Date |
Text |
2022-05-05 15:41:39 | CREATING 2 UNITS |
| REVIEWED BY ROGER MCPHERSON |
| 561-805-6716 |
| [email protected] |
| CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 |
| AMENDMENT |
| |
| CORRECTIONS NEEDED - |
| |
| 1) PLEASE SHOW THE MOP SINK WALLS TO COMPLY WITH FBC |
| 1210.2.2 WALLS AND PARTITIONS. |
| WALLS AND PARTITIONS WITHIN 2 FEET (610 MM) OF SERVICE |
| SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, |
| HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS |
| THAN 4 FEET (1219 MM) ABOVE THE FLOOR, |
| |
| 2) PLEASE SHOW STAIR HAND RAIL HEIGHT PER FBC 1014.2 |
| HEIGHT. |
| HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR |
| FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT |
| LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 |
| INCHES (965 MM). |
| |
| 3) PLEASE SHOW STAIR HAND RAIL EXTENSION AT THE BOTTOM |
| OF THE STAIRS TO SLOPE PER FBC 1014.6 HANDRAIL |
| EXTENSIONS. |
| HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING |
| SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN |
| ADJACENT FLIGHT OF STAIRS OR RAMP RUN. WHERE HANDRAILS |
| ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL |
| EXTEND HORIZONTALLY NOT LESS THAN 12 INCHES (305 MM) |
| BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE |
| DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. |
| |
| 4) PLEASE SHOW THE STAIR RISER HEIGHT AND TREAD DEPTHS |
| TO COMPLY WITH FBC 1011.5.2 RISER HEIGHT AND TREAD |
| DEPTH. |
| STAIR RISER HEIGHTS SHALL BE 7 INCHES (178 MM) MAXIMUM |
| AND 4 INCHES (102 MM) MINIMUM. THE RISER HEIGHT SHALL |
| BE MEASURED VERTICALLY BETWEEN THE NOSINGS OF ADJACENT |
| TREADS. RECTANGULAR TREAD DEPTHS SHALL BE 11 INCHES |
| (279 MM) MINIMUM MEASURED HORIZONTALLY BETWEEN THE |
| VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT |
| TREADS AND AT A RIGHT ANGLE TO THE TREAD?S NOSING. |
| |
| 5) PLEASE SHOW THAT STAIR HAND RAILS ARE REQUIRED ON |
| BOTH SIDES PER FBC 1011.11 HANDRAILS. |
| FLIGHTS OF STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE |
| AND SHALL COMPLY WITH SECTION 1014. |
| |
| 6) PLEASE SHOW THE STAIR LANDINGS SIZES PER FBC 1011.6 |
| |
| 7) PLEASE SHOW THE STAIR AND RAMP WIDTHS FBC 1005 - - |
| FBC 1012.5.1 |
| |
| 8) PLEASE SHOW THAT HAND RAILS ARE REQUIRED ON BOTH |
| SIDES OF THE RAMP - FBC 1012.8 HANDRAILS. |
| RAMPS WITH A RISE GREATER THAN 6 INCHES (152 MM) SHALL |
| HAVE HANDRAILS ON BOTH SIDES. |
| |
| 9) PLEASE SHOW THE RAMP LANDING SIZES - FBC A |
| |
| 10) PLEASE SHOW THE RAMP SLOPE - FBC A |
| |
| 11) PLEASE SHOW THE RAMP HAND RAIL HEIGHT - FBC A |
| |
| 12) PLEASE SHOW THE ACCESSIBLE DOOR WIDTHS - FBC A |
| |
| 13) BUILDING ADDRESS APPEARS TO BE INCORRECT ON THE |
| BUILDING PERMIT APPLICATION AND THE DRAWINGS - PLEASE |
| CORRECT. |
| |
| 14) PLEASE SHOW THE ACCESSIBLE RESTROOM DIMENSION |
| DETAILS FOR THE GRAB BAR SIZES AND LOCATIONS, MIRROR, |
| TOILET PAPER HOLDER, FIXTURE CLEAR FLOOR SPACE ETC PER |
| FBC A CHAPTER 6 |
| |
| 15) PLEASE SHOW THE ACCESSIBLE ROUTE TO UNIT 100A - FBC |
| A 206.4 ENTRANCES. |
| ENTRANCES SHALL BE PROVIDED IN ACCORDANCE WITH 206.4. |
| ENTRANCE DOORS, DOORWAYS, AND GATES SHALL COMPLY WITH |
| 404 AND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH |
| 402. |
| |
| 16) DRAWING S0.01 SHOWS WIND SPEED USED FOR WIND DESIGN |
| AS 169MPH - WIND DESIGN SPEED SHOULD BE 170MPH PER FBC |
| WPB SECTION 120 |
| |
| 17) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE |
| INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE |
| PRODUCT APPROVALS FOR THE EXTERIOR STOREFRONT WINDOWS |
| AND DOORS - ALL PRODUCT APPROVALS NEED TO BE REVIEWED |
| AND MARKED APPROVED BY THE DESIGNER OF RECORD FBC WPB |
| 107.3.4 |
| |
| 18) CANNOT REUSE STOREFRONT WINDOWS UNLESS YOU HAVE A |
| CURRENT PRODUCT APPROVAL FOR THEM - FBC EXISTING 707.4 |
| REPLACEMENT OF WINDOWS AND DOORS. |
| THE REPLACEMENT OF GARAGE DOORS, EXTERIOR DOORS, |
| SKYLIGHTS, AND OPERATIVE AND INOPERATIVE WINDOWS SHALL |
| BE DESIGNED AND CONSTRUCTED TO COMPLY WITH CHAPTER 16 |
| OF THE FLORIDA BUILDING CODE, BUILDING. |
| |
| 19) NFIP - JOB IS A SUBSTANTIAL IMPROVEMENT JOB VALUE + |
| 5 YEAR ACCUMULATION = 1,015,272.00 - BUILDING VALUE = |
| 1,355,080.00 - THE BUILDING LOWEST FLOOR ELEVATION |
| NEEDS TO BE AT 14.10 NAVD - PLEASE PROVIDE AN ELEVATION |
| CERTIFICATE TO VERIFY THE LOWEST FLOOR ELEVATION - |
| ORDINANCE NO. 4729-17 SEC. 18-35 (A) AND (B) |