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 14090659 Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status P Date 2015-03-11 Cont ID   Sent By jwitmer Date 2015-03-11 Time   Rev Time 0.00 Received By jwitmer Date 2015-03-11 Time   Sent To   Notes ***NONE*** Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status F Date 2015-02-28 Cont ID   Sent By jwitmer Date 2015-02-28 Time 11:57 Rev Time 0.00 Received By jwitmer Date 2015-02-28 Time 08:00 Sent To   Notes 2015-02-28 11:40:57 BUILDING PLAN REVIEW   PERMIT: 14090659   ADD: 500 BELVEDERE RD   CONT: OAK CONSTRUCTION   TEL:(954)583-9625       2010 FLORIDA BUILDING CODE W   * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA   BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION   2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.       2010 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.       4TH REVIEW   DATE: SAT. FEB. 28/2015   ACTION:       IMPORTANT NOTICE: EFFECTIVE MARCH 2, 2015   ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED   ELECTRONICALLY   UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS   SUBMISSION OPTIONS ARE AS FOLLOWS:   1 UPLOAD VIA THE PROJECT DOX PORTAL WITH DIGITAL   SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE   THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT   2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL   SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED   NAMING CONVENTION FOR EACH DOCUMENT   3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER   DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE   REQUIRED NAMING CONVENTION FOR EACH DOCUMENT   4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT   TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS   ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES   AVAILABLE           1) COMPLIED.       2) COMPLIED.           3) COMPLIED. SOILS REPORTS.       4-13) BUILDING PROVISO;       5-13) 107.3.4.2 DEFERRED SUBMITTALS: 107.3.4.2 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 (PUBLIX) 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.       2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41   COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY   AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF   PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE   PRODUCT APPROVALS:       (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES INCLUDING ROOFTOP   INSULATION   (E) SHUTTERS   (F) SKYLIGHTS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS, A/C ROOF CURBS AND ADAPTORS       14)(A-C) COMPLIED.       .       14C) . REVISION REQUIRED. THE DOOR SCHEDULE HAS BEEN   MOVED SO THE DOOR IDENTIFICATION NUMBERS ARE VISIBLE.   THE REMAINING ISSUE IS THE DOOR HARDWARE SHOWS HARDWARE   TYPE GROUPS BUT THERE IS NO HARDWARE SCHEDULE SHOWN ON   THIS PAGE. COMPLIANCE WITH DOOR TYPE AND REQUIRED   HARDWARE CAN NOT BE VERIFIED. RESPONSE INDICATES SEE   SHEET PM-5. SHEET PM 4-5 BOTH SHOW THE HARDWARE SPECS,   NOT A HARDWARE SCHEDULE. A REVISION WILL BE REQUIRED   WITH A HARDWARE SCHEDULE, REVIEWED AND APPROVED BY THE   BUILDING DEPARTMENT BEFORE THE FRAMING INSPECTION.       14D-E) COMPIED.       15) SEMI-COMPLIED. SHEET LS-1 VESTIBULE THE PLANS SHOW   A NEW LOCATION FOR 2 ELECTRIC CARTS. THE LOCATION AS   SHOWN ON THE PLANS IS NOT CLEAR IF THE 30 X 48 INCH   CLEAR FLOOR SPACE IS MAINTAINED IN THE 2 ELECTRIC CART   LOCATIONS. SHEET LS-1 AND EQ-1 ARE REVISED, SHEET EQ   HAS A OTE CART STOP SEE A-1 FOR DETAILS BUT THERE IS NO   DETAIL SHOWING THE ELECTRIC CART BUT A DETAIL OF THE   FINISHED CORNER.       16-17) COMPLIED.       17)       18A-B) 4TH REVIEW. DETERMINING THE WIND DESIGN CRITERIA   FOR COMPONENTS & CLADDING AND ASSOCIATED PRESSURES.   SHEET A-1 DESIGN PRESSURES ARE AS REQUESTED IN VASD.   THE DESIGN CRITERIA THE DESIGNER OF RECORD HAS USED IS   ASCE 7-10 TABLE 28.3-1. THIS TABLE IS TO BE USED IN   CONJUNCTION WITH THE MWFRS, MAIN WIND FORCE RESISTING   SYSTEM. WITHIN THIS TABLE THE MULTIPLIER OF 1.16 IS FOR   A EXPOSURE D.       PLEASE REFER BACK TO CHAPTER 26 WIND LOADS : GENERAL   REQUIREMENTS 26.1.2.1 MAIN WIND FORCE RESISTING SYSTEM   (2) IS FOR THE ENVELOPE REQUIREMENTS OF A BUILDING SUCH   AS BAR JOIST SYSTEMS. FOR DETERMINING MWFRS YOU USE   TABLE 28.2-1 STEP 4 DETERMINING VELOCITY PRESSURE   EXPOSURE COEFFICIENT, K2 OR KH, SEE TABLE 28.3-1.       SECTION 26.1.2.2 DEALS WITH COMPONENTS & CLADDING. ALSO   SEE 26.7.4.2 ENVELOPE PRESSURES CHAPTER 28 FOR THE   MWFRS. 26.7.4.4.   COMPONENTS AND CLADDING ARE DESIGNED UNDER CHAPTER 30   COMPONENTS AND CLADDING ARE BASED ON THE EXPOSURE   CATEGORY RESULTING IN THE HIGHEST WIND LOADS FOR ANY   WIND DIRECTION AT THE SITE. PLEASE REFER TO TABLE   30.4.1 OR TABLE 30.5-1 (SIMPLIFIED METHOD) STEPS TO   DETERMINE FOR THE STEPS TO DETERMINE COMPONENTS &   CLADDING WIND LOADS FOR ENCLOSED LOW -RISE BUILDINGS.       18C) THE ROOF ZONES NOT IDENTIFIED NOR THE PRESSURES   FOR THE ROOF ZONE. THIS COMMENT WAS MEANT FOR ROOF   ZONES FOR COMPONENTS AND CLADDING. SHEET S-7 THE DECK/   ROOFING UPLIFT PLAN IS IN VULT. IS THIS FOR THE ACTUAL   ROOF DECK? AND NOT THE ROOF COVERING, UNDER THE 4TH   REVIEW THERE ARE NOW VASD PRESSURES FOR ROOF JOIST   ASWELL FOR COMPONENTS AND CLADDING.   MCG SHEET S.001 PROVIDES BOTH WALL AND ROOF PRESSURES   FOR ZONES 1-5 THIS PLAN TAKES PRESSURES SUPPOSED AT 38   FEET. THERE IS A LOWER ROOF WITH A 3 FT. PARAPET. ROOF   ZONE 3 FOR THE LOWER ROOF SHOULD HAVE THE SAME   PRESSURES AS FOR ZONE 2 FOR A MENA ROOF HEIGHT OF   APPROX. 29 FT. THERE WILL STILL NEED PRESSURES A ZONE 3   FOR THE HIGHER PORTION OF ROOF SEE MCG SHEETS A304 &   A305 ELEVATIONS OF 36FT-8 IN AND 38 FT. I SPOKE WITH   THE DESIGNERS OF USING THE 30 FT ELEVATION FOR THE   LOWER ROOF AND WALL PRESSURES AND A SEPARATE HEADING   FOR ROOF ZONE 3 AT ELEVATION 38 FT AND THE ASSOCIATED   HIGHER PRESSURES.       19-26) COMPLIED.   .       27) DEFERRED SUBMITTAL PRESSURES PROVIDE FOR INSULATION   SHEETS . ROOF TOP INSULATION TO BE A DEFERRED   SUBMITTAL.       28) NO ACTION NEEDS TO BE TAKEN JUST A WORD OF CAUTION!   SHEET S-4 BAR JOIST SPACING. NOTE DEPENDING ON THE   ROOFING PRODUCT APPROVAL, SPACING OF BAR JOIST AND OR   THE THICKNESS OF THE STEEL DECK MAY BE A ISSUE ONCE THE   ROOFING APPROVAL HAS BEEN SUBMITTED. 107.2.1.2 FOR ROOF   ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION   DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE   TYPE OF ROOFING SYSTEM, MATERIALS, 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   OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE   SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION   DOCUMENTS. THE ISSUE IS NOT PRESSURES AS MUCH AS   ALLOWABLE SPANS THAT WILL SHOW UP UNDER THE ROOFING   APPROVAL.           29 )BUILDING PROVISO, DEFERRED SUBMITTAL. ATAS WIND   LOCK SOFFIT PANELSWERE SUBMITTED THE FL COVERSHEET WAS   NOT INCLUDED IDENTIFYING THE PRODUCT. THE STRUCTURAL   SHEETS DO NOT PROVIDE THE NEGATIVE PRESSUES FOR THE   SOFFIT. SEE SHEET A502 DETAIL # 01. PRODUCT APPROVAL:   2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41   COMPONENTS & CLADDING.       30) BUILDING PROVISO: ALL DEFERRED SUBMITTALS TO BE   REVIEWED BY PUBLIX THE DESIGNER OF RECORD.2010 FBC   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..       31) COMPLIED.       32) DEFERRED SUBMITTAL: DEALS WITH THE USE OF EFIS TYPE   SYSTEMS. RESPONSE INDICATES 3 SETS OF PRODUCT APPROVAL   BEING SUBMITTED, COMMENTS 5-13 THE DESIGNER OF RECORD   "PUBLIX" HAS ELECTED TO HAVE THE PRODUCT APPROVALS BE A   DEFERED SUBMITTAL. PLEASE NOTE THE RESPONSE INDICATES A   SHEET T001, I'VE NOT FOUND THIS SHEET IN EITHER THE   PUBLIX NOR MCG PLANS. THE RESPONSE ALSO INDICATES THAT   THERE WAS A E-MAIL RESPONSE. WHEN THE DEFERRED   SUBMITTAL IS SUBMITTED, THE MANUFACTURERS INSTALLATION   BOOKLET (3) WILL BE REQUIRED, (1) FOR RECORD RETENTION,   (1) FOR THE RESIDENT INSPECTOR AND (1) SET FOR THE   CONTRACTOR AND MEP INSPECTORS.       33) SEMI- COMPLIED. SHEET S001 OF THE MCG DRAWINGS LIST   THE WIND DESIGN AS 170 VULT AND 132 VASD, THEN LIST THE   PRESSURES FOR ALL ZONES BOTH POSITIVE AND NEGATIVE, IN   VASD SEE COMMENT 18C.       34) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT   FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL   PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND   A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT   APPLICATION. PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       35) WHEN RESUBMITTING PLANS PLEASE INDICATE THE   REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES   AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL   REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE   REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO   EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED   COOPERATION.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]                                         Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2015-02-05 Cont ID   Sent By jwitmer Date 2015-02-05 Time 11:29 Rev Time 0.00 Received By jwitmer Date 2015-02-04 Time 10:38 Sent To   Notes 2015-02-04 11:38:32 BUILDING PLAN REVIEW   PERMIT: 14090659   ADD: 500 BELVEDERE RD   CONT: OAK CONSTRUCTION   TEL:(954)583-9625       2010 FLORIDA BUILDING CODE W   * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA   BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION   2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.       2010 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.       4TH REVIEW   DATE: SAT. FEB. 28/2015   ACTION:       IMPORTANT NOTICE: EFFECTIVE MARCH 2, 2015   ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED   ELECTRONICALLY   UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS   SUBMISSION OPTIONS ARE AS FOLLOWS:   1 UPLOAD VIA THE PROJECTDOX PORTAL WITH DIGITAL   SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE   THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT   2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL   SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED   NAMING CONVENTION FOR EACH DOCUMENT   3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER   DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE   REQUIRED NAMING CONVENTION FOR EACH DOCUMENT   4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT   TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS   ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES   AVAILABLE           1) COMPLIED.       2) COMPLIED.           3) COMPLIED. SOILS REPORTS.       4-13) BUILDING PROVISO;       5-13) 107.3.4.2 DEFERRED SUBMITTALS: 107.3.4.2 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 (PUBLIX) 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.       2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41   COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY   AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF   PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE   PRODUCT APPROVALS:       (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES INCLUDING ROOFTOP   INSULATION   (E) SHUTTERS   (F) SKYLIGHTS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS, A/C ROOF CURBS AND ADAPTORS       14)(A-C) COMPLIED.       .       14C) . REVISION REQUIRED. THE DOOR SCHEDULE HAS BEEN   MOVED SO THE DOOR IDENTIFICATION NUMBERS ARE VISIBLE.   THE REMAINING ISSUE IS THE DOOR HARDWARE SHOWS HARDWARE   TYPE GROUPS BUT THERE IS NO HARDWARE SCHEDULE SHOWN ON   THIS PAGE. COMPLIANCE WITH DOOR TYPE AND REQUIED   HARDWARE CAN NOT BE VERIFIED. RESPONCE INDICATES SEE   SHEET PM-5. SHEET PM 4-5 BOTH SHOW THE HARDWARE SPECS,   NOT A HARDWARE SCHEDULE. A REVISION WILL BE REQUIRED   WITH A HARDWARE SCHEDULE, REVIEWED AND APPROVED BY THE   BUILDING DEPARTMENT BEFORE THE FRAMING INSPECTION.       14D-E) COMPIED.       15) SEMI-COMPLIED. SHEET LS-1 VESTIBULE THE PLANS SHOW   A NEW LOCATION FOR 2 ELECTRIC CARTS. THE LOCATION AS   SHOWN ON THE PLANS IS NOT CLEAR IF THE 30 X 48 INCH   CLEAR FLOOR SPACE IS MAINTAINED IN THE 2 ELECTRIC CART   LOCATIONS. SHEET LS-1 AND EQ-1 ARE REVISED, SHEET EQ   HAS A OTE CART STOP SEE A-1 FOR DETAILS BUT THERE IS NO   DETAIL SHOWING THE ELECTRIC CART BUT A DETAIL OF THE   FINISHED CORNER.       16-17) COMPLIED.       17)       18A-B) 4TH REVIEW.DETERMINING THE WIND DESIGN CRITERIA   FOR COMPONENTS & CLADDING AND ASSOCIATED PRESSURES.   SHEET A-1 DESIGN PRESSURES ARE AS REQUESTED IN VASD.   THE DESIGN CRITERIA THE DESIGNER OF RECORD HAS USED IS   ASCE 7-10 TABLE 28.3-1. THIS TABLE IS TO BE USED IN   CONJUNCTION WITH THE MWFRS, MAIN WIND FORCE RESISTING   SYSTEM. WITHIN THIS TABLE THE MULTIPLIER OF 1.16 IS FOR   A EXPOSURE D.       PLEASE REFER BACK TO CHAPTER 26 WIND LOADS : GENERAL   REQUIREMENTS 26.1.2.1 MAIN WIND FORCE RESISTING SYSTEM   (2) IS FOR THE ENVELOPE REQUIREMENTS OF A BUILDING SUCH   AS BAR JOIST SYSTEMS. FOR DETERMINING MWFRS YOU USE   TABLE 28.2-1 STEP 4 DETERMINING VELOCITY PRESSURE   EXPOSURE COEFFICIENT, K2 OR KH, SEE TABLE 28.3-1.       SECTION 26.1.2.2 DEALS WITH COMPONENTS & CLADDING. ALSO   SEE 26.7.4.2 ENVELOPE PRESSURES CHAPTER 28 FOR THE   MWFRS. 26.7.4.4.   COMPONENTS AND CLADDING ARE DESIGNED UNDER CHAPTER 30   COMPONENTS AND CLADDING ARE BASED ON THE EXPOSURE   CATEGORY RESULTING IN THE HIGHEST WIND LOADS FOR ANY   WIND DIRECTION AT THE SITE. PLEASE REFER TO TABLE   30.4.1 OR TABLE 30.5-1 (SIMLIFIED METHOD) STEPS TO   DETERMINE FOR THE STEPS TO DETERMINE COMPONENTS &   CLADDING WIND LOADS FOR ENCLOSED LOW -RISE BUILDINGS.       18C) THE ROOF ZONES NOT IDENTIFIED NOR THE PRESSURES   FOR THE ROOF ZONE. THIS COMMENT WAS MEANT FOR ROOF   ZONES FOR COMPONENTS AND CLADDING. SHEET S-7 THE DECK/   ROOFING UPLIFT PLAN IS IN VULT. IS THIS FOR THE ACTUAL   ROOF DECK? AND NOT THE ROOF COVERING, UNDER THE 4TH   REVIEW THERE ARE NOW VASD PRESSURES FOR ROOF JOIST   ASWELL FOR COMPONENTS AND CLADDING.   MCG SHEET S.001 PROVIDES BOTH WALL AND ROOF PRESSURES   FOR ZONES 1-5 THIS PLAN TAKES PRESSURES SUPPOSED AT 38   FEET. THERE IS A LOWER ROOF WITH A 3 FT. PARAPET. ROOF   ZONE 3 FOR THE LOWER ROOF SHOULD HAVE THE SAME   PRESSURES AS FOR ZONE 2 FOR A MENA ROOF HEIGHT OF   APPROX. 29 FT. THERE WILL STILL NEED PRESSURES A ZONE 3   FOR THE HIGHER PORTION OF ROOF SEE MCG SHEETS A304 &   A305 ELEVATIONS OF 36FT-8 IN AND 38 FT. I SPOKE WITH   THE DESIGNERS OF USING THE 30 FT ELEVATION FOR THE   LOWER ROOF AND WALL PRESSURES AND A SEPARATE HEADING   FOR ROOF ZONE 3 AT ELEVATION 38 FT AND THE ASSOCIATED   HIGHER PRESSURES.       19-26) COMPLIED.   .       27) DEFERRED SUBMITAL PRESSURES PROVIDE FOR INSULATION   SHEETS . ROOF TOP INSULATION TO BE A DEFERRED   SUBMITTAL.       28) NO ACTION NEEDS TO BE TAKEN JUST A WORD OF   CAUTION!L SHEET S-4 BAR JOIST SPACING. NOTE DEPENDING   ON THE ROOFING PRODUCT APPROVAL, SPACING OF BAR JOIST   AND OR THE THICKNESS OF THE STEEL DECK MAY BE A ISSUE   ONCE THE ROOFING APPROVAL HAS BEEN SUBMITTED. 107.2.1.2   FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE   CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND   DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,   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 OR A STATEMENT BY AN ARCHITECT OR   ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH   THE CONSTRUCTION DOCUMENTS. THE ISSUE IS NOT PRESSURES   AS MUCH AS ALLOWABLE SPANS THAT WILL SHOW UP UNDER THE   ROOFING APPROVAL.           29 )BUILDING PROVISO, DEFERRED SUBMITTAL. ATAS WIND   LOCK SUFFIT PANELSWERE SUBMITTED THE FL COVERSHEET WAS   NOT INCLUDED IDENTIFYING THE PRODUCT. THE STRUCTURAL   SHEETS DO NOT PROVIDE THE NEGATIVE PRESSUES FOR THE   SOFFIT. SEE SHEET A502 DETAIL # 01. PRODUCT APPROVAL:   2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41   COMPONENTS & CLADDING.       30) BUILDING PROVISO: ALL DEFERRED SUBMITTALS TO BE   REVIEWED BY PUBLIX THE DESIGNER OF RECORD.2010 FBC   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..       31) COMPLIED.       32) DEFERRED SUBMITTAL: DEALS WITH THE USE OF EFIS TYPE   SYSTEMS. RESPONSE INDICATES 3 SETS OF PRODUCT APPROVAL   BEING SUBMITTED, COMMENTS 5-13 THE DESIGNER OF RECORD   "PUBLIX" HAS ELECTED TO HAVE THE PRODUCT APPROVALS BE A   DEFFERED SUBMITAL. PLEASE NOTE THE RESPONSE INDICATES A   SHEET T001, I'VE NOT FOUND THIS SHEET IN EITHER THE   PUBLIX NOR MCG PLANS. THE RESPONSE ALSO INDICATES THAT   THERE WAS A E-MAIL RESPONSE. WHEN THE DEFERRED   SUBMITTAL IS SUBMITTED, THE MANUFACTURERS INSTALATION   BOOKLET (3) WILL BE REQUIRED, (1) FOR RECORD RETENTION,   (1) FOR THE RESIDENT INSPECTOR AND (1) SET FOR THE   CONTRACTOR AND MEP INSPECTORS.       33) SEMI- COMPLIED. SHEET S001 OF THE MCG DRAWINGS LIST   THE WIND DESIGN AS 170 VULT AND 132 VASD, THEN LIST THE   PRESSURES FOR ALL ZONES BOTH POSITIVE AND NEGATIVE, IN   VASD SEE COMMENT 18C.       34) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT   FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL   PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND   A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT   APPLICATION. PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       35) WHEN RESUBMITTING PLANS PLEASE INDICATE THE   REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES   AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL   REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE   REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO   EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED   COOPERATION.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]                                         Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2014-12-24 Cont ID   Sent By jwitmer Date 2014-12-24 Time 08:42 Rev Time 0.00 Received By jwitmer Date 2014-12-24 Time 06:30 Sent To   Notes 2014-12-24 08:42:12 BUILDING PLAN REVIEW   PERMIT: 14090659   ADD: 500 BELVEDERE RD   CONT: TBD   TEL: (561       2010 FLORIDA BUILDING CODE W   * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA   BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION   2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.       2010 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.       2ND REVIEW   DATE: WED. DEC. 24/ 2014   ACTION: DENIED           1) COMPLIED.       2A) 2ND REQUEST. 2010 WEST PALM BEACH AMENDMENTS TO THE   FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION,   110.3.9 OTHER INSPECTIONS SERVICES. THE BUILDING   OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY OTHERS, THE   INSPECTIONS REQUIRED BY SECTION 109. HE/SHE MAY ACCEPT   REPORTS OF INSPECTORS   OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER   INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR   QUALIFICATIONS AND RELIABILITY.   THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR FOR:   BUILDING TYPE II CONSTRUCTION   FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE FOOT   FOR ALL MAJOR STRUCTURAL ALTERATIONS       SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT TIMES   WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF THE   BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED   ARCHITECT, OR ENGINEER, OR A PERSON LICENSED UNDER   CHAPTER 468, PART XII, FLORIDA STATUTES. SUCH   INSPECTORS SHALL SUBMIT WEEKLY PROGRESS REPORTS   INCLUDING THE DAILY INSPECTIONS TO THE BUILDING   OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF   THE RESIDENT INSPECTOR.       2B) 2ND REQUEST. 110.4 INSPECTION AGENCIES. THE   BUILDING OFFICIAL IS AUTHORIZED TO ACCEPT REPORTS OF   APPROVED INSPECTION AGENCIES, PROVIDED SUCH AGENCIES   SATISFY THE REQUIREMENTS AS TO QUALIFICATIONS AND   RELIABILITY.       2C)2ND REQUEST. FBC* 110.3.9 RESIDENT INSPECTOR. SUBMIT   INSPECTOR RESUME' AND LICENSE DOCUMENTS TO KEN CONRAD,   MANAGER OF THE RESIDENT INSPECTOR PROGRAM. KEN CONRAD   CONTACT INFORMATION:   TEL: 561-805-6666   E-MAIL: [email protected]       2D)2ND REQUEST . SINCE THIS PROJECT WILL BE PART OF THE   RESIDENT INSPECTOR PROGRAM A THIRD SET OF ALL PLANS AND   SUPPORTING DOCUMENTS (ENERGY CALCULATIONS, SOILS   REPORTS, PRODUCT APPROVALS ETC, WILL BE REQUIRED.   107.3.1.       NOTE, FORMS WERE E-MAILED TO :   [email protected]       3) 2ND REQUEST SEE COMMENT 2D.. SINCE THIS PROJECT WILL   BE PART OF THE RESIDENT INSPECTOR PROGRAM A THIRD SET   OF ALL PLANS AND SUPPORTING DOCUMENTS (ENERGY   CALCULATIONS, SOILS REPORTS, PRODUCT APPROVALS ETC,   WILL BE REQUIRED. 107.3.1.   MISSING SOILS REPORTS, 2010 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.       4) 2ND REQUEST. SUBMIT (3) COPIES. 2010 FBC-B 1609.1.2   PROTECTION OF OPENINGS, 1609.6.4.41 COMPONENTS &   CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE   9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR   CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT   APPROVALS:       PLEASE SEE RESPONCE TO COMMENT # 5. ANS: ACKNOWLEDGED.   PLEASE NOTE AT THIS STAGE OFTHE PROJECT, NO PRODUCT   APPROVAL SUBMITTALS HAVE BEEN SUBMITTED, REVIEWED OR   APPROVED BY THE SUPERVISING ARCHITECT (PUBLIX).       (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES INCLUDING ROOFTOP   INSULATION   (E) SHUTTERS   (F) SKYLIGHTS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS, A/C ROOF CURBS AND ADAPTORS       PLEASE NOTE THAT IF THE DESIGNER OF RECORD WISHES TO   HAVE THE PRODUCT APPROVALS BE DEFERRED SUBMITTALS,   PLEASE PROVIDE A WRITTEN REQUEST. THE PRODUCT APPROVALS   LISTED ON THE MCG SET OF DRAWINGS WILL BE THE ONLY ONES   ACCEPTED NO SUBSTATUTES.       5 ) 2ND REQUEST. THE COVER SHEET LIST PRODUCT APPROVALS   REQUIRED BY THE DESIGNER OF RECORD, ALL LISTED ARE   FLORIDA APPROVALS ONLY, NONE OF THE PRODUCTS HAVE BEEN   REVIEWED BY THE DESIGNER OF RECORD . 2010 FBC 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..       PLEASE SEE RESPONCE TO COMMENT # 5. ANS: ACKNOWLEDGED.   PLEASE NOTE AT THIS STAGE OFTHE PROJECT, NO PRODUCT   APPROVAL SUBMITTALS HAVE BEEN SUBMITTED, REVIEWED OR   APPROVED BY THE SUPERVISING ARCHITECT.       6) SEE RESPONCE TO COMMENT #5. . THE ROOFING REPORT   SUBMITTED FL 5680-R9, LISTED IN THE DESIGNER OF ECORDS   LIST IS THE MOST CURRENT REPORT FL 5680-R10.       7) SEE RESPONCE TO COMMENT #5 MIAMI-DADE NOA 140626.02   CARLISLE SURE WELD NOT ON THE DESINER OF RECODS LIST.       8) SEE RESPONCE TO COMMENT #5. FL 11537-R4 DOOR NOT   IDENTIFIED NOR PRESSURES, ONLY ONE COPY SUBMITTED.   MISSING INSTALATION INSTRUCTIONS.       9) SEE RESPONCE TO COMMENT #5. SUBMITTED FL 11749-R2   DESIGNER OF RECORD REQUESTED FL 14636-R3.       10)SEE RESPONCE TO COMMENT #5. SUBMITTED FL 13533-R4   UPDATE TO THE CURRENT FL 13533-R5.       11) SEE RESPONCE TO COMMENT #5. SUBMITTED DRYVIT   SYSTEMS 11-1108.02 & 12-0703.03 MIAMI-DADE NOA, NOT ON   LIST, NEVER REVIEWED.       12) SEE RESPONCE TO COMMENT #5. SUBMITTED 1 COPY OF FL   15110.1 MIAMI-DADE NOA IDENTIFY IF INSTALATION IS A "S"   OR "NB" DOOR.       13) SEE RESPONCE TO COMMENT #5. NO WINDOW REPORTS, WALL   LOUVERS AND PRE-ENGINEERED A/C STANDS WERE SUBMITTED.       NOTE!!!!!!!!!!! WHEN THE DESIGN PRESSURES ARE CORRECT,   THE DESIGNER OF RECORD CAN ELECT TO SUBMIT THE PRODUCT   APPROVALS AFTER THE PERMIT IS ISSUED, GIVING THE   CONTRACTOR TIME TO SHOP AROUND AND PROVIDE PRODUCT   APPROVALS THAT HAVE BEEN REVIEWED BY THE DESIGNER OF   RECORD AND APPROVED. THIS WOULD BE A DEFERRED   SUBMITTAL, THE DESIGNER OF RECORD WILL NEED TO WRITE   THERE INTENT IF SO DESIRED.       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.           2ND REVIEW ENDS RESPONCE BY PUBLIX. IT WOULD APPEAR   THAT MCG ARCHITECTURE IS RESPONDING, NOT THE ARCHITECT   OF RECORD, DAVID LEWIS TAULBEE, AR 91318.WE HAVE NOT   RECEIVED A RESPONCE FROM PUBIX.L   -------------------------------------------------------   -------------------------------------------------------   -------------------------------------------------------   -------------------------------------------------------   ------------------   14)(A) THERE ARE DISCREPANCIES IN THE LS-1 EGRESS DOOR   IDENTIFICATION PLAN VERSES THE CHART AT THE BOTTOM OF   THE PAGE. DISCREPANCY DOORS ON THE PLANS 22 & 18 ARE   NOT ON THE CHART AND ON THE CHART DOORS 21 & 19 ARE NOT   ON THE PLAN.       14)(B) DOOR # 17,18 & 19 ARE NOT ON THE CHART NOR IS   DOOR OPENING TO THE LEFT IN THE VESTIBULE BETWEEN DOORS   3 & 90, ARROWS SHOWING AN EGRESS PATH AND A EXIT SIGN   SHOWN, NO DOOR IS IDENTIFIED. THE DOORS CAN NOT BE   IDENTIFIED ON SHEET A5 SINCE THE STAPLES THAT BIND THE   PLANS TOGETHER ARE OVER THE IDENTIFYING DOOR NUMBERS.       14C) SHEET A-5 THE DOOR SCHEDULE IS IN THE UPPER LEFT   HAND CORNER SO FAR THE STAPLES WILL NOT LET YOU   IDENTIFY THE DOOR. 2010 WEST PALM BEACH AMENDMENTS TO   THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION   107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS.CONSTRUCTION DOCUMENTS 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 AND RELEVANT   LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED   BY THE BUILDING OFFICIAL.       14D) DOOR # 3 APPEARS TO BE (2) 48 INCH SWING DOORS.   BOTH DOORS ARE MISSING THE 18" CLEARANCE FOR   MANEUVERING CLEARANCES 2010 FL ACC CODE TABLE   404.2.4.1.       14E) PLEASE PROVIDE A SURVEY OR SITE PLAN, THE ISSUE IS   IS THERE A PROPERTY LINE BETWEEN PUBLIX AND THE OTHER   STORES, OR SITE PROPERTY LINE. THE DESIGN TEAM IS   TAKING AN EXECPTION TO UNLIMITED AREA UNDER 507.4.   507.5 REQUIRES 3 HR WALLS FOR WALLS WITH ONLY 40'-0"   CLEAR.       15) SHEET LS-1 VESTIBULE POSSIBLY 2 ELECTRIC CARTS ARE   IN THE EGRESS PATH.   2010 FBC-B 1003.3.3 HORIZONTAL PROJECTIONS. STRUCTURAL   ELEMENTS, FIXTURES OR FURNISHINGS SHALL NOT PROJECT   HORIZONTALLY FROM EITHER SIDE MORE THAN 4 INCHES (102   MM) OVER ANY WALKING SURFACE BETWEEN THE HEIGHTS OF 27   INCHES (686 MM) AND 80 INCHES (2032 MM) ABOVE THE   WALKING SURFACE.   2010 FBC-B 1003.3.4 CLEAR WIDTH. PROTRUDING OBJECTS   SHALL NOT REDUCE THE MINIMUM CLEAR WIDTH OF ACCESSIBLE   ROUTES.       16) LS1 BETWEEN GRID LINE 1 & 2 THERE APPEARS TO BE AN   EXIT WAY FROM THE FRONT OF THE BUILDING BUT IT STOPS   MIDWAY THROUGH THE BUILDING. THEN AT THE REAR CORNER OF   THE BUILDING THERE IS DOOR 25, IS THIS EXIT IN THE SAME   CORRIDOR OR IS THE REAR OF THE NEXT BUILDING IN FRONT   OF THE DOOR? PLEASE PROVIDE WHERE THIS CORRIDOR ENDS?   1027.2 EXIT DISCHARGE CAPACITY/ 1027.3 EXIT DISCHARGE   LOCATION.       17) SHEET A-1 ALL EXTERIOR 12" BLOCK WALLS SHOW THEY   ARE FOAM FILED, PLEASE PROVIDE PRODUCT INFORMATION FOR   FOAM INSULATION. 107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS. CONSTRUCTION DOCUMENTS 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 AND   RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS   DETERMINED BY THE BUILDING OFFICIAL.       18A) SHEET A-1 DESIGN PRESSURES ARE IN V-ULT, THEY DO   NOT PROVIDE THE WIND DESIGN CRITERIA. 2010 FBC-B   1609.1.1 DETERMINATION OF WIND DESIGN- CHAPTER 6 OF   ASCE 7-10.   1609.3 BASIC WIND SPEED FIGURE 1609.A-C   1609.3 WIND SPEED CONVERSION   1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN   ACCORDANCE WITH 1609.3.1 & ASCE 7-10       2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.       3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN   ACCORDANCE WITH 1609.4 & ASCE 7-10       4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *   SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.       5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE   TABLE 1609.2(2) .       18B) PLEASE ALSO PROVIDE THE VASD PRESSURES SINCE ALL   THE PRODUCT APPROVALS ARE IN VASD. 1609.3.1.       18C) THE ROOF ZONES NOT IDENTIFIED NOR THE PRESSURES   FOR THE ROOF ZONE.       19) SHEET A-2. DOORS 30 & 42 CAN NOT VERIFY THEIR FIRE   RATING SINCE SHEET A5 THE NUMBER COLUMN IDENTIFYING THE   DOORS IS STAPLED CAN NOT BE VIEWED UNDER THIS REVIEW.   107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS.CONSTRUCTION DOCUMENTS 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 AND RELEVANT   LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED   BY THE BUILDING OFFICIAL.       20A) SHEET A-2 NOTE BOTTOM OF SHEET INDICATES TYPE 1 &   2 WALLS IN THE SEAFOOD & MEAT DEPARTMENT ARE TO BE   FILED WITH CLOSED CELL SPRAY FOAM POLYURETHANE OR   ICYENE INSULATION. PLEASE PROVIDE COMPLIANCE WITH 2010   FBC-B 2603.4.1.2 (1-4) PROVIDE DOCUMENTATION.       20B) SHEET A-2 NOTE BOTTOM OF SHEET INDICATES TYPE 1 &   2 WALLS IN THE SEAFOOD & MEAT DEPARTMENT ARE TO BE   FILED WITH CLOSED CELL SPRAY FOAM POLYURETHANE OR   ICYENE INSULATION. THE USE OF "OR" THE DESIGNER OF   RECORD MUST DECIDE WHICH SYSTEM WILL BE INSTALLED.   107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. SUCH   DRAWINGS AND SPECIFICATIONS SHALL CONTAIN INFORMATION,   IN THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF   MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY   WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE   SPECIFIC, AND THE TECHNICAL CODES SHALL NOT BE CITED AS   A WHOLE OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS   EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC   INFORMATION.       21) SHEET A-9 GRAB BAR HEIGHTS ARE NOT PROVIDED,   PROVIDE COMPLIANCE WITH 2010 FBC- ACCESSIBILITY CODE   609.4. POSITION OF GRAB BARS.       22) SHEET A-17 SECTION THROUGH PHARMACY SHOWS AN   OPTIONAL DRIVE-THRU WINDOW. 2010 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION, 107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS. SUCH DRAWINGS AND SPECIFICATIONS SHALL   CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,   AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS   ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH   INFORMATION SHALL BE SPECIFIC, AND THE TECHNICAL CODES   SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR SHALL THE   TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE   FOR SPECIFIC INFORMATION.       23) SHEET A-17 SECTIONS THROUGH PHARMACY SHOW GYPSUM   BOARD SUSPENSION SYSTEM CEILING, THE PLANS DO NOT   INDICATE HOW THE SYSTEM IS TO BE SUSPENDED, ONLY THAT   THE 1 1/2" C CHANNEL IS TO OCCUR AT 48 INCHES O.C.?   PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B 2508.1   GENERAL.   GYPSUM BOARD AND GYPSUM PLASTER CONSTRUCTION SHALL BE   OF THE MATERIALS LISTED IN TABLES 2506.2 AND 2507.2.   THESE MATERIALS SHALL BE ASSEMBLED AND INSTALLED IN   COMPLIANCE WITH THE APPROPRIATE STANDARDS LISTED IN   TABLES 2508.1 AND 2511.1.1, AND CHAPTER 35.       24) ADA-2 ATM MACHINES PLEASE PROVIDE THE MANUFACTURERS   SPECIFICATIONS FOR FASTENING THE ATM MACHINE AND   ANCHORING IT TO EITHER THE FLOOR OR WALL SYSTEM.   107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED.       25A) ADA-2 ATM MACHINES PLEASE PROVIDE COMPLIANCE WITH   2010 FBC-ACCESS. CODE 707.2 CLEAR FLOOR OR GROUND   SPACE.   A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL   BE PROVIDED.       25B) 07.5 SPEECH OUTPUT. MACHINES SHALL BE SPEECH   ENABLED. OPERATING INSTRUCTIONS AND ORIENTATION,   VISIBLE TRANSACTION PROMPTS, USER INPUT VERIFICATION,   ERROR MESSAGES, AND ALL DISPLAYED INFORMATION FOR FULL   USE SHALL BE ACCESSIBLE TO AND INDEPENDENTLY USABLE BY   INDIVIDUALS WITH VISION IMPAIRMENTS. SPEECH SHALL BE   DELIVERED THROUGH A MECHANISM THAT IS READILY AVAILABLE   TO ALL USERS, INCLUDING BUT NOT LIMITED TO, AN INDUSTRY   STANDARD CONNECTOR OR A TELEPHONE HANDSET. SPEECH SHALL   BE RECORDED OR DIGITIZED HUMAN, OR SYNTHESIZED.       25C) 707.6.1 INPUT CONTROLS. AT LEAST ONE TACTILELY   DISCERNIBLE INPUT CONTROL SHALL BE PROVIDED FOR EACH   FUNCTION. WHERE PROVIDED, KEY SURFACES NOT ON ACTIVE   AREAS OF DISPLAY SCREENS, SHALL BE RAISED ABOVE   SURROUNDING SURFACES. WHERE MEMBRANE KEYS ARE THE ONLY   METHOD OF INPUT, EACH SHALL BE TACTILELY DISCERNABLE   FROM SURROUNDING SURFACES AND ADJACENT KEYS.       25D) 707.6.2 NUMERIC KEYS. NUMERIC KEYS SHALL BE   ARRANGED IN A 12-KEY ASCENDING OR DESCENDING TELEPHONE   KEYPAD LAYOUT. THE NUMBER FIVE KEY SHALL BE TACTILELY   DISTINCT FROM THE OTHER KEYS.       26A) SHEET RD-1 DETAIL (1) SCUPPERS AND OVERFLOW   SCUPPERS PLEASE PROVIDE SIZING CALCULATIONS FOR BOTH   THE SCUPPERS AND OVERFLOW SHALL COMPLY WITH SECTION   1503 AND THE FLORIDA BUILDING CODE, PLUMBING, CHAPTER   11.       26B) SHEET RD-1 DETAIL (1) SCUPPERS AND OVERFLOW   SCUPPERS PLEASE PROVIDE COMPLIANCE 1503.7 PROTECTION   AGAINST DECAY AND TERMITES.   CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT   LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,   WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR   SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON   ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)   HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON   A ROOF ABOVE ANOTHER ROOF.       26C) SHEET RD-1 DETAIL (13) & SHEET S-4 DETAIL (2) A   PITCH PAN DETAIL, PLEASE NOTE FOR A/C ROOFTOP   COMPRESSORS PITCH PANS CAN NOT BE USED, COMPLIANCE WITH   1509.7 MECHANICAL UNITS. ROOF MOUNTED MECHANICAL UNITS   SHALL BE MOUNTED ON CURBS RAISED A MINIMUM OF 8 INCHES   (203 MM) ABOVE THE ROOF SURFACE (FINISH SURFACE, ALLOW   FOR ROOF TOP INSULATION, AND UNIT OVER HANG OF CURB),   OR WHERE ROOFING MATERIALS EXTEND BENEATH THE UNIT, ON   RAISED EQUIPMENT SUPPORTS PROVIDING A MINIMUM CLEARANCE   HEIGHT IN ACCORDANCE WITH TABLE 1509.7.           26D) SHEET RD-1 DETAIL (7) DOCK CANOPY GUTTER DETAIL   PLEASE PROVIDE THE SIZING OF THE GUTTER AND THE TYPE OF   FASTENERS FOR THE WEIGHT OF GUTTER AND RAINWATER RUN   OFF. 107.2.4 EXTERIOR WALL ENVELOPE. CONSTRUCTION   DOCUMENTS FOR ALL BUILDINGS SHALL DESCRIBE THE EXTERIOR   WALL ENVELOPE IN SUFFICIENT DETAIL TO DETERMINE   COMPLIANCE WITH THIS CODE. THE CONSTRUCTION DOCUMENTS   SHALL PROVIDE DETAILS OF THE EXTERIOR WALL ENVELOPE AS   REQUIRED, INCLUDING FLASHING, INTERSECTIONS WITH   DISSIMILAR MATERIALS, CORNERS, END DETAILS, CONTROL   JOINTS, INTERSECTIONS AT ROOF, EAVES OR PARAPETS, MEANS   OF DRAINAGE, WATER-RESISTIVE MEMBRANE AND DETAILS   AROUND OPENINGS.           27) SHEET RD-2 DETAIL # 3 ROOR TOP INSULATION DETAIL,   DETAIL <37.5 PLEASE ELIMINATE THE MEN ROOF IS ABOVE 30   FEET WITH THE TOP PORTION OF THE ROOF AT 31'-4" AND THE   TOP OF THE PARAPET AT 34'-0" THIS IS LESS THAN 3'-0"   AND CREATES CORNER ZONES. THE PLANS WILL NEED TO SHOW   INSULATION FASTENING FOR FULL SHEETS AND HALF SHEETS   FOR ZONES 1, 2 & 3 WITH THE ASSOCIATED PRESSURES FOR   BOTH FULL SHEETS AND HALF SHEETS.   2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION, 2010 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, 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   OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE   SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION   DOCUMENTS.       28) SHEET S-4 BAR JOIST SPACING. NOTE DEPENDING ON THE   ROOFING PRODUCT APPROVAL, SPACING OF BAR JOIST AND OR   THE THICKNESS OF THE STEEL DECK MAY BE A ISSUE ONCE THE   ROOFING APPROVAL HAS BEEN SUBMITTED. 107.2.1.2 FOR ROOF   ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION   DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE   TYPE OF ROOFING SYSTEM, MATERIALS, 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   OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE   SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION   DOCUMENTS.       *******************************************************   *******************************************************   *********************************************       ARCHITECTURAL PLANS SUBMITTED SUPPLEMENTAL DOCUMENTS BY   MCG ARCHITECTURE       29) 2ND REQUEST. ATAS WIND LOCK SUFFIT PANELSWERE   SUBMITTEDTHE FL COVERSHEET WAS NOT INCLUDED IDENTIFYING   THE PRODUCT. THE STRUCTURAL SHEETS DO NOT PROVIDE THE   NEGATIVE PRESSUES FOR THE SOFFIT. SEE SHEET A502 DETAIL   # 01. PRODUCT APPROVAL: 2010 FBC-B 1609.1.2 PROTECTION   OF OPENINGS, 1609.6.4.41 COMPONENTS & CLADDING       FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.   01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, SOFFITS, EFIS SYSTEMS,       30) 2010 FBC 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..       31A) COMPLIED. 01/09/15. SHEET A201 AND 300 SERIES   SHEETS INDICATE THE USE OF 5/8 INCH EXTERIOR GRADE   PLYWOOD AS BACKING (SHEATHING) PLEASE SEE THE BUILDING   IS DECLARED A TYPE IIB BUILDING. 03.1 ALLOWABLE   MATERIALS. COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN   BUILDINGS OF TYPE I OR II CONSTRUCTION IN THE FOLLOWING   APPLICATIONS AND IN ACCORDANCE WITH SECTIONS 603.1.1   THROUGH 603.1.3:       1.1 FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:   1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,   FRAMING AND DECKING.   UPDATE PLANS TO FIRE RETARDANT TREATED PLYWOOD.       31B) COMPLIED. SEE A-300 SERIES SHEETS AND SHOW   COMPLIANCE WITH 2010 FBC-B 1406.2.4 FIREBLOCKING. WHERE   THE COMBUSTIBLE EXTERIOR WALL COVERING IS FURRED FROM   THE WALL AND FORMS A SOLID SURFACE, THE DISTANCE   BETWEEN THE BACK OF THE COVERING AND THE WALL SHALL NOT   EXCEED 15/8 INCHES (41 MM). WHERE REQUIRED BY SECTION   717, THE SPACE THEREBY CREATED SHALL BE FIREBLOCKED.   ALSO SEE 717.2.6 AND EXCEPTIONS.       32) (3) COPIES OF EFIS FL 2030.0/ FL 2030.11 & NOA   12-0628.11 WERE SUBMITTED BUT NO SHOP DRAWING STAMP OF   APPROVAL FROM THE DESIGN PROFESSIONAL EITHER PUBLIX   ARCHITECT OR MCG ARCHITECTURE. THE A-300 SERIES SHEETS   SHOW THE USE OF EFIS SYSTEM, PLEASE SHOW COMPLIANCE   WITH:   2010 FBC-B 408.1 GENERAL.   THE PROVISIONS OF THIS SECTION SHALL GOVERN THE   MATERIALS, CONSTRUCTION AND QUALITY OF EXTERIOR   INSULATION AND FINISH SYSTEMS (EIFS) FOR USE AS   EXTERIOR WALL COVERINGS IN ADDITION TO OTHER APPLICABLE   REQUIREMENTS OF CHAPTERS 7, 14, 16, 17 AND 26.   1408.2 PERFORMANCE CHARACTERISTICS.   EIFS SHALL BE CONSTRUCTED SUCH THAT IT MEETS THE   PERFORMANCE CHARACTERISTICS REQUIRED IN ASTM E 2568.   1408.3 STRUCTURAL DESIGN.   THE UNDERLYING STRUCTURAL FRAMING AND SUBSTRATE SHALL   BE DESIGNED AND CONSTRUCTED TO RESIST LOADS AS REQUIRED   BY CHAPTER 16.   1408.4 WEATHER RESISTANCE.   EIFS SHALL COMPLY WITH SECTION 1403 AND SHALL BE   DESIGNED AND CONSTRUCTED TO RESIST WIND AND RAIN IN   ACCORDANCE WITH THIS SECTION AND THE MA   1408.4.1 EIFS WITH DRAINAGE.   EIFS WITH DRAINAGE SHALL HAVE AN AVERAGE MINIMUM   DRAINAGE EFFICIENCY OF 90 PERCENT WHEN TESTED IN   ACCORDANCE THE REQUIREMENTS OF ASTM E 2273 AND IS   REQUIRED ON FRAMED WALLS OF TYPE V CONSTRUCTION, GROUP   R1, R2, R3 AND R4 OCCUPANCIES.   1408.4.1.1 WATER-RESISTIVE BARRIER.   FOR EIFS WITH DRAINAGE, THE WATER-RESISTIVE BARRIER   SHALL COMPLY WITH SECTION 1404.2 OR ASTM E 2570.   1408.5 INSTALLATION.   INSTALLATION OF THE EIFS AND EIFS WITH DRAINAGE SHALL   BE IN ACCORDANCE WITH THE EIFS MANUFACTURER?S   INSTRUCTIONS.       33) 2ND REQUEST, SEMI COMPLIED. SHEET S001HAS   COMPONENTS & CLADDING IN ZONES 1-5. SHEET S001   INDICATES THE DESIGN PRESSURES WERE TAKEN AT 38'.   33A) ROOF ZONES 1 & 2 PRESSURES ARE GOOD   33B) ROOF ZONE # 3 IT APPEARS THE DESIGNER OF RECORD IS   TAKING CREDIT FOR A 3'-0" PARPET. SHEET A-303 DETAIL #   2 PROVIDES A DETAIL OF THIS AREA BUT NEITHER THE BOTTOM   OF THE BAR JOIST BEARING HEIGHT IS GIVEN NOR IS THE   FINISH ROOF HEIGHT NOT THE FINISH PARAPET HEIGHT GIVEN.   33C) WALL ZONES 4 & 5 THE PRESSURES ARE LOW LESS THAN   IF TAKEN AT 25' ABOVE GRADE FOR AN EXPOSURE C.       34) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT   FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL   PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND   A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT   APPLICATION. PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       35) WHEN RESUBMITTING PLANS PLEASE INDICATE THE   REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A   TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT   NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,   IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE   CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.   THANK YOU FOR YOUR ANTICIPATED COOPERATION.       A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]       DEVELOPMENT SERVICES HOME PAGE   HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS   REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO   THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE   THEREFORE SUBJECT TO PUBLIC DISCLOSURE.       MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF   FLORIDA SAVING LIVES AND PROPERTY SINCE 1953                                             Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2014-10-02 Cont ID   Sent By jwitmer Date 2014-10-02 Time 12:28 Rev Time 0.00 Received By jwitmer Date 2014-09-30 Time 06:59 Sent To   Notes 2014-09-30 11:21:01 BUILDING PLAN REVIEW   PERMIT: 14090659   ADD: 500 BELVEDERE RD   CONT: TBD   TEL: (561       2010 FLORIDA BUILDING CODE W   * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA   BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION   2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.       2010 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.       1ST REVIEW   DATE: TUES. SEPT. 30/ 2014   ACTION: DENIED       NOTE! PLANS INDICATE THEY ARE ONLY 50% COMPLETE. A   THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       1) THE PLANS SUBMITED SHOW TWO DIFFERENT SETS OF PLANS   ,ONE HAS THE HEADING OF SUPPLEMENTAL DRAWINGS, BUT THEY   ARE FROM A DIFFERENT ACHITECT, AND FIRM. PLEASE PROVIDE   COMPLIANCE WITH FL. ADMINISTRATIVE CODE, 61G1-23.015   RESPONSIBLE SUPERVISING CONTROL OVER ARCHITECTURAL   PRACTICE OUTSIDE OF THE ARCHITECT'S OFFICE.               2A) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA   BUILDING CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER   INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,   OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED   BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS   OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER   INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR   QUALIFICATIONS AND RELIABILITY.   THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR FOR:   BUILDING TYPE II CONSTRUCTION   FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE FOOT   FOR ALL MAJOR STRUCTURAL ALTERATIONS       SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT TIMES   WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF THE   BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED   ARCHITECT, OR ENGINEER, OR A PERSON LICENSED UNDER   CHAPTER 468, PART XII, FLORIDA STATUTES. SUCH   INSPECTORS SHALL SUBMIT WEEKLY PROGRESS REPORTS   INCLUDING THE DAILY INSPECTIONS TO THE BUILDING   OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF   THE RESIDENT INSPECTOR.       2B) 110.4 INSPECTION AGENCIES. THE BUILDING OFFICIAL IS   AUTHORIZED TO ACCEPT REPORTS OF APPROVED INSPECTION   AGENCIES, PROVIDED SUCH AGENCIES SATISFY THE   REQUIREMENTS AS TO QUALIFICATIONS AND RELIABILITY.       2C) FBC* 110.3.9 RESIDENT INSPECTOR. SUBMIT INSPECTOR   RESUME' AND LICENSE DOCUMENTS TO KEN CONRAD, MANAGER OF   THE RESIDENT INSPECTOR PROGRAM. KEN CONRAD CONTACT   INFORMATION:   TEL: 561-805-6666   E-MAIL: [email protected]       2D) SINCE THIS PROJECT WILL BE PART OF THE RESIDENT   INSPECTOR PROGRAM A THIRD SET OF ALL PLANS AND   SUPPORTING DOCUMENTS (ENERGY CALCULATIONS, SOILS   REPORTS, PRODUCT APPROVALS ETC, WILL BE REQUIRED.   107.3.1.       NOTE, FORMS WERE E-MAILED TO :   [email protected]       3) MISSING SOILS REPORTS, 2010 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.       4) SUBMIT (3) COPIES. 2010 FBC-B 1609.1.2 PROTECTION OF   OPENINGS, 1609.6.4.41 COMPONENTS & CLADDING. FLORIDA   DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010   (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS   THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES INCLUDING ROOFTOP   INSULATION   (E) SHUTTERS   (F) SKYLIGHTS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS, A/C ROOF CURBS AND ADAPTORS       5) THE COVER SHEET LIST PRODUCT APPROVALS REQUIRED BY   THE DESIGNER OF RECORD, ALL LISTED ARE FLORIDA   APPROVALS ONLY, NONE OF THE PRODUCTS HAVE BEEN REVIEWED   BY THE DESIGNER OF RECORD . 2010 FBC 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..       6) THE ROOFING REPORT SUBMITTED FL 5680-R9, LISTED IN   THE DESIGNER OF ECORDS LIST IS THE MOST CURRENT REPORT   FL 5680-R10.       7) MIAMI-DADE NOA 140626.02 CARLISLE SURE WELD NOT ON   THE DESINER OF RECODS LIST.       8) FL 11537-R4 DOOR NOT IDENTIFIED NOR PRESSURES, ONLY   ONE COPY SUBMITTED. MISSING INSTALATION INSTRUCTIONS.       9) SUBMITTED FL 11749-R2 DESIGNER OF RECORD REQUESTED   FL 14636-R3.       10) SUBMITTED FL 13533-R4 UPDATE TO THE CURRENT FL   13533-R5.       11) SUBMITTED DRYVIT SYSTEMS 11-1108.02 & 12-0703.03   MIAMI-DADE NOA, NOT ON LIST, NEVER REVIEWED.       12) SUBMITTED 1 COPY OF FL 15110.1 MIAMI-DADE NOA   IDENTIFY IF INSTALATION IS A "S" OR "NB" DOOR.       13) NO WINDOW REPORTS, WALL LOUVERS AND PRE-ENGINEERED   A/C STANDS WERE SUBMITTED.       14)(A) THERE ARE DISCREPANCIES IN THE LS-1 EGRESS DOOR   IDENTIFICATION PLAN VERSES THE CHART AT THE BOTTOM OF   THE PAGE. DISCREPANCY DOORS ON THE PLANS 22 & 18 ARE   NOT ON THE CHART AND ON THE CHART DOORS 21 & 19 ARE NOT   ON THE PLAN.       14)(B) DOOR # 17,18 & 19 ARE NOT ON THE CHART NOR IS   DOOR OPENING TO THE LEFT IN THE VESTIBULE BETWEEN DOORS   3 & 90, ARROWS SHOWING AN EGRESS PATH AND A EXIT SIGN   SHOWN, NO DOOR IS IDENTIFIED. THE DOORS CAN NOT BE   IDENTIFIED ON SHEET A5 SINCE THE STAPLES THAT BIND THE   PLANS TOGETHER ARE OVER THE IDENTIFYING DOOR NUMBERS.       14C) SHEET A-5 THE DOOR SCHEDULE IS IN THE UPPER LEFT   HAND CORNER SO FAR THE STAPLES WILL NOT LET YOU   IDENTIFY THE DOOR. 2010 WEST PALM BEACH AMENDMENTS TO   THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION   107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS.CONSTRUCTION DOCUMENTS 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 AND RELEVANT   LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED   BY THE BUILDING OFFICIAL.       14D) DOOR # 3 APPEARS TO BE (2) 48 INCH SWING DOORS.   BOTH DOORS ARE MISSING THE 18" CLEARANCE FOR   MANEUVERING CLEARANCES 2010 FL ACC CODE TABLE   404.2.4.1.       14E) PLEASE PROVIDE A SURVEY OR SITE PLAN, THE ISSUE IS   IS THERE A PROPERTY LINE BETWEEN PUBLIX AND THE OTHER   STORES, OR SITE PROPERTY LINE. THE DESIGN TEAM IS   TAKING AN EXECPTION TO UNLIMITED AREA UNDER 507.4.   507.5 REQUIRES 3 HR WALLS FOR WALLS WITH ONLY 40'-0"   CLEAR.       15) SHEET LS-1 VESTIBULE POSSIBLY 2 ELECTRIC CARTS ARE   IN THE EGRESS PATH.   2010 FBC-B 1003.3.3 HORIZONTAL PROJECTIONS. STRUCTURAL   ELEMENTS, FIXTURES OR FURNISHINGS SHALL NOT PROJECT   HORIZONTALLY FROM EITHER SIDE MORE THAN 4 INCHES (102   MM) OVER ANY WALKING SURFACE BETWEEN THE HEIGHTS OF 27   INCHES (686 MM) AND 80 INCHES (2032 MM) ABOVE THE   WALKING SURFACE.   2010 FBC-B 1003.3.4 CLEAR WIDTH. PROTRUDING OBJECTS   SHALL NOT REDUCE THE MINIMUM CLEAR WIDTH OF ACCESSIBLE   ROUTES.       16) LS1 BETWEEN GRID LINE 1 & 2 THERE APPEARS TO BE AN   EXIT WAY FROM THE FRONT OF THE BUILDING BUT IT STOPS   MIDWAY THROUGH THE BUILDING. THEN AT THE REAR CORNER OF   THE BUILDING THERE IS DOOR 25, IS THIS EXIT IN THE SAME   CORRIDOR OR IS THE REAR OF THE NEXT BUILDING IN FRONT   OF THE DOOR? PLEASE PROVIDE WHERE THIS CORRIDOR ENDS?   1027.2 EXIT DISCHARGE CAPACITY/ 1027.3 EXIT DISCHARGE   LOCATION.       17) SHEET A-1 ALL EXTERIOR 12" BLOCK WALLS SHOW THEY   ARE FOAM FILED, PLEASE PROVIDE PRODUCT INFORMATION FOR   FOAM INSULATION. 107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS. CONSTRUCTION DOCUMENTS 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 AND   RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS   DETERMINED BY THE BUILDING OFFICIAL.       18A) SHEET A-1 DESIGN PRESSURES ARE IN V-ULT, THEY DO   NOT PROVIDE THE WIND DESIGN CRITERIA. 2010 FBC-B   1609.1.1 DETERMINATION OF WIND DESIGN- CHAPTER 6 OF   ASCE 7-10.   1609.3 BASIC WIND SPEED FIGURE 1609.A-C   1609.3 WIND SPEED CONVERSION   1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN   ACCORDANCE WITH 1609.3.1 & ASCE 7-10       2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.       3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN   ACCORDANCE WITH 1609.4 & ASCE 7-10       4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *   SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.       5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE   TABLE 1609.2(2) .       18B) PLEASE ALSO PROVIDE THE VASD PRESSURES SINCE ALL   THE PRODUCT APPROVALS ARE IN VASD. 1609.3.1.       18C) THE ROOF ZONES NOT IDENTIFIED NOR THE PRESSURES   FOR THE ROOF ZONE.       19) SHEET A-2. DOORS 30 & 42 CAN NOT VERIFY THEIR FIRE   RATING SINCE SHEET A5 THE NUMBER COLUMN IDENTIFYING THE   DOORS IS STAPLED CAN NOT BE VIEWED UNDER THIS REVIEW.   107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS.CONSTRUCTION DOCUMENTS 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 AND RELEVANT   LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED   BY THE BUILDING OFFICIAL.       20A) SHEET A-2 NOTE BOTTOM OF SHEET INDICATES TYPE 1 &   2 WALLS IN THE SEAFOOD & MEAT DEPARTMENT ARE TO BE   FILED WITH CLOSED CELL SPRAY FOAM POLYURETHANE OR   ICYENE INSULATION. PLEASE PROVIDE COMPLIANCE WITH 2010   FBC-B 2603.4.1.2 (1-4) PROVIDE DOCUMENTATION.       20B) SHEET A-2 NOTE BOTTOM OF SHEET INDICATES TYPE 1 &   2 WALLS IN THE SEAFOOD & MEAT DEPARTMENT ARE TO BE   FILED WITH CLOSED CELL SPRAY FOAM POLYURETHANE OR   ICYENE INSULATION. THE USE OF "OR" THE DESIGNER OF   RECORD MUST DECIDE WHICH SYSTEM WILL BE INSTALLED.   107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. SUCH   DRAWINGS AND SPECIFICATIONS SHALL CONTAIN INFORMATION,   IN THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF   MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY   WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE   SPECIFIC, AND THE TECHNICAL CODES SHALL NOT BE CITED AS   A WHOLE OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS   EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC   INFORMATION.       21) SHEET A-9 GRAB BAR HEIGHTS ARE NOT PROVIDED,   PROVIDE COMPLIANCE WITH 2010 FBC- ACCESSIBILITY CODE   609.4. POSITION OF GRAB BARS.       22) SHEET A-17 SECTION THROUGH PHARMACY SHOWS AN   OPTIONAL DRIVE-THRU WINDOW. 2010 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION, 107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS. SUCH DRAWINGS AND SPECIFICATIONS SHALL   CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,   AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS   ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH   INFORMATION SHALL BE SPECIFIC, AND THE TECHNICAL CODES   SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR SHALL THE   TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE   FOR SPECIFIC INFORMATION.       23) SHEET A-17 SECTIONS THROUGH PHARMACY SHOW GYPSUM   BOARD SUSPENSION SYSTEM CEILING, THE PLANS DO NOT   INDICATE HOW THE SYSTEM IS TO BE SUSPENDED, ONLY THAT   THE 1 1/2" C CHANNEL IS TO OCCUR AT 48 INCHES O.C.?   PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B 2508.1   GENERAL.   GYPSUM BOARD AND GYPSUM PLASTER CONSTRUCTION SHALL BE   OF THE MATERIALS LISTED IN TABLES 2506.2 AND 2507.2.   THESE MATERIALS SHALL BE ASSEMBLED AND INSTALLED IN   COMPLIANCE WITH THE APPROPRIATE STANDARDS LISTED IN   TABLES 2508.1 AND 2511.1.1, AND CHAPTER 35.       24) ADA-2 ATM MACHINES PLEASE PROVIDE THE MANUFACTURERS   SPECIFICATIONS FOR FASTENING THE ATM MACHINE AND   ANCHORING IT TO EITHER THE FLOOR OR WALL SYSTEM.   107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED.       25A) ADA-2 ATM MACHINES PLEASE PROVIDE COMPLIANCE WITH   2010 FBC-ACCESS. CODE 707.2 CLEAR FLOOR OR GROUND   SPACE.   A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL   BE PROVIDED.       25B) 07.5 SPEECH OUTPUT. MACHINES SHALL BE SPEECH   ENABLED. OPERATING INSTRUCTIONS AND ORIENTATION,   VISIBLE TRANSACTION PROMPTS, USER INPUT VERIFICATION,   ERROR MESSAGES, AND ALL DISPLAYED INFORMATION FOR FULL   USE SHALL BE ACCESSIBLE TO AND INDEPENDENTLY USABLE BY   INDIVIDUALS WITH VISION IMPAIRMENTS. SPEECH SHALL BE   DELIVERED THROUGH A MECHANISM THAT IS READILY AVAILABLE   TO ALL USERS, INCLUDING BUT NOT LIMITED TO, AN INDUSTRY   STANDARD CONNECTOR OR A TELEPHONE HANDSET. SPEECH SHALL   BE RECORDED OR DIGITIZED HUMAN, OR SYNTHESIZED.       25C) 707.6.1 INPUT CONTROLS. AT LEAST ONE TACTILELY   DISCERNIBLE INPUT CONTROL SHALL BE PROVIDED FOR EACH   FUNCTION. WHERE PROVIDED, KEY SURFACES NOT ON ACTIVE   AREAS OF DISPLAY SCREENS, SHALL BE RAISED ABOVE   SURROUNDING SURFACES. WHERE MEMBRANE KEYS ARE THE ONLY   METHOD OF INPUT, EACH SHALL BE TACTILELY DISCERNABLE   FROM SURROUNDING SURFACES AND ADJACENT KEYS.       25D) 707.6.2 NUMERIC KEYS. NUMERIC KEYS SHALL BE   ARRANGED IN A 12-KEY ASCENDING OR DESCENDING TELEPHONE   KEYPAD LAYOUT. THE NUMBER FIVE KEY SHALL BE TACTILELY   DISTINCT FROM THE OTHER KEYS.       26A) SHEET RD-1 DETAIL (1) SCUPPERS AND OVERFLOW   SCUPPERS PLEASE PROVIDE SIZING CALCULATIONS FOR BOTH   THE SCUPPERS AND OVERFLOW SHALL COMPLY WITH SECTION   1503 AND THE FLORIDA BUILDING CODE, PLUMBING, CHAPTER   11.       26B) SHEET RD-1 DETAIL (1) SCUPPERS AND OVERFLOW   SCUPPERS PLEASE PROVIDE COMPLIANCE 1503.7 PROTECTION   AGAINST DECAY AND TERMITES.   CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT   LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,   WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR   SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON   ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)   HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON   A ROOF ABOVE ANOTHER ROOF.       26C) SHEET RD-1 DETAIL (13) & SHEET S-4 DETAIL (2) A   PITCH PAN DETAIL, PLEASE NOTE FOR A/C ROOFTOP   COMPRESSORS PITCH PANS CAN NOT BE USED, COMPLIANCE WITH   1509.7 MECHANICAL UNITS. ROOF MOUNTED MECHANICAL UNITS   SHALL BE MOUNTED ON CURBS RAISED A MINIMUM OF 8 INCHES   (203 MM) ABOVE THE ROOF SURFACE (FINISH SURFACE, ALLOW   FOR ROOF TOP INSULATION, AND UNIT OVER HANG OF CURB),   OR WHERE ROOFING MATERIALS EXTEND BENEATH THE UNIT, ON   RAISED EQUIPMENT SUPPORTS PROVIDING A MINIMUM CLEARANCE   HEIGHT IN ACCORDANCE WITH TABLE 1509.7.           26D) SHEET RD-1 DETAIL (7) DOCK CANOPY GUTTER DETAIL   PLEASE PROVIDE THE SIZING OF THE GUTTER AND THE TYPE OF   FASTENERS FOR THE WEIGHT OF GUTTER AND RAINWATER RUN   OFF. 107.2.4 EXTERIOR WALL ENVELOPE. CONSTRUCTION   DOCUMENTS FOR ALL BUILDINGS SHALL DESCRIBE THE EXTERIOR   WALL ENVELOPE IN SUFFICIENT DETAIL TO DETERMINE   COMPLIANCE WITH THIS CODE. THE CONSTRUCTION DOCUMENTS   SHALL PROVIDE DETAILS OF THE EXTERIOR WALL ENVELOPE AS   REQUIRED, INCLUDING FLASHING, INTERSECTIONS WITH   DISSIMILAR MATERIALS, CORNERS, END DETAILS, CONTROL   JOINTS, INTERSECTIONS AT ROOF, EAVES OR PARAPETS, MEANS   OF DRAINAGE, WATER-RESISTIVE MEMBRANE AND DETAILS   AROUND OPENINGS.           27) SHEET RD-2 DETAIL # 3 ROOR TOP INSULATION DETAIL,   DETAIL <37.5 PLEASE ELIMINATE THE MEN ROOF IS ABOVE 30   FEET WITH THE TOP PORTION OF THE ROOF AT 31'-4" AND THE   TOP OF THE PARAPET AT 34'-0" THIS IS LESS THAN 3'-0"   AND CREATES CORNER ZONES. THE PLANS WILL NEED TO SHOW   INSULATION FASTENING FOR FULL SHEETS AND HALF SHEETS   FOR ZONES 1, 2 & 3 WITH THE ASSOCIATED PRESSURES FOR   BOTH FULL SHEETS AND HALF SHEETS.   2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION, 2010 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, 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   OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE   SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION   DOCUMENTS.       28) SHEET S-4 BAR JOIST SPACING. NOTE DEPENDING ON THE   ROOFING PRODUCT APPROVAL, SPACING OF BAR JOIST AND OR   THE THICKNESS OF THE STEEL DECK MAY BE A ISSUE ONCE THE   ROOFING APPROVAL HAS BEEN SUBMITTED. 107.2.1.2 FOR ROOF   ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION   DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE   TYPE OF ROOFING SYSTEM, MATERIALS, 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   OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE   SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION   DOCUMENTS.       *******************************************************   *******************************************************   *********************************************       ARCHITECTURAL PLANS SUBMITTED SUPPLEMENTAL DOCUMENTS BY   MCG ARCHITECTURE       29) ATAS WIND LOCK SUFFIT PANELS WILL REQUIRE A PRODUCT   APPROVAL: 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.41 COMPONENTS & CLADDING       FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.   01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, SOFFITS, EFIS SYSTEMS,       30) 2010 FBC 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..       31) SHEET A201 AND 300 SERIES SHEETS INDICATE THE USE   OF 5/8 INCH EXTERIOR GRADE PLYWOOD AS BACKING   (SHEATHING) PLEASE SEE THE BUILDING IS DECLARED A TYPE   IIB BUILDING. 03.1 ALLOWABLE MATERIALS. COMBUSTIBLE   MATERIALS SHALL BE PERMITTED IN BUILDINGS OF TYPE I OR   II CONSTRUCTION IN THE FOLLOWING APPLICATIONS AND IN   ACCORDANCE WITH SECTIONS 603.1.1 THROUGH 603.1.3:       1.1 FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:   1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,   FRAMING AND DECKING.   UPDATE PLANS TO FIRE RETARDANT TREATED PLYWOOD.       31) SEE A-300 SERIES SHEETS AND SHOW COMPLIANCE WITH   2010 FBC-B 1406.2.4 FIREBLOCKING. WHERE THE COMBUSTIBLE   EXTERIOR WALL COVERING IS FURRED FROM THE WALL AND   FORMS A SOLID SURFACE, THE DISTANCE BETWEEN THE BACK OF   THE COVERING AND THE WALL SHALL NOT EXCEED 15/8 INCHES   (41 MM). WHERE REQUIRED BY SECTION 717, THE SPACE   THEREBY CREATED SHALL BE FIREBLOCKED. ALSO SEE 717.2.6   AND EXCEPTIONS.       32) THE A-300 SERIES SHEETS SHOW THE USE OF EFIS   SYSTEM, PLEASE SHOW COMPLIANCE WITH:   2010 FBC-B 408.1 GENERAL.   THE PROVISIONS OF THIS SECTION SHALL GOVERN THE   MATERIALS, CONSTRUCTION AND QUALITY OF EXTERIOR   INSULATION AND FINISH SYSTEMS (EIFS) FOR USE AS   EXTERIOR WALL COVERINGS IN ADDITION TO OTHER APPLICABLE   REQUIREMENTS OF CHAPTERS 7, 14, 16, 17 AND 26.   1408.2 PERFORMANCE CHARACTERISTICS.   EIFS SHALL BE CONSTRUCTED SUCH THAT IT MEETS THE   PERFORMANCE CHARACTERISTICS REQUIRED IN ASTM E 2568.   1408.3 STRUCTURAL DESIGN.   THE UNDERLYING STRUCTURAL FRAMING AND SUBSTRATE SHALL   BE DESIGNED AND CONSTRUCTED TO RESIST LOADS AS REQUIRED   BY CHAPTER 16.   1408.4 WEATHER RESISTANCE.   EIFS SHALL COMPLY WITH SECTION 1403 AND SHALL BE   DESIGNED AND CONSTRUCTED TO RESIST WIND AND RAIN IN   ACCORDANCE WITH THIS SECTION AND THE MA   1408.4.1 EIFS WITH DRAINAGE.   EIFS WITH DRAINAGE SHALL HAVE AN AVERAGE MINIMUM   DRAINAGE EFFICIENCY OF 90 PERCENT WHEN TESTED IN   ACCORDANCE THE REQUIREMENTS OF ASTM E 2273 AND IS   REQUIRED ON FRAMED WALLS OF TYPE V CONSTRUCTION, GROUP   R1, R2, R3 AND R4 OCCUPANCIES.   1408.4.1.1 WATER-RESISTIVE BARRIER.   FOR EIFS WITH DRAINAGE, THE WATER-RESISTIVE BARRIER   SHALL COMPLY WITH SECTION 1404.2 OR ASTM E 2570.   1408.5 INSTALLATION.   INSTALLATION OF THE EIFS AND EIFS WITH DRAINAGE SHALL   BE IN ACCORDANCE WITH THE EIFS MANUFACTURER?S   INSTRUCTIONS.       33) SHEET S001HAS COMPONENTS & CLADDING THAT ARE   DIFFERENT FROM THOUGHS FOUND ON SHEET A-1 WHICH   PRESSURES ARE TTO BE USED FORTHIS PROJECT? DISCREPANCY.   107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.       34) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT   FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL   PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND   A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT   APPLICATION. PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       35) WHEN RESUBMITTING PLANS PLEASE INDICATE THE   REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A   TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT   NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,   IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE   CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.   THANK YOU FOR YOUR ANTICIPATED COOPERATION.       A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]       DEVELOPMENT SERVICES HOME PAGE   HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS   REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO   THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE   THEREFORE SUBJECT TO PUBLIC DISCLOSURE.       MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF   FLORIDA SAVING LIVES AND PROPERTY SINCE 1953                                             Review Stop E ELECTRICAL Rev No 3 Status P Date 2015-01-29 Cont ID   Sent By rlecky Date 2015-01-29 Time 11:49 Rev Time 0.00 Received By rlecky Date 2015-01-29 Time 10:30 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 2 Status P Date 2015-01-06 Cont ID   Sent By rlecky Date 2015-01-06 Time 13:04 Rev Time 0.00 Received By rlecky Date 2015-01-06 Time 11:23 Sent To   Notes 2014-12-04 14:02:45 NEW SHEETS SUBMITTED. JG. Review Stop E ELECTRICAL Rev No 1 Status P Date 2014-10-09 Cont ID   Sent By rlecky Date 2014-10-09 Time 13:49 Rev Time 0.00 Received By rlecky Date 2014-10-09 Time 10:07 Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 3 Status P Date 2015-02-10 Cont ID   Sent By cranford Date 2015-02-10 Time 15:31 Rev Time 0.00 Received By cranford Date 2015-02-10 Time 15:31 Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 2 Status P Date 2014-12-15 Cont ID   Sent By cranford Date 2014-12-15 Time 15:09 Rev Time 0.00 Received By cranford Date 2014-12-15 Time 14:49 Sent To Z Notes 2014-12-15 15:08:58 ALSO REVIEWED UNDER ENGINEERING DEVELOPMENT APPROVAL   E14060020 Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2014-10-03 Cont ID   Sent By cranford Date 2014-10-03 Time 09:29 Rev Time 0.00 Received By cranford Date 2014-10-02 Time 14:19 Sent To P Notes 2014-10-03 09:32:56 DEMONSTRATE THAT THE STORMWATER MANAGEMENT SYSTEM HAS   BEEN DESIGN TO INCLUDE THE VELOCITY AND DURATION OF THE   DISCHARGE FROM THE ROOF DRAINS. Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status P Date 2015-02-11 Cont ID   Sent By pleduc Date 2015-02-11 Time   Rev Time 0.00 Received By pleduc Date 2015-02-11 Time 15:56 Sent To   Notes 2015-02-11 16:07:25 THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,   FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:           SHEET'S LS - 1 AND A - 1, COMPLIED       ADDITIONAL: THE DOOR SCHEDULE ONLY LISTS THE FRONT EXIT   DOOR AS BEING 12' WIDE, NO CLEAR OPENING DIMENSION IS   INDICATED TO VERIFY THE EXIT CAPACITY.   ONE ONE SHEET THERE ARE FOUR DOOR AND FOUR EXIT ARROWS   SHOWING FROM THE FRONT FOYER AREA. ANOTHER SHEET SHEET   SHOWS TWO. THE FOYER EXIT DESIGN IS NOT CONSISTENT   AND NEEDS CORRECTION. REMAINS- PROVISO: WILL ADDRESS   DURING CONSTRUCTION.       SHEET'S LS - 1 AND A - 1, DOORS 16, 18, AND 22 ARE   INDICATED AS EXITS. APPEARS TO BE COMPLIED; HOWEVER,   PROVISO: WILL ADDRESS DURING CONSTRUCTION.       ADDITIONAL : THE SUBMITTAL CONTINUES TO SHOW A FENCED   IN AREA IN THE REAR OF THE BUILDING THAT THESE THREE   EXIT DOORS OPEN UP TO. THERE DOES NOT SEEM TO BE AN   EXIT OUT OF THIS   FENCED IN AREA. IF THERE IS NO CLEAR EXIT FROM THIS   AREA , THESE THREE DOORS CAN NOT BE USED AS EXIT DOORS   AND YOUR EXIT CALCULATIONS NEED TO BE CORRECTED.   APPEARS TO BE COMPLIED; HOWEVER, PROVISO : WILL ADDRESS   DURING CONSTRUCTION.       SHEET A - 5, THE DOOR SCHEDULE IS STAPLED IN SUCH A WAY   THAT IT IS UNREADABLE AND DOORS CAN NOT BE LOCATED OR   VERIFIED. COMPLIED       ALL FIRE RATED OPENING PROTECTIONS (FIRE DOORS AND   HARDWARE) SHALL BE CLEARLY IDENTIFIED AND INDICATED IN   THE DOOR SCHEDULE. ALL DOORS THAT OPEN ONTO EXIT ACCESS   CORRIDORS SHALL BE AT LEAST 20 MINUTE FIRE RATED AND BE   EQUIPPED WITH SELF-CLOSING DEVICES THAT CAUSE THE DOOR   TO POSITIVELY LATCH WHEN CLOSED. THIS REQUIREMENT SHALL   BE CLEARLY INDICATED AND ILLUSTRATED ON THE DOOR   SCHEDULE. PROVISO: WILL ADDRESS DURING CONSTRUCTION.       EMERGENCY LIGHTING IS NOT PROVIDED FOR OR INDICATED.   COMPLIED           ADDITIONAL EXIT SIGNS SHALL BE PLACED AT THE END OF   MAIN ISLES AND AT THE OPPOSITE CORNERS OF THE MAIN   SHOPPING AREA. (NOTE THE LOCATIONS ON SHEET LS - 1)   ADDITIONAL SIGNS MAY BE ADDED IF OBSTRUCTED BY LINE OF   SITE ISSUES DURING INSPECTIONS. PROVISO: WILL ADDRESS   ANY ADDITIONAL NEEDED EXIT SIGNS DURING CONSTRUCTION.       THE PROPOSED GENERATOR SHALL MEET THE REQUIREMENTS OF   NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER   SYSTEMS. THE GENERATOR SHALL BE PROTECTED FROM DAMAGE   BY VEHICLE TRAFFIC. COMPLIED       A KNOX BOX AND KEY SYSTEM IS REQUIRED FOR THIS BUILDING   FOR ENTRY BY FIRE PERSONNEL IN THE EVENT OF AN   EMERGENCY AT ANY TIME. COMPLIED       NOTICE 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 AN APPROVED SYMBOL. THE APPROVED SYMBOL SHALL BE   PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY   DOOR. PROVISO: WILL ADDRESS DURING CONSTRUCTION.       ALL KITCHEN EQUIPMENT AND OPERATIONS SHALL COMPLY WITH   NFPA 96, STANDARD FOR VENTILATION CONTROL AND FIRE   PROTECTION OF COMMERCIAL COOKING OPERATIONS.   EXTINGUISHMENT AND VENTILATION SYSTEM SHOP DRAWINGS   SHALL BE SUBMITTED SEPARATELY FOR APPROVAL. COMPLIED       A MONITORED FIRE ALARM SYSTEM IS REQUIRED FOR THIS   STRUCTURE. COMPLIED     Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2014-12-05 Cont ID   Sent By pleduc Date 2014-12-05 Time   Rev Time 0.00 Received By pleduc Date 2014-12-05 Time 11:43 Sent To   Notes 2014-12-18 11:06:03 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE   MARSHAL, WITH THE FOLLOWING COMMENTS:       THE FOLLOWING PREVIOUS COMMENTS DID NOT APPEAR TO BE   ADDRESSED IN THIS RESUBMITTAL WITH ADDITIONAL   INFORMATION.           SHEET'S LS - 1 AND A - 1, THE FRONT DOOR DIMENSIONS   COULD NOT BE VERIFIED TO ACCOUNT FOR THE OCCUPANCY EXIT   LOADS. IT APPEARS THAT 1/2 OF THE OCCUPANY CAN NOT EXIT   THROUGH THE FRONT DOORS. PLEASE PROVIDE GREATER DETAIL   OF THE OPENING DIMENSIONS AND CALCULATIONS.       ADDITIONAL: THE DOOR SCHEDULE ONLY LISTS THE FRONT EXIT   DOOR AS BEING 12' WIDE, NO CLEAR OPENING DIMENSION IS   INDICATED TO VERIFY THE EXIT CAPACITY.   ONE ONE SHEET THERE ARE FOUR DOOR AND FOUR EXIT ARROWS   SHOWING FROM THE FRONT FOYER AREA. ANOTHER SHEET SHEET   SHOWS TWO. THE FOYER EXIT DESIGN IS NOT CONSISTENT   AND NEEDS CORRECTION.       SHEET'S LS - 1 AND A - 1, DOORS 16, 18, AND 22 ARE   INDICATED AS EXITS. THERE APPEARS TO BE A CHAIN LINK   FENCE AREA THAT THESE DOORS EXIT DISCHARGE TO. THE EXIT   DISCHARGE SHALL BE TO A UNOBSTRUCTED PUBLIC WAY.       ADDITIONAL : THE SUBMITTAL CONTINUES TO SHOW A FENCED   IN AREA IN THE REAR OF THE BUILDING THAT THESE THREE   EXIT DOORS OPEN UP TO. THERE DOES NOT SEEM TO BE AN   EXIT OUT OF THIS   FENCED IN AREA. IF THERE IS NO CLEAR EXIT FROM THIS   AREA , THESE THREE DOORS CAN NOT BE USED AS EXIT DOORS   AND YOUR EXIT CALCULATIONS NEED TO BE CORRECTED.       SHEET A - 5, THE DOOR SCHEDULE IS STAPLED IN SUCH A WAY   THAT IT IS UNREADABLE AND DOORS CAN NOT BE LOCATED OR   VERIFIED.       ADDITIONAL : THE STAPLES MUST BE MOVED TO ALLOW FOR   EASY VIEWING OF ALL DRAWINGS AND TABLES.       ALL FIRE RATED OPENING PROTECTIONS (FIRE DOORS AND   HARDWARE) SHALL BE CLEARLY IDENTIFIED AND INDICATED IN   THE DOOR SCHEDULE. ALL DOORS THAT OPEN ONTO EXIT ACCESS   CORRIDORS SHALL BE AT LEAST 20 MINUTE FIRE RATED AND BE   EQUIPPED WITH SELF-CLOSING DEVICES THAT CAUSE THE DOOR   TO POSITIVELY LATCH WHEN CLOSED. THIS REQUIREMENT SHALL   BE CLEARLY INDICATED AND ILLUSTRATED ON THE DOOR   SCHEDULE.       EMERGENCY LIGHTING IS NOT PROVIDED FOR OR INDICATED.       ADDITIONAL : A STATEMENT, NOTE OR SYMBOL REGARDING   EMERGENCY LIGHTING SHALL BE INDICATED ON THE LIFE   SAFETY AND ELECTRICAL PLAN.       ADDITIONAL EXIT SIGNS SHALL BE PLACED AT THE END OF   MAIN ISLES AND AT THE OPPOSITE CORNERS OF THE MAIN   SHOPPING AREA. (NOTE THE LOCATIONS ON SHEET LS - 1)   ADDITIONAL SIGNS MAY BE ADDED IF OBSTRUCTED BY LINE OF   SITE ISSUES DURING INSPECTIONS.       ADDITIONAL : ANY PERSON STANDING ON ANY MAIN ISLE SHALL   BE ABLE TO SEE AN EMERGENCY LIGHT.       THE PROPOSED GENERATOR SHALL MEET THE REQUIREMENTS OF   NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER   SYSTEMS. THE GENERATOR SHALL BE PROTECTED FROM DAMAGE   BY VEHICLE TRAFFIC.       ADDITIONAL : PROVIDE STATEMENT OR NOTE WHERE   APPROPRIATE.       THE ELEVATOR SHALL CONFORM TO THE REQUIREMENTS TO THE   FIREFIGHTERS EMERGENCY OPERATIONS AND ACCOMODATE THE   EMS STANDARDS FOR STRETCHER DIMENSIONS.       ADDITIONAL : PROVIDE STATEMENT OR NOTE WHERE   APPROPRIATE.       A KNOX BOX AND KEY SYSTEM IS REQUIRED FOR THIS BUILDING   FOR ENTRY BY FIRE PERSONNEL IN THE EVENT OF AN   EMERGENCY AT ANY TIME.       ADDITIONAL : PROVIDE STATEMENT OR NOTE WHERE   APPROPRIATE.       NOTICE 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 AN APPROVED SYMBOL. THE APPROVED SYMBOL SHALL BE   PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY   DOOR.       ADDITIONAL : PROVIDE STATEMENT OR NOTE WHERE   APPROPRIATE.       ALL KITCHEN EQUIPMENT AND OPERATIONS SHALL COMPLY WITH   NFPA 96, STANDARD FOR VENTILATION CONTROL AND FIRE   PROTECTION OF COMMERCIAL COOKING OPERATIONS.   EXTINGUISHMENT AND VENTILATION SYSTEM SHOP DRAWINGS   SHALL BE SUBMITTED SEPARATELY FOR APPROVAL.       ADDITIONAL : PROVIDE STATEMENT OR NOTE WHERE   APPROPRIATE.       A MONITORED FIRE ALARM SYSTEM IS REQUIRED FOR THIS   STRUCTURE.       ADDITIONAL : PROVIDE STATEMENT OR NOTE WHERE   APPROPRIATE.                 Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2014-10-23 Cont ID   Sent By pleduc Date 2014-10-23 Time   Rev Time 0.00 Received By pleduc Date 2014-10-20 Time 14:26 Sent To PC Notes 2014-10-21 17:06:46 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE   MARSHAL, WITH THE FOLLOWING COMMENTS:       SHEET'S LS - 1 AND A - 1, THE FRONT DOOR DIMENSIONS   COULD NOT BE VERIFIED TO ACCOUNT FOR THE OCCUPANCY EXIT   LOADS. IT APPEARS THAT 1/2 OF THE OCCUPANY CAN NOT EXIT   THROUGH THE FRONT DOORS. PLEASE PROVIDE GREATER DETAIL   OF THE OPENING DIMENSIONS AND CALCULATIONS.       SHEET'S LS - 1 AND A - 1, DOORS 16, 18, AND 16 ARE   INDICATED AS EXITS. THERE APPEARS TO BE A CHAIN LINK   FENCE AREA THAT THESE DOORS EXIT DISCHARGE TO. THE EXIT   DISCHARGE SHALL BE TO A UNOBSTRUCTED PUBLIC WAY.       SHEET A - 5, THE DOOR SCHEDULE IS STAPLED IN SUCH A WAY   THAT IT IS UNREADABLE AND DOORS CAN NOT BE LOCATED OR   VERIFIED.       ALL FIRE RATED OPENING PROTECTIONS (FIRE DOORS AND   HARDWARE) SHALL BE CLEARLY IDENTIFIED AND INDICATED IN   THE DOOR SCHEDULE. ALL DOORS THAT OPEN ONTO EXIT ACCESS   CORRIDORS SHALL BE AT LEAST 20 MINUTE FIRE RATED AND BE   EQUIPPED WITH SELF-CLOSING DEVICES THAT CAUSE THE DOOR   TO POSITIVELY LATCH WHEN CLOSED. THIS REQUIREMENT SHALL   BE CLEARLY INDICATED AND ILLUSTRATED ON THE DOOR   SCHEDULE.       EMERGENCY LIGHTING IS NOT PROVIDED FOR OR INDICATED.       ADDITIONAL EXIT SIGNS SHALL BE PLACED AT THE END OF   MAIN ISLES AND AT THE OPPOSITE CORNERS OF THE MAIN   SHOPPING AREA. (NOTE THE LOCATIONS ON SHEET LS - 1)   ADDITIONAL SIGNS MAY BE ADDED IF OBSTRUCTED BY LINE OF   SITE ISSUES DURING INSPECTIONS.       THE PROPOSED GENERATOR SHALL MEET THE REQUIREMENTS OF   NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER   SYSTEMS. THE GENERATOR SHALL BE PROTECTED FROM DAMAGE   BY VEHICLE TRAFFIC.       THE LOCATIONS OF THE COMPACTOR AND THE GENERATOR AND   ANY OTHER STRUCTURE OF OBJECT SHALL NOT ENCROACH ON THE   REQUIRED 20' FIRE LANE ALONG ALL SIDES OF THE BUILDING.   THE FIRE LANE SHALL BE INDICATED BY FIRE LANE MARKING   TO INCLUDE PAINT AND SIGNAGE.       THE ELEVATOR SHALL CONFORM TO THE REQUIREMENTS TO THE   FIREFIGHTERS EMERGENCY OPERATIONS AND ACCOMODATE THE   EMS STANDARDS FOR STRETCHER DIMENSIONS.       ALL FIRE DEPARTMENT SPRINKLER SYSTEM CONNECTIONS   (FDC,S) FOR THE PROJECT SHALL BE IDENTIFIED AND   COORDINATED WITH THE BUREAU OF FIRE PREVENTION.       ALL FIRE WATER MAINS, SIZES AND THEIR VALVE ASSEMBLIES   SHALL BE CLEARLY IDENTIFIED AND ILLUSTRATED ON THE   PLAN.       A KNOX BOX AND KEY SYSTEM IS REQUIRED FOR THIS BUILDING   FOR ENTRY BY FIRE PERSONNEL IN THE EVENT OF AN   EMERGENCY AT ANY TIME.       NOTICE 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 AN APPROVED SYMBOL. THE APPROVED SYMBOL SHALL BE   PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY   DOOR.       ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS   DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED   ON THE PLAN. THE FIRE HYDRANT AND FDC'S FOR THIS   PROJECT SHALL BE CLOSELY COORDINATED WITH THE BUREAU OF   FIRE PREVENTION. IT WILL RECOMMEND THAT THE PROPOSED   NEW HYDRANT LOCATIONS BE MOVED CLOSER TO THE BUILDING   IN AN AGREEABLE LOCATION.       ALL KITCHEN EQUIPMENT AND OPERATIONS SHALL COMPLY WITH   NFPA 96, STANDARD FOR VENTILATION CONTROL AND FIRE   PROTECTION OF COMMERCIAL COOKING OPERATIONS.   EXTINGUISHMENT AND VENTILATION SYSTEM SHOP DRAWINGS   SHALL BE SUBMITTED SEPARATELY FOR APPROVAL.       A MONITORED FIRE ALARM SYSTEM IS REQUIRED FOR THIS   STRUCTURE.       SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY   IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING   ALL CONSTRUCTION ACTIVITIES.       TRASH AND DEBRIS IS TO BE REMOVED FROM THE SITE DAILY   OR MORE OFTEN TO REDUCE THE ACCUMULATION OF POTENTIAL   LIFE AND FIRE SAFETY HAZARDS.       CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY WITH   NFPA 241. MUTLTIPLE CONSTRUCTION TRAILERS SHALL COMPLY   WITH THE REQUIRED SEPARATION DISTANCES OR THEY SHALL BE   SPRINKLERED.     Review Stop G GAS REVIEW Rev No 1 Status P Date 2015-02-03 Cont ID   Sent By tklarge Date 2015-02-03 Time 07:52 Rev Time 0.00 Received By tklarge Date 2015-02-03 Time 07:52 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2015-03-11 Cont ID   Sent By   Date 2015-03-11 Time   Rev Time 0.00 Received By   Date 2015-03-10 Time   Sent To   Notes 2015-03-11 16:11:58 THE PERMIT IS READY FOR ISSUANCE LOCATED AT J. W. SIDE   TABLE. Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2015-02-28 Cont ID   Sent By   Date 2015-02-28 Time   Rev Time 0.00 Received By   Date 2015-02-20 Time   Sent To   Notes 2015-02-28 08:13:55 SENT TO C-27/ C-28 Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2015-02-18 Cont ID   Sent By hmoser Date 2015-02-18 Time 13:03 Rev Time 0.00 Received By hmoser Date 2015-01-28 Time 12:26 Sent To   Notes 2015-01-28 12:26:31 C27 / C28     Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2015-01-06 Cont ID   Sent By rlecky Date 2015-01-06 Time 13:08 Rev Time 0.00 Received By rlecky Date 2014-12-03 Time 13:49 Sent To   Notes 2014-12-04 13:49:34 RE-SUBMITTAL SENT TO C27 SHELF FOR REVIEW. JG. Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2014-10-23 Cont ID   Sent By pleduc Date 2014-10-23 Time 10:43 Rev Time 0.00 Received By pleduc Date 2014-09-18 Time 07:43 Sent To   Notes 2014-09-19 07:43:36 C25 Review Stop IMPACT COUNTY IMPACT FEES Rev No 3 Status N Date 2015-03-11 Cont ID   Sent By jwitmer Date 2015-03-11 Time   Rev Time 0.00 Received By jwitmer Date 2015-03-11 Time   Sent To   Notes 2015-03-11 16:10:52 3/11/2015 MU 2015-005718-0000 NO IMPACT FEES DUE. Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status F Date 2014-12-24 Cont ID   Sent By jwitmer Date 2014-12-24 Time 08:43 Rev Time 0.00 Received By jwitmer Date 2014-12-24 Time 08:43 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2014-12-24 Cont ID   Sent By jwitmer Date 2014-12-24 Time 08:42 Rev Time 0.00 Received By jwitmer Date 2014-12-24 Time 08:42 Sent To   Notes 2014-12-24 08:43:05 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT   FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL   PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND   A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT   APPLICATION. PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]   CONSTRUCTION SERVICES HOME PAGE   HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP     Review Stop M MECHANICAL (A/C) Rev No 3 Status P Date 2015-02-18 Cont ID   Sent By hmoser Date 2015-02-18 Time 13:03 Rev Time 0.00 Received By hmoser Date 2015-02-18 Time 09:28 Sent To   Notes 2015-02-18 13:03:14 PASS PROVISO   1) REFER TO SECTION 301.12 WIND RESISTANCE.   2010 FBC (M) PROVIDE A DETAIL FROM THE   ENGINEER ON THE CURB TO ROOF TIEDOWN.   SIZE AND TYPE OF ANCHORS USED   2) REFER TO SECTION 503.2.5.4 SHUTOFF   DAMPER CONTROLS. FOR FRESH AIR   AND EXHAUST. 2010 FLORIDA ENERGY CODE   3) HOODS AND COOLERS ARE NOT PART OF THIS REVIEW   SEPARATE APPLICATION, PLANS AND PERMITS ARE REQUIRED       PLAN REVIEW BY HAROLD MOSER   [email protected]   OFFICE 561-805-6732   FAX 561-805-6676     Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2015-01-03 Cont ID   Sent By hmoser Date 2015-01-03 Time 09:12 Rev Time 0.00 Received By hmoser Date 2015-01-03 Time 07:02 Sent To   Notes 2015-01-03 09:12:08 PLAN DENIED   1) MISSING FIRE DAMPER IN ROOM 112 ELEC. EQUIP.   ROOM . REFER TO SECTION 607.5.3 FBC (M) 2010   2) PLEASE MARK RATED WALLS ON MECHANICAL PLAN   PER SECTION 107 FBC 2010   3) MARK OR NUMBER ROOMS ON MECHANICAL PLAN.   PER SECTION 107 FBC 2010   4) REFER TO SECTION 304.11 GUARDS FBC (M) 2010   5) REFER TO SECTION 1509.7 AND TABLE 1509.7 FBC 2010   6) HOODS AND COOLERS WILL NOT BE REVIEWED UNDER THIS   PERMIT NUMBER   SEPARATE APPLICATION, PLAN AND PERMIT REQUIRED.       PLAN REVIEW BY HAROLD MOSER   [email protected]   OFFICE 561-805-6732   FAX 561-805-6676 2014-12-04 14:02:25 NEW SHEETS SUBMITTED. JG. Review Stop M MECHANICAL (A/C) Rev No 1 Status P Date 2014-10-08 Cont ID   Sent By rbergsma Date 2014-10-08 Time   Rev Time 1.50 Received By rbergsma Date 2014-10-08 Time   Sent To P Notes ***NONE*** Review Stop P PLUMBING Rev No 3 Status P Date 2015-02-03 Cont ID   Sent By tklarge Date 2015-02-03 Time 07:52 Rev Time 0.00 Received By tklarge Date 2015-01-31 Time 08:39 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 2 Status F Date 2014-12-17 Cont ID   Sent By tklarge Date 2014-12-17 Time 07:25 Rev Time 0.00 Received By tklarge Date 2014-12-15 Time 14:24 Sent To   Notes 2014-12-17 06:59:39 1) PLUMBING PLANS REFER TO CIVIL DRAWINGS AND SITE PLAN   FOR CONTINUATION OF PLUMBING LINES. SITE PLANS AND   CIVIL DRAWINGS HAVE NOTE BEEN SUBMITTED WITH THESE   PLANS. SUBMIT 2 COPIES OF SITE PLANS AND CIVIL   DRAWINGS. WPB AMEND. TO 2010 FBC SEC. 107.2.1.2ND   REQUEST.   2) SHT. A-9 SHOWS THE STANDARD TOILET STALL AS 5 FT. IN   LENGTH AND SHT.ADA-1 SHOWS THE LENGTH AS 6 FT. 2 INCHES   IN LENGTH. CLARIFY.   3) SHT. EQ-1 SUBMIT DETAILS FOR THE GREASE CONTAINER   REFERENCED BETWEEN GRID LINES #9 & #10. SUBMIT DETAILS   FOR FASTENING, ETC. ONLY ONE SHEET FOR THIS CONTAINER   HAS BEEN SUBMITTED AND IT IS BASICALLY A COVER SHEET   THAT GIVES VERY LITTLE INFORMATION.WPB AMEND.TO 2010   FBC SEC. 107.2.1.   4) THE DRINKING FOUNTAINS SHOWN ON THE MEZZANINE LEVEL   SHALL BE AVAILABLE TO THE PUBLIC FOR USE. IF THE UNITS   ON THE MEZZANINE LEVEL ARE FOR EMPLOYEES THEN UNITS   SHALL BE LOCATED ON THE FIRST FLOOR FOR THE PUBLIC.   THERE SHALL BE A MINIMUM OF TWO DRINKING FOUNTAINS   SHALL BE REQUIRED PER THE 2010 FL. ACCESSIBILITY CODE   SEC. 211.1. THE RESPONSE REFERRING TO THE DELI COUNTER   SODA FOUNTAIN DISPENSING WATER IS INADEQUATE AND DOES   NOT COMPLY WITH THE ACCESSIBILITY CODE.   5) THE LETTER FROM THOMAS ENGINEERING BY BRANDON ULMER   SHALL BEAR A WET SIGNATURE IN ACCORDANCE WITH FL.   ADMIN. CODE RULE 61G15-23.002.       PLUMBING PLAN REVIEW   TIM LARGE   CHIEF PLUMBING INSPECTOR   561-805-6692   [email protected]     Review Stop P PLUMBING Rev No 1 Status F Date 2014-10-16 Cont ID   Sent By tklarge Date 2014-10-16 Time 09:07 Rev Time 0.00 Received By tklarge Date 2014-10-06 Time 04:46 Sent To   Notes 2014-10-15 14:26:03 1) PLANS SUBMITTED SHOW TWO DIFFERENT SETS OF PLANS-ONE   HAS HEADING OF SUPPLEMENTAL DRAWINGS BUT ARE FROM A   DIFFERENT ARCHITECT. PROVIDE COMPLIANCE W/ FL, ADMIN.   CODE RULE 61G1-23.015.   2) THE PLANS FROM PUBLIX DESIGN DEPARTMENT REFER TO   CIVIL DRAWINGS BUT THERE ARE NO CIVIL DRAWINGS IN THE   SET OF PLANS. SUBMIT A COMPLETE SET OF CIVIL DRAWINGS   FOR REVIEW.WPB AMEND. TO 2010 FBC SEC.107.2.1.   3) SHOW THE SQUARE FOOTAGE OF THE CANOPY THAT IS   DRAINED BY THE 10" X 5" GUTTERS.   4) SHT. P100 - SUMP PUMP DETAIL - NOTES" REFER TO SLAB   UNDER DRAINDRAIN DETAIL." THERE IS NO DRAIN DETAIL.   CLARIFY.   5) A UNISEX TOILET ROOM IS REQUIRED PER TABLE 403.1   FOOTNOTE "G" AND 2010 FPC SEC.403.5.   6) SHT. EQ-1 - SUBMIT DETAILS FOR THE GREASE CONTAINER   REFERENCED BETWEEN GRID LINES #9 & #10. WPB AMEND. TO   2010FBC SEC. 107.2.1.   7) SHT. A-2 - THE SINK IN THE LOUNGE SHALL COMPLY WITH   THE FL. ACCESSIBILITY CODE SEC.212.   8) SHT. A-8 - SOME OF THE PLUMBING VENTS APPEAR TO BE   WITHIN 10 FT. OF AIR INTAKE OPENINGS ON THE ROOF..   COMPLY W/ FPC SEC.904.5. PLACE A NOTE ON THE PLAN   STATING THAT THE PLUMBING VENTS THROUGH THE ROOF WILL   COMPLY W/ SEC.904.5 OF THE FPC.   9) SHT. A-8 - SOME OF THE INFO & EQUIPMENT APPEARS TO   BE CUT OFF/ MISSING FROM THE ROOF PLAN. CLARIFY.   10) SHT A-9 -TOILET ACCESSORY LEGEND - ITEM R18 REFERS   TO VERTICAL GRAB BAR- GRAB BARS SHALL BE INSTALLED IN A   HORIZONTAL POSITION PER THE FACBC SEC.609.4.   11) SHT.A-9 - SHOWS THE STANDARD TOILET STALL IN THE   WOMEN'S RESTROOM AS 34 1/8 INCHES WIDE AND 5 FT. IN   LENGTH AND SHT. ADA-1 SHOWS THE STALL AS 3 FT. WIDE AND   6 FT.2 INCHES IN LENGTH. CLARIFY.   12) SHT.P-1 - DRAWING NOTES - #30 - STATES THE GAS LINE   TO THE STANDBY GENERATOR TO BE 1 1/2 " BUT THE PLAAN   APPEARS TO SHOW 2". CLARIFY.   13) SHT. P-1- PLUMBING DESIGN DATA - EMERGENCY   GENERATOR GAS LINE SIZING - SHOWS THE PIPE LENGTHAS 20   FT.BUT 12 FT. IS USED IN THE EQUATION. CLARIFY.   14) SUBMIT MANUFACTURER SPECIFICATIONS FOR THE   GENERATORS. GENERATORS SHALL COMPLY WITH NFPA 37 AND   MEET THE REQUIREMENTS OF UL 2200. WPB AMEND. TO 2010   FBC SEC.,107.2.1.   15) SHT.P-2 - FIXTURE P-23 IS SHOWN ON THE FLOOR PLAN   BUT NOT ON THE RISER DIAGRAM.   16) SHT. P-2 - FIXTURE P-18 IS SHOWN ON SHT.P-1 BUT NOT   ON THE RISER ON SHT. P-2.   17) SUBMIT MANUF. SPEC SHEETS FOR THE STANCOR OIL   MINDER PUMP. WPB AMEND.TO 2010 FBC SEC.107.2.1.   18) SHT. P-3 - SHOWS CONDENSATE DRAINING INTO THE   GREASY WASTE SYSTEM. WASTES THAT DO NOT REQUIRE   TREATMENT OR SEPARATION SHALL NOT BE DISCHARGED INTO   ANY SEPARATOR OR INTERCEPTOR. 2010 FPC SEC.1003.2. SEE   CONDENSATES IN MEAT & DELI DEPARTMENTS.   19) SHT.P-4 - GROUND FLOOR BATHROOMS SHOWS THE   CLEANOUTS FOR THE STACKS TURNED INTO THE MEAT COOLER.   IS THIS CORRECT? CLARIFY.   20) SHT. P-4 - THE VENT FROM THE FIRST FLOOR RESTROOMS   IS 3" THEN REDUCES TO 2" AT THE VENT CONNECTION W/   FIXTURE P-5.CLARIFY.   21) SHT. P-4 - THE VENT FROM FIXTURE P-5 IN THE WOMEN'S   RESTROOM IS SHOWN AS 2" THEN INCREASES TO 3". CLARIFY.   22) SHT. P-4 - SIZE THE DRAIN LINE FOR FIXTURE P-5 IN   THE MEN'S RESTROOM.   23) SHT.P-4 - SHOWS THE CONDENSATE FROM AH-2 DRAINING   INTO THE GREASY WASTE. WASTES THAT DO NOT REQUIRE   TREATMENT OR SEPARATION SHALL NOT BE DISCHARGED INTO   ANY SEPARATOR OR INTERCEPTOR. 2010 FPC SEC.1003.2.   24) SHT. P-6 - DETAIL #5 - THE DESIGN OF THE   INTERCEPTOR DOES NOT COMPLY W/ SEC.1003.5.2 OF THE 2010   FPC. THE INLET INVERT SHALL DISCHARGE A MINIMUM OF 2   1/2 " ABOVE THE LIQUID LEVEL LINE AND THE INLET AND   OUTLET PIPING SHALL BE A MIN. OF 4" IN DIAMETER.   25) THE DRINKING FOUNTAINS SHALL BE AVAILABLE TO PUBLIC   FOR USE. A MINIMUM OF 2 DRINKING FOUNTAINS SHALL BE   INSTALLED ON THE FIRST FLOOR FOR CUSTOMERS IN   ACCORDANCE WITH THE 2010 FL. ACCESSIBILITY CODE   SEC.211.2   26) SHT. P-3 - GREASE INTERCEPTOR SIZING - THE SIZING   CRITERIA SHOWN ON THE PLANS IS FOR HYDRO-MECHANICAL   TYPE INTERCEPTORS. DETAIL #5 ON SHT.P-6 SHOWS A   CONCRETE VAULT GRAVITY INTERCEPTOR. YOU CANNOT USE THE   CRITERIA FOR A HYDRO-MECHANICAL UNIT TO SIZE A GRAVITY   TYPE INTERCEPTOR. THE FORMULAS IN TABLE 1003.5.1 MUST   BE USED FOR THE GRAVITY INTERCEPTOR. REFER TO 2010 FPC   SEC.1003.5.1. Review Stop Z ZONING Rev No 3 Status P Date 2015-01-30 Cont ID   Sent By llouie Date 2015-01-30 Time   Rev Time 0.00 Received By llouie Date 2015-01-30 Time   Sent To   Notes 2015-01-30 13:57:39 ART IN PUBLIC PLACES REQUIREMENT:       PURSUANT TO THE ART IN PUBLIC PLACES ORDINANCE NO.   4504-14, AN ART ASSESSMENT FOR THE PROJECT IS REQUIRED   SINCE THE VALUE OF NEW BUILDING CONSTRUCTION   ($1,950,000) EXCEED THE VALUE OF $500,000. THE   APPLICANT SHALL COMPLETE ONE OF THE FOLLOWING WITHIN   NINETY (90) DAYS OF THE ISSUANCE OF THE FIRST BUILDING   PERMIT:       OPTION 1: SUBMIT DOCUMENTATION EVIDENCING THE ESCROW OF   FUNDS FOR A WORK OF ART OR HISTORIC OR CULTURAL   ELEMENTS VALUED IN AN AMOUNT OF ONE PERCENT OF THE   TOTAL VERTICAL CONSTRUCTION COSTS IN COMPLIANCE WITH   ORDINANCE NO. 4504-14 AND SUBMIT AN APPLICATION FOR   APPROVAL OF THE WORK OF ART OR HISTORIC OR CULTURAL   ELEMENTS.       OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO ONE PERCENT OF   THE TOTAL VERTICAL CONSTRUCTION COSTS FOR DEPOSIT TO   THE ART IN PUBLIC PLACES FUND.       *** UNLESS AN ALTERNATIVE DEADLINE IS ESTABLISHED IN A   DEVELOPMENT ORDER, OR A TIME EXTENSION IS GRANTED BY   THE DIRECTOR OF DEVELOPMENT SERVICES, NO CERTIFICATE OF   OCCUPANCY FOR THE PROJECT SHALL BE ISSUED UNTIL THE   ARTWORK IS INSTALLED, THE FINAL REVISED CONSTRUCTION   COST AFFIDAVIT AND ACCOUNTING OF THE ESCROWED ART FUNDS   HAS BEEN PROVIDED; AND/OR THE FULL ART ASSESSMENT HAS   BEEN PAID TO THE CITY. ***       APPLICATION AND ZONING NOTE ATTACHED TO PLANS. LINDA   LOUIE SPOKE TO ALEKS BOSOY, PROJECT ARCHITECT ON 12/23   REGARDING AIPP REQUIREMENT. MR. BOSOY WILL RELAY   MESSAGE TO LEE JOHNSON, DIRECTOR OF CONSTRUCTION FOR   KIMCO. EMAIL WITH APPLICATION AND AIPP ORDINANCE SENT   AND RECEIVED BY MR. BOSOY AND MR. JOHNSON ON 10/17/14.   PLEASE CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE   ARE QUESTIONS. Review Stop Z ZONING Rev No 2 Status P Date 2014-12-23 Cont ID   Sent By llouie Date 2014-12-23 Time 10:03 Rev Time 0.00 Received By llouie Date 2014-12-23 Time 10:03 Sent To   Notes 2014-12-23 10:04:27 ART IN PUBLIC PLACES REQUIREMENT:       PURSUANT TO THE ART IN PUBLIC PLACES ORDINANCE NO.   4504-14, AN ART ASSESSMENT FOR THE PROJECT IS REQUIRED   SINCE THE VALUE OF NEW BUILDING CONSTRUCTION   ($1,950,000) EXCEED THE VALUE OF $500,000. THE   APPLICANT SHALL COMPLETE ONE OF THE FOLLOWING WITHIN   NINETY (90) DAYS OF THE ISSUANCE OF THE FIRST BUILDING   PERMIT:       OPTION 1: SUBMIT DOCUMENTATION EVIDENCING THE ESCROW OF   FUNDS FOR A WORK OF ART OR HISTORIC OR CULTURAL   ELEMENTS VALUED IN AN AMOUNT OF ONE PERCENT OF THE   TOTAL VERTICAL CONSTRUCTION COSTS IN COMPLIANCE WITH   ORDINANCE NO. 4504-14 AND SUBMIT AN APPLICATION FOR   APPROVAL OF THE WORK OF ART OR HISTORIC OR CULTURAL   ELEMENTS.       OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO ONE PERCENT OF   THE TOTAL VERTICAL CONSTRUCTION COSTS FOR DEPOSIT TO   THE ART IN PUBLIC PLACES FUND.       *** UNLESS AN ALTERNATIVE DEADLINE IS ESTABLISHED IN A   DEVELOPMENT ORDER, OR A TIME EXTENSION IS GRANTED BY   THE DIRECTOR OF DEVELOPMENT SERVICES, NO CERTIFICATE OF   OCCUPANCY FOR THE PROJECT SHALL BE ISSUED UNTIL THE   ARTWORK IS INSTALLED, THE FINAL REVISED CONSTRUCTION   COST AFFIDAVIT AND ACCOUNTING OF THE ESCROWED ART FUNDS   HAS BEEN PROVIDED; AND/OR THE FULL ART ASSESSMENT HAS   BEEN PAID TO THE CITY. ***       APPLICATION AND ZONING NOTE ATTACHED TO PLANS. LINDA   LOUIE SPOKE TO ALEKS BOSOY, PROJECT ARCHITECT ON 12/23   REGARDING AIPP REQUIREMENT. MR. BOSOY WILL RELAY   MESSAGE TO LEE JOHNSON, DIRECTOR OF CONSTRUCTION FOR   KIMCO. EMAIL WITH APPLICATION AND AIPP ORDINANCE SENT   AND RECEIVED BY MR. BOSOY AND MR. JOHNSON ON 10/17/14.   PLEASE CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE   ARE QUESTIONS. Review Stop Z ZONING Rev No 1 Status F Date 2014-10-09 Cont ID   Sent By llouie Date 2014-10-09 Time 17:11 Rev Time 0.00 Received By llouie Date 2014-10-09 Time 17:11 Sent To   Notes 2014-10-09 17:11:43 ** FAILED **       PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE   COMMENTS IN WRITING AND/OR ON THE PLANS WHERE   APPLICABLE:       1.) PLAN SET NOT COMPLETE. NEED TO SEE EXTERIOR SITE   IMPROVEMENTS/PLAN AND ASSOCIATED CALCULATIONS PER THE   APPROVED SITE PLAN. (REFERENCE: ISPR14-01/Z14030044)       2.) THE VALUE OF NEW BUILDING CONSTRUCTION ON THE   PROJECT SITE ($1,950,000) IS GREATER THAN $500,000.   PURSUANT TO THE ART IN PUBLIC PLACES ORDINANCE   (ORDINANCE NO. 4504-14), AN ART ASSESSMENT FOR THE   PROJECT IS REQUIRED. PLEASE COMPLETE THE ART IN PUBLIC   PLACES ORDINANCE FORM IN THE DEVELOPMENT SERVICES -   CONSTRUCTION SERVICES DEPARTMENT OR CONTACT LINDA   LOUIE, PLANNER, FOR MORE INFORMATION.       PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS   MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE   @ (561) 822-1458 IF YOU HAVE QUESTIONS.     2014-09-26 15:36:43 9/26/14 Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved