| Date |
Text |
| 2006-01-27 00:00:00 | DENIED |
| | 2ND REVIEW |
| | |
| | 1) THE NOTICE OF COMMENCEMENT WILL NEED |
| | TO BE RERECORDED BEFORE THE PERMIT IS |
| | ISSUED. WORK ON THE PROJECT MUST START |
| | WITHIN 90 DAYS OF THE DATE THE NOC IS |
| | RECORDED PER FLORIDA STATUES. |
| | |
| | 2) THE CITY OF WEST PALM BEACH |
| | AMENDMENTS TO FBC 1804.1.7 REQUIRE THE |
| | FINISH FLOOR ELEVATION OF A MONOLITHIC |
| | SLAB TO BE A MINIMUM OF 4" ABOVE GRADE |
| | AT HABITABLE AREAS. FBC 1804.1.3 |
| | REQUIRES THE BOTTOM OF FOOTERS TO BE A |
| | MINIMUM OF 12" BELOW GRADE. PLEASE |
| | CORRECT SECTIONS ON A2 AND A11. |
| | |
| | 3) THE FINISH FLOOR GRADES ON THE |
| | ELEVATIONS ON SHEETS 7 AND 8 DO NOT |
| | CORRESPOND WITH THE SECTIONS ON 2 AND |
| | 11. |
| | |
| | 4) THE SIDE LOT DIMENSIONS FOR THE SITE |
| | PLAN ON SHEET 1 DO NOT CONCUR WITH THE |
| | SURVEY. |
| | |
| | 5) THE FLOOD ZONE GIVEN ON THE SURVEY IS |
| | NOT CORRECT. THE PROPERTY IS LOCATED IN |
| | A "B" ZONE. |
| | |
| | 6) THE INTERNAL PRESSURE COEFFICENT ON |
| | SHEET 3 SHOULD A HAVE A PLUS AND MINUS |
| | SIGN IN FRONT OF IT TO INDICATE POSITIVE |
| | AND NEGATIVE PRESSURES PER ASCE 7-98. |
| | |
| | 7) SUBMIT THE MANUFACTURER'S |
| | SPECIFICATIONS FOR THE ISOKERN FIREPLACE |
| | AND CHIMNEY. |
| | |
| | 8) THE CONDITIONED AREA ON SHEET 1 OF |
| | THE PLANS DOES NOT AGREE WITH THE A/C |
| | AREA LISTED ON THE ENERGY CALCULATIONS. |
| | PLEASE CORRECT. |
| | |
| | 9) THE GARAGE DOOR PRESSURES IN THE |
| | SCHEDULE ONSHEET 7 IS FOR A 16' X 7' |
| | DOOR. THE PLANS SPECIFY TWO 8' X 7' |
| | DOORS. PLEASE CORRECT. |
| | |
| | 10) THE UPLIFT VALUE IN THE SCHEDULE ON |
| | SHEET 9 FOR THE SIMPSON META 18 IS |
| | INCORRECT. THE FBC DOES NOT ALLOW A |
| | ONE-THIRD INCREASE IN THE STEEL |
| | CALCULATIONS FOR STRAPS. THE CORRECT |
| | VALUE IS 1450# UPLIFT. SEE CURRENT |
| | SIMPSON CATALOG. |
| | |
| | 11) SPECIFY THE BOTTOM CORD LIVE LOAD |
| | FOR THE ROOF TRUSSES. THE MINIMUM IS |
| | 10 PSF FOR ATTICS WITHOUT STORAGE. SEE |
| | FBC TABLE 1604.1. |
| | |
| | 12) THE BASIC WINDSPEED IS INCORRECTLY |
| | SPECIFIED AS 120 MPH ON SHEET 9. THE |
| | CORRECT WIND SPEED FOR THE CITY OF WPB |
| | IS 140 MPH. |
| | |
| | 13) PROVIDE STRUCTURAL DETAILS FOR THE |
| | ARCHED OPENINGS. |
| | |
| | 14) FBC 2305.2.2 REQUIRES DRAFTSTOPPING |
| | IN THE FLOOR/CEILING ASSEMBLY SEPARATING |
| | IT INTO TWO OR MORE APPROXIMATE AREAS |
| | AREAS WITH NO GREATER THAN 500 SQFT. |
| | SPECIFY THE LOCATIONS AND MATERIAL THAT |
| | WILL BE USED (FBC 2305.2.6). |
| | |
| | 15) SPECIFY THE FASTENERS AND SPACING |
| | FORTHE SISTERED ROOF OVERHANG SHOWN ON |
| | THE WALL SECTIONS ON SHEET 11. |
| | |
| | 16) SPECIFY THE LENGTH/EMBED DEPTH OF |
| | THE 1/4" TAPCONS SPECIFIED AT THE WINDOW |
| | BUCK DETAIL ON SHEET 13. |
| | |
| | 17) SPECIFY THE YEILD STRENGTH OF THE |
| | W8X31 STEEL BEAM. PROVIDE CALCULATIONS |
| | FOR LOADS ON THE BEAM AND SHOW THAT THE |
| | BEAM IS CAPABLE SUPPORTING THE GRAVITY |
| | LOADS OVER THE BEAM SPAN AND OF |
| | RESISTING THE LATERAL WINDLOADS IMPOSED |
| | ON THE WALL THAT IS SUPPORTED BY THE |
| | BEAM. SEE FBC 2203 AND AISC ALLOWABLE |
| | STRESS DESIGN. |
| | |
| | 18) PRODUCT APPROVALS SUBMITTED |
| | WITH PERMIT APPLICATION AFTER OCTOBER 1, |
| | 2003 ARE REQUIRED TO COMPLY WITH THE |
| | FLORIDA PRODUCT APPROVAL SYSTEM. FOR |
| | INFORMATION PLEASE SEE THE STATE WEBSITE |
| | AT WWW.FLORIDABUILDING.ORG. PRODUCTS |
| | WITH STATEWIDE APPROVAL ARE REQUIRED TO |
| | BE SUBMITTED WITH A COVER SHEET THAT |
| | LISTS THE PRODUCT IDENTITY NUMBER FROM |
| | THE STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. |
| | |
| | PLEASE SUBMIT TWO (2) COPIES OF PRODUCT |
| | INFORMATION AS REQUIRED. |
| | SUBMIT (2) COPIES OF PRODUCT APPROVALS |
| | FOR THE FOLLOWING: |
| | - 8' WIDE GARAGE DOORS |
| | - ROOFING MATERIAL |
| | - LOUVERED DOOR @ ENTRY (#101) |
| | - SIDE SWING DOOR TO GARAGE (#123) |
| | - STRUCTURAL WINDOW MULLIONS |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
| | |
| | |
