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Home My WebLink AboutSUBMITTED PAPERS (2)07/16/2003 11:44 772469-'22 FLO RITE PAGE 02 St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 561-462-1553 41-a60 Fi-- SCANNED BY St. Lucie County 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 to Interior applications for building permits involving the construction ormulti- family). residential addition. any ruction of new residence (single accessory structure requiring a building permit• and any nonresidential structure. This Certification shall not apply renovations (provided that no structural walls, columns or other similar compoffice a 4625155tng 3 or ect?d ��nd certain other minor building . . __ ___ _,.... ,.,..,t-•t the Building Inspection 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. rlaato„ Parameters and Assumptions Used: (Please check or complete the appropriate box.) 98 7 Ci✓- 1. Florida Building Code 200I Edition X ASBuilding x 2. Building Design is (check one) Enclosed Partially Enclosed Open B3 second gust 3. Building Height: 9 - 4. Wind Speed Used in Building Design: G 5. Wind Exposure Classification (refer to exposure tables in Building Code'dd`eyYte in L�FrI: [. Average Wind Velocity Pressure on Exterior Faces of Structure 3 7. peak Wind Velocity Pressure on Exterior Faces of Structure °�¢F 8. Importanee/Use Factor (obtain from Banding code): _ 2 e P5F 9, Loads: Floor __r__d .�- F Roof/dea1? PSF Roof/iive 10. Were Shear Walls *Considered for Structure (check one): Yes X No (if No, attach expienaGon) 11. Is a Continuous Load Path Provided (check one): Yes � No (if No, attach explanation) - No _(if No, attach explanation) 12. Are omponenCand CladdingDetail°Provided`(eheck one): Yes._ — r 2,aoo PSF 13. b inimum Soil Bearing Pressure: As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. SS8 -b `R eth4rLP �� N G-e- i41, Certification #: 9 .7 [Seat Here] Name: _ S7 ,.Z /0 3 � u�W c.�+?j "Or-14�rS Date: Design Firm: 5LCCVV Form a tnoXA f R •* ST LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION v PLAN REVIEW 2400 Rhode Island Avenue Ft Pierce, FL 34950 t ew Construction ( )Tenant Improvement Jurisdiction: SLC Occupancy: Tropicana Canopy Address: 6500 Glades Cut-off Rd Contractor PVD Development, Inc. Contractor's.Address:, 1574 SE Chaffon Ave State: Florida Architect/Engineer: Szewczak Associates Building Owner: Occupancy Type: Industrial Gross sq ft: 316 Occupant Load: Construction Type: Telephone: 772-462-8306 FAX: 772-462-8466 ( )Addition ( )Renovation/alterations ( )Shell Only F.P.B.: B-03-277 Building Dept: 23071234 Number of stories: 1 Phone # 772-340-5989 City: PSL Zip Code: 34952 Phone # 860-677-4570 Review Date: 8/21/2003 Automatic sprinklers: Net sq ft: Based On: SBCCI Type: IV unp NOTE 1.. All revisions must be in compliance before the final inspection. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Permit fees are required to be paid in full prior to any inspections. 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. A copy of the required revision/s have been transmitted to the Architect () Contractor ( ). 7. Penetrations through rated assemblies shall be of proper UL design. 8. UL design criteria shall be submitted with the construction plans. 9. Fire Alarm Panels shall be located indoors. THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION IS CURRENTLY ENFORCED. REVISIONS REQUIRED ACCESS BOX IS REQUIRED ( ) ACCESS KEY SWITCH REQUIRED ( ) - Canopy to cover -equipment--- `b- Reviewed by: % Date: 8/21/2003 07/16/2003 11:44 77246P-'22 FLO RITE PAGE 02 St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34952 561-462-1553 41-:zeo rw� Design Certification for Wind Load Compliance This Cerification is to be corgpleted by the project design architect or engineer. This Certification must be submitted with all permit. and any nonresidential structure. This Ccrtification shall not apply, to interior applications for building permits involving the construction of new residence (single or multi- family). residential addition. any accessory structure requiring a building p renovations (provided that no structural walls, the autildina lnspeetionoffice at 462-1533 or 462rt2172ent is being effeced) �d certain aocher minor building i,mr 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 cutTently 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. Desisrt Parameters and AS51MM 2a Used: (Please check or complete the appropriate box.) 1. Florida Building Code 2001 Edition ASCE 7.98 2. Building Design is (check one) Enclosed Partially Enclosed open Building X 3. ]Building height: 19 '— 6 0 4. Wind Speed Used in Building Design: / / 0 3 second gust 5. Wind Exposure Classification (refer to exposure tables in Building Code i2yYte in ne # )'. 6. Average Wind Velocity Pressure on Exterior Faces of Structure 7. Peak Wind Velocity Pressure on Exterior Faces of Structure . o. ¢.—PSF 8. Importance(Use Factor (obtain Mont Building Code)- Z O PSF PSF Roof/dead PSF Roof ive 9. Loads: Floor — lo. Were Shear Walls 'Considered for Structure (check one): Yes X No ____(if No, attach explanation) 11. Is a Continuous Load Path Provided (check one): Yes ')< No (if No, attach explanation) �_..:,t-a r.t . > .,".le Yes K _ No ,(if No, attach explanation) 13. Wfinimum Soil Bearing Pressure: 2,00o 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 knowledge and belief. r'S8 'b R I c4oir � W C -& A K Certification #: q _[Seal Here] Name: 7 Design Firm: 5� 6W G�,¢� /�SSoeIgZ�S Date: SLCCDV Form, 02W