| Date |
Text |
| 2007-05-30 14:17:34 | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) SHOW COMPLIANCE WITH 401.3 DRAINAGE. THE DRAINAGE |
| | PLAN ON SP-1 DOES NOT INDICATE THE DIRECTION OF SURFACE |
| | WATER FLOW TO A STORM SEWER OR AN APPROVED POINT OF |
| | COLLECTION. THE SURFACE WATER CAN NOT BE DIVERTED ONTO |
| | THE ADJACENT PROPERTIES. INDICATE HOW IT WILL BE KEPT |
| | ON THE LOT AND ROUTED TO THE COLLECTION POINT. |
| | |
| | 3) THE WALL LEGEND ON A1 INCORRECTLY SPECIFIES 16" |
| | RATHER THAN 6" THICK R-19 INSULATION FOR WALLS C, D AND |
| | E. PLEASE CORRECT. |
| | |
| | 4) SUBMIT THE MANUFACTURER'S SPECIFICATIONS AND |
| | INSTALLATION INSTRUCTIONS FOR THE ICYENE INSULATION. |
| | |
| | 5)THE SPIRAL STAIR DETAIL ON A5 DOES NOT INDICATE THE |
| | REQUIRED MINIMUM 26" WIDTH AND THE 7-1/2 " MINIMUM |
| | TREAD DEPTH AT 12" FROM THE NARROWER EDGE. SEE FBC |
| | R311.5.8.1. SHOP DRAWINGS WILL BE REQUIRED TO BE |
| | SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION. |
| | |
| | 6) THE NOTES ON A1 AND A4 AND SECTION 01 ON S1 DO NOT |
| | COMPLY WITH SECTION 704 OF THE FBC. A 4" INSPECTION |
| | SPACE IS REQUIRED ABOVE PATIO AND GARAGE SLABS AND |
| | ENTRY AREAS PER EXCEPTION (3) . EXCEPTION (4) ALLOWS |
| | TERMITE TREATED PATIO SLABS TO MATCH THE INTERIOR |
| | FINISH FLOOR ELEVATION ON MASONRY CONSTRUCTION ONLY. |
| | EXCEPTION (4) CAN NOT BE USED BECAUSE THE STRUCTURE IS |
| | WOOD FRAME. PLEASE REVISE. |
| | |
| | 7) THE FOOTING SCHEDULE ON S1 IS INCORRECT FOR MARK |
| | (A). THE MONOLITHIC FOOTING IS REQUIRED TO BE A MINIMUM |
| | OF 18" THICK. FBC 704 REQUIRES A 6" CLEARANCE FOR |
| | TERMITE INSPECTION AND FBC R403.1.4 REQUIRES EXTERIOR |
| | FOOTERS TO BE 12" BELOW GRADE. ALSO SEE R404.1.6. |
| | |
| | 8) SECTIONS 03 AND 10 ON S2 CONTAIN CONFLICTING |
| | INFORMATION. THE ATTACHMENT OF THE LEDGER TO THE WOOD |
| | FRAME WALLS IS SPECIFIED WITH TAPCONS ON ONE AND POWER |
| | ACTUATED FASTENERS ON THE OTHER. PLEASE CORRECT. |
| | |
| | 9) PROVIDE SPECIFICATIONS OR TECHNICAL BULLETION FROM |
| | THE MANUFACTURER INDICATING THAT THE LSSH HANGERS CAN |
| | BE USED UPSIDE DOWN AND SPECIFY THE DESIGN UPLIFT |
| | PRESSURE. SEE SECTION 03 AND 10 ON S2. |
| | |
| | 10) SPECIFY THE CONNECTOR USED TO ATTACH THE PARAPET |
| | WALL TO THE RAFTERS AND WALL BELOW ON S2. SEE RED MARKS |
| | ON PLANS. |
| | |
| | 11)SPECIFY THE WALL TO BEAM CONNECTORS ON SECTIONS 5 |
| | AND 6 ON S2. |
| | |
| | 12) SPECIFY THE LOCATIONS OF THE TDX2 HOLD DOWNS |
| | SPECIFIED IN SECTION 12 ON S2. |
| | |
| | 13) SPECIFY THE SECOND FLOOR WALL TO FIRST FLOOR WALL |
| | CONNECTOR IN SECTION 1 ON S2. |
| | |
| | 14) SECTIONS 3, 10, 11 AND 12 ON S2 INCORRECTLY SPECIFY |
| | THE ROOF RAFTERS AS FLOOR JOISTS PLEASE CORRECT. |
| | |
| | 15) THE PRODUCT APPROVALS FOR THE USP TDX2 AND LSSH |
| | CONNECTORS HAVE NOT BEEN SUBMITTED. |
| | |
| | 16) ALL OF THE PRODUCT APPROVALS ARE REQUIRED TO BE |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD. FBC |
| | 106.3*. SEE USP PRODUCT APPROVALS. |
| | |
| | 17) PRODUCT APPROVALS FOR SIMPSON CONNECTORS SUBMITTED |
| | ARE NOT APPLICABLE. THERE WERE NO SIMPSON CONNETORS |
| | SPECIFIED ON THE PLANS. |
| | |
| | 18) THE PRODUCT APPROVAL FOR THE SEALOFLEX |
| | WATERPROOFING SYSTEM REQUIRES SIGNED AND SEALED RAS 117 |
| | CALCULATIONS FROM AN ARCHITECT OR ENGINEER FOR ENHANCED |
| | FASTENING. THE LETTER SUBMITTED IS NOT ACCEPTABLE. |
| | |
| | 19)THE PRODUCT APPROVAL FOR THE TAMKO MODIFIED ROOF |
| | SYSTEM REQUIRES SIGNED AND SEALED RAS 117 CALCULATIONS |
| | FROM AN ARCHITECT OR ENGINEER FOR ENHANCED FASTENING. |
| | THE LETTER SUBMITTED IS NOT ACCEPTABLE. |
| | |
| | 20) THE UPLIFT PRESSURES ON S3 OF THE PLANS, THE |
| | ENGINEERS CALCULATION REPORT AND THE ROOF ENHANCED |
| | FASTENING LETTER HAVE DIFFERENT UPLIFTS. PLEASE |
| | REVIEW. |
| | |
| | 21) THE ROOF VERTICAL WINDLOADS (UPLIFT PRESSURES) IN |
| | THE ENGINEER'S REPORT APPEAR TO BE TOO LOW FOR 150 MPH |
| | EXPOSURE C. PLEASE REVIEW. THE WINDLOAD CALCULATIONS |
| | REFERENCE ASCE7-98. THE EDITION OF ASCE7 REFERENCED IN |
| | THE 2004 FBC IS ASCE7-02. PLEASE REVISE THE WINDLOAD |
| | CALCULATION REPORT. |
| | |
| | 22) SUBMIT OLD PLAN SHEETS WITH IMPACT FEE STAMP OR |
| | HAVE NEW ONES STAMPED BY THE COUNTY. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
