| Date |
Text |
| 2022-06-08 11:37:02 | NEW TOWNHOUSE |
| | REVIEWED BY ROGER MCPHERSON |
| | 561-805-6716 |
| | [email protected] |
| | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 |
| | AMENDMENT |
| | |
| | CORRECTIONS NEEDED - |
| | |
| | 1) REVISED DRAWING A001 HAS BEEN UPLOADED TO PROJECTDOX |
| | ON TOP OF DRAWING A000 - PLEASE FIX |
| | |
| | 2) ROOFING SYSTEM TO BE USED ON THE PROVIDED PRODUCT |
| | APPROVAL REQUIRES ADDITIONAL SIGNED AND SEALED |
| | ATTACHMENT DETAILS FROM AN ARCHITECT OR ENGINEER FOR |
| | ROOF WIND ZONES 2 AND 3 WHICH REQUIRE A HIGHER PRESSURE |
| | (PER DRAWING S-7) THAN THE MAXIMUM SHOWN ON THE PRODUCT |
| | APPROVAL (-52.5) - SEE NOTE NUMBER 9 ON THE PRODUCT |
| | APPROVAL. |
| | |
| | 3) PLEASE PROVIDE THE SMART FLOOD VENT PRODUCT APPROVAL |
| | OR ICC EVALUATION CERTIFICATE. |
| | |
| | 4) ELEVATION CERTIFICATES NEED CORRECTIONS - |
| | |
| | A) A9(A) INCORRECT SQUARE FOOTAGE OF THE GARAGE SHOWN. |
| | B) A9(B) INCORRECT NUMBER OF FLOOD VENTS SHOWN. |
| | C) A9(C) PLEASE SHOW THE TOTAL SQUARE INCHES OF FLOOD |
| | OPENINGS. |
| | D) A9(D) SMART VENTS ARE ENGINEERED VENTS - SHOULD BE |
| | MARKED "YES". |
| | |
| | 5) SITE PLAN SHOULD SHOW THE SITE DRAINAGE - OR PROVIDE |
| | THE CIVIL 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) |
| | |
| | 6) "PLUNGE POOL"- BARRIER SHOULD SURROUND THE POOL - |
| | THE GATE ON THE SIDE UNITS NEEDS TO BE SELF-CLOSING AND |
| | LATCHING PER FBC R4501.17.1.8 |
| | ACCESS GATES, WHEN PROVIDED, SHALL BE SELF-CLOSING AND |
| | SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS |
| | R4501.17.1.1 THROUGH R4501.17.1.7 AND SHALL BE EQUIPPED |
| | WITH A SELF-LATCHING LOCKING DEVICE LOCATED ON THE POOL |
| | SIDE OF THE GATE. WHERE THE DEVICE RELEASE IS LOCATED |
| | NO LESS THAN 54 INCHES (1372 MM) FROM THE BOTTOM OF THE |
| | GATE, THE DEVICE RELEASE MECHANISM MAY BE LOCATED ON |
| | EITHER SIDE OF THE GATE AND SO PLACED THAT IT CANNOT BE |
| | REACHED BY A YOUNG CHILD OVER THE TOP OR THROUGH ANY |
| | OPENING OR GAP FROM THE OUTSIDE. GATES THAT PROVIDE |
| | ACCESS TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY FROM |
| | THE POOL. THE GATES AND BARRIER SHALL HAVE NO OPENING |
| | GREATER THAN 1/2 INCH (12.7 MM) WITHIN 18 INCHES (457 |
| | MM) OF THE RELEASE MECHANISM. |
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