| Date |
Text |
| 2015-09-11 09:50:23 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15080531 |
| | ADD: 8989 OKEECHOBEE BLVD./ PUBLIX |
| | CONT: HAWKINS |
| | TEL: ( 561)314-6730 |
| | E-MAIL: ????????????? |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: FRI. SEPT. 11/ 2015 |
| | ACTION: DENIED |
| | |
| | 1A) SHEET SP-1 SHOWS (2) HANDICAPPED PARKING SPACES |
| | NEXT TO EACH OTHER THAT SHARE THE SAME ACCESS AISLE. |
| | NOTE THIS IS ALLOWED WHEN THE OCCIPANT OF NEATHER SPACE |
| | IS COMPELLED TO WALK OR WHEEL BEHIND PARKED VEHICLES, |
| | EXCEPT BEHIND THEIR OWN VEHICLE. SEE 2014 FL ACCESSIBLE |
| | CODE 208.3.1. |
| | |
| | 1B) THE ACCESSIBILITY CODE REQUIRES UP TOO 20 % OF THE |
| | VALUE OF THE PROJECT ($100,000.00) TO GO TOWARDS |
| | ACCESSIBLE UPGRADES. PLEASE SEE SECTION 202.4.1 |
| | DISPROPORTIONATE COST AND THE ORDER THAT THE FUNDS ARE |
| | REQUIRED TO BE SPENT. IF OR WHEN THE ($100,000.00) IS |
| | SPENT ON ACCESSIBLE UPGRADESINTHE ORDER GIVEN IN |
| | 202.4.1 THEN DISPROPORTIONALITY HAS BEEN MET. WE WILL |
| | NEED AN ITEMIZED LIST FROM EITHER THE CONTRACTOR OR THE |
| | DESIGNER OF RECORD ON THEIR LETTERHEAD. THIS STAYS AS |
| | PART OF THE PERMIT PACKAGE. |
| | |
| | 2) THE COVERSHEET INDICATES THE PLANS WERE DESIGNED |
| | SIGNED AND SEALED 5/21/2015, BUT THE CONTRACTOR |
| | SUBMITTED THE PLANS FOR PERMIT AUGUST 14/ 2015. NOTE |
| | THE 2014 FBC, 5TH EDITION WAS ADOPTED STATEWIDE ON JUNE |
| | 30TH/ 2015. THE PLANS WILL NEED TO BE REVIEWED AND |
| | UPDATED TO THE CURRENT CODE. |
| | |
| | 3) THE STRUCTURAL SHEETS ALSO INDICATE THEY WERE |
| | DESIGNED TO THE 2010 FBC BUT THEY ALSO INDICATE THEY |
| | ARE DESIGNED UNDER THE HIGH WIND VELOCITY ZONE- |
| | MIAMI-DADE COUNTY VULT 175. PLEASE NOTE THE DESIGNER |
| | CAN DESIGN TO A MORE STRINGENT STANDARD BUT THE |
| | PRESSURES FOR THE HIGHER STANDARD WILL ALSO BE |
| | APPLICABLE. |
| | |
| | 4) SHEET A3 ROOF TOP NOR S-2 SHOW THE ROOF TOP |
| | ELEVATION NOR HOW ACCESS TO THE ROOF TOP EQUIPMENT NOR |
| | COMPLIANCE WITH 2014 FBC-B |
| | 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. |
| | |
| | |
| | |
| | |
| | WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE |
| | INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT |
| | EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE |
| | PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE |
| | EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO |
| | THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH |
| | ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS |
| | GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON |
| | ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN |
| | 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | |
| | PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED |
| | ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | |
| | 4.1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | |
| | 4.2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | |
| | 4.3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | |
| | 4.4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | |
| | 4.5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | |
| | 4.6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2). |
| | |
| | 4.7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE |
| | REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610 |
| | MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR |
| | SERVICE PLATFORMS. |
| | |
| | 5) SHEET S-2 SHOWS NEW ROOFTOP EQUIPMENT BENCHES, THE |
| | HEIGHT TO THE BOTTOM OF THE HORIZONTAL FRAMING MEMBERS |
| | IS NOT GIVEN, DETAILS ARE NOTED NOT DRAWN TO SCALE, |
| | PLEASE PROVIDE CODE COMPLIANCE WITH 2014 FBC-B 1509.6.5 |
| | MECHANICAL UNITS. ROOF MOUNTED MECHANICAL UNITS SHALL |
| | BE MOUNTED ON CURBS RAISED A MINIMUM OF 8 INCHES (203 |
| | MM) ABOVE THE ROOF SURFACE, OR WHERE ROOFING MATERIALS |
| | EXTEND BENEATH THE UNIT, ON RAISED EQUIPMENT SUPPORTS |
| | PROVIDING A MINIMUM CLEARANCE HEIGHT IN ACCORDANCE WITH |
| | TABLE 1509.6.5. |
| | |
| | 6) PLEASE SHOW FOR THE NEW EQUIPMENT ON THE ROOF |
| | COMPLIANCE WITH 20104 FBC-B 1509.6 MECHANICAL EQUIPMENT |
| | SCREENS. MECHANICAL EQUIPMENT SCREENS SHALL BE |
| | CONSTRUCTED OF THE MATERIALS SPECIFIED FOR THE EXTERIOR |
| | WALLS IN ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF |
| | THE BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS |
| | GREATER THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT |
| | SCREENS SHALL NOT BE REQUIRED TO COMPLY WITH THE |
| | FIRE-RESISTANCE RATING REQUIREMENTS. |
| | 1509.6.1 HEIGHT LIMITATIONS. MECHANICAL EQUIPMENT |
| | SCREENS SHALL NOT EXCEED 18 FEET (5486 MM) IN HEIGHT |
| | ABOVE THE ROOF DECK, AS MEASURED TO THE HIGHEST POINT |
| | ON THE MECHANICAL EQUIPMENT SCREEN. |
| | |
| | 7) SHEET S-2 INDICATES NEW AND EXISTING ROOFTOP CURBS |
| | WITH CURB ADAPTORS PLEASE PROVIDE COMPLIANCE WITH 2014 |
| | FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1 |
| | COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY |
| | AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF |
| | PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE |
| | PRODUCT APPROVALS: |
| | (31) (D) ROOFING PRODUCTS AND ASSEMBLIES/ CURBS/ |
| | ADAPTORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 8) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 9) PLEASE NOTE ANY ROOF FRAMING, ROOF DECKING THAT WILL |
| | REQUIRE WELDING AND OR BOLTED CONNECTIONS WILL REQUIRE |
| | A (3RD PARTY CERTIFICATION) CONTACT KEN CONRAD MANAGER |
| | OF SPECIAL INSPECTOR/ RESIDENT INSPECTOR PROGRAM. TEL: |
| | 561-805-6666. NOTE ONLY 3RD PARTY CERTIFICATION IS |
| | REQUIRED, NOT A ONSITE RESIDENT INSPECTOR OR SPECIAL |
| | INSPECTOR. |
| | |
| | 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
