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2019-02-05 07:23:41 | 2017 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 19010326 |
| ADD: 1921 S DIXIE HWY |
| CONT: ANDERSON MOORE CONSTRUCTION |
| TEL: 561-348-4805 |
| E-MAIL: [email protected] |
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| 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
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| 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. |
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| 1ST REVIEW |
| DATE: MON. FEB. 04/2019 |
| ACTION: DENIED |
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| 1) SHEET AD1.1 SHOWS ON THE FRONT OF THE BUILDING THE |
| REMOVAL OF EXISTING WINDOWS (D1) AND THE REMOVAL OF |
| TERRA COTTA BLOCK BENEATH THE WINDOW FRAME (D9) FOR THE |
| NEW STOREFRONT OPENING. SHEET 017_A7.0.2 SHOWS AN |
| EXTERIOR STOREFRONT ELEVATION DETAIL 3/ A7.03. IN THIS |
| DETAIL BELOW THE WINDOW IT SHOWS CONCRETE BLOCKWORK AND |
| A NEW REINFORCED CONCRETE SILL. PLEASE SPECIFY IN THE |
| DEMO SHEET IF THE TERRA COTTA BLOCK BENEATH THE OLD |
| WINDOW OPENING IS TO BE REMOVED? 107.2.1.2 ADDITIONAL |
| INFORMATION IS REQUIRED. |
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| 2A) SHEET 027_S3.1 SECTION 4 FOR A NEW WALL OPENING. |
| THE PLAN SHOWS 2 NEW COLUMNS AND 2 NEW BEAMS. ABOVE THE |
| UPPER BEAM THERE IS A NOTE, EXISTING TERRA COTTA IS TO |
| REMAIN. SHORE EXISTING WALL AS REQUIRED FOR NEW |
| OPENING. PLEASE PROVIDE ADDITIONAL INFORMATION, ARE THE |
| 2 COLUMNS TO BE FORMED AND POURED FIRST, THEN SHORE UP |
| THE PORTION TO REMAIN AND BUILD THE BEAM UP BENEATH |
| WITH REINFORCEMENT? 107.2.1.2 |
| ADDITIONAL INFORMATION IS REQUIRED FOR THE SEQUENCING |
| OF WORK TO KEEP THE TERRA COTTA IN PLACE WHILE WORK IS |
| BEING COMPLETED ON BOTH SIDES OF IT AND BENEATH THE |
| TERRA COTTA. |
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| 2B) IN THIS SAME DETAIL THERE IS A CROSS HATCHED |
| SECTION OF WALL BENEATH A LOWER BEAM, DOES THIS ALSO |
| REPRESENT TERRA COTTA? BENEATH THIS AREA THERE IS A |
| SECTION SHOWN WITH NOTHING, NOT HATCHED, WHAT DOES THIS |
| REPRESENT? 107.2.1.2 ADDITIONAL INFORMATION REQUIRED. |
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| 3) SHEET S1.2 AND S3.1 BOTH SHOW BOLTED AND WELDED |
| CONNECTIONS. PLEASE HAVE A 3RD PARTY ENGINEER DO A |
| JOBSITE INSPECTION OF ALL BOLTED AND WELDED STEEL |
| CONNECTIONS, ALL OTHER INSPECTIONS WILL BE ACCOMPLISHED |
| BY CITY INSPECTORS. |
| WELDED OR 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. |
| 2017 FBC-B 2204.1 WELDING |
| 2017 FBC-B 2204.2 BOLTING. |
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| 4) 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, MULLIONS & ROOF HATCHES. |
| (B) WINDOWS & MULLIONS |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES |
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| 5) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE |
| DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| JURISDICTIONAL APPROVAL. |
| FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| SHOP DRAWINGS ETC.. |
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| DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| REVIEW. |
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| 6) 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. |
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| 7) 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. 2014 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. |
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| 8) THRESHOLDS ACCESS. CODE 404.2.5. THRESHOLDS, IF |
| PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH |
| MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT |
| DOORWAYS SHALL COMPLY WITH 302 AND 303. |
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| 9) 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. |
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| 10) SHEET 026_S2.1 COMPONENTS AND CLADDING WIND DESIGN |
| PRESSURES INDICATE THE SAME PRESSURES FOR ROOF ZONES 2 |
| & 3. THE PARAPET IS ONLY 3 FEET TALL ON THE EAST SIDE |
| OF THE BUILDING AND A PORTION OF THE SOUTH SIDE OF THE |
| BUILDING, TO TAKE THE REDUCED FACTOR FOR ROOF ZONE 3 |
| THE PARAPET NEEDS TO BE A MINIMUM OF 3 FEET TALL AROUND |
| ALL OF THE PERIMETER OF THE BUILDING. PALM BEACH COUNTY |
| ARIAL MAPS SHOW THERE IS NO 3 FOOT ALL THE WAY AROUND |
| THE PERIMETER OF THIS BUILDING. |
| |
| ASCE 7-10 FIGURE 30.4-2A. FOOTNOTE 5. IF A PARAPET IS |
| EQUAL TO OR HIGHER THAN 3 FEET IS PROVIDED AROUND THE |
| PERIMETER OF THE ROOF WITH 0<7 DEGREES THE NEGATIVE |
| VALUE OF GCP IN ZONE 3 SHALL BE EQUAL TO THOSE IN ZONE |
| 2 AND THE POSITIVE VALUES OF GCP IN ZONES 2 AND 3 SHALL |
| BE EQUAL TO THOSE IN WALL ZONES 4 AND 5 RESPECTIVELY, |
| SEE FIGURE 30.4-1. |
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| 11) THE VALUE OF THIS PERMIT IS STATED AT $738,000.00 |
| DOLLARS IN VALUE. PLEASE ON THE CONTRACTORS LETTER HEAD |
| INDICATE WHERE 20% OF THIS VALUE ($147,600.00) IS BEING |
| SPENT IN ACCESSIBILITY UPGRADES. PLEASE NOTE IN THE |
| ORDER THAT THE MONIES ARE TO BE SPENT, THERE IS A NOTE |
| ON THE SITE PLAN NOT IN THE SCOPE OF WORK, AND AN |
| ACCESSIBLE PARKING LOT WOULD BE THE LAST ITEM WHERE |
| MONIES WOULD NEED TO BE SPENT. |
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| 2017 FBC-ACCESSIBILITY CODE 202.4.2 ACCESSIBLE FEATURES |
| IN THE EVENT OF DISPROPORTIONALITY. WHEN THE COST OF |
| ALTERATIONS NECESSARY TO MAKE THE PATH OF TRAVEL TO THE |
| ALTERED AREA FULLY ACCESSIBLE IS DISPROPORTIONATE TO |
| THE COST OF THE OVERALL ALTERATION, THE PATH OF TRAVEL |
| SHALL BE MADE ACCESSIBLE TO THE EXTENT THAT IT CAN BE |
| MADE ACCESSIBLE WITHOUT INCURRING DISPROPORTIONATE |
| COSTS. IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO |
| PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE ELEMENTS |
| THAT WILL PROVIDE THE GREATEST ACCESS, IN THE FOLLOWING |
| ORDER: (I) AN ACCESSIBLE ENTRANCE; (II) AN ACCESSIBLE |
| ROUTE TO THE ALTERED AREA; (III) AT LEAST ONE |
| ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE UNISEX |
| RESTROOM; (IV) ACCESSIBLE TELEPHONES; (V) ACCESSIBLE |
| DRINKING FOUNTAINS; AND (VI) WHEN POSSIBLE, ADDITIONAL |
| ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE, AND |
| ALARMS. |
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| 12) NEITHER THE LIFE SAFETY PLAN NOR THE FLOOR PLAN |
| A1.1.2. SHOW IF THE FRONT OR REAR EGRESS DOORS ARE AN |
| ACCESSIBLE EGRESS. |
| |
| 2017 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF |
| EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE |
| INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001 |
| SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL |
| BUILDING CODE (2003 EDITION). |
| 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS |
| IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY |
| ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE |
| SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS. |
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| 13) SHEET 010_A1.1.2. IN THE TENANT SPACE 117 IN THE |
| CORRIDOR 118 WHERE THE ACCESSIBLE DRINKING FOUNTAINS |
| ARE LOCATED PLEASE PROVIDE COMPLIANCE WITH THE: |
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| 2017 FBC-ACCESSIBILITY CODE SECTION 305.7MANEUVERING |
| CLEARANCE. WHERE A CLEAR FLOOR OR GROUND SPACE IS |
| LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR |
| PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCE |
| SHALL BE PROVIDED IN ACCORDANCE WITH 305.7.1 AND |
| 305.7.2. |
| 304.3 SIZE. TURNING SPACE SHALL COMPLY WITH 304.3.1 OR |
| 304.3.2. |
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| 14) SHEET 022_A10.1.1. DETAIL # 5, UNDER COUNTER SINK, |
| PLEASE SHOW COMPLIANCE WITH THE: |
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| 2017 FBC-ACCESSIBILITY CODE SECTION 606.3 HEIGHT. |
| LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT |
| OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES |
| MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
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| 15) 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. |
| |
| JAMES A. WITMER BN, PX, SFP, 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 |
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