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HomeMy WebLinkAboutBuildling Permit and NOASALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: ,y � •7 � �rlr� 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 PROPOSED IMPROVEMENT LOCATION: Address: 3224 WEST LAKE DR. Unit A Fort Pierce FL Legal Description: SILVER LAKE PARK ADDN BILK 7 LOTS 8 AND 9 (OR 1623-2831: 2529-1533: 3162-1009 Property Tax ID #: 2427-603-0040-000-0 Lot No. Site Plan Name: Block No. Project Name: Hilbert Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: I Replace one window with Impact , CONSTRUCTION INFORMATION: Additional work to brtormed under this permit — check all appy: jj HVAC L=1 Gas Tank 7Gas Piping Shutters a Windows/Doors Electric ❑ Plumbing Sprinklers ❑ Generator ❑ Roof Total Sq. Ft of Construction: SFt. of First Floor: 00 Cost of Construction: $ cl Utilities: � _ Sewer []Septic Building Height: OWNERAESSEE: ! CONTRACTOR: Name Willie Hilbert Name: Bruce M Tyrrell Jr Address: 9510 SW Flowermound Cir Company: Kamrell Windows & Doors City: Port St Lucie State: FL Address: 2441 SE Golfwood Drive City: Stuart State: FL Zip Code: 34987 Fax: Phone No. 772-486-7164 Zip Code: 34996 Fax: 772-288-6208 E-Mail: wehilbert@hotmail.com Phone No. 772-288-6205 Fill in fee simple Title Holder on next page ( if different E-Mail: pati.kelvasa@kamrell.com State or County License: CGC061180 from the Owner listed above) If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: MORTGAGE COMPANY: _ Not Applicable Name: Address: Address: City: State: Zip: Phone: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: BONDING COMPANY: Not Applicable 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 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 commoncing work or recording our Notice of Commencement. �—f f•�i s _ Signature of Owner/ LesseefAgent Si nature of Contractor/Lice a Holder STATE OF FLORIDA COUNTY OF MARTIN The fo oing instftment was cknowledgeq before me this L—= day of 20X 1Oby (Name of p_�wspn acoowledging ) ature of Notary pu it tate of Florida ) Personally Known x OR Produced Identification Type of Identification Produced Commission NOrFF INSYNb Revised 07/15/2014 STATE OF FLORIDA COUNTY OF Martin The forgoing instrument was acknowledged before me this Jq day of 20 ��e by Bruce M Tyrrell, Jr. (Name of p o acknowledging) (Sigirrature of Notar ic- State of Florida ) Personally Known x OR Produced Identification Type of Identification Produced PATRICIA. KELVASA MY COMMISSI N #FF085476 EXPIRES: JAN 22, 2018 Bonded through 1 st State Insurance No. #FF085476Iamunsuteoselonaig pepue8 B a'a Nvr:S31ikM VSVATIDI 'V VINUM REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS WINDOW/DOOR SCHEDULE ID NO APPROX MANUFACTURER IMPACT PROTECTION OPENING ** SIZE MODEL # TYPE IMPACT NEW NOA # & DESIGN PRESSURE GLASS ExtsTttvG WXH SHUTTER SHUTTER 1 53 1/8 x 50 5/8 CWS 8100 -SH X FL4091.1 DP +501-50 2 3 4 5 6 7 8 9 10 it 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 *Window Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of the 2010 FBCIResidential R301.2.1.2 TOTAL GLAZED OPENING AREA FOR 8TRUCTURE: 8.F. PERCENTAGE OF NEW GLAZED AREA: ('TOTAL INSTALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGST-ORSTRUCTURE) NOTE: The replacement of more than 25 of the aggregate area of exterior glazing (windows & doors) in one & two family dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement (approved shutters or impact resistant glazing) as per 20 10 FBCI EXISTING BUILDING 606.4. ** TYPE WINDOWS _5H — SINGLE HUNG AWN — AWNING SL — SLIDING DR — DOUBLE HUNG CAS — CASEMENT FIX — FIXED HILBERT 3224 WEST LAKE DR UNIT A FORT PIERCE d H z� D Aa �� a '� a .� E 3�� �3H ��+x ►7:iM(� Building height Zone 4 Area 15 20 25 30 35 40 45 50 55 60 10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 41.1 43.8 45.9 47.5 49.2 50.6 52 53 54 55 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 50 pos 35.4 37.7 39.4 1 40.9 42.4 43.5. 44.7 45.6 46.5 47.3 neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7 \100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 35.4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4 500 pas 28.2 30.131.5 32.7 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 1 40.5 1 39.7 41.3 42.1 Building height End zone 5 15 20 25 30 35 40 45 50 55 60 10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 50.7 54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3 neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3 100 pos 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 500 pos 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 3.5.1 36.4 37.7 38.7 39.7 40.5 1 41.3 42.1 Wind design Pressure Chart for structures subject to Florida Residential Code 170 mph exposure C Wall component and Cladding pressures from Table R302.2(2) modified by adjustment factors from R301.1(3). Converted to Vasd according to R302.1.2.1.1 HILBERT 3224 WEST LAKE DRIVE #A FORT PIERCE, FL Florida Building Code Online 77-777777 Page 1 of 3 Der.-,rrms p( BCIs Home 1 Lop In ( User Registration ; Hot Topics I Submit surcharge ; Stats & Facts i Publications 1 FBC Staff I BCIS Site Map 1 Links ! Search j BusinesProduct Approval Pr•C f ssM USER: Public User Regulation i Application wells Product Approval Menu > Product or Application search > Application List > gpplition Detail FL # FL4091-R7 . N �\ Application Type Revision PE -58201 Code Version 2014 S L Application Status Approved C) Comments © Validation Checklist - Hardcopy Received ` Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report 2005 Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE © Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL4091 R7 COI EvalReo CWS -154E (SH -8100. NI).Ddf Standard Year AAMA/ W D MA/CSA/ 101/I. S.2/A440-05 2005 AAMA/ W D MA/CSA/ 101/ I. S.2/A440-08 2008 ASTM E1300-04 2004 PA TAS 202 1994 https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faHJ3x... 9/18/2015 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 04/09/2015 04/21/2015 04/25/2015 06/22/2015 FL # Model, Number or Name Description 4091.1 SH -8100 8100 Vinyl Flange/Fin Frame Single Hung Page 2 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R7 II CWS -154E (SH -8100. NI).odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: SH -8100, Max. size 53.125" x 76". Glass complies FL4091 R7 AE EvalReo CWS -154E (SH -8100. NI).odf with ASTM E1300-04. Created by Independent Third Party: Yes 4091.2 SH -8100 SH -8100 Vinyl Single Hung, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4091 R7 II CWS -4858 (SH -8100 52x71 NI) Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH -8100 Vinyl Single Hung, OX, Max. size 52" x FL4091 R7 AE EvalReo CWS -4858 (SH -8100 52x71 NI). f 71", see installation dwgs. for OP. Glass complies with ASTM E1300-04. FL4091 R7 AE Ouanex (Mikron) NOA 12-1017 02 odf Created by Independent Third Party: Yes 4091.3 SH -8100 Continuous Head & Sill SH -8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R7 II CWS -442B (SH -8100, 74x63. ContHdSl. Approved for use outside HVHZ: Yes NI).Ddf Impact Resistant: No Verified By: Lucas A. Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes Other: SH -8100 Cont. Hd. & Sill, Max, size 72 7/8" x 61 Evaluation Reports 3/4", DP +67.5/-70 psf. Glass complies with ASTM E1300- FL4091 R7 AE EvalReo CWS -4426 (SH -8100. 74x63, 04. ContHdSl. NI).Ddf Created by Independent Third Party: Yes 4091.4 SH -8100 Continuous Head & Sill SH -8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R7 II CWS -492B (SH -8100 74x72 ContHdSl, N. I)_odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Lucas A. Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes Other: SH -8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72", Evaluation Reports see chart on installation dwgs. for OP. Glass complies with FL4091 R7 AE EvalReD CWS -4926 (SH -8100 74x72 ContHdSl, NI).odf ASTM E1300-04. Created by Independent Third Party: Yes 4091.5 SH -8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R7 II CWS -293C (SH -8100. 52x96. NI).odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: SH -8100, Max. size 52" x 96", Oriel. Glass complies FL4091 R7 AE EvalReD CWS -293C (SH -8100. 52x96. NI).Ddf with ASTM E1300-04. Created by Independent Third Party: Yes 8adc Nezt Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 https:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquz931%2b4g5faHJ3x... 9/18/2015 -31VO :A91SNOISI NOIldlUOS30 'ON ���Rs*,a�3!��i w °m° Z � tj'O Zso/Lo/Lo 30v 08d kl3d 031tl0df1 V .' a :�'' a w 4 v a °' w w w U Jam' °J� ¢�>('n ww N =O : �;' LL .1, W o a J w Z w v .. > Q 80/oun 30V SISAIVNV'dW000300V 8 :� � o O O' Z NN <w o ~ _OCD 5 W s a = �" IL/LZ/OL d31 OBdOtOZFJ3d031tlOdf1 O :WIZ c * w m. ,,c N �uaQ� 4 ZH o a I,-- O J Zl2Z/0t 30V N011tl0dllkl3o3tl 031tlOd1 a o?u o F O:O- ~a�aa a -i> v p 3 r ((j Z S t/8 t/SO NW3 O8d KOZ 83d 031VOdn 3 :yb �� z w Q �� y w LL M_= w W -i > T M O ai �4sh ley.: U N jr o a Z z m 17? 003 N Z iii,!'!*„p pb;�%` J ^Z NID o V N r O z cl O 0 o g J z o rcW 3 a a W wZ W w x w w x a°C w 3 W,00 W Q O C M CO ?v mZw ~O (n C7 a0 eco x ¢z cc w'CL CD wC)Z5 mi l! < UO O `v 0 ZW 0 as =max -� O > W a O W 0 H W~ 11 � (n a LL W H O 0) C) ::C5 Iw (nW m U) w W V J N O Z_ w = w 2 Z[7 NW wg ¢wx Oo ocdF- v0-io wZW Lu F-L)L)W0 aw wog c x o Q W W W ° 7 w 0 O Z y w Q (_n x W O< J g N Z cc Z Z Z za w�o(❑Wn¢ ¢moo cc 3 J z �° a� x U ZOO 0 Qx = U, �amw wo o� �� Ou mac N W LM (n zo ow a a5Vi aZ (no z o n �5 ZW W F-aOWaa S2(ni- P (7 ZO u- O 3= (n o zJ2Or -x o xw wW (n xi �� W o~ iii ¢cz7¢zw " FEwwp LL 0 c >W z¢ na d Cn (1) F- o o Nw0N-I- moos op Zo W om �w �? w 0 (� W �3 r r= WCC WOo ui��o >� NX o <w, a(n 3: Z } ~ �� O Q ¢waWl m COv�3U ¢w WE i �a v0 a F J xoip z C=7 zQwnr�� pW�O aW qaa w ca O> w Z N a0- N W �c75Qw-~ xxa= wo Q wO� 2 wWJOuw UHF -U I -w JW ¢ Wo WW X W W FOW O wozc7a3a a?oa zu}i ¢� Ix -x ow w = j W VJ Q VJ W CC 1- z 2 Z 000 ow V I,cn �g Jo .c)° NO° W W Q '^ J v/ = x W W CD x � � �W CO3 m3 O X °N = Cnco 3xz �� g� U �� < Z 0 U)x Co � 5 oo >1 x Q �— Lo M 7 - C� co '° x x Lr) M G � =ma y= J ( Zxtc7 0_ pJ W O < w C�JW UJ LL J A y Z wxwZC7 O LO (] w osoI cc gxLU W = ? 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