Date |
Text |
2017-08-09 08:55:59 | ****CORRECTIONS**** |
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| SAMANTHA HILL |
| BUILDING PLANS EXAMINER |
| [email protected] |
| 561-805-6724 |
| |
| FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014) |
| FBC B = FBC BUILDING |
| FBC EB = FBC EXISTING BUILDING |
| FBC A = FBC ACCESSIBILITY |
| FBC EC = FBC ENERGY CONSERVATION |
| |
| 1. THE INDEX PAGE, A0.01 INDEX, HAS BEEN REPLACED BY |
| ANOTHER SHEET, A0.01 PROJECT DATA. THEREFORE, THE |
| PROJECT DATA SHEET IS IN THE PLAN TWICE, AND THE 402 |
| PAGE PLAN NOW LACKS THE FIRST PAGE OF THE INDEX. |
| |
| RESTORE THE INDEX PAGE. |
| |
| PROVISO ITEMS - **DO NOT** ADDRESS AT THIS TIME. |
| ADDRESS AFTER PERMIT ISSUANCE. |
| |
| A. SEPARATE PERMITS REQUIRED FOR SITE AMENITIES, POOL, |
| POOL DECK, FENCING, PAVING, SIDEWALKS, FIRE ALARM, FIRE |
| SPRINKLER, FIRE UNDERGROUND, PARKING LOT & STRIPING, |
| TEMPORARY TRAILER, CONSTRUCTION OFFICES, SIGNS. |
| SEPARATE PLANS, PERMITS, REVIEWS, AND FEES REQUIRED. |
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| B. WORK AREAS TO COMPLY WITH FBC ACCESSIBILITY (FBC A |
| 902.1 ADVISORY, ABA) PER ARCHITECT |
| |
| C. FLOORING ACOUSTICAL INSULATION REQUIRED BY FBC 1207 |
| IS TO COMPLY WITH THE FOLLOWING: |
| |
| (1) FBC 1207.2, FLOOR/CEILING ASSEMBLIES SEPARATING |
| DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR |
| SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS |
| (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR AIR |
| BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E 90. |
| PROVIDE A COPY OF THE TEST REPORT (WITHOUT A DROPPED |
| GYPSUM CEILING ASSEMBLY). |
| (2) FBC 1207.3, FLOOR/CEILING ASSEMBLIES BETWEEN |
| DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A PUBLIC |
| OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN |
| IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS THAN |
| 50 (45 IF FIELD TESTED) WHEN TESTED IN ACCORDANCE WITH |
| ASTM E 492. PROVIDE A COPY OF THE TEST REPORT (WITHOUT |
| A DROPPED GYPSUM CEILING ASSEMBLY). |
| (3) FBC 720.2, FLAME SPREAD INDEX OF NOT MORE THAN 25 |
| AND SMOKE DEVELOPED INDEX OF NOT MORE THAN 450 |
| REQUIRED. PROVIDE TEST DATA IN ACCORDANCE WITH ASTM E |
| 84 OR UL 723. |
| |
| TEST REPORTS, REVIEWED BY DESIGNER OF RECORD, ARE TO BE |
| SUBMITTED PRIOR TO INSTALLATION. |
| |
| D. PRODUCT APPROVALS ARE REQUIRED FOR ALL COMPONENTS |
| AND CLADDING, FBC 1609. PRODUCT APPROVALS, REVIEWED BY |
| DESIGNER OF RECORD, ARE TO BE SUBMITTED PRIOR TO |
| INSTALLATION. COMPONENTS AND CLADDING ARE TO COMPLY |
| WITH THE DESIGN PRESSURES SHOWN ON SHEET S0. THE |
| OPTIONS SELECTED ARE TO BE MARKED ON THE PRODUCT |
| APPROVALS PRIOR TO SUBMITTAL. |
| |
| E. A SEPARATE ROOF PERMIT IS REQUIRED. THE PRODUCT |
| APPROVAL REVIEWED BY DOR IS TO BE SUBMITTED PRIOR TO |
| INSTALLATION. THE APPROVED ASSEMBLY PROPOSED IS TO BE |
| INDICATED AND ENGINEERING, IF APPLICABLE, SUBMITTED. |
| |
| F. CIVIL PAGES WERE NOT REVIEWED BY BUILDING; PAVING |
| WILL BE REVIEWED UNDER A SEPARATE PERMIT. |
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| G. FAIR HOUSING COMPLIANCE; SHEET A1.00 HAS A NOTE: |
| 1 BED 75 UNITS WITH TYPE B BATH |
| 2 BED 50 UNITS WITH ONE TYPE A AND ONE TYPE B PER FHA |
| |
| H. SHORING/RESHORE PLANS AND ENGINEERING REVIEWED BY |
| CONTRACTOR AND SPECIAL INSPECTOR ARE TO BE SUBMITTED, |
| REVIEWED AND ISSUED (AS A "SUBMITTAL" TO THE BUILDING |
| DIVISION) PRIOR TO INSTALLATION. NO AFFECTED WORK TO |
| COMMENCE WITHOUT THE SHORING/RESHORE ENGINEERING ON |
| SITE, REVIEWED AND ISSUED BY BUILDING DIVISION. |
| |
| I. A CONSTRUCTION GUARDRAIL DETAIL, PREPARED BY A |
| DESIGN PROFESSIONAL LICENSED UNDER FS471 OR FS481, IS |
| REQUIRED TO BE SUBMITTED, REVIEWED, AND ISSUED BY THE |
| CITY. SUBJECT TO FIELD INSPECTOR'S DISCRETION, THIS MAY |
| BE ACCEPTED IN THE FIELD AT TIME OF INSPECTION. |
| |
| J. FILES SUBMITTED UNDER PERMIT APPLICATION #16071058 |
| WERE REVIEWED. PER APPLICANT, THE SAME PLANS WERE |
| SUBMITTED FOR PERMITS 16070880, 16070916, 16071059. THE |
| PLANS APPEAR IDENTICAL. ANY (BUILDING REVIEWED) |
| DISCREPANCIES ARE SUPERSEDED BY THE PLANS REVIEWED |
| UNDER 16071058. |
| |
| K. REGARDING THE STRUCTURAL CALCULATIONS: |
| |
| PAGE 35, F27 SHOWS A 4TH FLOOR WOOD SLAB; CLARIFY. |
| PAGE 11 OF 109 AUTO WIND LOAD CALCULATION SHOWS BASIC |
| WIND SPEED AS 136MPH, BUT PAGE 9 OF 63 IS 170MPH. ONE |
| APPEARS TO BE VASD, THE OTHER APPEARS TO BE VULT, BUT I |
| CANNOT FIND WHERE IT STATES THIS, AND IT IS NOT CLEAR |
| WHY THEY WOULD BE DONE DIFFERENTLY. |
| PAGE 30 OF 109, TABLE 4.5 STEEL FRAME SUMMARY, ROOF |
| LABEL C46 HAS A STATUS OF "WARNING: SEE MESSAGE". I WAS |
| UNABLE TO LOCATE THE MESSAGE IN THE 833 PAGE DOCUMENT. |
| PLEASE PROVIDE THE WARNING NOTED. |
| |