| Date |
Text |
| 2018-06-15 09:16:11 | PLAN REVIEW COMMENTS FOR CAYMAN RIGHT MASTER |
| | 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) UP DATE BUILDING CODE DATA AND APPLICABLE CODES ON |
| | THE PLANS TO THE 2017 FBC SIXTH EDITION. THE PLANS HAVE |
| | SEVERAL REFERENCES TO THE FBC FIFTH EDITION (2014). THE |
| | FBC SIXTH EDITION (2017) WENT INTO EFFECT ON JANUARY 1, |
| | 2018. ALL NEW PERMITS APPLIED FOR ON OR AFTER THAT DATE |
| | ARE REQUIRED TO COMPLY WITH AND REFERENCE THE FBC SIXTH |
| | EDITION (2017). FS CHAPTER 553 |
| | |
| | 2) UP DATE THE BUILDING ELEVATION DATA ON SHEET |
| | A-0.0.01A TO REFLECT THE CURRENTLY ADOPTED FLOOD MAPS |
| | AND DATUM. AS OF OCTOBER 5TH, 2017 THE CITY HAS ADOPTED |
| | NEW FLOOD INSURANCE RATE MAPS WHICH USE NAVD 88 AS THE |
| | VERTICAL DATUM. THE CITY ALSO ADOPTED A 2' FREEBOARD |
| | WHICH REQUIRES THE FINISH FLOOR AND EQUIPMENT TO BE A |
| | MINIMUM OF TWO FEET ABOVE THE BFE. |
| | |
| | 3) THE FIRE RESISTANCE RATING REQUIREMENTS ON SHEET |
| | A-0.0.01A IS MISLEADING WITHOUT THE REQUIRED MINIMUM |
| | FIRE SEPARATION BEING PROVIDED. SEE FBCR TABLE R302.1. |
| | |
| | 4) FBC- R310.2.1 IS THE CODE SECTION FOR EMERGENCY |
| | ESCAPE AND RESCUE IN THE 2017 FBC SIXTH EDITION. THE |
| | CODE SECTION PROVIDED ON THE PLANS IS INCORRECT. FBC |
| | 107.2.1 |
| | |
| | 5) THE NOTE UNDER EXTERIOR OPENINGS ON SHEET A-0.0.01A |
| | IS NOT WORDED CORRECTLY. FBC R311.3.2 STATES THAT THE |
| | LANDINGS AT EXTERIOR DOORS SHALL NOT BE MORE THAN 7-3/4 |
| | INCHES BELOW THE TOP OF THE THRESHOLD. |
| | |
| | 6) SUBMIT TWO SETS OF FORMS AND DOCUMENTS TO SHOW |
| | COMPLIANCE WITH FBC ENERGY CONSERVATION SECTION |
| | R103.1.1.2 CODE COMPLIANCE CERTIFICATION. THE |
| | BUILDING'S OWNER, THE OWNER'S ARCHITECT, OR OTHER |
| | AUTHORIZED AGENT LEGALLY DESIGNATED BY THE OWNER SHALL |
| | CERTIFY THAT THE BUILDING IS IN COMPLIANCE WITH THE |
| | CODE, AS PER SECTION 553.907, FLORIDA STATUTES, PRIOR |
| | TO RECEIVING THE PERMIT TO BEGIN CONSTRUCTION OR |
| | RENOVATION. R405.4.2 COMPLIANCE REPORT. COMPLIANCE |
| | SOFTWARE TOOLS SHALL GENERATE A REPORT THAT DOCUMENTS |
| | THAT THE PROPOSED DESIGN COMPLIES WITH SECTION R405.3. |
| | A COMPLIANCE REPORT ON THE PROPOSED DESIGN SHALL BE |
| | SUBMITTED WITH THE APPLICATION FOR THE BUILDING PERMIT. |
| | COMPLIANCE REPORTS SHALL INCLUDE INFORMATION IN |
| | ACCORDANCE WITH SECTIONS R405.4.2.1 AND R405.4.2.2. |
| | WHERE THE PROPOSED DESIGN OF A BUILDING COULD BE BUILT |
| | ON DIFFERENT SITES WHERE THE CARDINAL ORIENTATION OF |
| | THE BUILDING ON EACH SITE IS DIFFERENT, COMPLIANCE OF |
| | THE PROPOSED DESIGN FOR THE PURPOSES OF THE APPLICATION |
| | FOR THE BUILDING PERMIT SHALL BE BASED ON THE |
| | WORST-CASE ORIENTATION, WORST-CASE CONFIGURATION, |
| | WORST-CASE BUILDING AIR LEAKAGE AND WORST- CASE DUCT |
| | LEAKAGE. SUCH WORST-CASE PARAMETERS SHALL BE USED AS |
| | INPUTS TO THE COMPLIANCE SOFTWARE FOR ENERGY ANALYSIS. |
| | |
| | 7) THE 2014 EDITION IS REFERENCED ON THE ATTIC |
| | VENTILATION ANALYSIS ON SHEET A-1.4.01A. PLEASE UPDATE |
| | TO THE 2017 FBC. |
| | |
| | 8) PROVIDE TWO SETS OF SITE DRAINAGE PLANS FOR THE |
| | SPECIFIC LOTS WITH THE SUBMITTAL DOCUMENTS WHEN |
| | APPLYING FOR PERMITS UNDER THE MASTER. FBC 107.2.5 THE |
| | CONSTRUCTION DOCUMENTS SUBMITTED WITH THE APPLICATION |
| | FOR PERMIT SHALL BE ACCOMPANIED BY A SITE PLAN SHOWING |
| | TO SCALE THE SIZE AND LOCATION OF NEW CONSTRUCTION AND |
| | EXISTING STRUCTURES ON THE SITE, DISTANCES FROM LOT |
| | LINES, THE ESTABLISHED STREET GRADES AND THE PROPOSED |
| | FINISHED GRADES AND, AS APPLICABLE, FLOOD HAZARD AREAS, |
| | FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT SHALL BE |
| | DRAWN IN ACCORDANCE WITH AN ACCURATE BOUNDARY LINE |
| | SURVEY. IN THE CASE OF DEMOLITION, THE SITE PLAN SHALL |
| | SHOW CONSTRUCTION TO BE DEMOLISHED AND THE LOCATION AND |
| | SIZE OF EXISTING STRUCTURES AND CONSTRUCTION THAT ARE |
| | TO REMAIN ON THE SITE OR PLOT. THE BUILDING OFFICIAL IS |
| | AUTHORIZED TO WAIVE OR MODIFY THE REQUIREMENT FOR A |
| | SITE PLAN WHEN THE APPLICATION FOR PERMIT IS FOR |
| | ALTERATION OR REPAIR OR WHEN OTHERWISE WARRANTED. |
| | FBC-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. |
| | |
| | 9) PROVIDE STRUCTURAL DETAILS FOR THE TRUSS TO WALL |
| | CONNECTIONS FOR THE OPTIONAL CUPOLA THAT IS SHOWN ON |
| | SHEETS S-2.01B,C AND S-3.00B,C. THE NOTE ON SHEET |
| | S-2.01B,C FOR THE CUPOLA STATES THAT THE TOWER |
| | STRUCTURE IS BY TRUSS SPECIALTY ENGINEER. IT APPEARS |
| | THAT THE WALLS FOR THE CUPOLA ARE TO BE HAND FRAMED ON |
| | SITE PER DETAIL S-3.00B,C. CLARIFY.FBC 107.2.1 |
| | |
| | 10) SHOW COMPLIANCE WITH FBC-R318.1 R318.1 TERMITE |
| | PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY |
| | REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED |
| | PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO |
| | WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION |
| | LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW |
| | CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE. |
| | UPON COMPLETION OF THE APPLICATION OF THE TERMITE |
| | PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL |
| | BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED |
| | PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING |
| | STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE |
| | TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. |
| | TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS |
| | ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE |
| | AND CONSUMER SERVICES. |
| | |
| | 11) FOOTING TE IN THE SCHEDULE ON SHEET S-4.00A IS 1 |
| | FOOT THICK AND ACCORDING TO SECTION 1/S-3.00A IS A |
| | MONOLITHIC SLAB. DRAWING 1/S-3.00A,B AND C SHOWS THE |
| | EXTERIOR GRADE LEVEL WITH THE FINISH FLOOR. IN ORDER TO |
| | BE A MINIMUM OF 12" BELOW GRADE AND 4" ABOVE GRADE, THE |
| | FOOTING IS REQUIRED TO BE A MINIMUM OF 16" THICK. |
| | FBC-R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE |
| | PLACED NOT LESS THAN 12 INCHES (305 MM) BELOW THE |
| | UNDISTURBED GROUND SURFACE. FBC-R404.1.6 HEIGHT ABOVE |
| | FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION WALLS |
| | SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE |
| | FOUNDATION AT ALL POINTS A MINIMUM OF 4 INCHES (102 MM) |
| | WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES |
| | (152 MM) ELSEWHERE. |
| | |
| | 12) DETAIL HOW THE RAIN WATER FROM THE SLOPED ROOF WILL |
| | BE DIVERTED AROUND THE ENTRY TOWERS SHOWN FOR MODELS B |
| | AND C. IF A ROOF CRICKET WILL BE USED PROVIDE DETAILS. |
| | FBC-R903.2.2 & FBC 107.2.1 |
| | |
| | 13) THE WIND DESIGN PRESSURES FOR COMPONENTS AND |
| | CLADDING ON SHEET S-4.00A APPEAR TO HAVE ERRORS. THE |
| | NEGATIVE PRESSURES FOR ROOF ZONES 2 AND 3 SHOULD NOT BE |
| | THE SAME. THE PRESSURES ALSO APPEAR TO BE HIGH. PROVIDE |
| | THE CALCULATIONS USED TO DETERMINE THESE PRESSURES. FBC |
| | 107.2.1.2 SINCE THE WINDOW AND DOOR PRESSURES ON THE |
| | PRODUCT APPROVALS ARE BASED ON VASD AND IN ORDER TO |
| | AVOID CONFUSION, PLEASE PROVIDE A COMPONENT AND |
| | CLADDING SCHEDULE WITH 132MPH EXPOSURE C NOMINAL VASD |
| | PRESSURES. FBC 301.2.1.3 |
| | |
| | 14) THE ROOF PLAN NOTES CALLS FOR 10D GALVANIZED COMMON |
| | NAILS. ON OTHER PLAN SHEETS 10D RING SHANK NAILS ARE |
| | SPECIFIED. CLARIFY FBC 107.2.1 |
| | |
| | 15) IT IS NOT CLEAR ON THE ROOF FRAMING PLAN |
| | S-2.01A,B,C WHICH ANCHORS ARE SPECIFIED FOR EACH OF THE |
| | TRUSSES. PLEASE REVIEW AND CLARIFY. FBC 107.2.1 |
| | |
| | 16) SUBMIT TWO SETS OF SPECIFICATIONS AND INSTALLATION |
| | INSTRUCTIONS FOR THE OUTDOOR RANGE AT THE OUTDOOR |
| | SUMMER KITCHEN. FBC 107.2.1 |
| | |
| | 17) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC |
| | 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE |
| | BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER |
| | OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH |
| | FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS |
| | AND MAXIMUM DESIGN PRESSURES FOR EACH OF THE DIFFERENT |
| | ROOFING MATERIALS, WINDOW/GLASS TYPES, STRUCTURAL |
| | MULLIONS AND EXTERIOR DOOR TYPES. |
| | |
| | 18) SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE |
| | OUTDOOR STONE VENEER FACING. FBC 107.3.4 |
| | |
| | 19) SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE OFF |
| | RIDGE ROOF VENTS (NOA 17-1031.03). FBC 107.3.4 |
| | |
| | 20) SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE 8" |
| | LINTELS. FBC 107.3.4 |
| | |
| | 21) THE PRODUCT APPROVAL NUMBERS LISTED ON THE PLANS |
| | FOR THE OVERHEAD GARAGE DOORS ARE FL NUMBERS NOT NOAS. |
| | PLEASE CORRECT. |
| | |
| | 22) THE PRODUCT APPROVALS THAT WERE SUBMITTED FOR THE |
| | ENTRY DOOR HAVE A DIFFERENT NUMBER THAN THE ONE |
| | SPECIFIED ON THE PLANS. FL17-1031.03 IS LISTED ON THE |
| | PLANS. THIS IS A NOA NUMBER NOT AN FL. THE PRODUCT |
| | APPROVAL SUBMITTED IS FL15037.3. PLEASE COORDINATE. FBC |
| | 107.2.1 |
| | |
| | 23) INDICATE THE CEMENT ROOF TILE AND ATTACHMENT METHOD |
| | THAT WILL BE USED BY MARKING THE APPROPRIATE |
| | INFORMATION ON THE PLANS. FBC 107.2.1 IF AN ADHESIVE |
| | WILL BE USED, SUBMIT THE PRODUCT APPROVAL FOR IT. FBC |
| | 107.3.4 IF A MORTAR OR ADHESIVE SET IS USED SUBMIT THE |
| | PRODUCT APPROVAL FOR THE UNDERLAYMENT TO SHOW THAT IT |
| | WILL MEET WINDLOADS. SEE INSTALLATION NOTE 6.2 ON PAGE |
| | 5 OF THE TILE PRODUCT APPROVAL. |
| | |
| | 24) SUBMIT TWO SETS OF SIGNED AND SEALED TRUSS DRAWINGS |
| | AND TRUSS LAYOUT PLANS THAT HAVE BEEN REVIEWED AND |
| | APPROVED BY THE DESIGNER OF RECORD FOR THE PROJECT. |
| | FBC-R802.10 |
| | |
| | 25) PRODUCT APPROVALS WERE SUBMITTED FOR FIXED WINDOWS |
| | (NOA NO. 17-1212.13) AND STRUCTURAL MULLIONS (NOA NO. |
| | 17-1212.24) AND NEITHER OF THESE ARE USED FOR THIS |
| | PROJECT. PLEASE CLARIFY. FBC 107.2.1 |
| | |
| | 26) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| | A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
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