| Date |
Text |
| 2019-08-26 07:00:20 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19080334 |
| | ADD: 416 CLEMATIS ST. |
| | CONT: MONTIERRE DEVELOPMENT |
| | TEL: 407-562-6311 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. AUGUST 20, 2019 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET LIST THE PROJECT DATA. THE PLAN |
| | INDICATES THIS NEW TENANT SPACE IS TO BE A BUSINESS |
| | OCCUPANCY. CURRENTLY THE SPACE IS A DRUG STORE WHICH IS |
| | A MERCANTILE OCCUPANCY. PLEASE SEE CHAPTER 10 OF THE |
| | EXISTING BUILDING CODE SECTION 1001.2.2.1 FOR PARTIAL |
| | CHANGE OF OCCUPANCY REQUIREMENTS. WHERE A PORTION OF A |
| | BUILDING IS CHANGING OCCUPANCIES SECTION 1012 OF THE |
| | EXISTING BUILDING CODE SHALL APPLY. |
| | 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. |
| | 2) THE SHEET A-1 SHOWS A PROPOSED BEAUTY SHOP/ HAIR |
| | STYLING SHOP WITH AN OCCUPANT LOAD OF 14 PEOPLE. NO |
| | LIFE SAFETY PLAN WAS SUBMITTED SHOWING THE EGRESS PATH |
| | FOR THIS TENANT SPACE. SHEET E-1 SHOWS AN EXIT LIGHT AT |
| | THE NEW EXTERIOR DOOR OPENING ON CLEMATIS ST. PLEASE |
| | SEE DOOR 2 & 5 BOTH ARE MANUALLY SLIDING DOORS, THEY |
| | CANNOT BE THE REQUIRED EGRESS DOORS. DOOR # 8 WILL HAVE |
| | TO BE THE EGRESS DOOR WITH EXIT LIGHT. |
| | PLEASE REVIEW THE 2017 FBC-B SECTION 1010.1.2. |
| | EXCEPTION # 9. EXCEPTION 9. IN OTHER THAN GROUP H |
| | OCCUPANCIES, MANUALLY OPERATED HORIZONTAL SLIDING DOORS |
| | ARE PERMITTED IN A MEANS OF EGRESS FROM SPACES WITH AN |
| | OCCUPANT LOAD OF 10 OR LESS. |
| | 3A) SHEET A1 DETAIL 1 SHOWS THE TENANT WALLS EXTENDING |
| | UP HALFWAY TO THE CEILING. THE SCALE ON THE DRAWING |
| | INDICATES 1 ? INCH = 1 FOOT. IT WOULD APPEAR THIS IS A |
| | TYPO AND THE SCALE SHOULD READ ? INCH SCALE EQUALS 1 |
| | FOOT. DISCREPANCY IN PLAN. 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | 3B) SHEET A1 DETAIL 1 SHOWS THE TENANT WALLS EXTENDING |
| | UP HALFWAY TO THE CEILING. ABOVE THIS AREA THE AIR |
| | COMMUNICATES WITH THE EXIT CORRIDOR AND OTHER TENANT |
| | SPACES. IN THE 2017 FBC-B SECTION 2801.1. MECHANICAL |
| | APPLIANCES, EQUIPMENT AND SYSTEMS SHALL BE CONSTRUCTED, |
| | INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, MECHANICAL. IN THE MECHANICAL CODE UNDER |
| | VENTILATION TABLE 403.3.1.1 SPECIALTY SHOPS PLEASE SEE |
| | BEAUTY SALON REQUIREMENTS (SEE FOOTNOTE B) FOR |
| | VENTILATION AND IF MANICURES AND OR PEDICURE STATIONS |
| | SOURCE CAPTURE SYSTEMS ARE REQUIRED AT EACH STATION, |
| | SEE FOOTNOTES B & H. FOOTNOTE B STATES MECHANICAL |
| | EXHAUST REQUIRED AND THE RECIRCULATION OF AIR FROM SUCH |
| | SPACES IS PROHIBITED. RECIRCULATION OF AIR THAT IS |
| | CONTAINED COMPLETELY WITHIN SUCH SPACES SHALL NOT BE |
| | PROHIBITED (SEE SECTION 403.2.1, ITEM 3). |
| | 3C) SHEET A1 DETAIL 1 SHOWS THE TENANT WALLS EXTENDING |
| | UP HALFWAY TO THE CEILING. THE PLAN DOES NOT SHOW HOW |
| | THE TENANT SEPARATION WALLS ARE GOING TO BE PERMANENT |
| | AND NO FLEXING AND LEANING. 2017 FBC-B 1604.3 |
| | SERVICEABILITY. STRUCTURAL SYSTEMS AND MEMBERS THEREOF |
| | SHALL BE DESIGNED TO HAVE ADEQUATE STIFFNESS TO LIMIT |
| | DEFLECTIONS AND LATERAL DRIFT. |
| | 1604.3.1 DEFLECTIONS. THE DEFLECTIONS OF STRUCTURAL |
| | MEMBERS SHALL NOT EXCEED THE MORE RESTRICTIVE OF THE |
| | LIMITATIONS OF SECTIONS 1604.3.2 THROUGH 1604.3.5 OR |
| | THAT PERMITTED BY TABLE 1604.3. |
| | 3D) SHEET A1 DETAIL 1 SHOWS NEW DRYWALL BEAMS SEE |
| | DETAIL 2/ A2. THIS DETAIL INDICATES THE NEW DRYWALL |
| | BEAMS ARE TO BE 10 INCHES TALL AND 2 FEET WIDE. THE |
| | CHARTS FROM THE STEEL STUD MANUFACTURERS ASSOCIATION |
| | SHOWS THE LARGEST CEILING SPAN MEMBERS AS 600S162 WHEN |
| | AT 2 FEET ON CENTER AND THICKNESS IN (43MILS) A SPAN OF |
| | 15 FEET 2 INCHES AND ALLOWABLE DEFLECTION OF L/240. THE |
| | SAME SIZE FRAMING MEMBER AT 16 INCHES ON CENTER A SPAN |
| | OF 16 FEET 11 INCHES AND IF THE SPACING IS AT 12 INCHES |
| | ON CENTER A SPAN OF 18 FEET 4 INCHES WHEN THERE IS NO |
| | SUPPORT AT THE MID-POINT. PLEASE PROVIDE WHERE YOU ARE |
| | GETTING YOUR SPAN INFORMATION FROM? 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED. 2017 FBC-B 2211.1. |
| | 3E) SHEET A-1 WALL LEGEND SHOWS WALL TYPE A, SEE |
| | SECTION 1/ A-2. THIS DETAIL SHOWS A NEW ALCOVE SET BACK |
| | FROM THE FRONT STOREFRONT, A NEW ENTRY. WHAT SHEET A-1 |
| | NOR SHEET A-2 SHOW IS THE NEW WHAT APPEARS TO BE NEW |
| | CONCRETE COLUMNS JUST TO THE WEST OF THIS NEW ALCOVE? |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED AS TO THE |
| | SIZE OF THE CONCRETE COLUMN, REBAR SIZE, AND AMOUNT OF |
| | VERTICAL REBAR AND AT WHAT CENTER AND SIZE OF HOOPS FOR |
| | THIS COLUMN AS WELL AS EMBEDMENT INTO THE SLAB AND |
| | CONCRETE BEAM ABOVE. |
| | 3F) SHEET A-2 SHOWS 3 DETAILS, 3, 4 & 5. DETAIL 5 SHOWS |
| | THE USE OF (2) 2X6 BUCKS BEING FASTENED TO STEEL BEAM |
| | AND COLUMNS WITH 2 INCH CREWS AT 12 INCHES ON CENTER. |
| | 3F)(1) IS THE 2X6 BUSKS TO BE RIPPED DOWN TO BE A FULL |
| | 4 INCHES WIDE TO BE THE SAME WIDTH AS THE 4 INCH STEEL |
| | BEAM? OR IS THIS A TYPO? 107.2.1.2 ADDITIONAL |
| | INFORMATION REQUIRED. |
| | 3F)(2) DETAILS 3 AND 4 DO NOT SHOW THE INSTALLATION OF |
| | A DOUBLE BUCK ATTACHED TO THE STEEL BEAM OR COLUMN. |
| | 107.2.1.2 ADDITIONAL INFORMATION REQUIRED. |
| | 3F) IN DETAIL #4 & 5 IT APPEARS THE BOTTOM PLATE IS TO |
| | BE TURNED SIDEWAYS, THE QUESTION IS THE BOTTOM STEEL |
| | PLATE SUPPOSE TO SIT ON TOP OF THE CONCRETE FLOOR OR BE |
| | SUNKEN, IF SO HOW MUCH? 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | 4) SHEET A-2 SHOWS THE USE OF WELDED AND BOLTED |
| | CONNECTIONS. THE CONTRACTOR IS REQUIRED TO PROVIDE WELD |
| | PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. IN ACCORDANCE WITH THE |
| | AMERICAN WELDING SOCIETY. |
| | 2017 FBC-B 2204.1 WELDING |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS |
| | FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING |
| | INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU. |
| | 5) 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS |
| | |
| | 6) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| | RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| | IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| | MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1 |
| | INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN |
| | ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS. |
| | FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH |
| | INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM |
| | LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 7) 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. |
| | |
| | 8) ASBESTOS: IN ACCORDANCE WITH SECTION 553.79 F. S. |
| | THIS IS TO ADVISE YOU OF THE OWNERS OR OPERATORS? |
| | RESPONSIBILITY TO COMPLY WITH THE STATE & FEDERAL |
| | ASBESTOS REGULATIONS, INCLUDING SECTION 376.60 F. S. |
| | AND CFR 61- NESHAP REQUIREMENTS. REQUIREMENTS INCLUDE- |
| | ASBESTOS SURVEYS AND SUBMISSION OF WRITTEN NOTIFICATION |
| | TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION PRIOR TO: |
| | * DEMOLITION OF ALL REGULATED STRUCTURES; |
| | * MOST RENOVATION ACTIVITIES IN REGULATED STRUCTURES |
| | WHERE ASBESTOS IS DISTURBED OR REMOVED. |
| | NON-COMPLIANCE MAY RESULT IN SEVERE MONETARY PENALTY. |
| | |
| | FOR FURTHER INFORMATION IN PALM BEACH COUNTY, CONTACT |
| | THE DIVISION OF ENVIRONMENTAL HEALTH AND ENGINEERING |
| | HRS/ PALM BEACH COUNTY PUBLIC HEALTH UNIT |
| | (DIVISION OF ENGINEERING SCIENCE & ENGINEERING AIR |
| | POLLUTION CONTROL SECTION) |
| | |
| | 901 EVERNIA STREET |
| | WEST PALM BEACH, FL 33401 |
| | (561) 355-3070 |
| | |
| | 9) PLANS REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. |
| | CALL (561) 233-5025. UPON APPROVAL, YOU MAY CHECK OUT |
| | ONE PLAN SET AND TAKE TO THAT OFFICE FOR REVIEW. PLEASE |
| | RETURNED STAMPED AND WITH A COPY OF THE RECEIPT AS |
| | APPLICABLE. PLEASE PROVIDE THE MUNICIPAL IMPACT FEE |
| | QUESTIONNAIRE FORM TO THE PBC IMPACT FEE OFFICE. THE |
| | FORM CAN BE FOUND AT: |
| | HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRATION/PDF/IMPAC |
| | TFEES/FORMS/QUESTIONNAIRE.PDF |
| | |
| | 10) 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] |
| | |
| | |
| 2019-08-20 14:52:49 | BUILDING REVIEW IN PROGRESS. |
| | J. WITMER |
