Date |
Text |
2023-01-11 11:28:13 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| SERVICES/ BUILDING DIVISION |
| 2020 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 22110652 |
| ADD: 777 S FLAGLER DR. # 150 |
| CONT: TBD/ TO BE DETERMINED |
| TEL: |
| E-MAIL: [email protected] |
| |
| 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
| |
| 2020 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: WED. JAN. 11/23 |
| ACTION: DENIED |
| |
| 1) COVERSHEET: |
| 1A) UNDER THE HEADING PROJECT INFORMATION: NOTE 7 |
| STATES THE OCCUPANCY TYPES THAT WILL OCCUR UNDER THIS |
| PERMIT ARE A-2 & F-2. PLEASE PROVIDE WHAT TYPE OF |
| FACTORY, INDUSTRIAL USES ARE GOING TO OCCUR THESE USES |
| INCLUDE BUT NOT LIMITED TO FABRICATION OR MANUFACTURING |
| OF NONCOMBUSTIBLE MATERIALS THAT DURING FINISHING, |
| PACKING OR PROCESSING DO NOT INVOLVE A SIGNIFICANT FIRE |
| HAZARD. 2020 FBC-BUILDING CODE SECTION 306.3. NOTE F-1 |
| OCCUPANCIES CAN BE KITCHENS, FOOD PROCESSING NOT |
| ASSOCIATED WITH RESTAURANTS. SECTION 306.2. |
| |
| 1B) ACCESSIBILITY NOTE EATING & DRINKING |
| ESTABLISHMENTS, KNEE SPACE AT TABLES STATES AT LEAST27 |
| INCHES HIGH, 30 INCHES WIDE, AND 19 INCHES WIDE. WHERE |
| DOES THE 19 INCHES WIDE COME FROM. IN THE 2020 |
| FBC-ACCESSIBILITY CODE SECTION902.2 (DINING) REFERS YOU |
| TO 306 FOR KNEE & TOE SPACES. PLEASE REVIEW SECTIONS |
| 306.3.2 & 306.3.3 MAXIMUM & MINIMUM REQUIRED DEPTH. |
| |
| 2) SHEET A-061: |
| 2A) FIRST FLOOR LIFE SAFETY SHEET HAS 2 DIFFERENT WAYS |
| OF FIGURING OCCUPANT LOADS (1ST) BASED ON AREA WITH |
| OCCUPANT LOAD OF 444, THE (2ND) BASED ON THE ACTUAL |
| SEATING OF 287. PLEASE NOTE OCCUPANT LOADS FOR MEANS OF |
| EGRESS ARE FIGURED ON THE WORST-CASE SCENARIO. WHEN |
| FIGURING THE WORST-CASE SCENARIO ASSEMBLY OCCUPANCIES |
| WITH OCCUPANT LOADS OVER 300 THE STRUCTURES HAVE A RISK |
| CATEGORY OF III. TABLE 1604.5/ FIGURE 1609.3.2, 180 |
| VULT WIND SPEED (NEW CONSTRUCTION). CODE DATA STATES |
| CLASSIFICATION OF WORK RENOVATION OF EXISTING |
| COMMERCIAL SPACE, THE PLAN DOES NOT INDICATE WHAT TYPE |
| OF OCCUPANCY WAS IN THE SPACE TO BE REMODELED. NO |
| REFERENCE TO THE 2020 EXISTING BUILDING CODE, AND |
| CLASSIFICATION OF WORK CHAPTER 5. 2020 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. |
| ALTERATIONS COMPLIANCE METHOD. MISSING THE REFERENCE TO |
| THE 2020 FLORIDA EXISTING BUILDING CODE 7TH EDITION YOU |
| ALSO HAVEN???T INDICATED TO WHAT CLASSIFICATION THE |
| PLANS WERE DESIGNED TO SEE 2020 FBC-EXISTING BUILDING |
| CODE CHAPTER 5 501.1. THE DESIGNER OF RECORD HAS NOT |
| INDICATED TO WHICH METHOD THE PLANS WERE DEVELOPED, |
| COMPLYING WITH THE PROVISIONS OF CHAPTER 6 THROUGH 13 |
| OR WITH ONE OF THE ALTERNATE PROVISIONS IN SECTION |
| 301.1. |
| |
| 2B) LIFE SAFETY PLAN, OCCUPANT LOADS TAKEN FOR 36-INCH |
| AND 48-INCH SWING DOORS ARE TAKING THE FULL DOOR WIDTH, |
| NOT THE CLEAR WIDTH OF THE DOOR. 2020 FBC-B 1010.1.1. |
| SIZE OF DOORS. CLEAR WIDTH. CLEAR OPENINGS OF DOORWAYS |
| WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE |
| OF THE DOOR AND THE STOP, WITH THE DOOR OPEN AT 90 |
| DEGREES. |
| |
| |
| 3) THIS ALTERATION IS IN A 20-STORY BUILDING MAKING THE |
| BUILDING BY DEFINITION A THRESHOLD BUILDING. THRESHOLD |
| BUILDING / FL S. S. 553.71(7) ???THRESHOLD BUILDING" |
| MEANING ANY BUILDING WHICH IS GREATER THAN (3) STORIES |
| OR 50 FT. IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY |
| CLASSIFICATION AS DENIED IN THE FLORIDA BUILDING CODE |
| WHICH EXCEEDS 5,000 SQ. FT. IN AREA AND AN OCCUPANT |
| CONTENT OF GREATER THAN 500 PERSONS. |
| |
| 3A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING |
| AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL |
| INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A |
| THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION |
| PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL |
| INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING |
| AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE |
| OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE |
| SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT |
| THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| WITH THE PERMITTED DOCUMENTS. |
| |
| 3B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. |
| CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD |
| BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S |
| 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS |
| REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS |
| ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH |
| INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND |
| REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE |
| PLACE. |
| |
| 3C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. |
| AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH |
| ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT |
| OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE |
| BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE |
| PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE |
| FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL |
| AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 |
| FLORIDA STATUTE. |
| |
| 3D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' |
| OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES |
| WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| MEETING THE ABOVE CRITERIA. |
| |
| 3E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| |
| 3F) 110.8.4.3 ALL SHORING AND RESHORING PROCEDURES, |
| PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT |
| AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING |
| INSTALLATION SHALL BE SUPERVISED, INSPECTED AND |
| CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING |
| DOCUMENTS BY THE CONTRACTOR. |
| |
| 3G) PLEASE CALL THE CITY OF WEST PALM BEACH???S |
| AUTOMATED TELEPHONE INSPECTIONS LINE (561) 805-6700) |
| FOR ALL BUILDING INSPECTIONS FOR AUDITING OF JOBSITE |
| INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6 |
| MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY. |
| |
| 3H) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES |
| FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER |
| HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE |
| MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR |
| FLOORS, WALLS AND CEILINGS. |
| |
| 4) SHEET 131-S-0.01: |
| 4A) DESIGN LOADS, THIS REVIEW THE RISK CATEGORY: II / |
| 170 VULT MPH. SEE COMMENT (2A) WITH OCCUPANT LOADS FOR |
| ASSEMBLY OCCUPANCY OVER 300, RISK CATEGORY III. TABLE |
| 1604.5/ FIGURE 1609.3.2, 180 VULT WIND SPEED (NEW |
| CONSTRUCTION). CODE DATA STATES CLASSIFICATION OF WORK |
| RENOVATION OF EXISTING COMMERCIAL SPACE, THE PLAN DOES |
| NOT INDICATE WHAT TYPE OF OCCUPANCY WAS IN THE SPACE TO |
| BE REMODELED. NO REFERENCE TO THE 2020 EXISTING |
| BUILDING CODE, AND CLASSIFICATION OF WORK CHAPTER 5. |
| THE 2020 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. |
| |
| 4B) DESIGN LOADS, MEAN ROOF HEIGHT IS GIVEN AS 40 FEET. |
| THIS IS A 20 STORY HIGHRISE. COMPONENTS & CLADDING. |
| NEGATIVE PRESSURES ARE TO BE TAKEN FROM THE ROOF; |
| POSITIVE PRESSURES TAKEN FROM CLADDING LOCATION ABOVE |
| GRADE. THE BUILDING COMPONENTS AND CLADDING CHART WILL |
| NEED TO BE UPDATED ONCE ALL DESIGN ISSUES ARE CLEARED |
| UP. |
| |
| 4C) PLEASE PROVIDE A DIGITALLY SIGNED AND SEALED SOILS |
| REPORT, ARDAMAN & ASSOCIATES (FILE NO. 21-1637) DATED |
| MY 10TH, 2021. 61G15-23.004 PROCEDURES FOR SIGNING AND |
| SEALING ELECTRONICALLY TRANSMITTED PLANS (DIGITAL |
| SIGNATURES), SPECIFICATIONS, REPORTS OR OTHER |
| DOCUMENTS, REQUIRE 3RD PARTY VERIFICATION. |
| |
| 5) SHEET 134-S-1.03 UTILITY PROVISIONS. NEW FPL VAULT. |
| THE PLANS DO NOT PROVIDE THE HOURLY RATING FOR THE FPL |
| VAULT WALLS AND STRUCTURAL CEILING NOR (2) SETS OF |
| DOUBLE DOORS. 2017 NEC 450.42. THE UTILITY PLAN DOES |
| NOT PROVIDE HOW THE FEEDERS ARE GOING INTO THE VAULT |
| NOR ONCE THROUGH THE TRANSFORMER HOW THEY ARE GOING TO |
| THE FUTURE ELECTRICAL ROOM, WILL THE FLOOR SLABS BE |
| CUT, PLEASE PROVIDE ADDITIONAL DETAILS. 2020 WEST PALM |
| BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER |
| 1, ADMINISTRATION 107.2.1. DRAWINGS & SPECIFICATIONS |
| SHALL CONTAIN INFORMATION, IN THE FORM OF NOTES OR |
| OTHERWISE, AS TO THE QUALITY OF MATERIALS, WHERE |
| QUALITY IS ESSENTIAL TO CONFORMITY WITH THE TECHNICAL |
| CODES. SUCH INFORMATION SHALL BE SPECIFIC TO THE |
| TECHNICAL CODES. CONSTRUCTION DOCUMENTS SHALL BE |
| SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| DETERMINED BY THE BUILDING OFFICIAL. |
| |
| 6A) SHEETS 022 A-072 & 027 A-112.00 BOTH SHOW NEW |
| FOOTINGS AND COLUMNS TO A NEW MECHANICAL MEZZANINE / |
| EQUIPMENT PLATFORM. SHEET 133 S-1.02 SHOWS A |
| SECOND-FLOOR AREA. PLEASE PROVIDE AN ANALYSIS HOW THIS |
| AREA IS TO BE USED, AS A MEZZANINE, EQUIPMENT PLATFORM |
| OR A TRUE 2ND FLOOR. MEZZANINE, 2020 FBC-BUILDING |
| 505.2.1.EXCEPTION 1 IS FOR TYPE I OR II CONSTRUCTION, |
| SPECIAL INDUSTRIAL, 2/3RDS OF THE ROOM IT IS LOCATED, |
| 505.3.1 EQUIPMENT PLATFORMS AREA PLATFORMS ALSO HAS A |
| 2/3RDS OF THE ROOM IT IS LOCATED, THE EQUIPMENT |
| PLATFORM IS LARGER THAN 2/3RDS OF THE ROOM IT IS |
| LOCATED AND IF A 2ND FLOOR THEN THE FLOOR, ALL WALLS |
| AND DUCTS WOULD NEED TO BE FIRE RATED AND FIRE DAMPERS. |
| |
| 6B) SHEET 133 S-1.02 SHOWS DASHED WALL LINES (HIDDEN |
| WALLS) WHERE ARE THESE WALLS LOCATED, THEY ARE NOT |
| LOCATED BENEATH IN THE KITCHEN? 2020 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION 107.2.1. CONSTRUCTION DOCUMENTS SHALL BE |
| SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| DETERMINED BY THE BUILDING OFFICIAL. |
| |
| 6C) THE PLANS ARE SILENT AS TO HOW ONE GAINS ACCESS TO |
| THIS MECHANICAL EQUIPMENT AREA. SECTION 505.3 EQUIPMENT |
| PLATFORMS AND WALKWAYS, STAIRWAYS, ALTERNATING TREAD |
| DEVICES AND LADDERS PROVIDING ACCESS TO AN EQUIPMENT |
| PLATFORM SHALL NOT SERVE AS A PART OF THE MEANS OF |
| EGRESS FROM THE BUILDING. |
| |
| 7) SHEET 056 A-503.33 ENLARGE DETAIL 6 SHOWS A SERIES |
| OF STOREFRONT SLIDING GLASS DOORS SIMILAR TO FLEETWOOD |
| 3070-HI SERIES. WITH THE RECESSED TRACK IN THE FLOOR |
| HOW IS A WHEELCHAIR TO NAVIGATE OVER THIS RECESS? |
| PLEASE REVIEW THE 2020 FBC-ACCESSIBILITY CODE SECTION |
| 302.3 OPENINGS. |
| |
| 8) SHEET 132 S-1.01 CANOPY COLUMNS BY OTHERS, ARE THE |
| CANOPIES PART OF THIS PERMIT, IF SO WILL THE SAME WIND |
| DESIGN BE USED FOR THE CANOPIES? SHEET 056 A-503.00 |
| SHOWS AWNING RAFTERS & NOTE FOR A RETRACTABLE/ FIXED |
| ROOF SURFACE. |
| 8A) 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. |
| |
| 8B) 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. |
| 8C) NO MENTION OF MATERIAL FOR FRAMEWORK OR RETRACTABLE |
| ROOFING MATERIAL. FABRIC USED IN THE CONSTRUCTION OF |
| AWNINGS SHALL MEET THE REQUIREMENTS OF 3104.3.4 2020 |
| FBC-BUILDING. |
| |
| 8D) RETRACTABLE AWNINGS DESIGN SHALL MEET THE |
| REQUIREMENT OF 3105.4.2.2. |
| |
| 9A) SHEET 132 S-1.01 GLASS RAILING BY OTHERS. 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. |
| |
| 9B) 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. |
| |
| 10A) SHEET 057 A-505.00 SHOWS A NEW EXTERIOR LOUVER |
| SCREEN WALL, WIND GIRT FRAME AND KICKERS. SHEET 135 |
| S-1.04 STATES DELEGATED SCREEN WALL SUBMIT SIGNED AND |
| SEALED SHOP DRAWINGS. 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. |
| |
| 10B) 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. |
| |
| 11) SHEET 057 A-505.00 SHOWS A NEW EXTERIOR ROOF TOP |
| CURB & FAN. SHEET 076 M-401 SHOW DETAIL FOR ROOF TOP |
| FAN AND INDICATES THE USE OF NOA # 21-1129.02 PLEASE |
| PROVIDE AND HIGHLIGHT THE APPROPRIATE ANCHORAGE FOR |
| WIND ZONE. 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. |
| |
| 2020 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. |
| |
| 12) SHEET 007 G-012.00 DETAILS 2 & 3 BOTH SHOW THE GRAB |
| BAR MEASURED TO THE CENTER OF THE GRAB BAR. 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. SAME FOR ALL RESTROOM ELEVATION SHEETS. |
| |
| 13) SHEET 048 A-400.00 DETAILS 1 & 2 DO MOT PROVIDE THE |
| LOCATION OF THE WATERCLOSET CENTERLINE FROM SIDE WALL, |
| GANGED RESTROOM DETAIL # 3 SHOWS THE ACCESSIBLE |
| WATERCLOSET AT 19 INCHES CENTERLINE FROM THE SIDEWALL. |
| PLEASE REVIEW THE 2020 FBC-ACCESSIBILITY CODE SECTION |
| 604.2 16-18 INCHES. AMBULATORY STALLS ARE 17-19 INCHES. |
| STANDS FOR ELEVATION SHEETS. |
| |
| 14) 050 A-402.00 TOILET PAPER DISPENSERS. 604.7. THE |
| TOILET PAPER DISPENSER SHALL COMPLY WITH 309.4 AND |
| SHALL BE 7 INCHES MINIMUM TO 9 INCHES MAXIMUM IN FRONT |
| OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE |
| DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15 |
| INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH |
| FLOOR AND SHALL NOT BE LOCATED BEHIND THE GRAB BARS. |
| THIS COMMENT STANDS FOR ALL ELEVATION SHEETS. |
| |
| 15) A TRANSMITTAL LETTER / NARRATIVE 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. |
| |
| PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| REVIEW CYCLE. |
| PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| REVIEW, SUBSEQUENT |
| REMARKS MAYBE MADE IN THE NEXT REVIEW CYCLE. |
| |
| |
| MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| PART-TIME/ SEMI-RETIRED. |
| |
| IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET |
| BACK INTO THE OFFICE CALL |
| (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. |
| THANK YOU. |
| |
| JAMES A. WITMER BN, PX, SFP, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| DEPARTMENT |
| 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| TEL: 561-805-6717 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |
| DEVELOPMENT SERVICES HOME PAGE |
| HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| |
| PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| |
| MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
| |
| |
| |
| |