| Date |
Text |
| 2006-10-05 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 06090243 |
| | ADD: 5312 BROADWAY |
| | CONT: 3-D HOMES, INC |
| | TEL: (561)662-9327 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | EX FL BLD CODE= 2004 EXISTING BUILDING |
| | CODE |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | 2) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT BEFORE A |
| | PERMIT WILL BE ISSUED. NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS |
| | NOT ACTUALLY COMMENCED |
| | WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. |
| | |
| | 3) HOLDS ON PROPERTY: |
| | SEE ATTACHMENTHOLDS ON PROPERTY, WORKING |
| | |
| | WIWTHOUT PERMIT & CHANGE IN OCCUPANCY!!! |
| | |
| | 4) PLEASE CHANGE THE SCOPE OF WORK ON |
| | THE PERMIT APPLICATION UNDER DESCRIPTION |
| | OF WORK FOR THIS PROJECT TO REFLECT THE |
| | WORK COMPLETED WITHOUT BENEFIT OF A |
| | PERMIT AND FOR CHANGE OF OCCUPANCY ALSO |
| | REQUIRING A PERMIT.105.1*/306 EX FL BLD |
| | CODE. |
| | 3401.1 SCOPE. |
| | ALTERATION, REPAIR, ADDITION, RELOCATION |
| | AND CHANGE OF OCCUPANCY OF EXISTING |
| | STRUCTURES AND BUILDINGS SHALL COMPLY |
| | WITH THE PROVISIONS OF THE 2004 FLORIDA |
| | EXISTING BUILDING CODE . |
| | 1001.4 ALTERATIONS. |
| | A BUILDING SHALL NOT HEREAFTER BE |
| | ALTERED TO REDUCE THE CAPACITY OF THE |
| | MEANS OF EGRESS TO LESS THAN REQUIRED BY |
| | THIS CHAPTER NOR SHALL ANY CHANGE OF |
| | OCCUPANCY BE MADE IN ANY BUILDING UNLESS |
| | SUCH BUILDING CONFORMS WITH THE |
| | REQUIREMENTS OF THIS CHAPTER |
| | 13-101.3.2 BUILDINGS HAVING A CHANGE OF |
| | OCCUPANCY THAT WERE PERMITTED AFTER |
| | MARCH 15, 1979, SHALL COMPLY WITH THE |
| | REQUIREMENTS OF SUBCHAPTER 13-4 FOR |
| | COMMERCIAL APPLICATIONS AND |
| | MULTIPLE-FAMILY RESIDENTIAL BUILDINGS |
| | GREATER THAN THREE STORIES. |
| | THIS REVIEW WILL TAKE PLACE USING THE |
| | 2004 EXISTING BUILDING CODE & THE 2004 |
| | FL BUILDING CODE. THE LEVEL OF |
| | ALTERATIONS WILL BE CONSIDERED A LEVEL |
| | II ALTERATION. |
| | |
| | 5) BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | 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. |
| | |
| | 6) NEW INFORMATION FROM THE |
| | ARCHITECTURAL BOARD ABOUT DRAFTING FIRMS |
| | |
| | WORKING UNDER THE LICENSE OF A DESIGN PROFESSIONAL. |
| | PLEASE SEE FL S S 481.229 |
| | AND THE ELECTRICAL COMMENT# 2. |
| | |
| | 7) 110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION |
| | THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | D) THE DESIGN OCCUPANT LOAD, SEE 1004. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS |
| | PROVIDED, WHETHER THE SPRINKLER SYSTEM |
| | IS REQUIRED. |
| | F) ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT. |
| | G) NUMBER OF FLOORS |
| | H) NUMBER OF ROOMS |
| | I) SQ. FT. LIV SPACE/ FL |
| | J) SQ. FT. FOOTPRINT |
| | K) SQ. FT. UNDER ROOF (TOTAL) |
| | |
| | 8) AT THIS TIME NOT KNOWING IF THIS |
| | BUILDING HAS AUTOMATIC FIRE SPRINKLERS |
| | THE SECOND FLOOR WILL REQUIRE AREAS OF |
| | RESCUE ASSISTANCE. 105.1*, CHANGE OF |
| | OCCUPANCY INVOKES 11-4.1.6 ACCESSIBLE |
| | BUILDINGS: ALTERATIONS, |
| | (1)(B) IF EXISTING ELEMENTS, SPACES, OR |
| | COMMON AREAS ARE ALTERED, THEN EACH SUCH |
| | ALTERED ELEMENT, SPACE, FEATURE, OR AREA |
| | SHALL COMPLY WITH THE APPLICABLE |
| | PROVISIONS OF 11-4.1.1 T0 11-4.1.1 |
| | MINIMUM REQUIREMENTS FOR NEW |
| | CONSTRUCTION. |
| | 11-4.1.3(9)IN BUILDINGS OR |
| | FACILITIES, OR PORTIONS OF BUILDINGS OR FACILITIES, |
| | REQUIRED TO BE ACCESSIBLE, |
| | ACCESSIBLE MEANS OF EGRESS SHALL BE |
| | PROVIDED IN THE SAME NUMBER AS REQUIRED |
| | FOR EXITS BY LOCAL BUILDING/LIFE SAFETY REGULATIONS. |
| | WHERE A REQUIRED EXIT FROM |
| | AN OCCUPIABLE LEVEL ABOVE OR BELOW A |
| | LEVEL OF ACCESSIBLE EXIT DISCHARGE IS |
| | NOT ACCESSIBLE, AN AREA OF RESCUE |
| | ASSISTANCE SHALL BE PROVIDED ON EACH |
| | SUCH LEVEL (IN A NUMBER EQUAL TO THAT OF INACCESSIBLE |
| | REQUIRED EXITS). AREAS OF |
| | RESCUE ASSISTANCE SHALL COMPLY WITH |
| | SECTION 11-4.3.11 . A HORIZONTAL EXIT, |
| | MEETING THE REQUIREMENTS OF LOCAL |
| | BUILDING/LIFE SAFETY REGULATIONS, SHALL |
| | SATISFY THE REQUIREMENT FOR AN AREA OF |
| | RESCUE ASSISTANCE. |
| | 11-4.3.11.1 AREA OF RECUE ASSISTANCE |
| | LOCATION AND CONSTRUCTION SHALL MEET ALL |
| | THE REQUIREMENTS OF THIS SECTION, |
| | 11-4.3.11 (1)-(5). |
| | |
| | 9) THE NEW MENS RESTROOM LOCATED ON |
| | SHEET ONE DOESN,T MEET THE REQUIREMENTS |
| | OF 11-4.17.3. |
| | |
| | 10) PROVIDE A LIFE SAFETY PLAN FOR THE |
| | FIRST AND SECOND FLOORS. PROVIDE AN |
| | OCCUPANT LOAD FIRST AND SECOND FLOORS |
| | AND CAPACITY FOR EACH OF THE DOORWAYS |
| | STAIRS AND EXITS. ALSO INDICATE EXIT |
| | SIGNS AND DIRECTIONALS ON PLANS. 1023.1 |
| | |
| | 11) THE SHEET# 1 INDICATES FIRST FLOOR |
| | A CLOSET AT THE REAR OF THE CHURCH WITH |
| | A PAIR OF 3'-0" DOORS THE CORIDOR WITH |
| | IS 4'-6" OR 54" WIDE. THE DOORS TO THIS |
| | CLOSET BEING 36" LEAVING A CLEAR WITH OF |
| | 18". THE MINIMUM CLEAR WITH WIDTH |
| | REQUIRED IS 22" WITH AN OCCUPANT LOAD . |
| | 50. |
| | 1008.1.8.8 |
| | DURING ITS SWING, ANY DOOR IN A MEANS OF |
| | EGRESS SHALL LEAVE UNOBSTRUCTED AT LEAST |
| | ONE HALF OF THE REQUIRED WIDTH OF AN |
| | AISLE, CORRIDOR, PASSAGEWAY, OR LANDING, |
| | NOR PROJECT MORE THAN 7 INCHES (178 MM) |
| | INTO THE REQUIRED WIDTH OF AN AISLE, |
| | CORRIDOR, PASSAGEWAY OR LANDING, WHEN |
| | FULLY OPEN. |
| | |
| | 12) SHEET# 1 LOWER LEFT CORNER OF PLAN, |
| | THE HALLWAYS LEAD TO A PAIR OF 2 2'-6 |
| | DOORS, IT APPEARS THE CORRIDOR IS LESS |
| | THAN 44" WIDE.1016.2. |
| | |
| | 13) SHEET# 1 LOWER LEFT CORNER OF THE |
| | PLAN DOUBLE DOORS : |
| | 11-4.13.4 DOUBLE-LEAF DOORWAYS. |
| | IF DOORWAYS HAVE TWO INDEPENDENTLY |
| | OPERATED DOOR LEAVES, THEN AT LEAST ONE |
| | LEAF SHALL MEET THE SPECIFICATIONS IN |
| | SECTION 11-4.13.5 AND SECTION 11-4.13.6 |
| | . THAT LEAF SHALL BE AN ACTIVE LEAF. |
| | 11-4.13.5 CLEAR WIDTH. |
| | DOORWAYS SHALL HAVE A MINIMUM CLEAR |
| | OPENING OF 32 INCHES (813 MM) WITH THE |
| | DOOR OPEN 90 DEGREES, MEASURED BETWEEN |
| | THE FACE OF THE DOOR AND THE OPPOSITE |
| | STOP [SEE FIGURE 11-24 (A), FIGURE 11-24 |
| | (B), FIGURE 11-24 (C), AND FIGURE 11-24 |
| | (D)]. |
| | |
| | 14) SHEET# 1 LOWER LEFT CORNER THE PAIR |
| | OF DOORS LABELED # 4 TO THE EXTERIOR |
| | BLOCK THE 2ND STORY EXIT STAIRS AS |
| | INDICATED.THE PLANS INDICATE NEW DOORS, |
| | WHAT IS THE CHANGE IN FLOOR ELEVATION TO |
| | THE EXTERIOR? |
| | |
| | 15) SHEET# 1 FRONT ENTRY DOOR SWINGS THE |
| | WRONG WAY, 1008.1.2DOORS SHALL SWING |
| | IN THE DIRECTION OF EGRESS TRAVEL WHERE |
| | SERVING AN OCCUPANT LOAD OF 50. |
| | |
| | 16) STAGES AND PLATFORMS |
| | 410.3.1 STAGE CONSTRUCTION. |
| | STAGES SHALL BE CONSTRUCTED OF MATERIALS |
| | AS REQUIRED FOR FLOORS FOR THE TYPE OF CONSTRUCTION OF |
| | THE BUILDING IN WHICH |
| | SUCH STAGES ARE LOCATED. |
| | EXCEPTIONS: |
| | 1.STAGES OF TYPE IIB OR IV |
| | CONSTRUCTION WITH A NOMINAL 2-INCH (51 |
| | MM) WOOD DECK, PROVIDED THAT THE STAGE |
| | IS SEPARATED FROM OTHER AREAS IN |
| | ACCORDANCE WITH SECTION 410.3.4 . |
| | 2.IN BUILDINGS OF TYPE IIA, IIIA |
| | AND VA CONSTRUCTION, A |
| | FIRE-RESISTANCE-RATED FLOOR IS NOT |
| | REQUIRED, PROVIDED THE SPACE BELOW THE |
| | STAGE IS EQUIPPED WITH AN AUTOMATIC FIRE-EXTINGUISHING |
| | SYSTEM IN ACCORDANCE |
| | WITH SECTION 903 OR 904. |
| | 3.IN ALL TYPES OF CONSTRUCTION, THE |
| | FINISHED FLOOR SHALL BE CONSTRUCTED OF |
| | WOOD OR APPROVED NONCOMBUSTIBLE |
| | MATERIALS. OPENINGS THROUGH STAGE FLOORS |
| | SHALL BE EQUIPPED WITH TIGHT-FITTING, |
| | SOLID WOOD TRAP DOORS WITH APPROVED |
| | SAFETY LOCKS. |
| | PROVIDE CLARITY AND COMPLIANCE WITH |
| | THESE SECTIONS OF THE CODE. |
| | |
| | 17A) SHEET# 1 EAST SIDE OF THE BUILDING |
| | PLEASE PROVIDE CLAARITY ON THE JANITORS |
| | CLOSET LOCATED BENEATH THE STAIRWAY WITH |
| | A RETURN DUCT ? |
| | 1019.1.5 ENCLOSURES UNDER STAIRWAYS. |
| | THE WALLS AND SOFFITS WITHIN ENCLOSED |
| | USABLE SPACES UNDER ENCLOSED AND |
| | UNENCLOSED STAIRWAYS SHALL BE PROTECTED |
| | BY 1-HOUR FIRE-RESISTANCE-RATED |
| | CONSTRUCTION, OR THE FIRE-RESISTANCE |
| | RATING OF THE STAIRWAY ENCLOSURE, |
| | WHICHEVER IS GREATER. ACCESS TO THE |
| | ENCLOSED USABLE SPACE SHALL NOT BE |
| | DIRECTLY FROM WITHIN THE STAIR |
| | ENCLOSURE. |
| | |
| | 17B) IS THERE RATINGS BETWEEN THE |
| | JANITORS CLOSET AND STAIR FRAMING? |
| | |
| | 18A) SHEET# 2 EXISTING MEETING ROOM HAS |
| | 607 SQ FT AND A OCCUPANT LOAD OF 96. TWO |
| | MEANS OF EGRESS ARE REQUIRED FOR THIS |
| | AREA.TABLE 1014.1. |
| | |
| | 18B)1014.2.1 TWO EXITS OR EXIT ACCESS |
| | DOORWAYS. |
| | WHERE TWO EXITS OR EXIT ACCESS DOORWAYS |
| | ARE REQUIRED FROM ANY PORTION OF THE |
| | EXIT ACCESS, THE EXIT DOORS OR EXIT |
| | ACCESS DOORWAYS SHALL BE PLACED A |
| | DISTANCE APART EQUAL TO NOT LESS THAN |
| | ONE-HALF OF THE LENGTH OF THE MAXIMUM |
| | OVERALL DIAGONAL DIMENSION OF THE |
| | BUILDING OR AREA TO BE SERVED MEASURED |
| | IN A STRAIGHT LINE BETWEEN EXIT DOORS OR |
| | EXIT ACCESS DOORWAYS. INTERLOCKING OR |
| | SCISSOR STAIRS SHALL BE COUNTED AS ONE |
| | EXIT STAIRWAY. |
| | EXCEPTIONS: |
| | 1.WHERE EXIT ENCLOSURES ARE |
| | PROVIDED AS A PORTION OF THE REQUIRED |
| | EXIT AND ARE INTERCONNECTED BY A 1-HOUR |
| | FIRE-RESISTANCE-RATED CORRIDOR |
| | CONFORMING TO THE REQUIREMENTS OF |
| | SECTION 1016 , THE REQUIRED EXIT |
| | SEPARATION SHALL BE MEASURED ALONG THE |
| | SHORTEST DIRECT LINE OF TRAVEL WITHIN |
| | THE CORRIDOR. |
| | 2.WHERE A BUILDING IS EQUIPPED |
| | THROUGHOUT WITH AN AUTOMATIC SPRINKLER |
| | SYSTEM IN ACCORDANCE WITH SECTION |
| | 903.3.1.1 OR 903.3.1.2 , THE SEPARATION |
| | DISTANCE OF THE EXIT DOORS OR EXIT |
| | ACCESS DOORWAYS SHALL NOT BE LESS THAN |
| | ONE-THIRD OF THE LENGTH OF THE MAXIMUM |
| | OVERALL DIAGONAL DIMENSION OF THE AREA |
| | SERVED. |
| | |
| | 18C) DEPENDING ON THE LOCATION WHERE THE |
| | SECOND MEANS OF EGRESS IS CUT IN ON THE |
| | EXISTING MEETING ROOM WITH AN OCCUPANT |
| | LOAD OF 96 THE DOOR LEADING TO THE |
| | PRAYER ROOM WILL ALSO NEED TO HAVE THE |
| | SWING REVERSED, 1008.1.2: DOORS SHALL |
| | SWING IN THE DIRECTION OF EGRESS TRAVEL |
| | WHERE SERVING AN OCCUPANT LOAD OF 50 OR |
| | GREATER. |
| | |
| | 19) THE FIRST FLOOR INDICATEDA NEW |
| | PAIR OF EXTERIOR DOORS. |
| | 1609.1.4 PROTECTION OF OPENINGS. |
| | IN WIND-BORNE DEBRIS REGIONS, EXTERIOR |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IN THE LOWER 60 FEET (18.3 M) IN |
| | BUILDINGS SHALL BE ASSUMED TO BE |
| | OPENINGS AND THE BALANCE OF GLAZED |
| | OPENINGS IN THE REST OF THE BUILDING |
| | SHALL BE ASSUMED TO BE ZERO UNLESS SUCH |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IS IMPACT RESISTANT OR PROTECTED WITH AN |
| | IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 AND |
| | ASTM E 1996, OR MIAMI-DADE TAS 201, 202 |
| | AND 203 REFERENCED THEREIN AS FOLLOWS: |
| | 1.GLAZED OPENINGS LOCATED WITHIN 30 |
| | FEET (9.1 M) OF GRADE SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2.GLAZED OPENINGS LOCATED MORE THAN |
| | 30 FEET (9.1 M) ABOVE GRADE SHALL MEET |
| | THE PROVISIONS OF THE SMALL MISSILE |
| | TEST. |
| | |
| | 1714.5.3 EXTERIOR DOOR ASSEMBLIES. |
| | EXTERIOR DOOR ASSEMBLIES NOT COVERED BY |
| | SECTION 1715.4.2 OR SECTION 1714.5.3.1 |
| | SHALL BE TESTED FOR STRUCTURAL INTEGRITY |
| | IN ACCORDANCE WITH ASTM E 330 PROCEDURE |
| | A, AT A LOAD OF 1.5 TIMES THE REQUIRED |
| | DESIGN PRESSURE LOAD. THE LOAD SHALL BE |
| | SUSTAINED FOR 10 SECONDS WITH NO |
| | PERMANENT DEFORMATION OF ANY MAIN FRAME |
| | OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT |
| | OF ITS SPAN AFTER THE LOAD IS REMOVED. HIGH-VELOCITY |
| | HURRICANE ZONES SHALL |
| | COMPLY WITH TAS 202. AFTER EACH |
| | SPECIFIED LOADING, THERE SHALL BE NO |
| | GLASS BREAKAGE, PERMANENT DAMAGE TO |
| | FASTENERS, HARDWARE PARTS, OR ANY OTHER |
| | DAMAGE WHICH CAUSES THE DOOR TO BE |
| | INOPERABLE. |
| | 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. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 20)FL BLD CODE 1609.1.4: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) EXTERIOR SWING DOORS |
| | |
| | 21) WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 22) PROVIDE AN INTERIOR WALL & CEILING |
| | SCHEDULE BASED ON OCCUPANCY TABLE 803.5. |
| | |
| | |
| | NOTE THE NEXT REVIEW MAY HAVE ADDITIONAL |
| | COMMENTS DUE TO THE DESIGN TEAMS |
| | RESPONCE TO THE FIRST REVIEW. |
