| Date |
Text |
| 2003-12-11 00:00:00 | DENIED |
| | |
| | 1) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3) PLANS ARE REQUIRED TO BE SIGNED, |
| | SEALED AND DATED BY THE DESIGNER OF |
| | RECORD. |
| | |
| | 4) INDICATE IN THE DESIGN INFORMATION ON |
| | A-3 THAT STRUCTURE IS DESIGNED AS |
| | ENCLOSED. |
| | |
| | 5) SPECIFY THE REQUIRED BEARING CAPACITY |
| | OF THE SOIL ON THE PLANS. |
| | |
| | 6) SUBMIT A SUB-SURFACE SOIL BEARING |
| | TEST REPORT AS REQUIRED BY FBC 1804.2.2. |
| | |
| | 7) SPECIFY THE FINISH FLOOR ELEVATION ON |
| | THE PLANS. THE STRUCTURE IS LOCATED IN |
| | AN A5 FLOOD ZONE. A MINIMUM ELEVATION OF |
| | 7'- 6" IS REQUIRED. AN ELEVATION |
| | CERTIFICATE WILL BE REQUIRED FOR C.O. |
| | |
| | 8)PRODUCT APPROVALS SUBMITTED FOR PERMIT |
| | APPLICATIONS 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. SEE |
| | ATTACHMENT. SUBMIT PRODUCT APPROVALS FOR |
| | WINDOWS, DOORS, ROOFING, ETC. |
| | |
| | 9) SUBMIT A SURVEY AND SITE PLAN FOR |
| | DETERMINING SETBACK REQUIREMENTS AND |
| | FBC TABLE 600. |
| | |
| | 10) THE WORD WIDTH IS MISSING FROM THE |
| | NET CLEAR OPENING FOR THE EGRESS WINDOWS |
| | ON A-3. |
| | |
| | 11) SPECIFY THE SIZES OF THE ATTIC |
| | ACCESSES ON A3 AND A4. |
| | |
| | 12) SPECIFY THE WINDOW TYPES ON THE |
| | PLANS (I.E. SINGLE HUNG, FIXED, CASEMENT |
| | ETC.). |
| | |
| | 13) THERE ARE ALOT OF ERRORS IN THE |
| | WINDOW LEGEND AND ON THE PLANS. THE |
| | SIZES & WINDOW TYPES, DO NOT CORRESPOND |
| | TO ELEVATIONS. PLEASE CORRECT. |
| | |
| | 14) DIMENSION FROM FRONT OF STRUCTURE TO |
| | FRONT OF COVERED ENTRY IS NOT GIVEN. |
| | PROVIDE EXTERIOR WALL DIMENSIONS ON THE |
| | FLOOR PLAN. |
| | |
| | 15) PROVIDE OVERALL DIMENSIONS FOR THE |
| | WALL SECTIONS ON S1 AND S2. |
| | |
| | 16) SUBMIT UL LISTING INFORMATION FOR |
| | THE BBQ GRILL ON LANAI. |
| | |
| | 17) PROVIDE AN EGRESS WINDOW AT THE |
| | STUDY OR SPECIFY ON THE PLAN THAT THIS |
| | ROOM WILL NOT BE USED FOR SLEEPING |
| | PURPOSES. |
| | |
| | 18) INDICATE ON THE PLANS THAT TEMPERED |
| | GLASS IS REQUIRED IN BATHROOM WINDOWS IF |
| | SILL HEIGHT IS LESS THAN 60" ABOVE |
| | STANDING AREA PER FBC 2405.2.1. (IMPACT |
| | RESISTANT GLASS IS ACCEPTABLE) |
| | |
| | 19) THE SECOND FLOOR BEDROOMS ARE |
| | REQUIRED TO COMPLY WITH FBC 1005.4 FOR |
| | EGRESS WINDOWS. (5.7 SQFT CLEAR OPENING |
| | AREA IS REQUIRED) |
| | |
| | 20) INDICATE THE TOP OF BEAM ELEVATIONS |
| | ON SHEETS S1 AND S2. |
| | |
| | 21) CORRECT FOOTING SIZE FOR FOOTING AT |
| | LIVING ROOM ON S1 THAT IS GIVEN AS 22"X |
| | 42". |
| | |
| | 22) SPECIFY THE SLAB THICKNESS, WIRE |
| | REINFORCEMENT SUPPORTED PER FBC 1909.3, |
| | VAPOR BARRIER AND TERMITE TREATED SOIL. |
| | |
| | 23) INDICATE THAT TIE BEAM IS FOR THE |
| | SECOND FLOOR IS 8"X 12" EXCEPT AT |
| | OPENINGS. |
| | |
| | 24) SUBMIT SIGNED AND SEALED ENGINEERING |
| | FOR THE HAMBRO FLOOR SYSTEM. |
| | |
| | 25) SUBMIT MORE COMPLETE DETAILS FOR THE |
| | WOOD FRAME TOWER. SPECIFY DIMENSIONS, |
| | FRAMING DETAILS, CONNECTORS, EXTERIOR |
| | FINISH, FIRE BLOCKING, ETC. |
| | |
| | 26) PLEASE REVISE THE TRUSS ANCHOR |
| | SCHEDULE S4 AND S5. THERE IS NO USP |
| | RTPGA836 CONNECTOR LISTED IN THE 2003 |
| | USP CATALOG OR ON THE STATE PRODUCT |
| | APPROVAL LISTING. USE VALUES THAT DO NOT |
| | INCLUDE A ONE THIRD INCREASE IN THE |
| | STEEL CALCULATIONS PER FBC 1609.4.3. |
| | REVIEW THE UPLIFT CAPACITY FOR THE A6 |
| | CONNECTOR IN THE SCHEDULE. DUE TO THE |
| | PROXIMITY OF THE THREE STRAPS, THE |
| | UPLIFT CAPACITIES ARE REDUCED BECAUSE |
| | OF OVERLAPPING CONE PULLOUTS OF THE |
| | CONCRETE BEAMS. REMOVE THE REFERENCE TO |
| | SEMCO AND HUGHES FROM THE SCHEDULES AS |
| | THEY NO LONGER EXIST. |
| | |
| | 27) PROVIDE AN ID TAG ON S4 FOR THE |
| | LEDGER THAT TIES IT TO THE DETAIL ON D2. |
| | THE UPLIFT FOR ONE OF THE GIRDERS IS |
| | 2100# WHICH EXCEEDS THE UPLIFT CAPACITY |
| | OF THE HUS28 HANGER. PLEASE CORRECT. |
| | |
| | 28) PUT THE NOTE THAT CLARIFIES THE |
| | DETAIL "O" AND "Q" ON SHEET S5 WHERE |
| | THESE CONNECTORS ARE SPECIFIED. |
| | |
| | 29) REVISE THE ROOFING NAIL TYPE THAT IS |
| | SPECIFIED ON D1. FOR A MEAN ROOF HEIGHT |
| | GREATER THAN 25' USE 8D RING-SHANK NAILS |
| | IN ZONE 3 AS REQUIRED BY THE CITY OF WPB |
| | AMENDMENTS TO FBC TABLE 2306.1. |
| | |
| | 30) PROVIDE INTERIOR WALL DETAILS. |
| | |
| | 31) SPECIFY FIRE BLOCKING ON THE WALL |
| | SECTIONS ON D1 AND THE TOWER DETAIL ON |
| | D2. |
| | |
| | 32) THE 2 STORY WALL SECTION ON D1 SHOWS |
| | PRECAST LINTELS AT OPENINGS AND THE |
| | REST OF THE PLANS INDICATE POURED BEAMS. |
| | PLEASE REVISE. |
| | |
| | 33) CLARIFY THE (2) 16" DIMENSIONS THAT |
| | ARE SHOWN AT THE FOOTER ON THE 2 STORY |
| | DETAIL ON D1. |
| | |
| | 34) PROVIDE ADDITIONAL DETAILS FOR THE |
| | CIRCULAR STAIRS. SPECIFY THE WIDTH OF |
| | THE STAIRS, HANDRAILS 34"- 38" ABOVE THE |
| | LEADING EDGE OF TREADS PER FBC 1007.5, |
| | GUARDRAILS WITH INTERMEDIATE RAILS PER |
| | FBC 1015 AND SHOW COMPLIANCE WITH FBC |
| | 1007.8.3 FOR MINIMUM TREAD DEPTHS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
