| Date |
Text |
| 2002-11-26 00:00:00 | BUILDING 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)FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 4) THREE STORY R-3 TYPE V STRUCTURE IS |
| | REQUIRED TO BE FIRE SPRINKLED OR BE ONE |
| | HOUR FIRE PROTECTED. SEE FBC TABLES 500 |
| | AND 600. |
| | |
| | 5) SPECIFY LOCATIONS AND MATERIALS USED |
| | FOR DRAFTSTOPPING AT THE FLOOR/CEILING |
| | ASSEMBLIES. SEE FBC 2305.2.2 |
| | |
| | 6) SPECIFY FIREBLOCKING AS REQUIRED IN |
| | CONCEALED SPACES. SEE FBC 705.3.1 AND |
| | 2305.1. |
| | |
| | 7) REVISE NOTES ON SHEET A1 UNDER |
| | SECURITY & FORCED ENTRY PREVATION THAT |
| | REFERENCE THE SFBC. THE CURRENT CODE IS |
| | THE FLORIDA BUILDING CODE. |
| | |
| | 8) THE STRUCTURE IS LOCATED IN AN "A5" |
| | FLOOD ZONE AN ELEVATION CERTIFICATE WILL |
| | BE REQUIRED. INDICATE THE PROPOSED |
| | FINISHED FLOOR ELEVATION. THE MINIMUM |
| | ELEVATION IS 7.5 FEET. |
| | |
| | 9) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | PROVIDE SOIL TEST REOPRT FROM SOILS |
| | ENGINEER. SOIL MUST HAVE A BEARING |
| | CAPACITY OF 3000 PSF PER PLANS. |
| | |
| | 10)FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | SAFETY GLASS IS REQUIRED WITHIN THREE |
| | FEET HORIZONTALLY OF A TUB OR SHOWER. |
| | |
| | 11) PROVIDE AT LEAST ONE BATHROOM ON THE |
| | GROUND FLOOR WITH A DOOR THAT HAS A 29" |
| | CLEAR OPENING. SEE FBC 11-11. MUST BE |
| | FULL BATH, UNLESS ONLY A HALF BATH IS |
| | PROVIDE AT GRADE LEVEL. |
| | |
| | 12) PROVIDE DETAILS OF STAIRS. SHOW |
| | COMPLIANCE WITH FBC 1007.3 EXCEPTION (1) |
| | WHICH REQUIRES THE SUM OF 2 RISERS AND A |
| | TREAD (EXCLUSIVE OF THE NOSING) TO BE |
| | NOT LESS THAN 24" NOR MORE THAN 25". |
| | SPECIFY HANDRAILS AS REQUIRED BY FBC |
| | 1007.5 AND INDICATE HANDRAIL DIMENSIONS |
| | THAT COMPLY WITH 1007.5.3. |
| | |
| | 13)1007.8.1 WINDERS SHALL HAVE A |
| | MINIMUM TREAD DEPTH OF 6" AT THE NARROW- |
| | EST EDGE & SHALL HAVE A MINIMUM TREAD |
| | DEPTH OF 11" AT A POINT 12" FROM THE |
| | NARROW EDGE. WINDERS SHALL BE PERMITTED |
| | TO BE USED AS A COMPONENT IN MEANS OF |
| | EGRESS WITHIN A DWELLING UNIT. |
| | |
| | 14) FBC 2305.1.4 REQUIRES FIREBLOCKING |
| | AT CONCEALED SPACES BETWEEN STAIR |
| | STRINGERS AT THE TOP AND BOTTOM OF RUNS. |
| | INDICATE THE LOCATIONS AND MATERIALS TO |
| | BE USED. |
| | |
| | 15) ON SHEET A2 THE STAIR INFORMATION |
| | GIVEN FOR THE GROUND FLOOR AND SECOND |
| | FLOOR APPEARS TO BE REVERSED. PLEASE |
| | CORRECT. |
| | |
| | 16) PROVIDE STRUCTURAL DETAILS FOR THE |
| | ALUMINUM CANOPY OR APPLY UNDER SEPARATE |
| | PERMIT. INDICATE DIMENSIONS, ATTACHMENT |
| | DETAILS, FASTENERS, ENGINEERING, |
| | WINDLOADS, ETC. |
| | |
| | 17)2001 FL BLD CODE, 1005.4: |
| | PROVIDE EMERGENCY EGRESS WINDOWS IN |
| | SLEEPING ROOMS WITH A MINIMUM NET CLEAR |
| | OPENING HEIGHT OF 24" AND NET CLEAR |
| | OPENING WIDTH OF 20" AND A NET CLEAR |
| | OPENING AREA OF 5.7 SQ.FT. GROUND FLOOR |
| | OPENINGS ARE PERMITTED TO HAVE A NET |
| | CLEAR OPENING OF 5.0 SQ. FT. SILL HEIGHT |
| | SHALL NOT BE MORE THAN 44 " ABOVE THE |
| | FINISH FLOOR. WINDOWS IN BEDROOM 1 DOES |
| | NOT COMPLY WITH NET CLEAR OPENING HEIGHT |
| | |
| | 18) PROVIDE MANUFACTURER'S SPECS. AND |
| | LISTING INFORMATION FOR THE PRE-FAB FIRE |
| | PLACE. |
| | |
| | 19) PROVIDE STRUCTURAL DETAILS AND |
| | ENGINEERING FOR THE GLASS AND ALUMINUM |
| | BALCONY GUARDRAILS. INDICATE ATTACHMENTS |
| | AT WALLS AND FLOOR, FASTENERS, ETC. |
| | |
| | 20) GLASS USED FOR GUARDRAILS SHALL |
| | COMPLY WITH FBC 2405.5. |
| | |
| | 21) GUTTERS AND LEADERS SHALL BE SIZED |
| | AND DISCHARGED IN ACCORDANCE WITH FBC |
| | PLUMBING CODE PER 1503.4.3. |
| | |
| | 22) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 23) SPECIFY TERMITE PROTECTION PER FBC |
| | 1816.1. |
| | |
| | 24) FL BLDG 1909.3 (EXEPTION# 2) |
| | CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| | W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| | FABRIC LOCATED IN THE MIDDLE TO THE |
| | UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| | PORTED BY APPROVED MATERIALS OR SUPPORTS |
| | AT SPACING NOT TO EXCEED 3 FT OR IN |
| | ACCORDANCE WITH MANUFACTURER'S SPEC. |
| | SPECIFY ON PLANS. |
| | |
| | 25) 1707.4.4.2 WHERE BUCK THICKNESS IS |
| | LESS THAN 1-1/2" WINDOW AND DOOR SHALL |
| | BE ANCHORED THROUGH THE BUCK DIRECTLY TO |
| | THE SUBSTRATE. REVISE BUCK DETAILS. |
| | |
| | 26) PROVIDE HURRICANE ANCHOR SCHEDULE & |
| | INDICATE THE LOADS TO BE RESISTED. |
| | |
| | 27) INDICATE CONNECTIONS FOR WOOD |
| | GIRDERS AT WALLS, COLUMNS, ETC. |
| | |
| | 28) PROVIDE STRUCTURAL DETAIL FOR |
| | PARAPET WALLS. |
| | |
| | 29) PROVIDE STRUCTURAL DETAILS FOR THE |
| | CONCRETE BALCONIES. INDICATE SIZES, |
| | SPACING OF STEEL REINFORCEMENT, ETC. |
| | |
| | 30) THE FOOTING AND COLUMN SCHEDULES DO |
| | NOT CORRESPOND WITH THE I.D. TAGS GIVEN |
| | ON THE PLANS. |
| | |
| | 31) PROVIDE DETAILS OF THE STEEL COLUMNS |
| | INDICATE ATTACHMENTS AT TOP AND BOTTOM |
| | OF COLUMNS, FASTNERS ETC. |
| | |
| | 32) SPECIFY THE TIE BEAMS SIZE, STEEL |
| | REINFORCEMENT, ETC. AT EACH FLOOR. |
| | |
| | 34) PROVIDE A DETAIL INDICATING THE |
| | FRAMING THAT WILL BE USED TO SUPPORT THE |
| | FLOOR AND CARRY THE CEILING AT THE WALLS |
| | THAT PARALLEL THE FLOOR/CEILING JOISTS. |
| | |
| | 35) SPECIFY THE EMBEDDMENT DEPTH OF THE |
| | WEDGE ANCHORS AT THE 2X8 LEDGER AT THE |
| | WALL SECTION ON A5. |
| | |
| | 36) REVISE GENERAL NOTE A ON 5.3 TO |
| | REFERENCE THE FBC. |
| | |
| | 37) SHEET A3 SHOWS A WOOD DECK OVER A |
| | CONCRETE SLAB AND S2 SHOWS WOOD TRUSSES |
| | IN THE SAME AREA. PLEASE CLARIFY. |
| | INDICATE HOW THIS AREA WILL BE MADE |
| | WATER TIGHT, HOW DECK WILL BE FASTENED |
| | TO CONCRETE, ETC. |
| | |
| | 38) THE SQUARE FEET OF CONDITION AREA |
| | IS DIFFERENT FROM THE A/C AREA LISTED ON |
| | THE PLANS. PLEASE CLARIFY. |
| | |
| | 39) SPECIFY THE AMOUNT OF ROOF SLOPE ON |
| | THE PLANS. SEE FBC 1508.3.1 FOR REQUIRED |
| | MINIMUM FOR BUILT UP ROOFING. |
| | |
| | 40)REVIEW THE EAST WALL OF THE STRUCTURE |
| | FOR SHEAR WALL REQUIREMENTS AND PROVIDE |
| | CALCULATIONS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
