| 2019-12-10 07:47:20 | BUILDING PLAN REVIEW |
| | W.P.B. REVISION: 19111029 |
| | W. P. B. PERMIT: 15100707 (2014 FBC-B) |
| | ADD: 831 BELVEDERE RD. |
| | CONT: AJS BUILDING & RENOVATIONS, INC. |
| | TEL: (407)298-9700 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: MON. DEC. 09/2019 |
| | ACTION: DENIED |
| | |
| | 1A) THE ORIGINAL PERMIT WAS ISSUED WITH THE BUILDING |
| | TYPE II-B WITH THE UNDERSTANDING THERE WERE NO |
| | COMBUSTIBLES IN THE EXTERIOR WALLS AND ROOF FRAMING AND |
| | DECK. THE PLANS/ REVISION SHOWS THE BUILDING TYPE AS |
| | TYPE III-B CONSTRUCTION. PLEASE PROVIDE THE 2 HOUR |
| | PROTECTION FOR THE EXTERIOR BEARING WALLS, AND THE ROOF |
| | FRAMING MEMBERS AND SECONDARY MEMBERS A 1 HOUR FIRE |
| | PROTECTION. THIS BUILDING QUALIFIES AS A MINIMUM TYPE |
| | V-B FOR BOTH BUSINESS AND S-2 OCCUPANCIES, NO FIRE |
| | RATING IS REQUIRED. IF THE DESIGNER OF RECORD WANTS TO |
| | DESIGN TO A MORE RESTRICTIVE BUILDING CONSTRUCTION TYPE |
| | THEY MAY BUT SHOW COMPLIANCE FOR A III-B BUILDING. 2014 |
| | FBC-B TABLE 503. |
| | |
| | 1B) SHEET A-1 SHOWS AN ACCESSIBLE PARALLEL PARKING |
| | SPACE AND ACCESS AISLE, DETAILS FOUND ON SHEET A-6. THE |
| | DETAILS AS SHOWN ON SHEET A-6 DOES NOT HAVE THE SAME |
| | CONFIGURATION AS THE COVERSHEET. PLEASE PROVIDE THE |
| | SAME CONFIGURATION AS THE COVERSHEET IS THAT IS GOING |
| | TO BE APPLIED AT THE JOBSITE. INCLUDE THE ACCESS AISLE |
| | CONFIGURATION ALL THE WAY TO THE BUILDING. IS THERE A |
| | SIDEWALK IN FRONT OF THE BUILDING, IF SO SHOW THE |
| | DROPPED ENTRY POINT OF THE SIDEWALK AND THE LOCATION OF |
| | BOTH TENANTS, THE DRY CLEANERS AS WELL AS THE NEW |
| | BUSINESS OFFICE. PLEASE SHOW COMPLIANCE WITH MARKING OF |
| | THE ACCESS AISLE AND ACCESSIBLE PARKING SPACE WITH THE |
| | CITY OF WEST PALM BEACH MUNI CODE. CITY ACCESSIBLE |
| | PARKING STANDARD. AN ACCESSIBLE PARKING SPACE AND |
| | ACCESS AISLE, PLEASE SEE THE 2017 FBC-ACCESSIBILITY |
| | CODE 502.3.3 MARKING. ACCESS AISLES SHALL BE MARKED SO |
| | AS TO DISCOURAGE PARKING IN THEM. THE ACCESS AISLE MUST |
| | BE STRIPED DIAGONALLY TO DESIGNATE IT AS A NO-PARKING |
| | ZONE. |
| | |
| | ADVISORY 502.3.3 MARKING. THE METHOD AND COLOR OF |
| | MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT MAY |
| | BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS. |
| | BECAUSE THESE REQUIREMENTS PERMIT THE VAN ACCESS AISLE |
| | TO BE AS WIDE AS A PARKING SPACE, IT IS IMPORTANT THAT |
| | THE AISLE BE CLEARLY MARKED. FLORIDA |
| | LAW, S.553.5041(5)(C)1., REQUIRES DIAGONAL STRIPING OF |
| | ACCESS AISLES. |
| | THE CITY OF W. P. B. MUNI CODE ARTICLE XV 94-485 |
| | PARKING PROVIDES A DOUBLE LINED DIMENSIONED PARKING |
| | STALL DETAIL. |
| | |
| | 2) SHEET A3: |
| | 2A) SHEET A3 THE RESTROOMS BACK WALL MEASURES 7 FEET 1 |
| | INCH WHEREAS THE DETAIL OF THE RESTROOM ON A-6 SHOWS |
| | THE BACK WALL MEASUREMENT OF 7 FEET 6 INCHES, A |
| | DISCREPANCY IN PLANS. 107.2.1.2. ADDITIONAL INFORMATION |
| | WILL BE REQUIRED. |
| | |
| | 2B) THE FLOOR PLAN SHOWS A INFILL WALL TYPE WT2 IS A |
| | ONE HOUR FIRE WALL WITH A 90 MINUTE DOOR. PLEASE REVIEW |
| | IN THE 2014 FBC-B TABLE 508.4 AND BETWEEN A S2 AND B |
| | OCCUPANCY A 2 HOUR FIRE RATING FOR A NON-SPRINKLERED, |
| | PLEASE UPDATE PLANS FOR A 2 HOUR FIRE RATED ASSEMBLY. |
| | |
| | 2C) THE FLOOR PLAN INDICATES THE REMOVAL OF 4 WOODEN |
| | POST, THERE IS NO EXPLANATION IF THESE POST ARE PART OF |
| | THE ROOF FRAMING SYSTEM, HAND FRAMED ROOF WITH ROOF |
| | RAFTERS AND CEILING JOIST AND A CARRYING WOOD BEAM |
| | ABOVE THE CEILING? 107.2.1.2 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 2D) THERE IS A NOTE ON THE PLANS INDICATING THE ROOF |
| | RAFTERS ARE RE-ENFORCED WITH NEW BEAM SUPPORTS SEE |
| | STRUCTURAL DRAWINGS PG-2. THERE ARE NO SUCH DRAWINGS |
| | INCLUDED IN THIS PACKAGE. THERE ARE 2 STRUCTURAL SHEETS |
| | BY ALTAN RIZA P.E. NOT LABELED AS TO SHEET 1, SHEET 2 |
| | OR ANY OTHER IDENTIFIERS. 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 2E) THERE IS A SECOND STRUCTURAL NOTE ON THE EXISTING |
| | STORAGE UNIT IN THE FRONT OF THE BUILDING STATING NEW |
| | ROOF FRAMING WITH 3 FOOT HIGH PARAPET WALL SEE |
| | STRUCTURAL DRAWINGS PG-5. THERE ARE 2 STRUCTURAL SHEETS |
| | BY ALTAN RIZA P.E. NOT LABELED AS TO SHEET 1, SHEET 2 |
| | OR ANY OTHER IDENTIFIERS. 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | 2F) THE EXISTING STORAGE UNIT ON THE FRONT OF THE |
| | BUILDING INDICATES THE REMOVAL OF THE EXISTING ROOF |
| | FRAMING AND ROOF DECK. THERE IS NO REFERENCE TO THE |
| | TYPE OF ROOF SHEATHING FOR THE NEW ROOF DECK, NOR IS |
| | THERE ANY REFERENCE TO THE TYPE OF ROOFING MATERIALS TO |
| | MAKE THE ROOF WEATHER TIGHT. 107.2.1.2. ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 2G) THE EXISTING STORAGE UNIT ON THE FRONT OF THE |
| | BUILDING INDICATES THE REMOVAL OF THE EXISTING ROOF |
| | FRAMING AND ROOF DECK. UNDER THE ORIGINAL PERMIT THE |
| | STRUCTURAL ENGINEER HAD SUPPLIED THE DESIGN PRESSURES |
| | FOR THE COMPONENTS AND CLADDING FOR WALL ZONES 4 & 5, |
| | BUT NOT FOR ROOF ZONES 1, 2, AND 3. WITH THE NEW FLAT |
| | ROOF AND ROOF OVERHANG PLEASE PROVIDE THE WIND DESIGN |
| | CRITERIA AND ASSOCIATED PRESSURES FOR THE ROOF ZONES 1, |
| | 2, AND 3 AS WELL AS THE OVERHANG. 2014 FBC-B 1603.1.4 |
| | WIND DESIGN DATA. |
| | |
| | 2H) THE EXISTING STORAGE UNIT ON THE FRONT OF THE |
| | BUILDING INDICATES A NEW OPENING IN THE BLOCK WALL |
| | REMOVAL OF BLOCK AND NEW VERTICAL STEEL 1 # 5 ON EACH |
| | SIDE OF THE NEW OPENING BUT THE PLANS ARE SILENT AS TO |
| | HOW FAR THE REBAR HAS TO BE EMBEDDED INTO THE FOOTING |
| | BELOW AND THE BEAM ABOVE TO BE CONSIDERED PART OF THE |
| | MWFRS, (MAIN WIND FORCE RESISTING SYSTEM). |
| | |
| | 2I) 2014 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 (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, |
| | (G) PRE-ENGINEERED A/C STANDS |
| | TO DATE THERE HAS BEEN NO PRODUCT APPROVALS SUBMITTED |
| | FOR THE ABOVE LISTED COMPONENTS AND CLADDING. |
| | |
| | 2J) IDENTIFY GLAZING/ MULLIONS. THE SUBMITTED PRODUCT |
| | APPROVALS THE ELEMENTS LISTED BELOW ARE NOT IDENTIFIED. |
| | 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. |
| | |
| | 2K) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03 |
| | 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.. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 2L) 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. |
| | |
| | 2M) THE ROOF TOP A/C STAND A PRODUCT APPROVAL EITHER A |
| | MIAMI-DADE NOA OR STATE APPROVAL TO BE REVIEWED BY THE |
| | DESIGNER OF RECORD. PLEASE IDENTIFY THE FOLLOWING |
| | REQUIREMENTS CALCULATING THE AREA (SIDE VIEW) OF THE |
| | ROOF TOP COMPRESSORS, CONFIGURATION ON STAND, THE MEAN |
| | ROOF HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT, |
| | CIRCLED THE DESIGN PARAMETERS IN THE TABLES, ANCHORS |
| | AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE STAND AND |
| | THE STAND TO THE ROOF. THE PRODUCT APPROVAL IS TO BE |
| | REVIEWED BY THE DESIGNER OF RECORD, APPROVED BEFORE |
| | SUBMISSION TO THE BUILDING DEPARTMENT. |
| | 2M) SHEET A3 SHOWS A NEW KITCHEN SINK AND BASE CABINETS |
| | AND COUNTERTOP. THE SUBMITTED REVISION DOES NOT SHOW |
| | COMPLIANCE WITH THE 2014 ACCESSIBILITY CODE SECTIONS: |
| | 2014 FBC-ACCESSIBILITY CODE 606.2 CLEAR FLOOR SPACE. A |
| | CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR A |
| | FORWARD APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING |
| | WITH 306 SHALL BE PROVIDED. |
| | EXCEPTIONS: |
| | 1.A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE |
| | PERMITTED TO A KITCHEN SINK, IN A SPACE WHERE A COOK |
| | TOP OR CONVENTIONAL RANGE IS NOT PROVIDED, AND TO WET |
| | BARS. |
| | |
| | 2014 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. |
| | |
| | 2014 FBC-ACCESSIBILITY CODE 606.4 FAUCETS. CONTROLS FOR |
| | FAUCETS SHALL COMPLY WITH 309. HAND-OPERATED METERING |
| | FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. |
| | |
| | 2014 FBC-ACCESSIBILITY CODE 606.5 EXPOSED PIPES AND |
| | SURFACES. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES |
| | AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO |
| | PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR |
| | ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. |
| | 2014 FBC-ACCESSIBILITY CODE 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. |
| | 3) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY AND STAPLE INTO 2 COMPLETE SETS OF PLANS, NO |
| | LOOSE PLANS. 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] |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |