Home Records and Reports Contractor Records Owner Records Permit Records Permit Reports Business Reports Property Records Business Tax My Account Code Enforcement Contact Us Log In/Out Print Plan Review Stops For Permit 21100050 Review Stop AIPP ART IN PUBLIC PLACES Rev No 1 Status N Date 2021-10-13 Cont ID   Sent By scwelter Date 2021-10-13 Time 14:13 Rev Time 0.00 Received By scwelter Date 2021-10-13 Time 14:13 Sent To   Notes ***NONE*** Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH Rev No 4 Status P Date 2022-04-06 Cont ID   Sent By jwitmer Date 2022-04-06 Time 07:19 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes ***NONE*** Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH Rev No 3 Status F Date 2022-02-08 Cont ID   Sent By jwitmer Date 2022-02-08 Time 08:35 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2022-02-08 08:35:12 COMMERCIAL ASBESTOS   TO THE BUILDING CONTRACTOR:   PALM BEACH COUNTY HEALTH DEPARTMENT NEEDS VERIFICATION   THE CONTRACTORS ARE AWARE OF THIS FL. STATE STATUTE.   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.       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] Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH Rev No 2 Status F Date 2021-12-07 Cont ID   Sent By jwitmer Date 2021-12-07 Time 12:15 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2021-12-07 12:09:32 COMMERCIAL ASBESTOS   TO THE BUILDING CONTRACTOR:   PALM BEACH COUNTY HEALTH DEPARTMENT NEEDS VERIFICATION   THE CONTRACTORS ARE AWARE OF THIS FL. STATE STATUTE.   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.       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]     Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH Rev No 1 Status F Date 2021-11-02 Cont ID   Sent By jwitmer Date 2021-11-02 Time 07:46 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2021-11-02 07:46:03 COMMERCIAL ASBESTOS   TO THE BUILDING CONTRACTOR:   PALM BEACH COUNTY HEALTH DEPARTMENT NEEDS VERIFICATION   THE CONTRACTORS ARE AWARE OF THIS FL. STATE STATUTE.   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.       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]     Review Stop B BUILDING (STRUCTURAL) Rev No 8 Status P Date 2022-08-23 Cont ID   Sent By jwitmer Date 2022-08-23 Time 12:20 Rev Time 0.00 Received By jwitmer Date 2022-08-23 Time 12:09 Sent To   Notes 2022-08-23 12:20:18 NEW A2, LS1 & S1 SHEETS PLANS READY FOR ISSUANCE. J   WITMER Review Stop B BUILDING (STRUCTURAL) Rev No 7 Status F Date 2022-08-22 Cont ID   Sent By jwitmer Date 2022-08-22 Time 09:06 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2022-08-22 09:06:22 WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION   SERVICES/ BUILDING DIVISION   2020 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 21100050   ADD: 2617 DIVISION AVE.   CONT: CHELLY INC.   TEL: 850-900-1349   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.       7TH REVIEW   DATE: MON. AUGUST 22ND/2022 NEW FLOOR PLAN FOR THE 2ND   FLOOR.   ACTION: DENIED       1) COMPLIED.       2) LIFE SAFETY SHEET VS. A2:       2A-F) COMPLIED.       2G) SEMI-COMPLIED, 7TH REVIEW. THANK YOU FOR A NEW SPEC   SHEET FOR THE INCLINED STAIR LIFT. THE LIFE SAFETY   FLOOR PLAN IT IS UNDERSTOOD 1ST FLOOR AND SECOND FLOOR   LANDING LOCATIONS, THE ISSUE I SEE IS ON THE A-2 FLOOR   PLAN, SECTION A/A-2. THIS SECTION IS POINTED FOR THE   VIEW TOWARDS THE EXTERIOR WALL. WHAT IS MISSING IN THIS   SECTION IS THE EXIT DOOR LEADING TO THE EXTERIOR. IT   WOULD APPEAR THE GUIDE RAILS FOR THE LIFT WOULD BLOCK   THE DOORWAY. IF THE GUARDRAIL WAS INSTALLED ON THE   OPPOSITE SIDE IT APPEARS IT WOULD BLOCK THE UPPER   LANDING. WE REALLY NEED THE MANUFACTURERS SHOP DRAWING   SHOWING HOW NEITHER LANDING WOULD BE BLOCKED NOR THE   EXIT. WHAT IS SUPPLIED IT APPEARS NOT TO BE CODE   COMPLIANT.       6TH REVIEW. SHEET LS-1 IT APPEARS THE FIRST-FLOOR PLAN   AND 1ST FLOOR STAIR LANDING IS MISSING, IT APPEARS THE   1ST FLOOR LANDING IS SHOWN ON THE 2ND FLOOR PLAN AND   THE 2ND FLOOR LANDING PLAN IS SHOWN ON THE 1ST FLOOR   PLAN. 107.2.1. ADDITIONAL INFORMATION IS REQUIRED.       THE 1ST FLOOR LANDING FOR THE INCLINED CHAIRLIFT AND   DOOR SWING APPEAR TO OVERLAP THE CHAIRLIFT BASE IT   WOULD APPEAR TO BE SOMEWHERE BETWEEN 3-4 INCHES IN   HEIGHT. DISCREPANCY. 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.   THE NEW VERTICAL 2ND FLOOR ADDITION CAN NOT CREATE A   NON-CONFORMITY. 2020 EXISTING BUILDING CODE 1101.2. 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 REGARDING ACCESSIBILITY, FIRE SAFETY, &   MEANS OF EGRESS SEE 2020 FBC-BUILDING SECTION 1011.3.   THE LIFT DOES NOT INDICATE 80-INCH CLEARANCE FOR A   PERSON THAT MAY NEED A CANE, CROTCHES OR WALKER FOR   ACCESSIBILITY. AS DRAWN THE DETAIL DOES NOT HAVE THE   REQUIRED 80 INCHES REQUIRED BY THE 2020 FBC-BUILDING   CODE SECTION 1011.3. AS DRAWN THE 2ND FLOOR LEVEL ON   THE RIGHT SIDE OF THE PAGE IS IN THE REQUIRED VERTICAL   80 INCHES FROM THE TOP OF THE INCLINED LIFT TAKEN FROM   THE BACK SIDE OF THE LIFT, NOT THE LEADING EDGE. PLEASE   ALSO REFER TO THE ADVISORY 410.1. 2020   FBC-ACCESSIBILITY CODE AN ACCESSIBLE ROUTE ALSO   REQUIRES 80 INCHES CLEAR HEIGHT. 2020 FBC-ACCESS. CODE   SECTION 307.4 VERTICAL CLEARANCE SHALL BE 80 INCHES   HIGH MINIMUM. DEFINITIONS: ACCESSIBLE MEANS OF EGRESS.   A CONTINUOUS AND UNOBSTRUCTED WAY OF EGRESS TRAVEL FROM   ANY POINT IN A BUILDING OF FACILITY THAT PROVIDES AN   ACCESSIBLE ROUTE TO AN AREA OF REFUGE, A HORIZONTAL   EXIT OR A PUBLIC WAY.   5TH REVIEW. SHEET A2 DOES SHOW AN INCLINE LIFT, BUT THE   LIFT DOES NOT INDICATE 80-INCH CLEARANCE FOR A PERSON   THAT MAY NEED A CANE, CROTCHES OR WALKER FOR   ACCESSIBILITY. AS DRAWN THE DETAIL DOES NOT HAVE THE   REQUIRED 80 INCHES REQUIRED BY THE 2020 FBC-BUILDING   CODE SECTION 1011.3. AS DRAWN THE 2ND FLOOR LEVEL ON   THE RIGHT SIDE OF THE PAGE IS IN THE REQUIRED VERTICAL   80 INCHES FROM THE TOP OF THE INCLINED LIFT TAKEN FROM   THE BACK SIDE OF THE LIFT, NOT THE LEADING EDGE.   THE 2ND ISSUE IS TO DATE THERE HAS BEEN NO CUT SHEETS   ON THE LIFT EITHER THE VERTICAL LIFT OR THE INCLINE   LIFT. PLATFORM LIFTS SHALL COMPLY WITH ASME A18.1.   PLEASE ALSO REFER TO THE ADVISORY 410.1. 2020   FBC-ACCESSIBILITY CODE.   THE THIRD ISSUE IS WITH NOT HAVING THE CUT SHEETS FOR   THE INCLINE LIFT, THE LIFT AS SHOWN MAY REQUIRE THE   INTERIOR STAIR TO BE WIDER TO ACCOMMODATE THE INCLINE   LIFT.   4TH REQUEST. SHEETS A-2 & LIFE SAFETY SHEET FOR THE NEW   CONSTRUCTION OF THE 2ND FLOOR TO ACHIEVE VERTICAL   ACCESSIBILITY SHOW THE USE OF AN ADA STAIR LIFT WITHIN   THE STAIRWELL FOR VERTICAL ACCESSIBILITY. PLEASE   PROVIDE THE MANUFACTURERS TECHNICAL SHEETS FOR THE   INCLINED PLATFORM LIFT, HOW IT WILL BE STORED WHEN NOT   IN USE. BECAUSE ACCESSIBLE ROUTE (STAIRS) REQUIRES AN   80-INCH VERTICAL CLEARANCE. CARE SHOULD BE TAKEN IN   SELECTING LIFTS AS THEY MAY NOT BE EQUALLY SUITABLE FOR   USE BY PEOPLE USING WHEELCHAIRS AND STANDING. IF A LIFT   DOES NOT PROVIDE 80 INCHES VERTICAL CLEARANCE, IT   CANNOT BE CONSIDERED PART OF AN ACCESSIBLE ROUTE IN NEW   CONSTRUCTION.   ONCE A INCLINED LIFT IS SELECTED FOR USE ON STAIRS,   PLEASE PROVIDE A ELEVATION VIEW OF THE STAIRWAY WITH   THE LIFT PARTWAY UP THE STAIRS, SHOWING A STANDING   PERSON AND COMPLYING WITH SECTION 1011.3 HEADROOM   STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF   NOT LESS THAN 80 INCHES MEASURED VERTICALLY FROM A LINE   CONNECTING THE TOP OF THE INCLINED LIFT TO THE STAIR   CEILING.       3RD ROUND OF COMMENTS. SHEET A2 MISSING THE VERTICAL   ACCESSIBILITY TO THE FIRST FLOOR AND VERTICAL   ACCESSIBILITY TO THE 2ND FLOOR.   2ND REQUEST. THE SP SHEET SHOWS THE LOCATION FOR LIFT.   NO DETAILS FOR THE 2ND FLOOR. RESPONSE STATES SEE SHEET   A-2 FOR LIFT TO 2ND FLOOR. NOT THERE, THE LULA LIFT   SHOULD ALSO SHOW ON THE LIFE SAFETY PLAN. THE LIFE   SAFETY PLAN HAS TO ISSUES AT LEAST WITH VERTICAL   ACCESSIBILITY, THE 1ST IS VERTICAL ACCESSIBILITY TO THE   NEW 2ND FLOOR, THE 2ND AN ACCESSIBLE ENTRANCE, WHERE   YOU DO NOT GO UP A RAMP FOR VEHICLES. THE 2020 EXISTING   BUILDING CODE FOR ADDITIONS SEE SECTION 1105.1 IT   REFERS YOU BACK TO THE ACCESSIBILITY CODE, NEW WORK   MUST COMPLY WITH THE ACCESSIBILITY CODE AND FOR   EXISTING BUILDING AN ADDITION THAT AFFECTS THE   ACCESSIBILITY TO OR CONTAINS AN AREA OF. PRIMARY   FUNCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE   FLORID BUILDING CODE, ACCESSIBILITY.       3-18) COMPLIED.       19) PASSED/ BUILDING PROVISO: WELDED OR BOLTED   CONNECTIONS. THIS BUILDING CONTAINS EITHER BOLTED AND   OR WELDED CONNECTIONS. THE CONTRACTOR IS REQUIRED TO   PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR   PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH   THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR   FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY   CERTIFICATION WILL BE REQUIRED.   THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO   COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS   SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING   INSPECTION.   2020 FBC-B 2204.1 WELDING   1. WELD PROCEDURES SPECIFICATIONS   2. QUALIFICATIONS OF WELDING PERSONAL   2017 FBC-B 2204.2 BOLTING.   IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,   PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD   AT 561-805-6666.       20-22) COMPLIED.       5TH REVIEW, NEW COMMENTS!! NEW 2ND FLOOR PLAN.       23) 7TH REVIEW SEMI-COMPLIED NEW SURVEY. THE UPDATED   SURVEY WILL NEED TO SHOW A DETAILED SECTION OF THE   PROPERTY LINE WHERE THE 2-FOOT OFFSET IS IN THE WEST   PROPERTY LINE, SOUTH WHERE THE PROPOSED EXTERIOR STAIR   LOCATION WILL BE BUILT, HOW FAR THE BUILDING IS TO THE   PROPERTY LINE. SHEETS LS1-LIFE SAFETY PLAN, A2 FLOOR   PLAN, A-6 STAIR DETAILS NOR SHEET S1 INDICATE THE CLEAR   WIDTH OF THIS STAIR, THE OUTER MOST WIDTH MEASUREMENT   OF THE STAIR WIDTH. SHEET S1 INDICATES A WF-24 STAIR   FOUNDATION, BUT NOT FOUND ON THE FOUNDATION SCHEDULE.   PLEASE NOTE THE LS-1 SHEET TABLE 705.8 DOES NOT ALLOW   FOR OPENINGS WHERE EXTERIOR WALL IS 3 FEET OR LESS.       24) 4TH REQUEST. THE NEW PROPOSED EXTERIOR STAIRWAY MAY   BE BUILT OVER THE PROPERTY LINE OR UP TO THE PROPERTY   LINE.   2ND REQUEST. THE NEW LOCATION FOR THE 2ND STORY   ADDITION AND EXTERIOR EXIT STAIR PLEASE SHOW ACCESS TO   THE PUBLIC WAY ON THE SITE PLAN. 2020 FBC-BUILDING CODE   1028.5 & REQUIREMENTS FOR EGRESS COURTS AT PROPERTY   LINES SEE SECTION 1028.4.2.       25-35) COMPLIED.               36) 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.   AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING   FROM CITY HALL.   MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM   PART-TIME/ 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]     Review Stop B BUILDING (STRUCTURAL) Rev No 6 Status F Date 2022-08-09 Cont ID   Sent By jwitmer Date 2022-08-09 Time 11:33 Rev Time 0.00 Received By jwitmer Date 2022-08-09 Time 07:49 Sent To   Notes 2022-08-09 11:33:24 WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION   SERVICES/ BUILDING DIVISION   2020 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 21100050   ADD: 2617 DIVISION AVE.   CONT: CHELLY INC.   TEL: 850-900-1349   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.       6TH REVIEW   DATE: TUES. AUGUST 09TH/2022 NEW FLOOR PLAN FOR THE 2ND   FLOOR.   ACTION: DENIED       1) COMPLIED.       2) LIFE SAFETY SHEET VS. A2:       2A-F) COMPLIED.       2G) SEMI-COMPLIED, 6TH REVIEW. SHEET LS-1 IT APPEARS   THE FIRST-FLOOR PLAN AND 1ST FLOOR STAIR LANDING IS   MISSING, IT APPEARS THE 1ST FLOOR LANDING IS SHOWN ON   THE 2ND FLOOR PLAN AND THE 2ND FLOOR LANDING PLAN IS   SHOWN ON THE 1ST FLOOR PLAN. 107.2.1. ADDITIONAL   INFORMATION IS REQUIRED.       THE 1ST FLOOR LANDING FOR THE INCLINED CHAIRLIFT AND   DOOR SWING APPEAR TO OVERLAP THE CHAIRLIFT BASE IT   WOULD APPEAR TO BE SOMEWHERE BETWEEN 3-4 INCHES IN   HEIGHT. DISCREPANCY. 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.   THE NEW VERTICAL 2ND FLOOR ADDITION CAN NOT CREATE A   NON-CONFORMITY. 2020 EXISTING BUILDING CODE 1101.2. 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 REGARDING ACCESSIBILITY, FIRE SAFETY, &   MEANS OF EGRESS SEE 2020 FBC-BUILDING SECTION 1011.3.   THE LIFT DOES NOT INDICATE 80-INCH CLEARANCE FOR A   PERSON THAT MAY NEED A CANE, CROTCHES OR WALKER FOR   ACCESSIBILITY. AS DRAWN THE DETAIL DOES NOT HAVE THE   REQUIRED 80 INCHES REQUIRED BY THE 2020 FBC-BUILDING   CODE SECTION 1011.3. AS DRAWN THE 2ND FLOOR LEVEL ON   THE RIGHT SIDE OF THE PAGE IS IN THE REQUIRED VERTICAL   80 INCHES FROM THE TOP OF THE INCLINED LIFT TAKEN FROM   THE BACK SIDE OF THE LIFT, NOT THE LEADING EDGE. PLEASE   ALSO REFER TO THE ADVISORY 410.1. 2020   FBC-ACCESSIBILITY CODE AN ACCESSIBLE ROUTE ALSO   REQUIRES 80 INCHES CLEAR HEIGHT. 2020 FBC-ACCESS. CODE   SECTION 307.4 VERTICAL CLEARANCE SHALL BE 80 INCHES   HIGH MINIMUM. DEFINITIONS: ACCESSIBLE MEANS OF EGRESS.   A CONTINUOUS AND UNOBSTRUCTED WAY OF EGRESS TRAVEL FROM   ANY POINT IN A BUILDING OF FACILITY THAT PROVIDES AN   ACCESSIBLE ROUTE TO AN AREA OF REFUGE, A HORIZONTAL   EXIT OR A PUBLIC WAY.   5TH REVIEW. SHEET A2 DOES SHOW AN INCLINE LIFT, BUT THE   LIFT DOES NOT INDICATE 80-INCH CLEARANCE FOR A PERSON   THAT MAY NEED A CANE, CROTCHES OR WALKER FOR   ACCESSIBILITY. AS DRAWN THE DETAIL DOES NOT HAVE THE   REQUIRED 80 INCHES REQUIRED BY THE 2020 FBC-BUILDING   CODE SECTION 1011.3. AS DRAWN THE 2ND FLOOR LEVEL ON   THE RIGHT SIDE OF THE PAGE IS IN THE REQUIRED VERTICAL   80 INCHES FROM THE TOP OF THE INCLINED LIFT TAKEN FROM   THE BACK SIDE OF THE LIFT, NOT THE LEADING EDGE.   THE 2ND ISSUE IS TO DATE THERE HAS BEEN NO CUT SHEETS   ON THE LIFT EITHER THE VERTICAL LIFT OR THE INCLINE   LIFT. PLATFORM LIFTS SHALL COMPLY WITH ASME A18.1.   PLEASE ALSO REFER TO THE ADVISORY 410.1. 2020   FBC-ACCESSIBILITY CODE.   THE THIRD ISSUE IS WITH NOT HAVING THE CUT SHEETS FOR   THE INCLINE LIFT, THE LIFT AS SHOWN MAY REQUIRE THE   INTERIOR STAIR TO BE WIDER TO ACCOMMODATE THE INCLINE   LIFT.   4TH REQUEST. SHEETS A-2 & LIFE SAFETY SHEET FOR THE NEW   CONSTRUCTION OF THE 2ND FLOOR TO ACHIEVE VERTICAL   ACCESSIBILITY SHOW THE USE OF AN ADA STAIR LIFT WITHIN   THE STAIRWELL FOR VERTICAL ACCESSIBILITY. PLEASE   PROVIDE THE MANUFACTURERS TECHNICAL SHEETS FOR THE   INCLINED PLATFORM LIFT, HOW IT WILL BE STORED WHEN NOT   IN USE. BECAUSE ACCESSIBLE ROUTE (STAIRS) REQUIRES AN   80-INCH VERTICAL CLEARANCE. CARE SHOULD BE TAKEN IN   SELECTING LIFTS AS THEY MAY NOT BE EQUALLY SUITABLE FOR   USE BY PEOPLE USING WHEELCHAIRS AND STANDING. IF A LIFT   DOES NOT PROVIDE 80 INCHES VERTICAL CLEARANCE, IT   CANNOT BE CONSIDERED PART OF AN ACCESSIBLE ROUTE IN NEW   CONSTRUCTION.   ONCE A INCLINED LIFT IS SELECTED FOR USE ON STAIRS,   PLEASE PROVIDE A ELEVATION VIEW OF THE STAIRWAY WITH   THE LIFT PARTWAY UP THE STAIRS, SHOWING A STANDING   PERSON AND COMPLYING WITH SECTION 1011.3 HEADROOM   STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF   NOT LESS THAN 80 INCHES MEASURED VERTICALLY FROM A LINE   CONNECTING THE TOP OF THE INCLINED LIFT TO THE STAIR   CEILING.       3RD ROUND OF COMMENTS. SHEET A2 MISSING THE VERTICAL   ACCESSIBILITY TO THE FIRST FLOOR AND VERTICAL   ACCESSIBILITY TO THE 2ND FLOOR.   2ND REQUEST. THE SP SHEET SHOWS THE LOCATION FOR LIFT.   NO DETAILS FOR THE 2ND FLOOR. RESPONSE STATES SEE SHEET   A-2 FOR LIFT TO 2ND FLOOR. NOT THERE, THE LULA LIFT   SHOULD ALSO SHOW ON THE LIFE SAFETY PLAN. THE LIFE   SAFETY PLAN HAS TO ISSUES AT LEAST WITH VERTICAL   ACCESSIBILITY, THE 1ST IS VERTICAL ACCESSIBILITY TO THE   NEW 2ND FLOOR, THE 2ND AN ACCESSIBLE ENTRANCE, WHERE   YOU DO NOT GO UP A RAMP FOR VEHICLES. THE 2020 EXISTING   BUILDING CODE FOR ADDITIONS SEE SECTION 1105.1 IT   REFERS YOU BACK TO THE ACCESSIBILITY CODE, NEW WORK   MUST COMPLY WITH THE ACCESSIBILITY CODE AND FOR   EXISTING BUILDING AN ADDITION THAT AFFECTS THE   ACCESSIBILITY TO OR CONTAINS AN AREA OF. PRIMARY   FUNCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE   FLORID BUILDING CODE, ACCESSIBILITY.       3-18) COMPLIED.       19) PASSED/ BUILDING PROVISO: WELDED OR BOLTED   CONNECTIONS. THIS BUILDING CONTAINS EITHER BOLTED AND   OR WELDED CONNECTIONS. THE CONTRACTOR IS REQUIRED TO   PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR   PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH   THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR   FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY   CERTIFICATION WILL BE REQUIRED.   THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO   COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS   SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING   INSPECTION.   2020 FBC-B 2204.1 WELDING   1. WELD PROCEDURES SPECIFICATIONS   2. QUALIFICATIONS OF WELDING PERSONAL   2017 FBC-B 2204.2 BOLTING.   IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,   PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD   AT 561-805-6666.       20-22) COMPLIED.       5TH REVIEW, NEW COMMENTS!! NEW 2ND FLOOR PLAN.       23) 2ND REQUEST. THE RESPONSE LETTER STATED A SURVEY   WAS ADDED, I DID NOT SEE ONE ONLY SHEETS SP-1, SP-2 &   C1.   PLEASE PROVIDE A NEW SURVEY TO DETERMINE THE DISTANCE   FROM PROPERTY LINES. 2020 W. P. B. ADMINISTRATIVE   CODE107.3.5 MINIMUM PLAN REVIEW CRITERIA   2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATIVE CODE SECTION:   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:   SURVEY       24) 2ND REQUEST. THE NEW LOCATION FOR THE 2ND STORY   ADDITION AND EXTERIOR EXIT STAIR PLEASE SHOW ACCESS TO   THE PUBLIC WAY ON THE SITE PLAN. 2020 FBC-BUILDING CODE   1028.5 & REQUIREMENTS FOR EGRESS COURTS AT PROPERTY   LINES SEE SECTION 1028.4.2.       25-35) COMPLIED.               36) 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.   AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING   FROM CITY HALL.   MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM   PART-TIME/ 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]     Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status F Date 2022-05-18 Cont ID   Sent By jwitmer Date 2022-05-18 Time 10:59 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2022-05-18 11:00:03 WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION   SERVICES/ BUILDING DIVISION   2020 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 21100050   ADD: 2617 DIVISION AVE.   CONT: CHELLY INC.   TEL: 850-900-1349   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.       5TH REVIEW   DATE: WED. MAY 18TH/2022 NEW FLOOR PLAN FOR THE 2ND   FLOOR.   ACTION: DENIED       1) COMPLIED.       2) LIFE SAFETY SHEET VS. A2:       2A-F) COMPLIED.       2G) SEMI-COMPLIED, 5TH REVIEW. SHEET A5 DOES SHOW A   INCLINE LIFT, BUT THE LIFT DOES NOT INDICATE 80 INCH   CLEARANCE FOR A PERSON THAT MAY NEED A CANE OR WALKER   FOR ACCESSIBILITY. AS DRAWN THE DETAIL DOES NOT HAVE   THE REQUIRED 80 INCHES REQUIRED BY THE 2020   FBC-BUILDING CODE SECTION 1011.3. AS DRAWN THE 2ND   FLOOR LEVEL ON THE RIGHT SIDE OF THE PAGE IS IN THE   REQUIRED VERTICAL 80 INCHES FROM THE TOP OF THE   INCLINED LIFT TAKEN FROM THE BACK SIDE OF THE LIFT, NOT   THE LEADING EDGE.   THE 2ND ISSUE IS TO DATE THERE HAS BEEN NO CUT SHEETS   ON THE LIFT EITHER THE VERTICAL LIFT OR THE INCLINE   LIFT. PLATFORM LIFTS SHALL COMPLY WITH ASME A18.1.   PLEASE ALSO REFER TO THE ADVISORY410.1. 2020   FBC-ACCESSIBILITY CODE.   THE THIRD ISSUE IS WITH NOT HAVING THE CUT SHEETS FOR   THE INCLINE LIFT, THE LIFT AS SHOWN MAY REQUIRE THE   INTERIOR STAIR TO BE WIDER TO ACCOMMODATE THE INCLINE   LIFT.   4TH REQUEST. SHEETS A-2 & LIFE SAFETY SHEET FOR THE NEW   CONSTRUCTION OF THE 2ND FLOOR TO ACHIEVE VERTICAL   ACCESSIBILITY SHOW THE USE OF AN ADA STAIR LIFT WITHIN   THE STAIRWELL FOR VERTICAL ACCESSIBILITY. PLEASE   PROVIDE THE MANUFACTURERS TECHNICAL SHEETS FOR THE   INCLINED PLATFORM LIFT, HOW IT WILL BE STORED WHEN NOT   IN USE. BECAUSE ACCESSIBLE ROUTE (STAIRS) REQUIRES AN   80-INCH VERTICAL CLEARANCE. CARE SHOULD BE TAKEN IN   SELECTING LIFTS AS THEY MAY NOT BE EQUALLY SUITABLE FOR   USE BY PEOPLE USING WHEELCHAIRS AND STANDING. IF A LIFT   DOES NOT PROVIDE 80 INCHES VERTICAL CLEARANCE, IT   CANNOT BE CONSIDERED PART OF AN ACCESSIBLE ROUTE IN NEW   CONSTRUCTION.   ONCE A INCLINED LIFT IS SELECTED FOR USE ON STAIRS,   PLEASE PROVIDE A ELEVATION VIEW OF THE STAIRWAY WITH   THE LIFT PARTWAY UP THE STAIRS, SHOWING A STANDING   PERSON AND COMPLYING WITH SECTION 1011.3 HEADROOM   STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF   NOT LESS THAN 80 INCHES MEASURED VERTICALLY FROM A LINE   CONNECTING THE TOP OF THE INCLINED LIFT TO THE STAIR   CEILING.       3RD ROUND OF COMMENTS. SHEET A2 MISSING THE VERTICAL   ACCESSIBILITY TO THE FIRST FLOOR AND VERTICAL   ACCESSIBILITY TO THE 2ND FLOOR.   2ND REQUEST. THE SP SHEET SHOWS THE LOCATION FOR LIFT.   NO DETAILS FOR THE 2ND FLOOR. RESPONSE STATES SEE SHEET   A-2 FOR LIFT TO 2ND FLOOR. NOT THERE, THE LULA LIFT   SHOULD ALSO SHOW ON THE LIFE SAFETY PLAN. THE LIFE   SAFETY PLAN HAS TO ISSUES AT LEAST WITH VERTICAL   ACCESSIBILITY, THE 1ST IS VERTICAL ACCESSIBILITY TO THE   NEW 2ND FLOOR, THE 2ND AN ACCESSIBLE ENTRANCE, WHERE   YOU DO NOT GO UP A RAMP FOR VEHICLES. THE 2020 EXISTING   BUILDING CODE FOR ADDITIONS SEE SECTION 1105.1 IT   REFERS YOU BACK TO THE ACCESSIBILITY CODE, NEW WORK   MUST COMPLY WITH THE ACCESSIBILITY CODE AND FOR   EXISTING BUILDING AN ADDITION THAT AFFECTS THE   ACCESSIBILITY TO OR CONTAINS AN AREA OF. PRIMARY   FUNCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE   FLORID BUILDING CODE, ACCESSIBILITY.       3-18) COMPLIED.       19) PASSED/ BUILDING PROVISO: WELDED OR BOLTED   CONNECTIONS. THIS BUILDING CONTAINS EITHER BOLTED AND   OR WELDED CONNECTIONS. THE CONTRACTOR IS REQUIRED TO   PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR   PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH   THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR   FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY   CERTIFICATION WILL BE REQUIRED.   THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO   COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS   SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING   INSPECTION.   2020 FBC-B 2204.1 WELDING   1. WELD PROCEDURES SPECIFICATIONS   2. QUALIFICATIONS OF WELDING PERSONAL   2017 FBC-B 2204.2 BOLTING.   IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,   PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD   AT 561-805-6666.       20-22) COMPLIED.       NEW COMMENTS!! NEW 2ND FLOOR PLAN.       23) PLEASE PROVIDE A NEW SURVEY TO DETERMINE THE   DISTANCE FROM PROPERTY LINES. 2020 W. P. B.   ADMINISTRATIVE CODE107.3.5 MINIMUM PLAN REVIEW CRITERIA   2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATIVE CODE SECTION:   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:   SURVEY       24) THE NEW LOCATION FOR THE 2ND STORY ADDITION AND   EXTERIOR EXIT STAIR PLEASE SHOW ACCESS TO THE PUBLIC   WAY ON THE SITE PLAN. 2020 FBC-BUILDING CODE 1028.5.       25) PLEASE PROVIDE RISE AND RUN RISER HEIGHT AND TREAD   DEPTH FOR BOTH SETS OF STAIRS IN ACCORDANCE WITH 2020   FBC-BUILDING 1011.5.2. ALSO PROVIDE COMPLIANCE WITH   1011.5.5.3 SOLID RISERS FOR BOTH SETS OF STAIRS.       26) THE FLOOR PLAN A-2 DOES NOT PORTRAY WHAT HAPPENS   UNDER THE INTERIOR & EXTERIOR STAIRWAY, SHOW COMPLIANCE   WITH 1011.7.4 FIRE RATING.       27) PLEASE SHOW HANDRAIL COMPLIANCE WITH 2020 FBC-B   1011.11.       28) THE EXTERIOR STAIR WILL NEED TO SHOE COMPLIANCE FOR   BOTH HANDRAILS IN COMPLIANCE WITH FBC-BUILDING CODE   SECTION 1011.11 AND GUARDS IN COMPLIANCE WITH 1011.3   AND SECTION1015.       29) THE FLOOR PLAN A2 NOR LIFE SAFETY PLAN SHOW THE   LIVE LOADS BOTH STAIRS ARE TO BE BUILT. 2020   FBC-BUILDING CODE TABLE 1607.1 (30).       30) THE FLOOR PLAN A2 DOES NOT INDICATE WHAT TYPE OF   MATERIALS THE STAIRS ARE TO BE BUILT. SHOW COMPLIANCE   WITH SECTION 1011.7 STAIR CONSTRUCTION. BUILDING   CONSTRUCTION TYPE IIB.       31) THE COVERSHEET LISTS THE LIVE LOADS FOR THE 2ND   FLOOR FOR CORRIDORS AND OFFICES BUT NOT FOR STORAGE   OCCUPANCIES, SHOW COMPLIANCE WITH THE 2020 FBC-BUILDING   CODE TABLE 1607.1(31).       32) OLD COMMENT 2A. WALL TAGS ARE INDICATED ON SHEET   A2. CREATION OR EXTENSION OF NONCONFORMITY. (ADDITIONS)   2020 FLORIDA EXISTING BUILDING CODE CHAPTER 11 FOR   ADDITIONS AND SECTION 1103.1 FOR VERTICAL ADDITIONS.   UPDATE PLANS. 2020 EXISTING BUILDING CODE SECTION   1101.2 CREATION OR NONCONFORMITY. AN ADDITION SHALL NOT   CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING   BUILDING TO WHICH THE ADDITION IS BEING MADE WITH   REGARDS TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE   SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL,   PLUMBING OR ELECTRICAL SYSTEMS.   MISSING INFORMATION IS THE TABLE 501 FIRE RESISTANCE   RATING REQUIREMENTS FOR BUILDING ELEMENTS (HRS). AND   TABLE 602 FIRE-RESISTANCE RATINGS FOR THE EXTERIOR   WALLS BASED ON FIRE SEPARATION DISTANCE OF THE 2020   FBC-BUILDING CODE AND TABLE 705.8 MAXIMUM AREA OF   EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION   DISTANCE AND DEGREE OF OPENING PROTECTION. ALSO SUPPLY   A CURRENT SURVEY WITH BUILDING DISTANCE TO PROPERTY   LINE.   1ST ROUND OF COMMENTS. USES FOR EACH AREA ARE UNKNOWN,   EACH AREA DOES NOT HAVE IDENTIFICATION TAGS, THERE ARE   NO WALL TAGS IDENTIFYING WALL TYPES.       33) SHEET S-1 SHOW THE USE OF HELICAL PIERS PLEASE   PROVIDE THE SOILS REPORT INDICATING THE INSTALLATION OF   HELICAL PIERS REQUIRED AND LOADS TO BE CARRIED. 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.       34) SHEET S1 ON THE LEFT HAND SIDE OF THE SHEET   INTERIOR END WALL THERE IS SHOWN WHAT APPEARS 3 HELICAL   ANCHORS THE PLAN IS NOT CLEAR IF THIS ARE OF THE PLAN   IS A CONTINUOUS FOOTER OR A ISOLATED PAD FOUNDATION FOR   THE EXISTING COLUMN? 107.2.1. ADDITIONAL INFORMATION IS   REQUIRED.       35) SHEET S-3 ELEVATIONS SHOWS THE NEW EXTERIOR STAIR   WITH WHAT APPEARS TO BE STEEL POST FOR THE UPPER   LANDING. SHEET S-1 DOES NOT SHOW FOOTERS OR ISOLATED   FOUNDATION PADS TO RECEIVE THE UPRIGHT POST. 107.2.1   ADDITIONAL INFORMATION IS REQUIRED.       36) 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.   AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING   FROM CITY HALL.   MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM   PART-TIME/ 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]     Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status F Date 2022-04-06 Cont ID   Sent By jwitmer Date 2022-04-06 Time 08:13 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2022-04-06 08:13:40 WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION   SERVICES/ BUILDING DIVISION   2020 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 21100050   ADD: 2617 DIVISION AVE.   CONT: CHELLY INC.   TEL: 850-900-1349   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.       4TH REVIEW   DATE: WED. APRIL 06TH/2022   ACTION: DENIED       1) COMPLIED.       2) LIFE SAFETY SHEET VS. A2:       2A-F) COMPLIED.       2G) SEMI-COMPLIED 4TH REQUEST. SHEETS A-2 & LIFE SAFETY   SHEET FOR THE NEW CONSTRUCTION OF THE 2ND FLOOR TO   ACHIEVE VERTICAL ACCESSIBILITY SHOW THE USE OF AN ADA   STAIR LIFT WITHIN THE STAIRWELL FOR VERTICAL   ACCESSIBILITY. PLEASE PROVIDE THE MANUFACTURERS   TECHNICAL SHEETS FOR THE INCLINED PLATFORM LIFT, HOW IT   WILL BE STORED WHEN NOT IN USE. BECAUSE ACCESSIBLE   ROUTE (STAIRS) REQUIRES AN 80-INCH VERTICAL CLEARANCE.   CARE SHOULD BE TAKEN IN SELECTING LIFTS AS THEY MAY NOT   BE EQUALLY SUITABLE FOR USE BY PEOPLE USING WHEELCHAIRS   AND STANDING. IF A LIFT DOES NOT PROVIDE 80 INCHES   VERTICAL CLEARANCE, IT CANNOT BE CONSIDERED PART OF AN   ACCESSIBLE ROUTE IN NEW CONSTRUCTION.   ONCE A INCLINED LIFT IS SELECTED FOR USE ON STAIRS,   PLEASE PROVIDE A ELEVATION VIEW OF THE STAIRWAY WITH   THE LIFT PARTWAY UP THE STAIRS, SHOWING A STANDING   PERSON AND COMPLYING WITH SECTION 1011.3 HEADROOM   STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF   NOT LESS THAN 80 INCHES MEASURED VERTICALLY FROM A LINE   CONNECTING THE TOP OF THE INCLINED LIFT TO THE STAIR   CEILING.       3RD ROUND OF COMMENTS. SHEET A2 MISSING THE VERTICAL   ACCESSIBILITY TO THE FIRST FLOOR AND VERTICAL   ACCESSIBILITY TO THE 2ND FLOOR.   2ND REQUEST. THE SP SHEET SHOWS THE LOCATION FOR LIFT.   NO DETAILS FOR THE 2ND FLOOR. RESPONSE STATES SEE SHEET   A-2 FOR LIFT TO 2ND FLOOR. NOT THERE, THE LULA LIFT   SHOULD ALSO SHOW ON THE LIFE SAFETY PLAN. THE LIFE   SAFETY PLAN HAS TO ISSUES AT LEAST WITH VERTICAL   ACCESSIBILITY, THE 1ST IS VERTICAL ACCESSIBILITY TO THE   NEW 2ND FLOOR, THE 2ND AN ACCESSIBLE ENTRANCE, WHERE   YOU DO NOT GO UP A RAMP FOR VEHICLES. THE 2020 EXISTING   BUILDING CODE FOR ADDITIONS SEE SECTION 1105.1 IT   REFERS YOU BACK TO THE ACCESSIBILITY CODE, NEW WORK   MUST COMPLY WITH THE ACCESSIBILITY CODE AND FOR   EXISTING BUILDING AN ADDITION THAT AFFECTS THE   ACCESSIBILITY TO OR CONTAINS AN AREA OF. PRIMARY   FUNCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE   FLORID BUILDING CODE, ACCESSIBILITY.       3-18) COMPLIED.       19) PASSED/ BUILDING PROVISO: WELDED OR BOLTED   CONNECTIONS. THIS BUILDING CONTAINS EITHER BOLTED AND   OR WELDED CONNECTIONS. THE CONTRACTOR IS REQUIRED TO   PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR   PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH   THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR   FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY   CERTIFICATION WILL BE REQUIRED.   THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO   COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS   SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING   INSPECTION.   2020 FBC-B 2204.1 WELDING   1. WELD PROCEDURES SPECIFICATIONS   2. QUALIFICATIONS OF WELDING PERSONAL   2017 FBC-B 2204.2 BOLTING.   IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,   PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD   AT 561-805-6666.       20-22) COMPLIED.       23) 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.   AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING   FROM CITY HALL.   MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM   PART-TIME/ 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]     Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2022-02-08 Cont ID   Sent By jwitmer Date 2022-02-08 Time 08:34 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2022-02-08 08:34:03 WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION   SERVICES/ BUILDING DIVISION   2020 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 21100050   ADD: 2617 DIVISION AVE.   CONT: CHELLY INC.   TEL: 850-900-1349   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.       3RD REVIEW   DATE: TUES. FEB. 08TH/2022   ACTION: DENIED       1) COMPLIED.       2) LIFE SAFETY SHEET VS. A2:       2A-F) COMPLIED.       2G)3RD REQUEST. MISSING THE SP SHEET. SHEET A2 MISSING   THE VERTICAL ACCESSIBILITY TO THE FIRST FLOOR AND   VERTICAL ACCESSIBILITY TO THE 2ND FLOOR.   2ND REQUEST. THE SP SHEET SHOWS THE LOCATION FOR LIFT.   NO DETAILS FOR THE 2ND FLOOR. RESPONSE STATES SEE SHEET   A-2 FOR LIFT TO 2ND FLOOR. NOT THERE, THE LULA LIFT   SHOULD ALSO SHOW ON THE LIFE SAFETY PLAN. THE LIFE   SAFETY PLAN HAS TO ISSUES AT LEAST WITH VERTICAL   ACCESSIBILITY, THE 1ST IS VERTICAL ACCESSIBILITY TO THE   NEW 2ND FLOOR, THE 2ND AN ACCESSIBLE ENTRANCE, WHERE   YOU DO NOT GO UP A RAMP FOR VEHICLES. THE 2020 EXISTING   BUILDING CODE FOR ADDITIONS SEE SECTION 1105.1 IT   REFERS YOU BACK TO THE ACCESSIBILITY CODE, NEW WORK   MUST COMPLY WITH THE ACCESSIBILITY CODE AND FOR   EXISTING BUILDING AN ADDITION THAT AFFECTS THE   ACCESSIBILITY TO OR CONTAINS AN AREA OF. PRIMARY   FUNCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE   FLORID BUILDING CODE, ACCESSIBILITY.       2G)(1) VERTICAL ACCESSIBILITY SEE 201.1.1 BUILDINGS,   STRUCTURES AT A MINIMUM, COMPLY WITH THE REQUIREMENTS   OF THE ADA STANDARDS, FLORIDA ACCESSIBILITY BOARD CAN   ONLY PROVIDE A WAIVER DOWN TO THE ADA STANDARDS.       2G(2) 2ND REQUEST. RESPONSE STATES SEE CONTRACTOR   LETTER FOR DISPROPORTIONATE COST. NO LETTER.   1ST REQUEST. FLORIDA ACCESSIBILITY CODE SECTION:   DISPROPORTIONATE COST 202.4.1. PLEASE REVIEW HOW YOU   ARE TO MEET DISPROPORTIONATE COST. EITHER THE   CONTRACTOR OR THE DESIGNER OF RECORD ON THEIR   LETTERHEAD NEED TO SHOW HOW THEY ARE GOING TO SPEND UP   TO THE 20% DISPROPORTIONATE FUNDS($250,000.00 X 0.20%=   $50,000.00) LISTED FOR EACH ELEMENT WHERE THE FUNDS ARE   BEING SPENT AND IN THE ORDER LISTED IN SECTION 202.4.1   DISPROPORTIONATE COST OF THE 2020 ACCESSIBILITY CODE.   202.4.1. DISPROPORTIONATE COST. ALTERATIONS MADE TO   PROVIDE AN ACCESSIBLE PATH OF TRAVEL TO THE ALTERED   AREA WILL BE DEEMED DISPROPORTIONATE TO THE OVERALL   ALTERATION WHEN THE COST EXCEEDS 20% OF THE COST OF THE   ALTERATION TO THE PRIMARY FUNCTION AREA. COST THAT MAY   BE COUNTED AS EXPENDITURES REQUIRED TO PROVIDE AN   ACCESSIBLE PATH OF TRAVEL MAY INCLUDE: (I) COST   ASSOCIATED WITH PROVIDING AN ACCESSIBLE ENTRANCE AND AN   ACCESSIBLE ROUT TO THE ALTERED AREA; (II) COST   ASSOCIATED WITH MAKING RESTROOMS ACCESSIBLE, SUCH AS   INSTALLING GRAB BARS, ENLARGING TOILET STALLS,   INSULATING PIPES, OR INSTALLING ACCESSIBLE FAUCET   CONTROLS; (III) COST ASSOCIATED WITH PROVIDING   ACCESSIBLE TELEPHONES, SUCH AS RELOCATING THE TELEPHONE   TO AN ACCESSIBLE HEIGHT, INSTALLING AMPLIFICATION   DEVICES, OR INSTALLING A TEXT TELEPHONE (TTY); (IV)   COST ASSOCIATED WITH RELOCATING AN ACCESSIBLE DRINKING   FOUNTAIN.       3-18) COMPLIED.       19) PASSED/ BUILDING PROVISO: WELDED OR BOLTED   CONNECTIONS. THIS BUILDING CONTAINS EITHER BOLTED AND   OR WELDED CONNECTIONS. THE CONTRACTOR IS REQUIRED TO   PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR   PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH   THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR   FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY   CERTIFICATION WILL BE REQUIRED.   THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO   COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS   SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING   INSPECTION.   2020 FBC-B 2204.1 WELDING   1. WELD PROCEDURES SPECIFICATIONS   2. QUALIFICATIONS OF WELDING PERSONAL   2017 FBC-B 2204.2 BOLTING.   IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,   PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD   AT 561-805-6666.       20-22) COMPLIED.       23) 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.   AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING   FROM CITY HALL.   MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM   PART-TIME/ 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]     Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2021-12-07 Cont ID   Sent By jwitmer Date 2021-12-07 Time 12:17 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2021-12-07 12:17:14 WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION   SERVICES/ BUILDING DIVISION   2020 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 21100050   ADD: 2617 DIVISION AVE.   CONT: CHELLY INC.   TEL: 850-900-1349   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.       2ND REVIEW   DATE: TUES. DEC. 07TH/2021   ACTION: DENIED       1) THE COVER SHEET / CS:   1A) SEMI- COMPLIED. THE COVERSHEET UNDER THE HEADING OF   CODE RESEARCH LIST THE WORK TO BE COMPLETED AS,   RENOVATION AND MEZZANINE ADDITION. PLEASE CORRECT THE   TERM MEZZANINE TO A 2ND STORY ON THE COVERSHEET AND ALL   SHEETS STATING MEZZANINE INCLUDING THE TITLE BLOCK. THE   VERTICAL ADDITION DOES NOT MEET THE REQUIREMENTS OF A   MEZZANINE FOR AREA LIMITATIONS SECTION 505.2.1 AND   SECTION 505.2.3 OPENNESS OF THE 2020 FBC-BUILDING CODE.       1B) 2ND REQUEST. THE COVER UNDER THE HEADING OF CODE   RESEARCH LIST THE CONSTRUCTION TYPE AS IIB-   NON-SPRINKLERED AND A ALTERATION TYPE AS LEVEL 3.   PLEASE REVIEW THE 2020 FLORIDA EXISTING BUILDING CODE   CHAPTER 11 FOR ADDITIONS AND SECTION 1103.1 FOR   VERTICAL ADDITIONS. UPDATE PLANS INCLUDE 2020 FLORIDA   EXISTING BUILDING CODE CHAPTER 11 FOR ADDITIONS. 2020   EXISTING BUILDING CODE SECTION 1101.2 CREATION OR   NONCONFORMITY. AN ADDITION SHALL NOT CREATE OR EXTEND   ANY NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE   ADDITION IS BEING MADE WITH REGARDS TO ACCESSIBILITY,   STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR   THE CAPACITY OF MECHANICAL, PLUMBING OR ELECTRICAL   SYSTEMS.       1C) COMPLIED.       1D)2ND REQUEST. SEMI-COMPLIED. THE LS1 SHEET AND A-2   SHEET SHOW THE NEW 2ND STORY EXTENDED WALLS AS 2 HOUR   FIRE RATED BUT NOT THE EXISTING WALL THAT IS CLOSE TO   THE PROPERTY LINE.   CREATION OR EXTENSION OF NONCONFORMITY. (ADDITIONS)   2020 FLORIDA EXISTING BUILDING CODE CHAPTER 11 FOR   ADDITIONS AND SECTION 1103.1 FOR VERTICAL ADDITIONS.   UPDATE PLANS. 2020 EXISTING BUILDING CODE SECTION   1101.2 CREATION OR NONCONFORMITY. AN ADDITION SHALL NOT   CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING   BUILDING TO WHICH THE ADDITION IS BEING MADE WITH   REGARDS TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE   SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL,   PLUMBING OR ELECTRICAL SYSTEMS.   MISSING INFORMATION IS THE TABLE 501 FIRE RESISTANCE   RATING REQUIREMENTS FOR BUILDING ELEMENTS (HRS). AND   TABLE 602 FIRE-RESISTANCE RATINGS FOR THE EXTERIOR   WALLS BASED ON FIRE SEPARATION DISTANCE OF THE 2020   FBC-BUILDING CODE AND TABLE 705.8 MAXIMUM AREA OF   EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION   DISTANCE AND DEGREE OF OPENING PROTECTION. ALSO SUPPLY   A CURRENT SURVEY WITH BUILDING DISTANCE TO PROPERTY   LINE.       1E) NEW COMMENT. THE COVERSHEET UNDER CODE RESEARCH   DOES NOT LIST THE LIVE FLOOR LOADS FOR THE 2ND FLOOR.   2020 FBC-TABLE 1607.1 LIVE LOADS.       2) LIFE SAFETY SHEET VS. A2:       2A) SEMI-COMPLIED. WALL TAGS. CREATION OR EXTENSION OF   NONCONFORMITY. (ADDITIONS) 2020 FLORIDA EXISTING   BUILDING CODE CHAPTER 11 FOR ADDITIONS AND SECTION   1103.1 FOR VERTICAL ADDITIONS. UPDATE PLANS. 2020   EXISTING BUILDING CODE SECTION 1101.2 CREATION OR   NONCONFORMITY. AN ADDITION SHALL NOT CREATE OR EXTEND   ANY NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE   ADDITION IS BEING MADE WITH REGARDS TO ACCESSIBILITY,   STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR   THE CAPACITY OF MECHANICAL, PLUMBING OR ELECTRICAL   SYSTEMS.   MISSING INFORMATION IS THE TABLE 501 FIRE RESISTANCE   RATING REQUIREMENTS FOR BUILDING ELEMENTS (HRS). AND   TABLE 602 FIRE-RESISTANCE RATINGS FOR THE EXTERIOR   WALLS BASED ON FIRE SEPARATION DISTANCE OF THE 2020   FBC-BUILDING CODE AND TABLE 705.8 MAXIMUM AREA OF   EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION   DISTANCE AND DEGREE OF OPENING PROTECTION. ALSO SUPPLY   A CURRENT SURVEY WITH BUILDING DISTANCE TO PROPERTY   LINE.   1ST ROUND OF COMMENTS. USES FOR EACH AREA ARE UNKNOWN,   EACH AREA DOES NOT HAVE IDENTIFICATION TAGS, THERE ARE   NO WALL TAGS IDENTIFYING WALL TYPES, THEY ARE FOUND ON   A2 BUT NOT THE LIFE SAFETY SHEET.       2B) COMPLIED.       2C) SEMI-COMPLIED. CREATION OR EXTENSION OF   NONCONFORMITY. (ADDITIONS) 2020 FLORIDA EXISTING   BUILDING CODE CHAPTER 11 FOR ADDITIONS AND SECTION   1103.1 FOR VERTICAL ADDITIONS. UPDATE PLANS. 2020   EXISTING BUILDING CODE SECTION 1101.2 CREATION OR   NONCONFORMITY. AN ADDITION SHALL NOT CREATE OR EXTEND   ANY NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE   ADDITION IS BEING MADE WITH REGARDS TO ACCESSIBILITY,   STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR   THE CAPACITY OF MECHANICAL, PLUMBING OR ELECTRICAL   SYSTEMS.   MISSING INFORMATION IS THE TABLE 501 FIRE RESISTANCE   RATING REQUIREMENTS FOR BUILDING ELEMENTS (HRS). AND   TABLE 602 FIRE-RESISTANCE RATINGS FOR THE EXTERIOR   WALLS BASED ON FIRE SEPARATION DISTANCE OF THE 2020   FBC-BUILDING CODE AND TABLE 705.8 MAXIMUM AREA OF   EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION   DISTANCE AND DEGREE OF OPENING PROTECTION. ALSO SUPPLY   A CURRENT SURVEY WITH BUILDING DISTANCE TO PROPERTY   LINE.       1ST ROUND OF COMMENTS. LIFE SAFETY SHEET DOES NOT   INDICATE IF THERE IS ANY FIRE RATED WALLS. SHEET A2   DOES PROVIDE A WALL LEGEND WITH A DENOTATION FOR   EXISTING 1 HR. FIRE RATED WALLS. PLEASE NOTE THE NEW   VERTICAL ADDITION IT APPEARS WILL REQUIRE AN EXTERIOR   WALL TO BE FIRE RATED, BECAUSE OF THE CLOSENESS TO THE   PROPERTY LINE. THE SURVEY WILL PROVIDE THE DISTANCE   FROM THE PROPERTY LINE AND THE PLAN WILL REQUIRE AN   UPDATE IN ACCORDANCE WITH FIRE RATING WITH TABLE 602 OF   THE 2020 FBC-BUILDING CODE FOR EITHER THE BUILDING TYPE   OR OCCUPANCY CLASSIFICATION FOR THE NEW ADDITION.       2D) 2ND REQUEST. THE LIFE SAFETY PLAN EGRESS NOTES NOTE   2 DECLARES 0-50 PERSONS 1 EXIT REQUIRED, > 50 OCCUPANTS   2 EXITS REQUIRED. THERE IS NO MENTION OF COMMON PATH OF   TRAVEL. FOR THE NEW 2ND FLOOR ADDITION THE TRAVEL   DISTANCE IS SHOWN AT 130 FT., IT WILL BE FURTHER TO BE   SHOWN PARALLEL TO THE STAIR RISERS AND TO THE NEAREST   EXIT DOOR. PLEASE REVIEW SPACES WITH ONE EXIT OR EXIT   ACCESS DOORWAY FOR B OCCUPANCIES NON-SPRINKLERED   BUILDINGS LIMITED TO 49 OCCUPANTS AND 100 FEET SEE   TABLE 1006.2.1 AND BECAUSE THIS IS A TRUE 2ND FLOOR   LOOK AT TABLE 1006.3.2(2) FIRST STORY ABOVE GRADE IT?S   THE SAME LIMITED TO 49 OCCUPANTS, 100 FEET FOR   NON-SPRINKLERED BUILDING F OCCUPANCY. THE INTERIOR EXIT   NEEDS TO BE RATED ON THE 2ND FLOOR AS WELL TO BE A   VERTICAL EXIT.       2E) SEMI-COMPLIED. THE RESPONSE FOR ENCLOSED STAIRWAY   INDICATES SEE CLOUDED AREA REV. 1 WALL LEGEND. THE 1ST   FLOOR SHOWS A 1 HOUR FIRE RATED WALL BUT A GUARDRAIL ON   THE 2ND STORY, NO 1 HOUR FIRE RATED STAIR ENCLOSURE.   1ST ROUND COMMENT. THE LIFE SAFETY PLAN AND A-2 WILL   NEED TO SHOW AN ENCLOSED EXIT IN CONFORMANCE WITH   INTERNAL EXIT STAIRWAYS SECTION 1023.1, 1023.2 1023.3.       2F) 2ND REQUEST. SHEET A6 DETAIL 8 IS FOR GUARDRAIL   DETAILS AND THE DETAIL DOES NOT SHOW THE LANDINGS FOR   1ST FLOOR OR 2ND FLOOR. THE LIFE SAFETY PLAN IS SILENT   TO THE STAIRWAY, RISER, RUN, LOADING OF THE STAIR AND   THE MATERIAL THE STAIRS ARE TO BE CONSTRUCTED FROM.   PLEASE SHOW COMPLIANCE WITH 1011.2 1011.3 1011.5   1011.5.5.3, 1011.6 & 1011.7 STAIRWAY CONSTRUCTION.       2G)SEMI-COMPLIED. THE SP SHEET SHOWS THE LOCATION FOR   LIFT. NO DETAILS FOR THE 2ND FLOOR. RESPONSE STATES SEE   SHEET A-2 FOR LIFT TO 2ND FLOOR. NOT THERE, THE LULA   LIFT SHOULD ALSO SHOW ON THE LIFE SAFETY PLAN. THE LIFE   SAFETY PLAN HAS TO ISSUES AT LEAST WITH VERTICAL   ACCESSIBILITY, THE 1ST IS VERTICAL ACCESSIBILITY TO THE   NEW 2ND FLOOR, THE 2ND AN ACCESSIBLE ENTRANCE, WHERE   YOU DO NOT GO UP A RAMP FOR VEHICLES. THE 2020 EXISTING   BUILDING CODE FOR ADDITIONS SEE SECTION 1105.1 IT   REFERS YOU BACK TO THE ACCESSIBILITY CODE, NEW WORK   MUST COMPLY WITH THE ACCESSIBILITY CODE AND FOR   EXISTING BUILDING AN ADDITION THAT AFFECTS THE   ACCESSIBILITY TO OR CONTAINS AN AREA OF. PRIMARY   FUNCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE   FLORID BUILDING CODE, ACCESSIBILITY.       2G)(1) VERTICAL ACCESSIBILITY SEE 201.1.1 BUILDINGS,   STRUCTURES AT A MINIMUM, COMPLY WITH THE REQUIREMENTS   OF THE ADA STANDARDS, FLORIDA ACCESSIBILITY BOARD CAN   ONLY PROVIDE A WAIVER DOWN TO THE ADA STANDARDS.       2G(2) FLORIDA ACCESSIBILITY CODE SECTION:   DISPROPORTIONATE COST 202.4.1. PLEASE REVIEW HOW YOU   ARE TO MEET DISPROPORTIONATE COST. EITHER THE   CONTRACTOR OR THE DESIGNER OF RECORD ON THEIR   LETTERHEAD NEED TO SHOW HOW THEY ARE GOING TO SPEND UP   TO THE 20% DISPROPORTIONATE FUNDS($250,000.00 X 0.20%=   $50,000.00) LISTED FOR EACH ELEMENT WHERE THE FUNDS ARE   BEING SPENT AND IN THE ORDER LISTED IN SECTION 202.4.1   DISPROPORTIONATE COST OF THE 2020 ACCESSIBILITY CODE.   202.4.1. DISPROPORTIONATE COST. ALTERATIONS MADE TO   PROVIDE AN ACCESSIBLE PATH OF TRAVEL TO THE ALTERED   AREA WILL BE DEEMED DISPROPORTIONATE TO THE OVERALL   ALTERATION WHEN THE COST EXCEEDS 20% OF THE COST OF THE   ALTERATION TO THE PRIMARY FUNCTION AREA. COST THAT MAY   BE COUNTED AS EXPENDITURES REQUIRED TO PROVIDE AN   ACCESSIBLE PATH OF TRAVEL MAY INCLUDE: (I) COST   ASSOCIATED WITH PROVIDING AN ACCESSIBLE ENTRANCE AND AN   ACCESSIBLE ROUT TO THE ALTERED AREA; (II) COST   ASSOCIATED WITH MAKING RESTROOMS ACCESSIBLE, SUCH AS   INSTALLING GRAB BARS, ENLARGING TOILET STALLS,   INSULATING PIPES, OR INSTALLING ACCESSIBLE FAUCET   CONTROLS; (III) COST ASSOCIATED WITH PROVIDING   ACCESSIBLE TELEPHONES, SUCH AS RELOCATING THE TELEPHONE   TO AN ACCESSIBLE HEIGHT, INSTALLING AMPLIFICATION   DEVICES, OR INSTALLING A TEXT TELEPHONE (TTY); (IV)   COST ASSOCIATED WITH RELOCATING AN ACCESSIBLE DRINKING   FOUNTAIN.       3) COMPLIED.       4) SHEET A6 DETAILS: DETAILS SHOW RESTROOM INTERIOR   ELEVATIONS DETAILS 1 & 2 FOR GRAB BARS, NO DIMENSIONS   ARE SHOWN.       4-7) COMPLIED.       8-17)           18) SHEET S-2 THE ROOF FRAMING PLAN DOES NOT INDICATE   ANY EXTRA ROOF FRAMING FOR THE ROOF TOP MECHANICAL   UNIT, OR SHEET M2, SHEET P-2 SHOWS THE RTU ON THE ROOF.   PLEASE PROVIDE DETAILS FOR BAR JOIST POINT LOADING,   INFILL STEEL FOR FRAME AND WELDING DETAILS.       19) SHEET S2 THE 2ND FLOOR FRAMING SHOWS STEEL   CONNECTIONS FOR COLUMNS AND STEEL BEAMS.   BUILDING PROVISO: WELDED OR BOLTED CONNECTIONS. THIS   BUILDING CONTAINS EITHER BOLTED AND OR WELDED   CONNECTIONS. THE CONTRACTOR IS REQUIRED TO PROVIDE WELD   PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE   QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED   STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON   THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL   BE REQUIRED.   THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO   COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS   SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING   INSPECTION.   2020 FBC-B 2204.1 WELDING   1. WELD PROCEDURES SPECIFICATIONS   2. QUALIFICATIONS OF WELDING PERSONAL   2017 FBC-B 2204.2 BOLTING.   IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,   PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD   AT 561-805-6666.       20-22) COMPLIED.       23) 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.   AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING   FROM CITY HALL.   MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM   PART-TIME/ 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]     Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2021-11-02 Cont ID   Sent By jwitmer Date 2021-11-02 Time 13:49 Rev Time 0.00 Received By jwitmer Date 2021-11-02 Time 07:37 Sent To   Notes 2021-11-02 13:49:03 WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION   SERVICES/ BUILDING DIVISION   2020 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 21100050   ADD: 2617 DIVISION AVE.   CONT: CHELLY INC.   TEL: 850-900-1349   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: TUES. NOV. 02/2021   ACTION: DENIED       1) THE COVER SHEET / CS:   1A) THE COVER UNDER THE HEADING OF CODE RESEARCH LIST   THE WORK TO BE COMPLETED AS, RENOVATION AND MEZZANINE   ADDITION. PLEASE CORRECT THE TERM MEZZANINE TO A 2ND   STORY. THE VERTICAL ADDITION DOES NOT MEET THE   REQUIREMENTS OF A MEZZANINE FOR AREA LIMITATIONS   SECTION 505.2.1 AND SECTION 505.2.3 OPENNESS OF THE   2020 FBC-BUILDING CODE.       1B) THE COVER UNDER THE HEADING OF CODE RESEARCH LIST   THE CONSTRUCTION TYPE AS IIB- NON-SPRINKLERED AND A   ALTERATION TYPE AS LEVEL 3. PLEASE REVIEW THE 2020   EXISTING BUILDING CODE CHAPTER 11 FOR ADDITIONS AND   SECTION 1103.1 FOR VERTICAL ADDITIONS. UPDATE PLANS.       1C) OCCUPANCY CLASSIFICATION & OCCUPANT LOAD. PLEASE   PROVIDE THE SQUARE FOOT AREA FOR EACH TYPE OF OCCUPANCY   AND THE OCCUPANT LOAD FACTOR USED IN THE TABLE 1004.5.   PLEASE PROVIDE THE OCCUPANCY TYPE, OCCUPANCY LOAD AND   SQUARE FOOTAGE BROKE DOWN FOR EACH SEGMENT OF THE   BUILDING AND TOTAL SQ. FOOTAGE AND OCCUPANT LOAD.   PLEASE NOTE THE LIFE SAFETY SHEET GIVE A TOTAL OCCUPANT   LOAD FOR EACH OCCUPANCY BUT NOT PER SPACE.       1D) MISSING INFORMATION IS THE TABLE 501 FIRE   RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS   (HRS). AND TABLE 602 FIRE-RESISTANCE RATINGS FOR THE   EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE OF THE   2020   FBC-BUILDING CODE. ALSO SUPPLY A CURRENT SURVEY WITH   BUILDING DISTANCE TO PROPERTY LINE.       2) LIFE SAFETY SHEET VS. A2:       2A) USES FOR EACH AREA ARE UNKNOWN, EACH AREA DOES NOT   HAVE IDENTIFICATION TAGS, THERE ARE NO WALL TAGS   IDENTIFYING WALL TYPES, THEY ARE FOUND ON A2 BUT NOT   THE LIFE SAFETY SHEET.       2B) SHEET A2 AND LIFE SAFETY SHEETS BOTH LIST THE OVER   ALL OCCUPANT LOADS PER OCCUPANCY TYPE, BUT THE OCCUPANT   LOAD FOR BUSINESS IS SHOWN AS 20 OCCUPANTS @ 1,958 SQ.   FT. PLEASE BE AWARE THE OCCUPANT LOAD FACTOR WAS   CHANGED FROM 100 TO 150 FOR THE BUSINESS OCCUPANCY IN   THE 2020 FBC-B. 1958 S. F./ 150 = 13.05 OR 14   OCCUPANTS.       2C) LIFE SAFETY SHEET DOES NOT INDICATE IF THERE IS ANY   FIRE RATED WALLS. SHEET A2 DOES PROVIDE A WALL LEGEND   WITH A DENOTATION FOR EXISTING 1 HR. FIRE RATED WALLS.   PLEASE NOTE THE NEW VERTICAL ADDITION IT APPEARS WILL   REQUIRE AN EXTERIOR WALL TO BE FIRE RATED, BECAUSE OF   THE CLOSENESS TO THE PROPERTY LINE. THE SURVEY WILL   PROVIDE THE DISTANCE FROM THE PROPERTY LINE AND THE   PLAN WILL REQUIRE AN UPDATE IN ACCORDANCE WITH FIRE   RATING WITH TABLE 602 OF THE 2020 FBC-BUILDING CODE FOR   EITHER THE BUILDING TYPE OR OCCUPANCY CLASSIFICATION   FOR THE NEW ADDITION.       2D) THE LIFE SAFETY PLAN EGRESS NOTES NOTE 2 DECLARES   0-50 PERSONS 1 EXIT REQUIRED, > 50 OCCUPANTS 2 EXITS   REQUIRED. THERE IS NO MENTION OF COMMON PATH OF TRAVEL.   FOR THE NEW 2ND FLOOR ADDITION THE COMMON PATH OF   TRAVEL IS SHOWN AT 130 FT., IT WILL BE FURTHER TO BE   SHOWN PARALLEL TO THE STAIR RISERS AND TO THE NEAREST   EXIT DOOR. PLEASE REVIEW SPACES WITH ONE EXIT OR EXIT   ACCESS DOORWAY FOR F OCCUPANCIES NON-SPRINKLERED   BUILDINGS LIMITED TO 49 OCCUPANTS AND 75 FEET SEE TABLE   1006.2.1 AND BECAUSE THIS IS A TRUE 2ND FLOOR LOOK AT   TABLE 1006.3.2(2) FIRST STORY ABOVE GRADE IT?S THE SAME   LIMITED TO 49 OCCUPANTS, 75 FEET FOR NON-SPRINKLERED   BUILDING F OCCUPANCY.       2E) THE LIFE SAFETY PLAN AND A-2 WILL NEED TO SHOW AN   ENCLOSED EXIT IN CONFORMANCE WITH INTERNAL EXIT   STAIRWAYS SECTION 1023.1, 1023.2 1023.3.       2F) THE LIFE SAFETY PLAN IS SILENT TO THE STAIRWAY,   RISER, RUN, LOADING OF THE STAIR AND THE MATERIAL THE   STAIRS ARE TO BE CONSTRUCTED FROM. PLEASE SHOW   COMPLIANCE WITH 1011.2 1011.3 1011.5 1011.5.5.3, 1011.6   & 1011.7 STAIRWAY CONSTRUCTION.       2G) THE LIFE SAFETY PLAN HAS TO ISSUES AT LEAST WITH   VERTICAL ACCESSIBILITY, THE 1ST IS VERTICAL   ACCESSIBILITY TO THE NEW 2ND FLOOR, THE 2ND AN   ACCESSIBLE ENTRANCE, WHERE YOU DO NOT GO UP A RAMP FOR   VEHICLES. THE 2020 EXISTING BUILDING CODE FOR ADDITIONS   SEE SECTION 1105.1 IT REFERS YOU BACK TO THE   ACCESSIBILITY CODE, NEW WORK MUST COMPLY WITH THE   ACCESSIBILITY CODE AND FOR EXISTING BUILDING AN   ADDITION THAT AFFECTS THE ACCESSIBILITY TO OR CONTAINS   AN AREA OF. PRIMARY FUNCTION SHALL COMPLY WITH THE   REQUIREMENTS OF THE FLORID BUILDING CODE,   ACCESSIBILITY.       2G)(1) VERTICAL ACCESSIBILITY SEE 201.1.1 BUILDINGS,   STRUCTURES AT A MINIMUM, COMPLY WITH THE REQUIREMENTS   OF THE ADA STANDARDS, FLORIDA ACCESSIBILITY BOARD CAN   ONLY PROVIDE A WAIVER DOWN TO THE ADA STANDARDS.       2G(2) FLORIDA ACCESSIBILITY CODE SECTION:   DISPROPORTIONATE COST 202.4.1. PLEASE REVIEW HOW YOU   ARE TO MEET DISPROPORTIONATE COST. EITHER THE   CONTRACTOR OR THE DESIGNER OF RECORD ON THEIR   LETTERHEAD NEED TO SHOW HOW THEY ARE GOING TO SPEND UP   TO THE 20% DISPROPORTIONATE FUNDS($250,000.00 X 0.20%=   $50,000.00) LISTED FOR EACH ELEMENT WHERE THE FUNDS ARE   BEING SPENT AND IN THE ORDER LISTED IN SECTION 202.4.1   DISPROPORTIONATE COST OF THE 2020 ACCESSIBILITY CODE.   202.4.1. DISPROPORTIONATE COST. ALTERATIONS MADE TO   PROVIDE AN ACCESSIBLE PATH OF TRAVEL TO THE ALTERED   AREA WILL BE DEEMED DISPROPORTIONATE TO THE OVERALL   ALTERATION WHEN THE COST EXCEEDS 20% OF THE COST OF THE   ALTERATION TO THE PRIMARY FUNCTION AREA. COST THAT MAY   BE COUNTED AS EXPENDITURES REQUIRED TO PROVIDE AN   ACCESSIBLE PATH OF TRAVEL MAY INCLUDE: (I) COST   ASSOCIATED WITH PROVIDING AN ACCESSIBLE ENTRANCE AND AN   ACCESSIBLE ROUT TO THE ALTERED AREA; (II) COST   ASSOCIATED WITH MAKING RESTROOMS ACCESSIBLE, SUCH AS   INSTALLING GRAB BARS, ENLARGING TOILET STALLS,   INSULATING PIPES, OR INSTALLING ACCESSIBLE FAUCET   CONTROLS; (III) COST ASSOCIATED WITH PROVIDING   ACCESSIBLE TELEPHONES, SUCH AS RELOCATING THE TELEPHONE   TO AN ACCESSIBLE HEIGHT, INSTALLING AMPLIFICATION   DEVICES, OR INSTALLING A TEXT TELEPHONE (TTY); (IV)   COST ASSOCIATED WITH RELOCATING AN ACCESSIBLE DRINKING   FOUNTAIN.       3) DISCREPANCY IN PLANS, THE SHEET S-3 SHOWS WINDOWS IN   THE NEW ELEVATION FACING DIVISION AVE. WHERE AS SHEET   A-4 DOES NOT SHOW WINDOWS IN THE SAME ELEVATION VIEW.   107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED,   DISCREPANCY IN THE PLANS.       4) SHEET A6 DETAILS: DETAILS SHOW RESTROOM INTERIOR   ELEVATIONS DETAILS 1 & 2 FOR GRAB BARS, NO DIMENSIONS   ARE SHOWN.       4A) GRAB BARS/ RESTROOMS> 2020 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.       4B) 2020 FBC-ACCESSIBILITY CODE SECTION 604.5.1 THE   SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM) LONG   MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE   REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM   FROM THE REAR WALL.       4C) 2017 FBC-ACCESSIBILITY CODE SECTION 604.5.2 REAR   WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915   MM) LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE   WATER CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND   24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.       5) SHEET A2 SHOWS A BREAK ROOM WITH BOTTOM CABINETS AND   SINK. NO APPROACH IS SHOWN, ACCESS. CODE 606.2 CLEAR   FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305,   POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE   CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED, SEE   EXCEPTIONS ALSO, BUT SHOW THE REQUIRED CLEAR FLOOR   SPACE ON THE FLOOR PLAN.       6) SHEET A6 DETAIL 4 SHOWS CABINETRY 3 FEET TO THE   COUNTER HEIGHT. ) 902.1. WORK SURFACES SHALL COMPLY   WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL. EXAMPLES   OF WORK SURFACES INCLUDE WRITING SURFACES, STUDY   CARRELS, STUDENT LABORATORY STATIONS, BABY CHANGING AND   OTHER TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON   COUNTERS.       6)(A) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR   SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD   APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE   COMPLYING WITH 306 SHALL BE PROVIDED.       6)(B) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND   WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES   MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.       7) SHEET A5 THE FINISH SCHEDULE INDICATES PAINTED   SURFACES GYPSUM BOARD. 2020 FBC-B 1210.2.2. WALLS &   PARTITIONS. THIS COMMENT IS A RESULT OF THE BUILDING   OFFICIAL INTERPRETATION ON 06/2020. IN BATHROOMS,   RESTROOMS & SERVICE SINK AREAS EPOXY PAINT IS NO LONGER   CONSIDERED A SMOOTH HARD, NON-ABSORBENT SURFACE.       7A) 1210.2.2 WALLS & PARTITIONS WITHIN 2 FEET OF   SERVICE SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A   SMOOTH, HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF NOT   LESS THAN 4 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL   ELEMENTS, THE MATERIAL USED IN SUCH WALLS SHALL BE OF A   TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.       7B) 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS   SHALL COMPLY WITH 1210.2.       7C) 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND   PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH   SECTIONS 1210.1 THROUGH 1210.4.       8) SHEET S3 ELEVATIONS SHOW WINDOWS IN THE NEW VERTICAL   ADDITION. COMPONENTS & CLADDING. PLEASE SUBMIT THE   COMPONENTS AND CLADDING PRODUCT APPROVALS. 2020 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 CURBS   (G) PRE-ENGINEERED A/C STANDS       9) 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.       10) 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) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY IN 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, SILL HEIGTH, TYPE   OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED OR   REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND   ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2020 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.       12) 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.       13) 2020 FBC-M 306.5 EQUIPMENT AND APPLIANCES ON ROOFS   OR ELEVATED STRUCTURES. WHERE EQUIPMENT REQUIRING   ACCESS OR APPLIANCES ARE LOCATED ON AN ELEVATED   STRUCTURE OR THE ROOF OF A BUILDING SUCH THAT PERSONNEL   WILL HAVE TO CLIMB HIGHER THAN 16 FEET (4877 MM) ABOVE   GRADE TO ACCESS SUCH EQUIPMENT OR APPLIANCES, AN   INTERIOR OR EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED.   SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER   OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) IN HEIGHT   OR WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS   VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE).   SUCH ACCESS SHALL NOT REQUIRE THE USE OF PORTABLE   LADDERS. WHERE ACCESS INVOLVES CLIMBING OVER PARAPET   WALLS, THE HEIGHT SHALL BE MEASURED TO THE TOP OF THE   PARAPET WALL.       14) 2020 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL   EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO   WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND   PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA   BUILDING CODE, BUILDING.   FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND   PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO   BE DESIGNED FOR WIND PRESSURES COMPONENTS AND   ATTACHMENTS.       15) 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.       16) 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.       17) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE   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.       18) SHEET S-2 THE ROOF FRAMING PLAN DOES NOT INDICATE   ANY EXTRA ROOF FRAMING FOR THE ROOF TOP MECHANICAL   UNIT, OR SHEET M2, SHEET P-2 SHOWS THE RTU ON THE ROOF.   PLEASE PROVIDE DETAILS FOR BAR JOIST POINT LOADING,   INFILL STEEL FOR FRAME AND WELDING DETAILS.       19) SHEET S2 THE 2ND FLOOR FRAMING SHOWS STEEL   CONNECTIONS FOR COLUMNS AND STEEL BEAMS.   WELDED OR BOLTED CONNECTIONS. THIS BUILDING CONTAINS   EITHER BOLTED AND OR WELDED CONNECTIONS. THE CONTRACTOR   IS REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &   WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN   ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF   INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE   WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.   THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO   COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS   SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING   INSPECTION.   2020 FBC-B 2204.1 WELDING   1. WELD PROCEDURES SPECIFICATIONS   2. QUALIFICATIONS OF WELDING PERSONAL   2017 FBC-B 2204.2 BOLTING.   IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,   PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD   AT 561-805-6666.       20) THERE IS NO CUT SECTION THROUGH THE 2ND FLOOR   ADDITION SHOWING IF THERE IS TO BE A PARAPET OR NOT   PLEASE PROVIDE ADDITIONAL INFORMATION? 107.2.1.2.   ADDITIONAL INFORMATION IS REQUIRED.       21) PLEASE BE AWARE OF THE WINDOW NOA SUBMITTED THIS   REVIEW, NOA 17-1102.21 IS ECO-GUARD 300 ALUMINUM FIXED   WINDOW SMALL MISSILE IMPACT EXPIRED AS OF 1/29/2020.       22) SHEET P2 THE ROOF DRAINAGE PLAN IT APPEARS THERE   ARE 2-3-INCH ROOF DRAINS AND ASSOCIATED ROOF LEADERS.   THE ROOF DRAINAGE PLAN DOES NOT SHOW ANY REQUIRED   SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS SEE   2020 FBC-BUILDING CODE 1503.4.1.       23) 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.   AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING   FROM CITY HALL.   MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM   PART-TIME/ 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]                                                         Review Stop E ELECTRICAL Rev No 5 Status P Date 2022-09-26 Cont ID   Sent By jleahy Date 2022-09-26 Time 10:00 Rev Time 0.00 Received By jleahy Date 2022-09-26 Time 09:55 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 4 Status P Date 2022-04-01 Cont ID   Sent By mpeterso Date 2022-04-01 Time 16:10 Rev Time 0.00 Received By mpeterso Date 2022-04-01 Time 15:57 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 3 Status P Date 2022-02-18 Cont ID   Sent By jleahy Date 2022-02-18 Time 07:57 Rev Time 0.00 Received By jleahy Date 2022-02-18 Time 07:08 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 2 Status P Date 2021-12-14 Cont ID   Sent By mpeterso Date 2021-12-14 Time 11:51 Rev Time 0.00 Received By mpeterso Date 2021-12-14 Time 11:51 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 1 Status P Date 2021-10-22 Cont ID   Sent By jleahy Date 2021-10-22 Time 13:34 Rev Time 0.00 Received By jleahy Date 2021-10-22 Time 13:23 Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 7 Status P Date 2022-08-23 Cont ID   Sent By rrossano Date 2022-08-23 Time   Rev Time 0.00 Received By rrossano Date 2022-08-23 Time   Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 6 Status P Date 2022-08-12 Cont ID   Sent By rrossano Date 2022-08-12 Time   Rev Time 0.00 Received By rrossano Date 2022-08-12 Time   Sent To   Notes 2022-08-12 10:05:26 PASSED FOR INTERIOR RENOVATIONS. Review Stop ENG ENGINEERING CSD Rev No 5 Status F Date 2022-05-23 Cont ID   Sent By rrossano Date 2022-05-23 Time   Rev Time 0.00 Received By rrossano Date 2022-05-23 Time   Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 4 Status F Date 2022-04-04 Cont ID   Sent By rrossano Date 2022-04-04 Time   Rev Time 0.00 Received By rrossano Date 2022-04-04 Time   Sent To   Notes 2022-04-04 11:20:24 PREVIOUS COMMENT: SITE PLAN APPROVAL MUST BE OBTAINED.   PLEASE CONTACT ZONING / PLANNER. Review Stop ENG ENGINEERING CSD Rev No 3 Status F Date 2022-02-07 Cont ID   Sent By rrossano Date 2022-02-07 Time   Rev Time 0.00 Received By rrossano Date 2022-02-07 Time   Sent To   Notes 2022-02-07 10:17:49 PREVIOUS COMMENT: SITE PLAN APPROVAL MUST BE OBTAINED.   PLEASE CONTACT ZONING / PLANNER. Review Stop ENG ENGINEERING CSD Rev No 2 Status F Date 2021-12-09 Cont ID   Sent By rrossano Date 2021-12-09 Time   Rev Time 0.00 Received By rrossano Date 2021-12-09 Time   Sent To   Notes 2021-12-09 10:28:12 SITE PLAN APPROVAL MUST BE OBTAINED. PLEASE CONTACT   ZONING / PLANNER. Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2021-10-15 Cont ID   Sent By rrossano Date 2021-10-15 Time   Rev Time   Received By rrossano Date 2021-10-15 Time   Sent To   Notes 2021-10-15 08:36:05 PLEASE ADDRESS ZONING COMMENTS. Review Stop FIRE FIRE DEPARTMENT Rev No 6 Status P Date 2022-08-22 Cont ID   Sent By pleduc Date 2022-08-22 Time   Rev Time 0.00 Received By pleduc Date 2022-08-22 Time 12:00 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 5 Status P Date 2022-08-03 Cont ID   Sent By pleduc Date 2022-08-03 Time   Rev Time 0.00 Received By pleduc Date 2022-08-03 Time 12:21 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 4 Status P Date 2022-03-30 Cont ID   Sent By pleduc Date 2022-03-30 Time   Rev Time 0.00 Received By pleduc Date 2022-03-30 Time 11:16 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status P Date 2022-02-04 Cont ID   Sent By pleduc Date 2022-02-04 Time   Rev Time 0.00 Received By pleduc Date 2022-02-04 Time 11:09 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status P Date 2021-12-13 Cont ID   Sent By cwalker Date 2021-12-13 Time   Rev Time 0.00 Received By cwalker Date   Time   Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2021-10-07 Cont ID   Sent By pleduc Date 2021-10-07 Time   Rev Time 0.00 Received By pleduc Date 2021-10-07 Time 11:25 Sent To   Notes 2021-10-07 11:45:21 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE   MARSHAL, WITH THE FOLLOWING COMMENTS:               1) THERE IS AN INDICATION OF COMMON PATH OF TRAVEL   DISTANCE FROM THE MEZZANINE OF 71'6"       PER NFPA 101, CH 7 MEANS OF EGRESS       7.4.1 GENERAL.   7.4.1.1 THE NUMBER OF MEANS OF EGRESS FROM ANY BALCONY,   MEZZANINE,   STORY, OR PORTION THEREOF SHALL BE NOT LESS THAN TWO,   EXCEPT UNDER ONE OF   THE FOLLOWING CONDITIONS:   (1) A SINGLE MEANS OF EGRESS SHALL BE PERMITTED WHERE   PERMITTED IN   CHAPTERS 11 THROUGH 43.   (2) A SINGLE MEANS OF EGRESS SHALL BE PERMITTED FOR A   MEZZANINE OR   BALCONY WHERE THE COMMON PATH OF TRAVEL LIMITATIONS OF   CHAPTERS   11 THROUGH 43 ARE MET.       7.5.1.1.4 WHERE COMMON PATHS OF TRAVEL ARE PERMITTED   FOR AN OCCUPANCY   IN CHAPTERS 11 THROUGH 43, SUCH COMMON PATHS OF TRAVEL   SHALL BE PERMITTED   BUT SHALL NOT EXCEED THE LIMIT SPECIFIED.       PER NFPA 101, CH 40       40.2.5 ARRANGEMENT OF MEANS OF EGRESS.       40.2.5.1 GENERAL. MEANS OF EGRESS, ARRANGED IN   ACCORDANCE WITH SECTION   7.5, SHALL NOT EXCEED THAT PROVIDED BY TABLE 40.2.5.1.       THE MAX DISTANCE OF A UNSPRINKLERED OCCUPANCY IS 50'       PLEASE REVIEW AND CORRECT.           2) THE LS SHEET INDICATES AN OCCUPANCY LOAD OF 75 AND   DOOR # 4 SWINGING AGAINST THE DIRECTION OF EGRESS.       PER NFPA 101 CH 7       7.2.1.4.2* DOOR LEAF SWING DIRECTION. DOOR LEAVES   REQUIRED TO BE OF   THE SIDE-HINGED OR PIVOTED-SWINGING TYPE SHALL SWING IN   THE DIRECTION   OF EGRESS TRAVEL UNDER ANY OF THE FOLLOWING CONDITIONS:   (1) WHERE SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD   OF 50 OR MORE,   EXCEPT UNDER ANY OF THE FOLLOWING CONDITIONS:   (A) DOOR LEAVES IN HORIZONTAL EXITS SHALL NOT BE   REQUIRED TO SWING   IN THE DIRECTION OF EGRESS TRAVEL WHERE PERMITTED BY   7.2.4.3.8.1   OR 7.2.4.3.8.2.   (B) DOOR LEAVES IN SMOKE BARRIERS SHALL NOT BE REQUIRED   TO SWING   IN THE DIRECTION OF EGRESS TRAVEL IN EXISTING HEALTH   CARE OCCUPANCIES,   AS PROVIDED IN CHAPTER 19.   (2) WHERE THE DOOR ASSEMBLY IS USED IN AN EXIT   ENCLOSURE, UNLESS THE   DOOR OPENING SERVES AN INDIVIDUAL LIVING UNIT THAT   OPENS DIRECTLY   INTO AN EXIT ENCLOSURE   (3) WHERE THE DOOR OPENING SERVES A HIGH-HAZARD   CONTENTS AREA           PLEASE REVIEW AND CORRECT.                   3) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET   REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE   ABOVE.               4) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE   RE-SUBMITTAL OF THE ABOVE.           PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected]                     Review Stop I INCOMING/PROCESSING Rev No 10 Status N Date 2022-09-26 Cont ID   Sent By jleahy Date 2022-09-26 Time 10:08 Rev Time 0.00 Received By jleahy Date 2022-09-15 Time 07:42 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 8 Status N Date 2022-08-31 Cont ID   Sent By medwards Date 2022-08-31 Time 11:44 Rev Time 0.00 Received By medwards Date 2022-08-29 Time 16:32 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 7 Status N Date 2022-08-26 Cont ID   Sent By lmarchan Date 2022-08-26 Time 15:17 Rev Time 0.00 Received By lmarchan Date 2022-08-19 Time 07:50 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 6 Status N Date 2022-08-15 Cont ID   Sent By aoliver Date 2022-08-15 Time 06:59 Rev Time 0.00 Received By aoliver Date 2022-08-02 Time 16:05 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2022-05-31 Cont ID   Sent By lmarchan Date 2022-05-31 Time 14:56 Rev Time 0.00 Received By lmarchan Date 2022-05-17 Time 18:11 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2022-04-06 Cont ID   Sent By jwitmer Date 2022-04-06 Time 08:17 Rev Time 0.00 Received By jwitmer Date 2022-03-29 Time 09:44 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2022-02-18 Cont ID   Sent By jleahy Date 2022-02-18 Time 07:58 Rev Time 0.00 Received By jleahy Date 2022-02-03 Time 10:54 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date   Cont ID   Sent By   Date 2021-12-22 Time   Rev Time 0.00 Received By aoliver Date 2021-12-06 Time 07:43 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date   Cont ID   Sent By   Date 2021-11-02 Time   Rev Time 0.00 Received By cdecoeur Date 2021-10-06 Time 09:31 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status P Date 2022-09-14 Cont ID   Sent By aoliver Date 2022-09-14 Time 16:42 Rev Time 0.00 Received By aoliver Date 2022-08-31 Time 11:45 Sent To   Notes 2022-09-14 12:45:29 RECEIPT MU-2022-041729 - $4799.59 PAID 2022-08-31 11:45:24 8/31/22 EMAILED IMPACT OFFICE TO REVIEW. LEM Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2021-11-02 Cont ID   Sent By jwitmer Date 2021-11-02 Time 13:53 Rev Time 0.00 Received By jwitmer Date 2021-11-02 Time 07:37 Sent To   Notes 2021-11-02 13:49:42 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].     Review Stop M MECHANICAL (A/C) Rev No 6 Status P Date 2022-09-16 Cont ID   Sent By medwards Date 2022-09-16 Time 09:34 Rev Time 0.00 Received By medwards Date 2022-09-16 Time 09:34 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 5 Status P Date 2022-05-24 Cont ID   Sent By medwards Date 2022-05-24 Time 15:06 Rev Time 0.00 Received By medwards Date 2022-05-24 Time 15:06 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 4 Status F Date 2022-04-06 Cont ID   Sent By medwards Date 2022-04-06 Time 07:18 Rev Time 0.00 Received By medwards Date 2022-04-06 Time 07:18 Sent To   Notes 2022-04-06 07:18:59 4TH REVIEW FMC   PERMIT: 21100050       CODES IN EFFECT: 2020       FBC- FLORIDA BUILDING CODE   FMC- FLORIDA MECHANICAL CODE   FEC- FLORIDA ENERGY CONSERVATION   FGC- FLORIDA FUEL GAS   FEX- FLORIDA EXISTING BUILDING CODE   FRC- FLORIDA RESIDENTIAL BUILDING CODE   F.S.- FLORIDA STATUTES   FAC- FLORIDA ACCESSIBILITY CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC       PLAN REVIEW RESULTS: DENIED.       1) SHEETS M-1, M-2, M-3 HAVE CHANGED, THIS IS NOT THE   SAME SHEETS THAT WERE APPROVED. PLEASE PROVIDE A SCOPE   OF CHANGES AND WHY THESE SHEETS HA CHANGED. FBC 107.2.1       2) THE COMMENT RESPONSE SHEET SUBMITTED FOR THE   BUILDING REVIEW, COMMENT 18: DESIGNER STATED THAT THE   RTU HAS BEEN REMOVED FROM THIS PROJECT. SEE REV. 1   CLOUDED AREA, SHEET P-2. I DO NOT SEE THE CHANGES ON   P-2 AND WOULD NOT LOOK THERE AS THIS IS A MECHANICAL   CHANGE. PLEASE EXPLAIN THIS CHANGE AND UPDATE THE   MECHANICAL DRAWINGS TO REFLECT THIS CHANGE. FBC 107.2.1           WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM.       MICHAEL EDWARDS   MECHANICAL EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL. 33401   561-805-6728   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 3 Status P Date 2022-02-14 Cont ID   Sent By medwards Date 2022-02-14 Time 17:22 Rev Time 0.00 Received By medwards Date 2022-02-14 Time 17:22 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2021-12-07 Cont ID   Sent By medwards Date 2021-12-07 Time 08:52 Rev Time 0.00 Received By medwards Date 2021-12-07 Time 08:52 Sent To   Notes 2021-12-07 08:52:34 2ND REVIEW FBC-2020 MECHANICAL   PERMIT-21100050       CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE   FBC M- FLORIDA MECHANICAL CODE   FBC EC- FLORIDA ENERGY CONSERVATION   FBC FG- FLORIDA FUEL GAS   FBC EX- FLORIDA EXISTING BUILDING CODE   FBC RES- FLORIDA RESIDENTIAL BUILDING CODE   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC       PLAN REVIEW RESULTS: DENIED.       1) SHEET A-3 SHOWS CEILINGS IN OFFICE AND LOUNGE AREAS,   PLEASE SHOW THE RETURN AIR PATH FROM THESE AREAS BACK   TO THEIR AHU?S ON SHEET M-1. FBC M 601.6       2) SHEET M-3: PLEASE PROVIDE THE OUTDOOR AIR   CALCULATIONS BASED ON THE OCCUPANCY CLASSIFICATION FROM   FBC M TABLE 403.3.1.1. IS WORK AREA A MEAT PROCESSING   AREA?       3) SHEET M-3: THERE IS A DRYER EXHAUST DUCT TERMINATION   DETAIL SHOWN, PLEASE SHOW THE DRYER AND TERMINATION   LOCATION ON THE MECHANICAL DRAWING. FBC M 501.3.1 AND   M504       4) SHEET M-1 INDICATES THAT THE BATHROOM EXHAUST FANS   EF-1 ARE 100 CFM, SHEET M-3 INDICATES THEY ARE 50 CFM.   PLEASE PROVIDE CONSISTENT CODE COMPLIANT INFORMATION.   FBC M TABLE 403.3.1.1 FOOTNOTE E: RATES ARE PER WATER   CLOSET OR URINAL. THE HIGHER RATE SHALL BE PROVIDED   WHERE THE EXHAUST SYSTEM IS DESIGNED TO OPERATE   INTERMITTENTLY. THE LOWER RATE SHALL BE PERMITTED ONLY   WHERE THE EXHAUST SYSTEM IS DESIGNED TO OPERATE   CONTINUOUSLY WHILE OCCUPIED.       5) SHEET M-3: C.U. MOUNTING DETAIL APPEARS TO BE FOR   MOUNTING THE A/C UNITS ON THE ROOF. PLEASE PROVIDE A   ROOF DETAIL SHOWING THE LOCATION OF THE C.U.?S ON THE   ROOF AND SHOW THE ROOF ACCESS TO THESE UNITS. FBC   107.2.1; M304.11; M306.5           WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM.       MICHAEL EDWARDS   MECHANICAL EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL. 33401   561-805-6728   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2021-10-15 Cont ID   Sent By medwards Date 2021-10-15 Time 09:56 Rev Time 0.00 Received By medwards Date 2021-10-15 Time 09:52 Sent To   Notes 2021-10-15 09:56:19 1ST REVIEW FBC-2020 MECHANICAL   PERMIT-21100050       CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE   FBC M- FLORIDA MECHANICAL CODE   FBC EC- FLORIDA ENERGY CONSERVATION   FBC FG- FLORIDA FUEL GAS   FBC EX- FLORIDA EXISTING BUILDING CODE   FBC RES- FLORIDA RESIDENTIAL BUILDING CODE   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC       PLAN REVIEW RESULTS: DENIED.       1) PLEASE PROVIDE HEAT LOAD CALCULATIONS FOR THE   CORRECT CITY ( WEST PALM BEACH). FBC 107.2.1       2) SHEET M2: PLEASE SUBMIT A DRAWING THAT SHOWS THE   WORDING FOR THE MEZZANINE BATH EXHAUST FAN. THE WORDS   ARE CUT OFF AND ARE NOT READABLE ON THIS DRAWING. FBC   107.2.1       3) PLEASE PROVIDE THE USE OF THIS BUILDING. FBC 107.2.1       4) PLEASE PROVIDE THE SPECIFICATIONS FOR THE RTU?S AND   ALL EQUIPMENT FOR THIS PROJECT. FBC 107.2.1       5) PLEASE PROVIDE THE OUTDOOR AIR CALCULATIONS FOR EACH   USE OF SPACE FOR THIS BUILDING. FBC M 403.3.1.1 & TABLE   403.3.1.1       6) SHEET M-3 INDICATES THE MECHANICAL SYSTEMS ARE SPLIT   SYSTEMS WITH THE AHU BEING HUNG FROM THE STRUCTURE AND   THE C.U. BEING MOUNTED ON THE ROOF. THE OUTDOOR AIR   CALCULATION INDICATES THAT THE MECHANICAL SYSTEMS ARE   RTU?S BUT ONLY SHOWS 3 RTU?S. PLEASE PROVIDE CONSISTENT   INFORMATION ON THE MECHANICAL DRAWINGS. FBC 107.2.1       7) SHEET M-3 HAS A NOTE TO GO TO A/C FLOOR PLAN FOR   CONDENSATE TERMINATION, PLEASE SHOW THE CONDENSATE   PIPING AND TERMINATION LOCATION ON THE DRAWINGS. FBC M   307.       WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM.       MICHAEL EDWARDS   MECHANICAL EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL. 33401   561-805-6728   [email protected]     Review Stop P PLUMBING Rev No 6 Status P Date 2022-09-16 Cont ID   Sent By rwbrown Date 2022-09-16 Time 09:48 Rev Time 0.00 Received By rwbrown Date   Time   Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 5 Status P Date 2022-08-03 Cont ID   Sent By rwbrown Date 2022-08-03 Time 08:12 Rev Time 0.00 Received By rwbrown Date 2022-08-03 Time 08:12 Sent To   Notes 2022-08-03 08:12:27 PREVIOUSLY APPROVED AND STAMPED BY LUIS C.     Review Stop P PLUMBING Rev No 4 Status P Date 2022-04-04 Cont ID   Sent By lcrespo Date 2022-04-04 Time 13:49 Rev Time 0.00 Received By lcrespo Date 2022-04-04 Time 15:41 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 3 Status P Date 2022-02-10 Cont ID   Sent By lcrespo Date 2022-02-10 Time 12:50 Rev Time 0.00 Received By lcrespo Date 2022-02-10 Time 12:49 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 2 Status F Date 2021-12-15 Cont ID   Sent By lcrespo Date 2021-12-15 Time 15:49 Rev Time 0.00 Received By lcrespo Date 2021-12-15 Time 07:33 Sent To   Notes 2021-12-15 15:49:38 12/15/21 2ND PLUMBING REVIEW**DENIED** WITH COMMENTS       NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS   TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE   GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.               1. ON SHEET A-2       A. MEZZANINE UPSTAIRS DOES NOT SHOW OCCUPANTS WHETHER   IT APPLIES TO THE 202 FBC SEC 201.1.1 VERTICAL   ACCESSIBILITY. WOULD YOU PLEASE CLARIFY PER THE WPB   AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON   CONSTRUCTION DOCUMENTS?   NEW COMMENT 203.9 DOES NOT EXEMPT, AND THE AMOUNT   EXEMPTS WHAT WAS SUMMITED HAS MORE THAN FIVE OCCUPANTS   PER 2020 FBC SEC. 201.1.1. THIS IS NOT CONSIDERED A   MEZZANINE, AND THE RESTROOM HAS TO BE ACCESSIBLE OR MAY   BE REQUIRED TO BE UNISEX. WOULD YOU PLEASE TELL US WHAT   DIRECTION YOU WILL TAKE TO PREVENT DELAY IN YOUR REVIEW   PROCESS?       B. ON THE RESTROOM TO THE LEFT, IT SHOWS A DOOR OPENING   TO A HALL FOR THE WATER CLOSET, AND THE DOOR SHALL BE   LOCATED IN THE CORNER, DIAGONAL TO IT PER THE 2020 FBC   ACC. SEC. 604.8.1.7 WATER CLOSET. IF THERE IS A   CONFLICT ON THE SECOND OPENING, ONE CAN SWING-OUT.   WOULD YOU PLEASE CORRECT PER THE WPB AMENDMENTS TO THE   FBC SEC.107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS?       C. DONE       D. DONE       E. DONE       F. DONE       H. DONE       I. DONE       2. ON SHEET A-5;       A. DONE       B. DONE       C. DONE       D. DONE       E. DONE       F. DONE       G. DONE       H. DONE       I. THE TOILET GRAB BAR SAYS 6 INCHES FROM THE WALL,   WHICH IS NOT AN ACTUAL NUMBER AS THE TOILET IS 16   INCHES TO 18 INCHES TO THE CENTER. WOULD YOU PLEASE   CORRECT PER THE 2020 FBC ACC SEC. 604.2 LOCATION AND   WPB AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON   CONSTRUCTION DOCUMENTS? WOULD YOU PLEASE REMOVE THE SIX   INCHES MAX?       J. DONE       L. DONE       3. DONE       4. ON SHEET P-1;   A. DONE       B. DONE       C. DONE       D. WOULD YOU, PLEASE PROVIDE GREASE INTERCEPTOR SIZING   CALCULATION BASED ON PDI G101 AND THE 2020 AMENDMENT TO   FBC SEC. 107.3.5.   NEW COMMENT, GREASE INTERCEPTOR CANNOT BE REMOVED IF IT   IS A FOOD PROCESSOR. PLEASE PROVIDE FUTURE USE OF THE   USAGE PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1   INFORMATION ON CONSTRUCTION DOCUMENTS. A GREASE   INTERCEPTOR MAY BE PUT IN LATER WITH REVIEW AND A   SEPARATE PERMIT BUT MUST BE SHOWN ON THE PLAN.   WOULD YOU PLEASE VENT THE FLOOR DRAIN IN THE LAST PART   OF THE BRANCH? A VENT SHALL BE PROVIDED WITH A SYSTEM   OF VENT PIPING THAT WILL PERMIT THE ADMISSION OR   EMISSION OF AIR SO THAT THE SEAL OF ANY FIXTURE TRAP   PER THE 2020 FBC SEC. P 901.2.       E. DONE       5. DONE       6. DONE       7. DONE       8. WOULD YOU PLEASE MOVE THE DIGITAL STAMP ON THE NOTES   PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1   INFORMATION ON CONSTRUCTION DOCUMENTS.       9. DONE       10. DONE       11. DONE       WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION &   REMOVE ANY VOIDED SHEETS & REPLACE ANY NECESSARY PAGES.   A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW   COMMENT NUMBER, DESCRIBING THE REVISION MADE,   IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE   CHANGES CAN BE FOUND, WILL HELP EXPEDITE YOUR PERMIT.   THANK YOU FOR YOUR ANTICIPATED COOPERATION.       HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA       WEST PALM BEACH AMENDMENTS 2017 FBC CHAPTER; UPON   REQUEST.       LUIS A. CRESPO   PLUMBING PLAN EXAMINER / INSPECTOR   EMAIL: [email protected] OFFICE: 561 805-6720     Review Stop P PLUMBING Rev No 1 Status F Date 2021-10-25 Cont ID   Sent By lcrespo Date 2021-10-25 Time 13:58 Rev Time 0.00 Received By lcrespo Date 2021-10-25 Time 09:10 Sent To   Notes 2021-10-25 14:02:01 10/25/21 1ST PLUMBING REVIEW**DENIED** WITH COMMENTS       NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS   TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE   GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.       1. ON SHEET A-2   A. MEZZANINE UPSTAIRS DOES NOT SHOW OCCUPANTS TO   DETERMINE IF IT APPLIES TO THE 202 FBC SEC 201.1.1   VERTICAL ACCESSIBILITY. WOULD YOU PLEASE CLARIFY PER   THE WPB AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION   ON CONSTRUCTION DOCUMENTS?       B. ON THE RESTROOM TO THE LEFT, IT SHOWS A DOOR OPENING   TO A HALL FOR THE WATER CLOSET, AND THE DOOR SHALL BE   LOCATED IN THE CORNER, DIAGONAL TO IT PER THE 2020 FBC   ACC. SEC. 604.8.1.7 WATER CLOSET. IF THERE IS A   CONFLICT ON THE OPENING OF THE SECOND, THEN ONE CAN   SWING-OUT. WOULD YOU PLEASE CORRECT PER THE WPB   AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON   CONSTRUCTION DOCUMENTS?       C. IN THE SHOWER, THE DOOR TO THE INSIDE, WOULD YOU   PLEASE SHOW THE 5-FOOT TURNING RADIUS WITH DIMENSION   AND THE CLEAR FLOOR SPACE AGAINST IT PER THE 2020 FBC   ACC. SEC. 304.3.       D. WOULD YOU PLEASE LABEL THE RESTROOM THAT REQUIRED A   PUBLIC FACILITY TO PROVIDE SIGNS THAT DESIGNATE THE SEX   PER THE 2020 FBC SECTION P 403.2.       E. WOULD YOU PLEASE PROVIDE PLUMBING FIXTURE   CALCULATIONS? PROVIDE A SCHEDULE ON THE PLAN SHOWING   THE REQUIRED AND PROVIDE THE NUMBER OF FIXTURES PER   TABLE 403.3 FBC P. PLEASE NOTE THAT SERVICE SINKS ARE   REQUIRED FOR F OCCUPANCY. AN EMERGENCY SHOWER AND   EYEWASH STATION MAY BE REQUIRED FOR THE F OCCUPANCY   DEPENDING UPON THE DEPARTMENT OF HEALTH, DEPARTMENT OF   AGRICULTURE, OSHA, OR OTHER GOVERNING AGENCY   REQUIREMENTS. WOULD YOU PLEASE CONTACT THOSE AGENCIES   FOR FURTHER INFORMATION.       F. THERE IS A DRINKING FOUNTAIN ON OTHER DRAWINGS, AND   THESE ONE AND OTHERS ARE MISSING THE DRINKING FOUNTAIN.   WOULD YOU PLEASE CORRECT PER THE WPB AMENDMENTS TO THE   FBC SEC.107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS?       H. WOULD YOU PLEASE SHOW THE 30 X 48 IN. CLEAR FLOOR   SPACE FOR A FORWARD APPROACH TO THE   WHEELCHAIR-ACCESSIBLE DRINKING FOUNTAIN 2020 FBC ACC   SEC. 602.2.       I. WOULD YOU PLEASE SHOW A SERVICE SINK (MOP SINK), AND   THE SURROUNDING WALLS SHALL BE NON-ABSORBENT SURFACE IN   ACCORDANCE WITH THE 2020 FBC BUILDING SEC. 1210.2.2 AND   2020 FBC SEC. P 310.3. WOULD YOU PLEASE MAKE A NOTE ON   THIS SHEET?       2. ON SHEET A-5;   A. THE DETAIL FOR 10 AND 11 HAVE NUMBERS AND NO   SCHEDULE TO REFER TO. WOULD YOU PLEASE PROVIDE PER THE   WPB AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON   CONSTRUCTION DOCUMENTS?       B. DETAIL 10 GRAB BARS SHALL BE MEASURED TO THE TOP OF   THE GRIPPING SURFACE PER THE 2020 FBC ACC SEC. 609.4.       C. ON DETAIL 7 AND 8, WOULD YOU PLEASE SHOW THE PIPE   SIZE ON THE FIRESTOP SYSTEM SUBMITTED PER THE WPB   AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON   CONSTRUCTION DOCUMENTS.       D. ON DETAIL 11, THE REFLECTIVE PART OF THE MIRROR   NEEDS TO BE 40 INCHES TO THE REFLECTIVE SIDE PER THE   2020 FBC ACC SEC. 603.3.       E. LAVATORY WATER SUPPLY AND DRAINPIPES UNDER SINK   SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT   AGAINST CONTACT PER THE 2020 FBC ACC SEC. 606.5.       F. ON DETAIL 10, THE TOILET PAPER DISPENSERS SHALL BE 7   INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE   WATER CLOSET MEASURED TO THE CENTERLINE OF DISPENSER   PER THE 2020 FBC ACC SEC. 604.7.       G. THE TOILET SEATS NEED TO BE 17 INCHES TO 19 INCHES   MAXIMUM MEASURED TO THE TOP OF THE SEAT PER THE 2020   FBC ACC SEC. 604.4 SEATS.       H. SEATS OF WATER CLOSETS SHALL BE OPEN-FRONT TYPE PER   2020 FBC P 425.3 WATER CLOSET SEATS.       I. THE TOILET GRAB BAR SAYS 6 INCHES FROM THE WALL,   WHICH IS NOT AN ACTUAL NUMBER AS THE TOILET IS 16   INCHES TO 18 INCHES TO THE CENTER. WOULD YOU PLEASE   CORRECT PER THE 2020 FBC ACC SEC. 604.2 LOCATION AND   WPB AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION ON   CONSTRUCTION DOCUMENTS?       J. THE HORIZONTAL GRAB BARS ON THE REAR NEED TO BE   MEASURED TO THE CENTER OF THE WATER CLOSET TO 12 INCHES   TO THE WALL AND 24 INCHES TO THE OPEN SIDE PER THE   604.5.2 REAR WALL.       L. ON DETAIL 11, THE WATER CLOSET, THE ACTUAL NUMBER   FOR THE TOILET FROM THE WALL IS 16 INCHES TO 18 INCHES   TO THE CENTER. WOULD YOU PLEASE CORRECT PER THE 2020   FBC ACC SEC. 604.2 LOCATION.       3. ON SHEET A-7, DETAIL 7 SHOWS SINK IN IT, BUT IT IS   THE HEIGHT AT 34 INCHES. WOULD YOU PLEASE CORRECT PER   THE WPB AMENDMENTS TO THE FBC SEC.107.2.1 INFORMATION   ON CONSTRUCTION DOCUMENTS?       4. ON SHEET P-1;   A. THE FLOOR DRAIN IS NOT LABELED OR SIZED, AND FLOOR   SINKS ARE NOT LABELED.       B. WOULD YOU PLEASE SHOE ALL TRAP PRIMER FOR THE   MISSING FLOOR DRAIN PER THE WPB AMENDMENTS TO THE FBC   SEC. 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.       C. WOULD YOU PLEASE PROVIDE A DETAIL OF THE   THREE-COMPARTMENT WITH ITS REFERENCE TO ITS PAGE PER   THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION   ON CONSTRUCTION DOCUMENTS.       D. WOULD YOU PLEASE PROVIDE GREASE INTERCEPTOR SIZING   CALCULATION BASED ON PDI G101 AND THE 2020 AMENDMENT TO   FBC SEC. 107.3.5       E. THE KITCHEN HAS NO DRAIN FOR THE KITCHEN SINK. WOULD   YOU PLEASE CORRECT AND SHOW ON ISOMETRIC FOR P-3 AS   WELL PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1   INFORMATION ON CONSTRUCTION DOCUMENTS?       5. ON SHEET P-2, IT SHOWS THE RAIN LEADER, SO WOULD YOU   PLEASE PROVIDE THE STROM SIZING TABLE USED AND SHOW ON   THE ISOMETRIC DRAWING ON SHEET P3 PER THE WPB   AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON   CONSTRUCTION DOCUMENTS.       6. ON SHEET, P-3, WOULD YOU PLEASE SHOW THE WATER   SERVICE VALVE, HAMMER ARRESTOR FOR DF, THE SHUT-OFF   VALVES FOR RESTROOM GROUPS, AND HOSE BIBBS VALVES AS   NOTED ON P-4 PER THE WPB AMENDMENTS TO THE FBC SEC.   107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.       7. ON SHEET P-4, TEMPERED WATER SHALL BE DELIVERED FROM   LAVATORIES AND GROUP WASH FIXTURES IN PUBLIC TOILET   FACILITIES PROVIDED FOR CUSTOMERS, PATRONS, AND   VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AN   APPROVED WATER-TEMPERATURE LIMITING DEVICE THAT   CONFORMS TO ASSE 1070 OR CSA B125.3 PER THE 2020 FBC   SEC. 416.5 TEMPERED WATER FOR PUBLIC HAND-WASHING   FACILITIES.       8. WOULD YOU PLEASE MOVE THE DIGITAL STAMP ON THE NOTES   PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1   INFORMATION ON CONSTRUCTION DOCUMENTS.       9. ICEMAKER AND COFFEE MAKER SHALL BE EQUIPPED WITH AN   IN-LINE VACUUM BREAKER THAT COMPLIES WITH ASSE 1024 PER   THE 2020 FBC SEC. 608.13.10.       10. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF   THE WATER CLOSET PER THE 2020 ACC SEC. 604.6 FLUSH   CONTROLS.       11. PLEASE SHOW THE CLEAR FLOOR SPACE DIAGRAM AND   DIMENSIONS FOR THE BREAKROOM SINK PER THE 2020 FBC ACC   SEC. 606.2. 2 CLEAR FLOOR SPACE.       WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION &   REMOVE ANY VOIDED SHEETS & REPLACE ANY NECESSARY PAGES.   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 EXPEDITE YOUR   PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.       HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA       LUIS A. CRESPO   PLUMBING PLAN EXAMINER / INSPECTOR   EMAIL: [email protected] OFFICE: 561 805-6720     Review Stop R ROOF PLAN REVIEW Rev No 3 Status P Date 2022-04-06 Cont ID   Sent By jwitmer Date 2022-04-06 Time 08:15 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2022-04-06 08:15:09 ROOF PRODUCT APPROVAL: NOA 19-0313.03   PAGE 5 OF 16 -217.5 PSF GENERAL LIMITATION # 9.   NOTE : -60PSF MEMBRANE ATTACHMENT WITH WATER BASED   BONDING ADHESIVE P   JAMES 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]     Review Stop R ROOF PLAN REVIEW Rev No 2 Status P Date 2021-12-07 Cont ID   Sent By jwitmer Date 2021-12-07 Time 12:14 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2021-12-07 12:14:51 ROOF PRODUCT APPROVAL: NOA 19-0313.03   PAGE 5 OF 16 -217.5 PSF GENERAL LIMITATION # 9.   NOTE : -60PSF MEMBRANE ATTACHMENT WITH WATER BASED   BONDING ADHESIVE P (LIMITATION # 9)       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]         Review Stop R ROOF PLAN REVIEW Rev No 1 Status F Date 2021-11-02 Cont ID   Sent By jwitmer Date 2021-11-02 Time 13:52 Rev Time 0.00 Received By jwitmer Date 2021-11-02 Time 07:37 Sent To   Notes 2021-11-02 13:52:43 THIS REVIEW THERE WERE NO ROOFING PRODUCT APPROVALS   SUBMITTED. 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY   THE CODE, THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE,   DESCRIBE AND DELINEATE THE TYPE OF ROOFING SYSTEM,   MATERIALS, VENTING, FASTENING REQUIREMENTS, FLASHING   REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE   REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND   INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND   CRITERIA REQUIRED FOR THE SPECIFIC SITE.           COMPONENTS & CLADDING. PLEASE SUBMIT THE COMPONENTS AND   CLADDING PRODUCT APPROVALS. 2020 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)(D) ROOFING PRODUCTS AND ASSEMBLIES,CURBS, ROOF TOP   VENTILATORS, ETC       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]     Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 9 Status P Date 2022-09-16 Cont ID   Sent By medwards Date 2022-09-16 Time 09:34 Rev Time 0.00 Received By medwards Date 2022-09-16 Time 09:34 Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 8 Status F Date 2022-08-31 Cont ID   Sent By medwards Date 2022-08-31 Time 11:44 Rev Time 0.00 Received By medwards Date 2022-08-31 Time 11:43 Sent To   Notes 2022-08-31 11:44:33 SEE PREVIOUS REVIEWERS COMMENTS BELOW:       PAGES - E-1, E-2, E-3, P-1, P-2, P-3, P-4, M-3 ARE NOT   SIGNED/SEALED       ALL ELECTRONIC DOCUMENTS PREPARED BY ARCHITECTS OR   ENGINEERS MUST BE DIGITALLY SIGNED, IN ACCORDANCE WITH   61G1-16 AND 61G15, F.A.C           RYAN W. BROWN   CHIEF PLUMBING INSPECTOR   OFFICE: 561-805-6692   CELL: 561-517-4293   EMAIL: [email protected]     Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 7 Status P Date 2022-08-22 Cont ID   Sent By jwitmer Date 2022-08-22 Time 10:36 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 6 Status F Date 2022-08-03 Cont ID   Sent By rwbrown Date 2022-08-03 Time 08:05 Rev Time 0.00 Received By rwbrown Date 2022-08-03 Time 08:05 Sent To   Notes 2022-08-03 08:06:56 PAGES - E-1, E-2, E-3, P-1, P-2, P-3, P-4, M-3 ARE NOT   SIGNED/SEALED       ALL ELECTRONIC DOCUMENTS PREPARED BY ARCHITECTS OR   ENGINEERS MUST BE DIGITALLY SIGNED, IN ACCORDANCE WITH   61G1-16 AND 61G15, F.A.C           RYAN W. BROWN   CHIEF PLUMBING INSPECTOR   OFFICE: 561-805-6692   CELL: 561-517-4293   EMAIL: [email protected]     Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 5 Status P Date 2022-05-24 Cont ID   Sent By medwards Date 2022-05-24 Time 15:06 Rev Time 0.00 Received By medwards Date 2022-05-24 Time 15:06 Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 4 Status F Date 2022-04-06 Cont ID   Sent By jwitmer Date 2022-04-06 Time 08:15 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2022-04-06 07:21:27 THE MECHANICAL DRAWINGS DO NOT HAVE THE REQUIRED   DIGITAL SIGNATURES. ME Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 3 Status P Date 2022-02-18 Cont ID   Sent By jleahy Date 2022-02-18 Time 07:57 Rev Time 0.00 Received By jleahy Date 2022-02-18 Time 07:08 Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 2 Status P Date 2021-12-22 Cont ID   Sent By ccole Date 2021-12-22 Time 13:10 Rev Time 0.00 Received By ccole Date 2021-12-22 Time 13:00 Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 1 Status P Date 2021-10-19 Cont ID   Sent By ptharpe Date 2021-10-19 Time 07:51 Rev Time 0.00 Received By ptharpe Date 2021-10-19 Time 07:23 Sent To   Notes ***NONE*** Review Stop Z ZONING Rev No 8 Status P Date 2022-08-30 Cont ID   Sent By kdefranc Date 2022-08-30 Time 13:03 Rev Time 0.00 Received By kdefranc Date 2022-08-30 Time 13:01 Sent To   Notes 2022-08-30 13:02:31 8/30/22 - PASSED       PREVIOUS REVIEW COMMENT:   SEE ZONING COMMENTS FROM 10/12/21. [SATISFIED]       ADDITIONAL REVIEW COMMENT:   REQUIRES PRIOR APPROVAL OF INFORMAL SITE PLAN REVIEW   (ISPR) APPLICATION 21-12 (Z21110003). [SATISFIED]       REVIEW COMMENTS TO BE ADDRESSED:   1. PLEASE PROVIDE A COPY OF THE INFORMAL SITE PLAN   REVIEW (ISPR 21-12) ? CONDITIONAL APPROVAL LETTER FOR   THE SUBJECT BUILDING PERMIT APPLICATION. [SATISFIED]   2. PLEASE SUBMIT A LANDSCAPE PERMIT APPLICATION OR A   LANDSCAPE CONDITIONAL APPROVAL PERMIT FORM. PROVIDE THE   LANDSCAPE PLAN AND IRRIGATION PLAN ALONG WITH THIS   SUBMITTAL. [SATISFIED]       NEW REVIEW COMMENT TO BE ADDRESSED:   1. PLEASE REFER TO CONDITION NUMBER 1.A. OF THE   INFORMAL SITE PLAN REVIEW (ISPR 21-12) ? CONDITIONAL   APPROVAL LETTER AND REVISE THE PLAN(S), ACCORDINGLY.   [SATISFIED]           KEVIE DEFRANC   PLANNER - PLANNING DIVISION   [email protected]   561-822-1449     Review Stop Z ZONING Rev No 7 Status F Date 2022-08-26 Cont ID   Sent By kdefranc Date 2022-08-26 Time 15:01 Rev Time 0.00 Received By kdefranc Date 2022-08-26 Time 15:01 Sent To   Notes 2022-08-26 15:01:33 8/26/22 - FAILED       PREVIOUS REVIEW COMMENT:   SEE ZONING COMMENTS FROM 10/12/21. [SATISFIED]       ADDITIONAL REVIEW COMMENT:   REQUIRES PRIOR APPROVAL OF INFORMAL SITE PLAN REVIEW   (ISPR) APPLICATION 21-12 (Z21110003). [SATISFIED]       REVIEW COMMENTS TO BE ADDRESSED:   1. PLEASE PROVIDE A COPY OF THE INFORMAL SITE PLAN   REVIEW (ISPR 21-12) ? CONDITIONAL APPROVAL LETTER FOR   THE SUBJECT BUILDING PERMIT APPLICATION. [SATISFIED]   2. PLEASE SUBMIT A LANDSCAPE PERMIT APPLICATION OR A   LANDSCAPE CONDITIONAL APPROVAL PERMIT FORM. PROVIDE THE   LANDSCAPE PLAN AND IRRIGATION PLAN ALONG WITH THIS   SUBMITTAL. [SATISFIED]       NEW REVIEW COMMENT TO BE ADDRESSED:   1. PLEASE REFER TO CONDITION NUMBER 1.A. OF THE   INFORMAL SITE PLAN REVIEW (ISPR 21-12) ? CONDITIONAL   APPROVAL LETTER AND REVISE THE PLAN(S), ACCORDINGLY.           KEVIE DEFRANC   PLANNER - PLANNING DIVISION   [email protected]   561-822-1449     Review Stop Z ZONING Rev No 6 Status F Date 2022-08-12 Cont ID   Sent By kdefranc Date 2022-08-12 Time 10:33 Rev Time 0.00 Received By kdefranc Date 2022-08-12 Time 10:25 Sent To   Notes 2022-08-12 10:32:02 8/12/22 - FAILED       PREVIOUS REVIEW COMMENT:   SEE ZONING COMMENTS FROM 10/12/21. [SATISFIED]       ADDITIONAL REVIEW COMMENT:   REQUIRES PRIOR APPROVAL OF INFORMAL SITE PLAN REVIEW   (ISPR) APPLICATION 21-12 (Z21110003). [SATISFIED]       NEW REVIEW COMMENTS TO BE ADDRESSED:   1. PLEASE PROVIDE A COPY OF THE INFORMAL SITE PLAN   REVIEW (ISPR 21-12) ? CONDITIONAL APPROVAL LETTER FOR   THE SUBJECT BUILDING PERMIT APPLICATION.   2. PLEASE SUBMIT A LANDSCAPE PERMIT APPLICATION OR A   LANDSCAPE CONDITIONAL APPROVAL PERMIT FORM. PROVIDE THE   LANDSCAPE PLAN AND IRRIGATION PLAN ALONG WITH THIS   SUBMITTAL.           KEVIE DEFRANC   PLANNER - PLANNING DIVISION   [email protected]   561-822-1449     Review Stop Z ZONING Rev No 5 Status F Date 2022-05-31 Cont ID   Sent By kdefranc Date 2022-05-31 Time 14:38 Rev Time 0.00 Received By kdefranc Date 2022-05-31 Time 14:36 Sent To   Notes 2022-05-31 14:37:37 5/31/22 - FAILED       PREVIOUS REVIEW COMMENT:   SEE ZONING COMMENTS FROM 10/12/21.       ADDITIONAL REVIEW COMMENT:   REQUIRES PRIOR APPROVAL OF INFORMAL SITE PLAN REVIEW   (ISPR) APPLICATION 21-12 (Z21110003).           KEVIE DEFRANC   PLANNER - PLANNING DIVISION   [email protected]   561-822-1449     2022-05-18 11:04:24 ARCHITECTURAL SHEETS ARE NOT ELECTRONICALLY SIGNED AND   SEALED, STRUCTURAL SHEETS ARE ELECTRONICALLY SIGNED AND   SEALED. 5/18/2022 JW Review Stop Z ZONING Rev No 4 Status F Date 2022-03-31 Cont ID   Sent By kdefranc Date 2022-03-31 Time 16:03 Rev Time 0.00 Received By kdefranc Date 2022-03-31 Time 15:58 Sent To   Notes 2022-03-31 16:03:06 3/31/22 ? FAILED       PREVIOUS REVIEW COMMENT:   SEE ZONING COMMENTS FROM 10/12/21.       ADDITIONAL REVIEW COMMENT:   REQUIRES PRIOR APPROVAL OF INFORMAL SITE PLAN REVIEW   (ISPR) APPLICATION 21-12 (Z21110003).           KEVIE DEFRANC   PLANNER - PLANNING DIVISION   [email protected]   561-822-1449     Review Stop Z ZONING Rev No 3 Status F Date 2022-02-11 Cont ID   Sent By ajones Date 2022-02-11 Time 09:49 Rev Time 0.00 Received By ajones Date 2022-02-11 Time 09:49 Sent To   Notes 2022-02-11 09:50:39 2/11/22- FAILED. SEE ZONING COMMENTS FROM 10/12/21.       ANGELLA VANN   [email protected]   561-822-1441 Review Stop Z ZONING Rev No 2 Status F Date 2021-12-21 Cont ID   Sent By ajones Date 2021-12-21 Time 14:54 Rev Time 0.00 Received By ajones Date 2021-12-21 Time 14:54 Sent To   Notes 2021-12-21 14:56:01 12/21/21- FAILED. SEE NOTES FROM ZONING DENIAL ON   10/12/2021. Review Stop Z ZONING Rev No 1 Status F Date 2021-10-12 Cont ID   Sent By awooten Date 2021-10-12 Time   Rev Time   Received By awooten Date 2021-10-12 Time   Sent To   Notes 2021-10-12 14:15:56 *********************ZONING REVIEW   FAILED***************************       THIS ADDITION WILL REQUIRE AN INFORMAL SITE PLAN REVIEW   FROM THE CITY?S PLATS, PLAN AND REVIEW COMMITTEE, DUE   TO THE ADDITION OF 1,000 OR MORE GROSS SQUARE FEET TO   AN EXISTING RESIDENTIAL AND NONRESIDENTIAL STRUCTURES.   PLEASE CONTACT THE PLANNING DIVISION FOR MORE   INFORMATION 561-822-1461.       ALANA WOOTEN   PLANNER   PLANNING DIVISION   561-822-1449   [email protected] Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved