| Date |
Text |
| 2021-01-25 12:13:16 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20120918 |
| | ADD: 509 21ST. STREET |
| | CONT: PATTERSON CONSTRUCTION |
| | TEL: 561-437-3059 |
| | E-MAIL: [email protected] |
| | |
| | 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. JAN. 25TH/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) THE PLANS AND PERMIT APPLICATION INDICATE THE WORK |
| | TO BE PREFORMED AT THIS LOCATION IS A PHASED PROJECT. |
| | THE SHEET A-3.1 STATES THAT THERE IS ONLY 280 SQUARE |
| | FEET OF WORK TO BE COMPLETED WITH A VALUE OF $200, |
| | 000.00 DOLLARS IN VALUE. THE WORK AREA METHOD IS TO |
| | IDENTIFY ON THE CONSTRUCTION DOCUMENTS WHERE THIS AREA |
| | IS TO OCCUR. REPLACEMENT OR REPAIRS OF FLOOR JOIST, AND |
| | THE CONCRETE RESTORATION AND SQUARE FOOTAGE IN EACH OF |
| | THESE AREAS. PLEASE ALSO REVIEW IN THE 2017 |
| | FBC-EXISTING BUILDING CODE SECTION 907.4.2 SUBSTANTIAL |
| | IMPROVEMENTS INCLUDE STRUCTURAL ALTERATIONS THAT HAVE |
| | BEEN OR PROPOSED WITHIN A 5-YEAR PERIOD. |
| | |
| | 2A) MISSING IS A LIFE SAFETY PLAN FOR THE BASEMENT AND |
| | FIRST FLOOR LEVEL. |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATIVE CODE SECTION: |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND |
| | OR STRUCTURES. |
| | 107.3.5.1 COMMERCIAL BUILDINGS |
| | 107.3.5.1.1. BUILDING |
| | |
| | MISSING CODE DATA: |
| | OCCUPANCY GROUP |
| | MINIMUM TYPE OF CONSTRUCTION |
| | FIRE RESISTANCE SEPARATION |
| | FIRE SPRINKLERED OR NOT. |
| | |
| | LIFE SAFETY PLANS SHALL DETERMINE AND SHALL INCLUDE THE |
| | FOLLOWING: |
| | CODE DATA/ BUILDING DATA |
| | OCCUPANT LOAD AND EGRESS CAPACITIES |
| | GROSS OR NET |
| | MEANS OF EGRESS EXIT ACCESS |
| | EXIT |
| | EXIT DISCHARGE |
| | |
| | 2B) WITHOUT THE SQUARE FOOTAGE OF EACH FLOOR AND THE |
| | OCCUPANT LOAD FACTOR FOR EACH AREA THE TOTAL OCCUPANT |
| | LOAD CAN NOT BE DETERMINED. THIS PROPOSED ALTERATION |
| | MAY QUALIFY AS A THRESHOLD PROJECT F. S. 553.71(7) |
| | THRESHOLD BUILDING. |
| | |
| | 2C) SINCE THE PLANS SHOW BOTH FLOOR JOIST REPAIR AND |
| | CONCRETE COLUMN REPAIRS ANY MANY REPEAT INSPECTIONS |
| | THIS IF NOT A THRESHOLD BUILDING WOULD QUALIFY FOR |
| | RESIDENT INSPECTOR PROGRAM. FURTHER INFORMATION THROUGH |
| | PLAN DOCUMENTATION OF FLOOR JOIST REPAIR AND OR |
| | REPLACEMENT AS WELL AS CONCRETE RESTORATION LOCATION IS |
| | REQUIRED TO DETERMINE CANDIDACY FOR THE RESIDENT |
| | INSPECTOR PROGRAM. |
| | |
| | 3) SHEET A-3.1/ PROPOSED BASEMENT FLOOR PLAN: |
| | 3A) THIS PLAN SHOWS THE EXTERIOR STAIR REMOVED FROM THE |
| | MENS RESTROOM. BACK OF THE CHURCH THERE IS TO EXISTING |
| | WOODEN STAIRS LEADING UP TO THE 1ST FLOOR. JUST TO THE |
| | SIDE OF THE CHAPEL ALTER THERE IS A EXIT SIGN TO THE |
| | BACK OF HOUSE 2 STAIRS. THE PRIEST OFFICE DOOR WHEN IN |
| | THE OPEN POSITION BLOCKS EGRESS TO THE BACK OF HOUSE |
| | STAIRS. 2017 1005.7.1. |
| | |
| | 3B) THE BASEMENT BACK OF HOUSE STAIRS TO THE FIRST |
| | FLOOR HAVE AN OPEN STAIRWAY NOT ENCLOSED ON THE |
| | BASEMENT LEVEL. THE FIRST-FLOOR LEVEL BOTH STAIRS HAVE |
| | A LARGE ENCLOSED STAIR VESTIBULE, IS THIS ROOM USED FOR |
| | ANYTHING ELSE OTHER THAN PART OF THE VERTICAL EXIT FORM |
| | THIS BUILDING? THERE SHOULD NOT BE ANY STORAGE WITHIN |
| | THE ENCLOSED PORTION OF THE STAIR WAY. WHILE THE |
| | FIRST-FLOOR WEST EXIT LOBBY DOES SHOW AN EXIT SIGN TO |
| | THE EXTERIOR OF THE BUILDING. THE EAST STAIR YOU |
| | RE-ENTER THE CHURCH AFTER LEAVING THE ENCLOSED EXIT. |
| | HOW ARE YOU GOING TO STOP THE OCCUPANTS FROM USING THIS |
| | STAIR INCASE OF AN EMERGENCY? |
| | |
| | 3C) THE PLANS RE SILENT AS TO WHAT FINISHES ARE GOING |
| | TO BE IN THE BACK OF HOUSE EXIT STAIRWAY? TABLE 803.11 |
| | OF THE 2017 FBC-B. |
| | |
| | 3D) IN THE FRONT ENTRYWAY OF THE CHURCH ON THE WEST |
| | SIDE OF THE BUILDING THERE IS A ROOM AND NOTE STATING |
| | THAT THE EXISTING STAIR TO BE REMOVED, REPLACED WITH |
| | WOOD FLOOR OVER EXISTING METAL POST. HOW ARE THE |
| | EXISTING METAL POST GOING TO TRANSFER THE FLOOR LOADS |
| | WITHOUT FLOOR JOIST AND HORIZONTAL BEAMS TRANSFERRING |
| | THE LOADS TO THE COLUMNS. THE BASEMENT S-1 NOR DOES |
| | SHEET S-2 FIRST FLOOR PLAN MAKE MENTION OF HOW THESE |
| | LOADS ARE GOING TO BE TRANSFERRED. 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. THIS |
| | |
| | 3E) THE PROPOSED BASEMENT FLOOR PLAN INDICATES ON THE |
| | NORTH-WALL NEW GLASS BLOCK PANELS IN 5 WINDOWS. SHEET |
| | A-6.2 THE NORTH ELEVATION ALSO REFERS TO THE EXISTING |
| | OPENINGS WITH NEW 8X8X4 INCH GLASS BLOCK, TYPICAL OF |
| | THE 5 OPENINGS. THE SITE PLAN SHOWED LESS THAN A FOOT |
| | TO THE PROPERTY LINE. TABLE 602 WILL REQUIRE THIS WALL |
| | TO BE 1-HOUR FIRE RATED. ONE FOOT AWAY FROM THE |
| | PROPERTY LINE WALL OPENINGS NOT ALLOWED. WITH THE |
| | 14-FOOT ALLEY WAY ? OF THAT DISTANCE CAN BE USED OR 7 |
| | FEET FROM THE CENTER LINE OF THE ALLEY ALLOWING 10 % |
| | OPENINGS IN THAT WALL LINE TAKEN FOR THAT FLOOR. THE |
| | VERTICAL HEIGHT IS TO BE TAKEN FROM GRADE TO THE |
| | CEILING LEVEL WHERE THE WINDOWS ARE LOCATED, FOR A |
| | NON-SPRINKLERED NON-PROTECTED OPENING. IF THE 10 % OF |
| | NON-PROTECTED OPENINGS IS EXCEEDED, FIRE RATED OPENINGS |
| | ALLOW 25% OF THE FIRST-FLOOR WALL TO HAVE OPENINGS IF |
| | THE GLASS BLOCK IS FIRE RATED IN ACCORDANCE 705.8.2, |
| | SECTION 716.6 AND TABLE 716.6 FOR |
| | EXTERIOR WALLS, OPENING PROTECTION OF ? HOUR FIRE |
| | RATING. WE WOULD NEED TO SEE THE UL FIRE RATED |
| | ASSEMBLY. |
| | |
| | 4A) THE WEST ELEVATION SHOWS NEW IMPACT WINDOWS ON THE |
| | BASEMENT LEVEL. PLEASE SHOW COMPLIANCE WITH |
| | THE 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 |
| | (B) WINDOWS |
| | |
| | 4B) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| | 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP |
| | DRAWING STAMP OF APPROVAL) 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. |
| | |
| | 4C) 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. |
| | |
| | 4D) 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. |
| | |
| | 5) 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. |
| | |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| | 19 |
| | IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| | 561-718-9724. |
| | WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/ |
| | RETIRED. |
| | |
| | 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] |
| | |
| | |
