| Date |
Text |
| 2002-04-04 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT# 02022248 |
| | 345 SUMMA STREET |
| | CONT: WHITING - TURNER |
| | TEL: 832-4995 |
| | |
| | SBC= 1997 STANDARD BUILDING CODE |
| | SBC*= AMENDMENTS TO THE STANDARD BUILD- |
| | ING CODE |
| | FL ACC= 1997 FLORIDA ACCESSIBILITY CODE |
| | |
| | NOTE: FLORIDA STATE STATUTE 553.80 2(B) |
| | THE LOCAL GOVERNMENT SHALL IMPOSE, EACH |
| | TIME AFTER THE THIRD SUCH REVIEW THE |
| | PLANS ARE REJECTED FOR THE SAME CODE |
| | VIOLATION, A FEE OF FOUR TIMES THE |
| | AMOUNT OF THE PROPORTION OF THE PERMIT |
| | FEE ATTRIBUTED TO PLAN REVIEW. |
| | |
| | THESE PLANS ARE INCOMPLETE, NO STRUCTUR- |
| | AL REFRENCES, ARCHETECT HAS NOT GIVEN |
| | ANY INFORMATION TO FOOTING SIZE, COLUMN |
| | OR BEAM SIZE. |
| | |
| | THE ARCHETECT OF RECORD DOESN'T GIVE THE |
| | ANY INFORMATION AS TO HOW THE BUILDING |
| | WAS DESIGNED! IMPORTANCE FACTOR,MEAN |
| | ROOF HEIGTH, ETC. THESE PLAN ARE ONLY |
| | A CONCEPTUAL RENDERING. |
| | |
| | 1)- SBC 1804.2.7.2(3) A COMPLETE SOILS |
| | REPORT IS REQUIRED, 3 COPIES. |
| | 2)- SBC 104.2.2* A SURVEY LESS THAN A |
| | YEAR OLD. |
| | 3)- SBC 1606.2.6.2COMPONENTS & CLADDING |
| | THE CONTRACTOR IS TO SUPPLY THE PRODUCT |
| | TESTING REPORTS FOR THE FOLLOWING ITEMS: |
| | ALL GLAZED OPENINGS, WINDOWS, EXT. |
| | DOORS, SKYLIGHTS & ROOFING ASSEMBLIES |
| | AND STORM SHUTTERS. |
| | 4) TO INDICATE THE POSITIVE & NEGATIVE |
| | WIND ZONES ON THE ELEVATIONS FOR ALL |
| | OPENINGS. |
| | 5) MISSING TRUSS LAYOUT SHEET, INDICATE |
| | THE TRUSS & GIRDER LOADS, VERTICAL, HOR- |
| | IZONTAL & GRAVITY LOADS THAT ARE TO |
| | BE RESISTED. |
| | 6) MISSING ANCHOR SCHEDULE WITH TYPE |
| | OF ANCHOR, ALLOWABLE LOADS.(TRUSSES) |
| | 7) SHEET A-5 SECTION 2 & 3 ONE INDICATES |
| | WOOD TRUSSES THE OTHER METAL TRUSSES. |
| | WITHOUT KNOWING HOW THE ARCHETECT |
| | DESIGNED THIS BUILDING WHICH IS RIGHT? |
| | TYPE IV OR TYPE V BUILDING? |
| | 8) SAME SECTIONS, SECTION 2 DOES NOT |
| | INDICATE THE TYPE OF ROOF SHEATHING ON |
| | WOOD TRUSSES, WHERE AS SECTION 3 INDICAT |
| | ES METAL TRUSSES, METAL DECKING, 3" |
| | INSULATION AND PLYWOOD SHEATHING, WHAT |
| | TYPE OF ATTACHMENT AND WHAT FREQUENCY? |
| | 9) SHEET A-5 INDICATES A VENEERED EXT. |
| | WALL? TO COMPLY WITH 1403.2.6. FOR |
| | ANCHORING. |
| | 10) THE PLANS AARE NOT THOROUGH ENOUGH |
| | TO COMPLETE A REVIEW OF THE BUILDING, |
| | ALTHOUGH A FOUNDATION PERMIT IS APPLIED |
| | FOR THE STRUCTURAL PLANS SHALL ALSO |
| | ACCOMPANY THE ARCHETECTURAL PLANS FOR |
| | DISCREPANCIES, AND VARIFICATION AS TO |
| | THE ARCH. & ENGINEER HAVE THE SAME |
| | CONCEPT FOR THIS PROJECT. |
| | 11) SHEET A-5 DETAIL 3 INDICATES A |
| | PLASTER SOFFIT AND CEILING ON AN UNDIS- |
| | CLOSED FRAMING MEMBER? DETAILS, STEEL |
| | STUDS, EXPANDED WIRE LATH OR ROCK LATH |
| | HOW IS THE STRUCTURE SUPPORTED? |
| | THE SAME DETAIL INDICATES A RAISED STUC- |
| | CO BAND, IS THIS A SOLID STUCCO BAND? |
| | INDICATE ATTACHMENT HI RIB / HORIZ FRAM? |
| | 12) FL ACC CODE 4.33.3 BLEACHERS EXCEP- |
| | TION ALLOWS FOR BLEACHER SEATING <300 TO |
| | HAVE ACCESSIBLE VIEWING AREAS MAY BE |
| | CLUSTERED, EQUIVALENT ACCESSIBLE VIEWING |
| | POSITIONS MAY BE ON LEVELS HAVING |
| | ACCESSIBLE EGRESS. SHOW COMPLIANCE. |
| | 13 THE SAME COMMENTS AS THE FOUNDATION |
| | PERMIT.WHAT CODE DESIGNED BY? |
| | 14) THRESHOLD BUILDING, THRESHOLD INSP |
| | REQUIRED, ENGINEER TO COMPRISE THRESHOLD |
| | INSPECTION PLAN! |
| | 15) MEET WITH DON NEELY ASSISTANT |
| | BUILDING OFFICIAL. |
| | 16) 3 SETS OF PLANS |
| | 17) PLANS TO COUNTY IMPACT FEES |
| | 18) RADON FEES DUE UNDER FOUNDATION |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096X8412 |
