| Date |
Text |
| 2016-04-18 08:02:51 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16040429 |
| | ADD: 5505 S. DIXIE HWY. SUITE # 04 |
| | CONT: TBD |
| | TEL: 561-856-6655 |
| | 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: MON. APRIL 18/2016 |
| | ACTION: DENIED |
| | |
| | 1) THE STATED VALUE OF THIS PERMIT IS EXTREMLY LOW. W P |
| | B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT FEES. ON |
| | BUILDINGS, STRUCTURES, ELECTRICAL, GAS, MECHANICAL AND |
| | PLUMBING SYSTEMS OR ALTERATIONS REQUIRING A PERMIT, A |
| | FEE FOR EACH PERMIT SHALL BE PAID AS REQUIRED, IN |
| | ACCORDANCE WITH THE SCHEDULE ESTABLISHED BY THE |
| | APPLICABLE GOVERNING AUTHORITY. |
| | |
| | 108.3* BUILDING PERMIT VALUATION. |
| | IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE |
| | CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE, |
| | ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS |
| | APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE |
| | PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL |
| | REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND |
| | SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE |
| | STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR |
| | FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR |
| | BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING |
| | COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | |
| | 2) SHEET A-1 NOTATION # 8 INDICATES THE TENANT |
| | SEPARATION WALLS ARE TO BE 1 HOUR RATED. THE PLANS DO |
| | NOT PROVIDE A UL LISTING OR GYPSUM FIRE LISTING NOR |
| | DETAIL FOR THE INFILE WALL FOR DOOR BEING REMOVED. 2014 |
| | FBC-B 708.3. & 708.4. |
| | |
| | 3) THE SHEET A-1 INDICATES A CORRIDOR 4FEET WIDE AND 3 |
| | FOOT DOORS SWINGING INTO THE CORRIDOR. PLEASE PROVIDE |
| | COMPLIANCE WITH |
| | 2014 FBC-B 1005.7.1 DOORS. DOORS, WHEN FULLY OPENED, |
| | SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 7 |
| | INCHES (178 MM). DOORS IN ANY POSITION SHALL NOT REDUCE |
| | THE REQUIRED WIDTH BY MORE THAN ONE-HALF. |
| | |
| | 4) SHEET A-1 SHOWS THE DOOR E A EXISTING DOOR IN A 1 |
| | HOUR TENANT SEPARATION WALL, PLEASE PROVIDE THE RATING |
| | ON THIS DOOR, SEE 2014 FBC-B TABLE 716.5. |
| | |
| | 5) SHEET A-1 INDICATES THE RESTROOM TO BE 7 FEET IN |
| | LENGTH. SHEET A2 SHOWS A DETAIL OF THE RESTROOM. THE |
| | DETAIL ONLY SHOWS 4 FOOT 8 INCHES FROM THE EDGE OF THE |
| | LAVATORY OVER THE WATER CLOSET TO THE OPPOSITE WALL. |
| | PLEASE SHOW COMPLIANCE WITH 2014 FBC-ACCESS. CODE |
| | SECTION 604.3.1 SIZE. CLEARANCE AROUND A WATER CLOSET |
| | SHALL BE 60 INCHES (1525 MM) MINIMUM MEASURED |
| | PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES (1420 |
| | MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. |
| | |
| | 6) SHEET A2 DETAIL FOR HANDICAPPED FIXTURES AND |
| | ACCESSORIES SHOWS THE GRAB BARS BEING MEASURED FROM THE |
| | CENTER LINE TO FINISH FLOOR. PLEASE REVIEW 2014 |
| | FBC-ACCESS. CODE SECTION 609.4 POSITION OF GRAB BARS. |
| | GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, |
| | 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM) |
| | MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF |
| | THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR |
| | CHILDREN?S USE COMPLYING WITH 604.9, GRAB BARS SHALL BE |
| | INSTALLED IN A HORIZONTAL POSITION 18 INCHES (455 MM) |
| | MINIMUM AND 27 INCHES (685 MM) MAXIMUM ABOVE THE FINISH |
| | FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. |
| | |
| | 7) THERE IS NO MENTION IN THE ARCHITECTURAL SHEETS OF |
| | NEW HOLES CUT IN THE ROOF DECK, NO STRUCTURAL SHEETS, |
| | SHEET M2 SHOWS |
| | A NEW ROOF TOP EXHAUST FAN AND ROOF TOP RTU UNIT. SHEET |
| | M3 SHOWS A CUT SECTION THROUGH EACH OF THESE OPENINGS, |
| | THERE IS NO MENTION OF ANY BRACING THAT IS NECEASSRY |
| | FOR THE NEW OPENINGS. 107.2.1.3 ADDITIONAL INFORMATION |
| | IS REQUIRED. |
| | |
| | 8) THERE IS NO WIND DESIGN CRITERIA AS TO WHAT WIND |
| | SPEED, OR EXPOSURE THE ANCHORING SCHEDULE WAS DESIGNED |
| | FOR? |
| | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. |
| | 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 |
| | |
| | 9) MISSING PRODUCT APPROVALS. 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, ROOF TOP CURBS, INTAKE |
| | AND EXHAUST FANS. |
| | |
| | 10) 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. |
| | |
| | 11) PROVIDE COMPLIANCE WITH: 2014 FBC-B 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) PROVIDE COMPLIANCE WITH: 2014 FBC-B 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. |
| | |
| | 13) 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] |
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