| Date |
Text |
| 2015-06-01 19:22:00 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THE PLANS SPECIFY THAT THE EXPOSURE CATEGORY FOR |
| | THIS PROJECT IS B. THERE IS A CEMETARY TO THE WEST OF |
| | THIS LOCATION THAT IS SURFACE ROUGHNESS C. FOR THE |
| | DISTANCE OF 1500 FT TO THE WEST THE PREVAILING SURFACE |
| | ROUGHNESS C, THEREFORE THIS PROJECT IS EXPOSURE C. |
| | FBC-R 301.2.1.4.3 |
| | |
| | 2) A NOTE ON THE FOUNDATION PLAN STATES THAT THE |
| | CONCRETE SLAB WAS POURED UNDER PREVIOUS PERMIT |
| | #04070391. THAT PERMIT WAS NEVER APPROVED OR ISSUED AND |
| | THEREFORE NO INSPECTIONS WERE DONE ON THE FOUNDATION. |
| | THERE WAS A PERMIT (99121464) TO INSTALL A 4" THICK |
| | PATIO SLAB WITH THE DIMENSIONS OF 25' X 34' - 3", WHICH |
| | ARE THE DIMENSIONS OF THE PROPOSED ADDITION. THIS 4" |
| | PATIO SLAB WILL NOT BE ADEQUATE TO SUPPORT THE EXTERIOR |
| | WALLS OF THE ADDITION AND THE TERMITE PROTECTION |
| | REQUIREMENTS WOULD NEED TO BE ADDRESSED. FBC 107.2.1, |
| | FBC-R 301.1 AND 318 |
| | |
| | 3) THE SLEEPING ROOM WINDOWS ARE REQUIRED COMPLY WITH |
| | FBC-R 310 FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. |
| | BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM |
| | SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND |
| | RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE |
| | SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS |
| | SHALL BE REQUIRED IN EACH SLEEPING ROOM. WHERE |
| | EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY |
| | SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES |
| | (1118 MM) ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING |
| | A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES |
| | AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS |
| | PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD |
| | ENCLOSURE SHALL COMPLY WITH SECTION R310.3. THE NET |
| | CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL |
| | BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY |
| | ESCAPE AND RESCUE OPENING FROM THE INSIDE. EMERGENCY |
| | ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT |
| | BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED |
| | WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2. |
| | EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN |
| | DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT |
| | OPENS TO A PUBLIC WAY. |
| | FBC-R310.1.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE |
| | AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR |
| | OPENING OF 5.7 SQUARE FEET (0.530 M2). |
| | EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM |
| | NET CLEAR OPENING OF 5 SQUARE FEET (0.465 M2). |
| | |
| | FBC-R310.1.2 MINIMUM OPENING HEIGHT. |
| | THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES |
| | (610 MM). |
| | |
| | FBC-R310.1.3 MINIMUM OPENING WIDTH. |
| | THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES |
| | (508 MM). |
| | |
| | |
| | 4) THE FOOTING REINFORCING BARS AND SLAB OF THE NEW |
| | ADDITION SHOULD BE DOWELED INTO THE EXISTING FOOTINGS |
| | AND SLAB TO PREVENT UNEVEN SETTLEMENT. FBC 107.2.1 |
| | |
| | 5) THE NOTE ON THE EXTERIOR WALL SECTION ON SHEET 4 |
| | CALLS FOR 3/4" STUCCO OVER PAPER-BACKED METAL LATH ON A |
| | CONCRETE BLOCK EXTERIOR WALL. THIS NOTE APPEARS TO BE |
| | IN ERROR. CLARIFY. FBC 107.2.1 |
| | |
| | 6) THE EXTERIOR WALL SECTION ON SHEET 4 SPECIFIES 6" |
| | THICK BATT INSULATION WITH AN R30 INSULATION VALUE. |
| | THERE IS NO 6" BATT INSULATION WITH AN R-30 VALUE. FBC |
| | 107.2.1 |
| | |
| | 7) SHOW COMPLIANCE WITH 2010 FBC ENERGY CONSERVATION |
| | SECT. 101.4.3 & 103.2 BY SUBMITTING THE PROPER |
| | CONSTRUCTION DOCUMENTS. SEE RESIDENTIAL BUILDING FORM |
| | 405. |
| | |
| | 8) SPECIFY THE R-VALUE FOR THE EXTERIOR WALL INSULATION |
| | THAT WILL BE USED ON THE PLANS. FBC 107.2.1 |
| | |
| | 9) FBC-R314.3 SMOKE ALARMS SHALL BE INSTALLED IN THE |
| | FOLLOWING LOCATIONS: |
| | 1. IN EACH SLEEPING ROOM. |
| | 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE |
| | VICINITY OF THE BEDROOMS. |
| | |
| | 10) THE STRUCTURAL OVERHANG DETAIL AT THE GABLE END |
| | RAKED BEAM DOES NOT SHOW COMPLIANCE WITH WINDLOAD |
| | UPLIFT REQUIREMENTS. SPECIFY THE LENGTH OF THE |
| | OVERHANG. FBC-R 301.1 |
| | |
| | 11) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3 |
| | THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD. PROVIDE TWO COMPLETE PRODUCT |
| | APPROVALS WITH FL OR NOA NUMBERS INCLUDING INSTALLATION |
| | INSTRUCTIONS AND MAXIMUM DESIGN PRESSURES FOR THE |
| | ASPHALT SHINGLE AND WINDOWS. |
| | |
| | 12) FBC 109.3 BUILDING PERMIT VALUATION. FOR PERMITTING |
| | PURPOSES, 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. VALUATION REFERENCES MAY INCLUDE THE LATEST |
| | PUBLISHED DATA OF NATIONAL CONSTRUCTION COST ANALYSIS |
| | SERVICES (MARSHALL-SWIFT, MEANS, ETC.), AS PUBLISHED BY |
| | INTERNATIONAL CODE CONGRESS. FINAL BUILDING PERMIT |
| | VALUATION SHALL BE SET BY THE BUILDING OFFICIAL. THE |
| | VALUATION OF $50,000.00 APPEARS TO BE LOW. SUBMIT A |
| | COPY OF THE SIGNED CONTRACT. |
| | |
