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 18110093 Review Stop AIPP ART IN PUBLIC PLACES Rev No 1 Status N Date 2021-03-29 Cont ID   Sent By scwelter Date 2021-03-29 Time 13:25 Rev Time 0.00 Received By scwelter Date   Time   Sent To   Notes ***NONE*** Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status P Date 2019-08-22 Cont ID   Sent By dbattles Date 2019-08-22 Time 09:49 Rev Time 0.00 Received By dbattles Date 2019-08-22 Time 09:49 Sent To   Notes 2019-08-22 09:49:04 PROVISOS:   EXTERIOR DOORS, MULLIONS   ROOF HATCHES   WINDOWS AND MULLIONS   PANEL WALLS, STOREFRONTS AND WALL LOUVERS   ROOFING PRODUCTS AND ASSEMBLIES PROVIDED AT SUB PERMIT   APPLICATION   LIGHT WEIGHT CONCRETE INSULATION   ROOF TOP VENTILATORS   PRE-ENGINEERED AC STANDS   HANDRAIL AND GUARDRAIL       SEPARATE PERMITS (APPLICATIONS, PLANS, AND FEES) ARE   REQUIRED FOR:   LIGHT POLES/SITE LIGHTING   FIRE ALARM   FIRE SPRINKLER   LOW VOLTAGE   ACCESS   LANDSCAPING   IRRIGATION   PARKING LOT   ALL OTHER ITEMS OTHER THAN BMEP       PROVIDE THE RECORDED PLAT WHEN FINALIZED; EITHER A PDF   VIA EMAIL OR ADVISE BOOK AND PAGE NUMBER VIA EMAIL.     Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status P Date 2019-08-08 Cont ID   Sent By dbattles Date 2019-08-08 Time 16:17 Rev Time 0.00 Received By dbattles Date 2019-08-08 Time 16:17 Sent To   Notes 2019-08-08 16:18:09 PROVISOS:   EXTERIOR DOORS, MULLIONS   ROOF HATCHES   WINDOWS AND MULLIONS   PANEL WALLS, STOREFRONTS AND WALL LOUVERS   ROOFING PRODUCTS AND ASSEMBLIES PROVIDED AT SUB PERMIT   APPLICATION   LIGHT WEIGHT CONCRETE INSULATION   ROOF TOP VENTILATORS   PRE-ENGINEERED AC STANDS   HANDRAIL AND GUARDRAIL       SEPARATE PERMITS (APPLICATIONS, PLANS, AND FEES) ARE   REQUIRED FOR:   LIGHT POLES/SITE LIGHTING   FIRE ALARM   FIRE SPRINKLER   LOW VOLTAGE   ACCESS   LANDSCAPING   IRRIGATION   PARKING LOT   ALL OTHER ITEMS OTHER THAN BMEP       PROVIDE THE RECORDED PLAT WHEN FINALIZED; EITHER A PDF   VIA EMAIL OR ADVISE BOOK AND PAGE NUMBER VIA EMAIL.     Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2019-06-06 Cont ID   Sent By dbattles Date 2019-06-06 Time 14:27 Rev Time 0.00 Received By dbattles Date 2019-05-21 Time 10:27 Sent To   Notes 2019-06-06 14:41:56 3RD REVIEW   ALL OTHER COMMENTS ARE RESOLVED       15.) REG ? STAIR 110, 210 & 310 IS AN EXIT ACCESS STAIR   UNDER FBC 1019.3.4 AND VERTICAL OPENINGS ARE ALLOWED   PER 712.1.12. CLOSELY SPACED SPRINKLER HEADS PER   903.3.1.1 (ON A SEPARATE PERMIT) WILL BE INSTALLED AT   VERTICAL OPENINGS ON 1ST AND 2ND FLOORS AND A SOFFIT IS   PROVIDED WHICH SERVES AS A DRAFT CURTAIN. ALLOWABLE   EXIT ACCESS TRAVEL DISTANCE FOR ?A? PER 1017.2 IS 250?.   TRAVEL DISTANCES PROVIDED TO EXTERIOR EXIT ACCESS DOORS   ARE EQUAL TO OR LESS THAN 202?.       15) 1023.1 FBC[BUILDING] STAIR 310 IS USED FOR EGRESS   AND SHOULD FOLLOW SECTION 1023 FOR INTERIOR STAIR.   VERTICAL OPENINGS WILL FOLLOW 712.1.9 AND 404 FOR   ATRIUMS.   THE REASON THIS COMMENT REMAINS IS THAT, WHILE YOU MEET   MOST OF THE REQUIREMENTS FOR 712.1.12, OPENINGS PER   1019.3 NOTE #1 EXIT ACCESS STAIRWAYS AND RAMPS THAT   SERVE OR ATMOSPHERICALLY COMMUNICATE BETWEEN ONLY TWO   STORIES. SUCH INTERCONNECTED STORIES SHALL NOT BE OPEN   TO OTHER STORIES.   BECAUSE THAT IS AN EXIT STAIR IT SHOULD BE ENCLOSED OR   ONLY SERVE 2 FLOORS.       DYLAN BATTLES   561-805-6718   [email protected]       THE CITY OF WEST PALM BEACH   BUILDING PLANS EXAMINER PX4191     Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2019-05-03 Cont ID   Sent By dbattles Date 2019-05-03 Time 11:16 Rev Time 0.00 Received By dbattles Date 2019-05-01 Time 10:10 Sent To   Notes 2019-05-03 11:19:58     2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 18110093   ADD: 609 8TH ST.   CONT: COOPER CONSTRUCTION MANAGEMENT & CONSULTING   TEL: 561-588-5222   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       1ST REVIEW   DATE: TUES. JAN. 22/ 2019   ACTION: DENIED       1) OK       2) OK - IN PROGRESS       2I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES   FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER   HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE   MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR   WALLS AND CEILINGS.   -THE INTENT OF THE COMMENT WAS TO CONVEY THAT IT IS   ADVANTAGOUS TO UTILIZE ONE FIRE STOPPING CONTRACTOR OR   MAKE SURE EACH TRADE IS USING THE FIRESTOPPING TYPES.       3) OK.   -NEW COMMENT: SHEET S0.1 UNDER FOUNDATIONS SECTION B(3)   STATES SHALLOW FOUNDATIONS AT LEAST 12 INCHES BELOW   GRADE, BUT THE SOILS REPORTS IS CALLING FOR SHALLOW   FOUNDATIONS MINIMUM 18 INCHES BELOW. PLEASE COORDINATE   THE PLANS WITH THE REPORT.       4A) OK. VERIFTY THAT THIS IS NOT EXPOSURE C WITH M.R.H.   OVER 30 FEET AND B TERRAIN EXTENDING 2600 FEET FROM THE   SITE.       4B) OK       4C) OK       5) OK- THE FOLLOWING WILL BECOME PROVISOS (NO RESPONSE   REQUIRED)   (A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES   (B) WINDOWS & MULLIONS   (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT   CONCRETE INSULATION, ROOF TOP VENTILATORS   (G) PRE-ENGINEERED A/C STANDS   (H) HANDRAILS AND GUARDS   (I) STAGE CURTAINS       5A) OK       5B) OK       6) OK. PROVIDE COPY OF RECORDED UNITY OF TITLE PRIOR TO   PERMIT ISSUANCE.       7A) OK       7B) OK       7C) OK       7D) THIS WILL TRIPLE THE OCCUPANT LOAD PLEASE PROVIDE A   NEW ANALYSIS FOR THIS FLOOR FOR EXITING. PLEASE SHOW   HOW THE OCCUPANTS WILL EXIT SHOW THE EXITING FOR THIS   FLOOR AND THE ADDITIONAL LOAD FROM THE MEZZANINE. THE   MEZZANINE OCCUPANT LOAD IS FIGURED IN WITH THE 2ND   FLOOR OCCUPANT LOAD FOR EXITING. PLEASE PROVIDE THE   TOTAL OCCUPANT LOAD FOR THE 2ND FLOOR WITH MEZZANINE   OCCUPANT LOAD. FBC-B 1019.1. 2017 FBC-B 505.2.2 MEANS   OF EGRESS. THE MEANS OF EGRESS FOR MEZZANINES SHALL   COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 10.   -COMMENT NOT ADDRESSED-SHEET A0.02 BALCONY LEVEL NOW   STATES 570 OCCUPANTS BELOW, BUT 2 ND FLOOR DOES NOT   ACCOUNT FOR THE ADDITIONAL NUMBER AT THE 2 ND FLOOR   EXITS.       7E) OK       7F) OK       7G) OK       7H) OK       7I) OK       7I) OK       7J) OK       7K) OK       7L) OK       8) OK       8B) OK       8C) OK       8C) OK       9) OK       9A) OK       9B) OK       10) OK       11) OK       12) OK       2ND REVIEW 5/3/2019   DYLAN BATTLES   BUILDING PLANS EXAMINER PX4191   [email protected]   561-805-6718       NEW COMMENTS:   13) 107.3.5 FBC[AMENDED] MEZZANINE/BALCONY LEVEL SHOWS   RAMS DOWN IN HALLWAY TO GET TO STAGE ELEVATION AND   SECTIONS ON A3.03 SHOW A 6 INCH STEP FROM HALL MO2 TO   LOBBY 311.   -PLEASE SHOW THIS STEP IN PLAN VIEW.       14) 107.3.5 FBC[AMENDED] SHEET A1.03 SHOWS DOOR CALL   OUT 316 OUTSIDE OF STAIR 326. PLAN DOES NOT SHOW THE   DOOR SWING, BUT DOOR SCHEDULE DOES HAVE DOOR THERE.   A) PLEASE REVIEW WHAT IS HERE AND REVISE.   B) ALSO, LOOK AT DOUBLE DOORS LABLED 130 AND 135 IN   HALL M02. I DO NOT SEE THESE DOORS ON DOOR SCHEDULE.   C) DOOR 311 TO ROOF GARDEN. SECTION 1/A3.01 LOOKS LIKE   DOOR IS AT SAME ELEVATION AS ROOF AND INTERIOR. SECTION   1/A3.03 LOOKS LIKE THE DOOR MAY BE RAISED. PLEASE   VERIFY HOW ACCESSIBLE PATH WORKS FROM ELEVATOR P1 TO   ROOF GARDEN. ALSO, DOES ELEV F1 HAVE A STEP DOWN AT   MEZZANINE/PATIO LEVEL?       15) 1023.1 FBC[BUILDING] STAIR 310 IS USED FOR EGRESS   AND SHOULD FOLLOW SECTION 1023 FOR INTERIOR STAIR.   VERTICAL OPENINGS WILL FOLLOW 712.1.9 AND 404 FOR   ATRIUMS.       16) 1029.9.1 MINIMUM AISLE WIDTH.   -COODINATE LIFE SAFETY PLAN WITH FLOOR PLAN TO SHOW   EXIT ACCESS AISLES. FLOOR PLAN SHOWS TABLES THAT WOULD   BE IN THE ACCESS AILES SHOWN ON LIFE SAFETY. ALSO,   REVIEW SECTION 1029.12.1 FOR SEATING AT TABLES NEXT TO   AISLES.       17) 456.3.2.2 PUBLIC BATHROOMS SHALL BE COMPLETELY   ENCLOSED AND SHALL HAVE TIGHT-FITTING, SELF-CLOSING   DOORS OR, IN PUBLIC LODGING ESTABLISHMENTS OR BATHROOMS   LOCATED OUTSIDE A PUBLIC FOOD SERVICE, HAVE ENTRANCES   AND EXITS CONSTRUCTED IN SUCH A MANNER AS TO ENSURE   PRIVACY OF OCCUPANTS.   -UPDATE DOOR HARDWARE SCHEDULE FOR CLOSERS.       18) 1010.1.10 PANIC AND FIRE EXIT HARDWARE.   -REVIEW WHICH DOORS REQUIRE EXIT HARDWARE AND ADD TO   DOOR SCHEDULE.                                         Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2019-01-22 Cont ID   Sent By jwitmer Date 2019-01-22 Time 08:46 Rev Time 0.00 Received By jwitmer Date 2019-01-10 Time 11:51 Sent To   Notes 2019-01-22 08:46:06 2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 18110093   ADD: 609 8TH ST.   CONT: COOPER CONSTRUCTION MANAGEMENT & CONSULTING   TEL: 561-588-5222   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       1ST REVIEW   DATE: TUES. JAN. 22/ 2019   ACTION: DENIED       1) ASBESTOS: IN ACCORDANCE WITH SECTION 553.79 F. S.   THIS IS TO ADVISE YOU OF THE OWNERS OR OPERATORS?   RESPONSIBILITY TO COMPLY WITH THE STATE & FEDERAL   ASBESTOS REGULATIONS, INCLUDING SECTION 376.60 F. S.   AND CFR 61- NESHAP REQUIREMENTS. REQUIREMENTS INCLUDE-   ASBESTOS SURVEYS AND SUBMISSION OF WRITTEN NOTIFICATION   TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION PRIOR TO:   * DEMOLITION OF ALL REGULATED STRUCTURES;   * MOST RENOVATION ACTIVITIES IN REGULATED STRUCTURES   WHERE ASBESTOS IS DISTURBED OR REMOVED.   NON-COMPLIANCE MAY RESULT IN SEVERE MONETARY PENALTY.       FOR FURTHER INFORMATION IN PALM BEACH COUNTY, CONTACT   THE DIVISION OF ENVIRONMENTAL HEALTH AND ENGINEERING   HRS/ PALM BEACH COUNTY PUBLIC HEALTH UNIT   (DIVISION OF ENGINEERING SCIENCE & ENGINEERING AIR   POLLUTION CONTROL SECTION)       901 EVERNIA STREET   WEST PALM BEACH, FL 33401   (561) 355-3070       2) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING / FL   S. S. 553.71(7) ?THRESHOLD BUILDING" MEANING ANY   BUILDING WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN   HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY   CLASSIFICATION AS DENIED IN THE FLORIDA BUILDING CODE   WHICH EXCEEDS 5,000 SQ. FT. IN AREA AND AN OCCUPANT   CONTENT OF GREATER THAN 500 PERSONS.       2A) COMPLETED. 109.3.6.1 THRESHOLD INSPECTION PLAN. THE   ENFORCING AGENCY SHALL REQUIRE A (WRITTEN/ TYPED)   SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON   A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL   INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE   STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE   ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING   PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.   THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO   PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO   THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR   COMPLIANCE WITH THE PERMITTED DOCUMENTS.       2B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.   CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD   BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S   553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS   REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS   ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH   INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND   REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE   PLACE.       FORMS SENT TO: [email protected] MON. JAN. 14/ 2019   12:54 PM       2C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.   AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH   ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT   OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE   BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE   PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE   FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL   AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633   FLORIDA STATUTE.       2D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'   OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE   RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS   SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE   WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,   AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES   WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST   MEETING THE ABOVE CRITERIA.       2E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR   HISTORY FOR THIS TYPE OF CONSTRUCTION.       2F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE   REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,   PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING   ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE   APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR   PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN   COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR   THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE   IN BLACK & WHITE..   2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD   BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS   CONCERNING SPECIAL INSPECTORS.       2G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,   PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT   AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING   INSTALLATION SHALL BE SUPERVISED, INSPECTED AND   CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING   DOCUMENTS BY THE CONTRACTOR.       2H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED   TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL   BUILDING INSPECTIONS FOR AUDITING OF JOBSITE   INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6   MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.       2I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES   FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER   HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE   MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR   WALLS AND CEILINGS.       3) THE STRUCTURAL SHEET S0.1 UNDER THE HEADING   EARTHWORK & FOUNDATIONS NOTE A INDICATES THAT THE   FOUNDATION DESIGN WAS BASED ON THE GEOTECHNICAL   ENGINEERING REPORT PREPARED BY TERRACON CONSULTANTS,   INC. (REPORT NO. 185072). DATED JULY 20/2018. PLEASE   SUBMIT AN ELECTRONIC REPORT WITH ELECTRONIC SIGNATURE   OR A PAPER REPORT WITH SIGNATURE AND SEAL.       4A) THE SHEET S0.1 GENERAL NOTES, DESIGN CRITERIA (4)   WIND LOADS OR THE WIND DESIGN CRITERIA IS MISSING THE   MEAN ROOF HEIGHT FOR MULTIPLIERS FOR THE HEIGHT OF THE   BUILDING AND EXPOSURE. WIND EXPOSURE. APPLICABLE WIND   DIRECTION IF MORE THAN ONE WIND EXPOSURE IS UTILIZED.   TABLE 1609.7.2. HEIGHT AND EXPOSURE. ASCE 7-10 TABLE   30.3.1. THE CODE ANALYSIS ON SHEET A0.03 DOES STATE THE   MAXIMUM BUILDING HEIGHT OF 41 FEET 7 INCHES. THIS IS   NOT GIVEN IN THE WIND DESIGN CRITERIA, AND THE FACTOR   FOR HEIGHT AND EXPOSURE IS NOT GIVEN, B EXPOSURE @ 40   FEET. MULTIPLIER OF 1.09 USED.       4B) THE OTHER ISSUE IS IN NOTE 5 ON SHEET S0.4. DESIGN   VALUES SHOWN IN THIS TABLE ARE ULTIMATE VALUES FOR USE   WITH LRFD (LOAD RESISTANCE FACTORED DESIGN). THE 2017   FBC-B USES PRESSURES FOR COMPONENTS AND CLADDING IN   VULT( ULTIMATE DESIGN WIND SPEED) AND VASD (ALLOWABLE   OR NOMINAL SERVICE LOADS). THE SAME HOLDS TRUE IN ASCE   7-10 CHAPTER 30 HOLDS TRUE TO THE USAGE OF THE   TERMINOLOGY OF VULT AND VASD. THE TERMINOLOGY OF LRFD   LENDS ITSELF TO MORE LIKE CONCRETE, STEEL AND TIMBER.       4C) PLEASE SUBMIT THE WIND PRESSURES IN VASD SINCE ALL   PRODUCT APPROVALS ARE PUBLISHED IN VASD, THE INSPECTORS   DO NOT HAVE THE TIME TO COMPUTE THE VULT TO VASD. FBC-B   1609.3.1.       5) COMPONENTS & CLADDING. 2017 FBC-B 1609.1.2   PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &   CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,   ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/   2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.   (B) WINDOWS & MULLIONS   (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT   CONCRETE INSULATION, ROOF TOP VENTILATORS   (G) PRE-ENGINEERED A/C STANDS       5A) 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 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..       DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING   DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE   DELEGATED ENGINEER SHALL FORWARD THE DELEGATED   ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR   REVIEW.       5B) 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.       5C) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE   PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF   RECORD AND BEFORE SUBMISSION TO THE BUILDING   DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE   IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,   MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED   INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE   PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1   INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN   ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.   FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH   INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM   LOADS AND SPACING USED IN THE TESTS.       6) SHEET C6.1& C2.1 SHOWS THE EXISTING BUILDING GOING   THROUGH THE PROPERTY LINE FOR LOT 4 & 5, AND THE   PROPOSED 3 STORY ADDITION GOING THROUGH THE PROPERTY   LINE BETWEEN LOTS 5 & 6. PLEASE PROVIDE IS THE3 LOTS   GOING TO BE REPLATED. SO NO PROPERTY LINES GO THROUGH   THE BUILDING AND THE REQUIREMENT FOR 4 HOUR FIRE WALLS   WILL NOT BE REQUIRED. 2017 FBC-B TABLE 602 & FIRE WALLS   FBC-B 706.1.1.       7A) SHEET 005-A0.03 CODE ANALYSIS. THE 2017 FLORIDA   EXISTING BUILDING CODE, PRESCRIPTIVE COMPLIANCE METHOD.   CHANGE OF OCCUPANCY. 407.1. 407.1 CONFORMANCE. NO   CHANGE SHALL BE MADE IN THE USE OR OCCUPANCY OF ANY   BUILDING UNLESS SUCH BUILDING IS MADE TO COMPLY WITH   THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, BUILDING   FOR THE USE OR OCCUPANCY. CHANGES IN USE OR OCCUPANCY   IN A BUILDING OR PORTION THEREOF SHALL BE SUCH THAT THE   EXISTING BUILDING IS NO LESS COMPLYING WITH THE   PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR   STRUCTURE WAS PRIOR TO THE CHANGE. SUBJECT TO THE   APPROVAL OF THE BUILDING OFFICIAL, THE USE OR OCCUPANCY   OF EXISTING BUILDINGS SHALL BE PERMITTED TO BE CHANGED   AND THE BUILDING IS ALLOWED TO BE OCCUPIED FOR PURPOSES   IN OTHER GROUPS WITHOUT CONFORMING TO ALL OF THE   REQUIREMENTS OF THIS CODE FOR THOSE GROUPS, PROVIDED   THE NEW OR PROPOSED USE IS LESS HAZARDOUS, BASED ON   LIFE AND FIRE RISK, THAN THE EXISTING USE.   PLEASE NOTE THE CODE RESEARCH FOUND ON SHEET A0.03 DOES   INDICATE THAT THERE WERE 2 FLOORS WITH AN R-2   OCCUPANCY. SO THERE IS A PARTIAL CHANGE OF OCCUPANCY.   THE NEW OCCUPANCY (ASSEMBLY) IS A MORE STRINGENT USE   AND OCCUPANCY THAN THE R2.       2017 FBC-EXISTING BUILDING CODE 401.3 DANGEROUS   CONDITIONS. THE BUILDING OFFICIAL SHALL HAVE THE   AUTHORITY TO REQUIRE THE ELIMINATION OF CONDITIONS   DEEMED DANGEROUS. THIS NOTE HOLDS TRUE FOR ALL OF   COMMENTS 7A- 7_.       7B) PLEASE NOTE SHEET 005-A0.03 CODE ANALYSIS UNDER THE   HEADING CODE RESEARCH APPLICABLE CODES. THE DESIGNER OF   RECORD LIST THE APPLICABLE CODES 2017 FBC-EB CHAPTER 4   PRESCRIPTIVE COMPLIANCE METHOD AND CHAPTER 12 HISTORIC   BUILDINGS. ON THE LEFT SIDE OF THE SAME PAGE THE WORK   AREA METHOD, LEVEL 2, LEVEL 3 CHANGE OF OCCUPANCY 10   WHICH IS UNDER THE WORK AREA METHOD OF COMPLIANCE,   PLEASE CLARIFY TO WHAT DESIGN METHOD (EXISTING BUILDING   CODE) THIS PROJECT IS TO BE DESIGNED AND COMPLY?   107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. THIS   REVIEW WILL BE ACCOMPLISHED UNDER THE 2017 FBC-EB   CHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD AND CHAPTER 12   HISTORIC BUILDINGS AND THE 2017 FBC-BUILDING WHERE   DIRECTED BY CHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD.       7C) PLEASE NOTE SHEET 005-A0.03 CODE ANALYSIS UNDER THE   HEADING OCCUPANCY DATA ROOMS 201 BALLROOM, & ROOM 202   UNDER STAGE ARE TO IN THE SAME ROOM. BALLROOM LENDS ONE   TO BELIEVE THERE WILL BE DANCING IN THIS ROOM. IN THE   OCCUPANCY TABLE CHART LIST TABLE 1004.1.2 WITH ASSEMBLY   UNCONCENTRATED 1/15 NET.   PLEASE REVIEW TABLE 1004.1.2 OF THE 2017 FBC-B 15 SQ.   FT. WOULD BE USED FOR TABLES AND CHAIRS, 7 SQ. FT.   WOULD BE USED FOR CHAIRS ONLY, & 5 SQ. FT. WOULD BE   USED FOR STANDING. IT WOULD APPEAR THAT DANCING WOULD   BE THE CLOSEST FIT TO THE USAGE AND 5 SQ. FT. SHOULD BE   USED FOR THE CODE ANALYSIS FOR THE 2ND FLOOR.       7D) THIS WILL TRIPLE THE OCCUPANT LOAD PLEASE PROVIDE A   NEW ANALYSIS FOR THIS FLOOR FOR EXITING. PLEASE SHOW   HOW THE OCCUPANTS WILL EXIT SHOW THE EXITING FOR THIS   FLOOR AND THE ADDITIONAL LOAD FROM THE MEZZANINE. THE   MEZZANINE OCCUPANT LOAD IS FIGURED IN WITH THE 2ND   FLOOR OCCUPANT LOAD FOR EXITING. PLEASE PROVIDE THE   TOTAL OCCUPANT LOAD FOR THE 2ND FLOOR WITH MEZZANINE   OCCUPANT LOAD. FBC-B 1019.1. 2017 FBC-B 505.2.2 MEANS   OF EGRESS. THE MEANS OF EGRESS FOR MEZZANINES SHALL   COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 10.       7E) SINCE THE 2017 FBC-B SECTION 1019.3 (MEZZANINE   LEVEL & 2ND FLOOR) DOES ALLOW FOR OPEN STAIRS (EXIT   ACCESS STAIRWAYS) FOR 2 STORIES:   1019.3. (1). EXIT ACCESS STAIRWAYS AND RAMPS THAT SERVE   OR ATMOSPHERICALLY COMMUNICATE BETWEEN ONLY TWO   STORIES. SUCH INTERCONNECTED STORIES SHALL NOT BE OPEN   TO OTHER STORIES. PLEASE SHOW HOW EXITING IS TO OCCUR   WITH NOT GOING THROUGH THE NEW 3 STORY ADDITION.       7F) MEANS OF EGRESS HEADING. FOR THE MEZZANINE LEVEL   AND 2ND FLOOR, PLEASE SHOW THE TRAVEL DISTANCE FROM THE   MOST REMOTE POINT ON THE MEZZANINE LEVEL TO AN EXIT,   SHOW COMPLIANCE WITH EXIT ACCESS TRAVEL DISTANCE IN   ACCORDANCE WITH   2017 FBC-B TABLE 1017.2 ASSEMBLY OCCUPANCY, 250 FEET/   FIRE SPRINKLERED BUILDING.       7G) THE CODE ANALYSIS SHEET A0.03 UNDER THE HEADING   MEANS OF EGRESS HAS TAKEN A FACTOR OF 0.2? PER OCCUPANT   FOR STAIRS AND A FACTOR OF 0.15? FOR OTHER MEANS OF   EGRESS OTHER COMPONENT WIDTHS. THIS EXCEPTION IS FROM   THE 2017 FBC-B SECTION 1005.3.1 EXCEPTION 1. THE   EXCEPTION STATES: IN BUILDINGS EQUIPPED THROUGHOUT WITH   AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE   WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY   VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH   SECTION 907.5.2.2. IN THIS SET OF DOCUMENTS SUBMITTED   YOU ARE TAKING THE EXCEPTION BUT NO PLANS WERE   SUBMITTED FOR THE EMERGENCY VOICE/ALARM COMMUNICATION   SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2.       7H) THE CODE ANALYSIS SHEET A0.03 UNDER THE HEADING   MEANS OF EGRESS LIST UNDER THE STAIR REQUIREMENT A   SINGLE STAIR AND THE SAME FOR DOORWAYS/ EXITS A SINGLE   DOOR WAY AS MEETING THE WIDTH REQUIREMENTS. WHEN AN   OCCUPANT LOAD IS MORE THAN 49 THERE IS REQUIRED 2 MEANS   OF EGRESS SEE TABLE 1006.1.2 OF THE 2017 FBC-B.       7I) (1) THE CODE ANALYSIS SHEET A0.03 UNDER THE HEADING   MEANS OF EGRESS LIST UNDER THE STAIR REQUIREMENT   MINIMUM WIDTH LIST THE FBC 1009.4. PLEASE NOTE THIS IS   AN OLD CODE SECTION. UNDER THE 2017 FBC-B SECTION   1011.2 IS WIDTH AND CAPACITY.       7I) (2) THE CODE ANALYSIS SHEET A0.03 UNDER THE HEADING   MEANS OF EGRESS LIST UNDER THE STAIR REQUIREMENT   MINIMUM STAIR WIDTH LIST < 50 OCCUPANTS = 36 INCH   STAIRS (AT MEZZANINE STAIRS). PLEASE BE AWARE IN THE   2015 IBC COMMENTARY SECTION 1011.2 EXCEPTION 1 STATES:   THE USE OF THIS EXCEPTION IS LIMITED TO BUILDINGS WHERE   THE ENTIRE OCCUPANT LOAD OF EACH UPPER STORY AND / OR   BASEMENT IS LESS THAN 50.       7J) THE CODE ANALYSIS LIST THE EXISTING 3RD FLOOR A R2   RESIDENTIAL MEZZANINE. SHEET 053-A1.01 LIST THE   BUILDING AREAS. THE 2ND FLOOR OF THE EXISTING BUILDING   IS GIVEN AS 4,670 SQ. FT. AND THE EXISTING MEZZANINE   STAGE AS 2,530 SQ. FT. EQUALS 0.54 PERCENT OF THE 2ND   FLOOR. MY CALCULATIONS FOR THE 2ND FLOOR ARE 41X89=   3,649 SQ. FT. AND FOR THE MEZZANINE WITHOUT STAIRS   BEING DEDUCTED ARE 2,284 SQ. FT. OR 0.62 % OF THE 2ND   FLOOR, THIS MAKES THE 3RD LEVEL A 3RD FLOOR NOT A   MEZZANINE WITH A 2 STORY ATRIUM BETWEEN THE 2ND FLOOR   AND 3RD FLOOR. PLEASE NOTE IF THERE ARE OPEN STAIRS   THAT COMMUNICATE WITH THE 1ST FLOOR THEN THERE IS A 3   STORY ATRIUM THAT WOULD COMMUNICATE.       7K) PLEASE NOTE IN THE 2017 FBC DECLARING A BUILDING   TYPE III-B IS THE EQUIVALENT TO A BUILDING TYPE V IN   THE 1935 WEST PALM BEACH BUILDING CODE. SECTION 2202.   TYPE V BUILDINGS SHALL NOT EXCEED A HEIGHT OF 35 FEET   IN HEIGHT IN WHICH THERE MAY BE NO MORE THAN 2 I/2   STORIES.   1935 DEFINITION FOR: HEIGHT OF BUILDING. IS THE   VERTICAL DISTANCE FROM THE GRADE TO THE HIGHEST POINT   OF THE COPING OF A FLAT ROOFED BUILDING TO THE DECK   LINE OF A MANSARD ROOF OR TO THE AVERAGE HEIGHT OF THE   HIGHEST GABLE OF A PITCH OR HIP ROOF.       7L) PLEASE ALSO NOTE IN THE 1035 WEST PALM BEACH   BUILDING CODE, THE CODE ONLY MAKES MENTION OF   MEZZANINES IN BUILDING TYPES I AND II BUILDINGS. WHICH   IN THE 2017 FBC-B WOULD BE TYPE I-A AND I-B TYPE   BUILDINGS.   PLEASE ALSO NOTE THAT UNDER THE 1935 CODE TYPE II   CONSTRUCTION WAS HEAVY TIMBER BUILDINGS COULD BE UP TO   65 FEET IN HEIGHT, 5 STORIES, (HEAVY TIMBER BUILDINGS   CANNOT EXCEED ONE STORY) ROOF CONSTRUCTION HEAVY   TIMBER, FLOORS AND NON-BEARING PARTITIONS MAYBE OF   WOOD.       8) STAIR SHAFTS & ELEVATOR SHAFTS:   8A) STAIR 126 ON THE 2ND FLOOR AND 3RD FLOOR THERE ARE   DUCTS PENETRATING THE STAIRWELL SHAFT WITH A A/C VENT.   SEE SHEETS 096-M-102 AND 097-M-103. PLEASE REVIEW:       2017 FBC-B 1023.5 PENETRATIONS. PENETRATIONS INTO OR   THROUGH INTERIOR EXIT STAIRWAYS AND RAMPS ARE   PROHIBITED EXCEPT FOR EQUIPMENT AND DUCTWORK NECESSARY   FOR INDEPENDENT VENTILATION OR PRESSURIZATION,   SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR   FIRE DEPARTMENT COMMUNICATION SYSTEMS AND ELECTRICAL   RACE-WAY SERVING THE INTERIOR EXIT STAIRWAY AND RAMP   AND TERMINATING AT A STEEL BOX NOT EXCEEDING 16 SQUARE   INCHES (0.010 M2). SUCH PENETRATIONS SHALL BE PROTECTED   IN ACCORDANCE WITH SECTION 714. THERE SHALL NOT BE   PENETRATIONS OR COMMUNICATION OPENINGS, WHETHER   PROTECTED OR NOT, BETWEEN ADJACENT INTERIOR EXIT   STAIRWAYS.       8B) SHEET 097-M-103 IN THE ELEV. F1 THERE APPEARS TO BE   A 4 INCH DIAMETER SUPPLY THAT DUMPS INTO THE ELECTRIC   ROOM 315. PLEASE REVIEW THE 2017 FBC-B SECTIONS:   FBC-B 3002.1 HOISTWAY ENCLOSURE PROTECTION. ELEVATOR   ENCLOSURES SHALL BE SHAFT ENCLOSURES COMPLYING WITH   SECTION 713.       FBC-B 713.8.1 PROHIBITED PENETRATIONS. PENETRATIONS   OTHER THAN THOSE NECESSARY FOR THE PURPOSE OF THE SHAFT   SHALL NOT BE PERMITTED IN SHAFT ENCLOSURES.       8C)(1) SHEET 056-A1.04 STAIR 126 NOTE # 3 INDICATES THE   USE OF A ROOF HATCH, SHEET 081-A4.10 STAIR 126 DETAIL   NO. 7 ALSO SHOWS THE ROOF HATCH. 2017 FBC-B 1023.5   PENETRATIONS. PENETRATIONS INTO OR THROUGH INTERIOR   EXIT STAIRWAYS AND RAMPS ARE PROHIBITED EXCEPT FOR   EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT   VENTILATION OR PRESSURIZATION, SPRINKLER PIPING,   STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT   COMMUNICATION SYSTEMS AND ELECTRICAL RACE-WAY SERVING   THE INTERIOR EXIT STAIRWAY AND RAMP AND TERMINATING AT   A STEEL BOX NOT EXCEEDING 16 SQUARE INCHES (0.010 M2).   SUCH PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH   SECTION 714. THERE SHALL NOT BE PENETRATIONS OR   COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT,   BETWEEN ADJACENT INTERIOR EXIT STAIRWAYS.       8C)(2) SHEET 056-A1.04 STAIR 126 NOTE # 3 INDICATES THE   USE OF A ROOF HATCH, SHEET 081-A4.10 STAIR 126 DETAIL   NO. 7 ALSO SHOWS THE ROOF HATCH. PLEASE NOTE DOOR   SCHEDULE FOUND ON SHEET 090-A6.02 INDICATES A DOOR #   401 A BILCO (NOA 14-0708.07) TYPE S ROOF HATCH. PLEASE   REVIEW 3 OF 10 OF THIS PRODUCT APPROVAL FOR CLEAR   OPENING SIZE AND COMPLIANCE WITH FBC-B 1011.12.2 ROOF   ACCESS EXCEPTION. IN BUILDINGS WITHOUT OCCUPIED ROOFS,   ACCESS TO THE ROOF SHALL BE PERMITTED TO BE A ROOF   HATCH OR TRAPDOOR NOT LESS THAN 16 SQUARE FEET IN AREA   AND HAVING A MINIMUM DIMENSION OF 2 FEET.       9) SHEET 056-A1.04 DETAIL # 2 INDICATES THE USE OF A   CONCRETE PAVER PEDESTAL SYSTEM.       9A) PLEASE INDICATE WHERE THE APPROVED ROOF COVERING IS   IN THIS DETAIL. THE DETAIL SHOWS CONCRETE PLANK   STRUCTURAL ROOF DECK SYSTEM, 2 INCH RIGID BOARD   INSULATION, LIGHTWEIGHT CONCRETE TOPPING, SLOPED TO   ROOF DRAINS, AND PEDESTAL CONCRETE PAVER SYSTEM?       2017 FBC-B 1503.1. ROOF DECKS SHALL BE COVERED WITH   APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR   STRUCTURE IN ACCORDANCE WITH THE PROVISIONS OF THIS   CHAPTER. ROOF COVERINGS SHALL BE DESIGNED AND INSTALLED   IN ACCORDANCE WITH THIS CODE AND THE APPROVED   MANUFACTURER?S INSTRUCTIONS SUCH THAT THE ROOF COVERING   SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE.       9B) PLEASE SUBMIT THE PRODUCT APPROVAL FOR THE CONCRETE   PAVER PEDESTAL SYSTEM AND THAT WAS TESTED FOR THIS TYPE   OF INSTALLATION ONTO LIGHTWEIGHT CONCRETE. 107.2.1.2   ADDITIONAL INFORMATION REQUIRED.   2017 FBC-B 1609.5.2 ROOF COVERINGS. ROOF COVERINGS   SHALL COMPLY WITH SECTION 1609.5.1.       1609.5.1 ROOF DECK. THE ROOF DECK SHALL BE DESIGNED TO   WITHSTAND THE WIND PRESSURES DETERMINED IN ACCORDANCE   WITH ASCE 7.       10) A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN   SINCE THERE WAS A GREAT DEFICIENCY IN PLANS AND   REQUIRED DOCUMENTATION. A COMPLETE REVIEW DID NOT OCCUR   IN THE 1ST REVIEW CYCLE, WITH THE NEXT PLAN REVIEW   CYCLE THERE MAYBE ADDITIONAL NEW REVIEW COMMENTS   BECAUSE OF, PORTIONS OF PLANS NOT REVIEWED, NEW PLANS   AND INFORMATION LACKING UNDER THE PRIOR REVIEW.       11) - 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://DISCOVE   R.PBCGOV.ORG/PZB/ADMINISTRATION/PDF/IMPACTFEES/FORMS/QU   ESTIONNAIRE.PDF UPON APPROVAL AND FEE PAYMENT, PLEASE   UPLOAD THE RECEIPT TO YOUR PROJECT OR EMAIL IT TO   [email protected] .   PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300   N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.       12) 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.       JAMES A. WITMER BN, PX, SFP, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL 33402   TEL: 561-805-6717   FAX: 561-805-6676   E-MAIL: [email protected]                 Review Stop E ELECTRICAL Rev No 2 Status P Date 2019-04-23 Cont ID   Sent By jpearson Date 2019-04-23 Time 15:00 Rev Time 0.00 Received By jpearson Date 2019-04-23 Time 14:29 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 1 Status F Date 2019-01-08 Cont ID   Sent By jpearson Date 2019-01-08 Time 09:27 Rev Time 0.00 Received By jpearson Date 2019-01-07 Time 17:21 Sent To   Notes 2019-01-08 09:27:08 CODES IN EFFECT:   FBC = FLORIDA BUILDING CODE 2017 6TH EDITION   WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017   6TH ED, CHAPTER 1.   FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017   6TH EDITION   FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017   6TH EDITION   FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION   NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE   FS = FLORIDA STATUTES       ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.       1. SPECIFY GROUNDING ELECTRODE CONDUCTOR SIZE AND   CONNECTIONS. STATING TO "GROUND PER NEC 250" IS NOT   SUFFICIENT. WPB FBC 107.2.1   2. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH   PANEL INCLUDING INFORMATION FROM THE POWER COMPANY   STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR   THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE   SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.   NEC 110.9, 110.10   3. PROVIDE LOAD INFORMATION FOR PANEL KP-1 AND KP-2. IT   APPEARS THE KITCHEN EQUIPMENT IS MISSING. WPB FBC   107.2.1   4. PROVIDE COMPLIANCE WITH NEC 240.87.       END OF COMMENTS.       PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN   RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES   INTO THE ORIGINAL SUBMITTAL AND REMOVE THE PREVIOUSLY   REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED   SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD   SHEETS.       SINCERELY,       JOHN PEARSON   ELECTRICAL PLANS EXAMINER   561-805-6746   [email protected]     Review Stop ENG ENGINEERING CSD Rev No 4 Status N Date 2019-08-07 Cont ID   Sent By rrossano Date 2019-08-07 Time   Rev Time 0.00 Received By rrossano Date 2019-08-07 Time   Sent To   Notes 2019-08-07 13:00:08 PROJECT HAS BEEN SUBMITTED FOR A FORMAL ENGINEERING   REVIEW DIRECTLY TO THE ENGINEERING DEPARTMENT.       FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR   CONCERNS, THANKS.       RICK ROSSANO   PROJECT COORDINATOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1098   FAX: (561) 494-1116   MOBILE: (561) 246-9525   EMAIL: [email protected]   WWW.WPB.ORG/ENGINEERING       MANNY GONZALEZ   SENIOR ENGINEERING PROJECT COORDINATOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1085   FAX: (561) 494-1116   MOBILE: (561) 644-7301   EMAIL: [email protected]   WWW.WPB.ORG/ENGINEERING       CENTRAL OPERATIONS CENTER (DISPATCH):   24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC   UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210     Review Stop ENG ENGINEERING CSD Rev No 3 Status F Date 2019-06-06 Cont ID   Sent By shill Date 2019-06-06 Time 15:28 Rev Time 0.00 Received By shill Date 2019-06-06 Time 15:28 Sent To   Notes 2019-06-06 15:29:06 CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT   APPLICATION IF REQUIRED   HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS   /FORMS,-PERMITS-APPLICATIONS       ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE       MAIN PHONE: (561) 822-1200     Review Stop ENG ENGINEERING CSD Rev No 2 Status F Date 2019-04-30 Cont ID   Sent By shill Date 2019-04-30 Time 08:53 Rev Time 0.00 Received By shill Date 2019-04-30 Time 08:53 Sent To   Notes 2019-04-30 08:53:19 CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT   APPLICATION IF REQUIRED   HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS   /FORMS,-PERMITS-APPLICATIONS       ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE       MAIN PHONE: (561) 822-1200     Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2019-01-22 Cont ID   Sent By shill Date 2019-01-22 Time 08:53 Rev Time 0.00 Received By shill Date 2019-01-22 Time 08:53 Sent To   Notes 2019-01-22 08:53:25 CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT   APPLICATION IF REQUIRED   HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS   /FORMS,-PERMITS-APPLICATIONS       ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE       MAIN PHONE: (561) 822-1200     Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status P Date 2019-05-17 Cont ID   Sent By pleduc Date 2019-05-17 Time   Rev Time 0.00 Received By pleduc Date 2019-05-17 Time 16:18 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status P Date 2019-03-28 Cont ID   Sent By scaldero Date 2019-03-28 Time 14:47 Rev Time 0.00 Received By scaldero Date 2019-03-28 Time 14:47 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status P Date 2019-01-07 Cont ID   Sent By scaldero Date 2019-01-07 Time 10:53 Rev Time 0.00 Received By scaldero Date 2019-01-02 Time 09:39 Sent To   Notes 2019-01-07 10:53:29 PERMIT #   REVIEW COMMENTS - FIRE DEPARTMENT       APPROVED PROVISO:       1) SHEET A0.03: UPDATE THE CODE LIST TO REFERENCE THE   6TH EDITION OF THE FLORIDA FIRE PREVENTION CODE WHICH   CONTAINS THE 2015 EDITION OF BOTH NFPA 1 AND NFPA 101   WITH FLORIDA AMENDMENTS.       2) PER NFPA 101: CHAPTERS 12 & 13 (NEW AND EXISTING   ASSEMBLY OCCUPANCIES) - ASSEMBLY OCCUPANCIES WITH   OCCUPANT LOADS OF MORE THAN 300...SHALL BE PROVIDED   WITH AN APPROVED FIRE ALARM SYSTEM.       3) NO ENGINEERED FIRE ALARM DRAWINGS SUBMITTED. PER FBC   SECTION 907.1.1 CONSTRUCTION DOCUMENTS - "CONSTRUCTION   DOCUMENTS FOR FIRE ALARM SYSTEMS SHALL BE OF 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, THE FLORIDA   FIRE PREVENTION CODE, AND RELEVANT LAWS, ORDINANCES,   RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING   OFFICIAL."       4) SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE   INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER   SYSTEM AND/OR FIRE ALARM SYSTEM.           SUE ELLEN CALDERON   ASSISTANT FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected]     Review Stop G GAS REVIEW Rev No 5 Status P Date 2019-08-28 Cont ID   Sent By gjohnson Date 2019-08-28 Time 17:03 Rev Time 0.00 Received By gjohnson Date 2019-08-28 Time 17:03 Sent To   Notes 2019-08-28 17:08:37 PROVISO COMPLY BEFORE FIRST INSPECTION           1. ON THE GAS INFORMATION BOX IT LIST INLET PRESSURE AT   2"PSI THE SIZING TABLE SHOWN FBCFG TABLE 402.4(3) IS   LESS THAN 2PSI PLEASE CLARIFY IF THE SYSTEM IS A 2PSI   IT WILL REQUIRE PRESSER REGULATORS AT EACH GAS   APPLIANCES. PER FBC FG 410.2       2. INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM   ON THE RISER PER 2017 FBC-FUEL GAS SEC.402.1, 402.4.3   THRU 402.6 OR 2017 FBC RES. SEC. G2413.2, G2413.4.3.   SYSTEM PRESSURE SHALL BE SHOWN ON RISER THE PRESSURE ON   THE GAS UTILITIES SIDE OF THE METER IS NOT REQUIRED   ONLY THE BUILDING SIDE OF THE METER IS REQUIRED       DUE TO THE LACK OF INFORMATION ON WATER HEATER THE   FOLLOWING COMMENTS SHALL BE ADDRESSED       3. SUBMIT TWO COPIES OF THE MANUFACTURER?S   SPECIFICATION SHEETS / INSTALLATION MANUAL FOR WATER   HEATER TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54,   NFPA 58, AND FBC-2017 FUEL GAS CODE SEC. 402.2, AND   301.3 OR 2017 FBC-RES. SEC. G2404.3. GAS APPLIANCES   SHALL BE LISTED AND LABELED. THE INSTALLATION MANUALS   FOR ALL GAS APPLIANCES / EQUIPMENT SHALL BE ONSITE AT   THE TIME OF INSPECTION. FGC SEC.305.1, FBC-RES.   SEC.G2408.1. WE WILL NEED THESE BEFORE GAS PERMIT IS   ISSUED. CAN NOT BE DIFFERED SUBMITTAL       4. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE 2017   FBC-FUEL GAS CODE SEC.304.1, 614.6 OR 2017 FBC-RES.   SEC.G 2407.1 AND G2439.4 IF THE WATER HEATER IS DIRECT   VENT PROVIDE MANUFACTURE SPECIFICATIONS TO VERIFY.       5. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, LENGTH,   SIZE AND TERMINATION OF THE GAS VENTS PER FBC-2017 FUEL   GAS CODE SEC. 502 THRU 505.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop G GAS REVIEW Rev No 4 Status F Date 2019-08-14 Cont ID   Sent By gjohnson Date 2019-08-14 Time 10:28 Rev Time 0.00 Received By gjohnson Date 2019-08-14 Time 10:28 Sent To   Notes 2019-08-14 10:29:44 4TH REVIEW: 18110093   2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION       GAS COMMENTS: 8/14/19 PLEASE CONTACT ME WITH ANY   QUESTIONS       THE RESPONSE LETTER DATED 7/18 DOES NOT MATCH MY   COMMENTS FROM 6/04 PLEASE ADDRESS THE FOLLOWING   COMMENTS.           1. ON THE GAS INFORMATION BOX IT LIST INLET PRESSURE AT   2"PSI THE SIZING TABLE SHOWN FBCFG TABLE 402.4(3) IS   LESS THAN 2PSI PLEASE CLARIFY IF THE SYSTEM IS A 2PSI   IT WILL REQUIRE PRESSER REGULATORS AT EACH GAS   APPLIANCES. PER FBC FG 410.2       2. INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM   ON THE RISER PER 2017 FBC-FUEL GAS SEC.402.1, 402.4.3   THRU 402.6 OR 2017 FBC RES. SEC. G2413.2, G2413.4.3.   SYSTEM PRESSURE SHALL BE SHOWN ON RISER THE PRESSURE ON   THE GAS UTILITIES SIDE OF THE METER IS NOT REQUIRED   ONLY THE BUILDING SIDE OF THE METER IS REQUIRED       DUE TO THE LACK OF INFORMATION ON WATER HEATER THE   FOLLOWING COMMENTS SHALL BE ADDRESSED       3. SUBMIT TWO COPIES OF THE MANUFACTURER?S   SPECIFICATION SHEETS / INSTALLATION MANUAL FOR WATER   HEATER TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54,   NFPA 58, AND FBC-2017 FUEL GAS CODE SEC. 402.2, AND   301.3 OR 2017 FBC-RES. SEC. G2404.3. GAS APPLIANCES   SHALL BE LISTED AND LABELED. THE INSTALLATION MANUALS   FOR ALL GAS APPLIANCES / EQUIPMENT SHALL BE ONSITE AT   THE TIME OF INSPECTION. FGC SEC.305.1, FBC-RES.   SEC.G2408.1. WE WILL NEED THESE BEFORE GAS PERMIT IS   ISSUED. CAN NOT BE DIFFERED SUBMITTAL       4. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE 2017   FBC-FUEL GAS CODE SEC.304.1, 614.6 OR 2017 FBC-RES.   SEC.G 2407.1 AND G2439.4 IF THE WATER HEATER IS DIRECT   VENT PROVIDE MANUFACTURE SPECIFICATIONS TO VERIFY.       5. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, LENGTH,   SIZE AND TERMINATION OF THE GAS VENTS PER FBC-2017 FUEL   GAS CODE SEC. 502 THRU 505.                       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop G GAS REVIEW Rev No 3 Status F Date 2019-06-04 Cont ID   Sent By gjohnson Date 2019-06-04 Time 09:01 Rev Time 0.00 Received By gjohnson Date 2019-05-22 Time 16:42 Sent To   Notes 2019-06-04 09:47:53 3RD REVIEW: 18110093   2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION               GAS COMMENTS:3RD REQUEST       2. SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, FOR   EACH PIPE SIZE. WPB AMENDMENTS TO FBC SEC.107.2.1.   INDICATE TYPE OF PIPE ON THE RISER DIAGRAM. THE BRANCH   TO THE GENERATOR IS BURIED UNDERGROUND STEEL PIPE SHALL   NOT BE DIRECT BURIAL IT WILL NEED TO BE SLEEVED,   PROVIDE A DETAIL SHOWING A SEALED SLEEVE OR RUN PE   PIPE.   TYPE OF MATERIAL SHALL BE SHOWN ON GAS PIPING ISOMETRIC   DRAWING       4. ON THE GAS INFORMATION BOX IT LIST INLET PRESSURE AT   2"PSI THE SIZING TABLE SHOWN FBCFG TABLE 402.4(3) IS   LESS THAN 2PSI PLEASE CLARIFY IF THE SYSTEM IS A 2PSI   IT WILL REQUIRE PRESSER REGULATORS AT EACH GAS   APPLIANCES. PER FBC FG 410.2       7. INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM   ON THE RISER PER 2017 FBC-FUEL GAS SEC.402.1, 402.4.3   THRU 402.6 OR 2017 FBC RES. SEC. G2413.2, G2413.4.3.   SYSTEM PRESSURE SHALL BE SHOWN ON RISER THE PRESSURE ON   THE GAS UTILITIES SIDE OF THE METER IS NOT REQUIRED   ONLY THE BUILDING SIDE OF THE METER IS REQUIRED           9. SUBMIT TWO COPIES OF THE MANUFACTURER?S   SPECIFICATION SHEETS / INSTALLATION MANUAL FOR ALL GAS   EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54,   NFPA 58, AND FBC-2017 FUEL GAS CODE SEC. 402.2, AND   301.3 OR 2017 FBC-RES. SEC. G2404.3. GAS APPLIANCES   SHALL BE LISTED AND LABELED. THE INSTALLATION MANUALS   FOR ALL GAS APPLIANCES / EQUIPMENT SHALL BE ONSITE AT   THE TIME OF INSPECTION. FGC SEC.305.1, FBC-RES.   SEC.G2408.1. WE WILL NEED THESE BEFORE GAS PERMIT IS   ISSUED. CAN NOT BE DIFFERED SUBMITTAL       10. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE 2017   FBC-FUEL GAS CODE SEC.304.1, 614.6 OR 2017 FBC-RES.   SEC.G 2407.1 AND G2439.4 IF THE WATER HEATER IS DIRECT   VENT PROVIDE MANUFACTURE SPECIFICATIONS TO VERIFY.       NEW COMETS:       1. PLEASE SIZE PIPE TO FUTURE KITCHEN. WPB AMENDMENTS   TO FBC SEC.107.2.1       2. PLACE NOTE ON PLAN SEPARATE PERMIT REQUIRED FOR   KITCHEN GAS PIPING. WPB AMENDMENTS TO FBC SEC.107.2.1       3. THE 3/4 LINE TO THE WATER HEATER IS UNDERSIZED PER   TABLE 402.4(3) SHALL BE 1"           PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop G GAS REVIEW Rev No 2 Status F Date 2019-04-19 Cont ID   Sent By gjohnson Date 2019-04-19 Time 08:18 Rev Time 0.00 Received By gjohnson Date 2019-04-19 Time 08:18 Sent To   Notes 2019-04-19 08:19:14 2ND REVIEW: 18110093   2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION               GAS COMMENTS:2ND REQUEST       2. SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, FOR   EACH PIPE SIZE. WPB AMENDMENTS TO FBC SEC.107.2.1.   INDICATE TYPE OF PIPE ON THE RISER DIAGRAM. THE BRANCH   TO THE GENERATOR IS BURIED UNDERGROUND STEEL PIPE SHALL   NOT BE DIRECT BURIAL IT WILL NEED TO BE SLEEVED,   PROVIDE A DETAIL SHOWING A SEALED SLEEVE OR RUN PE   PIPE.       4. ON THE GAS INFORMATION BOX IT LIST INLET PRESSURE AT   2"WG AND PRESSURE DROP OF 3"WG IT GIVES A TABLE WHICH   IS LESS THAN 2 PSI AND PRESSURE DROP OF 6"WC PLEASE   CLARIFY. WPB AMENDMENTS TO FBC SEC.107.2.1. WHAT DOES   WG STAND FOR IS IT WATER COLUMN IF THATS THE CASE 2"WC   IS VERY LOW I'LL NEED TO SEE THE MANUFACTURE SPEC TO   VERIFY THAT IS SUFFICIENT.               7. INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM   ON THE RISER PER 2017 FBC-FUEL GAS SEC.402.1, 402.4.3   THRU 402.6 OR 2017 FBC RES. SEC. G2413.2, G2413.4.3.   SHOW ON RISER           9. SUBMIT TWO COPIES OF THE MANUFACTURER?S   SPECIFICATION SHEETS / INSTALLATION MANUAL FOR ALL GAS   EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54,   NFPA 58, AND FBC-2017 FUEL GAS CODE SEC. 402.2, AND   301.3 OR 2017 FBC-RES. SEC. G2404.3. GAS APPLIANCES   SHALL BE LISTED AND LABELED. THE INSTALLATION MANUALS   FOR ALL GAS APPLIANCES / EQUIPMENT SHALL BE ONSITE AT   THE TIME OF INSPECTION. FGC SEC.305.1, FBC-RES.   SEC.G2408.1. WE WILL NEED THESE BEFORE GAS PERMIT IS   ISSUED.       10.FIRST SECTION OF PIPE AFTER METER IS UNDER SIZED IT   SHOULD BE 11/4" TO MATCH PIPING UPSTREAM. PER FBC FG   TABLE 402.3(3) WPB AMENDMENTS TO FBC SEC.107.2.1.       11. SHT. P-902 KEY NOTE #4 WHAT IS AN ACCEPTANCE TANK   PLEASE CLARIFY. WPB AMENDMENTS TO FBC SEC.107.2.1.   PLEASE CHANGE PLAN TO THERMAL EXPANSION TANK SO THAT   THE FIELD INSPECTOR CAN VERIFY COMPLIANCE.       NEW COMMENT       1. THE VALVE FOR FUTURE PIPING SHALL BE LOCKOUT TYPE   PLEASE PROVIDE A DETAIL OR NOTE THAT THE FUTURE PIPING   SHALL BE CAPPED AND HAVE A LOCK OUT VALVE.PER WPB   AMENDMENTS TO FBC SEC.107.2.1.       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop G GAS REVIEW Rev No 1 Status F Date 2019-01-18 Cont ID   Sent By gjohnson Date 2019-01-18 Time 12:07 Rev Time 0.00 Received By gjohnson Date 2019-01-18 Time 10:39 Sent To   Notes 2019-01-18 12:07:49 1ST REVIEW:   2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION       GAS COMMENTS:       1. LABEL METER ON THE RISER IT LOOKS LIKE A RPZ BACK   FLOW. PER WPB AMEND TO FBC 107.2.1       2. SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, FOR   EACH PIPE SIZE. WPB AMENDMENTS TO FBC SEC.107.2.1.       3. ON THE GAS INFORMATION BOX IT SHOWS NATURAL GAS BUT   GIVES PROPANE TOTAL BTU LOAD. PLEASE CLARIFY. WPB   AMENDMENTS TO FBC SEC.107.2.1.       4. ON THE GAS INFORMATION BOX IT LIST INLET PRESSURE AT   2"WG AND PRESSURE DROP OF 3"WG IT GIVES A TABLE WHICH   IS LESS THAN 2 PSI AND PRESSURE DROP OF 6"WC PLEASE   CLARIFY. WPB AMENDMENTS TO FBC SEC.107.2.1.       5. THE BRANCH WITH 1020 BTU IS UNDERSIZED SHOULD BY 1"   PER FBC FG TABLE 402.4(4)       6. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE 2017   FBC-FUEL GAS CODE SEC.304.1, 614.6 (CLOTHES DRYERS) OR   2017 FBC-RES. SEC.G 2407.1 AND G2439.4 (CLOTHES   DRYERS).       7. INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM   ON THE RISER PER 2017 FBC-FUEL GAS SEC.402.1, 402.4.3   THRU 402.6 OR 2017 FBC RES. SEC. G2413.2, G2413.4.3.       8. SUBMIT TWO COPIES OF A DETAIL SHOWING THE TYPE OF   VENT, LOCATION, SIZE, TERMINATION POINT, HEIGHT ABOVE   THE ROOF AND ANCHORING DETAILS OF THE GAS VENT(S) PER   2017 FBC-FUEL GAS SECS. 502 THRU 505 OR 2017 FBC-RES.   SEC.G2426 THROUGH G2439.       9. SUBMIT TWO COPIES OF THE MANUFACTURER?S   SPECIFICATION SHEETS / INSTALLATION MANUAL FOR ALL GAS   EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54,   NFPA 58, AND FBC-2017 FUEL GAS CODE SEC. 402.2, AND   301.3 OR 2017 FBC-RES. SEC. G2404.3. GAS APPLIANCES   SHALL BE LISTED AND LABELED. THE INSTALLATION MANUALS   FOR ALL GAS APPLIANCES / EQUIPMENT SHALL BE ONSITE AT   THE TIME OF INSPECTION. FGC SEC.305.1, FBC-RES.   SEC.G2408.1.       10. PLEASE SIZE FIRST SECTION OF PIPE AFTER METER. WPB   AMENDMENTS TO FBC SEC.107.2.1.       11. SHT. P-902 KEY NOTE #4 WHAT IS AN ACCEPTANCE TANK   PLEASE CLARIFY. WPB AMENDMENTS TO FBC SEC.107.2.1.       12. EMERGENCY HOOD SHUT DOWN SHUT OFF VALVE SHALL BE   BELOW THE CEILING. THE MANUAL SHUTOFF VALVE SHALL BE   UPSTREAM. UNION TO BE DOWN STREAM OF MANUAL VALVE.   SECS. 10.4, 10.5 OF NFPA 96-08.       13. SUBMIT MANUFACTURER?S SPECIFICATIONS AND   INSTALLATION INSTRUCTIONS FOR THE PRESSURE REGULATORS.   REGULATORS INSTALLED ON THE EXTERIOR OF THE BUILDING   SHALL BE APPROVED FOR OUTDOOR INSTALLATION. IDENTIFY ON   THE SPECIFICATION SHEETS WHICH MODEL REGULATOR IS BEING   INSTALLED AND THE ORIFICE SIZE TO ENSURE THE REGULATOR   CAN ACCOMMODATE THE BTU LOAD THROUGH THE REGULATOR.2017   FGC SEC.410.1, 2017 FBC-RES. SEC. G2421.1.       14. SHOW PIPING FOR KITCHEN APPLIANCES. WPB AMENDMENTS   TO FBC SEC.107.2.1.       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop HIST HISTORICAL Rev No 3 Status P Date 2019-06-04 Cont ID   Sent By fmittner Date 2019-06-04 Time 11:35 Rev Time 0.00 Received By fmittner Date 2019-06-04 Time 11:35 Sent To   Notes ***NONE*** Review Stop HIST HISTORICAL Rev No 2 Status P Date 2019-04-30 Cont ID   Sent By fmittner Date 2019-04-30 Time 14:56 Rev Time 0.00 Received By fmittner Date 2019-04-30 Time 14:56 Sent To   Notes ***NONE*** Review Stop HIST HISTORICAL Rev No 1 Status P Date 2019-01-04 Cont ID   Sent By fmittner Date 2019-01-04 Time 11:04 Rev Time 0.00 Received By fmittner Date 2019-01-04 Time 11:04 Sent To Z Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2019-08-28 Cont ID   Sent By gjohnson Date 2019-08-28 Time 17:15 Rev Time 0.00 Received By gjohnson Date 2019-08-16 Time 13:15 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2019-08-16 Cont ID   Sent By lmarchan Date 2019-08-16 Time 13:08 Rev Time 0.00 Received By lmarchan Date 2019-07-17 Time 09:57 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2019-06-06 Cont ID   Sent By shill Date 2019-06-06 Time 16:55 Rev Time 0.00 Received By shill Date 2019-05-10 Time 09:38 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2019-05-03 Cont ID   Sent By dbattles Date 2019-05-03 Time 11:20 Rev Time 0.00 Received By dbattles Date 2019-03-27 Time 15:14 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2019-01-22 Cont ID   Sent By shill Date 2019-01-22 Time 08:53 Rev Time 0.00 Received By shill Date 2018-12-05 Time 14:12 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status P Date 2019-09-05 Cont ID   Sent By lmarchan Date 2019-09-05 Time 08:33 Rev Time 0.00 Received By lmarchan Date 2019-05-30 Time 08:10 Sent To   Notes 2019-08-30 11:46:41 RECEIPT - 2019-0904-26 - $63,854.41 - PAID 2019-05-30 08:10:58 5/30/19 SENT TO IMPACT FEE OFFICE FOR REVIEW. LEM Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2019-01-22 Cont ID   Sent By jwitmer Date 2019-01-22 Time 08:47 Rev Time 0.00 Received By jwitmer Date 2019-01-10 Time 11:51 Sent To   Notes 2019-01-22 08:46:56 IMPACT FEES - DIGITAL SUBMITTALS:   PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE   DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS   OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST   FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE   OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL   IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME   THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM   CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS   TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON   APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO   YOUR PROJECT OR EMAIL IT TO [email protected] .   PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300   N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.     Review Stop M MECHANICAL (A/C) Rev No 4 Status P Date 2019-08-14 Cont ID   Sent By shill Date 2019-08-14 Time 13:30 Rev Time 0.00 Received By ccole Date 2019-08-14 Time 13:30 Sent To   Notes 2019-08-14 13:31:17 PASSED BY C.COLE WORKING REMOTELY         Review Stop M MECHANICAL (A/C) Rev No 3 Status F Date 2019-06-04 Cont ID   Sent By ccole Date 2019-06-04 Time 09:40 Rev Time 0.00 Received By ccole Date 2019-06-03 Time 16:22 Sent To   Notes 2019-06-04 10:08:14 2ND REVIEW FBC-2017 MECHANICAL   PERMIT #18110093   6/4/19       CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017   FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017   FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION   2017   FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017   FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION   2017   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH   EDITION 2017       PLAN REVIEW RESULTS: DENIED.       1) SHEETS A0.02, M-101, & M-102: IT APPEARS THAT SMOKE   DAMPERS MAY BE MISSING FOR DUCTS PENETRATING SMOKE   PARTITIONS. PLEASE REVISE THE LIFE SAFETY PLANS TO   CLEARLY SHOW THE LOCATIONS OF ALL SMOKE PARTITIONS, AND   REVISE THE MECHANICAL PLANS TO SHOW THE SMOKE DAMPER   LOCATIONS (IF APPLICABLE)- SEE SECTION 607.5.7 FBC M.       2) M-102: THE PLANS ARE STILL NOT CLEARLY INDICATING   HOW COMBUSTION AIR AND VENTING FOR THE GAS WATER HEATER   WILL BE ACCOMPLISHED. THERE IS ONE NEW EXTERIOR WALL   CAP THAT IS NOTED AS WH EXHAUST AIR AND COMBUSTION   MAKEUP AIR. TYPICALLY DIRECT VENTS TERMINATE AT THE   EXTERIOR OF THE BUILDING AND DO NOT REQUIRE A WALL CAP.   IS THIS A CONCENTRIC VENT THAT WEILL BE BRINGING IN THE   COMBUSTION AIR? IT MAY BE HELPFUL TO PROVIDE A DETAIL   OR ENLARGED DRAWING. PLEASE NOTE THAT IF COMBUSTION IS   TO BE BROUGHT IN THOUGH THE OPENING, IT SHALL BE SIZED   AND LOCATED IN ACCORDANCE WITH SECTION 304.6.2 FBC FG.       3) PLEASE PROVIDE A MASTER LIST ON THE PLAN OF ALL   REQUESTED DEFERRED SUBMITTALS INCLUDING, BUT NOT   LIMITED TO:       A) KITCHEN EQUIPMENT PLANS AND SCHEDULES INCLUDING   PRODUCT DATA SHEETS FOR GAS-FIRED COOKING APPLIANCES.   B) KITCHEN HOOD AND EXHAUST SYSTEM PLANS   C) FIRE SUPPRESSION PLAN.   D) WALK-IN COOLER AND FREEZER PLANS.   E) GENERATOR   G) SITE SPECIFIC WIND LOAD ENGINEERING FOR INSTALLATION   OF THE CHILLER AND ALL OTHER EXTERIOR MECHANICAL   EQUIPMENT AND COMPONENTS.   H) FL. PRODUCT APPROVALS AND/OR MIAMI-DADE NOAS FOR THE   EXHAUST AND O/A LOUVERS       WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT   CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2019-04-24 Cont ID   Sent By ccole Date 2019-04-24 Time 08:58 Rev Time 0.00 Received By ccole Date 2019-04-22 Time 14:05 Sent To   Notes 2019-04-24 09:28:37 2ND REVIEW FBC-2017 MECHANICAL   PERMIT #18110093   4/24/19       CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017   FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017   FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION   2017   FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017   FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION   2017   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH   EDITION 2017       PLAN REVIEW RESULTS: DENIED.       1) IN ACCORDANCE WITH THE ARCHITECT'S NARRATIVE, THE   KITCHEN COOKING APPLIANCES AND EQUIPMENT, THE KITCHEN   HOODS AND FIRE SUPPRESSION SYSTEMS WILL BE DONE UNDER   SEPARATE PERMIT. AS A RESULT, THE NARRATIVE INDICATES   GAS-FIRED COOKING APPLIANCE SUBMOTTALS, COMBUSTION AIR   CALCULATIONS, AIR BALANCE CALCULATIONS, AND MAKE UP AIR   TEMPERATURE COMPLIANCE WILL ALSO BE DEFERRED TO A   FUTURE DATE. PLEASE PLACE LARGE BOLD NOTES ON THE PLAN   TO INDICATE THIS FOR PUBIC RECORD AND FOR THE   CONTRACTORS IN THE FIELD.       2) CLARIFY IF THE GENERATOR IS TO BE UNDER SEPARATE   PERMIT. IF SO, PLEASE ADD IT TO THE LIST OF DEFERRED   SUBMITTALS LISTED IN COMMENT #1. OTHERWISE, COMPLY WITH   ITEMS A-F LISTED BELOW:       A) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE   GENERATOR, FUEL PIPING, ENGINE EXHAUST PIPE, MUFFLER,   AND ALL OTHER ASSOCIATED SYSTEM COMPONENTS- SECTION   304.1 FBC M.       B) SUBMIT THE UL 2200 CERTIFICATE OF COMPLIANCE FOR THE   GENERATOR- SECTION 915.1 FBC M. THE MANUFACTURER'S   SPECIFICATIONS AND/OR UL CERTIFICATE SHALL INDICATE THE   GENERATOR IS IN COMPLIANCE WITH NFPA 37.       C) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE FUEL   TANK THAT INCLUDES THE TANK'S UL LISTING- UL 142 OR UL   2085- SEE SECTION 21.4.2.1.1 NFPA 30.       D) PROVIDE AN EXHAUST PIPE DIAGRAM SHOWING THE TOTAL   SYSTEM RUN AND LENGTH MEASUREMENT, AND TERMINATION   LOCATION, AND CLEARANCE DISTANCES GRAVITY OR MECHANICAL   AIR INTAKES INTO THE BUILDING PLEASE INCLUDE ALL   COMPONENTS OF THE SYSTEM INCLUDING THE SILENCER.- SEE   SECTION 8.1- 8.4 NFPA 37, AND SECTION 501.3.1 FBC M.       E) PROVIDE DETAILS AND SPECIFICATIONS FOR NORMAL AND   EMERGENCY RELIEF VENTING OF THE TANK, INCLUDING VENT   PIPING RUNS AND TERMINATION LOCATIONS- SECTION 24.13   NFPA 30.       F) PROVIDE WIND LOAD ENGINEERING FOR ATTACHMENT OF THE   GENERATOR TO THE STRUCTURAL SLAB- SECTION 301.15 FBC M.       3) SHEET M-102: AS PREVIOUSLY NOTED IN THE 1ST REVIEW,   THE SUPPLY DUCT AND DIFFUSER ARE PROHIBITED FROM   PENETRATING INTO THE INTERIOR EXIT STAIRWAY- SECTIONS   1023.5 & 1023.6 FBC B.       WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT   CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2019-01-09 Cont ID   Sent By ccole Date 2019-01-09 Time 07:48 Rev Time 0.00 Received By ccole Date 2019-01-09 Time 07:25 Sent To   Notes 2019-01-09 08:16:56 1ST REVIEW FBC-2017 MECHANICAL   PERMIT #18110093   1/9/19       CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017   FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017   FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION   2017   FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017   FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION   2017   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH   EDITION 2017       PLAN REVIEW RESULTS: DENIED.       1) SEPARATE PERMITS ARE REQUIRED FOR THE KITCHEN   EXHAUST HOOD AND FIRE SUPRESSION HOWEVER AN AIR BALANCE   CALCULATION MUST BE PROVIDED ON THE MAIN SET OF PLANS-   SECTION 508.1.2 FBC M. PLEASE NOTE THAT THE HOOD PLANS   SHALL ALSO BE IN COMPLIANCE WITH SECTION 508.1.1 MAKEUP   AIR TEMPERATURE.       2) SHEET M-101: SHOW THE LOCATION OF THE KITCHEN   EXHAUST HOOD, EXHAUST DUCT, AND EXHAUST DUCT   TERMINATION LOCATION- SECTION 107.2.1 WPB.       3) SHEET M-101: THE O/A INTAKES FOR FC-1-3 AND THE HOOD   MAKEUP AIR APPEAR TO BE LIOCATED WITHIN 10' OF THE   GENERATOR RADIATOR EXHAUST-. PLEASE SHOW THE REQUIRED   CLEARANCE DISTANCE MEASUREMENTS ON THE PLAN- SECTION   401.4 FBC M.       4) M-101, M-102: VERIFY ALL O/A INTAKES SHOWN ON THE1ST   AND 2ND FLOORS ARE MEETING THE MINIMUM 10' CLEARANCES   TO EXHAUST OUTLETS AND DRIVE AND PARKING LOT AREAS PER   SECTION 401.4 FBC M.       5) M-102: VERIFY THE RA INLET IN MECH RM 222 IS LOCATED   A MINIMUM 10' CLEAR OF ANY DRAFT HOOD APPLIANCES.       6) M-102, A0.02: CLARIFY WHY FIRE DAMPERS ARE SHOWN FOR   DUCTS PENETRATING MECH RM 222 AND THE CORRIDOR WALLS.   THE LIFE SAFETY PLAN DOES NOT SHOW FIRE-RATED WALLS IN   THOSE LOCATIONS.       7) M-102 & M-103: THE SUPPLY DUCTS ARE PROHIBITED FROM   PENETRATING AND SUPPLYING AIR TO THE INTERIOR EXIT   STAIRWAY- SECTIONS 1023.5 & 1023.6 FBC B.       8) PROVIDE AN ENLARGED KITCHEN EQUIPMENT PLAN AND   EQUIPMENT SCHEDULE. A) SUBMIT MANUFACTURER'S   SPECIFICATIONS FOR GAS-FIRED COOKING APPLIANCES-   SECTION 107.2.1 WPB. B) INDICATE HOW COMBUSTION AIR IS   BEING PROVIDED AND PROVIDE A CALCULATION- SECTION 304   FBC FG.       9) PROVIDE A MECHANICAL ROOF PLAN- SECTION 107.2.1 WPB.       10) GAS WATER HEATER: A) PROVIDE AN EQUIPMENT SCHEDULE   AND SUBMIT MANUFACTURER'S SPECIFICATIONS- SECTION 624.1   FBC FG. B) PROVIDE VENTING AND COMBUSTION AIR PLANS-   SECTIONS 304 AND 503 FBC FG.       11) PROVIDE WIND LOAD ENGINEERING FOR INSTALLATION OF   THE CHILLER, GENERATOR, AND ALL OTHER EXTERIOR   MECHANICAL EQUIPMENT- SECTION 301.15 FBC M.       12) PROVIDE A CONDENSATE DISPOSAL PLAN FOR THE CHILLER   AND THE FAN COIL UNITS- SECTION 307.2.1 FBC M.       13) SUBMIT MANUFACTURER'S SPECIFICATIONS AND A FL.   PRODUCT APPROVAL OR MIAMI-DADE NOA FOR THE LOUVERS-   SECTION 401.5 FBC M AND RULE 9N-3 FAC.       14) SHOW THE LOCATION OF THE LEVATOR CONTROL ROOM AND   PROVIDE AN INDEPENDENT VENTILATION OR AIR CONDITIONING   SYSTEM PER SECTION 3005.2 FBC B.           WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT   CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]     Review Stop P PLUMBING Rev No 5 Status P Date 2019-08-28 Cont ID   Sent By gjohnson Date 2019-08-28 Time 17:14 Rev Time 0.00 Received By gjohnson Date 2019-08-28 Time 16:17 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 4 Status P Date 2019-08-14 Cont ID   Sent By gjohnson Date 2019-08-14 Time 10:31 Rev Time 0.00 Received By gjohnson Date 2019-08-14 Time 10:31 Sent To   Notes 2019-08-14 10:35:51 PLUMBING NOTE: PROVISO THESE ITEMS TO BE ADDRESSED   BEFORE FIRST INSPECTION.       THE VENT FOR THE BAR AREA THRU THE SIDE WALL SHALL   COMPLY WITH.   FBC PL 903.6 EXTENSION THROUGH THE WALL.   VENT TERMINALS EXTENDING THROUGH THE WALL SHALL   TERMINATE AT A POINT NOT LESS THAN 10 FEET (3048 MM)   FROM A LOT LINE AND NOT LESS THAN 10 FEET (3048 MM)   ABOVE AVERAGE GROUND LEVEL. VENT TERMINALS SHALL NOT   TERMINATE UNDER THE OVERHANG OF A STRUCTURE WITH SOFFIT   VENTS. SIDE WALL VENT TERMINALS SHALL BE PROTECTED TO   PREVENT BIRDS OR RODENTS FROM ENTERING OR BLOCKING THE   VENT OPENING.           A) SEPARATE PERMIT IS REQUIRED FOR BACKFLOW ASSEMBLIES   PER WPB UTILITIES.   B) SEPARATE PERMIT IS REQUIRED FOR THE GREASE   INTERCEPTOR   C) SEPARATE PERMIT IS REQUIRED FOR GENERATOR AND FUEL   SYSTEM   D) SEPARATE PERMIT IS REQUIRED FOR FUEL GAS   E) KITCHEN IS PERMITTED AS VENILLA SHELL SEPARATE   PERMIT REQUIRED FOR BUILD OUT OF KITCHEN INCLUDING   GREASE INTERCEPTOR CALCULATIONS.       PLUMBING PROVISO   1. ALL WORK PER CITY CODES SUBJECT TO FIELD INSPECTOR?S   APPROVAL.   2. ALL PLUMBING WORK SHALL COMPLY WITH FBC PLUMBING 6TH   EDITION 2017   4. A SEPARATE PERMIT IS REQUIRED FOR GREASE INTERCEPTOR   PER WPB UTILITIES.   5. TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES   AND GROUP WASH FIXTURES LOCATED 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 FBC PL 416.5   6. BACKFLOW DEVICE REQUIRED ON ALL EQUIPMENT CONNECTED   TO THE POTABLE WATER SYSTEM. FBC PL 608.3, 608.16.1,   608.16.10   7. THE ELEVATOR SUMP PUMP SHALL DISCHARGE THROUGH AN   OIL SEPARATOR OR THE PUMP SHALL BE AN OIL MINDER TYPE.   PER FBC PL 1003.4   8. THE GREASE INTERCEPTOR SHALL BE INSTALLED PER   MANUFACTURE INSTALLATION GUIDE AND HAVE 4? CLEAN ON   DISCHARGE FOR A SAMPLING PORT. PER WPB UTILITIES DEPT.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]     Review Stop P PLUMBING Rev No 3 Status P Date 2019-06-04 Cont ID   Sent By gjohnson Date 2019-06-04 Time 08:04 Rev Time 0.00 Received By gjohnson Date 2019-05-22 Time 16:41 Sent To   Notes 2019-06-04 08:56:32 PLUMBING NOTE:       THE VENT FOR THE BAR AREA THRU THE SIDE WALL SHALL   COMPLY WITH.   FBC PL 903.6 EXTENSION THROUGH THE WALL.   VENT TERMINALS EXTENDING THROUGH THE WALL SHALL   TERMINATE AT A POINT NOT LESS THAN 10 FEET (3048 MM)   FROM A LOT LINE AND NOT LESS THAN 10 FEET (3048 MM)   ABOVE AVERAGE GROUND LEVEL. VENT TERMINALS SHALL NOT   TERMINATE UNDER THE OVERHANG OF A STRUCTURE WITH SOFFIT   VENTS. SIDE WALL VENT TERMINALS SHALL BE PROTECTED TO   PREVENT BIRDS OR RODENTS FROM ENTERING OR BLOCKING THE   VENT OPENING.           A) SEPARATE PERMIT IS REQUIRED FOR BACKFLOW ASSEMBLIES   PER WPB UTILITIES.   B) SEPARATE PERMIT IS REQUIRED FOR THE GREASE   INTERCEPTOR   C) SEPARATE PERMIT IS REQUIRED FOR GENERATOR AND FUEL   SYSTEM   D) SEPARATE PERMIT IS REQUIRED FOR FUEL GAS   E) KITCHEN IS PERMITTED AS VENILLA SHELL SEPARATE   PERMIT REQUIRED FOR BUILD OUT OF KITCHEN INCLUDING   GREASE INTERCEPTOR CALCULATIONS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]     Review Stop P PLUMBING Rev No 2 Status F Date 2019-04-19 Cont ID   Sent By gjohnson Date 2019-04-18 Time 15:25 Rev Time 0.00 Received By gjohnson Date 2019-04-17 Time 11:57 Sent To   Notes 2019-04-18 15:26:14 2ND REVIEW: 18110093       2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION       PLUMBING COMMENTS:       1. SHT. A4.05, A4.06, A4.07 SHOW THE DIMENSIONS ON THE   CLEAR FLOOR SPACE 2ND REQUEST SHALL COMPLY WITH FLORIDA   ACCESSIBILITY 604.3.1, 608.2.1 , 606.2 ADDITIONAL   INFORMATION REQUIRED ON PLANS PER WPB AMEND TO FBC   107.2.1       2.SHT A4.07 SHOW HEIGHT OF SHOWER SEAT SHALL COMPLY   WITH FLORIDA ACCESSIBILITY 610.3 ADDITIONAL INFORMATION   REQUIRED ON PLANS PER WPB AMEND TO FBC 107.2.1       3.SHT A4.07 SHOW DIMENSION BETWEEN THE FRONT OF THE   SHOWER AND THE SIDE WALL OF TOILET. PER WPB AMEND TO   FBC 107.2.1 FLORIDA ACCESSIBILITY 604.3.1 ADDITIONAL   INFORMATION REQUIRED ON PLANS PER WPB AMEND TO FBC   107.2.1       4. PLACE NOTE ON PLAN ALL VENTS SHALL COMPLY WITH. FBC   PL TABLE 906.1 906.2 ADDITIONAL INFORMATION REQUIRED ON   PLANS PER WPB AMEND TO FBC 107.2.1       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop P PLUMBING Rev No 1 Status F Date 2019-01-18 Cont ID   Sent By gjohnson Date 2019-01-18 Time 10:29 Rev Time 0.00 Received By gjohnson Date 2019-01-17 Time 11:04 Sent To   Notes 2019-01-18 10:30:10     1ST REVIEW: 18110093   2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION       PLUMBING COMMENTS:       1. THE BATHROOM OPENING INTO THE KITCHEN PREP AREA IS A   CODE VIOLATION. TOILET ROOMS SHALL NOT OPEN DIRECTLY   INTO A ROOM USED FOR THE PREPARATION OF FOOD FOR   SERVICE TO THE PUBLIC. PER FBC PL 403.3.2       2. IN THE MULTI USER BATHROOMS AT LEAST ONE LAVATORY   SHALL COMPLY WITH 606 AND SHALL NOT BE LOCATED IN A   TOILET COMPARTMENT. PER FBC ACC 213.3.4       3. SHT A4.07 DETAIL 1 THE 36" INSIDE DIMENSION FOR THE   TRANSFER SHOWER IS NOT A MINIMUM IT SHALL BE AN EXACT   36" CLEAR INSIDE DIMENSION. PER FBC ACC 608.2.1       4. PROVIDE A LEGEND FOR THE CLEAR FLOOR SPACE AROUND   THE ACCESSIBLE FIXTURES OR SHOW DIMENSIONS ON EACH   SPACE. PER WPB AMEND TO FBC 107.2.1       5. SHT. A4.07 DETAIL ONE SHOW A 60X56" CLEAR FLOOR   SPACE FOR THE TOILET AND A 36"X48" IN FRONT OF THE   SHOWER WITH 1 END LINED UP WITH CONTROL WALL. PER FBC   ACC 604.3.1, 608.2.1       6. SHT. A4.07 DETAIL B IS SHOWING A 2'-6" MIN DIMENSION   FOR THE SHOWER IT SHALL BE 36". PER FBC ACC 608.2.1       7. SHOW COMPLIANCE WITH FBC ACC 610.3 IN TRANSFER-TYPE   SHOWERS, THE SEAT SHALL EXTEND FROM THE BACK WALL TO A   POINT WITHIN 3 INCHES OF THE COMPARTMENT ENTRY. THE TOP   OF THE SEAT SHALL BE 17 INCHES MINIMUM AND 19 INCHES   MAXIMUM ABOVE THE BATHROOM FINISH FLOOR. SEATS SHALL   COMPLY WITH 610.3.1 OR 610.3.2.       8. SHT. P-105 IT APPEARS THE WATER PIPING RUNNING UNDER   THE SLAB TO THE BAR IS MISSED LABELED THE KEY NOTE   STATES IT AT #4 THE PIPING SHOWS #3 PLEASE CLARIFY. PER   WPB AMEND TO FBC 107.2.1       9. PROVIDE FIRE STOPPING DETAILS FOR PLASTIC PIPING.   PER WPB AMEND TO FBC 107.2.1       10. SHT.P-901 PLEASE REMOVE GAS PING FROM WATER   ISOMETRIC IT IS TO CONGESTED. PER WPB AMEND TO FBC   107.2.1       11. SHT P-901 PLEASE SHOW THE FOLLOWING ON THE   ISOMETRIC THE FLOOR LEVELS, VALVES ON THE DROPS AND   BRANCHES AND LABEL THE FIXTURES. PER WPB AMEND TO FBC   107.3.5.1.3(13)       12. SHT P-906 IN ADDING UP ALL THE SQFT I CAME OUT WITH   2554 WHICH MAKES THE HORIZONTAL PIPING UNDER SIZED 6"   SHOULD RUN TO THE 4TH BRANCH FROM THE END PLEASE SHOE   SQFT TABLES ON THE PIPING AND INDICATE WHAT SLOPE THE   PIPING WILL BE INSTALLED. PER WPB AMEND TO FBC   107.3.5.1.3(13)       13. THE SANITARY SYSTEM SERVING THE BAR SHALL HAVE A   MINIMUM OF 1 VENT EXTENDING TO THE OUTDOORS. PER FBC PL   904.1, 904.1.1       14. SHT. P-904 KEY NOTE #4 LIST A 3" VENT THE VENT FOR   THE GREASE SYSTEM IS TAGGED #4 BUT IS SIZED AS 2"   PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1       15. SHT. P-904 THE VENT SHOWN BY ITSELF NEXT TO THE 2ND   + 3RD FLOOR BATHROOM ISOMETRIC IS TAGGED AS #6 IT IS   SIZED AT 2" THE KEY NOTE #6 LIST IT AT 3" PLEASE   CLARIFY. PER WPB AMEND TO FBC 107.2.1       16. ALL VENTS SHALL COMPLY WITH FBC PL TABLE 906.1,   906.2       17. SHT. P-904 ON THE ISOMETRIC FOR THE GREASE WASTE   SYSTEM THE FLOOR SINK APPEARS TO BE MISLABELED AS THE   FLOOR DRAIN AND THE FLOOR DRAIN IS NOT LABELED PLEASE   CLARIFY. PER WPB AMEND TO FBC 107.2.1       18. SHT. P-904 PLEASE SHOE P-TRAP ON ALL FLOOR DRAINS   AND INDICATE TRAP PRIMER. PER FBC PL 1002.1, 1002.4.1       19. SHT. P-902 PLEASE SHOW SHUT OFF VALVES ON THE DROPS   AND BRANCHES. PER FBC PL 606.1       20. SHT. P-902 INDICATE ON THE ISOMETRIC A TEMPERATURE   LIMITING DEVISE COMPLYING WITH ASSE 1070 IS REQUIRED ON   THE LAVATORY'S IN THE BATHROOMS. PER FBC PL 416.5       21. SHT. A-4.07 GRAB BARS SHALL BE MEASURED TO THE TOP   OF THE GRIPPING SURFACE FROM FINISHED FLOOR PER FBC ACC   609.4       22. SHT. P-902 LABEL UNDERGROUND PIPING ON WATER AND   GAS. PER WPB AMEND TO FBC 107.2.1       23. PROVIDE GREASE INTERCEPTOR SIZING CALCULATIONS. PER   FBC PL 1003.2       24. THE MOP SINK IN THE KITCHEN AREA SHALL BE INCLUDED   ON THE GREASE PIPING AND SIZING CALCULATIONS. PER FBC   PL 1003.3.1       25. PROVIDE PIPING DETAIL FOR GREASE INTERCEPTOR. PER   WPB AMEND TO FBC 107.2.1       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW Rev No 3 Status P Date 2019-06-04 Cont ID   Sent By gjohnson Date 2019-06-04 Time 08:57 Rev Time 0.00 Received By gjohnson Date 2019-06-04 Time 08:57 Sent To   Notes ***NONE*** Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW Rev No 2 Status F Date 2019-04-18 Cont ID   Sent By gjohnson Date 2019-04-18 Time 15:29 Rev Time 0.00 Received By gjohnson Date 2019-04-18 Time 15:28 Sent To   Notes 2019-04-18 15:55:27 2ND REVIEW:   2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION       PLUMBING COMMENTS FOR GREASE INTERCEPTOR:       2ND REQUEST 1. PROVIDE GREASE INTERCEPTOR SIZING   CALCULATIONS. PER FBC PL 1003.2 INFORMATION REQUIRED IN   ORDER TO APPROVE THE GREASE INTERCEPTOR ON THIS MASTER   SUBMITTAL. YOU CAN CONNTACT LEE SCHNEEWEISS FROM THE   SCHIER FOR SIZING CALCULATIONS HIS NUMBER IS   800-538-4792               PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW Rev No 1 Status F Date 2019-01-18 Cont ID   Sent By gjohnson Date 2019-01-18 Time 10:30 Rev Time 0.00 Received By gjohnson Date 2019-01-18 Time 10:30 Sent To   Notes 2019-01-18 10:37:36 1ST REVIEW:   2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION       PLUMBING COMMENTS FOR GREASE INTERCEPTOR:       1. PROVIDE GREASE INTERCEPTOR SIZING CALCULATIONS. PER   FBC PL 1003.2       2. THE MOP SINK IN THE KITCHEN AREA SHALL BE INCLUDED   ON THE GREASE PIPING AND SIZING CALCULATIONS. PER FBC   PL 1003.3.1       3. PROVIDE PIPING DETAIL FOR GREASE INTERCEPTOR. PER   WPB AMEND TO FBC 107.2.1       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop P-IRRIGATE IRRIGATION REVIEW Rev No 1 Status P Date 2019-01-17 Cont ID   Sent By gjohnson Date 2019-01-17 Time 13:54 Rev Time 0.00 Received By gjohnson Date 2019-01-17 Time 13:54 Sent To   Notes ***NONE*** Review Stop R ROOF PLAN REVIEW Rev No 1 Status N Date 2019-06-06 Cont ID   Sent By shill Date 2019-06-06 Time 15:30 Rev Time 0.00 Received By shill Date 2019-06-06 Time 15:30 Sent To   Notes 2019-06-06 15:31:25 ROOF PERMIT APPLICATION WITH PRODUCT APPROVALS REVIEWED   BY DESIGNER OF RECORD IS REQUIRED PRIOR TO INSTALLATION     Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 4 Status P Date 2019-08-22 Cont ID   Sent By dbattles Date 2019-08-22 Time 09:49 Rev Time 0.00 Received By dbattles Date 2019-08-22 Time 09:49 Sent To   Notes 2019-08-08 16:26:37 OK - ARCHITECTURAL AND STRUCTURAL SHEETS Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 3 Status F Date 2019-06-06 Cont ID   Sent By shill Date 2019-06-06 Time 15:39 Rev Time 0.00 Received By shill Date 2019-06-06 Time 15:36 Sent To   Notes 2019-06-06 15:39:11 SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       NEW PAGES SUBMITTED NEXT REVIEW CYCLE REQUIRE   VERIFICATION.         2019-06-04 10:09:48 MECH PLANS OK Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 2 Status F Date 2019-04-30 Cont ID   Sent By shill Date 2019-04-30 Time 09:26 Rev Time 0.00 Received By shill Date 2019-04-30 Time 09:26 Sent To   Notes 2019-04-30 09:27:07 SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       1. REVISED 5/1: THE CIVIL PAGES ARE SIGNED (TODD   MCLEOD, PE), BUT THE LANGUAGE REQUIRED BY   FAC61G15-23.004 IS NOT INCLUDED ON THE SIGNATURE OR   PLAN. TITLE BLOCK **INCLUDES** CERTIFICATE OF   AUTHORIZATION (30535). PLEASE RESUBMIT ONLY PAGES WHICH   CHANGE DUE TO CODE RELATED COMMENTS, BUT ADDRESS FOR   ANY PLANS SUBMITTED IN THE FUTURE.       2. FMEP ENGINEER COMPANY HAS A CERTIFICATE OF   AUTHORIZATION THAT IS DELINQUENT AS OF 2/28/19. THE   NUMBER IS REQUIRED TO BE INCLUDED IN THE TITLE BLOCK,   FS471. PLEASE ADDRESS, BUT RESUBMIT ONLY PAGES WHICH   CHANGE DUE TO CODE RELATED COMMENTS.       3. SURVEY IS NOT DIGITALLY SIGNED (LOCATED IN DRAWINGS,   SHEET A.SI). IF SURVEYOR (JAVIER DE LA ROCHA) DOES NOT   HAVE A DIGITAL SIGNATURE, A PAPER ORIGINAL WILL BE   REQUIRED TO BE SUBMITTED TO THE BUILDING DIVISION AFTER   ALL REVIEWS HAVE PASSED.       4. OTHER PAGES/DOCUMENTS OK, BUT NEW PAGES SUBMITTED   NEXT REVIEW CYCLE REQUIRE VERIFICATION.         2019-04-23 14:29:05 ELECTRICAL SHEETS OK. Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 1 Status F Date 2019-01-07 Cont ID   Sent By jpearson Date 2019-01-07 Time 17:21 Rev Time 0.00 Received By jpearson Date 2019-01-07 Time 17:21 Sent To   Notes 2019-01-07 17:21:11 EACH SHEET OF PLAN IS REQUIRED TO BE SIGNED AND SEALED   BY THE PERSON RESPONSIBLE FOR THE DESIGN. A DIGITAL   PLAN REQUIRES A DIGITAL SIGNATURE WITH THE PROPER THIRD   PARTY VERIFICATION. PROVIDE CORRECTION FOR SHEETS AS.1   AND A5.06. WPB FBC 107.1; FS 471/481 Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 1 Status P Date 2019-08-08 Cont ID   Sent By dbattles Date 2019-08-08 Time 16:18 Rev Time 0.00 Received By dbattles Date 2019-08-08 Time 16:18 Sent To   Notes 2019-08-08 16:25:31 THRESHOLD AGREEMENT APPROVED.       PROVISO:   PLEASE PROVIDE 3 ORIGINAL COPIES TO DEVELOPMENT   SERVICES OFFICE.   401 CLEMATIS STREET (1ST FLOOR)   PLEASE GIVE TO THE COUNTER WITH SUBMITTAL FORM       DYLAN BATTLES   561-805-6718   [email protected]       THE CITY OF WEST PALM BEACH   BUILDING PLANS EXAMINER PX4191     Review Stop Z ZONING Rev No 6 Status P Date 2019-08-19 Cont ID   Sent By elevesqu Date 2019-08-19 Time 10:50 Rev Time 0.00 Received By elevesqu Date 2019-08-19 Time 10:50 Sent To   Notes 2019-08-19 10:50:53 THE FOLLOWING ITEMS SHALL BE ADDRESSED WITHIN 30 DAYS   AND NEW PLANS SHALL BE UPLOADED:   1. PLEASE SUBMIT A PHOTOMETRIC PLAN FOR THE SITE   INCLUDING INTERIOR AND ROW LIGHTING AND PROVIDE LIGHT   POLE DETAIL. ANY FEES ASSOCIATED WITH THE REMOVAL OF   EXISTING STREET LIGHTS SHALL BE A COST TO THE OWNER.   2. THE APPLICANT SHALL MOVE THE DUMPSTER ENCLOSURE OUT   OF THE SIGHT TRIANGLE LINE AND SHALL BUILD THE   ENCLOSURE TO MEET CITY REQUIREMENTS.   3. THE PROJECT IS REQUIRED TO COMPLY WITH THE ART IN   PUBLIC PLACES ORDINANCE.       THE FOLLOWING ITEMS SHALL BE ADDRESSED PRIOR TO   ISSUANCE OF FINAL CO:   1. PROPERTIES SHALL BE REPLATTED AND UNIFIED PRIOR TO   ISSUANCE OF FINAL CO. A SIDEWALK EASEMENT IS REQUIRED   ALONG ROSEMARY AVENUE.   2. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON   THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE   SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT   SERVICES DEPARTMENT, PLANNING DIVISION.   3. THE APPLICANT SHALL COORDINATE WITH THE ZONING   DEPARTMENT ON THE PLACEMENT OF ABOVE GROUND UTILITIES   INCLUDING BACKFLOW PREVENTERS, TRANSFORMERS, AND FIRE   DEPARTMENT CONNECTIONS OUTSIDE OF THE MINIMUM SETBACK   AREA AND SHALL LANDSCAPE THE UTILITIES FROM THE ROW.   4. PAVEMENT SHALL BE RESURFACED IN ACCORDANCE WITH CITY   STANDARDS TO ANY AREA WHERE PAVEMENT MARKINGS ARE   REMOVED.   5. THE APPLICANT SHALL COORDINATE WITH THE CITY ON THE   FINAL CROSS SECTION OF ROSEMARY AVENUE AND CONSIDER   ELIMINATION OF THE ROSEMARY AVENUE ON-STREET PARKING.       PROVISOS:   1. ALL CURB CUTS AND STREET CORNERS WITHIN THE PROJECT   SITE SHALL BE DESIGNED TO MEET ADA COMPLIANT CROSSINGS.   2. THE APPLICANT SHALL CONTINUE TO COORDINATE WITH THE   CRA AND CITY ON 8TH STREET AND THE HEART AND SOUL PARK   FOR A COHESIVE DESIGN.   3. THE PROJECT IS REQUIRED TO COMPLY WITH THE ART IN   PUBLIC PLACES ORDINANCE.   4. THE LANDSCAPE AND IRRIGATION WERE NOT APPROVED   THROUGH THIS PERMIT. A SEPARATE LANDSCAPE AND   IRRIGATION PERMIT IS REQUIRED.   5. THE WALL AND ALL SIGNAGE WERE NOT APPROVED THROUGH   THIS PERMIT. SEPARATE PERMITS ARE REQUIRED.   6. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE   RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF   WAY LANDSCAPING AND IRRIGATION ADJACENT TO THE   DEVELOPMENT. THIS WILL BE THROUGH A SEPARATE   MAINTENANCE AGREEMENT WITH THE CITY   7. IRRIGATION FOR STREET TREES AND LANDSCAPING IN THE   RIGHT OF WAYS SHALL BE PROVIDED BY THE APPLICANT,   SUCCESSORS AND ASSIGNS FROM THE SUBJECT DEVELOPMENT.   ALL EXISTING CITY IRRIGATION LINES RUNNING TO   INDIVIDUAL AREAS OR TREES SHALL BE REMOVED AND CAPPED   IN SUCH A WAY TO ENSURE CITY IRRIGATION SUPPLY LINES   SHALL REMAIN INTACT AND CONTINUOUS FOR OTHER AREAS   SERVED BY THE LINES   8. ALL ROOF-MOUNTED EQUIPMENT SHALL BE SCREENED FROM   THE ROW AT THE HEIGHT OF THE EQUIPMENT.   9. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE   RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE   STREET TREES AND RIGHT OF WAY LANDSCAPING AND   IRRIGATION APPROVED WITH THIS PETITION     Review Stop Z ZONING Rev No 5 Status F Date 2019-08-16 Cont ID   Sent By elevesqu Date 2019-08-16 Time 08:46 Rev Time 0.00 Received By elevesqu Date 2019-08-16 Time 08:46 Sent To   Notes 2019-08-16 08:46:30 SITE PLANS MATCHING SITE PLAN APPROVAL TO BE UPLOADED   WITH RESUBMITTAL       LIZ LEVESQUE, URBAN DESING PLANNER   [email protected]   561 822 1426 Review Stop Z ZONING Rev No 4 Status F Date 2019-06-06 Cont ID   Sent By elevesqu Date 2019-06-06 Time 16:05 Rev Time 0.00 Received By elevesqu Date 2019-06-06 Time 16:05 Sent To   Notes 2019-06-06 16:05:27 COMMENT FROM ZONING REVIEW STOP 2 NOT ADDRESSED:       PLEASE SEE SITE PLAN COMMENTS FROM Z18050030 2ND REVIEW   STOP. PLEASE ADDRESS SITE PLAN COMMENTS PRIOR TO   RESUBMITTING BUILDING PERMIT.       SITE PLAN APPROVAL REQUIRED PRIOR TO BUILDING PERMIT   APPROVAL.       LIZ LEVESQUE, URBAN DESIGN PLANNER   [email protected]   561 822 1426 Review Stop Z ZONING Rev No 3 Status F Date 2019-04-04 Cont ID   Sent By elevesqu Date 2019-04-04 Time 11:26 Rev Time 0.00 Received By elevesqu Date 2019-04-04 Time 11:26 Sent To   Notes 2019-04-04 11:26:42 COMMENT FROM ZONING REVIEW STOP 2 NOT ADDRESSED:       PLEASE SEE SITE PLAN COMMENTS FROM Z18050030 2ND REVIEW   STOP. PLEASE ADDRESS SITE PLAN COMMENTS PRIOR TO   RESUBMITTING BUILDING PERMIT.       SITE PLAN APPROVAL REQUIRED PRIOR TO BUILDING PERMIT   APPROVAL.       LIZ LEVESQUE, URBAN DESIGN PLANNER   [email protected]   561 822 1426 Review Stop Z ZONING Rev No 2 Status F Date 2019-02-22 Cont ID   Sent By elevesqu Date 2019-02-22 Time 14:53 Rev Time 0.00 Received By elevesqu Date 2019-02-22 Time 14:53 Sent To   Notes 2019-02-22 14:53:16 PLEASE SEE SITE PLAN COMMENTS FROM Z18050030 2ND REVIEW   STOP. PLEASE ADDRESS SITE PLAN COMMENTS PRIOR TO   RESUBMITTING BUILDING PERMIT.       SITE PLAN APPROVAL REQUIRED PRIOR TO BUILDING PERMIT   APPROVAL.       LIZ LEVESQUE, URBAN DESIGN PLANNER   [email protected]   561 822 1426 Review Stop Z ZONING Rev No 1 Status F Date 2019-01-16 Cont ID   Sent By elevesqu Date 2019-01-16 Time 12:20 Rev Time 0.00 Received By elevesqu Date 2019-01-16 Time 12:18 Sent To   Notes 2019-01-16 12:20:14 THE REFERENCED NUMBERED COMMENTS ARE FROM THE FIRST   SUBMITTAL OF SITE PLAN REVIEW, AND INDICATE WHETHER   THESE COMMENTS HAVE BEEN ADDRESSED ON THE PLANS   SUBMITTED FOR BUILDING PERMIT. NEW COMMENTS HAVE BEEN   INCLUDED AT THE END OF THE PREVIOUS COMMENTS.       1. SATISFIED. PLEASE CONSIDER OPEN AIR STRUCTURES UNDER   THE HALLWAY AND AREAS CONNECTING TO THE EXISTING   STRUCTURE ON THE ROOFTOP TERRACE LEVEL TO MEET THE   DISTRICT HEIGHT REQUIREMENTS.   2. SATISFIED. PLEASE PROVIDE MORE DETAIL AND HEIGHT OF   THE STRUCTURES ON THE ROOFTOP TERRACE.   3. PARTIALLY SATISFIED. CONSIDER THE USE OF PERMEABLE   SURFACE, ESPECIALLY IN THE PROPOSED SURFACE PARKING   LOT.   PLEASE INDICATE LOCATION OF PERMEABLE SURFACE ON SITE   PLAN.   4. SATISFIED. THE COLORED RENDERING AND THE PROPOSED   ELEVATIONS DO NOT APPEAR TO MATCH. PLEASE REVISE   ACCORDINGLY.   5. SATISFIED. PLEASE NOTE, PER TABLE IV-38, THE CORRECT   STREET DESIGNATIONS AND SETBACKS ARE AS FOLLOWS:   A. FRONT (8TH STREET): RESIDENTIAL- 17'   B. SIDE (9TH STREET): RESIDENTIAL - 17'   C. SIDE (HENRIETTA AVE): RESIDENTIAL- 17'   D. SIDE (ROSEMARY AVE): SECONDARY - 12'   6. SATISFIED. PLEASE CORRECT THE SITE DATA TABLE, AND   INCLUDE THE SETBACK DIMENSIONS OF THE PROPOSED ADDITION   AND PARKING LOTS ON THE SITE PLAN (SHEET A0.04, SHEET   A1.00).   7. SATISFIED. PLEASE SHOW EXISTING CURBS AND   CENTERLINES OF ALL ROADWAYS AND INDICATE WHERE THE   CURBS WILL BE MODIFIED.   8. SATISFIED. PLEASE NOTE, IN THE DOWNTOWN MASTER PLAN   AREA, SETBACKS ARE MEASURED FROM BACK OF CURB, AS   DEFINED IN SECTION 94-109. WHERE THE CURB LOCATION   VARIES ALONG A PROPERTY, THE BACK OF CURB SHALL BE   DEFINED AS THE PREDOMINANT BACK OF CURB LINE FURTHEST   FROM THE CENTER LINE OF THE ROAD (CURB LOCATION ALONG   50% OF STREET FRONTAGE). PLEASE AMEND THE SETBACK   MEASUREMENTS AS NECESSARY.   9. SATISFIED. PLEASE NOTE, THE MINIMUM REQUIRED   LANDSCAPE BUFFER FOR PARKING CANNOT BE INCLUDED AS PART   OF THE REQUIRED SETBACK. PLEASE REVISE ACCORDINGLY.   10. NOT SATISFIED. PLEASE NOTE, THE MAXIMUM BUILDING   FOOTPRINT FOR GROUND LEVEL IS 87% AND FOR THE PODIUM IS   90%. PLEASE PROVIDE DETAIL IN THE TABLE ON THE PERCENT   BUILDING FOOTPRINT FOR EACH PROPOSED NEW LEVEL. PLEASE   AMEND THE LABEL FROM "LOT COVERAGE" TO "BUILDING   FOOTPRINT."   11. NOT SATISFIED. PARKING CALCULATIONS IS BASED ON NET   INTERIOR AREA, NOT GROSS AREA. PLEASE INCLUDE THE NET   INTERIOR AREA AND CALCULATE ACCORDINGLY. PLEASE BREAK   DOWN THE TABLE INTO REQUIRED AND PROVIDED PARKING.   12. PARTIALLY SATISFIED. PLEASE SUBMIT AN ILLUSTRATION   AND TABLE OF THE F.A.R. BREAKDOWN BY EACH SEPARATE   FLOOR, INCLUDING THE ADDITIONAL PARKING. PLEASE   SEPARATE THE SQUARE FOOTAGE BY ALLEY, NORTH PROPERTY   AND SOUTH PROPERTY. PER SECTION 94-79 (HISTORIC   RESIDENTIAL DESIGN STANDARDS), FAR INCLUDES INTERIOR   AND ROOFED EXTERIOR STAIRWAYS, ELEVATORS, ESCALATORS   AND SIMILAR FEATURES. PLEASE REVISE ACCORDINGLY.   13. NOT SATISFIED. THE APPLICANT SHALL SUBMIT A   SEPARATE ALLEY ABANDONMENT APPLICATION.   14. ONGOING. PLEASE NOTE, THE PROPERTIES WILL NEED TO   BE UNIFIED.   15. ONGOING. PLEASE NOTE, THIS SITE WILL BE REQUIRED TO   BE REPLATTED.   16. SATISFIED. PLEASE INCLUDE ILLUSTRATIONS AND A DATA   TABLE DEMONSTRATING COMPLIANCE WITH THE ACTIVE USE   REQUIREMENTS FOR NWD-2, AS REQUIRED BY TABLE IV-38.   PLEASE NOTE, THE STREET DESIGNATIONS ARE AS FOLLOWS:   A. 8TH AVENUE: RESIDENTIAL   B. HENRIETTA AVENUE: RESIDENTIAL   C. ROSEMARY AVENUE: SECONDARY   D. 9TH STREET: RESIDENTIAL   17. SATISFIED. PLEASE INCLUDE ILLUSTRATIONS AND A DATA   TABLE DEMONSTRATING COMPLIANCE WITH THE TRANSPARENCY   REQUIREMENTS FOR THE GROUND FLOOR IN NWD-2, AS REQUIRED   BY TABLE IV-38. PLEASE NOTE, THE STREET DESIGNATIONS   ARE AS FOLLOWS:   A. 8TH AVENUE: RESIDENTIAL   B. HENRIETTA AVENUE: RESIDENTIAL   C. ROSEMARY AVENUE: SECONDARY   D. 9TH STREET: RESIDENTIAL   18. NOT SATISFIED. THE PROPOSED AISLE WIDTHS IN SOME   SECTIONS OF THE PROPOSED PARKING AREAS APPEAR TO BE TOO   SMALL. PLEASE LOOK AT SECTION 94-485, FIGURE XV-2 AND   REVISE ACCORDINGLY.   THE SIZE OF THE TERMINAL ISLAND CAN BE REDUCED TO 5   FEET WITH A MINIMUM RADIUS OF TWO AND ONE-HALF FEET AT   ITS END TO MEET THIS REQUIREMENT.   19. SATISFIED. THE PROPOSED NUMBER OF ADA PARKING   SPACES DOES NOT MEET THE REQUIREMENT AS ESTABLISHED BY   SECTION 94-485, TABLE XV-3. PLEASE REVISE.   20. SATISFIED. IF PROPOSED ADA PARKING SPACES ARE   DIAGONAL, THE REQUIRED LENGTH IS 18' AND WIDTH IS 12',   PER SECTION 94-485 (O)(2). THE PROPOSED DIAGONAL   PARKING SPACE AREA TO THE EAST OF THE BUILDING ADDITION   DOES NOT WORK WITH REQUIRED PARKING DEPTHS AND DRIVE   AISLE WIDTHS. PLEASE CONSIDER ALTERNATIVES.   21. NOT SATISFIED. THE NUMBER OF ON STREET PARKING   ALONG HENRIETTA AVENUE IS LABELED AS 5 SPACES BUT THERE   APPEAR TO ONLY BE 4 SPACES. PLEASE CONFIRM LABELS AND   TOTAL NUMBERS IN THE SITE DATA TABLE.   THE NUMBER OF SPACES IS LABELED AS "3" BUT THERE APPEAR   TO BE 4 SPACES.   22. PARTIALLY SATISFIED. THE EXISTING ON SITE POWER   POLES APPEAR TO CREATE PROBLEMS WITH PROPOSED   SIDEWALKS, ON STREET PARKING AND PROPOSED STREET TREES.   PLEASE PROVIDE THE LOCATION OF EXISTING POLES, AND   PROVIDE DETAIL OF POLES BEING REMOVED OR NEWLY PROPOSED   POLES. PLEASE CONTACT STAFF TO HOLD A SEPARATE MEETING   TO DISCUSS THE MULTIPLE ISSUES.   THE EXISTING POWER POLES ALONG ROSEMARY AVENUE CREATE   AN ACCESSIBILITY ISSUES IN SOME LOCATIONS. THE SIDEWALK   NEEDS TO BE ADJUSTED AND EXPANDED AT THESE AREAS TO   AVOID ISSUES. THIS IS SHOWN ON SOME PLANS, HOWEVER THE   SITE PLAN NEEDS TO SHOW THIS AS WELL.   23. SATISFIED. THE PROPOSED BUS PARKING DOES NOT WORK   WITH TURNING RADIUS REQUIREMENTS. PLEASE CONSIDER A BUS   PULL-OFF OR OTHER ALTERNATIVE.   24. NOT SATISFIED. THE REQUIRED BICYCLE PARKING FOR   COMMERCIAL DEVELOPMENTS IS 1 PER 15 REQUIRED PARKING   SPACES WITHIN A SECURED STORAGE AREA. THE REQUIREMENT   FOR PUBLIC USE IS ONE SPACE PER EVERY 100 FEET OF   STREET FRONTAGE. PLEASE INCLUDE THE DIMENSIONS OF THE   STREET FRONTAGES AND DEMONSTRATE COMPLIANCE OF THE   SEPARATE BICYCLE PARKING REQUIREMENTS IN THE SITE DATA   TABLE. THE BICYCLE PARKING NUMBER IN THE SITE DATA   TABLE DOES NOT APPEAR TO MATCH WHAT IS ON THE SITE   PLAN. PLEASE UPDATE WITH RESUBMITTAL MEETING THE CITY   REQUIREMENTS.   25. SATISFIED. PLEASE REVISE FROM WALL-MOUNTED BIKE   RACKS TO GROUND MOUNTED BIKE RACKS ALONG THE NORTH SIDE   OF THE BUILDING.   26. NOT SATISFIED. PLEASE INCLUDE BICYCLE RACK DETAIL,   MEETING CITY STANDARDS. STAFF WILL PROVIDE DETAIL.   PLEASE SHOW EXACT LOCATION OF PROPOSED BICYCLE RACKS   AND DIMENSIONS ON THE SITE PLAN.   27. NOT SATISFIED. PLEASE PROVIDE ADDITIONAL   FENESTRATION ALONG THE NORTH FACADE OF THE PROPOSED NEW   ADDITION, AS IT IS FACING THE PRIMARY PARKING LOT FOR   THE BUILDING USE. BLANK WALLS CANNOT BE VISIBLE BY THE   GENERAL PUBLIC. BLANK WALL MEANS ANY PORTION OF A   FA?ADE THAT HAS AN AREA GREATER THAN 20 PERCENT OF THE   ENTIRE FA?ADE ELEVATION THAT IS ABSENT OF FENESTRATION   AND IS ABSENT OF A PLANAR BREAK OF AT LEAST TWO FEET IN   DEPTH. PLEASE ILLUSTRATE COMPLIANCE WITH BLANK WALL   REGULATIONS.   28. NOT SATISFIED. PER SECTION 94-109, TABLE IV-4, ON   FACADES ENCLOSING ACTIVE USES (E.G., THE KITCHEN,   BATHROOMS), FENESTRATION MUST COVER A MINIMUM OF 15% OF   THE FACADE AREA. PLEASE PROVIDE ADDITIONAL FENESTRATION   ALONG THE EAST FACADE OF THE PROPOSED BUILDING   ADDITION.   29. NOT SATISFIED. PER SECTION 94-109, TABLE IV-4, ON   FACADES ENCLOSING NON-ACTIVE USES, ARCHITECTURAL   TREATMENT SHALL BE PROVIDED. SEE SECTION 94-109,   DEFINITIONS AND MINIMUM REQUIREMENTS FOR ARCHITECTURAL   TREATMENT REQUIREMENTS, SPECIFICALLY FOR THE EAST   FACADE OF THE PROPOSED ADDITION. PLEASE ADD MORE   ARCHITECTURAL TREATMENT TO THE PROPOSED ADDITION.   30. NOT SATISFIED. PER SECTION 94-109, TABLE IV-4, AT   THE GROUND FLOOR, HORIZONTAL PROJECTIONS WITH A MINIMUM   CUMULATIVE HORIZONTAL LENGTH OF 50% OF THE BUILDING   FRONTAGE SHALL BE PROVIDED. IT APPEARS THAT THE   FRONTAGES, ESPECIALLY THE NORTH AND EAST ELEVATION MAY   NOT MEET THIS REQUIREMENT. PLEASE REVISE AND PROVIDE   ILLUSTRATIONS SHOWING THE LENGTH OF HORIZONTAL   PROJECTIONS ALONG THE GROUND FLOOR FRONTAGES TO SATISFY   THIS REQUIREMENT.   31. NOT SATISFIED. PLEASE PROVIDE DIMENSIONS AND DETAIL   OF PROPOSED AWNINGS AND CANOPIES. SEE TABLE IV-5:   PROJECTION STANDARDS FOR REGULATIONS.   32. NOT SATISFIED. PLEASE SEE SECTION 94-110(D) FOR   SIGNAGE REQUIREMENTS FOR COMMERCIAL AND MIXED-USES   WITHIN RESIDENTIAL ENCLAVE PLANNING AREAS. PLEASE   PROVIDE DETAIL OF ANY NEWLY PROPOSED SIGNS, AND ADD A   NOTE SAYING "SIGNAGE WILL BE REVIEWED SEPARATELY AT   TIME OF SIGN PERMITTING" TO THE PLANS.   33. PARTIALLY SATISFIED. PLEASE INCLUDE A SEPARATE OPEN   SPACE PLAN AND TABLE MEETING THE REQUIREMENTS OF   SECTION 94-109 TABLE IV-6 AND TABLE IV-7. PLEASE NOTE,   REQUIRED LANDSCAPE BUFFERS CANNOT BE INCLUDED IN OPEN   SPACE CALCULATIONS.   PRIVATE OPEN SPACE IS LESS THAN WHAT IS REQUIRED. IN   THIS CASE, AS THERE IS NO PUBLIC SPACE REQUIREMENT, THE   PLAZA CAN BE COUNTED. ADDITIONALLY, PER SECTION   94-112(B)(1)(C)(3), PROPOSED DEVELOPMENTS WHICH VACATE   AN ENTIRE ALLEY WITHIN A BLOCK SHALL PROVIDE AN OPEN   SPACE EQUAL TO THE SIZE OF THE VACATED ALLEY AT A RATIO   OF 1:1 IN ADDITION TO THE MINIMUM OPEN SPACE   REQUIREMENT. CONSIDERING THE CREATION OF THE HEART AND   SOUL PARK, STAFF CAN PRESENT THE PARK AS CONSIDERATION   FOR THIS REQUIREMENT. PLEASE ILLUSTRATE INTENT OF THIS   ON THE OPEN SPACE PLAN WITH INDICATED SQUARE FOOTAGE OF   THE ALLEY.   34. SATISFIED. PLEASE CONSIDER AN OPEN SPACE   AMENITY/SEATING AREA IN THE REAR OF THE BUILDING FOR   KITCHEN STAFF/EMPLOYEES, WHICH COULD THEN BE CONSIDERED   IN THE OPEN SPACE CALCULATIONS.   35. PARTIALLY SATISFIED. PLEASE INCLUDE PLANTING ON THE   ROOFTOP TERRACE TO PROVIDE A ROOFTOP GARDEN AREA.   PLEASE INCLUDE DETAIL OF PROPOSAL AND AMENITIES.   PLEASE INCLUDE DETAIL OF ROOFTOP AMENITIES ON HARDSCAPE   PLAN.   36. NOT SATISFIED. PER SECTION 94-113(E), CURBS AND   WHEEL STOPS, ALL LANDSCAPED AREAS AND PLANT MATERIALS   WITHIN OR ADJACENT TO VEHICULAR USE AREAS SHALL BE   PROTECTED FROM VEHICULAR ENCROACHMENT BY WHEEL STOPS,   CURBS, OR OTHER SIMILAR DEVICES. PLEASE DEMONSTRATE   COMPLIANCE.   PLEASE USE A D-CURB INSTEAD OF WHEEL STOPS FOR   LANDSCAPE PROTECTION.   37. NOT SATISFIED. PER SECTION 94-113(D), STREET   LIGHTS, STREET LIGHTING SHALL BE PROVIDED TO ATTAIN THE   APPROPRIATE FOOTCANDLE MEASUREMENT NECESSARY FOR SAFE   PEDESTRIAN AND VEHICULAR MOVEMENT. LIGHT FIXTURE AND   POLES SHALL MEET THE CITY APPROVED STANDARD. PLEASE   PROVIDE LOCATION AND DETAIL OF LIGHT FIXTURES.   PLEASE SUBMIT PHOTOMETRIC PLANS AND LIGHT FIXTURE   DETAILS.   38. SATISFIED. PER SECTION 94-113(D), SIDEWALKS, A   SIDEWALK WITH A MINIMUM OF EIGHT FEET CLEAR WIDTH SHALL   BE PROVIDED ALONG THE BUILDING FRONTAGE. PLEASE REVISE   ACCORDINGLY.   39. SATISFIED. PER SECTION 94-113(F), SURFACE PARKING   LOTS SHALL MEET THE MINIMUM GROUND FLOOR SETBACK   REQUIREMENTS AS PROVIDED IN THE SUBDISTRICT BUILDING   REQUIREMENTS TABLE. A FIVE-FOOT LANDSCAPE BUFFER SHALL   BE PROVIDED AROUND THE ENTIRE PERIMETER OF THE SURFACE   LOT IN ADDITION TO THE GROUND FLOOR SETBACK TO VISUALLY   SCREEN PARKING AREAS.   40. ONGOING. PARKING SHALL COMPLY WITH SECTION   94-113(F) FOR LANDSCAPING REQUIREMENTS.   LANDSCAPE REQUIREMENTS SHALL BE REVIEWED THROUGH   SEPARATE LANDSCAPE PERMIT. SEE NEW COMMENT #45.   41. PARTIALLY SATISFIED. PLEASE INCLUDE DETAIL AND   DIMENSIONS OF THE PROPOSED DUMPSTER ENCLOSURE AREA,   MEETING THE REGULATIONS OF SECTION 94-315.   PLEASE INCLUDE DETAIL OF TRASH RECEPTACLE ENCLOSURE,   INCLUDING MATERIAL AND HEIGHT, MEETING THE   SPECIFICATIONS OF SECTION 94-315(A).   42. SATISFIED. CAN VISITORS ENTER THROUGH THE BACK OF   THE BUILDING? PLEASE PROVIDE DETAIL INTO BUILDING   ENTRANCES FROM EIGHTH STREET AND FROM THE PARKING LOT.   PLEASE CONSIDER PEDESTRIAN CONNECTIVITY INCLUDING   CROSSWALKS, AND DISTINGUISHED PRIMARY ENTRANCES.   43. SATISFIED. PLEASE CLEAN UP LABELS ON THE PLAN THAT   ARE REMAINING FROM THE FIRST SUBMITTAL OR OTHERWISE   MISPLACED.   44. SATISFIED. PLEASE REMOVE THE LABEL READING   "PROPOSED 3RD FLOOR-PLAN" FROM SHEET A1.03 AND RELABEL   AS "PROPOSED ROOFTOP TERRACE" OR SOMETHING SIMILAR.       NEW COMMENTS JANUARY 16, 2019   45. PLEASE NOTE, A SEPARATE LANDSCAPE PLAN WILL BE   REQUIRED.   46. PLEASE NOTE, A SEPARATE FENCE PERMIT WILL BE   REQUIRED FOR THE PROPOSED METAL FENCE. IN THIS   DISTRICT, FENCES SHALL BE A MAXIMUM HEIGHT OF FOUR   FEET. PLEASE REVISE HEIGHT ON PLANS.   47. THE LANDSCAPE AND HARDSCAPE PLANS DO NOT MATCH THE   NEW BUILDING FOOTPRINT AND ON STREET PARKING SPACE   LAYOUT AND HAVE DISCREPANCIES IN PROPOSED LANDSCAPING.   PLEASE ADJUST ACCORDINGLY.   48. PLEASE INCLUDE A TREE REMOVAL/RELOCATION PLAN WITH   RESUBMITTAL.   49. ARE GATES PROPOSED TO ACCESS THE PARKING LOT?   PLEASE NOTE, A QUEUING DISTANCE OF AT LEAST 20 FEET IS   REQUIRED PER SECTION 94-111(P).   50. PLEASE SHOW ANY ABOVE GROUND UTILITIES,   TRANSFORMERS, BACKFLOW PREVENTERS, ETC. ON THE SITE   PLAN. THESE SHALL NOT BE LOCATED WITHIN THE MINIMUM   SETBACK.   51. PLEASE ENLARGE THE INTERNAL SIDEWALK WITHIN THE   PLAZA THAT LEADS FROM THE ADA PARKING TO THE 8TH STREET   ENTRANCE TO ALLOW FOR BETTER PEDESTRIAN ACCESS.   52. PLEASE ADD SIDEWALK AND SETBACK DIMENSIONS ON THE   HARDSCAPE PLAN SHEET HP-1.   53. THE PROPOSED LOCATION OF THE WALL/FENCE ON THE   HARDSCAPE PLAN DOES NOT MATCH THE PROPOSED LOCATION ON   THE LANDSCAPE PLAN. PLEASE CLARIFY AND REVISE   ACCORDINGLY.   54. THIS PROJECT HAS NOT RECEIVED SITE PLAN APPROVAL.   PLEASE SUBMIT FOR SITE PLAN APPROVAL BEFORE BUILDING   PERMIT CAN BE REVIEWED FURTHER.       LIZ LEVESQUE, URBAN DESIGN PLANNER   [email protected]   561 822 1426         Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved