| Date |
Text |
| 2017-06-23 09:54:25 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL |
| | BUILDING PLANS EXAMINER |
| | [email protected] |
| | 561-805-6724 |
| | |
| | THIS PERMIT INCLUDES FOUR BUILDINGS: |
| | |
| | PERMIT #16070916 906 17TH STREET - 68 UNITS, 4 STORIES |
| | (BUILDING 1) THRESHOLD BUILDING |
| | PERMIT #16071059 808 17TH STREET - 45 UNITS, 3 STORIES |
| | (BUILDING 2) |
| | PERMIT #16071058 811 15TH STREET - 6 UNITS, 1 STORY |
| | (BUILDING 3) |
| | PERMIT #16070880 805 15TH STREET - 6 UNITS, 1 STORY |
| | (BUILDING 4) |
| | |
| | ALL FOUR BUILDINGS WILL BE REVIEWED UNDER THIS PERMIT |
| | NUMBER. |
| | |
| | 1. FA1.00A (AND POSSIBLY OTHER PLACES) GOVERNING CODE |
| | IS INCORRECT, REVISE AND CHECK ALL SHEETS. |
| | |
| | 2-9. OK |
| | |
| | 10. REVISE PLAN TO ADDRESS PLUMBING ACCESSIBILITY |
| | COMMENTS WHICH ARE ALSO APPLICABLE FOR BUILDING REVIEW, |
| | FBC 5TH EDITION ACCESSIBILITY. |
| | |
| | 11. FS471, FBC CHAPTER 16, THE STRUCTURAL REPORT DATED |
| | 8.10.2016 HAS AN INVALID DIGITAL SIGNATURE, HOWEVER, IT |
| | APPEARS THAT THE STRUCTURAL DESIGN HAS CHANGED. ALSO, |
| | THE STRUCTURAL REPORT PREVIOUSLY UPLOADED HAS ERRORS |
| | (FOR EXAMPLES SEE SHEETS 145, 146, "SHEAR STRESS DUE TO |
| | SHEAR FORCE AND TORSION TOGETHER EXCEEDS MAXIMUM |
| | ALLOWED"). |
| | |
| | PROVIDE UPDATED REPORT CONSISTENT WITH NEW STRUCTURAL |
| | DESIGN, CONFIRM THERE ARE NO ERROR MESSAGES IN THE |
| | REPORT PRIOR TO SUBMITTAL, OR EXPLAIN WHY ANY ERROR |
| | MESSAGES ARE NOT RELEVANT. |
| | |
| | 12. FBC B 1803, FS471, PROVIDE THE SIGNED AND SEALED |
| | SOILS REPORT PREPARED BY ARDAMAN & ASSOCIATES 3/28/16. |
| | |
| | 13. SEE PREVIOUS LIST REGARDING THE THREE TEST REPORTS |
| | REQUIRED FOR FLOORING UNDERLAYMENT. SHEET A6.11, 6.12 |
| | (AND POSSIBLY OTHER PAGES) SPECS ARDEX SD-P AND QT-SCU |
| | UNDERLAYMENT. EITHER REMOVE THE NOTE OR PROVIDE THE |
| | THREE TEST REPORTS AT THIS TIME. IT IS RECOMMENDED THAT |
| | THE NOTE BE REMOVED BUT INCORPORATE THE REQUIREMENT FOR |
| | THE THREE TEST REPORTS TO BE SUBMITTED AND REVIEWED |
| | PRIOR TO INSTALLATION. |
| | |
| | 14. OK |
| | |
| | 16. 16070916 (BUILDING 1) IS A THRESHOLD BUILDING, |
| | FS553.79(7)(D). ALL PLANS FOR THE BUILDING WHICH ARE |
| | REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT OR |
| | ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE |
| | BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE |
| | PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE |
| | MINIMUM BUILDING CODES AND THE APPLICABLE FIRESAFETY |
| | STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS CHAPTER AND CHAPTER 633. |
| | |
| | 2ND REVIEW, ENGINEER'S RESPONSE IS THAT THIS IS ON |
| | SHEET S0, UNABLE TO LOCATE. PLEASE CLOUD ALL CHANGES |
| | FBC 107. THIS STATEMENT IS REQUIRED BY THE ARCHITECT |
| | AND BY THE ENGINEER FOR BUILDING 1. |
| | |
| | 17. THRESHOLD INSPECTION PLAN REQUIRED, FS 553.79. |
| | |
| | RESPONSE STATES THIS IS ATTACHED, UNABLE TO LOCATE. |
| | |
| | 18. SEE IMPACT FEE REVIEW. |
| | |
| | 19. VALUE HAS BEEN ADJUSTED PER ICC TABLES, FBC 109. |
| | WHEN AVAILABLE, PROVIDE A COPY OF THE CONTRACT FOR THIS |
| | JOB VIA EMAIL OR AT TIME OF RESUBMITTAL. |
| | |
| | 20. OK |
| | |
| | 21. A8.00, CLUB ROOM DOORS TO HAVE PANIC OR FIRE EXIT |
| | HARDWARE, 1008.1.10. THE HARDWARE REQUIREMENT IS |
| | APPLICABLE FOR ALL DOORS IN THE MEANS OF EGRESS. |
| | |
| | 2ND REVIEW, I WAS UNABLE TO LOCATE DOOR LABELS. SEE |
| | A8.00, ONLY ONE DOOR (6A) HAS PANIC HARDWARE NOTE 19, |
| | BUT CLUB ROOM IS ASSEMBLY OCCUPANCY AND HAS TWO EXITS |
| | (ONE DOUBLE DOOR, ONE SINGLE DOOR). REVISE AND CLARIFY. |
| | |
| | 22-30. OK |
| | |
| | NEW COMMENTS: |
| | |
| | PROJECT DATA A0.01, TRAVEL DISTANCE FOR RESIDENTIAL |
| | SHOULD BE 250' MAX PER FBC B TABLE 1016.2; PLAN APPEARS |
| | TO COMPLY BUT PLEASE CORRECT THE TABLE (325' STATED AS |
| | MAX). |
| | |
| | WOOD TRUSSES ARE PROPOSED OVER THE CONCRETE ROOF. FOR |
| | BUILDINGS 1 AND 2, WHICH ARE TYPE IIA BUILDINGS, REVISE |
| | PLAN TO SHOW COMPLIANCE WITH FBC B 603. |
| | |
| | 31. THIS PERMIT WILL BE ISSUED WITH PROVISOS (DO NOT |
| | ADDRESS AT THIS TIME): |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | |
| | |
| | |
| | ****************************** |
| | INFORMATION FOR C.O.: |
| | |
| | 16071058 BLDG 3 |
| | USC-404 TYPE 105 - NEW:RES FIVE OR MORE UNITS |
| | SQUARE FEET - 4964 |
| | |
| | CONSTRUCTION TYPE: 14-V-B - 5TH ED TYPE V-B |
| | UNITS: 6 |
| | FLOORS: 1 |
| | BEDROOMS: 8 |
| | ROOMS: 22 |
| | SQ FT LIVABLE: 4964 |
| | SQ FT FOOTPRINT: 4964 |
| | SQ FT ROOF: 4964 |
| | |
| | OCC LOAD: 26 |
| | PROP USE: APARTMENT |
| | SPRINKLER SYS? Y |
| | SPRK REQ'D? Y |
| | BATHRMS: 8 |
| | |
| | BLDG CODE: FL 2014 |
| | OCC CLASS: 5TH ED R-2 |
| | |
