| Date |
Text |
| 2013-04-22 09:09:27 | 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 VALUE OF $163,800 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. THE VALUE WILL BE CHANGED TO $318,074.00 |
| | BASED ON LATEST ICC BUILDING VALUATION DATA. |
| | |
| | 5) BEDROOM NUMBER THREE IS LOCATED ON THE ZERO LOT LINE |
| | WITH A SLIDING GLASS DOOR OPENING INTO A SMALL |
| | COURTYARD AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE |
| | OPENING (FBC R310). AN EGRESS EASEMENT THROUGH THE |
| | ADJACENT PROPERTY IS REQUIRED TO ALLOW ACCESS TO AND |
| | FROM THE COURT YARD. PLEASE PROVIDE A COPY OF THE |
| | SUBDIVISION COVENANTS ADDRESSING THIS ISSUE AND SHOW IT |
| | ON THE SURVEY. |
| | |
| | 6) SUBMIT TWO COPIES OF THE MANUFACTURER'S INSTALLATION |
| | INSTRUCTIONS AND LISTING INFORMATION FOR THE OUTDOOR |
| | BBQ. FBCR M1901.2 & FBCR G2408.1 |
| | |
| | WHEN RESUBMITTING PLEASE PROVIDE A RESPONSE LETTER |
| | INDICATING HOW EACH OF THE REVIEW COMMENTS 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) THE TRUSS ANCHORS THAT ARE SPECIFIED FOR THE HIP |
| | GIRDER TRUSS A11 ARE NOT ADEQUATE. THE UPLIFT ON THE |
| | TRUSS DRAWINGS AT BEARING POINT 14 IT IS -1528. SHEET |
| | S-2 OF THE PLANS LISTS ANCHOR A (-1220) . PLEASE |
| | CORRECT. FBCR 802.1.6.5 |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
