| Date |
Text |
| 2020-02-24 14:20:19 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20010941 |
| | ADD: 5300 45TH ST. |
| | CONT: TBD / TO BE DETERMINED |
| | TEL: 856-6655 / CONTACT: NEYITA LEIVA |
| | E-MAIL: NEYITA@/PS01.NET |
| | |
| | 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: MON. FEB. 24TH/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) THE PERMIT APPLICATION INDICATES THE ADDRESS AS 5300 |
| | 45TH ST. AND WITHIN THE TITLEBLOCK. WHEN VIEWING THIS |
| | ADDRESS ON GOOGLE MAPS THERE APPEARS TO BE 4 TENANTS |
| | A-D. THE DEMOLITION PLAN IT WOULD APPEAR THE EXISTING |
| | TIRE SHOP IS GOING TO REMAIN. HOW WILL THE TENANT |
| | ADDRESSES BE IDENTIFIED? |
| | 2017 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW AND |
| | EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED |
| | ADDRESS IDENTIFICATION. |
| | |
| | 2) THE DEMOLITION SHEET A1.7 SHOWS INTERIOR TENANT |
| | SEPARATION WALLS BEING REMOVED BUT THE NOTE TAG # 22 |
| | INDICATES THIS IS AN EXISTING GREASE TRAP TO REMAIN. |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED, IT |
| | APPEARS THERE IS A TYPO. AN EXISTING GREASE TRAP IS |
| | NOTED ON THE PLANS BUT NOT SHOWN. |
| | |
| | 3A) SHEET A0.1 CODE COMPLIANCE INFORMATION SHEET AND |
| | SHEET A1.5 THE EGRESS PLAN BOTH SHOW MERCANTILE AND THE |
| | SALES AREAS WITHIN THE TENANT SPACE TAKING THE OCCUPANT |
| | LOAD FACTOR @ 30 SQ. FEET PER OCCUPANT. |
| | PLEASE REVIEW THE 2017 FBC-B TABLE 1004.1.2. THE |
| | MERCANTILE OCCUPANT LOAD FACTOR IS TAKEN AT 60 SQ. FT. |
| | / OCCUPANT THIS WAS CHANGED IN THE 2017 FBC-B CODE. |
| | |
| | 3B) WITH THE REVISED OCCUPANT LOAD OF 50 THE TENANT |
| | SPACE WOULD STILL REQUIRE 2 EXITS FOR THE PUBLIC, NOT |
| | THROUGH THE STOREROOM. |
| | |
| | 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. |
| | IS THE BACK EGRESS DOOR HAVE A LANDING THAT IS AT GRADE |
| | AND LEAD TO THE PUBLIC WAY? SEE THE 2017 FBC-B 1028.5 |
| | ACCESS TO THE PUBLIC WAY. |
| | |
| | 4A) SHEET A1.3 THE ARCHITECTURAL SITE PLAN SHOWS 2 |
| | ACCESSIBLE PARKING SPACES 18 & 19 BUT THE PLANS DO NOT |
| | SHOW COMPLIANCE WITH THE CITY STANDARD OF DOUBLE LINED |
| | STRIPES AND COMPLIANCE WITH THE CITY OF WEST PALM BEACH |
| | 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. |
| | |
| | 4B) SHEET A1.3 THE ARCHITECTURAL SITE PLAN SHOWS THE |
| | ACCESS AISLE BETWEEN THE ACCESSIBLE PARKING SPACES BUT |
| | THE PLANS DO NOT INDICATE HOW THE TRANSITION (DROPPED |
| | CURB/ CURB CUT) IS MADE BETWEEN THE SIDEWALK AND ACCESS |
| | AISLE. 2017 FBC-ACCESSIBILITY CODE SECTION 406 CURB |
| | RAMPS. THE ACCESSIBILITY DETAIL SHEET DOES NOT PROVIDE |
| | CODE COMPLIANCE IN ANY OF THE DETAILS, NEITHER. |
| | |
| | 4C) SHEET A1.3 THE ARCHITECTURAL SITE PLAN SHOWS 2 |
| | PARKING SPACES IN THE FRONT OF THE BUILDING WITH AN |
| | ASTERISK SIGN AND 6 BEHIND THE BUILDING IN BOTH CASES |
| | KEYNOTE # 4 IS SHOWN AND THE COMMENT PARKING REFER TO |
| | THE CIVIL SHEETS. THEY ARE NOT PART OF THIS SET OF |
| | PLANS. ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2. |
| | |
| | 4D) IN THE SITE PLAN THE CANOPY AND GAS PUMPS ARE |
| | SHOWN, ARE THE EXISTING PUMPS AND CANOPY GOING TO BE |
| | REUSED, OR ARE THEY BEING DEMOLISHED AND NEW PUMPS AND |
| | CANOPY GOING TO BE SUBMITTED UNDER SEPARATE PERMITS |
| | WITH ASSOCIATED REVIEW AND FEES. 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 5) THE EGRESS SHEET A1.5 SHOWS A NEW COOLER VAULT AND |
| | BEER CAVE. THEIR COMBINED / AGGREGATE FLOOR AREA IS 458 |
| | SQ. FT. EXTERIOR OF COOLER AND 423 SQ. FT. ON THE |
| | INTERIOR SIDE OF THE NEW COOLER AND BEER CAVE. PLEASE |
| | BE AWARE OF SECTION 2603.4.1.3. THAT LIMITS THE |
| | AGGREGATE AREA OF WALK IN COOLERS TO 400 SQ. FT. IN |
| | NON-SPRINKLERED BUILDINGS. PLEASE BE AWARE THERE ARE |
| | OTHER CRITERIA THAT HAS TO BE PROVIDED AS WELL. A |
| | SEPARATE PERMIT REVIEW AND ASSOCIATED FEES WILL BE |
| | REQUIRED. |
| | |
| | 6) SHEET A2.1 THE ENLARGED RESTROOM DETAIL # 1 SHOWS |
| | THE HIGH/ LOW DRINKING FOUNTAINS BUT THERE IS NO |
| | ELEVATION VIEW TO INDICATE THE TYPE OF DRINKING |
| | FOUNTAIN AND COMPLIANCE WITH PROTRUDING OBJECTS AS |
| | FOUND ON SHEET A1.2. THE ISSUE, MAYBE WITH THE HIGH |
| | DRINKING FOUNTAIN IS A SKIRT MAYBE NEED TO BE ADDED TO |
| | THE BOTTOM OF THE ENCLOSURE FOR COMPLIANCE WITH |
| | PROTRUDING OBJECTS FROM THE WALL AND COMPLIANCE WITH |
| | THE 2017 FBC-ACCESSIBILITY CODE SECTION 307.2 |
| | PROTRUSION LIMITS. OBJECTS WITH THE LEADING EDGE MORE |
| | THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE |
| | FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM |
| | HORIZONTALLY INTO THE CIRCULATION PATH. |
| | |
| | 7) SHEET A2.4, M1.1 & S102 ROOF PLANS ALL SHOW NEW ROOF |
| | TOP EQUIPMENT. SHEET M1.1 SHOWS THE BEER CAVE BACKSTOCK |
| | CONDENSER WITHIN 10 FEET OF THE ROOF EDGE. |
| | PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B: |
| | 2017 FBC-B 1013.6 MECHANICAL EQUIPMENT. GUARDS SHALL BE |
| | PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCH |
| | OPENINGS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE |
| | LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN |
| | SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS |
| | LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR, ROOF OR |
| | GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO |
| | PREVENT THE PASSAGE OF A SPHERE 21 INCHES IN DIAMETER. |
| | THE GUARD SHALL EXTEND NOT LESS THAN 30 INCHES BEYOND |
| | EACH END OF SUCH APPLIANCE, EQUIPMENT, FAN OR |
| | COMPONENT. |
| | |
| | 8) THE PLANS ELEVATIONS WILL NEED TO SHOW HOW |
| | COMPLIANCE WITH SECTION 2017 FBC-M 306.5. EQUIPMENT AND |
| | APPLIANCES ON ROOFS OR ELEVATED STRUCTURES. WHERE |
| | EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE LOCATED ON |
| | AN ELEVATED STRUCTURE OR ROOF OF A BUILDING SUCH AS |
| | PERSONNEL WILL HAVE TO CLIMB HIGHER THAN 16 FEET ABOVE |
| | GRADE TO ACCESS SUCH EQUIPMENT OR APPLIANCES, AN |
| | INTERIOR OR EXTERIOR MEANS OF EGRESS SHALL BE PROVIDED. |
| | |
| | 9) SHEETS A2.4 & M1.1 WILL NEED TO SHOW COMPLIANCE FOR |
| | ROOF TOP A/C CONDENSER STANDS WITH COMPLIANCE WHERE |
| | ROOFING MATERIALS EXTEND BENEATH THE UNIT, ON RAISED |
| | EQUIPMENT SUPPORTS PROVIDING A MINIMUM CLEARANCE HEIGHT |
| | IN ACCORDANCE WITH TABLE 1510.10 OF THE 2017 FBC-B. |
| | |
| | 10) ROOF TOP CONDENSING STANDS WILL NEED 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. |
| | LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP |
| | EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | 11) SHEET S201 SHOWS WELDED CONNECTIONS TO THE BAR |
| | JOIST, STIFFENERS, ADDITIONAL STEEL FRAMING AROUND NEW |
| | ROOF TOP OPENINGS. 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. IN ACCORDANCE WITH THE |
| | AMERICAN WELDING SOCIETY. |
| | 11A) 2017 FBC-B 2204.1 WELDING |
| | 11B) 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. |
| | |
| | 12) NO ACTION REQUIRED. SHEET S001 PROVIDES THE WIND |
| | DESIGN CRITERIA AND ASSOCIATED PRESSURES, WHICH ARE |
| | CORRECT. |
| | |
| | 13) COMPONENTS & CLADDING . 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 |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS, |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 14) 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.. |
| | |
| | 15) 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. |
| | |
| | 16) 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. |
| | |
| | 17) 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 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
