| Date |
Text |
| 2016-05-11 12:34:31 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16040632 |
| | ADD: 3001 OKEECHOBEE BLVD. |
| | CONT: HEDRICK BROTHERS |
| | TEL: 561-689-8880 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 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: WED. MAY 11/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) THE PERMIT APPLICATION ADDRESS AND PCN NUMBER |
| | INDICATES THE WORK IS TO BE COMPLETED AT THE ADDRESS OF |
| | 3001 OKEECHOBEE BLVD. PLEASE DEFINE WHERE THE NEW |
| | ADDITION ROOF LINE ON THE EAST SIDE WILL END AND THE |
| | EXISTING ROOF LINE THE WEST SIDE OF THE OF THE EXISTING |
| | BUILDING TO THE EAST WILL END SHEET A5.0.1 DETAIL 2.. |
| | IT APPEARS THEY WILL BE ADJOINING AND CREATING ONE |
| | LARGE BUILDING PLEASE PROVIDE COMPLIANCE FOR NEW |
| | CONSTRUCTION, 2014 FBC-B TABLE 503, 503.1.2. BUILDINGS |
| | ON THE SAME LOT AND 705.3 BUILDINGS ON THE SAME LOT. |
| | COMPLIANCE WITH 508.3 NON-SEPARATED USE CANNOT BE |
| | CONFIRMED UNTIL THE DISTANCE BETWEEN THE 2 BUILDINGS |
| | CAN BE VERIFIED. 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED TO DETERMINE CODE COMPLIANCE. |
| | |
| | 2) SHEET S4.1 UNDER THE HEADING OF FOUNDATION NOTE 1A) |
| | THERE WAS A SOILS ENGINEERING COMPLETED BY ARDAMAN & |
| | ASSOCIATES. NO SOILS REPORTS WERE SUBMITTED, 2 ORIGINAL |
| | SIGNED AND SEALED REPORTS NEED TO BE SUBMITTED FOR |
| | COMPLIANCE WITH: |
| | 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL |
| | IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO |
| | THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 3) ALS.1.1 NOR S-4.1 PROVIDE COMPLIANCE FOR STAIR & |
| | FLOOR LOADING. |
| | 2014 FBC-B TABLE 1607.1 |
| | (30) STAIRS 100 PSF |
| | (31) STORAGE LIGHT 123 PSF/ HEAVY 250 PSF (M).LIVE LOAD |
| | REDUCTION IS NOT PERMITTED UNLESS SPECIFIC |
| | EXCEPTIONS OF SECTION 1607.10 APPLY. |
| | |
| | 4) PLEASE PROVIDE COMPLIANCE WITH 2014 FLORIDA BUILDING |
| | CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION: |
| | |
| | 106.1 LIVE LOADS POSTED. WHERE THE LIVE LOADS FOR WHICH |
| | EACH FLOOR OR PORTION THEREOF OF A |
| | COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN |
| | DESIGNED TO EXCEED 50 PSF (2.40 KN/M2), SUCH |
| | DESIGN LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE |
| | OWNER IN THAT PART OF EACH STORY IN WHICH THEY |
| | APPLY, USING DURABLE SIGNS. IT SHALL BE UNLAWFUL TO |
| | REMOVE OR DEFACE SUCH NOTICES. |
| | |
| | 106.2 ISSUANCE OF CERTIFICATE OF OCCUPANCY. A |
| | CERTIFICATE OF OCCUPANCY REQUIRED BY SECTION 111 |
| | SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD SIGNS, |
| | REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED. |
| | |
| | 106.3 RESTRICTIONS ON LOADING. IT SHALL BE UNLAWFUL TO |
| | PLACE, OR CAUSE OR PERMIT TO BE PLACED, ON |
| | ANY FLOOR OR ROOF OF A BUILDING, STRUCTURE OR PORTION |
| | THEREOF, A LOAD GREATER THAN IS PERMITTED BY THIS |
| | |
| | 5) SHEET S-2 THE PRE-ENGINEERED MEZZANINE, STAIRS, |
| | HANDRAIL & GUARDRAIL SYSTEMS WILL NEED THE DESIGN |
| | CRITERIA AS LISTED ABOVE IN COMMENT # 3 AND WILL ALSO |
| | NEED TO BE REVIEWED BY THE ENGINEER OF RECORD FOR |
| | CONFORMANCE WITH THEIR OVERALL DESIGN STRUCTURALLY FOR |
| | THIS BUILDING AND FOR LOADING. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 6) SHEET A8.02 DETAILS 4 & 5 SHOW THE FIXED ROOF TOP |
| | LADDER. PLEASE SHOW COMPLIANCE WITH : |
| | 2014 FBC-B ? 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS |
| | OR ELEVATED STRUCTURES. |
| | 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | |
| | 7) SHEET A1.1.1 SHOWS A LIFT TO THE UPPER PARTS RACK |
| | STORAGE AREA. PLEASE PROVIDE THE SQUARE FOOTAGE FOR |
| | THIS AREA AND THE OCCUPANT LOAD TO SEE IF THE PLATFORM |
| | LIFT HAS TO MEET THE REQUIREMENTS FOR VERTICAL |
| | ACCESSIBILITY 206.7 .3 FOR NEW BUILDINGS. PLEASE ALSO |
| | SUPPLY DOCUMENTATION THAT THE PLATFORM LIFT SHALL |
| | COMPLY WITH ASME A18.1. |
| | |
| | 8) 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)(A) EXTERIOR DOORS, ROOF TOP HATCHES. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | NOTE VASD PRESSURES FOUND ON S-4.2 ARE GOOD. IF EITHER |
| | THE CONTRACTOR OR THE DESIGNER OF RECORD PREFER TO HAVE |
| | THE PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS PLEASE |
| | DO SO WITHIN THE WRITTEN NARRATIVE RESPONSE. |
| | 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. DOCUMENTS FOR |
| | DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE |
| | REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE |
| | WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING |
| | OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE |
| | IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. |
| | THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED |
| | UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN |
| | APPROVED BY THE BUILDING OFFICIAL. |
| | |
| | 9) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | 10) THE STRUCTURAL SHEETS DO NOT PROVIDE ROOF FRAMING |
| | DETAILS FOR THE ROOF TOP CURBS REQUIRED FOR THE ROOFTOP |
| | EXHAUST FANS, NOR DOES THE MECHANICAL PLANS. FOR ALL |
| | ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, DETAILED |
| | ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL AS FROM |
| | THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 2014 |
| | FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS? |
| | |
| | 11A) SHEET M2.1 KEY NOTE 1 INDICATES THE 2 A/C |
| | CONDENSING UNITS ARE TO BE INSTALLED ON THE ROOF BUT NO |
| | LOCATION IS PROVIDED. SHEET A-2.01 SHOWS THE ROOF HATCH |
| | WITHIN 10 FEET OF THE ROOF LINE. PLEASE SHOW COMPLIANCE |
| | WITH: 1013.7 ROOF ACCESS. |
| | GUARDS SHALL BE PROVIDED WHERE THE ROOF HATCH OPENING |
| | IS LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR |
| | OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN |
| | SIDE IS LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE |
| | FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE |
| | CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21 |
| | INCHES (533 MM) IN DIAMETER. |
| | |
| | 11B) 1013.6 MECHANICAL EQUIPMENT. |
| | GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, |
| | FANS, ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT |
| | REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF |
| | A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH |
| | EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762 |
| | MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD |
| | SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A |
| | SPHERE 21 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL |
| | EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END |
| | OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT. |
| | |
| | 12) 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
