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 18091284 Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status P Date 2019-10-23 Cont ID   Sent By dbattles Date 2019-10-23 Time 08:41 Rev Time 0.00 Received By dbattles Date 2019-10-22 Time 11:06 Sent To   Notes 2019-10-23 08:33:13 PROVISOS:   1) DEFERRED SUBMITTALS - SEE SHEET G100 FOR FULL LIST   OF DEFERRED SUBMITTALS   2) MODIFIED BITUMEN 17-1221.10 - FLAT ROOF PENDING   SELECTING SYSTEM   PROVIDE ENGINEERING IF APPLICABLE BASED ON FLAT ROOF   SYSTEM SELECTION.   3) CONSTRUCTION HOURS - 7AM TO 7PM MON-FRI, 8AM TO 8PM   SAT-SUN     Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2019-09-24 Cont ID   Sent By jwitmer Date 2019-09-24 Time 15:11 Rev Time 0.00 Received By jwitmer Date 2019-09-24 Time 09:38 Sent To   Notes 2019-09-24 15:11:47 2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 18091284   ADD: 2201 45TH ST. JFK NORTH ED ADDITION & RENOVATIONS   CONT: DPR CONSTRUCTION   TEL: 954-991-6200   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW   CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES   SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA   BUILDING CODE, BUILDING.       3RD REVIEW   DATE: TUES. SEPT. 24/2019   ACTION: DENIED       1) 3RD REQUEST. THIS PROJECT WILL REQUIRE A RESIDENT   INSPECTOR ON THE PROJECT AS LONG AS THERE IS STRUCTURAL   STEEL BOLTED OR WELDED CONNECTIONS BAR JOIST AND THE   STEEL ROOF DECK ANCHORING BY WELDS OR BOLTED   CONNECTIONS.   2017 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 109 110. 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. A CERTIFICATE   CALLED FOR BY ANY PROVISION OF THE TECHNICAL CODES   SHALL NOT BE BASED ON SUCH REPORTS UNLESS THE SAME ARE   IN WRITING AND CERTIFIED BY A RESPONSIBLE OFFICER OF   SUCH SERVICE. THE BUILDING OFFICIAL MAY REQUIRE THE   OWNER TO EMPLOY AN INSPECTION SERVICE IN THE FOLLOWING   INSTANCES:   1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II   CONSTRUCTION   2. FOR ALL MAJOR STRUCTURAL ALTERATIONS   FORMS ARE TO BE E-MAILED TO : [email protected] SENT AT   2:09 PM 02/19/2019.       2) TO BE DETERMINED BY THE BUILDING OFFICIAL, TO DATE   NO RESPONSE BACK AS TO THE DETERMINATION OF EXPOSURE B   OR C. SHEET 088_S001 IN THE STRUCTURAL NOTES IN THE   WIND DESIGN DATA THE EXPOSURE IS GIVEN AS A B EXPOSURE.   IT WOULD APPEAR THAT TO THE NORTHEAST AND NORTHWEST   THERE ARE C EXPOSURES SINCE MOST OF THESE AREAS HAVE   LITTLE OR NO BUILDINGS, THEY ARE GRASSLANDS, OPEN   LAKES, CANALS, PARKING LOTS AND HIGHWAYS.   2017 FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES. A   GROUND SURFACE ROUGHNESS WITHIN EACH 45-DEGREE SECTOR   SHALL BE DETERMINED FOR A DISTANCE UPWIND OF THE SITE   AS DEFINED IN SECTION 1609.4.3 FROM THE CATEGORIES   DEFINED BELOW, FOR THE PURPOSE OF ASSIGNING AN EXPOSURE   CATEGORY AS DEFINED IN SECTION 1609.4.3.   SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED   OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30   FEET. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, AND   GRASSLANDS.       3) PENDING THE BUILDING OFFICIALS DETERMINATION. SINCE   THE EXPOSURE WOULD BE A C EXPOSURE FOR 179 VASD THE   PRESSURES WILL INCREASE FOR THE MULTIPLIER FOR THE   HEIGHT OF THE BUILDING FOR THE EXPOSURE C. SEE TABLE   1609.7(2).       4) COLMPIED. PENDING EXPOSURE CATEGORY B IF C PRESSURES   WILL BE HIGHER.   THE COLUMN OF PRESSURES FOR CORNERS WALL ZONE 5 THE   NEGATIVE PRESSURES FOR 20 SQ. FT. AND 100 SQ. FT. ARE   THE SAME AND THE PRESSURES FOR 50 SQ. FT. ARE HIGHER   THAN FOR THE 20 SQ. FT. IT WOULD APPEAR THIS IS A TYPO,   PLEASE PROVIDE ADDITIONAL INFORMATION, PLEASE.   107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED.       5A) 3RD REVIEW. SEMI- COMPLIED. PRODUCT APPROVALS WERE   SUBMITTED BUT THE OTHER COMMENTS THAT DEAL WITH THE   PRODUCT APPROVAL HAVE NOT BEEN ADDRESSED. STATING THE   SPECS DOES NOT CONSTITUTE CODE COMPLIANCE. 2017 FBC-B   1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1   COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY   AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3   NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR   CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT   APPROVALS:   (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.   (B) WINDOWS & MULLIONS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT   CONCRETE INSULATION, ROOF TOP VENTILATORS & CURBS       5B) 3RD REQUEST. WE STILL HAVE NOT SEEN WHERE THE   DESIGNER OF RECORD HAS REVIEWED AND APPROVED THE   INSTALLATION OF THESE PRODUCT ON THIS PROJECT WITH   THEIR SHOP DRAWING STAMP OF APPROVAL, OR LISTED ON AN   ARCHITECTURAL SHEET. W. P. B. 107.3.4. PRODUCT   APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY   FLORIDA ADMINISTRATIVE CODE RULE 61G20 SHALL BE   REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF   RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.   FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC..       6) 3RD REQUEST. IN REVIEWING ALL OF THE PRODUCT   APPROVALS WITH GLAZED UNITS AND OR MULLIONS, NONE HAVE   BEEN IDENTIFIED.   1ST REVIEW COMMENT. IDENTIFY GLAZING/ MULLIONS. PLEASE   IDENTIFY ON THE PRODUCT APPROVAL BEFORE SUBMITTING TO   DESIGNER OF RECORD AND BEFORE SUBMISSION TO THE   BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING,   PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF   GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED OR   REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND   ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B   1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE   INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURERS   INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE   PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED   BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.       7) 3RD ***REVIEW LIGHTWEIGHT CONCRETE NOA 18-0208-03   PLEASE NOTE THERE ARE SUBSTRATE REQUIREMENTS WITHIN   THIS PRODUCT APPROVAL THAT EITHER THE CONTRACTOR OR   DESIGNER OF RECORD PICK OUT PAGES 8-11 CIRCLE THE DECK   TYPE TO BE INSTALLED NOTE THE PRESSURES FOR THE STEEL   DECK ARE MAXIMUM DESIGN PRESSURES, NO ENHANCEMENT.   3RD REVIEW. NOA 17-0808.06 BERRIDGE MANUFACTURING   ZEE-LOCK PANEL & CLIP. PLEASE NOTE THERE ARE VARIOUS   DECKS AND DESIGN PRESSURES, PLEASE IDENTIFY THE TYPE OF   DECK TO BE INSTALLED. THERE IS STILL A QUESTION AS TO   THE SHEATHING TO BE APPLIED TO THE B DECK, SHEET   063_A501 DOES SHOW DENSGLASS AS THE ROOF SHEATHING BUT   NO PRODUCT APPROVAL HAS BEEN REVIEWED AND SUBMITTED.   PLEASE NOTE THIS IS A REPETITIVE COMMENT FOR ALL OF THE   PRODUCT APPROVALS.   1ST REVIEW COMMENT. ROOFING: FOR ALL ROOFING PRODUCTS   PLEASE IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR   ASSOCIATED PRESSURES FOR ROOF ZONE # 1. REVIEW THE   PRODUCT APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS   ALLOWED FOR ROOF ZONES 2 & 3. FASTENER DENSITIES SHALL   BE INCREASED FOR BOTH INSULATION & THE BASE SHEET AS   CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION   STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND   SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR   REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &   CLADDING.       8) 3RD REQUEST. SEMI-COMPLIED. THE SUBMITTED STO NOA   16-0418 HAS 3 BASE SHEATHING PRODUCTS WITHIN THIS NOA   PLEASE CIRCLE AND IDENTIFY WHICH OF THESE PRODUCT AND   ASSOCIATED PRESSURES WILL BE INSTALLED AS THE BASE.   EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL FOR   THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE   MANUFACTURERS INSTALLATION BROCHURE PROVIDING   COMPLIANCE WITH 2014 FBC-B SECTIONS;   1408.2 PERFORMANCE CHARACTERISTICS.   1408.2 PERFORMANCE CHARACTERISTICS.   1408.3 STRUCTURAL DESIGN.   1408.4 WEATHER RESISTANCE.   1408.4.1 EIFS WITH DRAINAGE.   408.4.1.1 WATER-RESISTIVE BARRIER.   1408.5 INSTALLATION       9) 3RD REVIEW. PLEASE NOTE THAT SINCE THE SUBMITTED   PRODUCT APPROVALS HAVE HAD COMMENTS AND PLAN REVIEW   TIME ON THE SUBMITTED APPROVALS IF AFTER PERMIT   ISSUANCE THEY ARE CHANGED TO A DIFFERENT PRODUCT THAT   WILL CONSTITUTE A REVISION. EACH PRODUCT APPROVAL THAT   IS CHANGED IS CONSIDERED A SEPARATE REVISION, WITH   ASSOCIATE REVIEW AND FEES.   IF EITHER THE CONTRACTOR OR DESIGN PROFESSIONAL WOULD   LIKE TO SUBMIT THE PRODUCT APPROVALS AFTER PERMIT   ISSUANCE PLEASE NOTE SO ON THE PLANS AS A DEFERRED   SUBMITTAL.       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.       10) 3RD REVIEW. SHEET 088_S001 UNDER THE HEADING OF   FOUNDATION AND THE GEOTECHNICAL REPORT IT DOES NOT   INDICATE A REPORT NUMBER NOR UNDER THE SOIL BEARING   CAPACITY FOR ISOLATED FOOTING OR CONTINUOUS FOOTING THE   PSF IS LEFT BLANK. PLEASE SHOW COMPLIANCE WITH THE 2017   FBC-B SECTION:       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.       11 A-E) PROVISO: SEPARATE PERMITS FOR TEMPORARY   AMBULANCE CANOPY, TEMPORARY ENCLOSED WALKWAY AND A 2ND   TEMPORARY CANOPY FOR PUBLIC ED. AND A 2ND ENCLOSED   WALKWAY WITH LIGHTS AND SPRINKLERS. ADDITIONAL   INFORMATION IS REQUIRED? 107.2.1.2.       11A) THE PLAN INDICATES THAT THE TEMPORARY WALKWAY HAS   LIGHTS AND FIRE SPRINKLERS BUT NOT THE TEMP. AMBULANCE   CANOPY, OR PUBLIC EDUCATION CANOPIES DO THEY HAVE   LIGHTS AND FIRE SPRINKLERS AS WELL?   2017 FBC-B 3103.1.1 CONFORMANCE. TEMPORARY STRUCTURES   AND USES SHALL CONFORM TO THE STRUCTURAL STRENGTH, FIRE   SAFETY, AND MEANS OF EGRESS, ACCESSIBILITY, LIGHT,   VENTILATION AND SANITARY REQUIREMENTS OF THIS CODE AS   NECESSARY TO ENSURE PUBLIC HEALTH, SAFETY AND GENERAL   WELFARE.       11B) IS THE TEMPORARY WALKWAYS AND AMBULANCE & PUBLIC   EDUCATION CANOPIES GOING TO BE PART OF THIS PERMIT OR   COME IN UNDER A SEPARATE TENT PERMIT. 107.2.1.2   ADDITIONAL INFORMATION IS REQUIRED.       11C) HOW LONG IS THE WALKWAYS, AMBULANCE CANOPY &   PUBLIC EDUCATION CANOPIES GOING TO BE ERECTED?   THE BUILDING CODE 2017 FBC-B SECTION:   3103.1 THE PROVISIONS OF SECTIONS 3103.1 THROUGH 3103.4   SHALL APPLY TO STRUCTURES ERECTED FOR A PERIOD OF LESS   THAN 180 DAYS. TENTS AND OTHER MEMBRANE STRUCTURES   ERECTED FOR A PERIOD OF LESS THAN 180 DAYS SHALL COMPLY   WITH THE FLORIDA FIRE PREVENTION CODE. THOSE ERECTED   FOR A LONGER PERIOD OF TIME SHALL COMPLY WITH   APPLICABLE SECTIONS OF THIS CODE.       THE AMBULANCE AND WALKWAY CANOPIES WILL NEED TO SHOW   ENGINEERING FOR THE WIND SPEED REQUIRED FOR 180 VULT,   OR WILL THE STRUCTURES BE REMOVED IN CASE OF   HURRICANES, WHAT THEN WOULD HAPPEN TO THE FIRE   SPRINKLER PIPING WITHIN THE STRUCTURES?       11D) WITH THE EXTENSION OF THE EXIT SHOWN IN THE PLAN,   IT IS NOT CLEAR IF THE ENCLOSED WALKWAY FOR THE   AMBULANCE CANOPY ONLY HAS THE ONE EXIT AT THE END OF   THE ENCLOSURE OR IF AT THE MAIN BUILDING EXIT THERE IS   A SIDE OPENING TO ALLOW THE EXITING OF THE ENCLOSURE   DIRECTLY FROM THE BUILDING?   2017 FBC-B 3103.4 MEANS OF EGRESS. TEMPORARY STRUCTURES   SHALL CONFORM TO THE MEANS OF EGRESS REQUIREMENTS OF   CHAPTER 10 AND SHALL HAVE AN EXIT ACCESS TRAVEL   DISTANCE OF 100 FEET (30 480 MM) OR LESS.       11E) IN THE TENT FOR THE AMBULANCES ARE THEIR GOING TO   HAVE SIDES ENCLOSING THE TENT AS THE WALKWAY, HOW WILL   THE VENTILATION REQUIREMENTS BE MET AND CARBON MONOXIDE   FROM THE AMBULANCES BE REMOVED FROM THE TENT.   2017 FBC-B 3103.1.1 CONFORMANCE. TEMPORARY STRUCTURES   AND USES SHALL CONFORM TO THE STRUCTURAL STRENGTH, FIRE   SAFETY, AND MEANS OF EGRESS, ACCESSIBILITY, LIGHT,   VENTILATION AND SANITARY REQUIREMENTS OF THIS CODE AS   NECESSARY TO ENSURE PUBLIC HEALTH, SAFETY AND GENERAL   WELFARE.       12-16) COMPLIED.   17) SEMI-COMPLIED. WITHIN THE STO PRODUCT APPROVAL   THERE IS LISTED 3 TYPES OF GLASS MAT GYPSUM SUBSTRATE   PRODUCT THAT ARE COVERED UNDER THIS NOA. PLEASE CIRCLE   THE PRODUCT TO BE INSTALLED WITH ASSOCIATED PRESSURES.   18) COMPLIED.       19) SEMI-COMPLIED. SAME AS COMMENT # 17.   1ST ROUND COMMENTS. SHEET 069_A577 THERE ARE 3 DETAILS   DETAIL # 1 & 2 DOES NOT INDICATE THE TYPE OF SHEATHING   TO BE INSTALLED. BOTH DETAIL 2 & 3 BOTH INDICATE SEE   DETAIL # 4 SHEET 011_G165. 2 INCH EFIS ON 5/8 INCH   EXTERIOR SHEATHING. PLEASE NOTE THE CONSTRUCTION TYPE   FOR THIS BUILDING IS I-B. PLEASE REVIEW THE 2017 FBC-B   SECTIONS:       603.1 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.FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:   1.1.NONBEARING PARTITIONS WHERE THE REQUIRED   FIRE-RESISTANCE RATING IS 2 HOURS OR LESS.   1.2.NONBEARING EXTERIOR WALLS WHERE   FIRE-RESISTANCE-RATED CONSTRUCTION IS NOT REQUIRED.   1.3.ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,   FRAMING AND DECKING.       20-21) SEMI-COMPLIED. IN THE UPPER LEFT HAND CORNER THE   TYPICAL CASEWORK DETAIL STILL SHOWS A MICROWAVE OVER   THE UNOBSTRUCTED REACH RANGES.   SHEET 076_A800 PLEASE REVIEW THE UPPER LEFT HAND BREAK   ROOM CABINETS, DETAIL NOT GIVEN A DETAIL NUMBER. THE   SHELF THAT THE MICROWAVE SITS ON IS 4 FOOT 8 INCHES   ABOVE FINISH FLOOR, OUT OF REACH RANGES.   SEE THE 2017 FBC-ACCESSIBILITY CODE SECTIONS:       308 REACH RANGES. 308.2 FORWARD REACH./ 308.2.1   UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH.   308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2   OBSTRUCTED HIGH REACH.       309 OPERABLE PARTS. 309.3 HEIGHT. OPERABLE PARTS SHALL   BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES   SPECIFIED IN 308.309.4 OPERATION. OPERABLE PARTS SHALL   BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT   GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE   REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS   (22.2 N) MAXIMUM.   22-23) COMPLIED.           24) IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE   REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA   PROJECT DOX UPON NOTIFICATION BY THIS OFFICE.   NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL   FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT   (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT   FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE   FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN   BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRAT   ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON   APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO   YOUR PROJECT OR EMAIL IT TO: [email protected]   25) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW   COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION   MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE   THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR   PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.       JAMES A. WITMER BN, PX, SFP, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL 33402   TEL: 561-805-6717   FAX: 561-805-6676   E-MAIL: [email protected]         Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2019-06-28 Cont ID   Sent By dbattles Date 2019-06-28 Time 15:04 Rev Time 0.00 Received By dbattles Date 2019-06-27 Time 08:40 Sent To   Notes 2019-06-28 15:11:09 2 ND REVIEW: JUNE 27, 2019       DYLAN BATTLES   BUILDING PLANS EXAMINER PX4191   [email protected]   561-805-6718       2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 18091284   ADD: 2201 45TH ST. JFK NORTH ED ADDITION & RENOVATIONS   CONT: DPR CONSTRUCTION   TEL: 954-991-6200   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW   CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES   SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA   BUILDING CODE, BUILDING.       1) IN PROGRESS   -PLEASE SEND RESIDENT INSPECTOR AGREEMENT (STARTS ON   PAGE 9) VIA E-MAIL TO [email protected]. ALSO, INCLUDE   RESUMES FOR ALL INSPECTORS THAT MAY BE ON-SITE.   UPON APPROVAL BY CHIEF BUILDING INSPECTOR, THREE   ORIGINAL COPIES WILL BE REQUESTED.       2) SHEET 088_S001 IN THE STRUCTURAL NOTES IN THE WIND   DESIGN DATA THE EXPOSURE IS GIVEN AS A B EXPOSURE. IT   WOULD APPEAR THAT TO THE NORTHEAST AND NORTHWEST THERE   ARE C EXPOSURES SINCE MOST OF THESE AREAS HAVE LITTLE   OR NO BUILDINGS, THEY ARE GRASSLANDS, OPEN LAKES,   CANALS, PARKING LOTS AND HIGHWAYS.   2017 FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES. A   GROUND SURFACE ROUGHNESS WITHIN EACH 45-DEGREE SECTOR   SHALL BE DETERMINED FOR A DISTANCE UPWIND OF THE SITE   AS DEFINED IN SECTION 1609.4.3 FROM THE CATEGORIES   DEFINED BELOW, FOR THE PURPOSE OF ASSIGNING AN EXPOSURE   CATEGORY AS DEFINED IN SECTION 1609.4.3.   SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED   OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30   FEET. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, AND   GRASSLANDS.   -STRUCTURAL ENGINEER FEELS THAT THIS SHOULD BE EXPOSURE   B.   THIS HAS BEEN SENT TO THE BUILDING OFFICIAL FOR   DETERMINATION.       3) PENDING BUILDING OFFICIAL DETERMINATION.       4) OK       5A) PLEASE PROVIDE THE PRODUCT APPROVAL FOR STOREFRONT   SYSTEM BEING USED AT WINDOWS, OR INDICATE THAT IT WILL   BE DEFERRED.       5B) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS   WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE   61G20 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE   DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.   FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC..   PLEASE PROVIDE PRODUCT APPROVALS THAT HAVE BEEN STAMPED   FOR APPROVAL BY THE DESIGNER OF RECORD, OR PROVIDE   INDEX SHEET LISTING THE PRODUCT APPROVALS AND   VERIFICATION THAT WERE REVIEWED.       6) OK       7) ROOFING PRODUCT APPROVALS ? PLEASE SELECT THE SYSTEM   BEING USED FROM NOA 17-1221.10 AND PROVIDE INFORMATION   IF REQUIRED BY GENERAL LIMITATIONS.   IF INFORMATION IS NOT KNOWN THIS CAN BECOME A DEFERRED   SUBMITTAL WITH THE SUB PERMIT.       8) OK       9) OK       10) GEOTECHNICAL REPORT WAS NOT FOUND IN SUPPORTING   DOCUMENTS. PLEASE UPLOAD GEOTECHNICAL REPORT, OR TELL   ME WHERE IT IS LOCATED. IF IT IS COMBINED WITH ANOTHER   DOCUMENT PLEASE PROVIDE AS STAND ALONE DOCUMENT.       11) ADDITIONAL PERMIT IS BEING SUBMITTED FOR TEMP   WALKWAYS AND FENCING. WALKWAYS TO BE DESIGNED BY P.E.   AND DIGITALLY SIGNED WITH THIRD PARTY VERIFICATION.   61G15-23 PE RULES FAC, FS 471 ENGINEERING FS.       12) OK       13) OK       14) ROOF HATCH PRODUCT APPROVAL WAS SUBMITTED   PREVIOUSLY.   IS THIS BEING USED, OR IS ACCESS PROVIDED BY EXTERIOR   LADDER?   PLEASE DELETE ROOF HATCH FROM SUPPORTING DOCUMENTS IF   NOT UTILIZING.   ACCESS LADDER TO BE ADDED TO PROVISO LIST TO PROVIDE   LOCATION AND ATTACHMENT.       15) OK       16A) ROOFTOP EXHAUST FANS WILL BE ADDED TO DEFERRED   SUBMITTAL LIST.   NO RESPONSE NEEDED.       16B)-22 OK       23) PLEASE SUPPLY A SURVEY FOR THIS PROPERTY INDICATING   THE DISTANCE FROM THE CURRENT BUILDING LOCATION TO THE   EAST PROPERTY LINE TO VERIFY THE EXTERIOR WALL RATING   FBC-B TABLE 602 AND THE AMOUNT OF ALLOWABLE OPENINGS   FOR UNPROTECTED AND SPRINKLERED FBC-B TABLE 705.8.   I COULD NOT FIND THE SURVEY IN DRAWINGS OR SUPPORTING   DOCUMENTS.   PLEASE UPLOAD THE EXISTING SURVEY.       24) OK       25) OK                     Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2019-02-21 Cont ID   Sent By jwitmer Date 2019-02-21 Time 07:00 Rev Time 0.00 Received By jwitmer Date 2019-02-12 Time 14:17 Sent To   Notes 2019-02-21 07:00:36 2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 18091284   ADD: 2201 45TH ST. JFK NORTH ED ADDITION & RENOVATIONS   CONT: DPR CONSTRUCTION   TEL: 954-991-6200   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW   CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES   SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA   BUILDING CODE, BUILDING.       1ST REVIEW   DATE: WED. FEB. 20/2019   ACTION: DENIED       1) THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR ON   THE PROJECT AS LONG AS THERE IS STRUCTURAL STEEL BOLTED   OR WELDED CONNECTIONS BAR JOIST AND THE STEEL ROOF DECK   ANCHORING BY WELDS OR BOLTED CONNECTIONS.   2017 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 109 110. 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. A CERTIFICATE   CALLED FOR BY ANY PROVISION OF THE TECHNICAL CODES   SHALL NOT BE BASED ON SUCH REPORTS UNLESS THE SAME ARE   IN WRITING AND CERTIFIED BY A RESPONSIBLE OFFICER OF   SUCH SERVICE. THE BUILDING OFFICIAL MAY REQUIRE THE   OWNER TO EMPLOY AN INSPECTION SERVICE IN THE FOLLOWING   INSTANCES:   1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II   CONSTRUCTION   2. FOR ALL MAJOR STRUCTURAL ALTERATIONS   FORMS ARE TO BE E-MAILED TO : [email protected] SENT AT   2:09 PM 02/19/2019.       2) SHEET 088_S001 IN THE STRUCTURAL NOTES IN THE WIND   DESIGN DATA THE EXPOSURE IS GIVEN AS A B EXPOSURE. IT   WOULD APPEAR THAT TO THE NORTHEAST AND NORTHWEST THERE   ARE C EXPOSURES SINCE MOST OF THESE AREAS HAVE LITTLE   OR NO BUILDINGS, THEY ARE GRASSLANDS, OPEN LAKES,   CANALS, PARKING LOTS AND HIGHWAYS.   2017 FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES. A   GROUND SURFACE ROUGHNESS WITHIN EACH 45-DEGREE SECTOR   SHALL BE DETERMINED FOR A DISTANCE UPWIND OF THE SITE   AS DEFINED IN SECTION 1609.4.3 FROM THE CATEGORIES   DEFINED BELOW, FOR THE PURPOSE OF ASSIGNING AN EXPOSURE   CATEGORY AS DEFINED IN SECTION 1609.4.3.   SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED   OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30   FEET. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, AND   GRASSLANDS.       3) SINCE THE EXPOSURE WOULD BE A C EXPOSURE FOR 179   VASD THE PRESSURES WILL INCREASE FOR THE MULTIPLIER FOR   THE HEIGHT OF THE BUILDING FOR THE EXPOSURE C. SEE   TABLE 1609.7(2).       4) PLEASE ALSO NOTE ON SHEET 088_S001 UNDER THE HEADING   2.4.1 EXTERIOR COMPONENTS & CLADDING   THE COLUMN OF PRESSURES FOR CORNERS WALL ZONE 5 THE   NEGATIVE PRESSURES FOR 20 SQ. FT. AND 100 SQ. FT. ARE   THE SAME AND THE PRESSURES FOR 50 SQ. FT. ARE HIGHER   THAN FOR THE 20 SQ. FT. IT WOULD APPEAR THIS IS A TYPO,   PLEASE PROVIDE ADDITIONAL INFORMATION, PLEASE.   107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED.       5A) 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT   OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,   RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS   OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT   APPROVALS:   (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.   (B) WINDOWS & MULLIONS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT   CONCRETE INSULATION, ROOF TOP VENTILATORS & CURBS       5B) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS   WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE   61G20 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE   DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.   FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC..       6) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE   PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF   RECORD AND BEFORE SUBMISSION TO THE BUILDING   DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE   IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,   MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED   INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE   PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1   INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN   ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.   FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH   INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM   LOADS AND SPACING USED IN THE TESTS.       7) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY   ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES   FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL   LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF   ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR   BOTH INSULATION & THE BASE SHEET AS CALCULATED IN   COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.   CALCULATION PREPARED, SIGNED AND   SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR   REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &   CLADDING.       8) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL   FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE   MANUFACTURERS INSTALLATION BROCHURE PROVIDING   COMPLIANCE WITH 2014 FBC-B SECTIONS;   1408.2 PERFORMANCE CHARACTERISTICS.   1408.2 PERFORMANCE CHARACTERISTICS.   1408.3 STRUCTURAL DESIGN.   1408.4 WEATHER RESISTANCE.   1408.4.1 EIFS WITH DRAINAGE.   408.4.1.1 WATER-RESISTIVE BARRIER.   1408.5 INSTALLATION       9) IF EITHER THE CONTRACTOR OR DESIGN PROFESSIONAL   WOULD LIKE TO SUBMIT THE PRODUCT APPROVALS AFTER PERMIT   ISSUANCE PLEASE NOTE SO ON THE PLANS AS A DEFERRED   SUBMITTAL.       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.       10) SHEET 088_S001 UNDER THE HEADING OF FOUNDATION AND   THE GEOTECHNICAL REPORT IT DOES NOT INDICATE A REPORT   NUMBER NOR UNDER THE SOIL BEARING CAPACITY FOR ISOLATED   FOOTING OR CONTINUOUS FOOTING THE PSF IS LEFT BLANK.   PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B SECTION:       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.       11) SHEET 018G410 THE 1ST FLOOR PHASING PLAN WHICH   INCLUDES A TEMPORARY AMBULANCE CANOPY, TEMPORARY   ENCLOSED WALKWAY AND A 2ND TEMPORARY CANOPY FOR PUBLIC   ED. AND A 2ND ENCLOSED WALKWAY WITH LIGHTS AND   SPRINKLERS. ADDITIONAL INFORMATION IS REQUIRED?   107.2.1.2.       11A) THE PLAN INDICATES THAT THE TEMPORARY WALKWAY HAS   LIGHTS AND FIRE SPRINKLERS BUT NOT THE TEMP. AMBULANCE   CANOPY, OR PUBLIC EDUCATION CANOPIES DO THEY HAVE   LIGHTS AND FIRE SPRINKLERS AS WELL?   2017 FBC-B 3103.1.1 CONFORMANCE. TEMPORARY STRUCTURES   AND USES SHALL CONFORM TO THE STRUCTURAL STRENGTH, FIRE   SAFETY, AND MEANS OF EGRESS, ACCESSIBILITY, LIGHT,   VENTILATION AND SANITARY REQUIREMENTS OF THIS CODE AS   NECESSARY TO ENSURE PUBLIC HEALTH, SAFETY AND GENERAL   WELFARE.       11B) IS THE TEMPORARY WALKWAYS AND AMBULANCE & PUBLIC   EDUCATION CANOPIES GOING TO BE PART OF THIS PERMIT OR   COME IN UNDER A SEPARATE TENT PERMIT. 107.2.1.2   ADDITIONAL INFORMATION IS REQUIRED.       11C) HOW LONG IS THE WALKWAYS, AMBULANCE CANOPY &   PUBLIC EDUCATION CANOPIES GOING TO BE ERECTED?   THE BUILDING CODE 2017 FBC-B SECTION:   3103.1 THE PROVISIONS OF SECTIONS 3103.1 THROUGH 3103.4   SHALL APPLY TO STRUCTURES ERECTED FOR A PERIOD OF LESS   THAN 180 DAYS. TENTS AND OTHER MEMBRANE STRUCTURES   ERECTED FOR A PERIOD OF LESS THAN 180 DAYS SHALL COMPLY   WITH THE FLORIDA FIRE PREVENTION CODE. THOSE ERECTED   FOR A LONGER PERIOD OF TIME SHALL COMPLY WITH   APPLICABLE SECTIONS OF THIS CODE.       THE AMBULANCE AND WALKWAY CANOPIES WILL NEED TO SHOW   ENGINEERING FOR THE WIND SPEED REQUIRED FOR 180 VULT,   OR WILL THE STRUCTURES BE REMOVED IN CASE OF   HURRICANES, WHAT THEN WOULD HAPPEN TO THE FIRE   SPRINKLER PIPING WITHIN THE STRUCTURES?       11D) WITH THE EXTENSION OF THE EXIT SHOWN IN THE PLAN,   IT IS NOT CLEAR IF THE ENCLOSED WALKWAY FOR THE   AMBULANCE CANOPY ONLY HAS THE ONE EXIT AT THE END OF   THE ENCLOSURE OR IF AT THE MAIN BUILDING EXIT THERE IS   A SIDE OPENING TO ALLOW THE EXITING OF THE ENCLOSURE   DIRECTLY FROM THE BUILDING?   2017 FBC-B 3103.4 MEANS OF EGRESS. TEMPORARY STRUCTURES   SHALL CONFORM TO THE MEANS OF EGRESS REQUIREMENTS OF   CHAPTER 10 AND SHALL HAVE AN EXIT ACCESS TRAVEL   DISTANCE OF 100 FEET (30 480 MM) OR LESS.       11E) IN THE TENT FOR THE AMBULANCES ARE THEIR GOING TO   HAVE SIDES ENCLOSING THE TENT AS THE WALKWAY, HOW WILL   THE VENTILATION REQUIREMENTS BE MET AND CARBON MONOXIDE   FROM THE AMBULANCES BE REMOVED FROM THE TENT.   2017 FBC-B 3103.1.1 CONFORMANCE. TEMPORARY STRUCTURES   AND USES SHALL CONFORM TO THE STRUCTURAL STRENGTH, FIRE   SAFETY, AND MEANS OF EGRESS, ACCESSIBILITY, LIGHT,   VENTILATION AND SANITARY REQUIREMENTS OF THIS CODE AS   NECESSARY TO ENSURE PUBLIC HEALTH, SAFETY AND GENERAL   WELFARE.       12) SHEET 019G411 UNDER THE HEADING PHASING NOTE S NOTE   # 6 STATES THAT DURING CONSTRUCTION AT NO TIME SHALL   TEMPORARY CONSTRUCTION BARRIERS LIMIT THE CORRIDOR   WIDTH TO LESS THAN 6 FEET. THERE IS NOTE ON THE PLANS   FOR A TEMPORARY CORRIDOR TO BE 5 FEET 11 57/64 INCHES   IN WIDTH. WHICH NOTE TAKES PRECEDENCE? THE NOTE IS   LOCATED IN A CORRIDOR BETWEEN THE CLEAN SUPPLY ROOM AND   PATIENT TOILET. 107.2.1.2 ADDITIONAL INFORMATION   REQUIRED.       13) SHEET 053_A250 DETAIL # 10 SHOWS A 1 HOUR   HORIZONTAL SHAFT THAT IS HANGING FROM THE CEILING. THIS   SAME DETAIL INDICATES SEE SHEET G150 DETAIL 7Z FOR THE   1 HOUR SHAFT ENCLOSURE/ UL# U415. THE UL LISTING U 415   DOES SHOW THE USE OF SHAFTWALL SYSTEM FOR NONBEARING   WALL SYSTEMS. NOWHERE IN THE UL 415 STANDARD DOES IT   STATE THAT THIS SHAFT WALL IS TO BE HUNG FROM THE   CEILING. THE SHAFTWALL SYSTEM SHOWS THAT IT WAS ONLY   TESTED FOR VERTICAL USE, (A WALL SYSTEM), IT DOES NOT   INDICATE THAT THE SYSTEM WAS EVER TESTED FOR THE WALL   ASSEMBLY TO BE TURNED ON ITS SIDE AND BE USED   HORIZONTALLY. WE WILL NEED TO SEE ACTUAL TEST DATA FROM   UL WHERE THIS ASSEMBLY WAS TESTED HANGING FROM THE   CEILING, AND TESTED FROM BOTH SIDES SINCE THIS IS   SHAFTWALL CONSTRUCTION WITH DIFFERENT COMPONENTS MAKING   UP THE WALL SYSTEM.       2017 FBC-B 707.5 CONTINUITY. FIRE BARRIERS SHALL EXTEND   FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING   ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF   SHEATHING, SLAB OR DECK ABOVE AND SHALL BE SECURELY   ATTACHED THERETO. SUCH FIRE BARRIERS SHALL BE   CONTINUOUS THROUGH CONCEALED SPACE, SUCH AS THE SPACE   ABOVE A SUSPENDED CEILING. JOINTS AND VOIDS AT   INTERSECTIONS SHALL COMPLY WITH SECTIONS 707.8 AND   707.9.       14) THE SHEET 054_A300 AND 117_M301 BOTH SHOW A   MECHANICAL PENTHOUSE. PLEASE INDICATE HOW ONE GETS UP   TO THE PENTHOUSE TO WORK ON THE MECHANICAL EQUIPMENT.   PLEASE SHOW COMPLIANCE WITH THE 2017   FBC-B SECTIONS:   1011.12 STAIRWAY TO ROOF. EXCEPTION: OTHER THAN WHERE   REQUIRED BY SECTION 1011.12.1, IN BUILDINGS WITHOUT AN   OCCUPIED ROOF ACCESS TO THE ROOF FROM THE TOP STORY   SHALL BE PERMITTED TO BE BY AN ALTERNATING TREAD   DEVICE, A SHIPS LADDER OR A PERMANENT LADDER.       1011.12.2 ROOF ACCESS. WHERE A STAIRWAY IS PROVIDED TO   A ROOF, ACCESS TO THE ROOF SHALL BE PROVIDED THROUGH A   PENTHOUSE COMPLYING WITH SECTION 1510.2.   EXCEPTION: IN BUILDINGS WITHOUT AN OCCUPIED ROOF,   ACCESS TO THE ROOF SHALL BE PERMITTED TO BE A ROOF   HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE FEET IN AREA   AND HAVING A MINIMUM DIMENSION OF 2 FEET.       1011.16 LADDERS. PERMANENT LADDERS SHALL NOT SERVE AS A   PART OF THE MEANS OF EGRESS FROM OCCUPIED SPACES WITHIN   A BUILDING. PERMANENT LADDERS SHALL BE PERMITTED TO   PROVIDE ACCESS TO THE FOLLOWING AREAS:   1.SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE,   REPAIR OR MONITORING OF EQUIPMENT.   5.NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE   STAIRWAY ACCESS IN ACCORDANCE WITH SECTION   1011.12.1.   6.LADDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH   SECTION 306.5 OF THE FLORIDA BUILDING CODE,   MECHANICAL.       15) SHEET 054_A300 ROOF PLAN NOTE 10. STATES THAT ROOF   PAVERS OR BUILT UP WALKWAYS TO BE PROVIDED AND   INSTALLED AS NEEDED TO ACCESS MECHANICAL EQUIPMENT FROM   ROOF HATCHES. PLEASE SPECIFY EITHER ROOF PAVERS OR   BUILT UP WALKWAYS.   2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION 107.2.1.   W.P.B. ADMINISTRATIVE CODE 2017. DRAWINGS &   SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM   OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS,   WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE   TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC TO   THE TECHNICAL CODES "SHALL NOT BE CITED AS A WHOLE OR   IN PART, NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED   AS A SUBSTITUTE FOR SPECIFIC INFORMATION".       16A) THE ROOFTOP PLAN 054_A300 INDICATES NEW ROOF TOP   EXHAUST FANS, THE MECHANICAL SHEET 121_M404 DETAIL 1   &10 BOTH INDICATE EXHAUST FANS AND OR CURBS. NOTE 7 IN   DETAIL 1 INDICATE FAN TO HAVE A NOA, PRODUCT APPROVAL.   IN DETAIL 10 INDICATE AN ENGINEER IS TO PROVIDE THE   ATTACHMENT METHOD OF THE FAN TO THE ROOF CURB AND CURB   TO THE ROOF FRAMING. SHEET 101_S402 SHOW THE ROOF TOP   REINFORCEMENT OF ROOF FRAMING AT THE ROOF DECK OPENING   BUT NOT THE CURB TO THE ROOF FRAMING.       LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP   EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,   PIPE SUPPORTS ON THE ROOF DETAILED ATTACHMENT TO THE   ROOF FRAMING & DECK AS WELL AS FROM THE CURB OR ROOF   STAND TO THE EQUIPMENT ABOVE.       2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL   MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY   METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT   EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY   AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.   EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE   OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES   SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND   LOADS.       16B) SHEET 121_M404 DETAIL 11 SHOWS A ROOF TOP PIPE   SUPPORT. THE NOTE ON THE PLANS INDICATES THE TIE DOWN   DETAILS ARE BY THE STRUCTURAL ENGINEER REGISTERED IN   THE STATE OF FLORIDA BASED ON THE AREA WIND LOADING   REQUIREMENTS, PLEASE SHOW CODE COMPLIANCE. LATERAL   FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP EQUIPMENT,   CURBS, FANS OR A/C STANDS, AND OR VENTS, PIPE SUPPORTS   ON THE ROOF DETAILED ATTACHMENT TO THE ROOF FRAMING &   DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE   EQUIPMENT ABOVE.       17) SHEET 063_A501 DETAILS 1 & 3 BOTH SHOW THE USE OF 2   INCH EFIS ON 5/8 INCH EXTERIOR GRADE PLYWOOD.   PLEASE NOTE THE CONSTRUCTION TYPE FOR THIS BUILDING IS   I-B. PLEASE REVIEW THE 2017 FBC-B SECTIONS:       603.1 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.FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:   1.1.NONBEARING PARTITIONS WHERE THE REQUIRED   FIRE-RESISTANCE RATING IS 2 HOURS OR LESS.   1.2.NONBEARING EXTERIOR WALLS WHERE   FIRE-RESISTANCE-RATED CONSTRUCTION IS NOT REQUIRED.   1.3.ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,   FRAMING AND DECKING.       18) SHEET 063_A501 DETAILS 3 & 4 BOTH SHOW THE USE OF   FIREPROOFING OF THE STEEL FRAMING ALSO SHEET 064_A525   DETAILS 1,2 & 5. PLEASE PROVIDE CODE COMPLIANCE OF FIRE   RESISTANCE RATING REQUIREMENT FOR BUILDINGS ELEMENTS   SEE TABLE 601 AND FOOTNOTES OF THE 2017 FBC-B. THE   ARCHITECTURAL SHEET ALSO STATES STEEL BEAM WITH SPRAY   APPLIED FIREPROOFING, COORDINATE WITH STRUCTURAL STEEL   DRAWINGS. SHEET 010_G164   DOES HAVE FIRE RESISTANCE RATINGS FOR BAR JOIST BUT   WITHIN THE SYSTEM THERE ARE DIFFERENT OR ALTERNATE   METHODS OF APPLICATION, NO ONE METHOD HAS BEEN   IDENTIFIED FOR USE IN THIS BUILDING. THERE IS NO   INFORMATION ABOUT FIRE RESISTANCE RATING FOR THE STEEL   COLUMNS.       19) SHEET 069_A577 THERE ARE 3 DETAILS DETAIL # 1 & 2   DOES NOT INDICATE THE TYPE OF SHEATHING TO BE   INSTALLED. BOTH DETAIL 2 & 3 BOTH INDICATE SEE DETAIL #   4 SHEET 011_G165. 2 INCH EFIS ON 5/8 INCH EXTERIOR   SHEATHING. PLEASE NOTE THE CONSTRUCTION TYPE FOR THIS   BUILDING IS I-B. PLEASE REVIEW THE 2017 FBC-B SECTIONS:       603.1 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.FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:   1.1.NONBEARING PARTITIONS WHERE THE REQUIRED   FIRE-RESISTANCE RATING IS 2 HOURS OR LESS.   1.2.NONBEARING EXTERIOR WALLS WHERE   FIRE-RESISTANCE-RATED CONSTRUCTION IS NOT REQUIRED.   1.3.ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,   FRAMING AND DECKING.       20) SHEET 076_A800 PLEASE REVIEW THE UPPER LEFT HAND   BREAK ROOM CABINETS, DETAIL NOT GIVEN A DETAIL NUMBER.   THE SHELF THAT THE MICROWAVE SITS ON IS 4 FOOT 8 INCHES   ABOVE FINISH FLOOR, OUT OF REACH RANGES.   SEE THE 2017 FBC-ACCESSIBILITY CODE SECTIONS:       308 REACH RANGES. 308.2 FORWARD REACH./ 308.2.1   UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH.   308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2   OBSTRUCTED HIGH REACH.       309 OPERABLE PARTS. 309.3 HEIGHT. OPERABLE PARTS SHALL   BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES   SPECIFIED IN 308.309.4 OPERATION. OPERABLE PARTS SHALL   BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT   GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE   REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS   (22.2 N) MAXIMUM.       21A) SHEET 076_A800 PLEASE REVIEW DETAIL 11. THIS   DETAIL GIVES AN ALTERNATE POSITION FOR A MICROWAVE. IT   IS SHOWN ON AN UPPER CABINET SHELF AT A HEIGHT OF IS 4   FOOT 8 INCHES ABOVE FINISH FLOOR, OUT OF REACH RANGES.   SEE THE 2017 FBC-ACCESSIBILITY CODE SECTIONS:       308 REACH RANGES. 308.2 FORWARD REACH./ 308.2.1   UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH.   308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2   OBSTRUCTED HIGH REACH.       309 OPERABLE PARTS. 309.3 HEIGHT. OPERABLE PARTS SHALL   BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES   SPECIFIED IN 308.309.4 OPERATION. OPERABLE PARTS SHALL   BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT   GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE   REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS   (22.2 N) MAXIMUM.       21B) IN THE SAME DETAIL AN ALTERNATE POSITION IS SHOWN   ON THE COUNTERTOP. THIS POSITION IS CODE COMPLIANT BUT   SHOWN AS AN ALTERNATE POSITION, THE LOCATION HAS TO BE   SPECIFIC. 2017 WEST PALM BEACH AMENDMENTS TO THE   FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION   107.2.1.   W.P.B. ADMINISTRATIVE CODE/2017 DRAWINGS &   SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM   OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS,   WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE   TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC TO   THE TECHNICAL CODES HALL NOT BE CITED AS A WHOLE OR IN   PART, NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED AS   A SUBSTITUTE FOR SPECIFIC INFORMATION. CONSTRUCTION   DOCUMENTS SHALL BE SUFFICIENT CLARITY TO INDICATE THE   LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED AND   SHOW IN DETAIL THAT IT WILL CONFORM TO THE PROVISIONS   OF THIS CODE AND RELEVANT LAWS, ORDINANCES, RULES AND   REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL.       22) SHEET 007_A801 PLEASE REVIEW DETAIL 5 THE STAFF   LOUNGE AND DETAIL 8 THE EMS LOUNGE. THESE DETAIL GIVES   AN ALTERNATE POSITION FOR A MICROWAVE. IT IS SHOWN ON   AN UPPER CABINET SHELF AT A HEIGHT OF IS 4 FOOT 8   INCHES ABOVE FINISH FLOOR, OUT OF REACH RANGES.   SEE THE 2017 FBC-ACCESSIBILITY CODE SECTIONS:       308 REACH RANGES. 308.2 FORWARD REACH./ 308.2.1   UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH.   308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2   OBSTRUCTED HIGH REACH.       309 OPERABLE PARTS. 309.3 HEIGHT. OPERABLE PARTS SHALL   BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES   SPECIFIED IN 308.309.4 OPERATION. OPERABLE PARTS SHALL   BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT   GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE   REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS   (22.2 N) MAXIMUM.       23) PLEASE SUPPLY A SURVEY FOR THIS PROPERTY INDICATING   THE DISTANCE FROM THE CURRENT BUILDING LOCATION TO THE   EAST PROPERTY LINE TO VERIFY THE EXTERIOR WALL RATING   FBC-B TABLE 602 AND THE AMOUNT OF ALLOWABLE OPENINGS   FOR UNPROTECTED AND SPRINKLERED FBC-B TABLE 705.8.       24) IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE   REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA   PROJECT DOX UPON NOTIFICATION BY THIS OFFICE.   NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL   FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT   (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT   FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE   FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN   BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRAT   ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON   APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO   YOUR PROJECT OR EMAIL IT TO: [email protected]   PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300   N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.       25) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW   COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION   MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE   THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR   PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.       JAMES A. WITMER BN, PX, SFP, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL 33402   TEL: 561-805-6717   FAX: 561-805-6676   E-MAIL: [email protected]         Review Stop E ELECTRICAL Rev No 3 Status P Date 2019-09-13 Cont ID   Sent By jpearson Date 2019-09-13 Time 15:51 Rev Time 0.00 Received By jpearson Date 2019-09-13 Time 15:09 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 2 Status F Date 2019-07-17 Cont ID   Sent By jpearson Date 2019-07-17 Time 14:48 Rev Time 0.00 Received By jpearson Date 2019-07-17 Time 14:48 Sent To   Notes 2019-07-17 14:48:36 CODES IN EFFECT:   FBC = FLORIDA BUILDING CODE 2017 6TH EDITION   WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017   6TH ED, CHAPTER 1.   FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017   6TH EDITION   FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017   6TH EDITION   FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION   NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE   FS = FLORIDA STATUTES   FAC = FLORIDA ADMINISTRATIVE CODE       ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.       1. NO ELECTRICAL ISSUED FOR PLAN, ALL ITEMS HAVE BEEN   ADDRESSED. HOWEVER, I AM UNABLE TO APPROVE THE PLAN   UNTIL THE SIGNATURE ISSUE IS RESOLVED. SEE SIGNATURE   COMMENTS. WPB FBC 107.1; FS 471/481       END OF COMMENTS.       PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN   RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES   INTO THE ORIGINAL SUBMITTAL AND REMOVE THE PREVIOUSLY   REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED   SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD   SHEETS.       SINCERELY,       JOHN PEARSON   ELECTRICAL PLANS EXAMINER   561-805-6746   [email protected]         Review Stop E ELECTRICAL Rev No 1 Status F Date 2019-02-22 Cont ID   Sent By jpearson Date 2019-02-22 Time 15:45 Rev Time 0.00 Received By jpearson Date 2019-02-22 Time 15:45 Sent To   Notes 2019-02-22 15:45:00 CODES IN EFFECT:   FBC = FLORIDA BUILDING CODE 2017 6TH EDITION   WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017   6TH ED, CHAPTER 1.   FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017   6TH EDITION   FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017   6TH EDITION   FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION   NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE   FS = FLORIDA STATUTES       ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.       1. INDICATE ON PLANS WHICH ROOMS/AREAS SHALL BE WIRED   PER NEC 517.13.   2. PROVIDE PANEL BOARD BONDING PER NEC 517.14.   3. PANEL SCHEDULES SHOW DEMAND FACTORS FOR VARIOUS   ITEMS THAT DON'T SEEM TO BE CODE COMPLIANT. FOR   EXAMPLE, SOME LIGHTING IS SHOWN WITH A DEMAND FACTOR OF   40%, BUT THE PLAN DOES NOT CLARIFY WHAT THESE AREAS   ARE. THIS DEMAND FACTOR CANNOT BE APPLIED TO AREAS OF A   HOSPITAL WHERE THE LIGHTING LOAD IS LIKELY TO BE USED   AT ONE TIME, SUCH AS AN EMERGENCY DEPARTMENT. PROVIDE   CLARIFICATION. ANOTHER EXAMPLE IS THE DEMAND FACTOR OF   85% APPLIED TO SOME AREAS. WHAT IS THE CODE REFERENCE   THAT PERMITS THIS? ALSO, THE DEMAND FACTORS FOR   RECEPTACLE LOADS IS NOT COMPLIANT WITH NEC TABLE   220.44. PROVIDE CORRECTIONS AS NEEDED, AND UPDATE LOAD   SUMMARIES TO REFLECT CHANGES. NEC 220; WPB FBC 107.2.1   4. SHEET E-701 PROVIDES LOAD SUMMARIES AND SHOWS THE   EXISTING LOADS FOR EACH OF THOSE SUMMARIES. WHERE IS   THIS INFORMATION FROM, HOW ARE THESE EXISTING LOADS   DETERMINED? PROVIDE CLARIFICATION. NEC 220; WPB FBC   107.2.1   5. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,   DAS, LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD   SYSTEMS, WALK IN COOLERS, SIGNS, SITE LIGHTING, AND   SWIMMING POOLS (WHERE APPLICABLE) ARE NOT INCLUDED IN   THE SCOPE OF THIS PLAN REVIEW. PROVIDE A BLOCK NOTE   INDICATING THE REQUIRED SEPARATE PERMITS AND PLAN   SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. WPB FBC   105.1, 107.2.1           END OF COMMENTS.       PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN   RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES   INTO THE ORIGINAL SUBMITTAL AND REMOVE THE PREVIOUSLY   REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED   SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD   SHEETS.       SINCERELY,       JOHN PEARSON   ELECTRICAL PLANS EXAMINER   561-805-6746   [email protected]     Review Stop ENG ENGINEERING CSD Rev No 3 Status P Date 2019-10-08 Cont ID   Sent By rrossano Date 2019-10-08 Time   Rev Time 0.00 Received By rrossano Date 2019-10-08 Time   Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 2 Status P Date 2019-07-17 Cont ID   Sent By rrossano Date 2019-07-17 Time   Rev Time 0.00 Received By rrossano Date 2019-07-17 Time   Sent To I Notes 2019-07-17 15:47:05 PASSED WITH PROVISO: FORMAL PLAN REVIEW VIA ENGINEERING   PERMIT APPLICATION WAS SATISFACTORY. ANY UPDATES OR   REVISIONS TO THE APPROVED SITE PLAN WILL REQUIRE AN   ENGINEERING REVISION REVIEW.       FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR   CONCERNS, THANKS.       RICK ROSSANO   PROJECT COORDINATOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1098   FAX: (561) 494-1116   MOBILE: (561) 246-9525   EMAIL: [email protected]   WWW.WPB.ORG/ENGINEERING       MANNY GONZALEZ   SENIOR ENGINEERING PROJECT COORDINATOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1085   FAX: (561) 494-1116   MOBILE: (561) 644-7301   EMAIL: [email protected]   WWW.WPB.ORG/ENGINEERING       CENTRAL OPERATIONS CENTER (DISPATCH):   24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC   UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210     Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2019-02-07 Cont ID   Sent By rrossano Date 2019-02-07 Time 11:40 Rev Time   Received By rrossano Date 2019-02-07 Time   Sent To   Notes 2019-02-07 11:38:16 PLEASE ADD THE ADDITIONAL WATER AND SEWER DEMANDS FOR   THE SUBJECT PROJECT ON SHEETS C400 AND C401.       FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR   CONCERNS, THANKS.       RICK ROSSANO   PROJECT COORDINATOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1098   FAX: (561) 494-1116   MOBILE: (561) 246-9525   EMAIL: [email protected]   WWW.WPB.ORG/ENGINEERING       MANNY GONZALEZ   SENIOR ENGINEERING PROJECT COORDINATOR   ENGINEERING SERVICES DEPARTMENT   401 CLEMATIS STREET, 4TH FLOOR   WEST PALM BEACH, FL 33401   (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)   MAIN PHONE: (561) 822-1200   DIRECT: (561) 494-1085   FAX: (561) 494-1116   MOBILE: (561) 644-7301   EMAIL: [email protected]   WWW.WPB.ORG/ENGINEERING       CENTRAL OPERATIONS CENTER (DISPATCH):   24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC   UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210     Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status P Date 2019-08-20 Cont ID   Sent By pleduc Date 2019-08-20 Time   Rev Time 0.00 Received By pleduc Date 2019-08-20 Time 09:31 Sent To   Notes 2019-08-20 10:01:50 8/20/19       A FEW OF THE PEVIOUS FIRE COMMENTS DO NOT APPEAR TO BE   ADDRESSED.               1) COMPLIED               2) PROVISO COMMENT:       SHEET A 575 - THERE ARE INDICATIONS OF CARDER READERS   AND ACCESS CONTROL WITHIN THE DOOR SCHEDULE.       CARD READER AND ACCESS CONTROL SHALL BE INSTALLED UNDER   SPEARATE PERMIT AND SHOP DRAWINGS.       ALL DEVICES AND EQUIPMENT FOR CARD READERS AND ACCESS   CONTRAL SHALL FUNCTION/OPERATE UNDER THE REQUIREMENTS   OF NFPA 101, CHAPTER 7, MEANS OF EGRESS.               3) COMPLIED               4) COMPLIED           5) PROVISO COMMENT:       SHEET G 410 - THERE IS AN INDICATION OF A TEMPORARY   AMBULANCE CANOPY. THERE IS NO DETAIL PLAN SHEET OR   CALL-OUT DRAWING.       IF THIS A TENT STRUCTURE, IS THE FABRIC FIRE RETARDENT,   SIZE, HEIGHT, SIDES, LIGHTING, ETC.?       ANY TEMPORAY TENT STRUCTURE SHALL BE INSTALLED UNDER   SEPARATE PERMIT AND SHOP DRAWINGS THAT INCLUDE, THE   ABOVE.               6) PROVISO COMMENT:       SHEET G 410 - A CONSTRUCTION BARRIER IS INDICATED.   THERE IS NO DETAIL PLAN SHEET OR CALL-OUT DRAWING.       WILL THIS AREA BE CONSTRUCTION MATERIAL, HAVE LIGHTING,   EXIT SIGNAGE, SIDES, SPRINKLER PROTECTION, FIRE ALARM   DEVICES, ETC.       SHOP DRAWINGS REQUIRED               7) PROVISO COMMENT:       SHEET G 410 - A TEMPORARY PUB ED CANOPY IS INDICATED.   WHAT IS THE PURPOSE AND OCCUPANCY CLASSIFICATION OF   THIS CANOPY?       EDUCATION CLASSROOM, ASEEMBLY GATHERING AREA,? HOW WILL   IT BE CONSTRUCTED? IS IT TEMPORARY TENT WITH SIDES?       ANY TEMPORAY TENT STRUCTURE SHALL BE INSTALLED UNDER   SEPARATE PERMIT AND SHOP DRAWINGS THAT INCLUDE, THE   ABOVE.           PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected] Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2019-06-13 Cont ID   Sent By pleduc Date 2019-06-13 Time   Rev Time 0.00 Received By pleduc Date 2019-06-13 Time 15:41 Sent To   Notes 2019-06-13 16:01:58 6/13/19       PEVIOUS FIRE COMMENTS DO NOT APPEAR TO BE ADDRESSED IN   NARRATIVE NOR PLAN REVISION FORM.       PLEASE ADDRESS THE FIRE COMMENTS THAT WERE PREVIOUSLY   SUBMITTED AND RESUBMITTED BELOW:               1) SHEET D 110 - THERE ARE NO INDICATIONS THAT THE LIFE   SAFETY SYSTEMS SHALL BE MAINTAINED DURING DEMO AND/OR   THROUGHOUT CONSTRUCTION.       IT IS OF THE UTMOST IMPORTANCE THAT THE FIRE ALARM AND   FIRE SPRINKLER BE MAINTAINED AT ALL TIMES.       PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.               2) SHEET A 575 - THERE ARE INDICATIONS OF CARDER   READERS AND ACCESS CONTROL WITHIN THE DOOR SCHEDULE.       CARD READER AND ACCESS CONTROL SHALL BE INSTALLED UNDER   SPEARATE PERMIT AND SHOP DRAWINGS.       ALL DEVICES AND EQUIPMENT FOR CARD READERS AND ACCESS   CONTRAL SHALL FUNCTION/OPERATE UNDER THE REQUIREMENTS   OF NFPA 101, CHAPTER 7, MEANS OF EGRESS.       PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.               3) SHEET FP 001 - THERE ARE INDICATIONS OF FIRE   SPRINKLER WORK.       ALL FIRE SPRINKLER WORK, DEMO THRU NEW CONSTRUCTION,   SHALL BE DONE UNDER SEPARATE PERMIT AND SHOP DRAWINGS   BY CERTIFIED FIRE SPRINKLER CONTRATORS.       PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.               4) SHEET E 000 - THERE ARE NO INDICATIONS OF FIRE ALARM   DEVICES/ EQUIPMENT OR FIRE ALARM WORK.       ALL FIRE ALARM WORK, DEMO THRU NEW CONSTRUCTION, SHALL   BE DONE UNDER SEPARATE PERMIT AND SHOP DRAWINGS BY   CERTIFIED FIRE ALARM CONTRATORS.       PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.           5) SHEET G 410 - THERE IS AN INDICATION OF A TEMPORARY   AMBULANCE CANOPY. THERE IS NO DETAIL PLAN SHEET OR   CALL-OUT DRAWING.       IF THIS A TENT STRUCTURE, IS THE FABRIC FIRE RETARDENT,   SIZE, HEIGHT, SIDES, LIGHTING, ETC.?       ANY TEMPORAY TENT STRUCTURE SHALL BE INSTALLED UNDER   SEPARATE PERMIT AND SHOP DRAWINGS THAT INCLUDE, THE   ABOVE.       PLEASE PROVIDE DETAILS AND/OR A NOTE OF   ACKNOWLEDGEMENT.               6) SHEET G 410 - A CONSTRUCTION BARRIER IS INDICATED.   THERE IS NO DETAIL PLAN SHEET OR CALL-OUT DRAWING.       WILL THIS AREA BE CONSTRUCTION MATERIAL, HAVE LIGHTING,   EXIT SIGNAGE, SIDES, SPRINKLER PROTECTION, FIRE ALARM   DEVICES, ETC.       PLEASE PROVIDE DETAILS.               7) SHEET G 410 - A TEMPORARY PUB ED CANOPY IS   INDICATED. WHAT IS THE PURPOSE AND OCCUPANCY   CLASSIFICATION OF THIS CANOPY?       EDUCATION CLASSROOM, ASEEMBLY GATHERING AREA,? HOW WILL   IT BE CONSTRUCTED? IS IT TEMPORARY TENT WITH SIDES?       ANY TEMPORAY TENT STRUCTURE SHALL BE INSTALLED UNDER   SEPARATE PERMIT AND SHOP DRAWINGS THAT INCLUDE, THE   ABOVE.       PLEASE PROVIDE DETAILS AND/OR A NOTE OF   ACKNOWLEDGEMENT.               8) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET   REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE   ABOVE.               9)ADDITIONAL COMMENTS MAY BE PROVIDED ON THE   RE-SUBMITTAL OF THE ABOVE.               PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected]     Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2019-02-21 Cont ID   Sent By pleduc Date 2019-02-21 Time   Rev Time 0.00 Received By pleduc Date 2019-01-31 Time 10:48 Sent To   Notes 2019-02-21 10:17:58 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE   MARSHAL, WITH THE FOLLOWING COMMENTS:               1) SHEET D 110 - THERE ARE NO INDICATIONS THAT THE LIFE   SAFETY SYSTEMS SHALL BE MAINTAINED DURING DEMO AND/OR   THROUGHOUT CONSTRUCTION.       IT IS OF THE UTMOST IMPORTANCE THAT THE FIRE ALARM AND   FIRE SPRINKLER BE MAINTAINED AT ALL TIMES.       PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.               2) SHEET A 575 - THERE ARE INDICATIONS OF CARDER   READERS AND ACCESS CONTROL WITHIN THE DOOR SCHEDULE.       CARD READER AND ACCESS CONTROL SHALL BE INSTALLED UNDER   SPEARATE PERMIT AND SHOP DRAWINGS.       ALL DEVICES AND EQUIPMENT FOR CARD READERS AND ACCESS   CONTRAL SHALL FUNCTION/OPERATE UNDER THE REQUIREMENTS   OF NFPA 101, CHAPTER 7, MEANS OF EGRESS.       PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.               3) SHEET FP 001 - THERE ARE INDICATIONS OF FIRE   SPRINKLER WORK.       ALL FIRE SPRINKLER WORK, DEMO THRU NEW CONSTRUCTION,   SHALL BE DONE UNDER SEPARATE PERMIT AND SHOP DRAWINGS   BY CERTIFIED FIRE SPRINKLER CONTRATORS.       PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.               4) SHEET E 000 - THERE ARE NO INDICATIONS OF FIRE ALARM   DEVICES/ EQUIPMENT OR FIRE ALARM WORK.       ALL FIRE ALARM WORK, DEMO THRU NEW CONSTRUCTION, SHALL   BE DONE UNDER SEPARATE PERMIT AND SHOP DRAWINGS BY   CERTIFIED FIRE ALARM CONTRATORS.       PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.           5) SHEET G 410 - THERE IS AN INDICATION OF A TEMPORARY   AMBULANCE CANOPY. THERE IS NO DETAIL PLAN SHEET OR   CALL-OUT DRAWING.       IF THIS A TENT STRUCTURE, IS THE FABRIC FIRE RETARDENT,   SIZE, HEIGHT, SIDES, LIGHTING, ETC.?       ANY TEMPORAY TENT STRUCTURE SHALL BE INSTALLED UNDER   SEPARATE PERMIT AND SHOP DRAWINGS THAT INCLUDE, THE   ABOVE.       PLEASE PROVIDE DETAILS AND/OR A NOTE OF   ACKNOWLEDGEMENT.               6) SHEET G 410 - A CONSTRUCTION BARRIER IS INDICATED.   THERE IS NO DETAIL PLAN SHEET OR CALL-OUT DRAWING.       WILL THIS AREA BE CONSTRUCTION MATERIAL, HAVE LIGHTING,   EXIT SIGNAGE, SIDES, SPRINKLER PROTECTION, FIRE ALARM   DEVICES, ETC.       PLEASE PROVIDE DETAILS.               7) SHEET G 410 - A TEMPORARY PUB ED CANOPY IS   INDICATED. WHAT IS THE PURPOSE AND OCCUPANCY   CLASSIFICATION OF THIS CANOPY?       EDUCATION CLASSROOM, ASEEMBLY GATHERING AREA,? HOW WILL   IT BE CONSTRUCTED? IS IT TEMPORARY TENT WITH SIDES?       ANY TEMPORAY TENT STRUCTURE SHALL BE INSTALLED UNDER   SEPARATE PERMIT AND SHOP DRAWINGS THAT INCLUDE, THE   ABOVE.       PLEASE PROVIDE DETAILS AND/OR A NOTE OF   ACKNOWLEDGEMENT.               8) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET   REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE   ABOVE.               9)ADDITIONAL COMMENTS MAY BE PROVIDED ON THE   RE-SUBMITTAL OF THE ABOVE.               PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected]                 Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2019-10-31 Cont ID   Sent By lmarchan Date 2019-10-31 Time 07:38 Rev Time 0.00 Received By lmarchan Date 2019-10-15 Time 10:56 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2019-10-08 Cont ID   Sent By cpuell Date 2019-10-08 Time 14:18 Rev Time 0.00 Received By cpuell Date 2019-08-16 Time 06:25 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2019-07-24 Cont ID   Sent By lmarchan Date 2019-07-24 Time 15:16 Rev Time 0.00 Received By lmarchan Date 2019-06-12 Time 15:56 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2019-03-15 Cont ID   Sent By lmarchan Date 2019-03-15 Time 15:32 Rev Time 0.00 Received By lmarchan Date 2019-01-14 Time 16:44 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status P Date 2019-10-31 Cont ID   Sent By lmarchan Date 2019-10-31 Time 13:39 Rev Time 0.00 Received By lmarchan Date 2019-10-25 Time 09:44 Sent To   Notes 2019-10-31 13:10:16 RECEIPT - 2019-1031-364 - $28,049.44 - PAID 2019-10-25 09:44:28 10/25/19 EMAILED IMPACT FEE OFFICE. LEM Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2019-02-12 Cont ID   Sent By jwitmer Date 2019-02-12 Time 14:18 Rev Time 0.00 Received By jwitmer Date 2019-02-12 Time 14:17 Sent To   Notes 2019-02-12 14:17:59 IMPACT FEES - DIGITAL SUBMITTALS:   PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE   DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS   OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST   FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE   OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL   IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME   THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM   CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS   TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON   APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO   YOUR PROJECT OR EMAIL IT TO [email protected] .   PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300   N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.     Review Stop M MECHANICAL (A/C) Rev No 3 Status P Date 2019-09-16 Cont ID   Sent By ccole Date 2019-09-14 Time 08:05 Rev Time 0.00 Received By ccole Date 2019-09-16 Time 08:05 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 2 Status P Date 2019-07-16 Cont ID   Sent By ccole Date 2019-07-16 Time 08:32 Rev Time 0.00 Received By ccole Date 2019-07-15 Time 16:48 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2019-02-26 Cont ID   Sent By ccole Date 2019-02-26 Time 17:12 Rev Time 0.00 Received By ccole Date 2019-02-26 Time 12:25 Sent To   Notes 2019-02-26 17:48:39 1ST REVIEW FBC-2017 MECHANICAL   PERMIT #18091284   2/26/19       CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017   FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017   FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION   2017   FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION   2017   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH   EDITION 2017   FGI- GUIDELINES FOR DESIGN AND CONSTRUCTION OF   HOSPITALS AND OUTPATIENT FACILITIES- 2014.       PLAN REVIEW RESULTS: DENIED.       1) SHEET M002: PROVIDE THE MINIMUM EFFICIENCY RATINGS   OF THE DUCTLESS SYSTEMS AND THE CHILLERS IN THE   EQUIPMENT SCHEDULES- SEE TABLES C403.2.3(1) &   C403.2.3(7) FBC M.       2) M110B & M301: PROVIDE A AUTOMATICALLY CONTROLLED   DAMPER FOR THE O/A INTAKE DUCT FOR AHU-22- SECTION   C403.2.4.2 FBC M.       3) M110B & M301: SHOW THE LOCATION OF THE REQUIRED DUCT   SMOKE DETECTOR FOR AHU-22- SECTION 606.2.1 FBC M.       4) M110B: INDICATE THE TYPE OF DUCTWORK AND DIFFUSERS   TO BE INSTALLED IN THE TRAUMA ROOM- SEE TABLE 6-2   ASHRAE 170-2008       5) M404, DETAIL 1: INDICATE HOW THE FAN CURB WILL BE   ATTACHED TO THE STRUCTURE AND SUBMIT A MIAMI-DADE NOA   FOR THE EXHAUST FANS PER NOTE 7- SECTION 301.15 FBC M.       6) PROVIDE WIND LOAD ENGINEERING FOR INSTALLATION OF   THE CHILLER AND SUPPORT BASE- SECTION 301.15 FBC M.       7) REQUIRED SUBMITTALS TO BE APPROVED BY THE ENGINEER   OF RECORD:       A) EXHAUST FANS   B) FILTER BANKS   C) DUCTWORK   D) TRAUMA ROOM DIFFUSERS   E) FIRE AND FIRE/SMOKE DAMPERS   G) TERMINAL REHEAT BOXES.       8) COMMISSIONING REPORT FOR THE MECHANICAL AND SERVICE   WATER SYSTEMS ARE REQUIRED FOR CO- SEE SECTION C408 FBC   EC.       WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT   CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]     Review Stop MEDGAS MEDICAL GAS Rev No 5 Status P Date 2019-10-30 Cont ID   Sent By gjohnson Date 2019-10-30 Time 11:41 Rev Time 0.00 Received By gjohnson Date 2019-10-30 Time 11:41 Sent To   Notes ***NONE*** Review Stop MEDGAS MEDICAL GAS Rev No 4 Status P Date 2019-10-04 Cont ID   Sent By gjohnson Date 2019-10-04 Time 12:21 Rev Time 0.00 Received By gjohnson Date 2019-10-04 Time 12:21 Sent To   Notes 2019-10-04 12:21:59 PLUMBING PROVISO : 18091284       MED GAS COMMENTS: SHALL BE COMPLIED WITH PRIOR TO FINAL   INSPECTION.       1) SHOW THE TERMINATION POINT OF THE VACUUM PUMP VENT   LINE. THE DISCHARGE SHALL BE A MINIMUM OF 25 FEET FROM   ANY DOOR, WINDOW, AIR INTAKE, OR OTHER OPENINGS IN   BUILDINGS. NFPA 99 SEC.5.1.3.7.6.2.       2) THE MEDICAL AIR INTAKE SHALL BE LOCATED A MINIMUM OF   25 FEET FROM VENTILATING SYSTEM EXHAUSTS, PLUMBING   VENTS, VACUUM DISCHARGES, OR OTHER AREAS THAT CAN   COLLECT OTHER NOXIOUS FUMES. NFPA 99 SEC. 5.1.3.6.3.11.       DEFERRED SUBMITTALS. SUBMIT MANUFACTURER'S   SPECIFICATIONS FOR THE VACUUM PUMPS AND AIR   COMPRESSORS, THE MUFFLER/INTAKE AND ALSO FOR THE   RECEIVERS, DRYERS, AFTERCOOLERS, ETC.IF THEY ARE BEING   REPLACED WITH NEW. WPB AMEND. TO FBC SEC. 107.3.4.1           GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop MEDGAS MEDICAL GAS Rev No 3 Status F Date 2019-09-18 Cont ID   Sent By gjohnson Date 2019-09-18 Time 12:57 Rev Time 0.00 Received By gjohnson Date 2019-09-18 Time 12:57 Sent To   Notes 2019-09-18 12:57:47 3RD REVIEW:   2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION           MED GAS COMMENTS: PREVIOUS COMMENTS NOT COMPLIED WITH       1) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE VACUUM   PUMPS AND AIR COMPRESSORS, THE MUFFLER/INTAKE AND ALSO   FOR THE RECEIVERS, DRYERS, AFTERCOOLERS, ETC.IF THEY   ARE BEING REPLACED WITH NEW. WPB AMEND. TO FBC SEC.   107.2.1.       3) SHOW THE TERMINATION POINT OF THE VACUUM PUMP VENT   LINE. THE DISCHARGE SHALL BE A MINIMUM OF 25 FEET FROM   ANY DOOR, WINDOW, AIR INTAKE, OR OTHER OPENINGS IN   BUILDINGS. NFPA 99 SEC.5.1.3.7.6.2.   4) THE MEDICAL AIR INTAKE SHALL BE LOCATED A MINIMUM OF   25 FEET FROM VENTILATING SYSTEM EXHAUSTS, PLUMBING   VENTS, VACUUM DISCHARGES, OR OTHER AREAS THAT CAN   COLLECT OTHER NOXIOUS FUMES. NFPA 99 SEC. 5.1.3.6.3.11.       6) SHT.P002 - DETAIL # 7 - A PRESSURE INDICATOR(S)   SHALL BE LOCATED DOWNSTREAM OF EACH REGULATOR OR   IMMEDIATELY DOWNSTREAM OF THE ISOLATING VALVES FOR THE   REGULATORS PER NFPA 99 SEC. 5.1.3.5.5.1 (3).       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop MEDGAS MEDICAL GAS Rev No 2 Status F Date 2019-07-14 Cont ID   Sent By tklarge Date 2019-07-14 Time 09:49 Rev Time 0.00 Received By tklarge Date 2019-07-14 Time 09:14 Sent To   Notes 2019-07-14 09:17:55 1) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE VACUUM   PUMPS AND AIR COMPRESSORS, THE MUFFLER/INTAKE AND ALSO   FOR THE RECEIVERS, DRYERS, AFTERCOOLERS, ETC.IF THEY   ARE BEING REPLACED WITH NEW. WPB AMEND. TO FBC SEC.   107.2.1.   2) THE VACUUM PUMPS SHALL BE PROVIDED WITH   ANTIVIBRATION MOUNTINGS PERR NFPA 99 SEC.5.1.3.7.2.2.   3) SHOW THE TERMINATION POINT OF THE VACUUM PUMP VENT   LINE. THE DISCHARGE SHALL BE A MINIMUM OF 25 FEET FROM   ANY DOOR, WINDOW, AIR INTAKE, OR OTHER OPENINGS IN   BUILDINGS. NFPA 99 SEC.5.1.3.7.6.2.   4) THE MEDICAL AIR INTAKE SHALL BE LOCATED A MINIMUM OF   25 FEET FROM VENTILATING SYSTEM EXHAUSTS, PLUMBING   VENTS, VACUUM DISCHARGES, OR OTHER AREAS THAT CAN   COLLECT OTHER NOXIOUS FUMES. NFPA 99 SEC. 5.1.3.6.3.11.   5) MEDICAL AIR DRYERS SHALL BE PROVIDED WITH   ANTIVIBRATION MOUNTINGS PER NFPA 99 SEC. 5.1.3.6.3.7   (4).   6) SHT.P002 - DETAIL # 7 - A PRESSURE INDICATOR(S)   SHALL BE LOCATED DOWNSTREAM OF EACH REGULATOR OR   IMMEDIATELY DOWNSTREAM OF THE ISOLATING VALVES FOR THE   REGULATORS PER NFPA 99 SEC. 5.1.3.5.5.1 (3).   7) SUBMIT RISER DIAGRAMS FOR ALL THE MEDICAL GAS PIPING   TO BE INSTALLED. WPB AMEND. TO FBC SEC. 107.2.1.   8) SHT. P002 - DETAIL #7 - THE PRESSURE RELIEF VALVES   ON THE COMPRESSED AIR SYSTEM SHALL BE VENTED IN   ACCORDANCE WITH NFPA 99 SEC. 5.1.3.5.6.1 (4).   9) IDENTIFY THE CONTINUATION POINTS OF THE MEDICAL GAS   PIPING ON THE REQUESTED MEDICAL GAS RISER DIAGRAMS. WPB   AMEND. TO FBC SEC. 107.2.1.   10) THE AREA(S) HOUSING THE VACUUM PUMP AND AIR   COMPRESSOR SHALL BE VENTILATED PER NFPA 99   SECS.5.1.3.3.3.3, 5.1.3.6.3.1, 5.1.3.7.1.1.   11) THE NEW OUTDOOR ENCLOSURE FOR THE MEDICAL GAS SHALL   BE VENTILATED PER NFPA 99 SEC.5.1.3.3.3.4 (1).       TIM LARGE   CHIEF PLUMBING INSPECTOR   PLUMBING PLAN REVIEW   561-805-6692   [email protected]     Review Stop MEDGAS MEDICAL GAS Rev No 1 Status F Date 2019-02-28 Cont ID   Sent By gjohnson Date 2019-02-28 Time 14:03 Rev Time 0.00 Received By gjohnson Date 2019-02-28 Time 14:03 Sent To   Notes 2019-02-28 14:04:10 1ST REVIEW:   2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION       MED GAS COMMENTS:       1. PLEASE PLACE NOTE ON PLAN THE CONTRACTOR AND ANYONE   INSTALLING MED GAS PIPING SHALL BE MED GAS CERTIFIED.   INSTALLERS SHALL PROVIDE FOR INSPECTORS ON JOBSITE AND   COPY'S PROVIDED FOR PERMIT ISSUE. PER FAC 61G4-15.031           PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop P PLUMBING Rev No 4 Status P Date 2019-10-30 Cont ID   Sent By gjohnson Date 2019-10-30 Time 11:40 Rev Time 0.00 Received By gjohnson Date 2019-10-30 Time 11:40 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 3 Status P Date 2019-09-18 Cont ID   Sent By gjohnson Date 2019-09-18 Time 14:14 Rev Time 0.00 Received By gjohnson Date 2019-09-12 Time 12:00 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 2 Status F Date 2019-07-14 Cont ID   Sent By tklarge Date 2019-07-14 Time 09:14 Rev Time 0.00 Received By tklarge Date 2019-07-09 Time 04:48 Sent To   Notes 2019-07-14 06:21:04 1) SHT. G171 - DETAILS #1,2,3 - THERE IS NO APPROVED   LISTING FOR THESE PENETRATION DETAILS. CLARIFY. AN   ENGINEERING JUDGEMENT MAY BE REQUIRED FROM UL. 2017 FBC   SEC. 714.   2) SHT. G175 - DETAIL #6 - CLARIFY THE LOCATION OF THE   REQUIRED CLEAR FLOOR SPACE FOR THE DRINKING FOUNTAIN.   THE CLEAR FLOOR SPACE SHALL COMPLY WITH 2107 FBC SEC.   602.2 AND BE CENTERED ON THE UNIT.   3) SHT. A600 - DETAIL #2 - SHOW THE CLEAR INSIDE   DIMENSIONS (L X W) OF THE ACCESSIBLE SHOWER. TRANSFER   SHOWERS SHALL BE 36 INCHES BY 36 INCHES AND SHALL   COMPLY WITH 2017 FBC - ACCESSIBILITY SEC.608.2.   4) GRAB BARS IN THE TRANSFER SHOWER SHALL COMPLY WITH   2017 FBC-ACCESSIBILITY SEC. 608.3.1.   5) A SHOWER SPRAY UNIT SHALL BE PROVIDED IN THE SHOWER   AND COMPLY WITH 2017 FBC-ACCESS/ SEC.608.6.   6) THRESHOLD FOR THE SHOWER SHALL COMPLY WITH 2017 FBC   -ACCESS. SEC.608.7.   7) THE SEAT IN THE ACCESSIBLE SHOWER SHALL COMPLY WITH   2017 FBC- ACCESS. SEC. 610.3.2.   8) SHT.A351 - DETAIL #1 - THE OVERFLOW SCUPPER SHALL BE   LOCATED NO MORE THAN 4 INCHES ABOVE THE FINISHED ROOF   COVERING AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO   REQUIRED VERTICAL LEADERS OR DOWNSPOUTS PER 2017 FBC   SEC.1503.4.2.1.   9) SHT. A600 SHOWS A GRAB BAR IN THE VERTICAL POSITION.   GRAB BARS ARE NOT PERMITTED TO BE INSTALLED IN A   VETICAL POSITION PER 2017 FBC-ACCESS. SEC.609.4.   10) SHT. A600 - TOILET ACCESSORY LEGEND - IDENTIFY ON   THE GRAB BAR DETAILS WHICH DETAILS APPLY TO THE SIDE   WALL GRAB BAR AND WHICH ONES APPLY TO THE REAR WALL. IT   IS CONFUSING . 2017 FBC - ACCESS. SEC.604.5.1 &   604.5.2.   11) SHT. A600 - DETAIL # 2 - THE DOOR CANNOT SWING INTO   THE REQUIRED CLEAR FLOOR SPACE FOR THE LAVATORY AND THE   SHOWER. 2017 FBC - ACCESS. SEC.603.2.3. SEE EXCEPTION   #2.   12) SHT. A652 - DETAIL #4 - SHOW THE MOUNTING HEIGHT OF   THE LAVATORY IN THE NURSE'S STATION.   13) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE VACUUM   PUMPS AND AIR COMPRESSORS, THE MUFFLER/INTAKE AND ALSO   FOR THE RECEIVERS, DRYERS, AFTERCOOLERS, ETC.IF THEY   ARE BEING REPLACED WITH NEW. WPB AMEND. TO FBC SEC.   107.2.1.   14) THE VACUUM PUMPS SHALL BE PROVIDED WITH   ANTIVIBRATION MOUNTINGS PERR NFPA 99 SEC.5.1.3.7.2.2.   15) SHOW THE TERMINATION POINT OF THE VACUUM PUMP VENT   LINE. THE DISCHARGE SHALL BE A MINIMUM OF 25 FEET FROM   ANY DOOR, WINDOW, AIR INTAKE, OR OTHER OPENINGS IN   BUILDINGS. NFPA 99 SEC.5.1.3.7.6.2.   16) THE MEDICAL AIR INTAKE SHALL BE LOCATED A MINIMUM   OF 25 FEET FROM VENTILATING SYSTEM EXHAUSTS, PLUMBING   VENTS, VACUUM DISCHARGES, OR OTHER AREAS THAT CAN   COLLECT OTHER NOXIOUS FUMES. NFPA 99 SEC. 5.1.3.6.3.11.   17) MEDICAL AIR DRYERS SHALL BE PROVIDED WITH   ANTIVIBRATION MOUNTINGS PER NFPA 99 SEC. 5.1.3.6.3.7   (4).   18) SHT.P002 - DETAIL # 7 - A PRESSURE INDICATOR(S)   SHALL BE LOCATED DOWNSTREAM OF EACH REGULATOR OR   IMMEDIATELY DOWNSTREAM OF THE ISOLATING VALVES FOR THE   REGULATORS PER NFPA 99 SEC. 5.1.3.5.5.1 (3).   19) SUBMIT RISER DIAGRAMS FOR ALL THE MEDICAL GAS   PIPING TO BE INSTALLED. WPB AMEND. TO FBC SEC. 107.2.1.   20) SHT. P002 - DETAIL #7 - THE PRESSURE RELIEF VALVES   ON THE COMPRESSED AIR SYSTEM SHALL BE VENTED IN   ACCORDANCE WITH NFPA 99 SEC. 5.1.3.5.6.1 (4).   21) IDENTIFY THE CONTINUATION POINTS OF THE MEDICAL GAS   PIPING ON THE REQUESTED MEDICAL GAS RISER DIAGRAMS. WPB   AMEND. TO FBC SEC. 107.2.1.   22) THE AREA(S) HOUSING THE VACUUM PUMP AND AIR   COMPRESSOR SHALL BE VENTILATED PER NFPA 99   SECS.5.1.3.3.3.3, 5.1.3.6.3.1, 5.1.3.7.1.1.   23) THE NEW OUTDOOR ENCLOSURE FOR THE MEDICAL GAS SHALL   BE VENTILATED PER NFPA 99 SEC.5.1.3.3.3.4 (1).   24) CLEANOUTS ARRE REQUIRED IN THE BASE OF THE   STORMWATER RISERS. 2017 FBC-PLUMBING SEC.1101.8.   25) INDICATE ON THE IRRIGATION PLANS IF THERE IS AN   EXISTING BACKFLOW PRVENTION DEVICE, RAIN SENSOR AND   SYSTEM CONTROLLER ON THE SYSTEM.   26) SHT.P400 - THE WATER RISER DIAGRAM SHOWS WATER   PIPING LINES WITH NO CONNECTION POINTS. IDENTIFY ALL   CONNECTION POINTS OF THE WATER PIPING SYSTEM TO THE   EXISTING SYSTEM. WPB AMEND. TO FBC SEC. 107.2.1.   27) SHT. P400 - SHOW THE BACKFLOW PREVENTER ON THE THE   ONE INCH WATER LINE TO THE PENTHOUSE. FBC SEC. 107.2.1.   28) SHT. P401 - THE RISER DIAGRAM INDICATES FIXTURE   #503.THIS FIXTURE IS NOT LISTED IN THE PLUMBING FIXTURE   SCHEDULE. CLARIFY.   29) THE SANITARY RISER SHOWS SANITARY DRAIN LINES AND   VENTS WITH NO CONNECTION POINTS. IDENTIFY ALL   CONNECTION POINTS OF THE SANITARY SSYSTEM TO THE   EXISTING SYSTEM.WPB AMEND. TO FBC SEC. 107.2.1.   30) THERE ARE NUMEROUS AREAS ON THE SANITARY RISER THAT   ARE MISSING PIPE SIZES ON THE VENTS AND HORIZONTAL   DRAINAGE SYSTEM. ENSURE THAT ALL AREAS OF THE SANITARY   RISER ARE SIZED AND IN COMPLIANCE WITH THE PLUMBING   CODE.   31) PLEASE SUBMIT AN EXPANDED SANITARY RISER DIAGRAM   FOR REVIEW. THERE ARE AREAS WHERE IT IS EXTREMELY   DIFFICULT TO DETERMINE IF THE DESIGN IS CODE   COMPLIANT.WPB AMEND. TO FBC SEC. 107.2.1.       TIM LARGE   CHIEF PLUMBING INSPECTOR   PLUMBING PLAN REVIEW   561-805-6692   [email protected]         Review Stop P PLUMBING Rev No 1 Status F Date 2019-02-28 Cont ID   Sent By gjohnson Date 2019-02-28 Time 14:11 Rev Time 0.00 Received By gjohnson Date 2019-02-26 Time 15:05 Sent To   Notes 2019-02-28 14:11:06 1ST REVIEW: 18091284   2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION       PLUMBING COMMENTS:       1. TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES   AND GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET   FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND   VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AN   APPROVED WATER-TEMPERATURE LIMITING DEVICE THAT   CONFORMS TO ASSE 1070 OR CSA B125.3.PER FBC PL 416.5       2. ON THE STORM ISOMETRIC PLEASE SHOW THE SQFT AND THE   SLOPE OF THE PIPING. PER WPB AMEND TO FBC 107.2.1       3. FOR CLARITY PLEASE SEPARATE THE STORM AND THE   SANITARY ISOMETRIC DRAWINGS AND REMOVE FIXTURES PLEASE   USE ABBREVIATIONS FOR IDENTIFICATION. PER WPB AMEND TO   FBC 107.2.1       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop R ROOF PLAN REVIEW Rev No 3 Status P Date 2019-10-23 Cont ID   Sent By dbattles Date 2019-10-23 Time 08:56 Rev Time 0.00 Received By dbattles Date 2019-10-23 Time 08:56 Sent To   Notes 2019-10-23 08:56:17 OK - STANDING SEAM PER NOA 17-0808.06       PROVISO:   MODIFIED BITUMEN 17-1221.10 - FLAT ROOF PENDING   SELECTING SYSTEM   PROVIDE ENGINEERING IF APPLICABLE BASED ON FLAT ROOF   SYSTEM SELECTION.   OK - 17-1227.04 ROOF EDGE         Review Stop R ROOF PLAN REVIEW Rev No 2 Status F Date 2019-09-24 Cont ID   Sent By jwitmer Date 2019-09-24 Time 13:26 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2019-09-24 13:27:49 SEE BUILDING COMMENTS FOR ROOFING COMMENTS.   JAMES A. WITMER BN, PX, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL 33402   TEL: 561-805-6717   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop R ROOF PLAN REVIEW Rev No 1 Status F Date 2019-06-27 Cont ID   Sent By dbattles Date 2019-06-27 Time 16:10 Rev Time 0.00 Received By dbattles Date 2019-06-27 Time 15:52 Sent To   Notes 2019-06-27 16:10:04 OK-STANDING SEAM PER NOA 17-0808.06   FLAT ROOF PENDING SELECTING SYSTEM (SEE 2ND ROUND BLDG   COMMENTS) Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 3 Status P Date 2019-10-23 Cont ID   Sent By dbattles Date 2019-10-23 Time 09:04 Rev Time 0.00 Received By dbattles Date 2019-10-23 Time 09:04 Sent To   Notes 2019-09-13 15:09:48 ELECTRICAL SHEETS OK. Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 2 Status F Date 2019-07-17 Cont ID   Sent By jpearson Date 2019-07-17 Time 12:34 Rev Time 0.00 Received By jpearson Date 2019-07-14 Time 09:48 Sent To   Notes 2019-07-17 12:33:59 ELECTRICAL SHEETS: PER THE WPB AMENDMENTS TO THE FBC,   EACH SHEET OF PLAN IS REQUIRED TO BE SIGNED AND SEALED   BY THE PERSON RESPONSIBLE FOR THE DESIGN. THE DIGITAL   SIGNATURE MUST INCLUDE THE STATEMENT "SIGNED AND   SEALED" AS PER FAC 61G15-23.004. PROVIDE CORRECTION.   WPB FBC 107.1; FS 471/481     2019-07-14 09:49:29 SIGNATURE OK ON PLUMBING AND MEDICAL GAS SHEETS. TKL. 2019-06-27 16:22:25 OK - A SHEETS   OK - S SHEETS   ANY NEW SHEETS WILL NEED TO BE DIGITALLY SIGNED. Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 1 Status F Date 2019-03-18 Cont ID   Sent By shill Date 2019-03-18 Time 16:56 Rev Time 0.00 Received By shill Date 2019-03-18 Time 16:56 Sent To   Notes 2019-03-18 16:56:43 ALL PLAN PAGES OK - NEW SHEETS SUBMITTED 2ND REVIEW   REQUIRE VERIFICATION   [email protected], 561-805-6724     2019-02-22 10:02:53 ELECTRICAL SHEETS - OK Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 3 Status P Date 2019-10-23 Cont ID   Sent By dbattles Date 2019-10-23 Time 10:31 Rev Time 0.00 Received By dbattles Date 2019-10-23 Time 09:04 Sent To   Notes 2019-10-23 10:34:41 PROVISO:   PROVIDE 3 ORIGINAL THRESHOLD AGREEMENTS TO DEVELOPMENT   SERVICES OFFICE.   ALSO, PROVIDE RESUME FOR CHRISTIAN STEPUTAT.       CITY OF WEST PALM BEACH, BUILDING DIVISION, 1ST FLOOR   401 CLEMATIS ST, WEST PALM BEACH, FL 33401   561-822-2222     Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 2 Status F Date 2019-09-24 Cont ID   Sent By jwitmer Date 2019-09-24 Time 13:24 Rev Time 0.00 Received By jwitmer Date 2019-09-23 Time 06:04 Sent To   Notes 2019-09-24 13:26:31 WE ARE STILL WAITING FOR THE INTERESTED PARTIES TO   SUBMIT THE DOCUMENTS FOR A RESIDENT INSPECTOR.   FORMS ARE TO BE E-MAILED TO : [email protected] SENT AT   2:09 PM 02/19/2019.       JAMES A. WITMER BN, PX, CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL 33402   TEL: 561-805-6717   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 1 Status F Date 2019-06-27 Cont ID   Sent By dbattles Date 2019-06-27 Time 16:10 Rev Time 0.00 Received By dbattles Date 2019-06-27 Time 15:52 Sent To   Notes 2019-06-27 16:11:00 IN PROGRESS   PLEASE SEND RESIDENT INSPECTOR AGREEMENT (STARTS ON   PAGE 9) VIA E-MAIL TO [email protected]. ALSO, INCLUDE   RESUMES FOR ALL INSPECTORS THAT MAY BE ON-SITE.   UPON APPROVAL BY CHIEF BUILDING INSPECTOR, THREE   ORIGINAL COPIES WILL BE REQUESTED.     Review Stop Z ZONING Rev No 5 Status P Date 2019-10-31 Cont ID   Sent By ajones Date 2019-10-31 Time 15:11 Rev Time 0.00 Received By ajones Date 2019-10-31 Time 15:11 Sent To   Notes 2019-10-31 15:14:23 10/31/19- PASSED BASED ON THE SUBMITTIAL OF A LANDSCAPE   PERMIT (19101646) ON OCTOBER 31, 2019.           ANGELLA VANN, AICP   561-822-1441   [email protected] Review Stop Z ZONING Rev No 4 Status F Date 2019-10-30 Cont ID   Sent By eschneid Date 2019-10-30 Time 16:36 Rev Time 0.50 Received By eschneid Date 2019-10-30 Time 16:00 Sent To PC Notes 2019-10-30 16:37:36 FAILED       PROVIDE WRITTEN RESPONSES.       1) UPDATED COMMENT: THANK YOU FOR SUBMITTING THE TREE   ALTERATION PERMIT APPLICATION. THE CITY?S LANDSCAPE   PLANNER HAS REVIEWED THE APPLICATION AND REQUIRES THE   SUBMITTAL OF A LANDSCAPE PERMIT PRIOR TO THE CITY   ISSUANCE OF THE TREE ALTERATION PERMIT. ONCE THE TREE   ALTERATION PERMIT IS ISSUED, ZONING CAN APPROVE THE   PLANS, WHICH INCLUDE THE LANDSCAPE REMOVAL SHOWN ON THE   DEMOLITION PLANS.       2) THE FOLLOWING SEPARATE PERMITS, WITH PLANS, ARE   REQUIRED:       A. THE JOB SIGN AND ALL EXTERIOR BUILDING SIGNAGE.   B. PARKING LOT AND STRIPING.   C. LANDSCAPE.   D. IRRIGATION.   E. BICYCLE RACKS AND PADS.   F. ANY WORK AT THE OXYGEN PARK, TO INCLUDE SCREEN WALL   AND RELOCATED TANKS.       3) PLEASE NOTE THAT PRIOR TO THE FINAL INSPECTION TO   ALLOW OCCUPANCY OF THE EXPANDED EMERGENCY ROOM   FACILITIES, DIRECTIONAL (WAYFINDING) SIGNS, TO DIRECT   VEHICLES TO GET FROM THE SOUTH SIDE OF THE CAMPUS TO   THE NORTH SIDE VIA THE INTERNAL RING ROAD, MUST BE   INSTALLED SUBJECT TO PLANS APPROVED AS PART OF A MINOR   PLANNED DEVELOPMENT AMENDMENT SUBMITTED TO THE PLANNING   DIVISION.       CONTACT ERIC SCHNEIDER @ (561) 822-1446   [email protected]     Review Stop Z ZONING Rev No 3 Status F Date 2019-09-25 Cont ID   Sent By eschneid Date 2019-09-25 Time 10:42 Rev Time 0.75 Received By eschneid Date 2019-09-25 Time 09:34 Sent To   Notes 2019-09-25 10:42:38 FAILED       PROVIDE WRITTEN RESPONSES.       1) REPEAT COMMENT: THE DEMOLITION PERMIT SHOWS THE   REMOVAL OF TREES AND LANDSCAPE. PRIOR TO ZONING   APPROVAL OF THIS PERMIT, A TREE ALTERATION PERMIT MUST   BE SUBMITTED TO AND APPROVED BY THE PLANNING DIVISION.       2) THE FOLLOWING SEPARATE PERMITS, WITH PLANS, ARE   REQUIRED:       A. THE JOB SIGN AND ALL EXTERIOR BUILDING SIGNAGE.   B. PARKING LOT AND STRIPING.   C. LANDSCAPE.   D. IRRIGATION.   E. BICYCLE RACKS AND PADS.   F. ANY WORK AT THE OXYGEN PARK, TO INCLUDE SCREEN WALL   AND RELOCATED TANKS.       3) PLEASE NOTE THAT PRIOR TO THE FINAL INSPECTION TO   ALLOW OCCUPANCY OF THE EXPANDED EMERGENCY ROOM   FACILITIES, DIRECTIONAL (WAYFINDING) SIGNS, TO DIRECT   VEHICLES TO GET FROM THE SOUTH SIDE OF THE CAMPUS TO   THE NORTH SIDE VIA THE INTERNAL RING ROAD, MUST BE   INSTALLED SUBJECT TO PLANS APPROVED AS PART OF A MINOR   PLANNED DEVELOPMENT AMENDMENT SUBMITTED TO THE PLANNING   DIVISION.       CONTACT ERIC SCHNEIDER @ (561) 822-1446   [email protected]     Review Stop Z ZONING Rev No 2 Status F Date 2019-07-24 Cont ID   Sent By eschneid Date 2019-07-24 Time 14:44 Rev Time 4.00 Received By eschneid Date 2019-07-24 Time 08:40 Sent To   Notes 2019-07-24 14:45:18 FAILED       PROVIDE WRITTEN RESPONSES.       1) REPEAT COMMENT: THE SCOPE OF WORK INCLUDES WORK ON   THE ADJACENT OFFICE BUILDING FROM WHEN THE COVER   BETWEEN THE BUILDINGS IS REMOVED. THE OFFICE BUILDING   IS ON A SEPARATE PARCEL, WITH DIFFERENT OWNER, SO   SEPARATE PERMIT(S) FOR THAT WORK IS REQUIRED. --- NO   PERMIT FOR THE DEMOLITION OF THE COVER AND RESTORATION   OF THE BUILDING ON THE PARCEL WITH THE ADDRESS OF 2151   45TH STREET HAS BEEN SUBMITTED. ZONING WILL NOT APPROVE   THIS PERMIT UNTIL THE DEMOLITION PERMIT(S) FOR 2151   45TH STREET HAVE BEEN SUBMITTED AND APPROVED.       2) REPEAT COMMENT: PROVIDE THE SETBACK DIMENSION FROM   THE EASTERN PROPERTY LINE TO THE BUILDING EXPANSION ON   THE DRAWINGS. --- THE RESPONSE COMMENT SAYS THIS WAS   DONE, BUT THE SETBACK DIMENSIONS DO NOT APPEAR ON   SHEETS C301 OR C302. THERE IS A BUBBLED AREA ON EACH   SHEET THAT LOOKS LIKE IT ATTEMPTS TO ADDRESS THE   COMMENT, BUT IS MISSING THE DIMENSION LINES.       3) REPEAT COMMENT: THE EXTERIOR BUILDING WALLS SHOW THE   INSTALLATION OF WALL MOUNTED LIGHT FIXTURES. PLEASE   PROVIDE THE PHOTOMETRIC DETAILS TO VERIFY THAT THEY DO   NOT EXCEED 1 FOOT CANDLE AT THE EAST PROPERTY LINE. ---   THE RESPONSE STATES THAT SHEET E111 WAS ADDED TO THE   PLAN SET, BUT ZONING STAFF IS UNABLE TO LOCATE THE   SHEET.       4) THE FOLLOWING SHEETS HAVE BEEN REMOVED AND NEED TO   BE SUBMITTED AS PART OF SEPARATE PERMIT APPLICATIONS AS   THEY ARE NOT PART OF THE BUILDING EXPANSION. DO NOT   RESUBMIT THESE PLANS WITH THIS PERMIT!       A. LANDSCAPE       ALL THE CAMPUS TREE PLAN AND LANDSCAPE PLAN SHEETS,   INCLUDING THE IRRIGATION SHEETS       B. STRIPING       024 C002 - ENABLING PLAN.PDF       C. FENCE PERMIT - OXYGEN PARK SCREEN WALL --- PLEASE   NOTE THAT THE RECENT REVIEW OF THE BEHAVIORAL HEALTH   EXPANSION REQUEST VERIFIED THAT THE REVISED OXYGEN   PARK, AS SHOWN, ENCROACHES INTO THE DRIVE AISLE AND   REDUCES THE WIDTH SO THAT TWO-WAY TRAFFIC NO LONGER   FUNCTIONS. THIS AREA IS BEING REDONE AS PART OF THE   BEHAVIORAL HEATH EXPANSION. ALL WORK, TO INCLUDE THE   DEMOLITION REQUIRES A SEPARATE PERMIT.       061 A477 - OXYGEN PARK SCREEN WALL.PDF       5) REPEAT COMMENT: THE DEMOLITION PERMIT SHOWS THE   REMOVAL OF TREES AND LANDSCAPE. PRIOR TO ZONING   APPROVAL OF THIS PERMIT, A TREE ALTERATION PERMIT MUST   BE SUBMITTED TO AND APPROVED BY THE PLANNING DIVISION.       6) THE FOLLOWING SEPARATE PERMITS, WITH PLANS, ARE   REQUIRED:       A. THE JOB SIGN AND ALL EXTERIOR BUILDING SIGNAGE.   B. PARKING LOT AND STRIPING.   C. LANDSCAPE.   D. IRRIGATION.   E. BICYCLE RACKS AND PADS.   F. ANY WORK AT THE OXYGEN PARK, TO INCLUDE SCREEN WALL   AND RELOCATED TANKS.       7) PLEASE NOTE THAT PRIOR TO THE FINAL INSPECTION TO   ALLOW OCCUPANCY OF THE EXPANDED EMERGENCY ROOM   FACILITIES, DIRECTIONAL (WAYFINDING) SIGNS, TO DIRECT   VEHICLES TO GET FROM THE SOUTH SIDE OF THE CAMPUS TO   THE NORTH SIDE VIA THE INTERNAL RING ROAD, MUST BE   INSTALLED SUBJECT TO PLANS APPROVED AS PART OF A MINOR   PLANNED DEVELOPMENT AMENDMENT SUBMITTED TO THE PLANNING   DIVISION.       CONTACT ERIC SCHNEIDER @ (561) 822-1446   [email protected]     Review Stop Z ZONING Rev No 1 Status F Date 2019-03-15 Cont ID   Sent By eschneid Date 2019-03-15 Time 14:01 Rev Time 6.00 Received By eschneid Date 2019-03-14 Time 09:55 Sent To   Notes 2019-03-15 14:22:53 FAILED       PROVIDE WRITTEN RESPONSES.       1) THE SCOPE OF WORK INCLUDES WORK ON THE ADJACENT   OFFICE BUILDING FROM WHEN THE COVER BETWEEN THE   BUILDINGS IS REMOVED. THE OFFICE BUILDING IS ON A   SEPARATE PARCEL, WITH DIFFERENT OWNER, SO SEPARATE   PERMIT(S) FOR THAT WORK IS REQUIRED.       2) THE PERMIT PLANS STATE THAT THERE IS 11,856 SQUARE   FEET OF NEW CONSTUCTION. THE CITY COMMISSION AND PBC   TRAFFIC APPROVED A 7,300 SQUARE FOOT EXPANSION. PLEASE   EXPLAIN WHY THERE IS MORE NEW CONSTRUCTION LISTED.   NOTE: THE EXTRA SQUARE FOOTAGE MAY REQUIRE CITY   COMMISSION APPROVAL.       3) PROVIDE THE SETBACK DIMENSION FROM THE EASTERN   PROPERTY LINE TO THE BUILDING EXPANSION ON THE   DRAWINGS.       4) PROVIDE A COPY OF THE SURVEY.       5) THE JOB SIGN AND ALL EXTERIOR BUILDING SIGNAGE   REQUIRES SEPARATE PERMITS WITH PLANS.       6) THE ARCHITECTURAL PLANS DO NOT MATCH THE LAYOUT OF   THE CIVIL BASE PLANS APPROVED BY THE CITY COMMISSION.   (EX - THE PROPOSED AMBULANCE CANOPY DOES NOT MATCH THE   CITY COMMISSION APPROVED PLAN SET). PLEASE CORRECT.   NOTE: THE AMBULANCE CANOPY DISCREPANCY IS ON THE   ELEVATIONS, STRUCTURAL PLANS, ROOF PLANS, ETC.       7) THE CIVIL PLANS SUBMITTED WITH THIS APPLICATION ARE   NOT THE PLANS APPROVED BY THE CITY COMMISSION. PLEASE   NOTE THAT MANY OF THE CIVIL SHEETS SHOW ITEMS THAT   REQUIRE SEPARATE PERMITS (EX. THE RECONFIGURATION AND   STRIPING OF THE PARKING AREA). SEPARATE PERMITS, WITH   PLANS, WILL NEED TO BE SUBMITTED. MOST, IF NOT ALL, THE   CIVIL SHEETS ARE NOT NEEDED FOR THE CONSTRUCTION OF THE   BUILDING EXPANSION COVERED BY THIS PERMIT AND SHOULD BE   REMOVED.       8) THE EXTERIOR BUILDING WALLS SHOW THE INSTALLATION OF   WALL MOUNTED LIGHT FIXTURES. PLEASE PROVIDE THE   PHOTOMETRIC DETAILS TO VERIFY THAT THEY DO NOT EXCEED 1   FOOT CANDLE AT THE EAST PROPERTY LINE.       9) THE FOLLOWING SHEETS HAVE BEEN REMOVED AND NEED TO   BE SUBMITTED AS PART OF SEPARATE PERMIT APPLICATIONS:       A. LANDSCAPE       ALL THE CAMPUS TREE PLAN AND LANDSCAPE PLAN SHEETS       B. STRIPING       024 C002 - ENABLING PLAN.PDF       C. FENCE PERMIT - OXYGEN PARK SCREEN WALL       061 A477 - OXYGEN PARK SCREEN WALL.PDF       D. SIGNAGE       200 SC106 - SITE PLAN.PDF   201 SC107 - SITE PLAN.PDF       10) THE DEMOLITION PERMIT SHOWS THE REMOVAL OF TREES   AND LANDSCAPE. PRIOR TO ZONING APPROVAL OF THIS PERMIT,   A TREE ALETERATION PERMIT MUST BE SUBMITTED TO AND   APPROVED BY THE PLANNING DIVISION.       11) PLEASE NOTE THAT PRIOR TO THE FINAL INSPECTION TO   ALLOW OCCUPANCY OF THE EXPANDED EMERGENCY ROOM   FACILITIES, DIRECTIONAL (WAYFINDING) SIGNS, TO DIRECT   VEHICLES TO GET FROM THE SOUTH SIDE OF THE CAMPUS TO   THE NORTH SIDE VIA THE INTERNAL RING ROAD, MUST BE   INSTALLED SUBJECT TO PLANS APPROVED AS PART OF A MINOR   PLANNED DEVELOPMENT AMENDMENT SUBMITTED TO THE PLANNING   DIVISION.       CONTACT ERIC SCHNEIDER @ (561) 822-1446   [email protected] Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved