Date |
Text |
2006-01-13 00:00:00 | ****CORRECTIONS**** |
| |
| SAMANTHA HILL, BUILDING PLANS EXAMINER |
| 561-805-6724 [email protected] |
| |
| FBCFLORIDA BUILDING CODE 2004 |
| FBC EBFLORIDA BUILDING CODE 2004 |
| EXISTING BUILDING CODE |
| FBC*CITY OF WEST PALM BEACH |
| AMENDMENTS TO THE FBC2004 |
| |
| 1.)A NOTICE OF COMMENCEMENT MUST BE |
| FILED WITH THE CLERK OF COURTS BEFORE A |
| PERMIT CAN BE ISSUED.THE NOC PROVIDED |
| IS EXPIRED; OVER 90 DAYS WITHOUT |
| COMMENCING WORK, FS713.13(2). |
| |
| 2.)SEPARATE PERMITS FOR EACH BUILDING |
| AND THE DUMPSTER WILL BE REQUIRED FOR |
| INSPECTION PURPOSES.SEPARATE PLANS ARE |
| NOT REQUIRED. |
| |
| 3.)LANDSCAPE PLAN IS TO BE SIGNED AND |
| SEALED IN ACCORDANCE WITH FS481.306, |
| FAC61G10-11.010. |
| |
| 4.)FBC* 105.3RESIDENT INSPECTOR. |
| SUBMIT INSPECTOR RESUME' AND LICENSE |
| DOCUMENTS TO HAROLD PISKURA, 805-6711. |
| ARESIDENT INSPECTOR PROGRAM IS |
| REQUIRED, ON THIS PROJECT, DUE TO ONE OR |
| MORE OF THE FOLLOWING: |
| - BUILDINGS/ADDITIONS OF TYPE I OR II |
| CONSTRUCTION |
| - ANY MAJOR STRUCTURAL ALTERATIONS |
| - STRUCTURES IN WHICH THE CONCRETE |
| DESIGN IS BASED ON COMPRESSIVE |
| STRENGTH (F'C) IN EXCESS OF 3000 PSI |
| - PILE DRIVING |
| - BUILDINGS OVER 20,000 SQ FT IN AREA |
| - BUILDINGS OVER 2 STORIES IN HEIGHT |
| - BUILDING/STRUCTURES OF UNUSUAL DESIGN |
| OR METHODS OF CONSTRUCTION |
| |
| 5.)GOVERNING CODE EFFECTIVE OCTOBER 1, |
| 2005 IS FBC2004.REVISE ALL REFERENCES. |
| SOME STATE FBC2001, A1 STATES SBC. |
| |
| 6.)PRODUCT APPROVALS ARE TO BE |
| REVIEWED BY DESIGNER OF RECORD PRIOR TO |
| SUBMITTAL FOR PERMITTING, FBC*106.3.3. |
| |
| 7.)THE SOILS REPORT IS TO HAVE THE |
| CERTIFICATE OF AUTHORIZATION NUMBER FOR |
| THE FIRM, ALLTERRA, PRINTED ON EACH |
| SHEET, FAC61G15-23.002. |
| |
| 8.)SHEET SP1, BUILDING DATA, DECLARES |
| S1 OCCUPANCY, ORDINARY HAZARD.SEE |
| FBC311.S1 IS MODERATE-HAZARD STORAGE. |
| |
| 9.) SHEET SP1, BUILDING DATA, DECLARE |
| BUILDINGS AS TYPE VA OR VB, SO THAT |
| COMPLIANCE WITH FBC TABLE 503, FBC TABLE |
| 601 CAN BE DETERMINED. |
| |
| 10.)INDICATE ON SHEET SP1, BUILDING |
| DATA, WHETHER THE BUILDINGS ARE |
| SPRINKLED OR UNSPRINKLED. |
| |
| 11.)SHEET S1, UPLIFT CALCS, SHOW AN |
| OVERHANG OF 6 FT, HALF TRUSS SPAN OF 1.2 |
| FT.PLEASE CLARIFY. |
| |
| 12.)BAR JOIST PLANS MAKE REFERENCE TO |
| WOOD TRUSSES AND CONNECTORS.PLEASE |
| CLARIFY.NO WOOD TRUSSES SHOWN ON ROOF |
| FRAMING PLAN OR WALL SECTIONS. |
| |
| 13.)ROOF DRAINAGE CALCS ARE TO COMPLY |
| WITH FBC2004, S7. |
| |
| 14.)DECLARE AN OCCUPANT LOAD FOR EACH |
| UNIT. |
| |
| 15.)SHOW THE ACCESSIBLE ROUTE, |
| FBC11-4.1.2(1).SHOW MAXIMUM SLOPE. |
| |
| 16.)FOR THE ROOF, INDICATE WHICH |
| APPROVED ASSEMBLY YOU ARE USING IN THE |
| PRODUCT APPROVAL. |
| |
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