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HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY: DATE FILED: sl I g& REVISION FEE: 1. PERMIT RECEIPT # ST. LUCIE COUNTY SCANNED PUBLIC WORKS DEPARTMENT BY CODE COMPLIANCE DIVISION St. Lucie County 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT RI PROJECT INFORMATION LOCATION/SITE ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION: ST. of FL REG./CERT. # CCsrC1s1 BUSINESS NAME: —$N� QUALIFIERS NAME: ILA ADDRESS: S zf.a rn—,ax- CITY: a Ylpcq- PHONE (DAYTIME): -2 ►t 4. AOWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE /CELL: 5. ARCHITECT/ENLCINEER INFORMATION: NAME:k ADDRESS: 19 ODa ®C- o CITY: 1) a 1+ ST. PHONE (DAYTIME): STATE:' FAX: - ST. LUCIE CTY. CERT. #. l p� FAX: FAX: ZIP: ZIP: Planning & Development Services Department Y ` - Building & Code Regulations Division 2300 Virginia Avenue E' a . Fort Pierce, FL 34982 772462-1553 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-1553 ". ?"w .t1 ®$t.wvo i �I �/jS�I/f2— L�-� = Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Desinn Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida,Building Code 20 0' _Edition with 20.6 1 Supplements and ASCE 7 ©S� 2. Building Design is: Enclosed: �� Par t.ally LheIRsed: Open Building: t l its(1 p a 3. Mean Roof Height: Roof Pitch. Internal Pressure Coefficient: L0 4. Width of End Zone: Wind Speed: (3 sec. gitst) 5. Building Classification Table 1-1. ASCE 7_ FBC Table 16045 6. Wind Exposure Classification: C Adjustment FaW45" posure.& Height: 7. Components & Cladding Wind Pressure on Roof Zone2 3 2 PSF 4f l 8. Components & Cladding Wind Pressure on Wall Zone Ars 9. Components & Cla ding wind Pressure on Overhead Garage Door -?V. SF 10. Loads: Floor PSF Roof/dead '70 PSF Roof/live O PSF 11. Shear Walls Considered for Structure? Yes I-- No (if No, attach explanation) 12. Continuous Load Path provided? Yes v No (if No, attach explanation) 13. Are Component an& Cladding Details Provided? Yes Z! No _ (if No, attach explanation) 14. Minimum Soil Bearing Pressure: ' Presumptive;04O9 i-0 By Test: PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to a best of my wle a e • f, 9 � Tarr �. l Y� ✓ `-'/ 14-."TVDesign Firm•Z/ �t SLCCDV Form # 020-00 Revised 2/27109 (CL) Revised 6/11/2010 (IS) Product Review Affidavit St Lucie County, Public Works Department Code Compliance Division The following products will be installed in the structure located at kejZ 6vs ,g9yQ Building Permit # 1100-002 - Owners Name Owner's Address 0 clgaa� Contractor Contractoe s Address .2-1 g-3 s us ( 12,4 rt jq� 3ygys Product *Product Rated Design Pressures Manufacturer Model Number Method of Attachment Windows * Fill in the rated wind design pressures listed by the manufacturer for each product listed 1st Choice Mullions - Fixed Glass 1 st Choice Skylights Glass (other) Butt Glass Glass Block Sliding Glass Doors 1 st Choice 2nd Choice (,f.ppN-bk) Swing Type Doors Af 1 st Choice -F ,, (OO -*' 2nd Choiceof.,,u�b.> Overhead Garage Doors � 1st Choice 440 - �2UgL4 2nd Choice (nppa i.) oofmg Material Asphalt/Fiberglass Metal —,52 PP A70 r GAX 0 5'mv 2 rl_ AA Other Shutters m t Choice • .. � �_ _ s Zoe 2 �0 ,..T ll. .....r....: +l.o o+ti.nn+nrn to I have reviewed tpe above components anu .provide adequate resistance to the wind loa Mnrp"�-r P jlr-6?_,! /- U99 auu "ara. aYYAv.-.. forces specified by� Design FumfmaL Cert. No._ ��� _Date: 4> Joseph P. McCarty, Architect, Inc. 900 East Osceola Street Stuart, Florida, 34994 772-287-6735 fax:772-287-4618 DPR Registration Number 9639 March 16, 2011 St. Lucie County Code Compliance Division 2300 Virginia Avenue Fort Perce, Florida 34962 RE: Permit number 1102-0075 6012 Citrus Avenue, Fort Pierce To whom it may concern: As follows is response to review comments on the above referenced: 1) Plans have been revised to indicate exposure "C". Two copies St. Lucie County Windload Compliance Form is attached 2) Plans have been revised to indicate 2008 NEC 3) The drawings have been revised to remove door opening detail 4) Plans have been resealed 5) Area tabulation has been added to plans 6) Plans have been revised to indicate fasteners on Simpson connectors. 7) St. Lucie County Product Approval is attached in duplicate. Sincerely, A) ----------------- ---�, Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certifilio011�i be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-1553 PrcjeciName 1,;, 0 Street Address 0/2 C Permit Number /02 -OD 4- Occupancy Type Construction Type Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County.\ I also certify that structural elements depicted on these plans provide adequate resistance to'the wind loads and forces specified by current code provisions. Desien Parameters and Assumptions Used: (Please check or complete the appropriate box.) 6 1 Florida Building Code 2Q.0 Edition with 20101 Supplements and ASCE 7 2. Building Design is: Enclosed: _1,e Partially Enclosed: Open Building: 3. Mean Roof height: Roof Pitch: "1� a �• Internal Pressure Coefficient: 'r- . 4. Width of End Zone: Wind Speed: l D (3 sec. gust) 5. Building Classification Table 1-1. ASCE 7]E-_FBC Table 1604.5 6. Wind Exposure Classification: G Adjustment Factor for Exposure & Height: 7. Components & Cladding Wind Pressure on Roof Zone 1 2 312 PSF 8. Components & Cladding Wind Pressure on Wall ZoiteA 5 PSF: 9. Components & Cla ding wind Pressure on Overhead' Garage Door l PSF SMILE, Co 10. Loads: Floor PSF Roof/dead PSF Roof/livePSF 11. Shear Walls Considered for Structure? Yes No (if No, attach explanation) 12. Continuous Load Path provided? YesyNo (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes -No (if No, attach explanation) 14. Minimum Soil Bearing Pressure: 21 Presumptive: By Test:,9�nO () PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct;,• to the best of my kn 7�z'��.-Cert 2 Nam #: ✓ 1 Design Firm: Date: t SLCCDV Form # 020-00 Revised 2/27109, (CL) Revised 6/11/2010 (IS) ,�f4,+- Planning & Development Services Department Building & Regulations Division Product Review Affidavit - Building Permit # //DZ DO% 5 Owners Name Applicant: a Product Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows %!Q Mullions Fixed Glass ��nn Block Glass Skylights Sliding Glass Doors SwingType Doors n 'Hod French Doors n 5L Garage Doors aK Hurricane Protection Roof Ventilation -41 � (p it at c_ Roofing Material _ 2 ��.5ORAS IIIIE ,* I P �'v ' ��� '/' _ If S Od I have reviewed the above components or cladding anrons.' wind loads and forces specified by urr t code provis Name• Design Prof: Cert. No. approved their use in na u Date: t��.�n�a fi +YI, c � Piz + n •� st� C 01/2Ct D r� 9'vG' P t 2' v c �� -kdo q�Q 11d `c -el Cr44.ar ®� tkf sk &� - �� D /� i A ►-p V-%n 10 01L t IA cor 0-f Syld "S 2t)vlQ 3 These products provide adequate resistance to the seal /2r6 // l