table values shall be adjusted for beight and exposure by muldplylag by the adjustazut coefficlentin Table 16,09.7(2) 3. Plus andxhlnus signs signify ticssures,&diogtoward. and away .from the building surfacm 4. Negative pmwacs assmx door lm 21e%ofwiffi in building's end zone. S. Table values include the 04 load reduction factor. TABLE.11WO.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND M(POSURE, (k) mr-AN woF HEmwit" 8 UPMURE 1.00 1:47 20 1.00 1.29 .1,.55 2 1 5 1.00 1.35 f,- 1.61 30 1.00 1.40 f166 35 IM 3.45 1.70 40 1.09 1.49 11,74 45 1.12 1.53 138 so 1.16 1.56 ul 55 1.19 1.59 1,84 60 1.221.62 . 1.87 R612A.1 Garage door labeling. Garage, doors shall be labeled with a permanent label provided by the gamp door manufacturer. The label shall identify the garttge door manufact;=, tyle garage door model/series number, tha positive and negative design pressure rating, indicate imp6CL.rated if -applicable, the installation instruction drawing reterence, number, the Florida Produ4t Approval or Miami -Dade Product Approval number if :applicable, and the applicable test standards. The required garage door components for an approved garage door assembly may be indicated using a checklist form on the 1". If a cheMst format Is used on the 164 the door installer or the garage. door mannficturer shall mark the selected componenti; on the checUst that are required to assemble an approved garage door system. 1he installation instructions =shall be provided and available an the job site. FLOMDA. BUILDING CODE-- BUILDING, 6th EbMON (2014)