| Date |
Text |
| 2019-08-19 15:34:50 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19070081 |
| | ADD: 5601 GREENWOOD AVE. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ?????????????????? |
| | 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: MON. AUGUST 19/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 004-A020 LIFE SAFETY PLAN UNDER THE HEADING |
| | BUILDING DATA THE LINE FOR MIXED OCCUPANCY IS INDICATED |
| | AS NO. THIS FLOOR PLAN DOES APPEAR TO BE A MIXED USE |
| | BUILDING. IN THE 2017 FBC-B SECTION 509.3 AREA |
| | LIMITATIONS. INCIDENTAL USES SHALL NOT OCCUPY MORE THAN |
| | 10 % OF THE BUILDING AREA OF THE STORY IN WHICH THEY |
| | ARE LOCATED. THE FLOOR PLAN INDICATES THE TOTAL UNDER |
| | ROOF AREA IS 7,150 SQUARE FEET. FOR ANY OCCUPANCY OVER |
| | 715 SQ. FT. THE BUILDING WOULD BE CONSIDERED MIXED USE. |
| | BUSINESS THE COOLER STORAGE ARE OVER 715 SQ. FT. EACH |
| | AND BOTH WOULD BE CONSIDERED SEPARATE OCCUPANCIES. |
| | |
| | 2) SHEET 008-A-100: |
| | 2A) THERE ARE DISCREPANCIES IN THE REFERENCE FLOOR PLAN |
| | AND THE DIMENSION PLAN. THE WALL SEPARATING THE |
| | CREMATORY/ RECEIVING # 1 AND RECEIVING ROOM # 2 IS |
| | SHOWN ON THE DIMENSION PLAN WITH WALL TYPES P4 & P7. A |
| | 2 HOUR FIRE RATED WALL. WHEN YOU LOOK AT THE SEPARATING |
| | THE CREMATORY FROM THE BUSINESS OCCUPANCY THE WALL P6 |
| | IS SHOWN AS A 1 HOUR RATED WALL. THE DOOR SCHEDULE |
| | SHEET A-500 SHOWS DOOR NUMBER 102 & 109 REQUIRING 90 |
| | MINUTE OPENING PROTECTIVES AS WELL AS A 90 MINUTE ROLL |
| | DOWN FIRE SHUTTER WITH FUSIBLE LINK. DISCREPANCY IN THE |
| | HOUR RATING REQUIREMENT AND OPENING PROTECTIVE |
| | REQUIREMENTS (FBC-B TABLE 716.5). |
| | |
| | 2B) THE SAME HOLD TRUE FOR THE WALLS SEPARATING THE |
| | CREMATORY/ RECEIVING # 1 AND THE PROCESSING ROOM/ |
| | ELECTRIC ROOM. THESE WALLS ARE IDENTIFIED WITH A WALL |
| | TAG P6 (1 HOUR FIRE RATING) WHEREAS THE DOOR 120 IS |
| | INDICATED IN THE DOOR SCHEDULE REQUIRING A 90 MINUTE |
| | OPENING PROTECTIVE (FBC-B TABLE 716.5). DISCREPANCY |
| | BETWEEN WALL AND OPENING PROTECTIVE RATINGS. |
| | |
| | 2C)(1) THE RECEIVING ROOM # 2 IS INDICATED IN HAVING A |
| | WALL TYPE P3 & P8 BOTH BEING A 1 HOUR FIRE RATED WALL. |
| | THE COMMON WALL WITH THE COOLER BEING A 1 HOUR RATED |
| | WALL BUT THE DOOR INTO THE COOLER DOES NOT HAVE AN |
| | IDENTIFICATION TAG, NOR A FIRE RATING. IT IS NOT CLEAR |
| | IF THERE IS GOING TO BE A 45 MINUTE ROLL DOWN FIRE |
| | SHUTTER OVER THIS OPENING. 107.21.2. ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 2C)(2) PLEASE ALSO CONSIDER SECTION 1006.2.2.3. |
| | 1006.2.2.3 REFRIGERATED ROOMS OR SPACES. ROOMS OR |
| | SPACES HAVING A FLOOR AREA LARGER THAN 1,000 SQUARE |
| | FEET CONTAINING A REFRIGERANT EVAPORATOR AND MAINTAINED |
| | AT A TEMPERATURE BELOW 68?F, SHALL HAVE ACCESS TO NOT |
| | LESS THAN TWO EXITS OR EXIT ACCESS DOORWAYS. |
| | |
| | 3A) SHEET 008-A-100 WALL LEGEND. IN EACH OF THE WALL |
| | DETAILS THAT SHOW A FIRE RATED WALL THE DETAILS STATE |
| | THE STUD GAUGE IS TO BE A 22 GAUGE METAL STUD (MSG). IN |
| | EACH OF THE UL LISTING GIVEN THEY ALL LISTED A 20 GAUGE |
| | METAL STUD AS THE REQUIRED GAUGE OF STUD. PLEASE ALSO |
| | CLARIFY SINCE THERE 2 TYPES OF 20 GAUGE STUDS. |
| | DRYWALL AND A MINIMUM THICKNESS (MILLS) OF 30 AND 20 |
| | GAUGE STRUCTURAL AND MINIMUM THICKNESS OF 33 (MILLS). |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3B) PLEASE ALSO CONSIDER THE METAL STUD WALLS WHERE THE |
| | FIRE SHUTTERS ARE GOING TO BE INSTALLED. SHEET A601 |
| | INDICATES THAT A MINIMUM OF 16 GAUGE STRUCTURAL STEEL |
| | STUDS ARE REQUIRED TO INSTALL THE ROLLING COUNTER FIRE |
| | DOOR. |
| | |
| | 4) WALK-IN COOLERS REQUIRE THEIR OWN PERMIT, REVIEW AND |
| | ASSOCIATED FEES. INFORMATIONAL. |
| | |
| | 5) SHEET 014-A300 SECTION 1 SHOWS THE USE OF 2 LAYERS |
| | OF 2 INCH THICK RIGID INSULATION BELOW THE SLAB. |
| | TERMITES WILL BE A BIG PROBLEM WITH THE INSULATION |
| | UNDER THE CONCRETE SLAB. PLEASE REFER TO THE 2017 FBC-B |
| | 2603.8 PROTECTION AGAINST TERMITES. IN FLORIDA, |
| | EXTRUDED AND EXPANDED POLYSTYRENE, POLYISOCYANURATE AND |
| | OTHER FOAM PLASTICS SHALL NOT BE INSTALLED ON THE |
| | EXTERIOR FACE OR UNDER INTERIOR OR EXTERIOR FOUNDATION |
| | WALLS OR SLAB FOUNDATIONS LOCATED BELOW GRADE. |
| | EXCEPTIONS: |
| | 1. BUILDINGS WHERE THE STRUCTURAL MEMBERS OF WALLS, |
| | FLOORS, CEILINGS, ROOFS AND ROOF ASSEMBLIES (TRUSSES) |
| | ARE ENTIRELY OF NONCOMBUSTIBLE MATERIALS OR |
| | PRESERVATIVE-TREATED WOOD. |
| | 2. AN APPROVED METHOD OF PROTECTING THE FOAM PLASTIC |
| | AND STRUCTURE FROM SUBTERRANEAN TERMITE DAMAGE IS |
| | PROVIDED. |
| | |
| | 6) SHEET A400 THE BREAK ROOM SINK THE COUNTERTOP DOES |
| | NOT HAVE THE HEIGHT FROM THE FINISH FLOOR. 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. |
| | |
| | 7) SHEET A401 DETAILS 2A & 2B SHOW THE GRAB BAR BEING |
| | MEASURED FROM THE CENTERLINE OF THE GRAB BAR NOT THE |
| | TOP OF THE GRASPABLE SURFACE. 2017 FBC-ACCESSIBILITY |
| | CODE SECTION 609.4 POSITION OF GRAB BARS. GRAB BARS |
| | SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES |
| | MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR |
| | MEASURED TO THE TOP OF THE GRIPPING SURFACE, NOT |
| | CENTERLINE. |
| | |
| | 8) NOTICE ONLY. TRUSS LAYOUT AND ENGINEERING SHEETS ARE |
| | TO BE REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD, |
| | SHOP DRAWING STAMP OF APPROVAL AFFIXED BEFORE BEING |
| | SUBMITTED TO THE BUILDING DEPARTMENT. |
| | |
| | 9) S2.1 ROOF FRAMING PLAN & M201 MECHANICAL ROOF PLAN |
| | BOTH SHOW ROOF TOP MECHANICAL UNITS BUT NO DETAILS AS |
| | TO HOW THE CURB IS TO BE ANCHORED TO THE ROOF FRAMING |
| | AND HOW THE RTU IS TO BE ANCHORED TO THE ROOF TOP CURB. |
| | 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. |
| | |
| | 10) SHEET M201 NOTE # 7 MECHANICAL CONTRACTOR TO SUPPLY |
| | ROOF TOP STANDS FOR COOL CELL CONDENSER. THE ROOF TOP |
| | A/C STAND PRODUCT APPROVAL WILL NEED TO BE SUBMITTED, |
| | 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. |
| | 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. |
| | 11A) SHEET A300 & A301 DETAIL 2 BOTH SHOW THE |
| | MECHANICAL EQUIPMENT ON THE FLAT ROOFED AREA WITH THE |
| | ROOF ELEVATION AT 17 FEET A. F. F. PLEASE SHOW HOW |
| | COMPLIANCE WILL BE ACHIEVED FOR ACCESS TO THE ROOF TOP |
| | EQUIPMENT. |
| | 2017 FBC-B 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS |
| | OR ELEVATED STRUCTURES. WHERE EQUIPMENT AND APPLIANCES |
| | REQUIRING ACCESS ARE INSTALLED ON ROOFS OR ELEVATED |
| | STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877 MM), |
| | SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT APPROVED |
| | MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE FROM |
| | GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND APPLIANCES? |
| | LEVEL SERVICE SPACE. SUCH ACCESS SHALL NOT REQUIRE |
| | CLIMBING OVER OBSTRUCTIONS GREATER THAN 30 INCHES HIGH |
| | OR WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS |
| | VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | |
| | 11B) IF ROOF TOP ACCESS HATCH IS TO BE USED PLEASE |
| | COMPLY WITH THE SIZE REQUIREMENTS. FBC-B 1011.12.2. |
| | ROOF ACCESS, EXCEPTION: IN BUILDINGS WITHOUT AN |
| | OCCUPIED ROOF, ACCESS TO THE ROOF SHALL BE PERMITTED TO |
| | BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE |
| | FEET IN AREA AND HAVING A MINIMUM DIMENSION OF 2 FEET. |
| | |
| | 12) THE INDEX SHEET INDICATES VARIOUS PRODUCT |
| | APPROVALS, THEY CAN BE DEFERRED UNTIL AFTER PERMIT |
| | ISSUANCE. 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. |
| | |
| | 13) REQUIRED PRODUCT APPROVALS: 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, ROOF TOP |
| | VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 14) 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. |
| | |
| | 15) 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. |
| | |
| | THE SUBMITTED REPORT NEMO REPORT HAS OVER 100 PAGES OF |
| | SUB-SYSTEMS AND ASSOCIATED PRESSURES, SOME CAN HAVE |
| | ENHANCED FASTENING AND SOME CANNOT. PLEASE IDENTIFY |
| | WHICH SUB-SYSTEM IS TO BE INSTALLED. |
| | |
| | 16) IMPACT FEES - DIGITAL SUBMITTALS: |
| | PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE |
| | DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS |
| | OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST |
| | FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE |
| | OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL |
| | IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME |
| | THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM |
| | CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS |
| | TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| | APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| | YOUR PROJECT OR EMAIL IT TO [email protected] . |
| | PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300 |
| | N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL. |
| | |
| | 17) 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. |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
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