| Date |
Text |
| 2019-09-23 09:45:18 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19081399 |
| | ADD: 1105 N. DIXIE HWY. |
| | CONT: FINE LINE CONSTRUCTION |
| | TEL: 6500 GEORGIA AVE. |
| | 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. SEPT. 23/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) LIFE SAFETY SHEET LIST TWICE DEAD END CORRIDOR |
| | LENGTH IS 25 FEET. ONCE UNDER THE HEADING OF LIFE |
| | SAFETY REQUIREMENTS, THE 2ND TIME UNDER LIFE SAFETY |
| | DATA. IN NEITHER CASE DOES THE PLAN STATE WHERE THIS |
| | MEASUREMENT IS REFERENCED IN THE CODE? |
| | |
| | UNDER THE 2017 FBC-B FOR AN UNSPRINKLERED BUILDING, |
| | BUSINESS OCCUPANCY SECTION 1020.4 STATES DEAD END |
| | CORRIDORS SHALL BE NO LONGER THAN 20 FEET. UNDER THE |
| | 2017 EXIST. BUILDING CODE LEVEL II ALTERATION SECTION |
| | 805.6 THE CODE ALLOWS DEAD END CORRIDORS ARE ALLOWED TO |
| | BE 35 FEET WITH THE EXCEPTION TO SPRINKLERED BUILDINGS |
| | 50 FEET THE SAME AS THE FBC-B FOR SPRINKLERED |
| | BUILDINGS. PLEASE UPDATE THE PLANS. |
| | |
| | 2) PLEASE NOTE SHEET A-2 INDICATES CREATING NEW |
| | OPENINGS FOR WINDOWS AND DOORS AS WELL AS ON THE NORTH |
| | SIDE OF THE BUILDING STORAGE ROOM 125 THAT CROSSES THE |
| | PROPERTY LINE. THE EXISTING BUILDING SITS ON 1105 NORTH |
| | DIXIE BUT THE SAME OWNERS (JCK ENTERPRISES INC.) OWN |
| | THE 2 ADJACENT LOTS 1101 AND 1109. THE NEW PROPOSED |
| | OPENINGS ON THE SOUTH SIDE OF THE BUILDING WOULD |
| | VIOLATE THE AMOUNT OF ALLOWABLE OPENINGS IN TABLE 705.8 |
| | OF THE FBC-B AND ON THE NORTH SIDE THE EXISTING |
| | BUILDING THE STORAGE ROOM 125 TRANSGRESSES THE PROPERTY |
| | LINE. PLEASE GET A UNITY OF TITLE TO MAKE THESE |
| | MODIFICATIONS CODE COMPLIANT. |
| | |
| | CREATION OR EXTENSION OF NONCONFORMITY. 2017 EXISTING |
| | BUILDING CODE LEVEL II 701.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. CREATION OR EXTENSION OF |
| | NONCONFORMITY. ALL NEW WORK, RE-CONFIGURATION SHALL NOT |
| | CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING |
| | BUILDING TO WHICH THE RE-CONFIGURATION OF SPACE IS |
| | BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL |
| | STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY |
| | OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS. |
| | |
| | UNITY OF TITLE. |
| | THE PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL |
| | BOUNDARY LINES BETWEEN THE LOTS WHICH COMBINE TO FORM |
| | 'THE SITE'. A 'UNITY OF TITLE' SHALL BE |
| | RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A COPY OF THE |
| | RECORDED 'UNITY OF TITLE' DOCUMENT SO THAT FBC TABLE |
| | 601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED NOT |
| | APPLICABLE. |
| | SEE WEBSITE FOR APPLICATION: |
| | HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP |
| | "APPLICATION FOR UNITY OF TITLE" |
| | HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45 |
| | -38-UNITYOFTITLE3.PDF |
| | VINCENT J NOEL |
| | SURVEYOR/REAL ESTATE SUPERVISOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET |
| | WEST PALM BEACH, FL 33401 |
| | PHONE: 494-1040 EXT: 1096 |
| | FAX: 494-1116 |
| | E-MAIL: [email protected] |
| | ********************************************* |
| | MANUEL JULIAN GONZALEZ |
| | ENGINEERING PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 |
| | MOBILE: (561) 644-7301 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
| | |
| | 3) THIS BUILDING WAS BUILT IN 1930. ASBESTOS |
| | COMMERCIAL: PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT |
| | FROM THE CONTRACTOR, ON LETTERHEAD, STATING THAT THE |
| | INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM |
| | COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH |
| | COUNTY WILL BE FOLLOWED AND THAT NOTIFICATION WILL BE |
| | GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS |
| | REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE: |
| | |
| | HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE |
| | S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION- |
| | RENOVATION.HTML |
| | |
| | THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO |
| | [email protected]. THE INFORMATION SHOULD BE IN PDF |
| | FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE |
| | THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE. |
| | |
| | 4) SHEET A-2 INDICATES THE WIND SPEED OF 170 VULT, |
| | EXPOSURE C WITH WORST CASE WITH PRESSURES OF 41.9+/ |
| | 56.1- PSF. WHAT THE PLAN DOES NOT STATE IF THE |
| | PRESSURES ARE IN VULT SINCE THE WIND SPEED IS IN VULT |
| | OR IF THE PRESSURES ARE STATED IN VASD? WE WOULD ASSUME |
| | VASD, THEY WOULD BE CORRECT FOR A MEAN ROOF HEIGHT OF |
| | 15 FEET, ALSO AN UNKNOWN. |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1 ADMINISTRATIVE CODE SECTION 107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5) THE SUBMITTED FLORIDA APPROVAL FL# 25676 IS MISSING |
| | THE FRONT COVER SHEET. PLEASE NOTE THIS APPROVAL IS FOR |
| | CURTAIN WALL SYSTEM HEADER AND FLOOR ANCHORS ONLY. NONE |
| | OF THE CHARTS HAVE BEEN 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. |
| | |
| | 6) SHEET A-2 INDICATES NEW DOUBLE DOORS, LARGE MISSILE |
| | IMPACT DOOR AND A NEW REAR DOOR OPENING WITH METAL DOOR |
| | NORTH WALL. SOUTH WALL INDICATES NEW DOOR OPENING, |
| | LARGE MISSILE IMPACT AND METAL DOOR. THIS REVIEW NO |
| | PRODUCT APPROVALS FOR DOORS WERE SUBMITTED. |
| | 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. |
| | |
| | 7) 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.. |
| | |
| | 8) 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. |
| | |
| | 9) THE LIFE SAFETY PLAN, SHEET A-2 FLOOR PLAN NOR THE |
| | SHEET A-4 THE REFLECTIVE CEILING PLAN SHOW EXIT LIGHTS. |
| | THE ELECTRICAL SHEET E1 THE LIGHTING FLOOR PLAN DOES |
| | INDICATE 3 EXIT LIGHTS. NONE OF THE ARCHITECTURAL |
| | SHEETS SHOW COMPLIANCE WITH REQUIRED SIGNAGE FOR |
| | NON-ACCESSIBLE ENTRANCES/ EXITS. STEP/ LANDING JUST |
| | WITHIN THE DOORWAY. |
| | 2017 FBC-ACCESSIBILITY CODE SECTION 216.6 ENTRANCES. |
| | WHERE NOT ALL ENTRANCES COMPLY WITH 404, ENTRANCES |
| | COMPLYING WITH 404 SHALL BE IDENTIFIED BY THE |
| | INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH |
| | 703.7.2.1. DIRECTIONAL SIGNS COMPLYING WITH 703.5 THAT |
| | INDICATE THE LOCATION OF THE NEAREST ENTRANCE COMPLYING |
| | WITH 404 SHALL BE PROVIDED AT ENTRANCES THAT DO NOT |
| | COMPLY WITH 404. |
| | |
| | 10) SHEET ID-5 DETAIL: 18 SHOWS A BUILT IN SHELF WITH |
| | THE UPPER BREAK ROOM CABINETS. THE BOTTOM OF THE SHELF |
| | IS AT A HEIGHT OF 56 INCHES FROM FINISH FLOOR. THE |
| | ELECTRICAL SHEETS ( E2 & E3) INDICATE A RECESSED OUTLET |
| | ABOVE THE SHELF FOR A SMALL APPLIANCE OUTLET. THE |
| | PROPOSED LOCATION FOR THE SMALL APPLIANCE OUTLET DOES |
| | NOT COMPLY WITH THE ACCESSIBILITY CODE FOR: |
| | 308 REACH RANGES |
| | 308.2 FORWARD REACH. / 308.2.1 UNOBSTRUCTED/ 308.2.2 |
| | OBSTRUCTED HIGH REACH. |
| | 308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2 |
| | OBSTRUCTED HIGH REACH. |
| | AND POSSIBLY FOR : |
| | 309 OPERABLE PARTS |
| | 309.3 HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE |
| | OR MORE OF THE REACH RANGES SPECIFIED IN 308. |
| | 309.4 OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH |
| | ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, |
| | PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED |
| | TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. |
| | |
| | 11) SHEET ID-2 SHOWS THE RECEPTION DESK BUT THE PLAN |
| | DOES NOT SHOW WHERE THE CLEAR FLOOR SPACE (30 X 48 |
| | INCHES) FOR AN ACCESSIBLE COUNTER. ACCESS. CODE 904.4 |
| | EXCEPTION 904.4.1 OR 904.4.2. |
| | |
| | 12) SHEET ID-3 & 4: |
| | 12A) PLEASE NOTE ON THIS SHEET ALL OF THE WATER CLOSET |
| | GRAB BARS THE MEASUREMENTS ARE TAKEN CENTER LINE OF THE |
| | BAR TO THE FLOOR. |
| | GRAB BARS/ RESTROOMS. 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. |
| | |
| | 12B) DETAILS 6 & 8 THE TOILET PAPER DISPENSER DOES NOT |
| | SHOW COMPLIANCE WITH 2017 FBC-ACCESS. CODE 604.7 |
| | DISPENSERS AS DIMENSIONED. TOILET PAPER DISPENSERS. |
| | 2017 FBC-ACCESS. CODE 604.7 DISPENSERS. TOILET PAPER |
| | DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7 |
| | INCHES MINIMUM AND 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 GRAB BARS. |
| | DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS |
| | DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. |
| | 12C)(1) ALL OF THE RESTROOM ELEVATION DETAILS SHOW TILE |
| | WALLS TO A HEIGHT OF 40 INCHES/ 3 FEET 4 INCHES. PLEASE |
| | SHOW COMPLIANCE WITH THE 2017 FBC-B: |
| | 1210.2.2 WALLS AND PARTITIONS. WALLS AND PARTITIONS |
| | WITHIN 2 FEET (610 MM) OF SERVICE SINKS, URINALS AND |
| | WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT |
| | SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET (1219 MM) |
| | ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, |
| | THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE |
| | THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. |
| | |
| | 12C)(2) THIS REVIEW, I DIDN?T SEE NOTATION FOR THE TILE |
| | SUB-BASE IN THE RESTROOMS AND OR BATHROOMS AND |
| | COMPLIANCE WITH THE 2017 FBC-B SECTION: |
| | |
| | 2509.2 BASE FOR TILE. MATERIALS USED AS A BASE FOR WALL |
| | TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING |
| | PANELS IN SHOWER AREAS SHALL BE OF MATERIALS LISTED IN |
| | TABLE 2509.2 AND INSTALLED IN ACCORDANCE WITH THE |
| | MANUFACTURER?S RECOMMENDATIONS. WATER-RESISTANT GYPSUM |
| | BACKING BOARD SHALL BE USED AS A BASE FOR TILE IN WATER |
| | CLOSET COMPARTMENT WALLS WHEN INSTALLED IN ACCORDANCE |
| | WITH GA-216 OR ASTM C840 AND THE MANUFACTURER?S |
| | RECOMMENDATIONS. REGULAR GYPSUM WALLBOARD IS PERMITTED |
| | UNDER TILE OR WALL PANELS IN OTHER WALL AND CEILING |
| | AREAS WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM |
| | C840. |
| | |
| | 12D) SHEET ID-4 PRIVATE WATER CLOSET & SHOWER DOES NOT |
| | REQUIRE GRAB BARS IT DOES REQUIRE THE PLACEMENT OF |
| | BACKING FOR THE INSTALLATION OF FUTURE GRAB BARS. |
| | PLEASE REVIEW THE 2017 FBC-ACCESS. CODE SECTION 604.5 |
| | EXCEPTION # 1 & 608.3 EXCEPTION # 1. |
| | |
| | 13) 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] |
| | |
| | |
| | |
