| Date |
Text |
| 2020-09-14 11:13:46 | PLAN REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) ON SHEET S1 UNDER STRUCTURAL DESIGN, NOTE D-2 LISTS |
| | ASCE 7-16 FOR WIND LOAD DESIGN. CHAPTER 46 OF THE 2017 |
| | FBC-R REFERENCES ASCE 7-10 FOR THE MINIMUM DESIGN LOADS |
| | FOR BUILDINGS AND OTHER STRUCTURES. PLEASE CORRECT AND |
| | REVIEW THE SPECIFIED ROOF AND WALL PRESSURES. |
| | |
| | 2) SUBMIT A LOT DRAINAGE PLAN TO SHOW COMPLIANCE WITH |
| | CITY AMENDMENTS FBC 107.2.5 AND R401.3 DRAINAGE. |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT |
| | DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN |
| | SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE |
| | SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE |
| | FIRST 10 FEET (3048 MM). |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL |
| | WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE |
| | CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| | IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE |
| | BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 |
| | PERCENT AWAY FROM THE BUILDING. |
| | |
| | 3) ON SHEET S6 THE TRELLIS FRAMING DETAILS DO NOT |
| | SPECIFY THE REQUIRED EMBED DEPTHS OF THE 3/8" DIAMETER |
| | LAG BOLTS OR THE 3/4" EPOXY ANCHORS. FBC 107.2.1 |
| | |
| | 4) THE PLANS SHOW THE 4:12 SLOPED ROOF OF THE NORTH |
| | ADDITION AND THE 4:12 SLOPED ROOF OF THE EXISTING |
| | BUILDING INTERSECTING IN SUCH A WAY THAT THE RAIN WATER |
| | RUNOFF FROM BOTH ROOF WILL BE RUNNING INTO EACH OTHER |
| | WITHOUT A VALLEY DIRECTING IT OFF OF THE ROOF. THIS |
| | CREATES AN ISSUE FOR ROOF LEAKS. PROVIDE A DETAIL |
| | SHOWING HOW THIS ISSUE WILL BE ADDRESSED. FBC 107.2.1 |
| | |
| | 5) CITY AMENDMENT FBC 107.3.4 REQUIRES PRODUCT APPROVAL |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC |
| | 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) TO BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD. |
| | |
| | 6) SUBMIT PRODUCT APPROVALS WITH FL OR NOA NUMBERS |
| | INCLUDING INSTALLATION INSTRUCTIONS AND MAXIMUM DESIGN |
| | PRESSURES FOR THE FIXED IMPACT WINDOWS. SPECIFIED AS W2 |
| | ON THE PLANS. FBC 107.3.4 |
| | |
| | 7) SHOW COMPLIANCE WITH FBC- R807.1 ATTIC ACCESS |
| | BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION |
| | SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT |
| | HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER |
| | OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8 M2). |
| | |
| | 8) SUBMIT SIGNED AND SEALED TRUSS LAYOUT PLAN AND TRUSS |
| | DRAWINGS THAT HAVE BEEN REVIEWED AND APPROVED BY THE |
| | DESIGNER OF RECORD. FBC-R802.10 |
| | |
| | 9) ELECTRONICALLY SUBMITTED DRAWINGS ARE REQUIRED TO |
| | HAVE THE ENGINEER'S DIGITAL SIGNATURE ON THEM. YOU ALSO |
| | HAVE THE OPTION TO SUBMIT THE SIGNED AND SEALED PAPER |
| | VERSION OF DRAWINGS. AFTER THE ELECTRONIC PLANS HAVE |
| | BEEN APPROVED, YOU CAN SUBMIT THE CORRESPONDING PAPER |
| | DRAWINGS AT THE BUILDING DEPARTMENT TO BE VERIFIED. THE |
| | ENGINEER'S ORIGINAL HANDWRITTEN SIGNATURE AND SEAL IS |
| | REQUIRED TO BE ON THE DRAWINGS. NO PHOTOCOPY OR OTHER |
| | FACSIMILES OF THE SIGNATURE ARE ACCEPTABLE. FS 471 & |
| | 61G15 |
| | |
| | 10) SEPARATE PERMITS ARE REQUIRED TO BE SUBMITTED FOR |
| | THE POOL, FENCES, GATES AND LANDSCAPING. THIS PERMIT IS |
| | ONLY FOR THE REMODEL AND ADDITIONS TO THE BUILDING AND |
| | MEPS FOR THAT WORK. |
| | |
| | 11) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A |
| | RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE |
| | CITY RE-SUBMITTAL FORM. |
| | |
| | |
| | |
| | |
| | |
