| Date |
Text |
| 2023-01-25 15:20:05 | COMMERCIAL ADDITION/REMODEL |
| | REVIEWED BY ROGER MCPHERSON |
| | 561-805-6716 |
| | [email protected] |
| | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 |
| | AMENDMENT |
| | |
| | CORRECTIONS NEEDED - |
| | |
| | 1) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE |
| | INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE |
| | PRODUCT APPROVALS FOR THE EXTERIOR WINDOWS, DOORS AND |
| | ROOFING SYSTEMS - ALL PRODUCT APPROVALS NEED TO BE |
| | REVIEWED AND MARKED APPROVED BY THE BUILDING DESIGNER |
| | OF RECORD FBC WPB 107.3.4 |
| | |
| | 2) PLEASE SHOW THE SOUTH WALL OF THE BUILDING WHICH IS |
| | 7 1/2 FEET FROM THE CENTER OF THE ALLY TO BE 1 HOUR |
| | FIRE RATED PER FBC TABLE 602 |
| | |
| | 3) PLEASE SHOW THE WINDOW AREA ON THE SOUTH WALL OF THE |
| | BUILDING THAT IS WITHIN THE WALL AREA THAT IS 7 1/2 |
| | FEET FROM THE CENTER OF THE ALLY TO BE 10 PERCENT OR |
| | LESS OF THAT TOTAL WALL SPACE FBC TABLE 705.8 |
| | |
| | 4) PLEASE SHOW THE WALLS SURROUNDING THE MOP SINK 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 (DRYWALL IS NOT |
| | CONSIDERED A HARD SURFACE) |
| | |
| | 5) PLEASE PROVIDE ROOF TOP MECHANICAL SCREENING DETAILS |
| | - FBC 1609.1 |
| | |
| | 6) PLEASE PROVIDE DETAILS OR PRODUCT APPROVALS SHOWING |
| | ATTACHMENTS ETC. FOR THE EXTERIOR CORRIGATED METAL WALL |
| | FINISH - FBC 1609.1 |
| | |
| | 7) DRAWING S1 SHOWS WIND DESIGN SPEED AS 169MPH - WIND |
| | SPEED SHOULD BE 170MPH FOR A RISK CATEGORY II BUILDING |
| | PER FBC WPB SECTION 120 |
| | |
| | 8) PLEASE SHOW THE ROOF TOP OVER FLOW SCUPPERS FOR THE |
| | HIGHER ROOF - FBC 1503.4.2.1 OVERFLOW SCUPPERS. |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS. |
| | |
| | 9) DRAWING A2.0 DETAIL 2 - PLEASE SHOW THE SHOWER GRAB |
| | BAR LOCATIONS PER FBC A 608.3.2 |
| | |
| | 10) ACCESSIBLE SHOWER - PLEASE PROVIDE A SHOWER SEAT |
| | DETAIL PER FBC A 610 |
| | |
| | 11) PLEASE SHOW THE OUTDOOR SERVING COUNTER TO BE |
| | ACCESSIBLE PER FBC A 904.4 OR 902.3 |
| | |
| | 12) PLEASE SHOW THE STORM WATER DRAINAGE FLOW AWAY FROM |
| | THE BUILDING AND AWAY FROM THE ADJACENT PROPERTY ON THE |
| | SITE PLAN OR PROVIDE A STORM WATER DRAINAGE PLAN - FBC |
| | WPB 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS |
| | SUBMITTED WITH THE APPLICATION FOR PERMIT SHALL BE |
| | ACCOMPANIED BY A SITE PLAN SHOWING TO SCALE THE SIZE |
| | AND LOCATION OF NEW CONSTRUCTION AND EXISTING |
| | STRUCTURES ON THE SITE, DISTANCES FROM LOT LINES, THE |
| | ESTABLISHED STREET GRADES AND THE PROPOSED FINISHED |
| | GRADES, DEPICTING THE PROPOSED LOT DRAINAGE AND, AS |
| | APPLICABLE, FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN |
| | FLOOD ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE |
| | WITH AN ACCURATE AND INCLUDED ON A BOUNDARY LINE |
| | SURVEY. (PLEASE PROVIDE CUT SECTIONS FOR ANY PROPOSED |
| | WATER RETAINING SWALES) |
| | |
| | 13) A SEPARATE PERMIT IS REQUIRED FOR - SITE WALL, |
| | PARKING LOT, FENCES |
| | |
| | 14) SIDING DETAILS, WINDOW,DOOR AND ROOFING SYSTEM |
| | PRODUCT APPROVALS MAY BE DEFERRED SUBMITTALS BY LISTING |
| | ITEMS TO BE DEFERRED ON THE CONSTRUCTION DOCUMENTS - |
| | FBC WPB 107.3.4.1 |
