| Date |
Text |
| 2013-04-09 14:30:18 | 2010 FBC |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) SUBMIT TWO COPIES OF A SURFACE WATER DRAINAGE PLAN |
| | THAT SHOWS COMPLIANCE WITH FBCR 401.3. |
| | |
| | 2) SUBMIT 2 SETS OF SIGNED AND SEALED SUBSURFACE SOIL |
| | REPORTS. FBCR 401.4 |
| | |
| | 3) FBCR 302.1 REQUIRES EXTERIOR WALLS LOCATED ON A ZERO |
| | LOT LINE TO HAVE A FIRE RESISTANCE RATING OF ONE HOUR. |
| | SUBMIT TESTING REPORTS AND SPECIFICATIONS SHOWING THAT |
| | THE GLASS BLOCK PANEL WALL SYSTEM THAT IS PROPOSED FOR |
| | THIS WALL HAS A ONE HOUR FIRE RESISTANCE RATING IN |
| | ACCORDANCE WITH ASTM E 119 OR UL 263 WITH EXPOSURE FROM |
| | BOTH SIDES. |
| | |
| | 4) THE SUMMER KITCHEN OPTION HAS BEEN CROSSED OFF ON |
| | THE PLANS. HOWEVER, THE MANUFACTURER'S SPECS. WERE |
| | SUBMITTED FOR THE OUTDOOR GRILL, REFRIGERATOR AND SINK. |
| | PLEASE CLARIFY. CITY AMENDMENTS 107.2.1 |
| | |
| | 5) THE VALUE OF $145,255.00 APPEARS UNDERESTIMATED THIS |
| | PROJECT. PER CITY AMENDMENTS 109.3, FOR PERMITTING |
| | PURPOSES THE VALUATION OF BUILDINGS AND SYSTEMS SHALL |
| | BE TOTAL REPLACEMENT VALUE TO INCLUDE STRUCTURAL, |
| | ELECTRIC, PLUMBING, MECHANICAL, INTERIOR FINISH, |
| | RELATIVE SITE WORK, ARCHITECTURAL AND DESIGN FEES, |
| | MARKETING COSTS, OVERHEAD AND PROFIT; EXCLUDING ONLY |
| | LAND VALUE. |
| | |
| | WHEN RESUBMITTING PLEASE PROVIDE A RESPONSE LETTER |
| | INDICATING HOW EACH OF THE REVIEW COMMENT HAS BEEN |
| | ADDRESSED. |
| | |
| | NOTE: ON FUTURE SUBMITTALS PLEASE DO NOT STAPLE THE |
| | PRODUCT APPROVALS TO THE PLANS. |
| | |
| | |
| | TRUSS DRAWING REVIEW DENIED BY BUILDING |
| | |
| | 1) THE ORIGINAL WET SIGNATURE OF THE TRUSS ENGINEER AS |
| | WELL AS HIS SEAL IS REQUIRED ON THE TRUSS LAYOUT AND |
| | THE TRUSS DRAWINGS PER FS 471.025 AN FAC 61G15-23.002. |
| | |
| | 2) SPECIFY THE TRUSS ANCHORS THAT WILL BE USED FOR THE |
| | FLAT GIRDER TRUSSES FG2 AND FG3 AT THE MASONRY WALLS. |
| | FBCR 802.1.6.5 |
| | |
| | 3) THE TRUSS ANCHORS THAT ARE SPECIFIED FOR THE HIP |
| | GIRDER TRUSS A10 ARE NOT ADEQUATE. THE UPLIFT ON THE |
| | TRUSS DRAWINGS AT BEARING POINT 18 IS -2683 AND AT B.P. |
| | 13 IT IS -1618. SHEET S-2 OF THE PLANS LISTS ANCHOR B |
| | (-2235) AND A (-1220) RESPECTIVELY. PLEASE CORRECT. |
| | FBCR 802.1.6.5 |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
