| Date |
Text |
| 2002-08-14 00:00:00 | BUILDING DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) INDICATE THE APPLICABLE INTERNAL |
| | PRESSURE COEFFICIENT AND BASIC WIND |
| | PRESSURE ON THE PLANS AS REQUIRED BY |
| | FBC 1606.1.7. |
| | |
| | 3) PLEASE REVISE GENERAL NOTE #6 TO |
| | REFERENCE THE 2001 FLORIDA PLUMBING CODE |
| | |
| | 4) GENERAL NOTE #13 ON A-1 IS ILLEGIBLE. |
| | |
| | 5) THERE IS NO SECTION A ON SHEET A-3 AS |
| | REFERENCED ON SHEET A-1. SECTION B ON |
| | A-3 APPEARS TO BE MISLABELED. PLEASE |
| | CORRECT. |
| | |
| | 6) PROVIDE SOIL BEARING TEST REPORT PER |
| | FBC SECT. 1804.2.2. A SIGNED AND SEALED |
| | COPY TO BE SUBMITTED FOR PUBLIC RECORD. |
| | |
| | 7) THE WINDOW (E) IN BATHROOM #2 IS |
| | REQUIRED TO BE SAFETY GLASS PER FBC |
| | SECT. 2405.2.1 (2). |
| | |
| | 8) THE FOOTINGS ARE SHOWN AS 18" THICK |
| | ON A-4 AND 16" THICK ON S-1. PLEASE |
| | CORRECT. |
| | |
| | 9) THE STRUCTURAL NOTES ON S-1 INDICATE |
| | THAT THE FOOTINGS ARE DESIGNED FOR |
| | ALLOWABLE SOIL BEARING PRESSURE OF |
| | 2000 PSF AND SOIL STATEMENT ON SAME |
| | SHEET HAS 2500 PSF. PLEASE CLARIFY. |
| | |
| | 10) NOTE 3 ON S-2 STATES THAT TRUSS |
| | LOADS WERE CALCULATED BASED ON 97 SBC |
| | 110 MPH WIND VELOCITY. PLEASE CORRECT TO |
| | 2001 FBC 140 MPH WIND VELOCITY. |
| | |
| | 11) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - SINGLE HUNG WINDOWS (COVER SHEET DOES |
| | NOT GO WITH THE OTHER PAGES WHICH ARE |
| | EXPIRED) |
| | - LARGE ARCH TOP FIXED GLASS WINDOW AT |
| | REAR ABOVE SLIDING GLASS DOOR. |
| | - STRUCTURAL MULLIONS (EXPIRED) |
| | |
| | 12) PROVIDE INSTALLATION SCHEDULE FOR |
| | STORM PANELS. |
| | |
| | 13) PROVIDE A DIAPHRAGM NAILING SCHEDULE |
| | AND IDENTIFY THE ROOF NAILING ZONES PER |
| | CHAPTER 23 OF CITY AMENDMENTS TO THE |
| | 2001 FBC. |
| | |
| | 14) FL BLDG 1909.3 (EXEPTION# 2) |
| | CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| | W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| | FABRIC LOCATED IN THE MIDDLE TO THE |
| | UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| | PORTED BY APPROVED MATERIALS OR SUPPORTS |
| | AT SPACING NOT TO EXCEED 3 FT OR IN |
| | ACCORDANCE WITH MANUFACTURER'S SPEC. |
| | PLEASE INDICATE ON THE PLANS THAT WWF |
| | WILL BE SUPPORTED AS REQUIRED. |
| | |
| | 15) THE ANCHORS FOR THE TRUSSES SHOWN IN |
| | SECTIONS 6 AND 7 ON S-2 ARE NOT |
| | SPECIFIED. HOW ARE THE BOTTOM CORDS OF |
| | THESE TRUSSES ANCHORED WHERE THEY MEET |
| | THE MASONRY WALL? ARE THE BEARING POINTS |
| | OF THESE TRUSSES THE TOP CORD? |
| | |
| | 16) PLEASE CORRECT NOTE 1 UNDER |
| | FOUNDATION NOTES ON C-1 TO 6 MIL POLY |
| | AS REQUIRED BY FBC 1909.2. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
