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. |