| Date |
Text |
| 2008-09-16 14:46:11 | BUILDING PLAN REVIEW |
| | PERMIT: 08070817 |
| | ADD: 4200 N FLAGLER DR |
| | CONT: PREMIER MODULAR BUILDING LC |
| | TEL: (407)467-2189 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | SEPTEMBER 16,2008 |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE |
| | INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | 1B) COMPLIED. |
| | |
| | 1C) FL S S 713.13 NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT. 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. NOTE: 713.13(6) |
| | THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE |
| | CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 1D) COMPLIED. |
| | 1E) IN THE FIRST ROUND OF REVIEWS THE MANUFACTURER HAD |
| | THEIR CERTIFICATION LETTER, THIS REVIEW IT IS MISSING. |
| | 106.1.2/ RULE 9B-1 |
| | 2) THE SUBMITTED PLANS FOR A MODULAR BUILDING DOES NOT |
| | APPEAR ON THEIR WEBSITE. MANUFACTURED (MODULAR) |
| | BUILDING PROGRAM UNDER THE JURISDICTION OF THE |
| | DEPARTMENET OF COMMUNITY AFFAIRS (DCA). RULE 9B-1 OF |
| | THE FLORIDA ADMINISTRATIVE CODE. |
| | |
| | 3) MINIMUM PLAN REVIEW REQUIREMENTS OF 106.3.5.1.1 SITE |
| | REQUIREMENTS, WILL REQUIRE A SITE PLAN FOR |
| | 3A) PARKING |
| | 3B) ACCESSIBLE PARKING SPACE 11-4.6 |
| | 3C) ACCESSIBLE ROUTE 11-41.3 (1) |
| | 3D) COMPLIED. |
| | 3E) COMPLIED. |
| | |
| | 4) COMPLIED. |
| | |
| | 5) BUILDING PROVISO: THIS STRUCTURE IS LOCATED IN A A-5 |
| | FLOOD ZONE, FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF |
| | ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN |
| | "A" FLOOD ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE |
| | REQUIRED. |
| | |
| | 5A) PLEASE INDICATE COMPLIANCE WITH CODE OF ORDINANCES |
| | SEC 94-546(B)(2) NONRESIDENTIAL CONSTRUCTION. ALL NEW |
| | CONSTRUCTION OR SUBSTANTIAL IMPROVEMENT OF ANY |
| | COMMERCIAL, INDUSTRIAL OR OTHER NONRESIDENTIAL |
| | STRUCTURE SHALL EITHER HAVE THE LOWEST FLOOR, INCLUDING |
| | BASEMENT, ELEVATED TO THE LEVEL OF SIX INCHES ABOVE THE |
| | BASE FLOOD ELEVATION OR, TOGETHER WITH ATTENDANT |
| | UTILITY AND SANITARY FACILITIES, BE FLOODPROOFED SO |
| | THAT BELOW SIX INCHES ABOVE THE FLOOD BASE LEVEL THE |
| | STRUCTURE IS WATERTIGHT, WITH WALLS SUBSTANTIALLY |
| | IMPERMEABLE TO THE PASSAGE OF WATER AND WITH STRUCTURAL |
| | COMPONENTS HAVING THE CAPABILITY OF RESISTING |
| | HYDROSTATIC AND HYDRODYNAMIC LOADS AND EFFECTS OF |
| | BUOYANCY. A REGISTERED PROFESSIONAL ENGINEER OR |
| | ARCHITECT SHALL CERTIFY THAT THE STANDARDS OF THIS |
| | SUBSECTION ARE SATISFIED. SUCH CERTIFICATION SHALL BE |
| | PROVIDED TO THE CITY ENGINEER. |
| | |
| | 5B) SHEET FD2 INDICATES USE OF A FILL TYPE BIRM RAISING |
| | THE GRADE AROUND THE MODULAR BUILDING. THIS DOES NOT |
| | MEET THE REQUIRED WATERPROOFING REQUIREMENTS OF SECTION |
| | 94-546. SHEET FD2 STRUCTURAL LOAD LIMITATIONS NOTE # 7 |
| | FLOOD ZONE INDICATES THIS STRUCTURE MAY NEED TO BE SET |
| | HIGHER THAN PROPOSED, SINCE THE BIRM IS NOT CONSIDERED |
| | A WATERPROOFING METHOD APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 5C) SHEET FD2 THE LEFT DETAIL INDICATES THE SKIRTING |
| | DETAIL IS INDIRECT CONTACT WITH SOILS. THERE IS TWO |
| | CONCERNS. THE FIRST IS THE STATE APPROVED PLANS DO NOT |
| | INDICATE THE USE OF NATURALLY DURABLE WOOD OR |
| | PRESERVATIVE -TREATED WOOD, 2304.11.2.5. THE PLANS DO |
| | INDICATE THE SOILS BEING TERMITE TREATED. |
| | |
| | 5D) NORMALLY THERE IS A 6" SPACE AS IN THE DETAIL AT |
| | THE RIGHT WHERE THERE IS A 12 INCH GAP BETWEEN THE |
| | MANUFACTURED BUILDING AND BIRM. 2304.11.2.1 JOISTS, |
| | GIRDERS AND SUBFLOOR. WHERE WOOD JOISTS OR THE BOTTOM |
| | OF A WOOD STRUCTURAL FLOOR WITHOUT JOISTS ARE CLOSER |
| | THAN 18 INCHES (457 MM), OR WOOD GIRDERS ARE CLOSER |
| | THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL |
| | SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE |
| | PERIMETER OF THE BUILDING FOUNDATION, THE FLOOR |
| | ASSEMBLY (INCLUDING POSTS, GIRDERS, JOISTS AND |
| | SUBFLOOR) SHALL BE OF NATURALLY DURABLE OR |
| | PRESERVATIVE-TREATED WOOD. |
| | |
| | 5E) NOW THAT THE PLANS INDICATE THIS SOILS BIRM AROUND |
| | THE PERIMETER OF THE MANUFACTURED BUILDING PLEASE |
| | PROVIDE COMPLIANCE WITH 1209.1 CRAWL SPACES. |
| | CRAWL SPACES SHALL BE PROVIDED WITH A MINIMUM OF ONE |
| | ACCESS OPENING NOT LESS THAN 18 INCHES BY 24 INCHES |
| | (457 MM BY 610 MM). |
| | |
| | 5F) TERMITE PROTECTION, THE STATE APPROVED PLANS |
| | COVERSHEET SITE INSTALLED NOTE #2, INDICATES GUTTERS |
| | AND DOWNSPOUTS IF APPLICABLE.PLEASE REVIEW 1503.6. THE |
| | STATE PLANS DOES NOT HAVE ANY OVERHANGSOR EAVES. |
| | |
| | 6) FOUNDATION SYSTEMS, SHEET FD-1 NEITHER THE PLANS NOR |
| | THE PERMIT APPLICATION PROJECT DETAILS INDICATE THE |
| | LENGTH OF TIME THIS STRUCTURE IS TO BE ISSUED A C.O. |
| | FORE. IF THIS IS A TEMPORARY STRUCTURE OR PERMANENT |
| | STRUCTURE, SEE DEFINITIONS FOR TEMPORARY BUT SHALL NOT |
| | BE PERMITTED FOR MORE THAN 180 DAYS. THE BUILDING |
| | OFFICIAL IS AUTHORIZED TO GRANT EXTENSIONS FOR |
| | DEMONSTRATED CAUSE. IF THIS IS TO BE A TEMPORARY |
| | STRUCTURE THE INFORMATION LISTED IN 6A-B WILL BE |
| | REQUIRED. |
| | |
| | 6A) COMPLIED AS TO TITLE BLOCK. |
| | |
| | 6B)COMPLIED. |
| | 6C) IF THE DECISION FOR A PERMANENT STRUCTURE IS |
| | PROVIDED THEN THE REQUIREMENTS FOR A PERMANENT |
| | FOUNDATION SHALL BE MET: |
| | 6C) (1) COMPLIED |
| | 6C)(2) 1816.1 TRMITE TREATMENT SEE STATEMENTS ABOVE. |
| | 6C)(3) 1209.1 CRAWL SPACE AND REQUIRED OPENING 6C)(4) |
| | 1203.3.1 OPENINGS FOR UNDER-FLOOR VENTILATION 6C)(5) |
| | THE FOUNDATION IS DESIGNED FOR AN B EXPOSURE WHILE THE |
| | BUILDING IS DESIGNED FOR A C EXPOSURE AND LOCATED IN A |
| | C ZONE.1609.4. SEE STATEMENTS ABOVE. |
| | |
| | 7) SINCE THE SUBMITTED FOUNDATION PLANS DOES NOT HAVE |
| | APPROVAL THE FOLLOWING ITEMS MAY STILL HAVE ISSUES ONCE |
| | 5A & 5B ARE RESUBMITTED THESE ITEMS WILL BE REVIEWED |
| | AGAIN FOR CODE COMPLIANCE. PLEASE PROVIDE AN ACCESSIBLE |
| | RAMP MEETING THE FOLLOWING REQUIREMENTS: |
| | |
| | 7A) 11-4.8.2 SLOPE & RISE. THE LEAST POSSIBLE SLOPE |
| | SHALL BE USED FOR ANY RAMP. THE MAXIMUM SLOPE FOR A |
| | RAMP IN NEW CONSTRUCTION SHALL BE 1 TO 12. THE MAXIMUM |
| | RISE FOR RUN SHALL BE 30" (SEE FIGURE 16). |
| | |
| | 11-4.8.3. CLEAR WIDTH. THE MINIMUM CLEAR WIDTH OF A |
| | RAMP SHALL BE 36". EXCEPTION: RAMPS THAT ARE PART OF A |
| | REQUIRED MEANS OF EGRESS SHALL NOT BE LESS THAN 44 |
| | INCHES WIDE. |
| | |
| | 11-4.8.4.(2) LANDINGS. ALL LANDINGS ON RAMPS SHALL NOT |
| | BE LESS THAN 60" CLEAR, & THE BOTTOM OF EACH RAMP SHALL |
| | HAVE NOT LESS THAN 72" OF STRAIGHT & LEVEL CLEARENCE. |
| | |
| | 11-4.8.4(3) IF RAMPS CHANGE DIRECTION AT LANDINGS, THE |
| | MINIMUM LANDING SIZE SHALL BE 60" X 60". |
| | |
| | 11.4.8.5. HANDRAILS: IF A RAMP HAS A RISE GREATER THAN |
| | 6" OR A HORIZONTAL PROJECTION GREATER THAN 72", THEN IT |
| | SHALL HAVE HANDRAILS ON BOTH SIDES. |
| | |
| | 7B) PLEASE PROVIDE DESIGN CRITERIA FOR STAIRS, |
| | HANDRAILS AND GUARDRAILS, 11-4.8/ 11-4.8. & 1607.7. |
| | |
| | 7C)COMPLIED. |
| | |
| | 8) 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. |
| | |
| | 9) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, PROVIDE |
| | 2 COPIES OF PRODUCT TESTING REPORTS, MISSING REPORTS |
| | ARE AS FOLLOWS: |
| | 9A) SLIDDING GLASS DOORS- SITE INSTALLED |
| | |
| | 10) 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 APPLICATION FOR |
| | LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE |
| | 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 11) 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. |
| | |
| | 12) COMPLIED. |
| | |
| | 13) 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. |
| | |
| | 14) INSPEAKING WITH ROBERT LORENZO FROM DCA ABOUT THE |
| | STATE APPROVED PLAN FROM PRECISION HOMES, PLAN # |
| | 2056-1552F MR LORENZO COULD NOT FIND THIS PLAN ON THEIR |
| | LIST OF APPROVED PLANS. MR LORENZO PROVIDED US WITH THE |
| | THIRD PARTY HILBORN WERNER CARTER AND ASSOCIATES |
| | ADMINISTRATOR SCOTT FRANCIS. MR FRANCIS INDICATED THESE |
| | ARE NOT STATE APPROVED AS OF TODAY. I ALSO SPOKE ABOUT |
| | ISSUES WE SEE WITH |
| | WINDOW TYPE "B" NOA LISTED AS SMALL MISSILE IMPACT, |
| | WINDOW TYPE C& D REQUIRE MULLIONS WHICH ARE NOT LISTED, |
| | DOOR TYPE 3 & 8 NOT HAVING WATER INFILTRATION TEST AND |
| | NO ROOFING INFORMATION, PRODUCT APPROVALS. |
| | MR FRANCIS INDICATED THEY WOULD CORRECT THE PLANS WHILE |
| | ALSO WAITING FOR THE FINAL VERSION OF TRUSS DRAWINGS |
| | AND NOT TO ISSUE THESE PLANS SINCE THERE IS NO STATE |
| | APPROVAL. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
