| Date |
Text |
| 2020-09-14 14:29:41 | NEW SFR |
| | REVIEWED BY ROGER MCPHERSON |
| | 561-805-6716 |
| | [email protected] |
| | CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1 |
| | AMENDMENTS |
| | |
| | 2ND REVIEW |
| | |
| | CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107 |
| | |
| | 1) PLEASE PROVIDE DETAILS FOR THE METAL FRAMING FRONT |
| | CANOPY AND BOX OUTS - SHOW ALL FRAMING DESIGNATIONS AND |
| | ATTACHMENTS TO COMPLY WITH THE DESIGN WIND LOADS PER |
| | DRAWING S.9 ( PLEASE SHOW ATTACHMENT OF THE FRAMING TO |
| | THE CONCRETE STRUCTURE) |
| | |
| | 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 |
| | THAN THE MAXIMUM SHOWN ON THE PRODUCT APPROVAL (-52.5) |
| | - SEE GENERAL LIMITATION NOTE NUMBER 7 ON THE PRODUCT |
| | APPROVAL.) |
| | |
| | 3) PLEASE PROVIDE A DIGITALLY SIGNED AND SEALED SURVEY |
| | SHOWING THE FLOOD ZONE PER THE LATEST FIRM . FBC WPB |
| | AMENDMENTS 107.2.5 |
| | |
| | 4) GARAGE FINISHED FLOOR ELEVATIONS BELOW FEMA BASE |
| | FLOOD ELEVATION ARE REQUIRED TO HAVE FLOOD VENTS PER |
| | FBC R322.2.2 PLEASE PROVIDE THE REQUIRED STATEMENT - (A |
| | STATEMENT BY A REGISTERED DESIGN PROFESSIONAL THAT THE |
| | DESIGN OF THE OPENINGS WILL PROVIDE FOR EQUALIZATION OF |
| | HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS BY ALLOWING |
| | FOR THE AUTOMATIC ENTRY AND EXIT OF FLOODWATERS AS |
| | SPECIFIED IN SECTION 2.7.2.2 OF ASCE 24.) |
| | R322.2.2 ENCLOSED AREA BELOW DESIGN FLOOD ELEVATION. |
| | (2.) BE PROVIDED WITH FLOOD OPENINGS THAT MEET THE |
| | FOLLOWING CRITERIA AND ARE INSTALLED IN ACCORDANCE WITH |
| | SECTION R322.2.2.1: |
| | |
| | 2.1.THE TOTAL NET AREA OF NON-ENGINEERED OPENINGS SHALL |
| | BE NOT LESS THAN 1 SQUARE INCH (645 MM2) FOR EACH |
| | SQUARE FOOT (0.093 M2) OF ENCLOSED AREA WHERE THE |
| | ENCLOSED AREA IS MEASURED ON THE EXTERIOR OF THE |
| | ENCLOSURE WALLS, OR THE OPENINGS SHALL BE DESIGNED AS |
| | ENGINEERED OPENINGS AND THE CONSTRUCTION DOCUMENTS |
| | SHALL INCLUDE A STATEMENT BY A REGISTERED DESIGN |
| | PROFESSIONAL THAT THE DESIGN OF THE OPENINGS WILL |
| | PROVIDE FOR EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON |
| | EXTERIOR WALLS BY ALLOWING FOR THE AUTOMATIC ENTRY AND |
| | EXIT OF FLOODWATERS AS SPECIFIED IN SECTION 2.7.2.2 OF |
| | ASCE 24. |
| | |
| | 2.2.OPENINGS SHALL BE NOT LESS THAN 3 INCHES (76 MM) IN |
| | ANY DIRECTION IN THE PLANE OF THE WALL. |
| | |
| | 2.3.THE PRESENCE OF LOUVERS, BLADES, SCREENS AND |
| | FACEPLATES OR OTHER COVERS AND DEVICES SHALL ALLOW THE |
| | AUTOMATIC FLOW OF FLOODWATER INTO AND OUT OF THE |
| | ENCLOSED AREAS AND SHALL BE ACCOUNTED FOR IN THE |
| | DETERMINATION OF THE NET OPEN AREA. |
| | |
| | 5) EQUIPMENT SHOWN IN THE GARAGE AND OUTSIDE THE |
| | BUILDING (WASHER, DRYER, AC ETC.) WILL NEED TO BE |
| | ELEVATED TO COMPLY WITH FBC R322.1.6 |
| | |
| | 6) PLEASE SHOW THE REQUIRED RAILING AT THE 2ND FLOOR |
| | "OPENING TO BELOW". FBC R312 |
| | |
| | 7) PLEASE PROVIDE A COMPLETED ELEVATION CERTIFICATE - |
| | MARKED ( CONSTRUCTION DRAWINGS). FBC WPB AMENDMENTS |
| | 107.3.5.1.1 (1) |
| | |
| | |
| | |
