| Date |
Text |
| 2014-05-22 18:01:56 | 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. NOTE: THE PALM BEACH COUNTY PROPERTY |
| | APPRAISER VALUES THE STRUCTURE AT $58,037.00. |
| | |
| | 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. ( THE ROOFING |
| | PRODUCT APPROVALS WILL BE SUBMITTED UNDER SEPARATE |
| | PERMIT PER NOTE ON RESUBMITTAL FORM. ) |
| | |
| | 4) SPECIFY THE OVERHANG, SOFFIT MATERIAL AND EAVE VENTS |
| | FOR THE NEW SHED ROOF. 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 |
| | THE INSTALLATION SCHEDULE THAT WAS SUBMITTED IS NOT |
| | CORRECT. |
| | |
| | 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) ( COMPLIED ) 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 ( THE PLANS WERE REVISED |
| | TO SPECIFY THAT THE SILL IS SUPPORTED BY PIERS. THE |
| | SPACING OF THE PIERS IS REQUIRED TO DETERMINE IF THE 6 |
| | X 6 SILL BEAM IS CAPABLE OF SPANNING THE OPENING |
| | BETWEEN PIERS. ) |
| | |
| | 13) ( COMPLIED ) 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) ( COMPLIED, HOWEVER, THE LETTER FROM THE CONTRACTOR |
| | STATES THAT THE OWNER IS RESPONSIBLE FOR THE DECK. IF |
| | THAT IS THE CASE THE PLANS SHOULD BE REMOVED FROM THIS |
| | SUBMITTAL AND SUBMITTED BY THE OWNER UNDER A SEPARATE |
| | PERMIT.) 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. |
| | |
| | NOTE: PLEASE PROVIDE A RESPONSE LETTER INDICATING HOW |
| | EACH OF THE REVIEW ITEMS HAS BEEN ADDRESSED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
