| Date |
Text |
| 2002-08-15 00:00:00 | BUILDING DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) NOTE 1 UNDER FOUNDATION NOTES ON C-1 |
| | CALLS FOR 0.004 VISQUEEN. PLEASE CORRECT |
| | 6 MIL POLY IS REQUIRED. SEE FBC 1909.2. |
| | |
| | 3) PLEASE REVISE GENERAL NOTE #6 TO |
| | REFERENCE THE 2001 FLORIDA PLUMBING CODE |
| | |
| | 4) GENERAL NOTE #13 IS ILLEGIBLE. |
| | |
| | 5) THERE IS NO SECTION A ON A-3 AS |
| | REFERENCEDON A-1. SECTION B ON A-3 |
| | APPEARS TO BE MISLABELED. PLEASE CORRECT |
| | |
| | 6) PROVIDE SOIL BEARING TEST REPORT PER |
| | FBC 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 |
| | SECTION 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) THE RTPGA820 ON S-2 IS A SEMCO STRAP |
| | SEMCO IS NO LONGER IN BUSINESS. PLEASE |
| | SPECIFY A COMPARABLE USP OR SIMPSON |
| | ANCHOR. |
| | |
| | 12) ON SHEET S-2 REFERENCE IS MADE TO |
| | A ON S-2.3. THERE IS NO SHEET S-2.3. |
| | PLEASE CORRECT. |
| | |
| | 13) INDICATE THE CEILING MATERIALS FOR |
| | THE COVERED PORCH AND ENTRY. |
| | |
| | 14) THE TWO MIDDLE COLUMNS AT THE REAR |
| | COVERED PORCH ARE MISLABELED. THEY |
| | SHOULD BE LABELED FC1 COLUMNS. |
| | |
| | 15) THE 10'-6" L-10 LINTELS ON SHEET S-1 |
| | CAN NOT SPAN THE 11'-6" BETWEEN THE |
| | COLUMNS AT THE REAR PORCH AS INDICATED |
| | ON THE PLANS. PLEASE CORRECT. |
| | |
| | 16) THERE IS NO DETAIL A ON S-2 AS |
| | REFERENCED ON S-2. |
| | |
| | 17) THE AREA UNDER ATTIC ON THE ENERGY |
| | CALCS. IS NOT CORRECT. IT DOES NOT |
| | INCLUDE THE ADDITIONAL AREA CREATED BY |
| | THE VAULTED CEILING. PLEASE CORRECT. |
| | |
| | 18) PROVIDE A DIAPHRAGM NAILING SCHEDULE |
| | AND IDENTIFY THE ROOF NAILING ZONES PER |
| | CHAPTER 23 OF THE CITY AMENDMENTS TO THE |
| | 2001 FBC. |
| | |
| | 19) 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 PLANS THAT WWF WILL |
| | BE SUPPORTED AS REQUIRED. |
| | |
| | 20) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - DOUBLE FRENCH DOORS WITH SIDELITES |
| | - SINGLE HUNG WINDOWS (COVER SHEET IS |
| | DIFFERENT FROM THE REST OF THE PAGES) |
| | - LARGE ARCH TOP FIXED GLASS WINDOW AT |
| | REAR ABOVE FRENCH DOOR |
| | - STRUCTURAL MULLIONS |
| | |
| | 21) STORM PANELS: THE DIMENSIONS ON THE |
| | KEY PLAN FOR OPENING #7 ARE INCORRECT. |
| | THE SHUTTER WIDTH FOR OPENING #8 IS |
| | TO SHORT. PLEASE CORRECT. |
| | |
| | 22) 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? ARE THE BEARING |
| | POINTS OF THESE TRUSSES THE TOP CORD? |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
