| Date |
Text |
| 2019-11-05 14:58:10 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19091166 |
| | ADD: 700 S. ROSEMARY AVE. # 112 |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ????????? |
| | E-MAIL: [email protected] CONTACT: HOLLAND MARTIN |
| | |
| | 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: TUES. NOV. 05/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 004_EM1.1.: |
| | |
| | 1A) IN THE DINING RM. I/ 101 THE SET OF DOUBLE EGRESS |
| | DOORS ARE IN-SWING. PLEASE REVIEW THE 2017 FBC-B |
| | SECTION 1010.1.2.1. DIRECTION OF SWING. |
| | |
| | 1B) THE EXTERIOR PATIO I PLEASE PROVIDE ADDITIONAL |
| | INFORMATION ABOUT THIS ASSEMBLY AREA. DOES THIS AREA |
| | HAVE A CANVAS TYPE COVERING? IT WOULD APPEAR THERE IS |
| | AN ENCLOSURE AROUND 3 OF THE SIDES IS THERE FENCING OR |
| | LATTICE ON THE 3 SIDES PREVENTING EXITING ON THESE |
| | SIDES? 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 1C) THE CODE ANALYSIS PLEASE BREAK OUT THE DIFFERENCE |
| | IN FIXED SEATING (FBC-B 1004.4) WITHOUT ARM DIVIDERS TO |
| | BE TAKEN AT EVERY 18 INCHES OF SEAT LENGTH, (LINEAR |
| | FOOT) NOT SQUARE FEET. PLEASE RECALCULATE BENCH SEATING |
| | FOR THE DINING ROOM II, BAR DINING AND THE 3 |
| | SEMI-CIRCULAR BANQUET SEATS, PLEASE TAKE THE LINEAR |
| | MEASUREMENT AT THE SEATBACK. |
| | |
| | 1D) THE CODE REQUIRES US TO USE THE OCCUPANT LOAD |
| | FACTOR FOR THE OCCUPANT LOAD AS WELL AS FOR SIZING OF |
| | THE EGRESS OPENINGS, NOT THE ALLOWABLE, WORST CASE |
| | SCENARIO. FBC-B TABLE 1004.1.2. |
| | |
| | 1E) PLEASE REVIEW DOOR 119 AND DOOR 120. THIS BUILDING |
| | AND MANY IN CITY PLACE WERE BUILT WITH THE MALL CONCEPT |
| | IN MIND. THAT BEING SAID THE BACK OF HOUSE CORRIDOR IS |
| | ACTUALLY AN EXIT PASSAGEWAY BOTH THE SECONDARY MEANS OF |
| | EGRESS DOOR 120 (FBC-B 402.8.6.1) AND THE STORAGE DOOR |
| | 119 SERVICE AREAS FRONTING ON THE EXIT PASSAGEWAY |
| | (FBC-B 402.8.7) BOTH REQUIRE 1 HOUR FIRE BARRIER IN |
| | ACCORDANCE WITH SECTION 707 AND THE FIRE PROTECTION OF |
| | OPENINGS IN FIRE BARRIERS SHALL NOT BE LESS THAN 1 |
| | HOUR, FBC-B 402.8.7, AND TABLE 716.5. |
| | |
| | 2) SHEET 047_S1.0 GENERAL NOTE # 1 INDICATES THE |
| | STRUCTURAL DESIGN IS TO THE 2015 FLORIDA CONSTRUCTION |
| | CODE. PLEASE UPDATE THE PLANS TO THE 2017 FLORIDA |
| | BUILDING CODE- BUILDING. |
| | |
| | 3) THE STRUCTURAL SHEETS SHOW VARIOUS DETAILS WHERE |
| | EITHER BOLTED OR WELDED CONNECTIONS WILL BE REQUIRED. |
| | 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. |
| | |
| | 4A) THE DOOR SCHEDULE SHEET A9.1 INDICATED THE |
| | INSTALLATION OF NEW EXTERIOR DOORS WITH THE FLORIDA |
| | APPROVAL NUMBER FL 7237.2 PLEASE UPLOAD THE FLORIDA |
| | APPROVALS TO THE SUPPORTING DOCUMENTS FILE. LOAD THE |
| | APPROVAL AS ONE FILE. BEFORE SUBMITTING TO THE BUILDING |
| | DEPARTMENT 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. |
| | |
| | 4B) 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.. |
| | 5) WITH THE INSTALLATION OF THE NEW EXTERIOR DOORS |
| | PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR THIS |
| | PROJECT. |
| | 2017 FBC-B 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | |
| | 5.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS |
| | DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1. |
| | |
| | 5.2. RISK CATEGORY. |
| | |
| | 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | 5.6 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 5.7 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 6) THE STRUCTURAL SHEETS SHOW THE BRACING OF THE ROOF |
| | TOP FRAMING FOR NEW ROOFTOP EQUIPMENT. SHEET M1.01 |
| | SHOWS NEW ROOFTOP EXHAUST FANS, KITCHEN EXHAUST AND |
| | ROOF PROTECTION SYSTEMS. SHEET M-1.02 DETAIL 19 |
| | PROVIDES ROOF TOP CURB DETAILS, RAIL SUPPORT FOR ROOF |
| | TOP MECHANICAL EQUIPMENT BUT THERE ARE NO ANCHORING |
| | DETAILS ON EITHER THE STRUCTURAL OR MECHANICAL SHEETS |
| | HOW THE CURBS ARE TO BE SECURED TO BAR JOIST AND |
| | ADDITIONAL ROOF TOP FRAMING MEMBERS? THE PLANS ARE ALSO |
| | DEFICIENT OF HOW THE MECHANICAL EQUIPMENT WILL BE |
| | ANCHORED TO THE ROOF TOP CURBING. |
| | 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. |
| | |
| | 7A) NEITHER THE ARCHITECTURAL SHEETS NOR MECHANICAL |
| | SHEETS PROVIDE SCREENING DETAILS FOR THE ROOF TOP |
| | EQUIPMENT OR ANCHORING OF SAID SYSTEM. 2017 FBC-B |
| | ? 1509.6 MECHANICAL EQUIPMENT SCREENS. |
| | MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF |
| | THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN |
| | ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE |
| | BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER |
| | THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS |
| | SHALL NOT BE REQUIRED TO COMPLY WITH THE |
| | FIRE-RESISTANCE RATING REQUIREMENTS. |
| | |
| | 7B) 1509.6.1 HEIGHT LIMITATIONS. MECHANICAL EQUIPMENT |
| | SCREENS SHALL NOT EXCEED 18 FEET (5486 MM) IN HEIGHT |
| | ABOVE THE ROOF DECK, AS MEASURED TO THE HIGHEST POINT |
| | ON THE MECHANICAL EQUIPMENT SCREEN. |
| | EXCEPTION: WHERE LOCATED ON BUILDINGS OF TYPE IA |
| | CONSTRUCTION, THE HEIGHT OF MECHANICAL EQUIPMENT |
| | SCREENS SHALL NOT BE LIMITED. |
| | |
| | 8) SHEET A3.1 SHOWS THE EXISTING AND NEW ROOFTOP |
| | EQUIPMENT BUT NOT HOW TO GAIN ACCESS TO THE ROOF TOP |
| | EQUIPMENT. PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B |
| | SECTION: |
| | 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). |
| | PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED |
| | ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2). |
| | 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE |
| | REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610 |
| | MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR |
| | SERVICE PLATFORMS |
| | |
| | 9) 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. |
| | |
| | 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] |
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