| Date |
Text |
| 2004-04-06 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT# 04030038 |
| | ADD: 315 WENONAH PLACE |
| | CONT: KOMAKO CONSTRUCTION |
| | TEL: (305)332-7174 |
| | |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) NOTICE OF COMMENCEMENT REQUIRED BE- |
| | FORE ISSUANCE OF PERMIT. |
| | |
| | 2) PLANS, SPECIFICATIONS, REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT: |
| | FL STATE STAT: 61G15.23.002 ENGINEERS |
| | FL STATE STAT: 61G16.003 ARCHITECTS |
| | ARCHITECT BUSINESS LICENSE- DELINQENT |
| | 3) 1804.2.2 QUESTIONABLE SOILS, WHERE |
| | THE MINIMUM SAFE BEARING CAPACITY IS |
| | NOT KNOWN OR IS QUESTION, SUBMIT REPORT |
| | BY TRIANGLE TESTING LAB. |
| | |
| | 4) BEFORE A PERMIT TO CONSTRUCT, OR |
| | ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT SET |
| | OF PLANS MUST BE STAMPED BY THAT OFFICE, |
| | AND A COPY OF THE PAID RECEIPT ATTACHED |
| | TO THE PERMIT APPLICATION. PLEASE CALL |
| | (561)233-5025 FOR MORE INFORMATION. |
| | |
| | 5) PLANS DO NOT SHOW TOWNHOUSES SEPERA- |
| | TION, SEE 704.4.1 INDICATE COMPLIANCE |
| | WITH SUBSECTIONS 1-3. TOWNHOUSES NOT |
| | MORE THAN 3 STORIES IN HEIGHT MAY BE |
| | SEPERATION BY A SINGLE WALL MEETING THE |
| | SUB-REQUIREMENTS 1-3. |
| | |
| | 6) EGRESS WINDOWS (2ND FLOOR) PROVIDE |
| | THE MANUFACTURERS CUT SHEETS WITH |
| | NET CLEAR OPENING SIZES MINIMUM OF |
| | 5.7 SQ FT. |
| | |
| | 7) FBC 1005.4.5 (GLITCH AMENDMENT) |
| | JULY1,2003 REQUIRES AT LEAST ONE MEANS |
| | OF ESCAPE FROM A DWELLING WHEN SHUTTERED |
| | FOR IMPACT PROTECTION. THE MEANS OF |
| | ESCAPE SHALL BE WITHIN THE FIRST FLOOR |
| | OF THE DWELLING & CAN NOT BE LOCATED IN |
| | A GARAGE. OCCUPANTS IN ANY PART OF THE |
| | DWELLING SHALL HAVE ACCESS TO IT WITHOUT |
| | HAVING TO PASS THROUGH A LOCK ABLE DOOR |
| | NOT UNDER THEIR CONTROL. INDICATE HOW |
| | COMPLIANCE WILL BE ACHEIVED. |
| | |
| | 8) PROVIDE INFORMATION ALSO IN REGUARDS |
| | TO 2ND STORY WINDOWS. EITHER LARGE |
| | MISSLE IMPACT RESISTANT OR STORM SHUT- |
| | TERS THAT CAN BE INSTALLED ON THE EXTER- |
| | IOR BUT THROUGH THE WINDOW OPENING.NOTE |
| | NO GARAGE FOR THE STORAGE OF LADDERS! |
| | |
| | 9) 1606.1.7 FL BLDG CODE THE FOLLOWING |
| | INFORMATION IS REQUIRED RELATED TO WIND |
| | SHALL BE SHOWN ON THE CONSTRUCTION |
| | DRAWINGS, |
| | A) BASIC WIND SPEED |
| | B) WIND IMPORTANCE FACTOR & BUILDING |
| | CATEGORY |
| | C) WIND EXPOSURE |
| | D) INTERNAL PRESSURE COEFFICIENT |
| | E) COMPONENTS AND CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | INDICATE POS/ NEG WALL/ OPENING |
| | PRESSURES, INTERIOR AND END ZONES. |
| | |
| | 10) FL BLDG CODE 1606.1.5 COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES OF PRODUCT |
| | TESTING REPORTS, MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS FIXED AND OPERATABLE |
| | B) EXTERIOR DOORS SWING AND SLIDING |
| | C) MULLIONS IF ANY |
| | D) STORM SHUTTERS |
| | E) ROOF ASSEMBLY |
| | F) TRUSS ANCHORS CONCRETE/ WOOD/ WOOD |
| | |
| | 11) IF WINDOWS ARE NOT LARGE MISSLE |
| | RESISTANT, THEN STORM SHUTTERS WIL BE |
| | REQUIRED. 2ND STORY WINDOWS SHALL RE- |
| | QUIRE SHUTTERS THAT CAN BE INSTALLED |
| | WITHOUT USE OF A LADDER! |
| | |
| | 12) PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS & MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING.FBC 1606.1.4 |
| | |
| | 13) TABLE 600 UNITS 1-5 10'-20' ALLOW- |
| | ABLE OPENING AREA (40%) IS 69.31 SQ FT, |
| | UNITS 6-11 20'-30' ALOWABLE OPENING AREA |
| | IS 103.96 SQ FT. THE ACTUAL AREA OF OPEN |
| | ING FOR THE 2 SLIDERS IS 112SQ FT. THE |
| | TOTAL WALL AREA FOR THE FIRST FLOOR IS |
| | 173.28 SQ FT. |
| | |
| | 14) CORRECT SHEET A-3, A-4 SECTIONS |
| | 2510.5,2510.5.11,& 2510.1.2.DELETE |
| | THESE NOTES WE ARE NOT LOCATED IN A |
| | HIGH VELOCITY HURRICANE ZONE! |
| | |
| | 15)A-3, A-4, WINDERS, 1007.8.1: |
| | WINDERS SHALL HAVE A MINIMUM TREAD DEPTH |
| | OF 6" AT THE NARROWEST 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 COM- |
| | PONENT IN A MEANS OF EGRESS WITHIN A |
| | DWELLING UNIT. |
| | |
| | 15) A-5 STAIRWAY/ GUARDRAIL TO CONFORM |
| | WITH 1015.3 (1) A 6" SPHERE SHALL NOT BE |
| | ABLE TO PASS THROUGH THE TRIANGULAR |
| | OPENING FORMED BY THE TREAD,RISER AND |
| | THE BOTTOM RAIL OF THE GUARDRAIL! |
| | |
| | 16) 2305.2.2 FLOOR/ CEILING ASSEMBLIES/ |
| | IN SINGLE FAMILY DWELLINGS FLOOR-CEILING |
| | ASSEMBLIES SEPERATING USABLE SPACE INTO |
| | 2 OR MORE APPROXIMATE AREAS WITH NO AREA |
| | GREATER THAN 500 SQ FT. DRAFTSTOPING |
| | SHALL BE PROVIDED PARALLEL TO THE MAIN |
| | FRAMING MEMBERS. |
| | |
| | 17) SHEET S-4: |
| | A) PROVIDE NAILING FOR ROOF SEE TABLE |
| | 2306.1 PALM BEACH COUNTY AMENDMENTS. |
| | B) ROOF PLAN INDICATES THIS TO BE LOCAT |
| | ED IN A COASTAL ZONE, IN ACTUALLITY IT |
| | IS A "B" ZONE. IF CALCULATED ASA "C" |
| | THEN ALL WALL, ROOF AND OPENING PRES- |
| | SURES TO BE CALCULATED WITH THIS FACTOR. |
| | C) PROVIDE MEAN ROOF HEIGHT? |
| | |
| | 18) S-5 PLANS INDICATE THE FOUNDATION |
| | TO BE RECESSED IN THE EARTH 8", 1804.1.3 |
| | THE BOTTOM OF THE FOUNDATION SHALL |
| | EXTEND NO LESS THAN 12" BELOW FINISH |
| | GRADE. |
| | |
| | 19) 1909.3 CONCRETE SLABS ON GRADE |
| | CONTAINING 6X6/10/10 WELDED WIRE REIN- |
| | FORCMENT FABRIC LOCATED IN THE MIDDLE TO |
| | THE UPPER 1/3RD OF THE SLAB SHALL BE |
| | SUPPORTED BY APPROVED MATERIALS OR SUP- |
| | PORTS AT SPACING NOT TO EXCEED 3 FT OR |
| | IN ACCORDANCE WITH MANUFACTURERS SPEC. |
| | |
| | 20) 2309.6 ATTIC ACCESS, PROVIDE ATTIC |
| | ACCESS 20'X36". |
| | |
| | 21) PROVIDE INFORMATION FOR VENTILATION |
| | OF ATTIC SPACE 2309.7 THE TOTAL NET FREE |
| | VENTILATING AREA TO THE AREA OF THE CEIL |
| | ING SHALL NOT BE LESS THAN 1/150. |
| | |
| | 22) THROUGH OUT THE PLANS CODE ARTICLES |
| | ARE MENTIONED TO COMPLY WITH, |
| | 104.2.1 WEST PALM BEACH ADMINISTRATIVE |
| | CODE, INFORMATION SHALL BE SPECIFIC, AND |
| | THE TECHNICAL CODES SHALL NOT BE CITED |
| | AS A WHOLE OR IN PART, NOR SHALL THE |
| | TERM "LEGAL" OR ITS EQUIVANT BE USED AS |
| | A SUBSTITUTE FOR SPECIFIC INFORMATION. |
| | BUILDING PLAN REVIW |
| | JIM WITMER |
| | (561)805-6715 |
