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 19051525 Review Stop AD ADDRESSING Rev No 2 Status P Date 2020-04-14 Cont ID   Sent By cpuell Date 2020-04-14 Time 15:40 Rev Time 0.00 Received By cpuell Date 2020-04-14 Time 15:40 Sent To   Notes 2020-04-14 15:41:05 ADDRESS TO REMAIN THE SAME SINCE NO DEMO. Review Stop AD ADDRESSING Rev No 1 Status F Date 2020-02-10 Cont ID   Sent By cpuell Date 2020-02-10 Time 14:55 Rev Time 0.00 Received By cpuell Date 2020-02-10 Time 14:55 Sent To   Notes 2020-02-10 14:56:53 PLEASE CONTACT [email protected] TO DISCUSS THE ADDRESS   FOR THIS PROPERTY. I WILL ALSO BE REACHING OUT TO   APPLICANT TO DISCUSS. CP Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH Rev No 1 Status P Date 2020-01-06 Cont ID   Sent By jwitmer Date 2020-01-06 Time 13:03 Rev Time 0.00 Received By jwitmer Date 2020-01-06 Time 13:03 Sent To   Notes ***NONE*** Review Stop B BUILDING (STRUCTURAL) Rev No 7 Status P Date 2022-06-28 Cont ID   Sent By jwitmer Date 2022-06-28 Time 10:47 Rev Time 0.00 Received By jwitmer Date 2022-06-28 Time 10:38 Sent To   Notes ***NONE*** Review Stop B BUILDING (STRUCTURAL) Rev No 6 Status P Date 2022-04-12 Cont ID   Sent By jwitmer Date 2022-04-12 Time 08:44 Rev Time 0.00 Received By jwitmer Date 2022-04-12 Time 08:30 Sent To   Notes ***NONE*** Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status P Date 2021-12-15 Cont ID   Sent By jwitmer Date 2021-12-15 Time 07:35 Rev Time 0.00 Received By jwitmer Date 2021-12-15 Time 07:13 Sent To   Notes 2021-12-15 07:25:29 2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 19051525   ADD: 719 N. SAPODILLA AVE.   CONT: TBD/ TO BE DETERMINED   TEL: NONE   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION.       2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW   CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES   SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA   BUILDING CODE, BUILDING.       4TH REVIEW       DATE: WED. DEC.15TH/ 2020   ACTION: BUILDING PROVISOS:       1) PROVISO: THIS PROJECT HAS BOLTED STEEL CONNECTIONS   AS WELL AS WELDED STEEL CONNECTIONS. THE CONTRACTOR IS   REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &   WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN   ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF   INSPECTION. IN ACCORDANCE WITH THE AMERICAN WELDING   SOCIETY.   2017 FBC-B 2204.1 WELDING   2017 FBC-B 2204.2 BOLTING.   IF THERE IS ANY QUESTIONS IN REGARDS TO THESE   REQUIREMENTS PLEASE CONTACT THE CHIEF BUILDING   INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.       2) PROVISO/ DEFERRED SUBMITTALS. 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, EFIS   SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP   VENTILATORS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS       3A) PROVISO/ DEFERRED SUBMITTALS. W. P. B. 107.3.4.1   PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED   BY THE DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN   WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE   ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING   ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..       3B) PROVISO/ DEFERRED SUBMITTALS. 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.       3C)PROVISO: 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.       3D) PROVISO/ DEFERRED SUBMITTALS. PLEASE IDENTIFY ON   THE PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF   RECORD AND BEFORE SUBMISSION TO THE BUILDING   DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE   IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,   MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED   INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE   PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1   INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN   ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.   FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH   INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM   LOADS AND SPACING USED IN THE TESTS.       3E) PROVISO/ DEFERRED SUBMITTALS. ROOFING PRODUCT   APPROVALS: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL   ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR   ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,   IF ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.   FASTENER DENSITIES SHALL BE INCREASED FOR BOTH   INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE   WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION   PREPARED, SIGNED AND   SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR   REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &   CLADDING.       3F) PROVISO/ DEFERRED SUBMITTALS. 107.2.1.2 FOR ROOF   ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION   DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE   TYPE OF ROOFING SYSTEM, MATERIALS, VENTING, FASTENING   REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE   RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT   EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE   WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE.       JAMES A. WITMER BN, PX, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL     Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status P Date 2020-07-02 Cont ID   Sent By jwitmer Date 2020-07-02 Time 09:43 Rev Time 0.00 Received By jwitmer Date 2020-07-02 Time 09:01 Sent To   Notes 2020-07-02 09:43:41 2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 19051525   ADD: 719 N. SAPODILLA AVE.   CONT: TBD/ TO BE DETERMINED   TEL: NONE   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION.       2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW   CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES   SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA   BUILDING CODE, BUILDING.       4TH REVIEW       DATE: THUR. JULY 02ND/ 2020   ACTION: BUILDING PROVISOS:       1) PROVISO: THIS PROJECT HAS BOLTED STEEL CONNECTIONS   AS WELL AS WELDED STEEL CONNECTIONS. THE CONTRACTOR IS   REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &   WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN   ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF   INSPECTION. IN ACCORDANCE WITH THE AMERICAN WELDING   SOCIETY.   2017 FBC-B 2204.1 WELDING   2017 FBC-B 2204.2 BOLTING.   IF THERE IS ANY QUESTIONS IN REGARDS TO THESE   REQUIREMENTS PLEASE CONTACT THE CHIEF BUILDING   INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.       2) PROVISO/ DEFERRED SUBMITTALS. 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, EFIS   SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP   VENTILATORS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS       3A) PROVISO/ DEFERRED SUBMITTALS. W. P. B. 107.3.4.1   PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED   BY THE DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN   WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE   ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING   ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..       3B) PROVISO/ DEFERRED SUBMITTALS. 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.       3C)PROVISO: 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.       3D) PROVISO/ DEFERRED SUBMITTALS. PLEASE IDENTIFY ON   THE PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF   RECORD AND BEFORE SUBMISSION TO THE BUILDING   DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE   IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,   MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED   INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE   PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1   INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN   ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.   FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH   INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM   LOADS AND SPACING USED IN THE TESTS.       3E) PROVISO/ DEFERRED SUBMITTALS. ROOFING PRODUCT   APPROVALS: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL   ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR   ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,   IF ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.   FASTENER DENSITIES SHALL BE INCREASED FOR BOTH   INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE   WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION   PREPARED, SIGNED AND   SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR   REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &   CLADDING.       3F) PROVISO/ DEFERRED SUBMITTALS. 107.2.1.2 FOR ROOF   ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION   DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE   TYPE OF ROOFING SYSTEM, MATERIALS, VENTING, FASTENING   REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE   RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT   EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE   WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE.       JAMES A. WITMER BN, PX, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL     Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2020-03-02 Cont ID   Sent By pvalenti Date 2020-03-02 Time 17:41 Rev Time 0.00 Received By pvalenti Date 2020-03-02 Time 13:44 Sent To   Notes 2020-03-02 18:05:40 ***CORRECTIONS***   PETER E VALENTI   BUILDING PLANS EXAMINER   [email protected]   561-805-6673       FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)   FBC B = FBC BUILDING   FBC EB = FBC EXISTING BUILDING   FBC A = FBC ACCESSIBILITY   FBC EC = FBC ENERGY CONSERVATION   FBC R = FBC RESIDENTIAL   FBC M = FBC MECHANICAL       THIRD BUILDING REVIEW DENIED:       APPROVAL IS PENDING THE CORRECTION OF THE FOLLOWING   ITEMS FROM THE LAST REVIEW:       1A)(2) PROVIDE ALL SET BACKS FROM PROPERTY LINE   INCLUDING EDGE OF PROPOSED WORK ON SURVEY.       1B) PROVIDE THE UNITY OF TITLE. THE UNITY OF TITLE IS   REQUIRED PRIOR TO ISSUANCE OF PERMIT.       2A) ON PAGE 307 LS PLEASE CORRECT THE BASED ON SEATS   LAYOUT TOTAL OCCUPANT LOAD FROM 150 TO 138. Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2020-01-06 Cont ID   Sent By jwitmer Date 2020-01-06 Time 13:28 Rev Time 0.00 Received By jwitmer Date 2020-01-06 Time 08:22 Sent To   Notes 2020-01-06 13:28:01 2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 19051525   ADD: 719 N. SAPODILLA AVE.   CONT: TBD/ TO BE DETERMINED   TEL: NONE   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION.       2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW   CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES   SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA   BUILDING CODE, BUILDING.       1ST REVIEW   DATE: MONDAY JAN.6TH/2020   ACTION: DENIED       4X FEE / NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B)   WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?   DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN   ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING   CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS   REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO   CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY   NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,   EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,   ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,   MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER   REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING   COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL   GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH   REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,   A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE   PERMIT FEE ATTRIBUTED TO PLANS REVIEW.           1) SHEET G DRAWING INDEX & PROJECT INFO:       1A)(1) PLEASE CORRECT THE SHEET G THE DRAWING INDEX   WITH SURVEY SHEET LISTED 005G AS SHOWN IN THE INDEX OR   REMOVE THE SHEET NUMBER WITH A REVISION.   1ST ROUND OF COMMENTS. PLEASE NOTE THE DRAWING INDEX   THERE SHOULD BE A SURVEY SHEET 005G BETWEEN SHEET 004 G   STANDARD ABBREVIATIONS & SYMBOLS SHEET AND CIVIL COVER   SHEET 100C. MISSING DOCUMENT. 107.2.1.2 ADDITIONAL   INFORMATION IS REQUIRED.       1A)(2) NEW COMMENT. A SURVEY IS REQUIRED TO DETERMINE   THE EXISTING BUILDING AND LOCATION OF LOT LINES, ALL   LOT LINES, NOT JUST THE ADJOINING LOT 713. THERE ARE   MANY REQUIREMENTS THAT WILL NEED TO SEE HOW FAR THE   BUILDING IS FROM THE PROPERTY LINE. EXTERIOR FIRE   RATING OF WALLS, REAR EGRESS FROM THE BUILDING AND   CANOPY, EGRESS COURT REQUIREMENTS, THESE AND OTHER   REQUIREMENTS CANNOT BE DETERMINED UNTIL A SURVEY IS   SUBMITTED SHOWING THE DISTANCE FROM THE BUILDING TO THE   PROPERTY LINE IN ALL DIRECTIONS. PLEASE NOTE THE SURVEY   SUBMITTED SHEET 103 ENGINEERING PLAN IS FOR   TOPOGRAPHICAL USE AND SANITARY USE ONLY. NOTE THIS   SURVEY ALSO INDICATES THE PROPERTY AS ONE LARGE LOT NOT   2 ADJOINING LOTS WHICH IS INCORRECT. THE SURVEY BY ENG   ENUITY GROUP INC. HAS AN ELECTRONIC SIGNATURE AND SEAL   12/11/2019 BY ADAM SWANEY. APPARENTLY THE SHEET WAS   PRINTED ON A PAPER COPY WAS UPLOADED, THERE IS NO   ELECTRONIC SIGNATURE NOR SEAL ON THIS SHEET   OR THERE WAS NEVER A ELECTRONIC SIGNATURE & SEAL.       1B) THIS REVIEW WILL NEED TO BE FAILED SINCE THERE IS   NO UNITY OF TITLE FILED WITH THE CLERK OF THE COURTS   OFFICE. THE REQUEST TO HAVE THE UNITY OF TITLE AFTER   THE PERMIT IS ISSUED WILL NEED TO BE DECIDED ON BY THE   BUILDING OFFICIAL ROBERT BROWN AND THE DIRECTOR OF THE   CRA, STIPULATIONS WILL ALSO NEED TO BE AGREED UPON AND   BEFORE THE ISSUANCE OF A CERTIFICATE OF COMPLETION   SINCE THIS PERMIT IS FOR A SHELL ONLY.       1ST ROUND OF COMMENTS. WHEN VIEWING THIS PROJECT IN THE   PALM BEACH COUNTY PROPERTY APPRAISERS WEBSITE THE   PROJECT COMPRISES OF 2 LOTS 719 AND 713 N. SAPODILLA   AVE. PLEASE NOTE WITHOUT A UNITY OF TITLE THE CANOPY   CANNOT BE BUILT SINCE IT PASSES OVER PROPERTY LINES OF   2 ADJOINING LOTS.   CREATION OR EXTENSION OF NONCONFORMITY. 2017 EXISTING   BUILDING CODE LEVEL II 701.3 COMPLIANCE. ALL NEW   CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES   SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA   BUILDING CODE, BUILDING. CREATION OR EXTENSION OF   NONCONFORMITY. ALL NEW WORK, RE-CONFIGURATION SHALL NOT   CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING   BUILDING TO WHICH THE RE-CONFIGURATION OF SPACE IS   BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL   STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY   OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS.       UNITY OF TITLE. THE PROPOSED BUILDING STRUCTURE   TRANSGRESSES LEGAL BOUNDARY LINES BETWEEN THE LOTS   WHICH COMBINE TO FORM 'THE SITE'. A 'UNITY OF TITLE'   SHALL BE   RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A COPY OF THE   RECORDED 'UNITY OF TITLE' DOCUMENT SO THAT FBC TABLE   601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED NOT   APPLICABLE.   SEE WEBSITE FOR APPLICATION:   HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP   "APPLICATION FOR UNITY OF TITLE"   HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45   -38-UNITYOFTITLE3.PDF   VINCENT J NOEL   SURVEYOR/REAL ESTATE SUPERVISOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET   WEST PALM BEACH, FL 33401   PHONE: 494-1040 EXT: 1096   FAX: 494-1116   E-MAIL: [email protected]   OR   MANUEL JULIAN GONZALEZ   ENGINEERING PROJECT COORDINATOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1085   FAX: (561) 494-1116   MOBILE: (561) 644-7301   EMAIL: [email protected]   WWW.WPB.ORG/ENGINEERING       1C) COMPLIED. NO HISTORIC EXEMPTIONS ARE BEING TAKEN.       1D) 2ND ROUND OF COMMENTS. USING THE SHEET 103C   ENGINEERING PLAN THE DESIGNER OF RECORD DOES SHOW UNDER   THE PROPOSED OUTDOOR COVERED PATIO THE 2 REQUIRED   EXITS. THERE IS ONLY 1 EXIT WHICH IS AN ACCESSIBLE   EXIT. AS NOTED IN THE 1ST REVIEW IF 2 EXITS ARE   REQUIRED, THEN 2 ACCESSIBLE EXITS TO THE PUBLIC WAY   WOULD BE REQUIRED. THE 2ND MEANS OF EGRESS DROPS YOU   OFF BEHIND THE COVERED PATIO INTO A GRASSED AREA. THIS   MEANS OF EGRESS NEEDS TO BE EXTENDED TO THE PUBLIC WAY.   THE 2ND ISSUE WITH THIS MEANS OF EGRESS, A SURVEY WITH   MEASUREMENTS FROM THE BUILDING ARE NOT SHOWN. IS THERE   AN ALLEY BEHIND THIS LOT OR ANOTHER LOT? IT CANNOT BE   DETERMINED IF THE EXIT DISCHARGE FROM UNDER THE COVERED   OUTDOOR PATIO TO THE PROPERTY LINE FOR THE EGRESS COURT   WILL REQUIRE 1 HOUR RATED WALLS AT THE PROPERTY LINE,   SEE 2017 FBC-B SECTION 1028.4.2.       1ST ROUND OF COMMENTS. PLEASE NOTE THE TABLE SHOWING   THE OCCUPANT LOAD FOR THE BUILDING AS A TOTAL 145   OCCUPANTS. PLEASE NOTE THAT THE COVERED OUTDOOR PATIO   IS ALREADY OUTSIDE OF THE BUILDING AND A SEPARATE COUNT   SHOULD BE TAKEN FOR THIS OUTDOOR SEATING. A SEPARATE   PERMIT SHOULD BE APPLIED FOR THE CANOPY. PLEASE ALSO   NOTE THE OCCUPANT LOAD UNDER THE OUTDOOR CANOPY IS   STATED AT 77 REQUIRING 2 EXITS.   PLEASE NOTE THE CURRENT EXIT FROM THE PATIO EXITS ONTO   THE GRASS, NOT AN ACCESSIBLE EXIT. 2017   FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF EGRESS   SHALL COMPLY WITH SECTION 1003.2.13 OF THE   INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001   SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL   BUILDING CODE (2003 EDITION).       2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS   IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY   ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE   SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.           1E) COMPLIED.       2) LIFE SAFETY SHEET LS1:       2A)(1) SEMI-COMPLIED SEE COMMENT (1D), REQUIRES 2   ACCESSIBLE MEANS OF EGRESS TO THE PUBLIC WAY.   1ST ROUND OF COMMENTS. WITHIN THE BUILDING THE PLANS   SHOW 2 REQUIRED EXITS. UNDER THE COVERED OUTDOOR PATIO   THE WITH AN OCCUPANT LOAD OF 77 BUT ONLY ONE MEANS OF   EGRESS, YOU CAN?T REENTER THE BUILDING FOR THE 2ND   MEANS OF EGRESS, PLEASE SHOW COMPLIANCE WITH THE 2017   FBC-B TABLE 1006.2.1 MAXIMUM OCCUPANT LOAD WITH ONE   EXIT.       2A)(2) NEW COMMENT. SHEET 002 PROJECT INFO STATES THERE   IS 90 SEATS ON THE EXTERIOR PATIO, THE LIFE SAFETY   SHEET 1ST FLOOR INDICATES 100 SEATS WHEN YOU COUNT THE   SEATS 110 SEATS ON THE PATIO. WHERE THE 2 PATIO EXITS   ARE IN A GREY BOX AND STATING FUTURE ASSEMBLY   CONCENTRATED, THIS AREA IS PART OF THE EGRESS PATH AND   NOT HAVE OCCUPANTS BLOCKING THE EGRESS PATH. PLEASE   REVIEW: WHERE PERSONS ARE ADMITTED TO THE BUILDING AT   TIMES WHEN SEATS ARE NOT AVAILABLE, SUCH PERSONS SHALL   BE ALLOWED TO WAIT IN A LOBBY OR SIMILAR SPACE,   PROVIDED SUCH LOBBY OR SIMILAR SPACE SHALL NOT ENCROACH   UPON THE MINIMUM WIDTH OR REQUIRED CAPACITY OF THE   MEANS OF EGRESS. 2017 FBC-B 1029.4.       2B) 2ND REQUEST. THE RESPONSE SHEET INDICATES THE   OUTDOOR CANOPY IS TO BE UNDER SEPARATE PERMIT BUT ON   SHEETS 315A, 320A & 321A NOTE # 10 MENTIONS THE OUTDOOR   CANOPY NEW FIXED FABRIC SHED AWNING AND SHOP DRAWINGS   TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED   ENGINEER. NOWHERE DOES THE STATEMENT ON ANY OF THE   PLANS INDICATE UNDER SEPARATE PERMIT.   1ST ROUND OF COMMENTS. IS THE COVERED OUTDOOR PERMIT   SUPPOSED TO BE PART OF THIS PERMIT PACKAGE OR UNDER A   SEPARATE PACKAGE. THERE IS NO DESIGN INFORMATION FOR   THIS PORTION OF WORK. IS THE SAME CONTRACTOR FOR THE   BUILDING AS THE COVERED OUTDOOR DINING AREA. 107.2.1.2.   ADDITIONAL INFORMATION REQUIRED.       2C) 2ND REQUEST. THE RESPONSE SHEET INDICATES THE   OUTDOOR CANOPY IS TO BE UNDER SEPARATE PERMIT BUT ON   SHEETS 320A & 321A NOTE # 10 MENTIONS THE OUTDOOR   CANOPY NEW FIXED FABRIC SHED AWNING AND SHOP DRAWINGS   TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED   ENGINEER. NOWHERE DOES THE STATEMENT ON ANY OF THE   PLANS INDICATE UNDER SEPARATE PERMIT.   1ST ROUND OF COMMENTS. THE COVERED OUTDOOR DINING AREA.   THERE IS NO INFORMATION FOR THIS AREA OF WORK. WILL   THERE BE PLASTIC WIND BREAKS ADDED TO THE CANOPY FOR   RAIN AND HEAT IN THE WINTER? 107.2.1.2. ADDITIONAL   INFORMATION REQUIRED.       2D) COMPLIED. MEZZANINE LEVEL IS 1/3RD THE FLOOR AREA   ALLOWED BY SECTION 505.2.1       2E) 2ND REQUEST. THE PLANS LIFE SAFETY 1ST FLOOR AND   MEZZANINE LEVEL STATE YES FIRE EXTINGUISHERS ON THE   PLAN BUT DO NOT PLACE THEM IN THE BUILDING SHOWING CODE   COMPLIANCE.   2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION 107.2.1. W.P.B.   ADMINISTRATIVE CODE/2017. CONSTRUCTION DOCUMENTS SHALL   BE SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE   AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT   IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND   RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS   DETERMINED BY THE BUILDING OFFICIAL.   1ST ROUND OF COMMENTS. THE PLANS UNDER THE HEADING OF   FIRE PROTECTION SYSTEMS ALSO INDICATES PORTABLE FIRE   EXTINGUISHERS BUT NONE ARE SHOWN ON THE FLOOR PLAN OR   COMPLIANCE WITH 2017 FBC-B 906.1.       2F) NEW COMMENT. THE 1ST FLOOR LIFE SAFETY PLAN SHOWS 1   ACCESSIBLE SEAT AT WHAT APPEARS TO BE THE BAR, PLEASE   SHOW COMPLIANCE WITH THE 2017 FBC-ACCESSIBLITY CODE   SECTION. 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND   WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES   MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.       2G) NEW COMMENT. THE 1ST FLOOR PLAN HAS A TOTAL OF 153   SEATS ON THE 1ST FLOOR. 153 XO.O5= 7.65 OR 8 ACCESSIBLE   SEATS REQUIRED. THE PLAN ONLY SHOWS 6 PLEASE UPDATE THE   PLANS. 2017 ACCESSIBILITY CODE 226.1 WHERE DINING   SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR   DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND   STANDING SPACES AT THE DINING SURFACES SHALL COMPLY   WITH 902.       3) SHEET LS 2 THE MEZZANINE PLAN.       3A-B) COMPLIED.       4) COMPLIED. ROOF HATCH 16 SQ. FT. OF OPENING.       5-7) COMPLIED.       8) 2ND REQUEST. PERMIT 19051529 IF THIS PERMIT IS FOR   THE SCREENING PROPERTY LINE WALL OR IS IT FOR SCREENING   WALL ON THE ROOF TOP FOR THE A/C UNITS. THE RESPONSE   COMMENTS SOUND AS IF IT IS FOR THE ROOF TOP SCREENING   OF THE A/C EQUIPMENT WHICH WOULD BE PART OF THE MAIN   BUILDING PERMIT? A SEPARATE PERMIT IS REQUIRED FOR PLAN   SHEET A326 TRASH ENCLOSURE AND PRECAST CONCRETE WALL   SYSTEM. 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.       9) PROVISO: SHEET 328 A ROOF DETAILS, DETAIL 3. 2017   FBC-B TABLE 1510.10. BOTTOM OF HORIZONTAL FRAMING   MEMBER ALLOWS FOR THE WIDTH OF THE A/C UNIT TO BE 24   -36 INCHES WIDE.       10) COMPLIED.       11) COMPLIED, ASCE 7-10.       12) 2ND REQUEST. SHEET 400S. S1 UNDER THE HEADING OF   SHALLOW FOUNDATION MENTIONS A SOILS REPORT BY   GEOTECHNICAL MATERIAL TESTING INSPECTION SERVICES DATED   01/18/2018, PLEASE SUBMIT THE REPORT FOR ITS FINDINGS.   2017 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE   CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL   IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO   THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING   OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A   GEOTECHNICAL INVESTIGATION BE CONDUCTED.   PLEASE SUBMIT EITHER IF IN PAPER AN ORIGINAL SIGNED AND   SEALED REPORT. IF ELECTRONICALLY THE REPORT WILL NEED   TO BE SIGNED AND SEALED ELECTRONICALLY.       13) PROVISO: THIS PROJECT HAS BOLTED STEEL CONNECTIONS   AS WELL AS WELDED STEEL CONNECTIONS. THE CONTRACTOR IS   REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &   WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN   ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF   INSPECTION. IN ACCORDANCE WITH THE AMERICAN WELDING   SOCIETY.   2017 FBC-B 2204.1 WELDING   2017 FBC-B 2204.2 BOLTING.   IF THERE IS ANY QUESTIONS IN REGARDS TO THESE   REQUIREMENTS PLEASE CONTACT THE CHIEF BUILDING   INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.       14) PROVISO/ DEFERRED SUBMITTALS. 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, EFIS   SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP   VENTILATORS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS       15A) PROVISO/ DEFERRED SUBMITTALS. W. P. B. 107.3.4.1   PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED   BY THE DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN   WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL   FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE   ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING   ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..       15B) PROVISO/ DEFERRED SUBMITTALS. 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.       15C)PROVISO: 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.       16) PROVISO/ DEFERRED SUBMITTALS. PLEASE IDENTIFY ON   THE PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF   RECORD AND BEFORE SUBMISSION TO THE BUILDING   DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE   IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,   MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED   INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE   PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1   INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN   ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.   FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH   INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM   LOADS AND SPACING USED IN THE TESTS.       17A) PROVISO/ DEFERRED SUBMITTALS. ROOFING PRODUCT   APPROVALS: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL   ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR   ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,   IF ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.   FASTENER DENSITIES SHALL BE INCREASED FOR BOTH   INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE   WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION   PREPARED, SIGNED AND   SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR   REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &   CLADDING.       17B) PROVISO/ DEFERRED SUBMITTALS. 107.2.1.2 FOR ROOF   ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION   DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE   TYPE OF ROOFING SYSTEM, MATERIALS, VENTING, FASTENING   REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE   RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT   EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE   WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE.       18) 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.       19) 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, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL     Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2019-07-23 Cont ID   Sent By jwitmer Date 2019-07-23 Time 07:50 Rev Time 0.00 Received By jwitmer Date 2019-07-22 Time 07:58 Sent To   Notes 2019-07-23 07:49:55 2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 19051525   ADD: 719 N. SAPODILLA AVE.   CONT: TBD/ TO BE DETERMINED   TEL: NONE   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION.       2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW   CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES   SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA   BUILDING CODE, BUILDING.       1ST REVIEW   DATE: MONDAY JULY 22/2019   ACTION: DENIED       1) SHEET G DRAWING INDEX & PROJECT INFO:       1A) PLEASE NOTE THE DRAWING INDEX THERE SHOULD BE A   SURVEY SHEET 005G BETWEEN SHEET 004 G STANDARD   ABBREVIATIONS & SYMBOLS SHEET AND CIVIL COVER SHEET   100C. MISSING DOCUMENT. 107.2.1.2 ADDITIONAL   INFORMATION IS REQUIRED.       1B) WHEN VIEWING THIS PROJECT IN THE PALM BEACH COUNTY   PROPERTY APPRAISERS WEBSITE THE PROJECT COMPRISES OF 2   LOTS 719 AND 713 N. SAPODILLA AVE. PLEASE NOTE WITHOUT   A UNITY OF TITLE THE CANOPY CANNOT BE BUILT SINCE IT   PASSES OVER PROPERTY LINES OF 2 ADJOINING LOTS.   CREATION OR EXTENSION OF NONCONFORMITY. 2017 EXISTING   BUILDING CODE LEVEL II 701.3 COMPLIANCE. ALL NEW   CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES   SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA   BUILDING CODE, BUILDING. CREATION OR EXTENSION OF   NONCONFORMITY. ALL NEW WORK, RE-CONFIGURATION SHALL NOT   CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING   BUILDING TO WHICH THE RE-CONFIGURATION OF SPACE IS   BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL   STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY   OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS.       UNITY OF TITLE. / UNITY OF CONTROL (2) DIFFERENT   OWNERS/ QUICK CLAIM DEED   THE PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL   BOUNDARY LINES BETWEEN THE LOTS WHICH COMBINE TO FORM   'THE SITE'. A 'UNITY OF TITLE' SHALL BE   RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A COPY OF THE   RECORDED 'UNITY OF TITLE' DOCUMENT SO THAT FBC TABLE   601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED NOT   APPLICABLE.   SEE WEBSITE FOR APPLICATION:   HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP   "APPLICATION FOR UNITY OF TITLE"   HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45   -38-UNITYOFTITLE3.PDF   VINCENT J NOEL   SURVEYOR/REAL ESTATE SUPERVISOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET   WEST PALM BEACH, FL 33401   PHONE: 494-1040 EXT: 1096   FAX: 494-1116   E-MAIL: [email protected]   OR   MANUEL JULIAN GONZALEZ   ENGINEERING PROJECT COORDINATOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1085   FAX: (561) 494-1116   MOBILE: (561) 644-7301   EMAIL: [email protected]   WWW.WPB.ORG/ENGINEERING       1C) UNDER THE SCOPE OF WORK THE PLANS STATE THAT THIS   PROJECT IS THE RECONSTRUCTION OF A HISTORIC BUILDING,   BUT THERE IS NO EXPLANATION AS TO WHAT EXEMPTIONS YOU   ARE TAKING FOR A HISTORIC BUILDING. 107.2.1.2.   ADDITIONAL INFORMATION IS REQUIRED.       1D) PLEASE NOTE THE TABLE SHOWING THE OCCUPANT LOAD FOR   THE BUILDING AS A TOTAL 145 OCCUPANTS. PLEASE NOTE THAT   THE COVERED OUTDOOR PATIO IS ALREADY OUTSIDE OF THE   BUILDING AND A SEPARATE COUNT SHOULD BE TAKEN FOR THIS   OUTDOOR SEATING. A SEPARATE PERMIT SHOULD BE APPLIED   FOR THE CANOPY. PLEASE ALSO NOTE THE OCCUPANT LOAD   UNDER THE OUTDOOR CANOPY IS STATED AT 77 REQUIRING 2   EXITS.   PLEASE NOTE THE CURRENT EXIT FROM THE PATIO EXITS ONTO   THE GRASS, NOT AN ACCESSIBLE EXIT. 2017   FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF EGRESS   SHALL COMPLY WITH SECTION 1003.2.13 OF THE   INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001   SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL   BUILDING CODE (2003 EDITION).       2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS   IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY   ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE   SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.       1E) SHEET 002 G THE DRAWING INDEX & PROJECT INFO SHEET   UNDER THE HEADING OF FIRE PROTECTION THE PLAN INDICATES   NO FIRE SPRINKLERS FOR THIS PROJECT WHEREAS ON SHEET   404S-S2.2 THE ROOF FRAMING PLAN ROOF NOTE 2 INDICATES   THE JOIST DELEGATE ENGINEER SHALL COORDINATE W/ FIRE   SPRINKLER PLAN FOR THE SPRINKLER LOCATIONS AND LOADS TO   BE SUPPORTED BY THE JOIST. DISCREPANCY IN PLANS.   107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.       2) LIFE SAFETY SHEET LS1:   2A) WITHIN THE BUILDING THE PLANS SHOW 2 REQUIRED   EXITS. UNDER THE COVERED OUTDOOR PATIO THE WITH AN   OCCUPANT LOAD OF 77 BUT ONLY ONE MEANS OF EGRESS, YOU   CAN?T REENTER THE BUILDING FOR THE 2ND MEANS OF EGRESS,   PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B TABLE   1006.2.1 MAXIMUM OCCUPANT LOAD WITH ONE EXIT.       2B) IS THE COVERED OUTDOOR PERMIT SUPPOSED TO BE PART   OF THIS PERMIT PACKAGE OR UNDER A SEPARATE PACKAGE.   THERE IS NO DESIGN INFORMATION FOR THIS PORTION OF   WORK. IS THE SAME CONTRACTOR FOR THE BUILDING AS THE   COVERED OUTDOOR DINING AREA. 107.2.1.2. ADDITIONAL   INFORMATION REQUIRED.       2C) THE COVERED OUTDOOR DINING AREA. THERE IS NO   INFORMATION FOR THIS AREA OF WORK. WILL THERE BE   PLASTIC WIND BREAKS ADDED TO THE CANOPY FOR RAIN AND   HEAT IN THE WINTER? 107.2.1.2. ADDITIONAL INFORMATION   REQUIRED.       2D) FIRST FLOOR COMMERCIAL KITCHEN AND LEASE SPACE   INSIDE WALL LINE IS APPROXIMATELY 1,328.5 SQ. FT. IT   APPEARS THE MEZZANINE LEVEL IS OVER THE ALLOWABLE 1/3RD   THE FLOOR AREA ALLOWED BY SECTION 505.2.1 AREA   LIMITATION OF THE 2017 FBC-B. THE AGGREGATE AREA OF A   MEZZANINE OR MEZZANINES WITHIN A ROOM SHALL BE NOT   GREATER THAN ONE-THIRD OF THE FLOOR AREA OF THAT ROOM   OR SPACE IN WHICH THEY ARE LOCATED. THE ENCLOSED   PORTION OF A ROOM SHALL NOT BE INCLUDED IN A   DETERMINATION OF THE FLOOR AREA OF THE ROOM IN WHICH   THE MEZZANINE IS LOCATED.   THE 1,362.5 SQ. FT. AREA OF THE 1ST FLOOR MINUS 118 SQ.   FT. (RESTROOMS) OR 1,244.5/ 3 = 414.66 ALLOWABLE AREA   FOR THE MEZZANINE. THE AREA OF THE MEZZANINE WALLS   INCLUDED IS APPROX. 492 SQ. FT. OR 78 SQ. FT. OVER THE   ALLOWABLE AREA. THERE IS ALSO AN AREA OF CONCERN WHAT   APPEARS TO BE JANITORS CLOSET THAT WAS NOT INCLUDED IN   THE REDUCTION FACTOR.       2E) THE PLANS UNDER THE HEADING OF FIRE PROTECTION   SYSTEMS ALSO INDICATES PORTABLE FIRE EXTINGUISHERS BUT   NONE ARE SHOWN ON THE FLOOR PLAN OR COMPLIANCE WITH   2017 FBC-B 906.1.       3) SHEET LS 2 THE 2ND FLOOR (MEZZANINE) PLAN.       3A) THIS PLAN SHOWS AN ASSEMBLY OCCUPANCY WITH AN   OCCUPANT LOAD OF 30 OCCUPANTS. PLEASE PROVIDE   COMPLIANCE WITH THE 2017 EXISTING BUILDING CODE SECTION   1006.1. ACCESSIBILITY IN PORTIONS OF THE BUILDING   UNDERGOING A CHANGE OF OCCUPANCY CLASSIFICATION SHALL   COMPLY WITH THE PROVISIONS OF THE:   FBC- ACCESSIBILITY CODE 201.1.1 VERTICAL ACCESSIBILITY.   SECTIONS 553.501-553.513, F.S., AND THE ADA STANDARDS   FOR ACCESSIBLE DESIGN DO NOT RELIEVE THE OWNER OF ANY   BUILDING, STRUCTURE OR FACILITY GOVERNED BY THOSE   SECTIONS FROM THE DUTY TO PROVIDE VERTICAL   ACCESSIBILITY TO ALL LEVELS ABOVE AND BELOW THE   OCCUPIABLE GRADE LEVEL REGARDLESS OF WHETHER THE   STANDARDS REQUIRE AN ELEVATOR TO BE INSTALLED IN SUCH   BUILDING, STRUCTURE OR FACILITY.   FLORIDA VERTICAL ACCESSIBILITY REQUIRES ALL LEVELS IN   ALL NEW BUILDINGS, STRUCTURES AND FACILITIES AND ALL   ALTERED AREAS OF EXISTING BUILDINGS, STRUCTURES AND   FACILITIES TO BE ACCESSIBLE TO PERSONS WITH   DISABILITIES. ALL NEW AND ALTERED AREAS MUST COMPLY   WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN INCLUDING   REQUIREMENTS FOR ACCESSIBLE ROUTES. WHERE THE ADA   STANDARDS DO NOT REQUIRE AN ACCESSIBLE ROUTE TO EACH   AND EVERY LEVEL, THE FLORIDA REQUIREMENT MAY BE WAIVED   DOWN TO THE REQUIREMENT OF THE ADA STANDARDS.       SEE ACCESSIBILITY CODE SECTION 408.1.   LIMITED-USE/LIMITED-APPLICATION ELEVATORS SHALL COMPLY   WITH 408 AND WITH ASME A17. THEY SHALL BE PASSENGER   ELEVATORS AS CLASSIFIED BY ASME A17.1. ELEVATOR   OPERATION SHALL BE AUTOMATIC.       3B)HANDRAIL/ GUARDRAIL COMPLIED SHEET 327 A DETAIL   SHEET.       4) BOTH SHEETS A 2ND FLOOR REFLECTED CEILING PLAN & A   PROPOSED ROOF PLAN AND SHEET 329 ROOF DETAILS, DETAIL 2   SHOW ROOF TOP ACCESS WITH A ROOF HATCH. PLEASE REVIEW   ROOF TOP HATCH SIZE REQUIREMENTS UNDER 2017 FBC-B   1011.12.2 ROOF ACCESS.   EXCEPTION: IN BUILDINGS WITHOUT AN OCCUPIED ROOF,   ACCESS TO THE ROOF SHALL BE PERMITTED TO BE A ROOF   HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE FEET IN AREA   AND HAVING A MINIMUM DIMENSION OF 2 FEET.       5) THE 2ND FLOOR PLAN DOES NOT SHOW ANY OF THE PROPOSED   CHASES FOR THE FUTURE KITCHEN EQUIPMENT ON THE   ARCHITECTURAL SHEET THAT ARE SHOWN ON THE M1.02 2ND   FLOOR PLAN. PLEASE ALSO NOTE THE S2.1 ALSO IS MISSING   THE BLOCK OUTS IN THE NEW 2ND FLOOR SLAB. 107.2.1.2   ADDITIONAL INFORMATION REQUIRED ON THE A & S SHEETS.       6) STRUCTURAL SHEETS INDICATE THE STAIRS TO THE 2ND   FLOOR ARE TO BE DESIGNED BY A SPECIALTY ENGINEER.   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.       7) THE ARCHITECTURAL SHEET A STAIR PLAN DOES NOT   PROVIDE A VERTICAL SECTION OF THE STAIRS. IT IS NOT   CLEAR IF THE UNDER THE STAIR WAY WHAT OCCURS, NO   STORAGE. FBC-B 1011.7.3. ENCLOSURES UNDER INTERIOR   STAIRWAYS. ALSO LOOK AT THE ACCESS. CODE 307.4 VERTICAL   CLEARANCES AND FIGURE 307.4.       8) THE SUBMITTED PLAN A DETAILS SHOW A TRASH ENCLOSURE   AND PRECAST CONCRETE WALL SYSTEM. THESE ITEMS WILL   REQUIRE A SEPARATE PERMIT, NOT PART OF THIS REVIEW VOID   DETAILS. DETAILS INDICATE SCREEN WALL DESIGN INDICATE   THE DEPTH AND DIAMETER OF FOUNDATION TO BE DETERMINED.       9) SHEET 328 A ROOF DETAILS, DETAIL 3 WILL NEED TO   COMPLY WITH THE HEIGHT REQUIREMENTS FOR ROOF TOP   EQUIPMENT SEE THE 2017 FBC-B TABLE 15.10 CLEARANCE   BELOW RAISED ROOF MOUNTED MECHANICAL UNITS.       10) SHEET 317A PROPOSED ROOF PLAN NOTE # 12 DOES NOT   MATCH THE DETAIL SHEET 329A ROOF DETAILS. SHEET 317A   NOTE # 12 INDICATES A PROPOSED 4 FOOT HIGH LOUVERED   ROOF TOP EQUIPMENT SCREEN: WILLARD SHUTTER CO.   ECONOSPAN 45 DEGREES PITCHED LOUVER. G. C. TO PROVIDE   SHOP DRAWINGS. DISCREPANCY IN NOTE 12 VERSUS THE   DETAILS ON SHEET A317. 107.2.1.2. ADDITIONAL   INFORMATION IS REQUIRED, DISCREPANCY IN PLANS.   FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC..       11) SHEET 401SS1.1. THE WALL PRESSURE CHART IN VASD AND   KD= 0.85, MEAN ROOF HEIGHT OF 21 FEET(USING 20 FOOT   MEAN ROOF HEIGHT FROM CHARTS), NO 3 FOOT PARAPET, THE   OPENING PRESSURES ARE BETWEEN 2.8 TO 3 PSF LOWER THAN   THE ASCE CHARTS AND ENGINEER FRANK BONNARD?S CHARTS.   YOUR RANGE OF OPENING SIZES ALSO DOES NOT LINE UP TO   THE ASCE CHARTS EITHER. YOU START AT 0-19 SQ. FT. OF   TRIBUTARY OR EFFECTIVE WIND AREA DEPENDING ON IF YOU   ARE USING THE ASCE OR CHART IN 1609 OF THE FBC-B CODE   BOOK WHERE THESE CHARTS ARE STARTING AT 10 FEET. PLEASE   PROVIDE WHY YOUR PRESSURES ARE LOWER? ROOF PRESSURES ON   SHEET 400 S.S1 PRESSURES ARE GOOD.       12) SHEET 400S. S1 UNDER THE HEADING OF SHALLOW   FOUNDATION MENTIONS A SOILS REPORT BY GEOTECHNICAL   MATERIAL TESTING INSPECTION SERVICES DATED 01/18/2018,   PLEASE SUBMIT THE REPORT FOR ITS FINDINGS.   2017 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE   CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL   IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO   THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING   OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A   GEOTECHNICAL INVESTIGATION BE CONDUCTED.   PLEASE SUBMIT EITHER IF IN PAPER AN ORIGINAL SIGNED AND   SEALED REPORT. IF ELECTRONICALLY THE REPORT WILL NEED   TO BE SIGNED AND SEALED ELECTRONICALLY.       13) THIS PROJECT HAS BOLTED STEEL CONNECTIONS AS WELL   AS WELDED STEEL CONNECTIONS. THE CONTRACTOR IS REQUIRED   TO PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER   OPERATOR PERFORMANCE QUALIFICATION RECORDS IN   ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF   INSPECTION. IN ACCORDANCE WITH THE AMERICAN WELDING   SOCIETY.   2017 FBC-B 2204.1 WELDING   2017 FBC-B 2204.2 BOLTING.   IF THERE IS ANY QUESTIONS IN REGARDS TO THESE   REQUIREMENTS PLEASE CONTACT THE CHIEF BUILDING   INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.       14) 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, EFIS   SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP   VENTILATORS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS       15A) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE   PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03   SHALL BE REVIEWED AND APPROVED IN WRITING BY THE   DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE   ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING   ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..       15B) 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.       15C) 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.       16) PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE   SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION   TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH   GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,   TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED   OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND   ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B   1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE   INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S   INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE   PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED   BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.       17A) ROOFING PRODUCT APPROVALS: FOR ALL ROOFING   PRODUCTS PLEASE IDENTIFY ALL ROOFING SUB-SYSTEMS AND   THEIR ASSOCIATED PRESSURES FOR ROOF ZONE # 1. REVIEW   THE PRODUCT APPROVAL LIMITATIONS, IF ENHANCED FASTENING   IS ALLOWED FOR ROOF ZONES 2 & 3. FASTENER DENSITIES   SHALL BE INCREASED FOR BOTH INSULATION & THE BASE SHEET   AS CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION   STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND   SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR   REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &   CLADDING.       17B) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE   CODE, THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE,   DESCRIBE AND DELINEATE THE TYPE OF ROOFING SYSTEM,   MATERIALS, VENTING, FASTENING REQUIREMENTS, FLASHING   REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE   REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND   INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND   CRITERIA REQUIRED FOR THE SPECIFIC SITE.       18) 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.       19) 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, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL     Review Stop E ELECTRICAL Rev No 4 Status P Date 2022-04-27 Cont ID   Sent By mpeterso Date 2022-04-27 Time 13:49 Rev Time 0.00 Received By mpeterso Date 2022-04-27 Time 13:45 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 3 Status P Date 2022-01-10 Cont ID   Sent By jleahy Date 2022-01-10 Time 14:28 Rev Time 0.00 Received By jleahy Date 2022-01-10 Time 14:21 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 2 Status P Date 2019-12-26 Cont ID   Sent By jpearson Date 2019-12-26 Time 09:11 Rev Time 0.00 Received By jpearson Date 2019-12-26 Time 09:11 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 1 Status P Date 2019-07-23 Cont ID   Sent By jleahy Date 2019-07-23 Time 14:38 Rev Time 0.00 Received By jleahy Date 2019-07-23 Time 14:38 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 5 Status P Date 2022-04-11 Cont ID   Sent By cwalker Date 2022-04-11 Time   Rev Time 0.00 Received By cwalker Date   Time   Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 4 Status P Date 2021-12-15 Cont ID   Sent By cwalker Date 2021-12-15 Time   Rev Time 0.00 Received By cwalker Date   Time   Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status P Date 2020-03-02 Cont ID   Sent By pleduc Date 2020-03-02 Time   Rev Time 0.00 Received By pleduc Date 2020-03-02 Time 13:06 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status P Date 2019-12-16 Cont ID   Sent By pleduc Date 2019-12-16 Time   Rev Time 0.00 Received By pleduc Date 2019-12-16 Time 12:50 Sent To   Notes 2019-12-16 13:20:55 THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,   FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:       PLEASE CONSIDER THE FOLLOWING AS PROVISO:       THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED   AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE   PROVISO COMMENTS WILL RESULT IN A FAILED FIRE   INSPECTION.           1) THE RECONSTURCTION OF THE ROOF SYSTEM INDICATES   LIGHT-FRAMET TRUSS TYPE.           PER FLORIDA 69A-60.0081; NOTICE SIGNAGE IS REQUIRED FOR   STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE CONSTRUCTION.   ANY COMMERCIAL, INDUSTRIAL, OR ANY MULTIUNIT   RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE WHICH USES   HORIZONTAL OR VERTICAL LIGHT-FRAME TRUSS-TYPE   CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH A   MALTESE CROSS SIGN MEASURING 8 INCHES HORIZONTALLY AND   8 INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR.   THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO   THE LEFT OF THE MAIN ENTRY DOOR.   1. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE   MARKED WITH THE LETTER "R".   2. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS   SHALL BE MARKED WITH THE LETTER "F".   3. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF   SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".       PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected]     Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status P Date 2019-07-05 Cont ID   Sent By pleduc Date 2019-07-05 Time   Rev Time 0.00 Received By pleduc Date 2019-07-05 Time 13:29 Sent To   Notes 2019-07-05 14:55:12 THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,   FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:       PLEASE CONSIDER THE FOLLOWING AS PROVISO:       THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED   AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE   PROVISO COMMENTS WILL RESULT IN A FAILED FIRE   INSPECTION.           1) THE RECONSTURCTION OF THE ROOF SYSTEM INDICATES   LIGHT-FRAMET TRUSS TYPE.           PER FLORIDA 69A-60.0081; NOTICE SIGNAGE IS REQUIRED FOR   STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE CONSTRUCTION.   ANY COMMERCIAL, INDUSTRIAL, OR ANY MULTIUNIT   RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE WHICH USES   HORIZONTAL OR VERTICAL LIGHT-FRAME TRUSS-TYPE   CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH A   MALTESE CROSS SIGN MEASURING 8 INCHES HORIZONTALLY AND   8 INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR.   THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO   THE LEFT OF THE MAIN ENTRY DOOR.   1. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE   MARKED WITH THE LETTER "R".   2. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS   SHALL BE MARKED WITH THE LETTER "F".   3. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF   SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".       PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected]         Review Stop G GAS REVIEW Rev No 3 Status P Date 2022-06-13 Cont ID   Sent By ccole Date 2022-06-13 Time 13:42 Rev Time 0.00 Received By ccole Date 2022-06-13 Time 12:23 Sent To   Notes ***NONE*** Review Stop G GAS REVIEW Rev No 2 Status F Date 2022-04-19 Cont ID   Sent By ccole Date 2022-04-19 Time 14:03 Rev Time 0.00 Received By ccole Date 2022-04-19 Time 11:16 Sent To   Notes 2022-04-19 14:04:12 2ND REVIEW FBC-2020 FUEL GAS   PERMIT-19051525   4/19/22       CODES IN EFFECT:   FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020   FBC B- FLORIDA BUILDING CODE 7TH EDITION 2020   FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION   2020   FBC EX- FLORIDA EXISTING BUILDING CODE 7TH EDITION 2020   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC       PLAN REVIEW RESULTS: DENIED. COMMENT #2 FROM THE 1ST   REVIEW PRINTED BELOW WAS NOT ADDRESSED. PLEASE PROVIDE   THE SUBMITTALS OR INDICATE THEY WILL BE DEFERRED PER   SEC 107.4.1 WPB.       2) P301: SUBMIT MANUFACTURER?S SPECIFICATIONS FOR THE   COOKING APPLIANCES MARKED OR HIGHLIGHTED TO SHOW THE   BTU LOADS AND THE INPUT PRESSURES- SEC. 623.1 FBC FG.   PLEASE NOTE THAT REGULATORS MAY BE REQUIRED AT EACH   APPLIANCE BASED ON INPUT PRESSURE RATINGS- SECTION   410.2 FBC FG. PLEASE REVIEW THE SPECS AND SHOW   REGULATORS AND INPUT/OUTPUT PRESSURES WHERE REQUIRED.       WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM.       CHRISTOPHER L. COLE   MECHANICAL/PLUMBING PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]     Review Stop G GAS REVIEW Rev No 1 Status F Date 2021-12-17 Cont ID   Sent By ccole Date 2021-12-17 Time 11:17 Rev Time 0.00 Received By ccole Date 2021-12-16 Time 16:48 Sent To   Notes 2021-12-17 11:18:09 1ST REVIEW FBC-2020 FUEL GAS   PERMIT-19051525   12/16/21       CODES IN EFFECT:   FBC FG- FLORIDA FUEL GAS CODE 7TH EDITION 2020   FBC B- FLORIDA BUILDING CODE 7TH EDITION 2020   FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION   2020   FBC EX- FLORIDA EXISTING BUILDING CODE 7TH EDITION 2020   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC       PLAN REVIEW RESULTS: DENIED.       1) SHEET P301: PROVIDE COMBUSTION AIR CALCULATIONS FOR   THE COOKING APPLIANCES AND INDICATE HOW THE AIR WILL BE   PROVIDED- SECTION 304.1 FBC FG.       2) P301: SUBMIT MANUFACTURER?S SPECIFICATIONS FOR THE   COOKING APPLIANCES MARKED OR HIGHLIGHTED TO SHOW THE   BTU LOADS AND THE INPUT PRESSURES- SEC. 623.1 FBC FG.   PLEASE NOTE THAT REGULATORS MAY BE REQUIRED AT EACH   APPLIANCE BASED ON INPUT PRESSURE RATINGS- SECTION   410.2 FBC FG. PLEASE REVIEW THE SPECS AND SHOW   REGULATORS AND INPUT/OUTPUT PRESSURES WHERE REQUIRED.       WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM.       CHRISTOPHER L. COLE   MECHANICAL/PLUMBING PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]     Review Stop HIST HISTORICAL Rev No 5 Status P Date 2022-05-04 Cont ID   Sent By amhamilt Date 2022-05-04 Time 11:54 Rev Time 0.00 Received By amhamilt Date 2022-05-04 Time 11:54 Sent To   Notes ***NONE*** Review Stop HIST HISTORICAL Rev No 4 Status P Date 2020-07-06 Cont ID   Sent By fmittner Date 2020-07-06 Time 15:55 Rev Time 0.00 Received By fmittner Date 2020-07-06 Time 15:55 Sent To   Notes ***NONE*** Review Stop HIST HISTORICAL Rev No 3 Status P Date 2020-03-12 Cont ID   Sent By fmittner Date 2020-03-12 Time 13:35 Rev Time 0.00 Received By fmittner Date 2020-03-12 Time 13:35 Sent To   Notes 2020-03-12 13:35:21 DMP TO DO ZONING REVIEW. Review Stop HIST HISTORICAL Rev No 2 Status P Date 2019-12-23 Cont ID   Sent By fmittner Date 2019-12-23 Time 12:33 Rev Time 0.00 Received By fmittner Date 2019-12-23 Time 12:33 Sent To   Notes ***NONE*** Review Stop HIST HISTORICAL Rev No 1 Status P Date 2019-07-15 Cont ID   Sent By fmittner Date 2019-07-15 Time 14:55 Rev Time 0.00 Received By fmittner Date 2019-07-15 Time 14:55 Sent To Z Notes 2019-07-15 14:55:28 DMP TO COMPLETE ZONING REVIEW Review Stop I INCOMING/PROCESSING Rev No 7 Status N Date   Cont ID   Sent By   Date 2022-06-28 Time   Rev Time 0.00 Received By lmarchan Date 2022-06-08 Time 13:37 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 6 Status N Date 2022-06-08 Cont ID   Sent By lmarchan Date 2022-06-08 Time 11:13 Rev Time 0.00 Received By lmarchan Date 2022-04-10 Time 09:06 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2022-01-11 Cont ID   Sent By lmarchan Date 2022-01-11 Time 09:19 Rev Time 0.00 Received By lmarchan Date 2021-12-09 Time 10:19 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2020-07-09 Cont ID   Sent By lmarchan Date 2020-07-09 Time 11:26 Rev Time 0.00 Received By lmarchan Date 2020-07-01 Time 16:41 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2020-03-26 Cont ID   Sent By cpuell Date 2020-03-26 Time 09:28 Rev Time 0.00 Received By cpuell Date 2020-02-28 Time 13:48 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2020-01-13 Cont ID   Sent By lmarchan Date 2020-01-13 Time 10:16 Rev Time 0.00 Received By lmarchan Date 2019-12-12 Time 07:43 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2019-08-01 Cont ID   Sent By shill Date 2019-08-01 Time 15:10 Rev Time 0.00 Received By shill Date 2019-07-01 Time 11:43 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status P Date 2022-05-10 Cont ID   Sent By lmarchan Date 2022-05-10 Time 12:18 Rev Time 0.00 Received By lmarchan Date 2020-07-09 Time 11:26 Sent To   Notes 2022-05-09 17:02:09 RECEIPT MU-2020-029346 - $20,176.53 PAID 2022-01-10 14:33:15 IMPACT OFFICE WILL NEED TO BE NOTIFIED TO RE-REVIEW FOR   IMPACT FEES DUE TO CHANGES ON PLANS. LEM 2020-07-09 11:26:42 7/9/20 EMAILED IMPACT OFFICE FOR REVIEW. LEM Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2019-07-23 Cont ID   Sent By jwitmer Date 2019-07-23 Time 07:47 Rev Time 0.00 Received By jwitmer Date 2019-07-22 Time 07:58 Sent To   Notes 2019-07-23 07:47:43 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.       JAMES A. WITMER BN, PX, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL 33402   TEL: 561-805-6717   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop M MECHANICAL (A/C) Rev No 5 Status P Date 2022-04-26 Cont ID   Sent By medwards Date 2022-04-26 Time 07:03 Rev Time 0.00 Received By medwards Date 2022-04-26 Time 07:03 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 4 Status F Date 2021-12-16 Cont ID   Sent By medwards Date 2021-12-16 Time 15:43 Rev Time 0.00 Received By medwards Date 2021-12-16 Time 15:43 Sent To   Notes 2021-12-16 15:43:57 1ST REVIEW FBC-2020 MECHANICAL   PERMIT-19051525       CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE   FBC M- FLORIDA MECHANICAL CODE   FBC EC- FLORIDA ENERGY CONSERVATION   FBC FG- FLORIDA FUEL GAS   FBC EX- FLORIDA EXISTING BUILDING CODE   FBC RES- FLORIDA RESIDENTIAL BUILDING CODE   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC       PLAN REVIEW RESULTS: DENIED.       1) THIS NEW SCOPE OF WORK HAS INCREASED THE VALUE OF   THE ORIGINAL PROJECT. PLEASE SUBMIT A NEW PLAN REVIEW   REQUEST FORM SHOWING THE NEW REVISED VALUE OF THIS   PROJECT. FBC 107.2.1       2) NOTHING ABOUT THE HOOD OR THE REFRIGERATION WILL BE   REVIEWED UNDER THIS PERMIT. A SEPARATE PERMIT FOR EACH   WILL BE REQUIRED.       3) SHEET M1.03: THE MEASUREMENT FROM THE HOOD EXHAUST   TERMINATION TO THE MUA INTAKE IS SHOWING A MEASUREMENT   OF 8 FT 7 INCHES, PLEASE SHOW THIS CLEARANCE MEETS THE   10 FEET MINIMUM. FBC M 401.4       4) PLEASE SHOW THE RETURN AIR PATH FROM THE KITCHEN TO   AHU-3. FBC M 601.6       5) PLEASE PROVIDE THE MECHANICAL EQUIPMENT SIZING   CALCULATIONS FOR THE MECHANICAL SYSTEMS. FBC EC   C403.2.1           WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM.       MICHAEL EDWARDS   MECHANICAL EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL. 33401   561-805-6728   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 3 Status P Date 2020-03-17 Cont ID   Sent By ccole Date 2020-03-17 Time 08:12 Rev Time 0.00 Received By ccole Date 2020-03-16 Time 17:00 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2019-12-30 Cont ID   Sent By ccole Date 2019-12-30 Time 08:29 Rev Time 0.00 Received By ccole Date 2019-12-27 Time 15:48 Sent To   Notes 2019-12-30 08:30:26 2ND REVIEW FBC-2017 MECHANICAL   PERMIT #19051525   12/30/19       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 317A & M1.03: BASED ON THE DRAWINGS IT   APPEARS THE NEW SCREENING ON THE ROOF WILL ALSO   FUNCTION AS THE REQUIRED GUARD AT THE ROOF EDGES, AND   SHALL BE IN COMPLIANCE WITH SECTION 1607.8.1 FBC B   HANDRAILS AND GUARDS.       HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A   LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) (0.73   KN/M) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. GLASS   HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH   SECTION 2407.       PLEASE VERIFY THE SCREENING WILL BE IN COMPLIANCE.           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 2019-08-01 Cont ID   Sent By shill Date 2019-08-01 Time 14:58 Rev Time 0.00 Received By shill Date 2019-08-01 Time 14:58 Sent To   Notes 2019-08-01 14:59:25 1ST REVIEW FBC-2017 MECHANICAL   PERMIT #19051525   8/1/2019       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 308LS & M1.01: THE GREASE EXHAUST DUCT SHALL   BE ENCLOSED FROM THE POINT OF PENETRATION AT THE   FLOOR/CEILING ASSEMBLY TO THE OUTLET TERMINAL.   PLEASE CLARIFY WHICH ENCLOSURE METHOD WILL BE USED- A   CONSTRUCTED FIRE-RATED SHAFT,   A LISTED AND LABELED FIELD APPLIED GREASE DUCT WRAP, OR   UL 2221 FACTORY-BUILT GREASE DUCT ASSEMBLY-   SECTIONS 506.3.11, 506.3.11.1, & 506.3.11.3 FBC M.       2) M1.03: VERIFY THAT THERE IS AN EXISTING PARAPET   EXTENDING A MINIMUM OF 42" FROM THE ROOF SURFACE, OR   PROVIDE MINIMUM 42" HIGH GUARDS AT THE ROOF EDGES WHERE   SERVICEABLE EQUIPMENT IS LOCATED WITHIN 10' OF THE ROOF   EDGES- SECTION 304.11 FBC M.       3) M1.03: REFER TO SECTIONS 501.3.1 AND 506.3.13.1 FBC   M AND INDICATE REQUIRED CLEARANCES FOR THE GREASE   EXHAUST TERMINATION OUTLET.       4) PLACE NOTES ON THE PLAN TO INDICATE SEPARATE PERMITS   ARE REQUIRED FOR THE RESTAURANT BUILD-OUT,   THE KITCHEN HOOD, THE FIRE SUPPRESSION SYSTEM, AND   WALK-IN COOLERS AND FREEZERS- SECTION 107.2.1 WPB.       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   BUILDING 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 2022-06-13 Cont ID   Sent By ccole Date 2022-06-13 Time 13:42 Rev Time 0.00 Received By ccole Date 2022-06-13 Time 12:23 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 4 Status F Date 2022-04-19 Cont ID   Sent By ccole Date 2022-04-19 Time 13:25 Rev Time 0.00 Received By ccole Date 2022-04-19 Time 11:16 Sent To   Notes 2022-04-19 13:25:49 2ND REVIEW FBC-2020 PLUMBING   PERMIT- 19051525   4/19/2022       CODES IN EFFECT:   FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020   FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020   FBC EX- FLORIDA EXISTING BUILDING CODE 7TH EDITION 2020   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC       PLAN REVIEW RESULTS: DENIED. FAILED COMMENTS FROM THE   PREVIOUS REVIEW ARE LISTED BELOW TITH ADDITIONAL NOTES   FOR CLARIFICATION.       4) FAILED. P101 & P301: SHOW THE HWR LINE ON THE   PLUMBING FLOOR PLAN AND IN THE ISOMETRIC DRAWING-   SECTION 607.2 FBC P, AND C404.5.1 FBC EC. THE 1/2-INCH   HW WATER LINES TO THE LAVATORIES ARE EXCEEDING THE   MAXIMUM LENGTHS OF 2 FT FROM THE HOT WATER SOURCE TO   THE FIXTURE- REFER TO SECS. C404.5.1 & C404.5.2 FBC EC.       6C) FAILED. P102: PROVIDE PRIMARY AND EMERGENCY SCUPPER   AND DOWN SPOUT SIZES- TABLE 1106.3 & SECS.1106.5,   1108.1 FBC P. PLEASE INCLUDE CONSTRUCTION DETAILS OR   INSTALLATION DETAILS FOR MANUFACTURED PRODUCTS- SEC.   107.2.1 WPB. SCUPPPER DETAILS NOT PROVIDED. PLEASE SEE   SECS. 1503.4.2 & 1503.4.2.1 FBC B.       NEW COMMENT.       1) INDICATE HOW TEMPERED WATER WILL BE DELIVERED FROM   THE LAVATORIES- SEC. 419.5 FBC P.       WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM.       CHRISTOPHER L. COLE   MECHANICAL/PLUMBING PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   CCOLE@WPB     Review Stop P PLUMBING Rev No 3 Status F Date 2021-12-17 Cont ID   Sent By ccole Date 2021-12-17 Time 10:35 Rev Time 0.00 Received By ccole Date 2021-12-16 Time 15:28 Sent To   Notes 2021-12-17 10:37:17 1ST REVIEW FBC-2020 PLUMBING   PERMIT- 19051525   12/17/2021       CODES IN EFFECT:   FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020   FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020   FBC EX- FLORIDA EXISTING BUILDING CODE 7TH EDITION 2020   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC       PLAN REVIEW RESULTS: DENIED.       1) SHEET P101: THE SUBMITTED INCREASED SCOPE OF WORK   INDICATES THE KITCHEN WILL BE INSTALLED. PLEASE REMOVE   THE "FUTURE" LABELS FOR THE PLUMBING FIXTURES AND   APPLIANCES- SECTION 107.2.1 WPB.       2) P101, 338 A: THE HAND SINKS (B04) (K10), AND   DRAINAGE FROM THE ICE MACHINE (B02) AND THE ICE BIN   (B08) SHALL NOT DISCHARGE INTO THE GREASE WASTE LINE   AND GREASE INTERCEPTOR- SECTION 1003.3.1 FBC P. GREASE   INTERCEPTORS SHALL RECEIVE WASTE ONLY FROM FIXTURES AND   EQUIPMENT THAT ALLOW FATS, OIL OR GREASE TO BE   DISCHARGED.       3) P101: PROVIDE A PLUMBING FIXTURE SCHEDULE FOR THE   RESTROOMS- SECTION 107.2.1 WPB. THE ARCHITECTURAL PLANS   APPEAR TO SHOW WATER CLOSETS WITH FLUSH VALVES WHICH   REQUIRE 1-INCH SUPPLY PIPES. THE PLUMBING PLAN AND   ISOMETRIC DRAWING ARE INDICATING 3/4-INCH PIPES- SEE   TABLE 604.5 FBC P.       4) P101 & P301: SHOW THE HWR LINE ON THE PLUMBING FLOOR   PLAN AND IN THE ISOMETRIC DRAWING- SECTION 607.2 FBC P,   AND C404.5.1 FBC EC.       5) P101 & P201: PROVIDE TRAFFIC RATED LIDS FOR THE   GREASE INTERCEPTOR ACCESS OPENINGS, AND THE SAMPLING   PORT- SECTION 305.6 FBC P. PLEASE NOTE THAT SPECS FOR   THE LIDS AND FOR THE GREASE INTERCEPTORS SHALL BE   SUBMITTED UNDER THE REQUIRED SEPARATE GREASE   INTERCEPTOR PERMIT- SECS.105.1 & 107.2.1 WPB.       6) P102- ROOF AND STORM DRAINAGE PLANS ARE INCOMPLETE.   A) INDICATE THE RAINFALL RATE PER SEC. 1106.1 AND   PROVIDE ROOF DRAINAGE CALCULATIONS BASED ON THE RATE-   SECS. 1106.1- 1106.4 FBC P.   B) VERIFY THE ROOF AND DRAINAGE SYSTEM HAS BEEN   DESIGNED IN COMPLIANCE WITH SECTION 1101.7 FOR MAXIMUM   DEPTH OF PONDING WATER AND DEFLECTED STRUCTURAL   ELEMENTS.   C) PROVIDE PRIMARY AND EMERGENCY SCUPPER AND DOWN SPOUT   SIZES- TABLE 1106.3 & SECS.1106.5, 1108.1 FBC P. PLEASE   INCLUDE CONSTRUCTION DETAILS OR INSTALLATION DETAILS   FOR MANUFACTURED PRODUCTS- SEC. 107.2.1 WPB.   D) SHOW THE DOWNSPOUT DISCHARGE LOCATIONS. CLARIFY IF   THE DOWNSPOUTS WILL CONNECT TO AN UNDERGROUND STORM   DRAIN SYSTEM OR BE DISCHARGED TO GRADE. PLEASE PROVIDE   CIVIL DRAWINGS SHOWING STORM DRAINAGE POINTS OF   CONNECTIONS (IF APPLICABLE), OR REFER TO SEC. 1503.7   FBC B AND INDICATE THE DOWNSPOUTS WILL DISCHARGE AT   LEAST 1 FOOT AWAY FROM THE BUILDING SIDE WALL TO   APPROVED LOCATIONS OF DISPOSAL- SEC.1101.2 FBC P.       7) SHEETS 340A-A, 341A-A- FBC ACC COMPLIANCES:   A) SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS   FOR THE WATER CLOSETS- SEC. 604.3.   B) SHOW THE CLEAR FLOOR SPACE DIAGRAMS AND DIMENSIONS   FOR THE LAVATORIES- 606.2.   C) SHOW THE TURNING SPACE DIAMETERS- 304.3.   D) THE DOORS SHALL NOT SWING INTO THE CLEAR FLOOR   SPACES REQUIRED FOR THE WATER CLOSETS- 603.2.3   E) SHOW THE HEIGHTS OF THE WATER CLOSET SEATS FROM THE   FINISHED FLOORS- SECTION 604.4.   F) SHOW THE KNEE AND TOE CLEARANCES FOR THE LAVATORIES-   606.2, AND FIGURES 306.2 & 306.3.       8) SHEETS 315A, 340A-A, 341A-A: PROVIDE THE TYPE OF   FINISH MATERIALS TO BE INSTALLED AT THE WALL SURROUNDS   FOR THE WATER CLOSETS, URINALS, AND SERVICE SINK.   PLEASE NOTE THAT THE MATERIAL SURFACES SHALL BE SMOOTH,   HARD AND NONABSORBENT IN COMPLIANCE WITH SEC. 310.3 FBC   P, AND 1210.2.2 FBC B.       WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM.       CHRISTOPHER L. COLE   MECHANICAL/PLUMBING PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]     Review Stop P PLUMBING Rev No 2 Status P Date 2019-12-31 Cont ID   Sent By gjohnson Date 2019-12-31 Time 16:11 Rev Time 0.00 Received By gjohnson Date 2019-12-30 Time 17:27 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 1 Status F Date 2019-07-24 Cont ID   Sent By gjohnson Date 2019-07-24 Time 14:58 Rev Time 0.00 Received By gjohnson Date 2019-07-23 Time 08:19 Sent To   Notes 2019-07-24 14:58:32 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:       1. THE WATER ISOMETRIC DOES NOT MATCH THE SITE PLAN IT   IS MISSING THE HOSE BIB IN THE TRASH ENCLOSURE PLEASE   CORRECT ISOMETRIC. PER WPB AMEND TO FBC 107.3.5.1.3(13)       2. STORM WATER SHALL NOT DISCHARGE TO THE SANITARY THE   FLOOR DRAIN IN THE TRASH ENCLOSURE SHALL NOT RECEIVE   STORM WATER. WEST PALM BEACH, FLORIDA - CODE OF   ORDINANCES SEC. 90-126(5)       3. THE FLOOR DRAIN IN TRASH ENCLOSURE IS MISSING ON THE   SANITARY ISOMETRIC AND ALSO REQUIRES A TRAP PRIMER. PER   FBC PL 1002.4.1       THE GREASE WASTE SHOULD NOT DISCHARGE THROUGH THE SAND   OIL SEPARATOR UNLESS APPROVED BY SCHIER. 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 SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 8 Status P Date 2022-06-28 Cont ID   Sent By jwitmer Date 2022-06-28 Time 10:36 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 7 Status P Date 2022-06-08 Cont ID   Sent By shill Date 2022-06-08 Time 09:04 Rev Time 0.00 Received By shill Date 2022-06-08 Time 09:04 Sent To   Notes 2022-04-26 07:04:58 MECHANICAL DIGITAL SIGNATURES APPROVED. ME Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 6 Status P Date 2021-12-15 Cont ID   Sent By jwitmer Date 2021-12-15 Time 07:13 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 5 Status P Date 2020-07-02 Cont ID   Sent By jwitmer Date 2020-07-02 Time 09:44 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 4 Status P Date 2020-04-03 Cont ID   Sent By pvalenti Date 2020-04-03 Time 11:41 Rev Time 0.00 Received By pvalenti Date 2020-04-03 Time 11:41 Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 3 Status F Date 2020-04-03 Cont ID   Sent By pvalenti Date 2020-03-03 Time 11:39 Rev Time 0.00 Received By pvalenti Date 2020-03-03 Time 06:05 Sent To   Notes 2020-03-03 06:06:47 ***CORRECTIONS***   PETER E VALENTI   BUILDING PLANS EXAMINER   [email protected]   561-805-6673       FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)   FBC B = FBC BUILDING   FBC EB = FBC EXISTING BUILDING   FBC A = FBC ACCESSIBILITY   FBC EC = FBC ENERGY CONSERVATION   FBC R = FBC RESIDENTIAL   FBC M = FBC MECHANICAL       3RD SIGNATURE REVIEW DENIED:       FBC B 107/FS 471/FAC 61G15-23.004, ALL PLANS AND   ODCUMENTS SUBMITTED DIGITALLY NEED TO BE DIGITALLY   SIGNED/SEALED AND INCLUDE THIRD PARTY VERIFICATION.                 Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 2 Status F Date 2020-01-13 Cont ID   Sent By lmarchan Date 2020-01-13 Time 10:16 Rev Time 0.00 Received By lmarchan Date 2020-01-13 Time 10:16 Sent To   Notes 2019-12-26 09:11:08 ELECTRICAL SHEETS: PER THE WPB AMENDMENTS TO THE FBC,   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. SHEET E1.03 IS NOT DIGITALLY   SIGNED. PROVIDE CORRECTION. WPB FBC 107.1; FS 471/481 Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 1 Status F Date 2019-08-01 Cont ID   Sent By shill Date 2019-08-01 Time 15:10 Rev Time 0.00 Received By shill Date 2019-08-01 Time 15:00 Sent To   Notes 2019-08-01 15:05:51 SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       1. SHEET 002G IS NOT DIGITALLY SIGNED (ARCHITECT);   PAGES ARE SPOT CHECKED, PLEASE VERIFY ALL.       2. DIGITAL SIGNATURE FOR ADAM SWANEY, PE (CIVIL) IS   SELF CERTIFIED; 3RD PARTY REQUIRED PER FAC61G15-23.004.   PLEASE OBTAIN; THIS ISSUE WILL NOT DELAY PERMIT   ISSUANCE.       3. STRUCTURAL PAGES ARE NOT DIGITALLY SIGNED, FS471,   DOCUMENTS PREPARED BY AN ENGINEER AND SUBMITTED FOR   PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED   ORIGINALS.       4. MEP PAGES SIGNATURE OK.                         Review Stop Z ZONING Rev No 6 Status P Date 2022-06-10 Cont ID   Sent By ckimmerl Date 2022-06-10 Time 14:48 Rev Time 0.00 Received By ckimmerl Date 2022-06-10 Time 14:48 Sent To   Notes ***NONE*** Review Stop Z ZONING Rev No 5 Status P Date 2022-06-08 Cont ID   Sent By ckimmerl Date 2022-06-08 Time 09:21 Rev Time 0.00 Received By ajones Date 2022-06-08 Time 09:21 Sent To   Notes ***NONE*** Review Stop Z ZONING Rev No 4 Status P Date 2020-07-06 Cont ID   Sent By aaponte Date 2020-07-06 Time 16:55 Rev Time 0.00 Received By aaponte Date 2020-07-06 Time 16:55 Sent To   Notes ***NONE*** Review Stop Z ZONING Rev No 3 Status F Date 2020-03-23 Cont ID   Sent By aaponte Date 2020-03-23 Time 16:35 Rev Time 0.00 Received By aaponte Date 2020-03-23 Time 16:27 Sent To   Notes 2020-03-23 16:31:34 1. LANDSCAPE BUFFER WAS REDUCED FROM THE REQUIRED 5'   MINIMUM INDICATED IN A PREVIOUS VERSION TO 3'-3".   PLEASE ADJUST AGAIN TO PROVIDE MINIMUM REQUIREMENT.   2. REPEAT COMMENT- CURB CUT SHALL BE REDUCED TO A   MAXIMUM 25' AT THE CURB. THE FLARE IS COUNTED AS PART   OF THE CURB. IF THE WIDTH OF THE DRIVEWAY AT THE   SIDEWALK IS REDUCED TO 20 FEET , THE ERSULTING CURB CUT   AT THE CURB LINE WOULD BE THE MAXIMUM 24' ALLOWED.   3. LANDSCAPE AREAS SHALL BE PROTECTED FROM VEHICULAR   ENCROACHMENT.   FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439. Review Stop Z ZONING Rev No 2 Status F Date 2020-01-13 Cont ID   Sent By aaponte Date 2020-01-13 Time 08:38 Rev Time 0.00 Received By aaponte Date 2020-01-13 Time 08:38 Sent To   Notes 2020-01-13 08:40:12 1. CURB CUT SHALL BE REDUCED TO MAXIMUM 25 FEET AT THE   CURB LINE. THIS COMMENT WAS INCLUDED IN PREVIOUS   REVIEW.   2. LANDSCAPE DRAWINGS INCLUDED FOR REFERENCE DOES NOT   MATCH THE SITE PLAN WITH PROPOSED CHANGES AROUND   DUMPSTER AREA. PLEASE UPDATE AND INCLUDE A NOTE ON THIS   PLAN STATING THAT THE LANDSCAPE IS FOR REFERENCE ONLY.   PLEASE SUBMIT A RESPONSE LETTER TO ALL COMMENTS FROM   THIS REVIEW AND LAST REVIEW.   FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439. Review Stop Z ZONING Rev No 1 Status F Date 2019-07-31 Cont ID   Sent By aaponte Date 2019-07-31 Time 15:19 Rev Time 0.00 Received By aaponte Date 2019-07-31 Time 15:19 Sent To   Notes 2019-07-31 16:41:21 1. PROPERTY SHALL BE UNIFIED.   2. CURB CUT SHALL BE NO MORE THAN 25 FEET AT THE CURB   LINE, ACCESS DRIVE AT THE SIDEWALK CAN BE AS SMALL AS   20 FEET. BACK UP SPACE SHALL BE MAINTAINED AT 24 FEET.   3. DUMPSTER SHALL BE SCREENED WITH A HEDGE. PEDESTRIAN   GATE CAN BE MOVED TOWARDS THE EAST AND CONCRETE PATH   CAN BE SHORTENED TO ALLOW FOR HEDGE ON NORTH SIDE.   4. PLEASE CONFIRM THAT THE CURRENT DUMPSTER LOCATION   HAS BEEN APPROVED BY PUBLIC WORKS. CONTACT JOSH   MCDERMONT (822-2044).   5. PERIMETER WALL SHALL BE REDUCED TO 4 FEET WHEN   LOCATED WITHIN THE FRONT SETBACK (ALIGNED WITH EXISTING   FRONT PORCH OF HOUSE ON WEST SIDE ON 7TH STREET, AND   12.5 FEET ALONG SAPODILLA AVE).   6. PLEASE REMOVE SHEET 200L FROM THIS PERMIT AS   LANDSCAPE IS APPROVED UNDER A SEPARATE PERMIT.   7. PLEASE INDICATE THE SPECS OF NEW LIGHT FIXTURE AND   POLE TO BE LOCATED ALONG SAPODILLA AVENUE.   8. PLANTING AREAS SHALL BE PROTECTED FROM VEHICULAR   ENCROACHMENT (PLANTING ADJACENT TO CURB CUT SHALL BE   PROTECTED)   FOR ADDITINAL INFORMATION PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439. Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved