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HomeMy WebLinkAboutScan_2018_08_13_13_21_34_610ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit 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 PERMIT APPLICATION FOR: ToSelect from dropbox, click arrow at the end of line \a Address: ` �C�_\COY�n `` C3,<_ Legal Description:-�-- Property Tax ID #: r Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: MR401=00k MI t N Z r ;,WN, ff �Cfi11 x i r� Additional work to bene orme under this permit -check all appy: HVAC _1 Gas Tank F]Gas Piping _ Shutters Fq Windows/Doors I 11 Electric ❑ Plumbing Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ ��y1�J : cz) Utilities: L `1 Sewer Septic Building Height: .. ..k«.t Name Name:�y Address: 'C_5--1 \y\ '-_\C� P\C�S a<- Company: ` _ City: V& --v P\y_-CC�_ State: 0— Address: EX­Np(��_ ss City: \ c> — S- ' L�,xGyr_ State: F -- Zip Code: a>�-kaC­> k Fax: Phone No. �1�01 - �%r,o�o- �� Fax: Zip Code: Fax: E -Mail: Phone Fill in fee simple Title Holder on next page ( if different E -Mail State or County License: from the Owner listed above) If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: Name: Not Applicable Address: Signature of Contractor/License Holder City: Zip: Phone State: FEE SIMPLE TITLE HOLDER: Name: Not Applicable Address: The fof oing instr ent was ackn wledgef� fore me T City: this LTJ day of 20 [ y Zip: Phone: MORTGAGE COMPANY: Not Applicable Name: Address: City: State: Zip: Phone: BONDING COMPANY: _Y—Not Applicable Name:_ Address: City:_ Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. 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 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. Rev. 8/2/17 Signature of Owner/ Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORA _ ����- STATE OF FLORIPA1 COUNTY OF COUNTY OF = The for oing inst ent was ac nowledgedjefore me The fof oing instr ent was ackn wledgef� fore me T this la day of 20�b by this LTJ day of 20 [ y Name of person/making statement Name of persoy� making statement L Personally Known V OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public- ate of Florida) (Signature of Notary Public- Stat of Florida ) - t �' o �PU� TIFFANY SUIT eal /'� f `_ �>ve�� TIFFANY SUIT No. ` (a���on#GG191421 Commission N y mroisslon#GG 1914 1Commission 1 F -Ores April 26, 2022 r ce Expires April 26,2M 9�o fIO�Q 80t1dadihnJBud9etNota7 �rFOFR- Swded TW Udget Nak" SWIM REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 5714 PALED PINES CIR Sec/Town/Range: 12/34S/39E Map ID: 13/12N Zoning: RS -4 Ownership Lewis A Miller Joanna P Miller 5714 Paleo Pines Cir Fort Pierce, FL 34951 Legal Description HOLIDAY PINES S/D-PHASE I- LOT 26 (MAP 13/125) (OR 2730-2502) Current Values Just/Market Value: $120,000 Assessed Value: $92,047 Exemptions: $75,000 Taxable Value: $17,047 Taxes for this parcel: SLC Tax Collector's Office Download TRIM for this parcel: Download PDF Parcel ID: 1312-500-0027-000-1 Account #: 4178 Use Type: 0100 Jurisdiction: Saint Lucie County Total Areas Finished/Under Air (SF): 1,822 Gross Area (SF): 2,752 Land Size (acres): 0.24 Land Size (SF): 10,350 This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. https://w".paslc.org/RECard/ 8/10/2018 �1 ........... MAX,SEMiON HT 21,:_ ---' MAX DOOR HEIGHT 16'-0- C) --I 6'_D,6 )--I y __.\ttirititrr+t .. . ...... �i V' w fl M qJ� z f g 7J rt r.; 8 i5.m1C7 W4 �i ... ro CD cr o x..m rs, i 7)0 n tt%ttflttltiSt} i z. ........... MAX,SEMiON HT 21,:_ ---' MAX DOOR HEIGHT 16'-0- C) --I 6'_D,6 )--I y T� 1'a V' 4"7 fl M x- W4 �i ... .r cr o x..m rs, i 7)0 n E_ n c9 r_ , 1 r r5. i.i m P. ? to-, S Et z 7 •C L i m ) f T Feiz ^i � V 1. A J _ E r Z i:. i W 3 n �36Cq S2t7 N CD b T� 1'a 4"7 fl M x- W4 �i ... cr o x..m rs, 7)0 n E_ n c9 r_ , 1 r r5. i.i m P. ? to-, S Et z 7 •C i m ) f T Feiz � V CD b T� Q�j C 4"7 fl M x- W4 �i ... 7)0 n-cnm x: VC, G �VJ7 CD b > fl M v, �i ... CD b Q"') 1" i i CJ Q"') G fr (1) C Q"') Y7 ttt?.,..1m-,-,r ., •.... to .� n 0O Z C`r'. e, " Mw w co r,;S w r� �•(. 1..�•• 'fid."': lrr 7 C y n U f qzA„ > Z, u)Ao. p > ;C) �� 1 mcnx cy t" 4 e0p x„. u � A rn z go fy r.'y )y x i iT•e .71 'i"t G: C`/ � Y = > A Ly 2 C na Cl) 7 7 C� m N? 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L);n !RIP �r:}a kI�I M n T L c,3 `x) m- Mg r pp r`Jo gym � r AC i Mg Eog w x" b Pi x' au- �, ab. or) aR R 3x A �.ti Ns Ierl: ocGz yon._] A w x" b rij Pi �, � 41 ✓ti ac: z A-5 rn s �y x ,, n pin ox` p M e"9 x'n Atap A sa x � z rzx w i� x rij "7 Pi � 41 v Cr.:q A A-5 s �y "7 Florida Building Code Online Page 1 of 5 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search da h Product Approval :USER: Public User 3 neiuc A,fi:�rnv.�: Nie;lil > Product or Afplieation Search > Application List >> Appli aertion FL # L16107 -R10 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 4 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 developed Scott Hamilton the Evaluation Report FL16107 R10 COI Statement on Independence of Evaluation Entity- 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 ASTM E1886 Validation Checklist - Hardcopy Received Certificate of Independence FI -16107 P.10 COI Certification of Independence of Validation Entlty- Qa-rv_._i?fu e h ler. pdf FL16107 R10 COI Statement on Independence of Evaluation Entity- ScottHamilton120424.,.pi f 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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect http : //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtD gvyf4ngAXh 109... 8/10/2018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 5 FL16107 R10 Eauiv 20170809 - FBC - DASMA 108 equiv.rdf FL.16107 R10 Equiv__201J0809 - FBC - DASMA 1.3:5eguiv.pdf Method 1 Option D 08/10/2017 08/14/2017 08/16/2017 10/10/2017 Summary of Products Go to Page yiv 0 0 Page 1/30 0 FL # Model, Number or Name Description 16107.1 01 W6-16 DSIE-11`171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double -Car (97" to 167" wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODE® W6 Garage Door 6200, 6201, 6203 Design Pressure: +36 PSF/-42 PSF Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R10 II 104724-A-Rev03-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/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FI -16107 R10 AE CBPC 121212-A.odf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.2 02 W6-16 DSIE-1F171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior Limits of Use 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) FL16107 RSO II 104710-A-Rev03-signed,pdf 67, 67G, 68, SP200, SF200, SE200, WINDCODE® W6 Garage Door Impact Resistant: Yes 6200, 6201, 6203 Design Pressure: +36 PSF/-42 PSF Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 RIO II 104724-B-Rev03-sioned,.pcif. 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 FL16107 RIO AE CBPC 12121"2 A.ndf 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, GDSS, GRSS, ARSS, 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 FL16107 RSO II 104710-A-Rev03-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: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121.212-A,pdf 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, GDSS, GRSS, ARSS, EDSS Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE® W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 11 1047 10-6-Rev03-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/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A.pdf 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 -2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" 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 t::Litili)/,_lZ10_II._ iC :75,;i-� Rev02, si,gnea._pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No http : //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgvyf4ngAXh 109... 8/10/2018 Florida Building Code Online Design Pressure: +38 PSF/-42 PSF I Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or Ft_16107 R10 AE CBPC 12121 2 A.pdf with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). Page 3 of 5 16107.6 06 W6-16 PAN -21`143: 84A, 94, 98, 48, 48B, 4F, 4RST Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL1.6107 R10 II 104753-B­Rev_Q2sigi d,Iidf 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 E116107..._ 310.._AE..._QB.P.C.._1212_i2. A:.11if requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. Impact Resistant: No 16107.7 07 W6-18 DSIE-11`171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) 16'4" to 18'2" wide WINDCODE® W6 67, 67G, 68, SP200, SF200, SE200, Garage Door with Optional Impact -Resistant Lites 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes f L16107..._i21.0 11...._I.Q.425I A fZevQ2,-si.gnea,..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/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.pd doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.8 08 W6-18 DSIE-11`171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior Limits of Use 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) 16'4" to 18'2" wide WINDCODE® W6 FL16107 R10 II 104761-A-Rev04-sioned.pdf 67, 67G, 68, SP200, SF200, SE200, Garage Door Impact Resistant: Yes 6200, 6201, 6203 Design Pressure: +36 PSF/-42 PSF Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104751-B-Rev02-sianed.odf 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 FL16107 R10 AE CBPC 12123.2-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. 16107.9 09 W6-18 DSIU-11`171: 9200, 9201, Double -skin Insulated PUR (exterior skin 27 ga. min.; interior Limits of Use 9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) 16'4" to 187" wide WINDCODE® W6 FL16107 R10 II 104761-A-Rev04-sioned.pdf 7200, 7201, 7203, 8200, 8201, Garage Door Impact Resistant: Yes 8203 Design Pressure: +36 PSF/-42 PSF Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R10 II 104777-A-Rev02-signed.13df 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 171 .16107 R10 AE_CBPC 121117,;;A.rdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.10 10 W6-18 DSIU-11`171: 9200, 9201, Double -skin Insulated PUR (exterior skin 27 ga. min.; interior Limits of Use 9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) 16'4" to 18'2" wide WINDCODE® W6 FL16107 R10 II 104761-A-Rev04-sioned.pdf 7200, 7201, 7203, 8200, 8201, Garage Door Impact Resistant: Yes 8203 Design Pressure: +36 PSF/-42 PSF Limits of Use Installation Instructions Approved for use in HVHZ: No 117L16107 R10 II 104777-B-Revu2.-signe�.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/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load i 116107 R10 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. /16107.11 11 W6-18 PAN -21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, 4RST, 6RST, GD5S, GR5S, AR5S, ED5S Steel Pan (min. 25 ga.) Double -Car (16'4" to 18'2" wide) WINDCODE® W6 Garage Door with Optional Impact- Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R10 II 104761-A-Rev04-sioned.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: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or EL16,102,,,_RID AE,._C BPC..._1212_i2 A. )df doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvyf4ngAXh 109... 8/10/2018