| Date |
Text |
| 2019-11-05 08:13:07 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19101431 |
| | ADD: 3515 S DIXIE HWY |
| | CONT: POWER ENTERPRISE CORP |
| | TEL: 305-216-9782 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. NOV. 5TH/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) WHEN CHECKING THE STATUS OF THE CONTRACTORS LISTED |
| | FOR THIS PROJECT THE (EC) CONTRACTOR POWER ENTERPRISE |
| | CORP, QUALIFIER LAZARO FERNANDEZ, THE LICENSE IS NULL & |
| | VOID. |
| | |
| | 2) THE COVERSHEET C1.0: |
| | |
| | 2A) DETAILS A & B BOTH SHOW A NEW ACCESSIBLE RAMP WITH |
| | A NEW 6 INCH STEP. A RAMP MUST BE USED, NOT A 6 INCH |
| | STEP. PLEASE SHOW COMPLIANCE WITH THE 2017 FBC: |
| | 1003.5 ELEVATION CHANGE. WHERE CHANGES IN ELEVATION OF |
| | LESS THAN 12 INCHES EXIST IN THE MEANS OF EGRESS, |
| | SLOPED SURFACES SHALL BE USED. WHERE THE SLOPE IS |
| | GREATER THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL |
| | (5-PERCENT SLOPE), RAMPS COMPLYING WITH SECTION 1012 |
| | SHALL BE USED. WHERE THE DIFFERENCE IN ELEVATION IS 6 |
| | INCHES OR LESS, THE RAMP SHALL BE EQUIPPED WITH EITHER |
| | HANDRAILS OR FLOOR FINISH MATERIALS THAT CONTRAST WITH |
| | ADJACENT FLOOR FINISH MATERIALS. |
| | |
| | ACCESSIBILITY CODE SECTION 303.2 VERTICAL. CHANGES IN |
| | LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE |
| | VERTICAL. WHERE CHANGES IN LEVEL ARE PERMITTED IN FLOOR |
| | OR GROUND SURFACES, THEY SHALL COMPLY WITH 303. |
| | |
| | 303.2 VERTICAL. CHANGES IN LEVEL OF 1/4 INCH (6.4 MM) |
| | HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. |
| | |
| | 2B) THE COVERSHEET SHOWS 4 INCH OUTSIDE DIAMETER |
| | BOLLARDS FOR PROTECTION OF THE PEDESTRIAN WALKWAY AND |
| | RAMPED SECTIONS OF THE WALKWAY. WHAT THE PLAN DOES NOT |
| | SHOW IS COMPLIANCE FOR HANDRAILS UNDER THE |
| | ACCESSIBILITY CODE SECTION: |
| | 1014.3 HANDRAIL GRASPABILITY. REQUIRED HANDRAILS SHALL |
| | COMPLY WITH SECTION 1014.3.1 OR SHALL PROVIDE |
| | EQUIVALENT GRASPABILITY. |
| | |
| | 1014.3.1 TYPE I. HANDRAILS WITH A CIRCULAR CROSS |
| | SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN |
| | 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 |
| | MM). WHERE THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE |
| | A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 |
| | MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A |
| | MAXIMUM CROSS-SECTIONAL DIMENSION OF 21/4 INCHES (57 |
| | MM) AND MINIMUM CROSS-SECTIONAL DIMENSION OF 1 INCH (25 |
| | MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH |
| | (0.25 MM). |
| | |
| | 1014.2 HEIGHT. HANDRAIL HEIGHT, MEASURED ABOVE STAIR |
| | TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE |
| | UNIFORM, NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 |
| | INCHES. |
| | |
| | 3) SHEET A-1.01: |
| | |
| | 3A) THE BUILDING CODE ANALYSIS DOES NOT PROVIDE THE |
| | MINIMUM BUILDING TYPE FOR THIS BUILDING. PLEASE REVIEW |
| | THE 2017 FBC-B TABLES 504.3, 504.4 & 506.2. |
| | |
| | 3B)(1) THE BUILDING CODE ANALYSIS DOES NOT PROVIDE THE |
| | TRAVEL DISTANCE FOR BUILDINGS/ STORIES WITH ONE EXIT OR |
| | ACCESS TO ONE EXIT. PLEASE REVIEW THE 2017 FBC-B TABLE |
| | 1006.3.2(2). FOR BOTH MERCANTILE AND STORAGE OCCUPANCY |
| | THE TRAVEL DISTANCE FOR BUILDINGS WITH ONE EXIT IS 75 |
| | FEET. WHEN YOU TAKE THE TRAVEL DISTANCE FROM THE |
| | FURTHEST POINT IN THE WALK IN COOLER TO THE FRONT DOOR |
| | THE TRAVEL DISTANCE IS 100 FEET. PLEASE SHOW CODE |
| | COMPLIANCE WILL BE ACHIEVED. |
| | |
| | 3B)(2) PLEASE NOTE ON THE PROPOSED FLOOR PLAN IN THE |
| | UNISEX RESTROOM THE PLAN SHOWS AN EXTERIOR DOOR TO BE |
| | BLOCKED UP, THE INFILL IS TO MATCH THE EXISTING |
| | STOREFRONT. PLEASE NOTE WITHIN THIS SET OF PLANS THERE |
| | ARE NO DETAILS HOW THE INFILL IS TO OCCUR, AND BOND TO |
| | THE EXISTING CBS BLOCK WORK. 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. PLEASE SHOW COMPLIANCE WITH |
| | SECTION 2103.4 METAL REINFORCEMENT AND ACCESSORIES OF |
| | THE 2017 FBC-B, ALSO REVIEW NCMA TEK 12-2B BULLETIN ON |
| | JOINT REINFORCEMENT FOR CONCRETE MASONRY. |
| | |
| | 3C) PLEASE PROVIDE THE OVERALL DIAGONAL DISTANCE OF THE |
| | BUILDING AND ONE-HALF THAT DISTANCE WOULD BE THE |
| | MINIMUM THE 2 REQUIRED EGRESS DOORS CAN BE APART AS PER |
| | SECTION 1007.1.1 OF THE 2017 FBC-B. |
| | |
| | 3D) THE BUILDING CODE ANALYSIS DOES NOT PROVIDE A BREAK |
| | DOWN BY OCCUPANCY THE OCCUPANT LOAD FOR MERCANTILE AND |
| | FOR STORAGE OR THE TOTAL OCCUPANT LOAD FOR THE |
| | BUILDING. 2017 FBC-B TABLE 1004.1.2 |
| | |
| | 3E) THE BUILDING CODE ANALYSIS DOES NOT PROVIDE THE |
| | REQUIRED PLUMBING FIXTURE COUNT AS PER THE 2017 FBC-B |
| | TABLE 2902.1. |
| | |
| | 3F) WALK IN COOLERS ARE UNDER A SEPARATE PERMIT, WITH |
| | ASSOCIATED FEES AND REVIEWS. 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE CHAPTER 1OF THE |
| | ADMINISTRATIVE CODE SECTION 105.1 PERMITS. |
| | |
| | 3G) THE PROPOSED PLAN DOES NOT INDICATE IF THE ATM |
| | MACHINE IS NEW OR EXISTING, IS THIS MACHINE GO THROUGH |
| | THE WALL TO THE EXTERIOR? WILL A NEW OPENING IN THE |
| | WALL BE REQUIRED? 107.2.1.2. ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 3H) THE PROPOSED FLOOR PLAN DOES INDICATE THE SERVICE/ |
| | CASHIERS COUNTER IS EXISTING, NO INFORMATION IS GIVEN. |
| | COMPLIANCE WITH SERVICE COUNTERS CANNOT BE ESTABLISHED |
| | AT THIS TIME. SEE THE 2017 ACCESS. CODE: |
| | |
| | CHECK WRITING SURFACES. 904.3.3. CHECK WRITING |
| | SURFACES. WHERE PROVIDED, CHECK WRITING SURFACES SHALL |
| | COMPLY WITH 902.3. |
| | |
| | WORK SURFACES. 902.3 HEIGHT. THE TOPS OF WORK SURFACES |
| | SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE |
| | THE FINISH FLOOR OR GROUND. |
| | |
| | DISPROPORTIONATE COST. PLEASE PROVIDE A LETTER EITHER |
| | FROM THE CONTRACTOR OR DESIGNER OF RECORD ON THEIR |
| | LETTERHEAD WHERE UP TO 20 % OF THE CONTRACT VALUE IS |
| | GOING TO BE SPENT IN ACCESSIBLE UPGRADES TO THE |
| | PROJECT. IF ALL EXISTING CONDITIONS ARE COMPLETED |
| | (COMPLIED) BEFORE DISPROPORTIONATION COST IS MET A |
| | LETTER IS NOT REQUIRED. SHOW COMPLIANCE WITH THE: |
| | 2017 FBC-ACCESSIBILITY CODE SECTION 202.4.1 |
| | DISPROPORTIONATE COST. ALTERATIONS MADE TO PROVIDE AN |
| | ACCESSIBLE PATH OF TRAVEL TO THE ALTERED AREA WILL BE |
| | DEEMED DISPROPORTIONATE TO THE OVERALL ALTERATION WHEN |
| | THE COST EXCEEDS 20% OF THE COST OF THE ALTERATION TO |
| | THE PRIMARY FUNCTION AREA. COSTS THAT MAY BE COUNTED AS |
| | EXPENDITURES REQUIRED TO PROVIDE AN ACCESSIBLE PATH OF |
| | TRAVEL MAY INCLUDE: (I) COSTS ASSOCIATED WITH PROVIDING |
| | AN ACCESSIBLE ENTRANCE AND AN ACCESSIBLE ROUTE TO THE |
| | ALTERED AREA; (II) COSTS ASSOCIATED WITH MAKING |
| | RESTROOMS ACCESSIBLE, SUCH AS INSTALLING GRAB BARS, |
| | ENLARGING TOILET STALLS, INSULATING PIPES, OR |
| | INSTALLING ACCESSIBLE FAUCET CONTROLS; (III) COSTS |
| | ASSOCIATED WITH PROVIDING ACCESSIBLE |
| | |
| | 4) SHEET A-1.03: |
| | |
| | 4A) PLEASE NOTE THE CGC WILL NEED TO SUB-CONTRACT THE |
| | ROOFING TO A ROOFING CONTRACTOR. UNDER FLORIDA STATUTE |
| | 489.113 (3)(G) NO GENERAL, BUILDING OR RESIDENTIAL |
| | CONTRACTOR CERTIFIED AFTER 1973 SHALL ACT AS, HOLD |
| | HIMSELF OR HERSELF OUT TO BE OR ADVERTISE HIMSELF OR |
| | HERSELF TO BE A ROOFING CONTRACTOR UNLESS HE OR SHE IS |
| | CERTIFIED OR REGISTERED AS A ROOFING CONTRACTOR. |
| | |
| | 4B) THE DETAIL 03 THE PROPOSED ROOFING PLAN DOES |
| | PROVIDE A MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) NUMBER |
| | 15-1008.01 WHICH IS EXPIRED. THERE IS A NEWER NOA FOR A |
| | REPLACEMENT, NOA: 15-1020.06 WHICH EXPIRES ON |
| | 11/06/2023. THIS NOA IS COMPRISED OF 112 PAGES. |
| | |
| | 4C) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF |
| | THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 4D) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY |
| | ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES |
| | FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL |
| | LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF |
| | ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR |
| | BOTH INSULATION & THE BASE SHEET AS CALCULATED IN |
| | COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117. |
| | CALCULATION PREPARED, SIGNED AND |
| | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR |
| | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | |
| | 5) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
