| Date |
Text |
| 2004-07-15 00:00:00 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | [email protected] |
| | |
| | 1.)A NOTICE OF COMMENCEMENT MUST BE |
| | FILED WITH THE CLERK OF COURTS BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2.)THE PRINTED NAME OF THE PERSON |
| | SEALING THE PLAN IS REQUIRED TO BE ON |
| | EACH SHEET, FAC61G15-23.002 (SHEET C1). |
| | THE CA NUMBER FOR SMITH & MOORE IS TO |
| | BE ON THE TITLE BLOCK FAC61G1-16.003,004 |
| | THE CA NUMBER FOR METRO DESIGN GROUP |
| | IS TO BE ON THE TITLE BLOCK. |
| | |
| | 3.)A CONSTRUCTION TYPE OF IV IS |
| | DECLARED ON A1, BUILDING INFORMATION, |
| | BUT SHEET A9 SHOWS WOOD TRUSSES.SHEET |
| | A4 SHOWS METAL TRUSSES. |
| | |
| | 4.)THE SCOPE OF WORK IS NOT ENTIRELY |
| | CLEAR.THE PERMIT APPLICATION STATES |
| | ONLY "REMODEL RESTAURANT".REVISE THE |
| | PERMIT TO INCLUDE THE DUMPSTER, ROOF AND |
| | PAVING.THE SITE PLAN DATA (C1) SHOW AN |
| | INCREASE IN THE BUILDING SIZE, BUT IT |
| | IS NOT CLEAR WHERE THIS ADDITION IS. |
| | |
| | 5.)THE PRIVATE TOILET IS TO BE |
| | ADAPTABLE; THE STAFF TOILET IS TO BE |
| | ACCESSIBLE FBC11-4.1.3(11). |
| | |
| | 6.)PROVIDE PRODUCT APPROVALS FOR: |
| | ROOF |
| | OVERHEAD DOORS (OUTDOOR DINING) |
| | DRIVE-THRU WINDOWS |
| | WINDOWS W1, S2, W3 (SHEET A8) |
| | DOORS D01,D02,D22 (SHEET A8) |
| | |
| | FLORIDA STATE, LOCAL OR SITE SPECIFIC |
| | PRODUCT APPROVALS REQUIRED IN ADDITION |
| | TO THE TEST REPORT. |
| | WWW.FLORIDABUILDING.ORG |
| | |
| | ANY PRODUCT APPROVALS NOT PROPERLY |
| | SUBMITTED BEFORE PERMIT ISSUANCE WILL |
| | REQUIRE SEPARATE PERMITS FOR THOSE |
| | ITEMS. |
| | |
| | 7.)PORCH RAILING IS TO COMPLY WITH |
| | FBC1608.2.2.NOTE DESIGN CRITERIA ON |
| | THE PLAN. |
| | |
| | 8.)THE GRAB BARS SHEET A7 APPEAR TO |
| | BE MISMARKED ON THE ELEVATIONS AND THE |
| | FLOOR PLAN (SHOULD BE E). |
| | |
| | 9.)IT IS NOT CLEAR AS TO WHERE THE |
| | NEW ROOF AREA IS.SHEET A4 SHOWS THE |
| | ENTIRE BUILDING (NO NOTES AS TO PROPOSED |
| | OR EXISTING), SHEET A9 SHOWS TRUSS |
| | DETAILS. |
| | |
| | 10.) STRUCTURAL NOTES, A9, WIND LOAD, |
| | CITY OF WEST PALM BEACH IS NOT IN THE |
| | HIGH-VELOCITY ZONE.ALSO, INTERNAL |
| | PRESSURE COEFFICIENT IS NOTED AS -1.45, |
| | PLEASE CLARIFY. |
| | |
| | 11.)PROVIDE A CURB RAMP DETAIL. |
