Date |
Text |
2014-05-14 16:48:42 | 2010 FBC |
| |
| REVISION DENIED BY BUILDING |
| |
| 1) AN INCREASE IN VALUE OF $7500.00 WAS SPECIFIED FOR |
| THE REVISION. THE TOTAL SCOPE OF WORK FOR THIS REVISION |
| IS NOT CLEAR. THE SCOPE OF WORK ON THE PLANS LISTS |
| ELECTRICAL, PLUMBING AND MECHANICAL ( HVAC ). HOWEVER, |
| SEPARATE PERMITS HAVE BEEN ISSUED FOR THE ELECTRIC AND |
| PLUMBING WORK FOR THIS PROJECT. THERE WERE NOT ANY |
| MECHANICAL PLANS OR APPLICATION SUBMITTED. THE VALUE |
| STILL APPEARS LOW FOR THE EXTENT OF STRUCTURAL REPAIRS |
| SPECIFIED, THE NEW EXTERIOR DOORS AND LARGE MISSILE |
| IMPACT WINDOWS, STUCCO AND DRYWALL REPAIRS AND FINISHES |
| THAT ARE TO BE DONE. SEE THE |
| CITY AMENDMENTS TO THE 2010 FBC SECTION 109.3 BUILDING |
| PERMIT VALUATIONS. IF, IN THE OPINION OF THE BUILDING |
| OFFICIAL, THE CLAIMED VALUATION OF |
| BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS, |
| MECHANICAL OR PLUMBING SYSTEMS APPEARS TO BE |
| UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE |
| DENIED, UNLESS THE APPLICANT CAN SHOW |
| DETAILED, QUANTITY ESTIMATES, AND/OR BONA FIDE SIGNED |
| CONTRACTS (EXCLUDING LAND VALUE) TO MEET THE |
| APPROVAL OF THE BUILDING OFFICIAL. 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. |
| |
| 2) THE STRUCTURE IS LOCATED IN A SPECIAL FLOOD HAZARD |
| AREA ( A9 , ELEVATION 13 FEET ). THE ELEVATION OF THE |
| LOWEST FLOOR IS REQUIRED TO BE 13.5 FEET (INCLUDING THE |
| 6" FREEBOARD REQUIRED BY CITY ORDINANCE). IF THE VALUE |
| OF THE IMPROVEMENTS EXCEED 50 PERCENT OF THE STRUCTURES |
| VALUE, THE BUILDING WILL BE REQUIRED TO COMPLY WITH THE |
| FLOOD ORDINANCE. |
| |
| 3) A ROOFING SUB- PERMIT AND PRODUCT APPROVALS FOR THE |
| NEW SHED ROOF WILL BE REQUIRED. DCA RULE 9N-3. SUBMIT |
| TWO SETS OF SIGNED AND SEALED RAS 117 CALCULATIONS IF |
| REQUIRED BY THE PRODUCT APPROVAL FOR ENHANCED FASTENING |
| AT THE PERIMETER AND CORNER ROOF AREAS. |
| |
| 4) SPECIFY THE SLOPE OF THE SHED ROOF, THE OVERHANG, |
| SOFFIT MATERIAL AND EAVE VENTS. CITY AMENDMENTS 107.2 |
| |
| 5) SUBMIT TWO COPIES OF AN INSTALLATION SCHEDULE FOR |
| THE STORM PANELS. SPECIFY THE MOUNTING METHOD, THE |
| FASTENERS, FASTENER SPACING, SPANS, ETC. FBC R301.2.1 |
| |
| 6) SPECIFY THE SIZES AND TYPES OF EXTERIOR DOORS AND |
| WINDOWS ON THE PLANS. INDICATE IF THERE ARE ANY |
| OPENINGS WITH MULTIPLE WINDOWS THAT ARE CONNECTED WITH |
| STRUCTURAL MULLIONS. |
| |
| 7) SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE |
| STRUCTURAL MULLIONS IF ANY WILL BE USED. DCA RULE 9N-3 |
| |
| 8) SUBMIT A CURRENT PRODUCT APPROVAL FOR THE SINGLE |
| HUNG WINDOWS. THE ONE THAT WAS SUBMITTED (NOA NO. |
| 09-0121.24) IS EXPIRED. |
| |
| 9) SPECIFY THE WIND DESIGN DATA (WI ND SPEED, EXPOSURE |
| CATEGORY AND MEAN ROOF HEIGHT) ON THE PLANS. |
| |
| 10) SPECIFY THE DESIGN CRITERIA THAT IS BEING USED TO |
| DETERMINE THAT THE STRUCTURAL REPAIRS TO THE DWELLING |
| WILL ADEQUATELY MEET ALL LATERAL AND GRAVITY LOADS. |
| |
| 11) SPECIFY THE OPENING PRESSURES FOR THE EXTERIOR |
| DOORS AND WINDOWS ON THE PLANS. |
| |
| 12) SPECIFY THE SIZE OF THE SILL BEAM ON THE PLANS. |
| CLARIFY IF THE CONCRETE SHOWN BELOW THE SILL BEAM IN |
| THE SECTION IS A CONTINOUS STEM WALL OR INDIVIDUAL |
| PIERS. CITY AMENDMENTS 107.2.1 |
| |
| 13)THE NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR |
| THE DESIGN IS REQUIRED ON THE PLANS. CITY AMENDMENTS |
| 107.2.1 |
| |
| 14) THE PRODUCT APPROVALS ARE REQUIRED TO BE REVIEWED |
| AND APPROVED BY THE DESIGNER OF RECORD FOR THE PROJECT. |
| CITY AMENDMENTS 107.3.4.1 |
| |
| 15) THE PLANS INDICATE THAT THE EXISTING DECK IS TO BE |
| REPLACED WITH A NEW 8' X ? PT DECK. PROVIDE STRUCTURAL |
| DETAILS FOR THE NEW DECK. CITY AMENDMENTS 107.2.1 |
| |
| 16) THE SIMPSON CONNECTORS ARE REQUIRED TO BE USED WITH |
| THE FASTENERS THAT ARE SPECIFIED BY SIMPSON IN THE |
| CATALOG OR PRODUCT APPROVALS. THE HGAM 10 CONNECTOR HAS |
| TAPCONS AND WOOD SCREWS SPECIFIED. SIMPSON TITEN HD |
| SCREW ANCHORS AND SDS SCREWS ARE REQUIRED. DCA RULE |
| 9N-3 AND THE MANUFACTURER. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |
| [email protected] |