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Home My WebLink About2525 JET CENTER PAPERWORKBUREAU OF FIRE P.O. BOX 3030 TELEPHONE (561)-462-2312 FT. PIERCE FL. 34948-3030 FAX NO. (561)-462-2323 2400 RHODE ISLAND AVE. FT. PIERCE FL. 34950 PLAN REVIEW JURISDICTION: St. Jucie County OCCUPANCY: St. Lucie Speedway ADDRESS: 2525 Center Rd. Fort Pierce, FI. CONTRACTOR:Vatale Mangasniello ARCHITECT/ENGINEER: Robert Machen BUILDING OWNER: Frank Dimaria OCCUPANCY TYPE: Business GROSS SQ FT: 240 sq ft. OCCUPANT LOAD: 3 CONSTRUCTION TYPE:(NFPA-220) Type: V (000) F.P.B. BUILDING DEPT. 98010208 NO. OF STORIES: Two PHONE NO: 394-6647 PHONE NO: 337-4615 REVIEW DATE: 1-30-98 AUTOMATIC SP'KLRS: No NET SQ FT: BASED ON: 100 sq ft. PIP. SBCCI: Type: VI- unprotected New Construction: Automatic spklr: Contractor: Tenant Improvement: Fire Narrn: Contractor: Shell Only: Fixed Fire suppression: Contractor: Addition: Hood & Duct System: Contractor: Renovation: Fuel Storage: Contractor: 1. All revisions must be in compliance before the final inspection. 2. The Fire Marshal requires 24 hr. notice on all inspections. 3. The building departments schedule all final inspections by the Fire Marshal. Required Revisions: 1. The stair tread shall be a minimum of 11 inches measured from nosing to nosing. 2. The guard rail shall be a minimum of 42 inches from the finished floor of the landing. 3. Provide a 2A-1013C rated fire extinguisher. Reviewed By: 00rDate: January 30, 1998 John K. Hayde • RR ST. L-UCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL. 34982-5552 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building "permit involving the construction of new residence (single or muh'rfamity), residential addition. any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please Contact the Building inspection Office at 462-1553 or 462-2172. 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 OFTHE 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. DESIGN PARAMETERS AND ASSUMPTIONS USED: (Please Bieck or complete the appropriate box) 1 BUILDING CODE EDITION USED (YEM) % SBCCI ASCE 7-98 OTHER (SPECIFY) 2. BUILDING DESIGN IS (CW.cK oto ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING 3, BUILDING HEIGHT: G Z S p{iC7 FT 4. WND SPEED USED IN BUILDING DESIGN: /v D MPH 5. WIND EXPOSURE CLASSIFICATION (no-'r32 To ExPpark7E TAarEs IN mm1XNG DOOE IDENMED IN LINE 01): 1'6Y/ 5 ice`% g. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 75 PSF 7. 3 S, PEAK WIND VELOCITY PRESSURE ON EXIMOR FACES OF STRUCTURE PSF 6. IMPORTANCEIUSE FACTOR (oi rAiN FRom jKmLJING coce); 9. LOADS: FLOOR PSF ROOFIDEAD; 7 PSF ROOFAJVE: 3v PSF �0. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CfEcK OmE) YES NO If NO, why? (attach explanation) f 1, , IS A CONTINUOUS LOAD PATH PROVIDED (cnEcK ONE) YES v NO if NO, why? (attach explanation) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CFEcK Otq YES _ NO_ If NO, wiry? (attach f3• MINIMUM SOIL BEARING PRESSURE: SGy PSF, i AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH' THIS CERTIFICATION IS T/�RUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. Zl�+15 NAME: 1�/%y71i(CjQ%2P/✓1/(/a/ CERTIFICATION NO: RESIGN FIRM: PATE • •. [SEAL HERE _ .:_.. CnmavO ;0 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT • 2300 VIRGINIA AVENUE, ROOM 201 • F/ FT. PIERCE, FL. 34982-5652 -- 407-462-4553 — - - -- DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permit involving the construction of new residence (single or mulli-famiry), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar comfionenl is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. _ PROJECT NAh1E S-f.' Lx,cr E 5 ��¢ua,< g Ld *1- Z _ _ ... ........,...,..... .... :,,. STREET ADDRESS �p s2 S L� E-µ>-T-u ....,..., PR NUM9ER T / E/dGt- E40-1 PERMIT NUMBER OCCP. TYPE CST. TYPE CERTIFICATI2N 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 OFTHE 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. DESIGN PARAMETERS AND ASSUMPTIONS USED: (plea,, diedc or complete the app oPilate box) t BUILDING CODE EDITION USED (rTaR) � SBCCI ASCE 7-98 OTHER (SPECIFY) 2. BUILDING DESIGN IS (cneCK ON_ry ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: G Z S AfC, Ff 4. W)ND SPEED USED IN BUILDING DESIGN: /r (7 MPH 5. WIND EXPOSURE CLASSIFICATION wErr=-R TU eCP 5 IE TABLES W ER"NG CODES IDr1mFIED IN UNE 01): 1 e'll S e. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 75 PSF 7- PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF 5TRUciURE: --11 S_ PSF IMPORTANCE/USE FACTOR (OBTAIN FROM bUILI NG COW: LOADS: FLOOR PSF ROOFIDEAD: / % PSF WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (uEax oNn YES explanation) IS A CONTINUOUS LOAD PATH PROVIDED (ct!EcK otr8) explanation) ARE COMPONENT AND CLADDING DETAILS PROVIDED tc+EcK oNE) explanation) 13. MINIMUM SOIL BEARING PRESSURE G SU"1) PSF ROOFA.IVE: 3 J PSF NO _ If NO, why, (alladi G/ YES NO YES _ NO_ AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND NAME: - IV,4-t-72,reGQ IjQ}2�>/✓Vr/I CERTIFICATION NO: i 6 � 3S DESIGN FIRM: DATE: H NO, why? (attach if NO, whyl (attach DNrWI'Ti:135fIIH15� 1 AT ------------- —