Date |
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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] |
| |