| Date |
Text |
| 2002-07-18 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | |
| | FOR CONSISTENCY, THE FOLLOWING COMMENTS |
| | ARE NUMBERED AS PER THE BUILDING PLAN |
| | REVIEW OF 6/26/02: |
| | |
| | 4) THIS COMMENT HAS NOT BEEN ADDRESSED. |
| | CHANGE CODE AMENDMENT REFERENCE ON |
| | SHEET S5 (GENERAL NOTE 3) FROM 'PALM |
| | BEACH COUNTY' TO CITY OF 'WEST PALM |
| | BEACH AMENDMENTS'. |
| | |
| | 7) THIS COMMENT HAS NOT BEEN ADDRESSED. |
| | SHEET S3, TRUSS ANCHOR SCHEDULE. PRODUCT |
| | CODE HTA18 IS NOT A VALID USP REFERENCE. |
| | RE-SPECIFY THESE ANCHORS. |
| | |
| | 9) FBC 1007.5.8HANDRAIL ATTACHMENT. |
| | DETAIL 3A/A-5.0 SHOWS ATTACHMENT OF THE |
| | HANDRAIL TO GYPSUM BOARD USING TOGGLE |
| | BOLTS WITHOUT ANY BACKING BOARD. PROVIDE |
| | DETAILS OF THE SUBSTRATE TO DEMONSTRATE |
| | COMPLIANCE WITH FBC 1608.2. |
| | |
| | 10) FBC 1005.4.4EGRESS WINDOWS.THIS |
| | COMMENT HAS NOT BEEN PROPERLY ADDRESSED. |
| | THE WINDOW DIMENSIONS ADDED TO THE FLOOR |
| | PLANS DO NOT SHOW THAT THE EGRESS WINDOW |
| | CLEAR OPENING HEIGHT IS MINIMUM 24". |
| | ADD DIMENSIONS TO THE FRONT AND REAR |
| | ELEVATIONS, AT THE SINGLE HUNG WINDOWS |
| | TO BEDROOMS 3 AND 2, TO DEMONSTRATE |
| | COMPLIANCE. |
| | |
| | 12) THIS COMMENT HAS NOT BEEN ADDRESSED. |
| | FBC 1606THE POSITIVE AND NEGATIVE WIND |
| | LOAD PRESSURES AT THE SKYLIGHT LOCATION |
| | SHALL BE STATED ON THE PLANS FOR CROSS |
| | REFERENCE WITH THE PRODUCT APPROVAL. |
| | |
| | 13) FBC 1606.1.4SKYLIGHT PRODUCT |
| | APPROVAL.THE SUBMITTED COPY OF DRAWING |
| | NO. EB696 WHICH FORMS PART OF MIAMI-DADE |
| | PRODUCT CONTROL NOTICE OF ACCEPTANCE |
| | NO. 00-0524.02 IS A VERY POOR COPY. |
| | SUBMIT A LEGIBLE DRAWING. |
| | |
| | 18) WINDOW MULLION/TRANSOM.THE |
| | SUBMITTED ALUMINUM TUBE MULLION PRODUCT |
| | APPROVAL MIAMI-DADE NOA NO. 01-0918.04 |
| | SHALL BE MARKED TO SHOW WHICH MULLION |
| | SIZE AND WHICH ANCHOR TYPE A TO F IS BE |
| | USED, SO THAT THE APPLICABLE WIND LOAD |
| | PRESSURES CAN BE CHECKED. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | IF YOU HAVE ANY QUESTIONS PLEASE CALL: |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
