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HomeMy WebLinkAboutShellard DocumentsAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 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 TYPE: Window PROPOSED IMPROVEMENT LOCATION: Address: 7 LAKE VISTA TRL # 102 Property Tax ID #: 3422-500-0086-000-6 Lot No. Site Plan Name: Block No. Project Name: Shellard DETAILED DESCRIPTION OF WORK: Install (5) Impact windows - FL17791.1 & FL9520.1 CONSTRUCTION INFORMATION: Additional work to be performed under this permit— check all that apply: Mechanical Gas Tank _ Gas Piping _ Shutters Electric Plumbing _ Sprinklers _ Generator Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ 5,178 Utilities: _ Sewer _ Septic -/ Windows/Doors Roof Pitch Building Height: OWNER/LESSEE: CONTRACTOR: FIName Nancy M Shellard Name: Peter Cafaro III Address:7 LAKE VISTA TRL 102 Company:Lowe's Home Centers LLC City: Port St Lucie State: _ Zip Code: 34952 _ Fax: Phone No. 585-424-5746 Address: PO Box 781993 City: Orlando State: FL Zip Code: 32878 Fax: Phone No772-281-8912 E -Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E -Mail rebecca@permitgroupfl.com State or County License CGC 1508417 If value of construction is $2500 or more, a Kt(.UKUtU IVouce of t.orrrrrrerrLcrnciiL a icyuu�•.. If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION 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: r 1,e -c: 20�% by Name: Address: Address: City: statement. City: Zip: Phone: x OR Produced Identification 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 thepermit 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 FO IMPROVEMENT O YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED TH�gOB SIT BEFO E THE FIRST INSPECTION. IF YOU INTEN[ZTO OBT N ANCING, CONSULT woru vn� i n nD nt Arrnl]WFY RFFnRF RFCORDING YOUR NOTIC F OM NCEME T." Rev. 2/7/19 Signature of 0 er/ Lessee/Contractor as g t for Owner Signature of C tractor/License Holder STATE OF F IDA STATE OF F RIDA COUNTY 0 or age COUNTY 0 O ,ge The forgoing nst ment was acknowledged before me The forgoin0ins ument was acknowledged before me this —day of r 1,e -c: 20�% by this L da(r of 20r7(.) by Peter A Cafaro III I Peter A Cafarc II Name of pers�iaking statement. Name of pers making statement. Personally Kno x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Type of Identification Produced Produced (S' nature of t Ignature o Commission o• r At* Notary Public State of Floridaoma, Kari M Riccaboni fission FF(s�i )7 0 Notary Public State of Flon a Commission = '1' Kari M Riccaboni (Sea ) � Expires 05/2812020 h - y ommission FF 981647 'OK Expires 05/28/2020 no REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 2/7/19 Easy Seats 1 19easyseais.com ASCE 7-10 Design Wind Loads For Wall Components & Cladding ►A1:...d 117--1 •raa rncFl Fnr i lica with Allnwahle Stress Desian Wind speed v = 170 mph Exposure'C' ASD Load Combination Coefficient: 0.6 KZt = 1.0 Kd = 0.85 Enclosed Bldg GCpi = 0.18 Mean Roof Height up to:+ 15 ft Triburary area at least... 10sgft Zone 4 Zone 5 Interior Corner - + - +37.8 41.0 +37.81-50.6 Triburary area at least... 15sgft Zone 4 1 Zone 5 Interior Corner + - + - +36.8''.-40.0 +36.8,-48.6 Triburary area at least 20sgft Zone 4 Zone 5 Interior Corner + - + - +36.1'-39.3 +36.1 -47.2 Triburary area at least 25sgft Zone 4 Zone 5 Interior Corner + - + +35.5 -38.7 +35.5,-46.1 Triburary area at least 30sgft Zone 4 Zone 5 Interior Corner +35.11-38.3 +35.1'1-45.2 Triburary area at least 35sgft Zone 4 Zone 5 Interior Corner- +34.7 -37.9 +34.7 -44.5 Triburary area at least 40sgft Zone 4 Zone 5 Interior Corner- +34.41-37.6 +34.4'-43.8 Triburary area at least 50sgft Zone 4 Zone 5 Interior (Corner) +33.8!-37.0 +33.8'-42.7 16 ft +38.3 -41.6 +38.3 -51.3 +37.3 -40.5 +37.3 -49.3 +36.6 -39.8 +36.6 -47.8 +36.0 -39 .3 +36.0 -46.7 +35.6 -38.8 +35.6 45.8 +35.2 -38.4 +35.2 -45.1 +34.9 -38.1 +34.9 -44.4 +34.3 -37.6 +34.3 -43.3 17 ft +38.8'-42.1 +38.8,-52.0 +37.8 -41.1 +37.8 -49.9 +37.1'-40.3 +37.1 -48.5 +36.51-39.8 +36.5 -47.3 +36.0 -39.3 +36.0 -46.4 +35.6 -38.9 +35.6 -45.6 +35.3-38.6 +35.3 -45.0 +34.7''-38.0 +34.7 -43.8 18 ft +39.3 -42.6 +39.3 -52.6 +38.2 -41.6 +38.2 -50.5 +37.5 -40.8 +37.5 -49.0 +36.9 -4 3 -39.8 +36.5 -47.0 +36.1 -39.4 +36.1 -46.2 +35.7 -39.1 +35.7'-45.5 +35.2 -38.5 +35.2 -44.4 20+40.2 22ft -43.6 +41.0 -44.4 +40.2 -53.8 +41.0 -54.9 +39.1 -42.5 +39.1-51.7 +38.3,-41.7 +38.3'-50.1 +37.8'-41.2+37.3,-40.7 +37.3 -48.0 +36.9 -40.3 +36.9,-47.2 +36.5 -39.9 +36.5-46.5 +36.0 -39.4 +36.0-45.4 +39.9 -43.4 +39.9 -52.7 +39.1 -42.6 +39.1 -51.2 M+36.9-47.9+36.5 +38.5 -42.0 +38.0 -41.5 +38.0'-49.0 +37.6 -41.1 +37.6 -48.2 +37.3 -40.7 +37.3 -47.5 +36.7 -40.2 +36.7'-46.324 ft +41.7 -45.3 +41.7 -55.9 +40.6 -44.2 +40.6'-53.7 +39.8 -43.4 +39.8 -52.1 +39.2 -42.8 +38.7 -42.3 +38.7 -49.9 +38.3 -41.9 +38.3 -49.1 +38.0 -41.5 +38.0 -48.4 +37.4' 40.9 +37.4 -47.1 25 ft +42.1 -45.7 +42.1 -56.4 +41.0 -44.5 +41.0 -54.1 +40.2 -43.8 +40.2 -52.6 +39.6 -43.1 .. +39.1 -42.6 +39.1 -50.3 +38.7 -42.2 +38.7 -49.5 +38.3 -41.9 +38.3 -48.8 +37.7 -41.3 +37.7 -47.5 26 ft +42.4:46.0 +42.4 -56.8 +41.3 -44.9 +41.3 -54.6 +40.5 -44.1 +40.5 -53.0 +39.9 -43.5 +39.9 -51.8 +39.4 -43.0 +39.4 -50.8 +39.0:-42.6 +39.0 -49.9 +38.6 -42.2 +38.6 -49.2 +38.0 -41.6 +38.0 -47.9 28 ft +43.1 -46.8 +43.1 -57.7 +42.0 -45.6 +42.0 -55.4 +41.2 -44.8 +41.2 53.8 +40.5 -44.2 +40.5 -52.6 +40.0 -43.7 +40.0 -51.6 1 +39.6 -43.2 +39.6 -50.7 +39.2 -42.9 +39.2 -49.9 +38.6 -42.2 +38.6 -48.7 30ft +43.7 -47.4 +43.7 -58.6 +42.6 -46.3 +42.6 -56.3 +41.8,45.5 +41.8 -54.6 +41.1 -44.8 +41.1 -53.3 +40.6 -44.3 +40.6,-52.3 +40.2'-43.9 +40.2-51.4 +39.81-43.5 +39.8 -50.7 +39.2'-42.9 +39.2 -49.4 32 ft +44.3 -48.1 +44.3 -59.4 +43.2 46.9 +43.2 -57.0 +42.3 -46.1 +42.3 -55.4 +41.7 -45.4 +41.7'-54.1 +41.2 -44.9 +41.2 -53.0 +40.7 -44.5 +40.7 -52.1 +40.3 -44.1 +40.3 -51.4 +39.7 -43.5 +39.7 -50.1 34 ft +44.9' 48.7 +44.9 -60.1 +43.7 -47.5 1 +43.7 -57.8 +42.9 -46.7 +42.9 -56.1 +42.2 -46.0 +42.2 -54.8 +41.7 -45.5 +41.7 -53.7 +41.2 -45.1 +41.2,-52.8 +40.9 -44.7 +40.9 -52.0 +40.2'-44.0 +40.21-50.7 35 ft 1 +45.2 -49.0 +45.2 -60.5 1 +44.0 -47.8 1 +44.0 -58.1 +43.1 -47.0 +43.1 -56.4 +42.5 -46.3 1 +42.5 -55.1 +42.0 -45.8 +42.0 -54.0 +41.5 -45.3 +41.5 -53.1 +41.1 -44.9 +41.1 -52.3 +40.5 -44.3 +40.5 -51.0 36 ft +45.4 -49.3 +45.4 -60.8 +44.2 -48.1 +44.2 -58.5 +43.4 -47.2 +43.4 -56.8 +42.7 -46.6 +42.7 -55.4 +42.2 -46.1 +42.2 -54.4 +41.7 -45.6 +41.7,-53.4 +41.3 -45.2 +41.3 -52.7 +40.7 -44.5 +40.7'-51.3 38 ft +46.0 -49.9 +46.0 -61.5 +44.8 -48.6 +44.8 -59.1 +43.9 -47.8 +43.9 -57.4 +43.2 -47.1 +43.2 -56.1 +42.7 -46.6 +42.7 -55.0 +42.2,46.1 +42.2 -54.1 +41.8 -45.7 +41.8 -53.3 +41.2 -45.1 +41.2 -51.9 40 ft +46.5'-50.4 +46.5'-62.2 +45.2 -49.2 +45.2 -59.8 +44.4 -48.3 +44.4'-58.0 +43.7 -47.6 +43.7'-56.7 +43.1 -47.1 +43.1 -55.6 +42.7,-46.6 +42.7'-54.6 +42.3 -46.2 +42.31,-53.8 +41.6 -45.5 +41.6 -52.5 42 ft +46.9'-50.9 +46.9 -62.9 +45.7 -49.7 +45.7 -60.4 +44.8 -48.8 +44.8 -58.6 +44.1 -48.1 +44.1 -57.3 +43.6 -47.6 +43.6 -56.2 +43.1 -47.1 +43.1 -55.2 +42.7 -46.7 +42.7 -54.4 +42.0 -46.0 +42.0 -53.0 44 ft +47.4 -51.4 +47.4 -63.5 +46.2 -50.2 +46.2!-61.0 +45.3'-49.3 +45.3 -59.2 +44.6.-48.6 +44.6 -57.8 +44.0 -48.0 +44.0 -56.7 +43.5 -47.6 +43.5 -55.8 +43.1 -47.2 +43.1 -54.9 +42.4,-46.5 +42.4 -53.6 45 ft +47.6 -51.7 +47.6 -63.8 +46.4 -50.4 +46.4 -61.3 +45.5 -49.5 +45.5 -59.5 +44.8 -48.8 +44.8 -58.1 +44.2 -48.3 +44.2 -57.0 +43.8 -47.8 +43.8 -56.0 +43.3 -47.4 +43.31-55.2 +42.6 -46.7 +42.6 -53.8 46 ft +47.9 -51.9 1 +47.9 -64.1 +46.6 -50.6 1 +46.6 -61.6 +45.7 -49.8 +45.7 -59.8 1 +45.0 -49.1 +45.0 -58.4 1 +44.4'-48.5 +44.4 -57.2 +44.0 -48.0 +44.0-56.3 +43.5 -47.6 +43.5 -55.4 +42.8 -46.9 +42.8'-54.1 48 ft +48.3 -52.4 +48.3 -64.6 +47.0 -51.1 +47.0 -62.1 +46.1 -50.2 +46.1 -60.3 +45.4 -49.5 +45.4 -58.9 +44.8 -48.9 +44.8 -57.8 +44.4 -48.4 +44.4 -56.8 +43.9 -48.0 +43.9 -55.9 +43.2 -47.3 +43.2 -54.5 50ft +48.7 -52.8 +48.7 -65.2 +47.4 -51.5 +47.4 -62.6 +46.5 -50.6 +46.5 -60.8 +45.81-49.9 +45.8 -59.4 +45.2 -49.3 +45.2 -58.3 +44.7'-48.9 +44.7 -57.3 +44.3 -48.4 +44.3 -56.4 1 +43.6'-47.7 +43755.0 52 ft +49.1 -53.3 +49.1 -65.7 +47.8 -52.0 +47.8 -63.2 +46.9 -51.1 +46.9 -61.3 +46.2 -50.3 +46.2 -59.9 +45.6 -49.8 +45.6 -58.7 +45.1 -49.3 +45.1 -57.8 +44.7 -48.8 +44.7 -56.9 +44.0',-48.1 +44.0 -55.5 54ft +49.5 -53.7 +49.5 -66.3 +48.2 -52.4 +48.2'-63.7 +47.3 -51.5 +47.3 -61.8 +46.5 -50.7 +46.5 -60.4 +46.0 -50.2 +46.0 -59.2 +45.5'.,-49.7 +45.5 -58.2 +45.0'-49.2 +45.0',-57.4 +44.3'-48.5 +44.3 -55.9 55 ft +49.7 -53.9 +49.7 -66.5 +48.4 -52.6 +48.4 -63.9 +47.4'-51.7 +47.4 -62.1 +46.7 -50.9 +46.7 -60.6 +46.1 -50.3 +46.1 -59.4 +45.6 -49.9 +45.6 -58.4 +45.2'-49.4 +45.2 -57.6 +44.5''-48.7 +44.5 -56.1 56ft 58ft 60 ft +49.9 -54.1 +50.2 -54.5 +50.6-54.9 +49.9 -66.8 +50.2 -67.3 +50.61-67.8 +48.6 -52.8 +48.9 -53.2 +49.3 -53.6 +48.6 -64.2 +48.9 -64.6 +49.31-65.1 +47.6'-51.9 +48.0 -52.2 +48.3 -52.6 +47.6 -62.3 +48.0 -62.7 +48.3 -63.2 +46.9 -51.1 +47.3 -51.5 +47.6 -51.9 +46.9 -60.8 +47.3 -61.3 +47.61-61.7 +46.3 -50.5 +46.7 -50.9 +47.0',-51.3 +46.3 -59.7 +46.7-60.1 +47.0 -60.5 +45.8 -50.0 +46.2 -50.4 +46.5 -50.8 +45.8,-58.7 +46.2 -59.1 +46.51-59.5 +45.4 -49.6 +45.7!-50.0 +46.0'-50.3 +45.4 -57.8 +45.7',-58.2 ` +46.04."58.6 +44.7 48.9 +45.- ":,A +A5.3', 49.6 +44.7 -56.3 '445.0 -56.8 X45.3¢57.2 to the Florida Building Code 6th Ed (2017). • Wind Speed noted above is ultimate design wind speed (3 -second gust). • Zones 4 & 5 ("interior" and "corner" zones, respectively) are as shown to (J� Design conforms loads based ASCE 7-10 specifications for • Plus (+) & minus (-) signs signify pressures acting toward and away from the right, where the dimension "a" is the minimum of 10% of the building's H• Tabulated design wind are on herein. the exterior component or cladding surface, respectively. least horizontal dimension or 40% of the mean roof height, but never less components and cladding based on design criteria as noted 0 O • Where "Mean (average) Roof Height" cannot be determined, peak roof than T -O" or 4% of the least horizontal dimension. • Where this document is used for permit, applicability of design criteria Category, Risk Category, etc.) height shall be used, except that eave height shall be used for roof angle • This specification is valid only for use with structures NOT located in the J noted herein (Basic Wind Speed, Exposure less than to 10'. Round up to values shown upper one-half of an isolated hill, ridge or escarpment. <shall be verified by the contractor &building official prior to construction. or equal to all building floors. This specification is valid for use with buildings of any Risk Category, a • This specification may be used in conjunction with engineering under •Wind pressures are applicable by Allowable Stress • Tabulated wind pressures are valid for all roof slopes; no reduction for including essential facilities and buildings or other structures that LLJ separate certification (by this engineer or others) using has been represent a substantial hazard to human life in the event of failure. Z Design (ASD). roof slope 5 10• considered. •Design is based on structure classification as Enclosed Bldg w • Refer to the above -noted ASCE 7 standard for descriptions and •Tributary Area noted in table (effective wind area) is equal to the V minimum of (height x width] or [ht x ht / 31. Round down to values shown. definitions of all design criteria. Copyright ©2020 Easy Seals rev 0120 1200 N Federal Hwy, #200, Boca Raton, FL 33432 QoC No, A1bLS.170C vmw uin4w n 151-11 si�riature rai edseal P.MftnRoofM 29 2 .Qhristian. Langle PE, . Peak Hem -FL PE 967382 thi31124 QoC No, A1bLS.170C —F. , -� -z� j,U c<<- 1 F L Ni 5 a- 53� ,�-3xr5p'/, 37 x3� 27 XBS1 XUTL6 CEPv 21��ik(o`3 Sum Prea By Label XBS1 = 1080 XEPV= 126 XUTL = 36 Total: 1242