| Date |
Text |
| 2018-07-30 16:08:24 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL |
| | BUILDING PLANS EXAMINER |
| | [email protected] |
| | 561-805-6724 |
| | |
| | FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014) |
| | FBC B = FBC BUILDING |
| | FBC EB = FBC EXISTING BUILDING |
| | FBC A = FBC ACCESSIBILITY |
| | FBC EC = FBC ENERGY CONSERVATION |
| | |
| | 27. PENETRATIONS THROUGH 2 HOUR RATED STAIRWAYS |
| | |
| | A) PAGE 098-A-701 SHOWS WHAT APPEARS TO BE A 2 HOUR |
| | DROPPED CEILING. |
| | |
| | B) PAGE 048-LS101 AND 050-A101 BOTH SHOW STAIRWAY 3 AS |
| | A 2HR VERTICAL EXIT STAIRWAY. PENETRATIONS WERE FOUND |
| | ON PAGE 124-P-101. |
| | |
| | SEE FBC-B 1022.5 PENETRATIONS. PENETRATIONS INTO AND |
| | OPENINGS THROUGH INTERIOR EXIT STAIRWAYS AND RAMPS ARE |
| | PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EQUIPMENT |
| | AND DUCTWORK NECESSARY FOR INDEPENDENT VENTILATION OR |
| | PRESSURIZATION, SPRINKLER PIPING, STANDPIPES, |
| | ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION |
| | SYSTEMS AND ELECTRICAL RACEWAY SERVING THE INTERIOR |
| | EXIT STAIRWAY AND RAMP AND TERMINATING AT A STEEL BOX |
| | NOT EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH |
| | PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH |
| | SECTION 714. THERE SHALL BE NO PENETRATIONS OR |
| | COMMUNICATING OPENINGS, WHETHER PROTECTED OR NOT, |
| | BETWEEN ADJACENT INTERIOR EXIT STAIRWAYS. |
| | |
| | A RESPONSE LETTER INDICATING HOW EACH ITEM WAS |
| | ADDRESSED WILL HELP TO EXPEDITE PLAN REVIEW. |
| | |
| | PROVISOS: |
| | |
| | A) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED. |
| | |
| | B) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR |
| | A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE |
| | CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR |
| | ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS. |
| | |
| | C) PRODUCT APPROVALS |
| | |
| | FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| | SPECIFICALLY, PROVIDE ROOFING, EXTERIOR WINDOW, AND |
| | DOORS, STOREFRONT , OVERHEAD DOORS, ROOF HATCH, LOUVERS |
| | AND NANA WALLS. DATA SHEET FOR ELEVATOR. |
| | ALTERNATIVELY YOU CAN SUBMIT THESE LATER AS A DEFERRED |
| | SUBMITTAL BY LISTING THEM ON THE COVER SHEET. |
| | 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. |
| | |
| | D) VALET DROP OFF COMPLIANCE TO BE SHOWN ON SEPARATE |
| | PERMIT. |
| | |
| | E) POOL DECK, POOL UNDER A SEPARATE PERMIT. |
| | |
| | A) SHEET 049-LS-102, 058-A-104 BOTH SHOW A LINEAR POOL |
| | DECK DRAIN. NONE OF THE ARCHITECTURAL SHEETS SHOW THE |
| | ELEVATION OR CROSS SLOPES OF THE POOL DECK. THE |
| | STRUCTURAL SHEET 012-S-1.04 SHOWS (2) ELEVATIONS ONE AT |
| | T. O. SLAB AT EL= 83 FEET AND A 2ND ELEVATION AT |
| | ELEVATION T. O. SLAB 82 FEET. THE STRUCTURAL SHEET |
| | 036-S-4.20 DETAIL # 4 SHOWS 2 HEIGHTS IN THE CONCRETE |
| | DECK. A FINISHED CONCRETE DECK AND A DROPPED STRUCTURAL |
| | DECK AROUND THE POOL DECK ASSUMED AT T. O. SLAB AT EL= |
| | 82 FEET. |
| | |
| | B) SHEET 037-S-4.21 DETAIL 10 SHOWS THE SUPPORT LIFT BY |
| | THE EDGE OF THE POOL, BUT THIS SAME DETAIL SHOWS THE |
| | SIDE WALL OF THE POOL, SECONDARY POOL STRUCTURE BY POOL |
| | DESIGNER. THERE ARE ONLY THE 2 ELEVATIONS AROUND THE |
| | POOL. THE STRUCTURAL SHEET 036-S-4.20 DETAIL # 4 HAS A |
| | NOTE SEE ARCHITECTURAL SHEETS FOR SLOPE. |
| | |
| | C) 2014 FBC-B SECTION 454.1.3.1.2. POOL WET DECKS SHALL |
| | BE UNIFORMLY SLOPED AT A MINIMUM OF 2 PERCENT TO A |
| | MAXIMUM OF 4 PERCENT AWAY FROM THE POOL OR TO DECK |
| | DRAINS TO PREVENT STANDING WATER. THE PLANS ONLY SHOW A |
| | LINEAR POOL DRAIN ON THE WEST SIDE OF THE POOL. PLEASE |
| | SHOW COMPLIANCE FOR THE OTHER 3 SIDES. |
| | |
| | D) THE ACCESSIBILITY CODE SECTION 403.3 CROSS SLOPES |
| | FOR WALKING SURFACES SHALL BE NOT STEEPER THAN 1:48. |
| | PLEASE PROVIDE HOW COMPLIANCE WILL BE ACHIEVED FOR BOTH |
| | SECTIONS OF THE CODE. |
| | |
| | E) SHEET 036-S-4.20 DETAIL # 1 AND 037-S-4.21 DETAIL # |
| | 10 SHOWS THE POOL STRUCTURAL WALL LEVEL WITH THE |
| | STRUCTURAL DECK HOW WILL WATER FROM THE POOL DECK BE |
| | SLOPED BACK TO THE LINEAR DECK DRAIN. WATER ON THE POOL |
| | DECK SHALL BE SLOPED AWAY FROM THE POOL EDGE. 2014 |
| | FBC-B SECTION 454.1.3.1.2. |
| | |
| | F) NA |
| | |
| | G) SHEET 037-S-4.21 DETAIL # 10 SHOWS A STRUCTURAL BASE |
| | FOR AN ADA CHAIR LIFT. THE ARCHITECTURAL SHEET |
| | 058-A-104 SHOWS THE POSITION OF THE CHAIR LIFT AND THE |
| | CLEAR 48X30 INCHES PLEASE PROVIDE THE MANUFACTURES SPEC |
| | ON THE LIFT THE DISTANCE FROM EDGE OF THE WATER TO THE |
| | CENTERLINE OF THE SEAT IS 4.75 FEET. WILL THE LIFT BE |
| | ABLE TO LIFT A PERSON INTO THE WATER WITH A SPAN OF 6 |
| | FEET OR MORE? 2014 FBC-ACCESSIBILITY CODE 1009.2. THE |
| | LOCATION OF THE STRUCTURAL STAND APPEARS CLOSER THAN |
| | THE ARCHITECTURAL SHEET? |
| | |
