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 18090469 Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status P Date 2019-03-23 Cont ID   Sent By dbattles Date 2019-03-23 Time 10:29 Rev Time 0.00 Received By dbattles Date 2019-03-23 Time 10:02 Sent To   Notes 2019-03-23 10:30:05 PROVISOS:       A. SEPARATE ROOF PERMIT IS REQUIRED. PRIOR TO   INSTALLATION, SUBMIT ROOF PERMIT APPLICATION WITH   PRODUCT APPROVALS REVIEWED BY DESIGNER OF RECORD AND   ENGINEERING (IF APPLICABLE).       B. COMPONENT & CLADDING PRODUCT APPROVALS REVIEWED BY   DESIGNER OF RECORD ARE TO BE SUBMITTED TO THE BUILDING   DIVISION, REVIEWED AND ISSUED PRIOR TO INSTALLATION.       C. DEFERRED SUBMITTALS REQUESTED BY ARCHITECT, SEE LIST   SHEET G10.04 ; DOCUMENTS SHOWING COMPLIANCE ARE TO BE   REVIEWED BY DESIGNER OF RECORD PRIOR TO SUBMITTAL   (ARCHITECT OR ENGINEER FOR PRODUCT APPROVALS AND OTHER   SPECIFICATION DOCUMENTS, STRUCTURAL ENGINEER OF RECORD   APPROVAL AND REVIEW IS REQUIRED FOR DELEGATED   ENGINEERING). SUBMITTAL, REVIEW AND APPROVAL ARE   REQUIRED PRIOR TO INSTALLATION.       D. COMPONENT & CLADDING PRODUCT APPROVALS (COMPLY WITH   PRESSURES SHOWN ON SHEET S0.05 AND S0.05A)       E. SEPARATE PERMITS (APPLICATIONS, PLANS, AND FEES) ARE   REQUIRED FOR:   LIGHT POLES/SITE LIGHTING   FIRE ALARM   FIRE SPRINKLER   LOW VOLTAGE   ACCESS   LANDSCAPING   IRRIGATION   PARKING LOT   ALL OTHER ITEMS OTHER THAN BMEP       F. PROVIDE THE RECORDED PLAT WHEN FINALIZED; EITHER A   PDF VIA EMAIL OR ADVISE BOOK AND PAGE NUMBER VIA EMAIL.       G. AIPP COMPLIANCE REQUIRED (VERIFY WITHIN 90 DAYS OF   PERMIT ISSUANCE); VERIFICATION REQUIRED PRIOR TO C.O.       F. SHORING/RESHORE ENGINEERING IS REQUIRED TO BE   SUBMITTED TO THE BUILDING DIVISION FOR REVIEW. THE   ENGINEERING IS TO BE SUBMITTED, REVIEWED AND ISSUED   PRIOR TO CONCRETE POUR.       H. A CONSTRUCTION GUARD RAIL ENGINEERED DETAIL IS   REQUIRED TO BE PROVIDED PRIOR TO INSTALLATION.       I. CONSTRUCTION HOURS - 7AM TO 7PM MON-FRI, 8AM TO 8PM   SAT-SUN     Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2019-02-27 Cont ID   Sent By dbattles Date 2019-02-27 Time 13:55 Rev Time 0.00 Received By dbattles Date 2019-02-20 Time 14:07 Sent To   Notes 2019-02-27 13:56:13 ****CORRECTIONS****   W.P.B. PERMIT: 18090469   2 ND REVIEW: FEBRUARY 21, 2019       DYLAN BATTLES   BUILDING PLANS EXAMINER PX4191   [email protected]   561-805-6718       FBC[AMENDED] = FLORIDA BUILDING CODE,6TH EDITION (2017)   FBC[B] = FBC BUILDING   FBC[A] = FBC ACCESSIBILITY   FBC[E] = FBC ENERGY CONSERVATION       2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 18090469   ADD: 360 ROSEMARY AVE. / PCN: 74-43-43-21-01-022-0040   CONT: MOSS & ASSOCIATES LLC   TEL: 954-524-5678   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION.       1ST REVIEW   DATE: MONDAY DEC.10TH/ 2018. COMPLETED REVIEW.   ACTION: DENIED       1) OK.   2A-B) OK.   3A-B) OK.   3C-D) OK.   4) OK.   5) OK.   6) OK.   7) OK.       8) IN-PROGRESS   8A-F) IN-PROGRESS       8G) SHORING AND RESHORING WILL NEED TO BE SUPPLIED AS   SUBMITTAL.       8H-I) OK.   9) OK.   10) OK.   10A-N) OK.       10O) 008-LS1.01. OK.   NEW COMMENT 2 ND REVIEW:   10O) 1006.2.1 FBC[B] EGRESS BASED ON OCCUPANT LOAD AND   COMMON PATH OF EGRESS TRAVEL DISTANCE. TWO EXITS OR   EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED   WHERE THE DESIGN OCCUPANT LOAD OR THE COMMON PATH OF   EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN   TABLE 1006.2.1.   LOADING DOCK SUPPLIES 1 MARKED EXIT, BUT EXCEEDS TABLE   1006.2.1 FOR REQUIREMENTS OF SPACE WITH ONE EXIT.   PLEASE REVIEW LOADING DOCK EGRESS REQUIREMENTS.       NO EXIT SIGNS ARE PROVIDED ON LIFE SAFETY, SO COMMENTS   ARE USING E SHEETS FOR CROSS REFERENCE. CAN EXIT SIGNS   BE ADDED TO LIFE SAFETY FOR CLARITY?       10O) 1013.2 FBC[B] EXIT SIGN PLACEMENT SHALL BE SUCH   THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT   PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED VIEWING   DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE   NEAREST VISIBLE EXIT SIGN.   VERIFY EXIT SIGN PLACEMENT WITH LS SHEETS.       10P) OK.   10Q) OK.       10Q)(2) SUBMITTAL NEEDED FOR 6" CMU       10R) OK.   10R)(1) OK.   10R)(2) OK.       10S) NEITHER THE LIFE SAFETY FOR LEVEL 1, NOR THE   ENLARGED LEVEL 1 AREA A NOR SHEET AE4.20 ENLARGED CORE   PLAN LEVEL 1 SHOW COMPLIANCE FOR:       10S)(1) 2017 FBC-B 403.6.1 FIRE SERVICE ACCESS   ELEVATOR. NO FEWER THAN TWO FIRE SERVICE ACCESS   ELEVATORS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION   3007 IN BUILDINGS WITH AN OCCUPIED FLOOR MORE THAN 120   FEET MEASURED FROM THE ELEVATION OF THE STREET LEVEL   ACCESS.   COMMENT NOT ADDRESSED. SHEET LS1.01 IS SHOWING ONE   SERVICE ELEVATOR PLEASE SHOW HOW TWO FIRE SERVICE   ELEVATORS ARE PROVIDED.       10S)(2) 2017 FBC-B 2017 FBC-B 403.6.1 FIRE SERVICE   ACCESS ELEVATOR. PLEASE SHOW COMPLIANCE WITH EACH FIRE   SERVICE ACCESS ELEVATOR SHALL HAVE A CAPACITY OF NOT   LESS THAN 3,500 POUNDS.       10S-T) OK.       THE COMMENT RESONSE SHEETS SKIPS COMMENTS 10T(8)   THROUGH 11H   PLEASE PROVIDE MISSING COMMENT RESPONSE SHEETS.       10T)(8) PLEASE NOTE THE STAIRWAY #2 AN INTERIOR EXIT   STAIRWAY THAT IS CONTINUOUS TO THE EXTERIOR DOES NOT   SHOW STAIRWELL PRESSURIZATION, SMOKEPROOF ENCLOSURES,   IN ANY OF THE MECHANICAL PLANS, SEE 2017 FBC-B 1023.11   SMOKEPROOF ENCLOSURES. WHERE REQUIRED BY SECTION   403.5.4 OR 405.7.2, INTERIOR EXIT STAIRWAYS AND RAMPS   SHALL BE SMOKEPROOF ENCLOSURES IN ACCORDANCE WITH   SECTION 909.20.   11) LEVEL 2: 09LS1.02, 135-AE1.02, & 190/191 AE4.02 A &   B:       11A)(1) THE LIFE SAFETY SHEET ANALYSIS, NOR LS1, NOR   LS2 SHOW AN ANALYSIS OF THE PARKING STRUCTURE, HOW MANY   TOTAL PARKING SPACES THERE IS OR HOW MANY ACCESSIBLE   PARKING SPACES THERE IS OR COMPLIANCE WITH THE 2017   FBC-ACCESSIBLE PARKING SPACES. SHOW ACCESSIBLE MATRIX.       11A)(2) SHEET 135-AE1.02 THE OVERALL FLOOR PLAN FOR   LEVEL 2 SHOWS 4 ACCESSIBLE PARKING SPACES, 3 ACCESSIBLE   SPACES. SHOW THE ACCESSIBLE ROUTE FOR A WHEEL CHAIR TO   BE ABLE TO GET TO AN ELEVATOR WITHOUT HAVING TO GO OUT   INTO THE VEHICULAR TRAVEL LANE. ACCESSIBILITY CODE   SECTION 206.2. WHERE REQUIRED. AN   ACCESSIBLE ROUTE SHALL BE PROVIDED WHERE REQUIRED BY   206.2.   206.2.2 WITHIN A SITE. AT LEAST ONE ACCESSIBLE ROUTE   SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE   FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES   THAT ARE ON THE SAME SITE.       11B) COMMENT FOR ALL PARKING FLOORS. PLEASE ALSO SHOW   COMPLIANCE WITH SECTION 208.2.4. VAN PARKING SPACES.   WHERE VAN PARKING IS PROVIDED PURSUANT TO SECTION   502.2, FOR EVERY SIX OR FRACTION OF SIX PARKING SPACES   REQUIRED BY 208.2 TO COMPLY WITH 502, AT LEAST ONE   SHALL BE A VAN PARKING SPACE COMPLYING WITH 502.       11C) COMMENT FOR ALL PARKING FLOORS. SHEET 182-AE3.18   BUILDING SECTION. THE PLAN SHOWS ELEVATIONS OF THE   VARIOUS FLOOR LEVELS AND BY MEASURING BETWEEN FLOOR   SLABS IT WOULD APPEAR THERE MAYBE ONLY 7 FEET 8 INCHES   FROM THE BOTTOM OF THE FLOOR PRECAST AND FINISH FLOOR   BELOW. PLEASE PROVIDE THE CLEAR HEIGHT BETWEEN FLOOR   SLABS AND THE PRECAST FLOOR JOIST ABOVE, AND ALSO   PROVIDE FOR THE FIRE SPRINKLERS TO HAVE A TRUE HEIGHT   FOR THE RAMPS AND FOR THE PARKING AREAS. PLEASE SHOW   HOW COMPLIANCE WITH 2017 FBC-ACCESSIBILITY CODE SECTION   502.5 VERTICAL CLEARANCE. PARKING SPACES FOR VANS AND   ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL   PROVIDE A VERTICAL CLEARANCE OF 98 INCHES MINIMUM.       11D) PLEASE REVIEW SHEET 270-AE5.39 PARKING DETAILS.   PLEASE REFER TO THE 2017 FBC-ACCESSIBILITY CODE SEE THE   ADVISORY 502.3.3 MARKING.   2017 ACCESSIBILITY CODE. ADVISORY 502.3.3 MARKING. THE   METHOD AND COLOR OF MARKING ARE NOT SPECIFIED BY THESE   REQUIREMENTS BUT MAY BE ADDRESSED BY STATE OR LOCAL   LAWS OR REGULATIONS. BECAUSE THESE REQUIREMENTS PERMIT   THE VAN ACCESS AISLE TO BE AS WIDE AS A PARKING SPACE,   IT IS IMPORTANT THAT THE AISLE BE CLEARLY MARKED.   FLORIDA LAW, S.553.5041(5)(C)1., REQUIRES DIAGONAL   STRIPING OF ACCESS AISLES.   PLEASE REFER TO THE WEST PALM BEACH MUNI CODE 94-485   FOR STALL PAINTING DETAILS AND REQUIRED DOUBLE LINE   DIMENSIONS.       11E) THE 2ND LEVEL FLOOR PLAN, : 09LS1.02, 135-AE1.02,   & 190/191 AE4.02 A & B: WILL NEED TO PROVIDE WHAT THE   DESIGN FOR THE PARKING FLOORS, IF THESE FLOOR LEVELS   ARE TO BE CONSIDERED AN OPEN OR ENCLOSED PARKING   GARAGE? SHOW COMPLIANCE WITH FBC-B 406.5 OPEN PARKING   GARAGES OR 406.6ENCLOSED PARKING GARAGES.   IF CONSIDERED OPEN SHOW COMPLIANCE ON THE ELEVATION   SHEETS AE2.10 THROUGH AE2.22. PLEASE SHOW THE WALL AREA   IN SQ. FEET. THE OPENING IN SQUARE FEET, PERCENTAGE OF   OPENING, DEDUCT FOR THE ALUMINUM ARCHITECTURAL SCREEN   AND TAKE A SECOND DEDUCTION FOR THE BIRD SCREEN AS   WELL. SHOW COMPLIANCE WITH 406.5.2 OPENINGS OF THE 2017   FBC-B AND 406.5.6 FIRE SEPARATION DISTANCE CONCERNS   WITH SOUTH WALL ON GRID LINES F-H SHEET 182AE3.18 SHOWS   THIS AREA OF THE PARKING GARAGE EXTENDED OVER THE 1ST   FLOOR LEVEL.       11F) BOTH SHEETS 135-AE1.02 LEVEL 2 AND 190AE4.02 BOTH   SHOW ATTENDANT BOOTHS AND A GATED ENTRANCE TO THE   PARKING LEVELS.       11F)(1) PLEASE SHOW CUT SECTIONS FOR THE ATTENDANT   BOOTHS OF HOW THEY ARE GOING TO BE ANCHORED FOR THE   WIND, DOES THE WIND TUNNEL TEST HAVE A PRESSURE POINT   FOR THE BOOTHS, IF NOT HOW ARE PRESSURES TO BE DERIVED?   107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. FBC-B   1609.1.1 DETERMINATION OF WIND LOADS.       11F)(2) ADDITIONAL INFORMATION IS REQUIRED FOR THE   ATTENDANT BOOTHS, ARE THESE BOOTHS PRE-MANUFACTURERED   (MODULAR) BUILDINGS UNDER FLORIDA S. 553 PART I   MANUFACTURED BUILDINGS?       11G) THE PLANS ALSO SHOW USE OF VEHICULAR GATES. IF   THEY USE KEY CARDS THE THEY WOULD ALSO BE CONSIDERED   AUTOMATIC VEHICULAR GATES HAVING TO COMPLY WITH: FBC-B   3110.1 AUTOMATIC VEHICULAR GATES SHALL COMPLY WITH THE   REQUIREMENTS OF SECTIONS 3110.2 THROUGH 3110.4 AND   OTHER APPLICABLE SECTIONS OF THIS CODE.       11H) OFFICE 202, AREA OF 5,812 SQ. FT. AND FUTURE   RESTROOMS MAY BE AT THE OWNERS OWN RISK!!!! DEPENDING   ON IF THE OFFICE AREA IS SUB-DIVIDED IN TO 2 TENANTS   AND THE LARGER OF THE 2 TENANTS HAS OVER 49 OCCUPANTS   THEN 2 EXITS WOULD BE REQUIRED. 2017 FBC-B TABLE   1006.2.1 .SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY.       THE COMMENT RESONSE SHEETS SKIPS COMMENTS 10T(8)   THROUGH 11H   PLEASE PROVIDE MISSING COMMENT RESPONSE SHEETS.       11I) OK.   11J) OK.   12) OK.   12A) OK.       12B) OK. SUBMITTAL FOR SIGNAGE TO BE DEFERRED.       12C) OK.       12D) CONCRETE PEDESTAL PAVER SYSTEMS SPECIALTY   ENGINEERED SUBMITTAL TO BE DEFERRED.       13) OK.       13A) WASHING EQUIPMENT TIE DOWNS TO BE DEFERRED   SUBMITTAL.       13B) METAL STAIRS, METAL   PLATFORM AND GUARDRAIL SYSTEM AT ROOF TO BE A DEFERRED   SUBMITTAL.       14) OK.   PLEASE PROVIDE FULL LIST OF DEFERRED SUBMITTALS ON   CONSTRUCTION DOCUMENTS, OR INDICATE WHICH PAGE THE LIST   IS CURRENTLY ON.       15A-B) OK.   15B) OK       16) OK.       17) OK.   18) OK   19) OK       20) OK.   21) OK.   22) OK.       23) FOR ELECTRONIC REVIEWS. 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.   THE COMMENT RESONSE SHEETS SKIPS COMMENTS 10T(8)   THROUGH 11H   PLEASE PROVIDE MISSING COMMENT RESPONSE SHEETS       PLEASE FEEL FREE TO CONTACT ME AT 561-805-6718 (M-F   8-5) TO DISCUSS COMMENTS, OR E-MAIL ANYTIME   [email protected]             Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2018-12-10 Cont ID   Sent By jwitmer Date 2018-12-10 Time 13:37 Rev Time 0.00 Received By jwitmer Date 2018-11-26 Time 10:54 Sent To   Notes 2018-12-05 11:51:51 2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 18090469   ADD: 360 ROSEMARY AVE. / PCN: 74-43-43-21-01-022-0040   CONT: MOSS & ASSOCIATES LLC   TEL: 954-524-5678   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION.       1ST REVIEW   DATE: MONDAY DEC.10TH/ 2018. COMPLETED REVIEW.   ACTION: DENIED       1) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH   ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES   TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH   THE PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/14, AND   THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR   GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS   ORDINANCE.   PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND   CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,   ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION   78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL   PROJECT CONSTRUCTION COST.   PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE   V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND   NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO   THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE   PROJECTS.   SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE   DEVELOPMENT.   (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND   THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL   PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW   CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN   EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE   EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS   WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED   CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES   REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED   SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF   THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW   CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.   FOR CONTACT INFORMATION PLEASE CONTACT:   MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR   822-1515 E-MAIL: [email protected].       2A) PLEASE NOTE SHEET 002-G10.02 SHEET INDEX-VOLUME 1   IS MISSING THE STRUCTURAL SHEETS S0.01 THROUGH S4.05,   THERE ARE 57 STRUCTURAL SHEETS MISSING FROM THE INDEX   OF DRAWINGS. 107.2.1.2. ADDITIONAL INFORMATION IS   REQUIRED.       2B) PLEASE NOTE SHEET 002-G10.02 SHEET INDEX-VOLUME 1   IS MISSING THE SHEET 274-AE6.00. 107.2.1.2. ADDITIONAL   INFORMATION IS REQUIRED.       3A) SHEET 007-LS0.01 THE LIFE SAFETY ANALYSIS SHEET NOR   ANY OF THE LIFE SAFETY SHEETS FOR EACH FLOOR SHOW A   CHART PER FLOOR FOR THE SQUARE FOOTAGE PER FLOOR PER   OCCUPANCY, NOR THE OCCUPANCY LOADS PER FLOOR, NOR THE A   MENTIONED ABOVE FOR THE WHOLE BUILDING. THE CLOSEST IS   A PLUMBING FIXTURE CALCULATION THAT SHOW A ZERO   OCCUPANT LOAD FOR LEVELS 2 THROUGH 8? PLEASE REVIEW THE   2017 FBC-B TABLE 1004.1.2 PARKING GARAGES 200 GROSS   OCCUPANT LOAD FACTOR. 107.2.1.2 ADDITIONAL INFORMATION   IS REQUIRED.       3B) PLEASE NOTE THE DOLLAR AMOUNT STATED IN THE PERMIT   APPLICATION CANNOT BE CALCULATED AS TO THE VALUE OF THE   BUILDING SINCE AS STATED ABOVE THERE IS NO CHART PER   FLOOR FOR THE SQUARE FOOTAGE PER FLOOR PER OCCUPANCY,   NOR THE OCCUPANCY LOADS PER FLOOR, NOR THE A MENTIONED   ABOVE FOR THE WHOLE BUILDING.       3C) SHEET 007-LS0.01 THE LIFE SAFETY PLAN ANALYSIS.   THIS SHEET LIST CODE REFERENCES TO CHAPTER 4,9, 10 WITH   VARIOUS CODE SECTIONS. EXAMPLES:   403.4.7 SMOKE REMOVAL 909.16 FIRE FIGHTERS SMOKE   CONTROL PANEL, 909.16.1 SMOKE CONTROL SYSTEMS, 909.16.2   SMOKE CONTROL PANEL AND 909.16.3 CONTROL PANEL AND   PROPERTIES. PLEASE NOTE LISTING THESE CODE SECTIONS   DOES NOT MEAN CODE COMPLIANCE.       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? PLEASE PROVIDE THE SMOKE CONTROL RATIONAL   ANALYSIS.       3D) SHEET 007-LS0.01 THE LIFE SAFETY PLAN ANALYSIS.   THIS SHEET LIST CODE REFERENCES TO CHAPTER 9 OF THE   FBC-B THE SECTION DEALING WITH THE FIRE COMMAND CENTER   911.1 THROUGH 911.1.5.       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? PLEASE SHOW HOW COMPLIANCE WILL BE ACHIEVED.           4) 2017 W. P. B. AMENDMENTS TO CHAPTER 1   ADMINISTRATION. 109.3* BUILDING PERMIT VALUATION. IF,   IN THE OPINION OF THE BUILDING OFFICIAL, THE CLAIMED   VALUATION OF BUILDING, ALTERATION, STRUCTURE,   ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS   APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE   PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,   VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL   REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND   SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE   STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR   FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR   BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING   COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.   VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED   DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES   (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS   FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE   CONGRESS. 2017 WEST PALM BEACH AMENDMENTS TO THE   FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION   107.2.1.   THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE   MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.   WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING   PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE   QUALIFIER AND OWNER AND BRINGS IN THE LISTED   SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE   QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND   LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE   FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN   LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR   EACH PERMIT.   ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK   STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE   AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &   FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL   TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED   SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,   LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR   FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE   REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.   PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE   ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE   STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE   REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE   BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE   BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR   THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE   PRIME OR MASTER PERMIT.   5) SUPPORTING DOCUMENT FOLDER. WITHIN THE SUPPORTING   DOCUMENT FOLDER THERE IS LISTED SPECIFICATION MANUAL.   PLEASE NOTE THIS DOCUMENT IS NOT TO BE REVIEWED AND NOT   PART OF THE PLAN REVIEW DOCUMENTS, IT SHOULD BE REMOVED   OR MARKED VOID/ NOT REVIEWED. THIS DOCUMENT IS FROM THE   DESIGNERS OF RECORD AND DIRECTED TO THE CONTRACTORS OF   RECORD FOR SPECIFICATIONS. 107.2.1.3 QUALITY OF PLANS.   THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE,   SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO   RECORDS MANAGEMENT. ELECTRONIC MEDIA MUST BE COMPATIBLE   WITH THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES.   6) SHEET 059-S0.05 INDICATES WIND TUNNEL AND CLADDING   PRESSURES. THIS REVIEW CYCLE NO WIND TUNNEL TEST REPORT   WAS SUBMITTED. PLEASE SUBMIT THE WIND TUNNEL TEST IN   ELECTRONIC VERSION WITH AN ELECTRONIC SIGNATURE OR   PAPER WITH ORIGINAL SIGNATURE AND SEAL. WIND TUNNEL   TESTING IS TO COMPLY WITH: 2017 FBC-B 1609.1.1   EXCEPTION 6.WIND TUNNEL TESTS IN ACCORDANCE WITH ASCE   49 AND SECTIONS 31.4 AND 31.5 OF ASCE 7.   SHEET 059-S0.05 WIND TUNNEL COMPONENTS AND CLADDING   PRESSURES CANNOT BE VERIFIED, NO PRESSURES ARE GIVEN ON   THE ELEVATIONS. PLEASE ALSO SPECIFY IF THE PRESSURES   WHEN ADDED ARE IN VULT OR VASD. THE PRESSURES FOR   PRODUCT APPROVALS ARE IN VASD.   7) MISSING ENERGY REPORT 2017 FBC-ENERGY C101.5   COMPLIANCE. COMMERCIAL BUILDINGS SHALL MEET THE   PROVISIONS OF FLORIDA BUILDING CODE, ENERGY   CONSERVATION?COMMERCIAL PROVISIONS.   C401.2 APPLICATION. COMMERCIAL BUILDINGS SHALL COMPLY   WITH ONE OF THE FOLLOWING:       7.1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,   EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.       7.2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN   ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH   SECTION C406 AND TENANT SPACES SHALL COMPLY WITH   SECTION C406.1.1.       7.3.THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,   C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING   ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT   OF THE STANDARD REFERENCE DESIGN BUILDING.       8) THIS HIGH-RISE PROJECT QUALIFIES AS A THRESHOLD   BUILDING / FL S. S. 553.71(7) ?THRESHOLD BUILDING"   MEANING ANY BUILDING WHICH IS GREATER THAN (3) STORIES   OR 50 FT. IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY   CLASSIFICATION AS DENIED IN THE FLORIDA BUILDING CODE   WHICH EXCEEDS 5,000 SQ. FT. IN AREA AND AN OCCUPANT   CONTENT OF GREATER THAN 500 PERSONS.       8A) 109.3.6.1 THRESHOLD INSPECTION PLAN. COMPLETED,   SHEET 060-S0.06. THE ENFORCING AGENCY SHALL REQUIRE A   (WRITTEN/ TYPED) SPECIAL INSPECTOR TO PERFORM   STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING PURSUANT   TO A STRUCTURAL INSPECTION PLAN PREPARED BY THE   ENGINEER OF RECORD. THE STRUCTURAL INSPECTION PLAN MUST   BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE   ISSUANCE OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A   THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL   INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION   PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE   ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED   DOCUMENTS.       8B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.   CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD   BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S   553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS   REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS   ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH   INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND   REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE   PLACE.       FORMS SENT TO [email protected] SAT. DEC. 01/2018 12:48   PM/   REPLIED: MON. DEC. 03/2018 8:37 AM       8C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.   AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH   ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT   OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE   BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE   PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE   FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL   AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633   FLORIDA STATUTE.       8D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'   OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE   RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS   SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE   WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,   AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES   WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST   MEETING THE ABOVE CRITERIA.   NOTE: SHEET 060-S0.06 THRESHOLD NOTES. GENERAL NOTE K   INDICATES THE SPECIAL INSPECTOR IS TO HAVE 10 YEARS   EXPERIENCE IN INSPECTION, DESIGN OF SIMILAR STRUCTURES.       8E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR   HISTORY FOR THIS TYPE OF CONSTRUCTION.       8F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE   REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,   PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING   ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE   APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR   PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN   COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR   THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE   IN BLACK & WHITE..   2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD   BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS   CONCERNING SPECIAL INSPECTORS.       8G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,   PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT   AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING   INSTALLATION SHALL BE SUPERVISED, INSPECTED AND   CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING   DOCUMENTS BY THE CONTRACTOR.       8H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED   TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL   BUILDING INSPECTIONS FOR AUDITING OF JOBSITE   INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6   MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.       8I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES   FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER   HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE   MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR   WALLS AND CEILINGS.       9) SHEET 005-AS0.01 SITE PLAN VERSES 006-AS0.02. IT   APPEARS THE SITE PLAN INCLUDES 360 S. ROSEMARY, 370 S.   ROSEMARY AND 352 EVERNIA ST. PLUS CITY OF W. P. B.   ABANDONMENT OF A PORTION OF THE ALLEY. PLEASE NOTE A   NEW PLAT WILL NEED TO BE RECORDED AND DOCUMENTATION OF   THE CITY OF WEST PALM BEACH ABANDONING A PORTION OF THE   ALLEY AND THE RELOCATION OF UTILITIES. PLEASE ALSO NOTE   THE ALLEYWAY BEHIND 352 EVERNIA ST. IT WOULD APPEAR THE   PROPERTY LINE IS DRAWN TO THE CENTERLINE OF THE ALLEY   WHEREAS THE CORNERS OF THE LOT ARE DESIGNATED AS THE   SOUTH SIDE OF THE ALLEY. PLEASE PROVIDE A SURVEY AND   OVERLAY OF THE NEW PROPOSED LOT LINES (SEE 005-AS0.01).   2017 FBC-B SECTION 503 & 602, BUILDINGS CANNOT GO   BEYOND THE LOT LINES, THEY HAVE TO SIT ON ONE LOT.       10) BOTH SHEETS LS1.01 LIFE SAFETY PLAN LEVEL 1 &   134-AE1.01:       10A) BOTH SHOW WHAT APPEARS TO BE A STRUCTURE JUST EAST   OF THE NEWLY CREATED PROPERTY LINE. PLEASE IDENTIFY IF   THIS LINE REPRESENTS THE WALL LINE OR ROOF LINE? PLEASE   ALSO SHOW THE EXTERIOR STAIR LOCATED ON THE WEST SIDE   OF THIS EXISTING BUILDING AND THE WIDTH OF THE   UNPROTECTED EXTERIOR STAIR. PLEASE ALSO PROVIDE HOW   MANY WINDOWS ARE WITHIN THIS WALL PER STORY AND SQ. FT.   AREA OF UNPROTECTED OPENINGS. PLEASE PROVIDE THE   DISTANCE FROM THE WALL LINE OF THIS EXISTING BUILDING   TO THE PROPERTY LINE.       THE CREATION OF NEW LOT LINES/ AND OR PLAT ARE NOT TO   CREATE NEW NONCONFORMITIES TO EXISTING BUILDINGS. THE   2017 FBC-B DEALS WITH:       10A)(1). LIGHT FRAME CONSTRUCTION IN 704.4.1.   LIGHT-FRAME CONSTRUCTION. STUDS AND BOUNDARY ELEMENTS   THAT ARE INTEGRAL ELEMENTS IN LOAD-BEARING WALLS OF   LIGHT-FRAME CONSTRUCTION SHALL BE PERMITTED TO HAVE   REQUIRED FIRE-RESISTANCE RATINGS PROVIDED BY THE   MEMBRANE PROTECTION PROVIDED FOR THE LOAD-BEARING WALL.       10A)(2). 704.10 EXTERIOR STRUCTURAL MEMBERS.   LOAD-BEARING STRUCTURAL MEMBERS LOCATED WITHIN THE   EXTERIOR WALLS OR ON THE OUTSIDE OF A BUILDING (   EXTERIOR STAIRS) OR STRUCTURE SHALL BE PROVIDED WITH   THE HIGHEST FIRE-RESISTANCE RATING AS DETERMINED IN   ACCORDANCE WITH THE FOLLOWING:   1.AS REQUIRED BY TABLE 601 FOR THE TYPE OF BUILDING   ELEMENT BASED ON THE TYPE OF CONSTRUCTION OF THE   BUILDING;   2.AS REQUIRED BY TABLE 601 FOR EXTERIOR BEARING WALLS   BASED ON THE TYPE OF CONSTRUCTION; AND   3.AS REQUIRED BY TABLE 602 FOR EXTERIOR WALLS BASED ON   THE FIRE SEPARATION DISTANCE.       10A)(3). TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL   OPENINGS.       10B) DISCREPANCY IN PLANS. SHEETS LS1.01 LIFE SAFETY   PLAN LEVEL VERSES 134-AE1.01 OVERALL FLOOR PLAN LEVEL   1. THE LIFE SAFETY PLAN SHOWS A 2 HOUR FIRE RATED WALL   VERSES THE ARCHITECTURAL SHEET 1ST FLOOR SHOWS A 1 HOUR   FIRE RATING. SEE FBC-B TABLE 601, 602 AND 704.10.   PLEASE NOTE THIS COMMENT IS FOR ALL FIRE RATED WALLS.   SHEET 188-AE4.01 ENLARGED FLOOR PLAN DOES SHOW WALL   TAGS. SHEET 276-AE7.01 PROVIDES PARTITION TYPES, AND   WALL RATINGS. WHEN YOU REFER TO THE UL FIRE RATED   ASSEMBLIES, THERE IS NO ASSEMBLY SHOWN ON THE   ARCHITECTURAL SHEETS FOR THE INSPECTOR TO FOLLOW, NOR   WHEN YOU DO LOOK UP THE ASSEMBLIES THE ASSEMBLY DOES   NOT INDICATE HOW TO TREAT THE FLOOR AND MORE IMPORTANT   THE WALL TO DECK ABOVE. THE PLAN NOTES JUST STATE TO   PROVIDE FR SEALANT AT THE TOP AND BOTTOM OF THE WALL.   PLEASE PROVIDE COMPLIANCE WITH 2017 FBC-B SECTION   715.1. JOINTS INSTALLED IN OR BETWEEN   FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING   ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL   BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM   DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME   PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE   RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH   THE SYSTEM IS INSTALLED. FIRE-RESISTANT JOINT SYSTEMS   SHALL BE TESTED IN ACCORDANCE WITH SECTION 715.3.       10C) DISCREPANCY IN PLANS. SHEETS LS1.01 LIFE SAFETY   PLAN LEVEL VERSES 134-AE1.01 OVERALL FLOOR PLAN LEVEL   1. ROOM 105 THE DIESEL TANK ROOM THE LIFE SAFETY PLAN   SHOWS A 4 HOUR WALL VERSES THE ARCHITECTURAL SHEET   SHOWING NO FIRE RATING.       10D) DISCREPANCY IN PLANS. SHEETS LS1.01 LIFE SAFETY   PLAN LEVEL VERSES 134-AE1.01 OVERALL FLOOR PLAN LEVEL   1. ROOM # 107 THE FIRE PUMP ROOM THE WALLS ARE NOT   SHOWN TO HAVE A FIRE RATING ON THE ARCHITECTURAL SHEET.   THE 2017 FBC-B 913.2.1 REQUIRES 2 HOUR RATING.       10E) DISCREPANCY IN PLANS. SHEETS LS1.01 LIFE SAFETY   PLAN LEVEL VERSES 134-AE1.01 OVERALL FLOOR PLAN LEVEL   1. ROOM 106 THE GENERATOR ROOM DOES NOT INDICATE RATING   OF THE WALLS FOR FIRE ON THE ARCHITECTURAL SHEET.   PLEASE SHOW COMPLIANCE WITH 403.4.8.1 OF THE 2017   FBC-B.       10F) 10E) DISCREPANCY IN PLANS. SHEETS LS1.01 LIFE   SAFETY PLAN LEVEL VERSES 134-AE1.01 OVERALL FLOOR PLAN   LEVEL 1. ROOMS 108 POWER ROOM AND 109 EMERGENCY   ELECTRIC ROOM ALSO SIMILAR SITUATION, THE ARCHITECTURAL   SHEETS DO NOT SHOW WALL RATINGS WHEREAS THE LIFE SAFETY   PLAN SHOW A 2 HOUR FIRE RATING. PLEASE NOTE THIS IS A   COMMON CODE VIOLATION FOR ALL OF THE 1ST FLOOR,   ELEVATOR SHAFTS, ELEVATOR MACHINE ROOMS, STAIRWELLS,   AND FIRE RESCUE LOBBY. 107.2.1.2 ADDITIONAL INFORMATION   REQUIRED.   10G) SHEETS 008-LS1.01 LIFE SAFETY PLAN LEVEL VERSES   134-AE1.01 OVERALL FLOOR PLAN LEVEL 1.INTERIOR EXIT   STAIRWELL 1 SHOWS A EGRESS CORRIDOR, PLEASE CORRECT ON   BOTH SETS OF PLANS. THE VERTICAL INTERNAL EXIT STAIRWAY   IS TO TERMINATE AT AN EXIT DISCHARGE. FBC-B 1023.3, THE   EXCEPTION ALLOWS FOR AN EXIT PASSAGEWAY COMPLYING WITH   1023.3.1. EXTENSION. PLEASE RENAME TO AN EXIT   PASSAGEWAY.   10G)(1) INTERIOR EXIT STAIRWELL 1 AND EXIT PASSAGEWAY.   PLEASE NOTE ON THE MECHANICAL SHEET 350-M1.01 THE PLANS   INDICATE TO BUILD A 10 INCH WIDE RATED CHASE FOR   REFRIGERANT PIPING. THE FBC-B CODE SECTION 1023.2   CONSTRUCTION FOR SHAFT CONSTRUCTION OF THE STAIRWELL   FOR 4 STORIES OR MORE REQUIRES 2 HOUR CONSTRUCTION OF   FIRE BARRIERS, VERTICAL AND HORIZONTAL. PLEASE REVIEW   FBC-B 1023.5 PENETRATIONS AND THE LIMITATION. THERE CAN   BE NO HORIZONTAL FIRE BARRIERS BUILT OUT OF DRYWALL,   THERE IS NO UL LISTING FOR HORIZONTAL USAGE. PLEASE BE   AWARE NO OTHER PLUMBING, OR ELECTRICAL PIPING CAN GO   THROUGH THE VERTICAL EXIT NOR THE EXIT PASSAGE WAY, THE   FPL VAULT IS JUST TO THE EAST OF THE EXIT   PASSAGEWAY!!!!   THE OTHER ISSUE WITH EXIT STAIRWELL 1 AND EXIT   PASSAGEWAY, SHEET 350-M1.01 DOES INDICATE STAIR   PRESSURIZATION FAN LOCATED ON THE MAIN ROOF, BUT THERE   IS NO PRESSURIZATION FAN FOR THE EXIT PASSAGEWAY.   PLEASE SHOW COMPLIANCE WITH FBC-B SECTION 1024.7   VENTILATION.   10H) LOADING DOCKS WOULD STILL BE CONSIDERED A S2   OCCUPANCY AND REQUIRING SEPARATION FROM THE OTHER   OCCUPANCIES AND ANCILLARY USES, SEE TABLE 508.4 OF THE   FBC-B.   10I) THE LOADING DOCKS DOES NOT INDICATE IF THIS IS TO   BE CONSIDERED AN OPEN OR ENCLOSED PARKING GARAGE? SHOW   COMPLIANCE WITH FBC-B 406.5 OPEN PARKING GARAGES OR   406.6ENCLOSED PARKING GARAGES. PLEASE NOTE SHEET   188-AE4.01 SHOWS THE WALL SEPARATING THE S2 OCCUPANCIES   FROM MERCANTILE OR BUSINESS AS A NON-RATED WALL BUT 2   C20 AND WALL TYPE C12 BOTH SHOW A 2 HOUR FIRE RATING.   SE 2017 FBC-B TABLE 508.4. PLEASE ALSO SEE SHEET   188-AE4.01 DOOR 115A, THIS DOOR DOES NOT SHOW A RATING   BETWEEN THE S2/ M, B OCCUPANCIES. SEE OPENING   PROTECTIVES. FBC-B 716-5. 107.2.1.2 ADDITIONAL   INFORMATION REQUIRE.   10J) SHEET 134-AE1.01 SHOWS A STAIR BY THE CONCRETE   RAMP BY THE POWER ROOM 108. PLEASE NOTE THE SAME STAIR   ON SHEET 008-LS1.01 IS NOT COMPLETE. 107.2.1.2   ADDITIONAL INFORMATION IS REQUIRED.   10K) ADDITIONAL INFORMATION IS REQUIRED, 107.2.1.2.   WHEN VIEWING THE 1ST LEVEL LIFE SAFETY PLAN 008-LS1.01   AND SHEET 134-AE1.01 THE FURTHEST EAST PROPERTY LINE   GRID LINE 1 THRU 6 IT APPEARS TO BE A 2 HOUR FIRE RATED   WALL ON THE 1ST LEVEL. SHEET 154-AE2.02, IN VIEWING THE   EAST ELEVATION, GRID LINES 1-6 FOR THE 1ST FLOOR IT   WOULD APPEAR THIS AREA HAS COLUMNS AND OPEN AREAS IN   THE WALLS? THIS AREA IS ONLY 1 FOOT FROM THE PROPERTY   LINE, FBC-B TABLE 705.8 0-3 FEET FROM THE PROPERTY LINE   NO OPENINGS ARE ALLOWED.   10L) SHEET 154-AE2.02 THE SOUTH ELEVATION & 164-AE2.19,   PLEASE PROVIDE THE TOTAL AMOUNT OF SQUARE FOOT AREA FOR   WALL ON THE 1ST FLOOR FROM GRID LINE F TO H. IT WOULD   APPEAR YOU ARE OVER THE ALLOWABLE OPENING SIZE OF 45%   OF OPENING SIZE FOR UNPROTECTED/ SPRINKLERED FOR 10 TO   15 FOOT FIRE SEPARATION DISTANCE. I GOT A PERCENTAGE OF   47% OPENING. 1360 SQ. FT. WALL AREA AND 643 SQ. FT.   OPENING AREA. FBC-B TABLE 705.8.   10M) SHEETS 008-LS1.01 LIFE SAFETY PLAN LEVEL 1 AND   SHEET 134-AE1.01 FLOOR PLAN LEVEL 1 SHOW A ROOM JUST TO   THE RIGHT OF ENGINEERING ROOM # 120 THAT DOES NOT HAVE   A ROOM TAG NOR IDENTIFY THE USEAGE OF THE ROOM?   107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.   10N) SHEETS 008-LS1.01 LIFE SAFETY PLAN LEVEL 1 AND   SHEET 134-AE1.01 FLOOR PLAN LEVEL 1. PLEASE NOTE THE   FLOOR PLAN DOES IDENTIFY EACH ELEVATOR BUT DOES NOT   INDICATE WHICH MACHINE ROOMS ARE FOR WHICH ELEVATORS?   107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. FBC-B   3005.1 ACCESS. AN APPROVED MEANS OF ACCESS SHALL BE   PROVIDED TO ELEVATOR MACHINE ROOMS, CONTROL ROOMS,   CONTROL SPACES AND MACHINERY SPACES, MACHINE ROOMS,   CONTROL SPACES AND MACHINERY SPACES IS REQUIRED TO BE   APPROVED BY THE BUILDING OFFICIAL. SEE ALSO 2015 IBC   COMMENTARY. ONE CONCERN IS FOR ELEVATOR #10 A COMMON   ELEVATOR NOT PART OF THE RETAIL TENANT SPACE, BUT TO   ACCESS THE MACHINE ROOM FOR THIS ELEVATOR, THE MACHINE   ROOM IS LOCATED IN THE RETAIL TENANT SPACE.   10O) 008-LS1.01. TO UNDERSTAND THE EXITING FOR CORRIDOR   126 YOU HAVE TO GO TO THE LIGHTING FLOOR PLAN FOUND   UNDER 404-EL1.01. YOU FIND AN EXIT LIGHT BY GRID LINE   B/4 FOR THIS DOOR, BUT MISSING DOOR AND EXIT LIGHT BY   GRID LINE D/ 6.5. IT WOULD APPEAR THE DESIGNER IS   TAKING THIS OCCUPANT LOAD TO THE FRONT LOBBY FOR   EXITING. PLEASE CORRECT THE MISSING DOOR AND EXIT LIGHT   ON 404-EL1.01.   10P) SHEET 008-LS1.01 LIFE SAFETY PLAN. NOTE ON THE   PLANS INDICATES: WHERE THE FIRE SERVICE ACCESS ELEVATOR   SHARE THE HOISTWAY WITH ADJACENT PASSENGER ELEVATORS,   THE ENTIRE SHAFT ENCLOSURE MUST COMPLY WITH FSAE   HOISTWAY PROTECTION. PLEASE EXPLAIN THE NOTE. THE PLAN   DEPICTS A SEPARATE HOISTWAY FOR THE FIRE SERVICE ACCESS   ELEVATOR. IN THE 2017 FBC-B SECTION 3007.5 HOISTWAY   ENCLOSURES. THE FIRE SERVICE ACCESS ELEVATOR HOISTWAY   SHALL BE LOCATED IN A SHAFT ENCLOSURE COMPLYING WITH   SECTION 713.   10Q) PLEASE NOTE SHEET 188-AE4.01 ENLARGED LEVEL 1   FLOOR PLAN AREA A. THE WALL TYPES ON ALL ELEVATOR WALLS   CONTAINING THE ELEVATOR DOORWAY ARE IDENTIFIED AS WALL   TYPE 2M6. SHEET 276-AE7.01 PARTITION TYPES.   THE ENLARGED FLOOR PLAN INDICATES THE WALL TYPE AS 2M6.   THE SHEET 276-AE7.01 PARTITION TYPES INDICATE THIS WALL   TO BE A 6 INCH CMU AND 1 5/8 METAL FURRING AND 5/8 INCH   GWB A 2 HOUR FIRE DESIGN UL DESIGN # U906.   10Q)(1) PLEASE SUBMIT THE ACTUAL UL LISTED DESIGNS AS   PART OF THE PLANS. THE ACTUAL UL DESIGN U906 SHOWS ON   ONE SIDE OF THE BLOCK ? INCH PORTLAND CEMENT STUCCO OR   GYPSUM PLASTER WHICH WILL ADD ? HOUR TO THE   CLASSIFICATION. PLEASE CORRECT LISTING AND SHOW THE   CORRECT MATERIALS NOT FURRING AND ? INCH DRYWALL.   2017 FBC-B SHAFTS. 713.4 FIRE-RESISTANCE RATING. SHAFT   ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS   THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED   2 HOURS. SHAFT ENCLOSURES SHALL MEET THE REQUIREMENTS   OF SECTION 703.2.1.   FBC-B 703.2.1. 703.2.1 NONSYMMETRICAL WALL   CONSTRUCTION. INTERIOR WALLS AND PARTITIONS OF   NONSYMMETRICAL CONSTRUCTION SHALL BE TESTED WITH BOTH   FACES EXPOSED TO THE FURNACE, AND THE ASSIGNED   FIRE-RESISTANCE RATING SHALL BE THE SHORTEST DURATION   OBTAINED FROM THE TWO TESTS CONDUCTED IN COMPLIANCE   WITH ASTM E119 OR UL 263. WHERE EVIDENCE IS FURNISHED   TO SHOW THAT THE WALL WAS TESTED WITH THE LEAST   FIRE-RESISTANT SIDE EXPOSED TO THE FURNACE, SUBJECT TO   ACCEPTANCE OF THE BUILDING OFFICIAL, THE WALL NEED NOT   BE SUBJECTED TO TESTS FROM THE OPPOSITE SIDE (SEE   SECTION 705.5 FOR EXTERIOR WALLS).   10Q)(2) PLEASE PROVIDE A LETTER FROM THE BLOCK   MANUFACTURER AS TO THE 6 INCH CMU MEETS THE MINIMUM   EQUIVALENT THICKNESS FOR THE REQUIRED FIRE RATING OF   THE ELEVATOR SHAFT WALL CONSTRUCTION SEE FBC-B TABLE   722.3.2. THE LETTER MUST CONTAIN MANUFACTURER, THE TYPE   OF AGGREGATE AND THE EQUIVALENT THICKNESS IN INCHES AND   THE FIRE RATING THE BLOCK ACHIEVES. THE LETTER MUST BE   SIGNED AND THE PERSONS POSITION IN THE COMPANY   ATTESTING TO THIS AFFIDAVIT.       10R) NEITHER THE LIFE SAFETY FOR LEVEL 1, NOR THE   ENLARGED LEVEL 1 AREA A NOR SHEET AE4.20 ENLARGED CORE   PLAN LEVEL 1 SHOW COMPLIANCE FOR ELEVATOR CARS TO   ACCOMMODATE AN AMBULANCE STRETCHER AS REQUIRED BY   SECTION 3002.4 OF THE 2017 FBC-B.   10R)(1) FBC-B 3002.4 THE ELEVATOR CAR SHALL BE OF SUCH   A SIZE AND ARRANGEMENT TO ACCOMMODATE AN AMBULANCE   STRETCHER 24 INCHES BY 76 INCHES (610 MM BY 1950 MM)   WITH NOT LESS THAN 5-INCH (127 MM) RADIUS CORNERS, IN   THE HORIZONTAL, OPEN POSITION...   10R)(2) FBC-B 3002.4. THE HOISTWAY DOOR FRAME SHALL BE   IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY   MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL BE   NOT LESS THAN 3 INCHES (76 MM) IN HEIGHT AND SHALL BE   PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME.   10S) NEITHER THE LIFE SAFETY FOR LEVEL 1, NOR THE   ENLARGED LEVEL 1 AREA A NOR SHEET AE4.20 ENLARGED CORE   PLAN LEVEL 1 SHOW COMPLIANCE FOR:   10S)(1) 2017 FBC-B 403.6.1 FIRE SERVICE ACCESS   ELEVATOR. NO FEWER THAN TWO FIRE SERVICE ACCESS   ELEVATORS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION   3007 IN BUILDINGS WITH AN OCCUPIED FLOOR MORE THAN 120   FEET MEASURED FROM THE ELEVATION OF THE STREET LEVEL   ACCESS.       10S)(2) 2017 FBC-B 2017 FBC-B 403.6.1 FIRE SERVICE   ACCESS ELEVATOR. PLEASE SHOW COMPLIANCE WITH EACH FIRE   SERVICE ACCESS ELEVATOR SHALL HAVE A CAPACITY OF NOT   LESS THAN 3,500 POUNDS.   10S)(3) SHOW COMPLIANCE WITH FBC-B 3007.6.5 FIRE   SERVICE ACCESS ELEVATOR SYMBOL.   10S)(4) FBC-B 3007.3 WATER PROTECTION. AN APPROVED   METHOD TO PREVENT WATER FROM INFILTRATING INTO THE   HOISTWAY ENCLOSURE FROM THE OPERATION OF THE AUTOMATIC   SPRINKLER SYSTEM OUTSIDE THE ENCLOSED FIRE SERVICE   ACCESS ELEVATOR LOBBY SHALL BE PROVIDED.   10T)(1) BOTH SHEETS 008-LS1.01 LIFE SAFETY PLAN LEVEL 1   & SHEET 134-AE1.01SHOW A INTERSTITIAL SPACE AND A   STAIRWELL 2, A LANDING, EGRESS CORRIDOR AND A STAIRWELL   6. PLEASE CORRECT THE LABELING OF STAIRS AND EGRESS   CORRIDOR. THERE SHOULD BE NO STAIR LABELED STAIR 6.   SHEET AE3.19 DETAIL 1 OR 173-AE3.03 SHOWS THE VERTICAL   EXIT STAIR (STAIR 2) AND THE CONTINUATION OF THIS STAIR   BELOW LEVEL 2 TO THE INTERSTITIAL SPACE AND A   MID-LANDING THAT CONTINUES OVER TO THE SO-CALLED STAIR   6. THIS IS ONE CONTINUOUS STAIRWAY WHERE THE MIDLANDING   IN THE INTERSTITIAL SPACE IS ELONGATED AND THEN   CONTINUES TO THE 1ST FLOOR EXIT DOORWAY.   THE 2017 FBC-B SECTION 1023.1STATES: INTERIOR EXIT   STAIRWAYS AND RAMPS SERVING AS AN EXIT COMPONENT IN A   MEANS OF EGRESS SYSTEM SHALL COMPLY WITH THE   REQUIREMENTS OF THIS SECTION. INTERIOR EXIT STAIRWAYS   AND RAMPS SHALL BE ENCLOSED AND LEAD DIRECTLY TO THE   EXTERIOR OF THE BUILDING. THIS STAIRWELL DOES NOT MEET   THE DEFINITION OF AN EXIT PASSAGEWAY BECAUSE THE STAIR   IS UP OFF THE FLOOR LEVEL LOCATED IN THE INTERSTITIAL   SPACE.   10T)(2) PLEASE REVIEW SHEET 216-AE4.28 DETAIL 5, A CUT   SECTION THROUGH THE 2 HOUR FIRE RATED INTERIOR EXIT   STAIR. THE DETAIL SHOWS A 2 HOUR RATED SHAFT WALL   ASSEMBLY. SHEET 276-AE7.01 PARTITIONS 2SW INDICATES THE   USE OF SHAFT WALL CONSTRUCTION WITH A UL DESIGN U438.   PLEASE INDICATE WHICH SIDE OF THE SHAFT WALL   CONSTRUCTION IS TO BE WITHIN THE STAIRWELL SHAFT. THE   UL DESIGN PROVIDED DOES NOT INDICATE? PLEASE ALSO   PROVIDE THE UL DESIGN AS PART OF THE PLAN DOCUMENTS.   107.2.1.2. ADDITIONAL INFORMATION REQUIRED TO SHOW CODE   COMPLIANCE.   10T)(3) SHEET 216-AE4.28 DETAIL # 5 SHOWS THE INTERIOR   EXIT STAIRWAYS LOCATED IN THE A INTERSTITIAL SPACE WITH   A CROSS SECTION VIEW. AS THE STATEMENT ABOVE INDICATES   SHAFTWALL CONSTRUCTION SEPARATES THE STAIRWELL FROM THE   REMAINDER OF THE FIRST FLOOR AREA. WHAT THIS DETAIL   FAILS TO SHOW HOW COMPLIANCE HOW THE FIRE RESISTANCE   RATING IS TO BE MAINTAINED FOR ALL OF THE STEEL FRAMING   MEMBERS (STEEL ANGLES, SUPPORTS AND STEEL BEAMS) ARE TO   BE MAINTAINED. FBC-B 707.3.2 INTERIOR EXIT STAIRWAY AND   RAMP CONSTRUCTION. THE FIRE-RESISTANCE RATING OF THE   FIRE BARRIER SEPARATING BUILDING AREAS FROM AN INTERIOR   EXIT STAIRWAY OR RAMP SHALL COMPLY WITH SECTION 1023.1.   INTERIOR EXIT STAIRWAY AND RAMP ENCLOSURES SHALL HAVE A   FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE   CONNECTING FOUR STORIES OR MORE. SHOW COMPLIANCE.   10T)(4) 10T)(3) SHEET 216-AE4.28 DETAIL # 5 SHOWS THE   INTERIOR EXIT STAIRWAYS LOCATED IN THE A INTERSTITIAL   SPACE WITH A CROSS SECTION VIEW. THIS SAME DETAIL SHOWS   A 2 HOUR FIRE RATED MASONRY WALL FROM FLOOR LEVEL OF   THE 1ST FLOOR THAT STOPS AS DEPICTED JUST AT THE BOTTOM   OF THE 2ND FLOOR CONCRETE PAN JOIST FLOOR SYSTEM. HOW   WILL THE 2 HOUR FIRE RATING ACHIEVED WHERE THE TWO   MATERIALS MAY OR MAY NOT TOUCH EACH OTHER?   2017 FBC-B 715.1. JOINTS INSTALLED IN OR BETWEEN   FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING   ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL   BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM   DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME   PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE   RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH   THE SYSTEM IS INSTALLED. FIRE-RESISTANT JOINT SYSTEMS   SHALL BE TESTED IN ACCORDANCE WITH SECTION 715.3.   10T)(5) SHEET 216-AE4.28 DETAIL # 5 SHOWS THE INTERIOR   EXIT STAIRWAYS LOCATED IN THE A INTERSTITIAL SPACE WITH   A CROSS SECTION VIEW. SINCE THE STRUCTURAL INDEX IS   MISSING 57 SHEETS, PLEASE PROVIDE WHERE THE STRUCTURAL   DETAILS ARE LOCATED FOR THE STRUCTURAL MEMBERS, AND   ATTACHMENT TO OTHER STRUCTURAL FRAMING MEMBERS. 2017   WEST PALM BEACH AMENDMENTS 107.2.1.2. ADDITIONAL   INFORMATION IS REQUIRED.       10T)(6) SHEET 208-AE4.20 DETAIL # 3 SHOWS THE INTERIOR   EXIT STAIRWAYS LOCATED IN THE A INTERSTITIAL SPACE WITH   A CROSS SECTION VIEW. SHEET 215-AE4.27 DETAIL 4 SHOWS A   CROSS SECTION OF THE STAIRWAY ON THE 1ST FLOOR A RETAIL   AREA WITH RAMP IS SHOWN AND DIRECTLY ABOVE THE STAIR   LANDING LOCATED IN THE A INTERSTITIAL SPACE WITH A 5   INCH CONCRETE SLAB. PLEASE ALSO NOTE MAKING THE FIRE   RATED WALL ON THE EDGE OF THE INTERSTITIAL LANDING IS A   MASONRY WALL. SHEET 208-AE4.20 DETAIL 3 SHOWS THIS WALL   BUT THE MASONRY WALL DOES NOT HAVE A WALL TAG   IDENTIFYING THE FIRE RATING OR WALL TYPE. SEE 2017   FBC-B 713.4. SHAFT ENCLOSURES SHALL HAVE A   FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE   CONNECTING FOUR STORIES.   10T)(7) SHEET 216-AE4.28 DETAIL # 5 SHOWS A CROSS   SECTION OF THE STAIRWELL IN THE INTERSTITIAL SPACE. THE   DETAIL FAILS TO INDICATE HOW A 2 HOUR FIRE RATED FLOOR   ASSEMBLY IS TO BE ACHIEVED? SEE SECTION 713.4 OF THE   2017 FBC-B, SECTION SHAFT ENCLOSURES SHALL HAVE A   FIRE-RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY   PENETRATED, BUT NEED NOT EXCEED 2 HOURS. ALSO TABLE 601   FLOOR CONSTRUCTION.   10T)(8) PLEASE NOTE THE STAIRWAY #2 AN INTERIOR EXIT   STAIRWAY THAT IS CONTINUOUS TO THE EXTERIOR DOES NOT   SHOW STAIRWELL PRESSURIZATION, SMOKEPROOF ENCLOSURES,   IN ANY OF THE MECHANICAL PLANS, SEE 2017 FBC-B 1023.11   SMOKEPROOF ENCLOSURES. WHERE REQUIRED BY SECTION   403.5.4 OR 405.7.2, INTERIOR EXIT STAIRWAYS AND RAMPS   SHALL BE SMOKEPROOF ENCLOSURES IN ACCORDANCE WITH   SECTION 909.20.   11) LEVEL 2: 09LS1.02, 135-AE1.02, & 190/191 AE4.02 A &   B:       11A)(1) THE LIFE SAFETY SHEET ANALYSIS, NOR LS1, NOR   LS2 SHOW AN ANALYSIS OF THE PARKING STRUCTURE, HOW MANY   TOTAL PARKING SPACES THERE IS OR HOW MANY ACCESSIBLE   PARKING SPACES THERE IS OR COMPLIANCE WITH THE 2017   FBC-ACCESSIBLE PARKING SPACES. SHOW ACCESSIBLE MATRIX.       11A)(2) SHEET 135-AE1.02 THE OVERALL FLOOR PLAN FOR   LEVEL 2 SHOWS 4 ACCESSIBLE PARKING SPACES, 3 ACCESSIBLE   SPACES. SHOW THE ACCESSIBLE ROUTE FOR A WHEEL CHAIR TO   BE ABLE TO GET TO AN ELEVATOR WITHOUT HAVING TO GO OUT   INTO THE VEHICULAR TRAVEL LANE. ACCESSIBILITY CODE   SECTION 206.2. WHERE REQUIRED. AN   ACCESSIBLE ROUTE SHALL BE PROVIDED WHERE REQUIRED BY   206.2.   206.2.2 WITHIN A SITE. AT LEAST ONE ACCESSIBLE ROUTE   SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE   FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES   THAT ARE ON THE SAME SITE.       11B) COMMENT FOR ALL PARKING FLOORS. PLEASE ALSO SHOW   COMPLIANCE WITH SECTION 208.2.4. VAN PARKING SPACES.   WHERE VAN PARKING IS PROVIDED PURSUANT TO SECTION   502.2, FOR EVERY SIX OR FRACTION OF SIX PARKING SPACES   REQUIRED BY 208.2 TO COMPLY WITH 502, AT LEAST ONE   SHALL BE A VAN PARKING SPACE COMPLYING WITH 502.       11C) COMMENT FOR ALL PARKING FLOORS. SHEET 182-AE3.18   BUILDING SECTION. THE PLAN SHOWS ELEVATIONS OF THE   VARIOUS FLOOR LEVELS AND BY MEASURING BETWEEN FLOOR   SLABS IT WOULD APPEAR THERE MAYBE ONLY 7 FEET 8 INCHES   FROM THE BOTTOM OF THE FLOOR PRECAST AND FINISH FLOOR   BELOW. PLEASE PROVIDE THE CLEAR HEIGHT BETWEEN FLOOR   SLABS AND THE PRECAST FLOOR JOIST ABOVE, AND ALSO   PROVIDE FOR THE FIRE SPRINKLERS TO HAVE A TRUE HEIGHT   FOR THE RAMPS AND FOR THE PARKING AREAS. PLEASE SHOW   HOW COMPLIANCE WITH 2017 FBC-ACCESSIBILITY CODE SECTION   502.5 VERTICAL CLEARANCE. PARKING SPACES FOR VANS AND   ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL   PROVIDE A VERTICAL CLEARANCE OF 98 INCHES MINIMUM.       11D) PLEASE REVIEW SHEET 270-AE5.39 PARKING DETAILS.   PLEASE REFER TO THE 2017 FBC-ACCESSIBILITY CODE SEE THE   ADVISORY 502.3.3 MARKING.   2017 ACCESSIBILITY CODE. ADVISORY 502.3.3 MARKING. THE   METHOD AND COLOR OF MARKING ARE NOT SPECIFIED BY THESE   REQUIREMENTS BUT MAY BE ADDRESSED BY STATE OR LOCAL   LAWS OR REGULATIONS. BECAUSE THESE REQUIREMENTS PERMIT   THE VAN ACCESS AISLE TO BE AS WIDE AS A PARKING SPACE,   IT IS IMPORTANT THAT THE AISLE BE CLEARLY MARKED.   FLORIDA LAW, S.553.5041(5)(C)1., REQUIRES DIAGONAL   STRIPING OF ACCESS AISLES.   PLEASE REFER TO THE WEST PALM BEACH MUNI CODE 94-485   FOR STALL PAINTING DETAILS AND REQUIRED DOUBLE LINE   DIMENSIONS.       11E) THE 2ND LEVEL FLOOR PLAN, : 09LS1.02, 135-AE1.02,   & 190/191 AE4.02 A & B: WILL NEED TO PROVIDE WHAT THE   DESIGN FOR THE PARKING FLOORS, IF THESE FLOOR LEVELS   ARE TO BE CONSIDERED AN OPEN OR ENCLOSED PARKING   GARAGE? SHOW COMPLIANCE WITH FBC-B 406.5 OPEN PARKING   GARAGES OR 406.6ENCLOSED PARKING GARAGES.   IF CONSIDERED OPEN SHOW COMPLIANCE ON THE ELEVATION   SHEETS AE2.10 THROUGH AE2.22. PLEASE SHOW THE WALL AREA   IN SQ. FEET. THE OPENING IN SQUARE FEET, PERCENTAGE OF   OPENING, DEDUCT FOR THE ALUMINUM ARCHITECTURAL SCREEN   AND TAKE A SECOND DEDUCTION FOR THE BIRD SCREEN AS   WELL. SHOW COMPLIANCE WITH 406.5.2 OPENINGS OF THE 2017   FBC-B AND 406.5.6 FIRE SEPARATION DISTANCE CONCERNS   WITH SOUTH WALL ON GRID LINES F-H SHEET 182AE3.18 SHOWS   THIS AREA OF THE PARKING GARAGE EXTENDED OVER THE 1ST   FLOOR LEVEL.       11F) BOTH SHEETS 135-AE1.02 LEVEL 2 AND 190AE4.02 BOTH   SHOW ATTENDANT BOOTHS AND A GATED ENTRANCE TO THE   PARKING LEVELS.       11F)(1) PLEASE SHOW CUT SECTIONS FOR THE ATTENDANT   BOOTHS OF HOW THEY ARE GOING TO BE ANCHORED FOR THE   WIND, DOES THE WIND TUNNEL TEST HAVE A PRESSURE POINT   FOR THE BOOTHS, IF NOT HOW ARE PRESSURES TO BE DERIVED?   107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. FBC-B   1609.1.1 DETERMINATION OF WIND LOADS.       11F)(2) ADDITIONAL INFORMATION IS REQUIRED FOR THE   ATTENDANT BOOTHS, ARE THESE BOOTHS PRE-MANUFACTURERED   (MODULAR) BUILDINGS UNDER FLORIDA S. 553 PART I   MANUFACTURED BUILDINGS?       11G) THE PLANS ALSO SHOW USE OF VEHICULAR GATES. IF   THEY USE KEY CARDS THE THEY WOULD ALSO BE CONSIDERED   AUTOMATIC VEHICULAR GATES HAVING TO COMPLY WITH: FBC-B   3110.1 AUTOMATIC VEHICULAR GATES SHALL COMPLY WITH THE   REQUIREMENTS OF SECTIONS 3110.2 THROUGH 3110.4 AND   OTHER APPLICABLE SECTIONS OF THIS CODE.       11H) OFFICE 202, AREA OF 5,812 SQ. FT. AND FUTURE   RESTROOMS MAY BE AT THE OWNERS OWN RISK!!!! DEPENDING   ON IF THE OFFICE AREA IS SUB-DIVIDED IN TO 2 TENANTS   AND THE LARGER OF THE 2 TENANTS HAS OVER 49 OCCUPANTS   THEN 2 EXITS WOULD BE REQUIRED. 2017 FBC-B TABLE   1006.2.1 .SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY.       11I) THIS SHEET (155-AE2.10 KEY NOTE 13 AND OTHER   ELEVATION SHEETS) INDICATE THE USE OF COMPOSITE METAL   PANELS. PLEASE PROVIDE DOCUMENTATION FOR CODE   COMPLIANCE WITH FBC-B 1407.2. MCM USED AS EXTERIOR WALL   FINISH OR AS ELEMENTS OF CLADDING OR WEATHER RESISTANCE   SHALL COMPLY WITH SECTIONS 1407.4 THROUGH 1407.14.   PROVIDE DOCUMENTATION FOR ALL OF THE CODE SECTIONS   INCLUDED INCLUDING SEPARATION DISTANCE FOR FIRE.       11J) SHEET 190-AE4.02 AREA A. JUST OUTSIDE OF STAIR 2   THERE IS A MECHANICAL SHAFT THAT GOES VERTICALLY   THROUGH THE BUILDING INCLUDING THE FUTURE SHELL OFFICE   FLOORS. THE WALL TYPE IS NOT INDICATED WITH A WALL TAG   IT WOULD APPEAR TO BE A 2 HOUR FIRE RATED SHAFT WALL.   107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.       12) SHEET 204-AE4.09 FLOOR PLAN & TERRACE PLAN.       12A) DOORS 901A, 901B, 901C & 901D ALL ONLY HAVE 1 FOOT   ON THE PULL SIDE OF THE DOOR LATCH. THE 2017   FBC-ACCESSIBILITY CODE REQUIRED 18 INCHES MINIMUM. 2017   FBC- ACCESS. CODE 404.2.4 MANEUVERING CLEARANCES.   DOORS. DOORS 901 B & 901C BOTH HAVE ADA PUSH PLATE   BOLLARDS, PLEASE PROVIDE DETAILS FOR AN ACCESSIBLE   ENTRANCE. SHOW COMPLIANCE WITH 2017 ACCESSIBILITY CODE   404.3 AUTOMATIC AND POWER-ASSISTED DOORS AND GATES.   AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH   404.3. FULL-POWERED AUTOMATIC DOORS SHALL COMPLY WITH   ANSI/BHMA A156.10 (INCORPORATED BY REFERENCE, SEE   ?REFERENCED STANDARDS? IN CHAPTER 1). LOW-ENERGY AND   POWER-ASSISTED DOORS SHALL COMPLY WITH ANSI/BHMA   A156.19 (1997 OR 2002 EDITION) (INCORPORATED BY   REFERENCE, SEE ?REFERENCED STANDARDS? IN CHAPTER 1).       12B) EGRESS DOORS THAT ARE NOT ACCESSIBLE (901A & 901D)   WILL NEED DIRECTIONAL SIGNAGE TO WHERE THE ACCESSIBLE   MEANS OF EGRESS IS LOCATED. SHOW COMPLIANCE WITH:   2017 FBC-ACCESSIBILITY CODE SECTION 216.4.3 DIRECTIONAL   SIGNS. SIGNS REQUIRED BY SECTION 1003.2.13.6 OF THE   INTERNATIONAL BUILDING CODE (2000 EDITION) OR SECTION   1007.7 OF THE INTERNATIONAL BUILDING CODE (2003   EDITION) (INCORPORATED BY REFERENCE, SEE ?REFERENCED   STANDARDS? IN CHAPTER 1) TO PROVIDE DIRECTIONS TO   ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH 703.5.       12C) SHEET 204-AE4.09 9TH FLOOR AND TERRACE PLAN. THERE   IS A NOTE STATING CROSSHATCHED AREA INDICATES THE   EXTENT OF SPRAYED ON INSULATION THERMAL INSULATION   APPLIED TO THE UNDERSIDE OF THE LEVEL OF THE 9TH FLOOR   SLAB. SEE SECTIONS FOR ADDITIONAL INFORMATION. NEITHER   SECTIONS 170-AE3.00 NOR 182-AE3.18 PROVIDE ANY MORE   INFORMATION ABOUT THE SPRAY ON THERMAL INSULATION. THE   ENERGY CALCULATIONS WILL ALSO NEED TO SHOW THE SAME   TYPE OF INSULATION AN R-RATING. 107.2.1.2 ADDITIONAL   INFORMATION REQUIRED. SHEET 271-AE5.40 SHOWS   LIGHTWEIGHT INSULATING CONCRETE BEING APPLIED TO THE   ROOF TOP STRUCTURAL DECK.       12D) SHEET 204-AE4.09 9TH FLOOR AND TERRACE PLAN SHOWS   THE USE OF CONCRETE PEDESTAL PAVER SYSTEMS SPECIALTY   ENGINEERED FOR APPLICABLE WIND LOAD RATING. IF THIS IS   TO BE A DEFERRED SUBMITTAL PLEASE REQUEST IN THE   RESPONSE NARRATIVE. 107.2.1.2 ADDITIONAL INFORMATION   REQUIRED. DELEGATED ENGINEERING. 61G15-30.003   ENGINEERING DOCUMENT CLASSIFICATION. FL 61G-15-30.006   (3) THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED   ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR   REVIEW BEFORE BEING SUBMITTED TO THE BUILDING   DEPARTMENT.       13) SHEET 143-AE1.10 FLOOR PLAN LEVEL 18/ ROOF PLAN:       13A) PLEASE PROVIDE HOW THE WINDOW WASHER EQUIPMENT   ROOF ANCHOR WILL WORK WITHOUT INTERFERING WITH THE   HORIZONTAL ALUMINUM METAL PANEL SYSTEM. WILL THE   ALUMINUM METAL PANEL SYSTEM TAKE THE ADDITIONAL WEIGHT   OF THE WINDOW WASHERS? EQUIPMENT/ SCAFFOLDING. PLEASE   SHOW COMPLIANCE WITH 2017 FBC-B SECTIONS:   1607.9.3 ELEMENTS SUPPORTING HOISTS FOR FA?ADE ACCESS   EQUIPMENT. IN ADDITION TO ANY OTHER APPLICABLE LIVE   LOADS, STRUCTURAL ELEMENTS THAT SUPPORT HOISTS FOR   FA?ADE ACCESS EQUIPMENT SHALL BE DESIGNED FOR A LIVE   LOAD CONSISTING OF THE LARGER OF THE RATED LOAD OF THE   HOIST TIMES 2.5 AND THE STALL LOAD OF THE HOIST.       1607.9.4 LIFELINE ANCHORAGES FOR FA?ADE ACCESS   EQUIPMENT. IN ADDITION TO ANY OTHER APPLICABLE LIVE   LOADS, LIFELINE ANCHORAGES AND STRUCTURAL ELEMENTS THAT   SUPPORT LIFELINE ANCHORAGES SHALL BE DESIGNED FOR A   LIVE LOAD OF AT LEAST 3,100 POUNDS FOR EACH ATTACHED   LIFELINE, IN EVERY DIRECTION THAT A FALL ARREST LOAD   MAY BE APPLIED.       13B) THE OVERALL ROOF PLAN SHOWS METAL STAIRS AND METAL   PLATFORM AND GUARDRAIL SYSTEM AT GRIDLINE D BETWEEN 3   AND 4, PLEASE PROVIDE A CUT SECTION THROUGH THIS AREA   TO BE ABLE TO DETERMINE CODE COMPLIANCE. 107.2.1.2.   ADDITIONAL INFORMATION IS REQUIRED. SHEET 170-AE3.00   SHOWS THE SAME METAL STAIR PLATFORM AND GUARDRAIL   SYSTEM BUT NO CUT SECTIONS OR LIVE LOAD, LOADING   CRITERIA.       14) PLEASE NOTE, ONCE THE WIND TUNNEL TESTING REPORT IS   SUBMITTED, REVIEWED AND APPROVED PRODUCT APPROVALS THEN   CAN COME IN AFTER PERMIT ISSUANCE AS A DEFERRED   SUBMITAL. WILL NEED A WRITTEN RESPONSE IF DEFERRED   SUBMITTALS WILL BE USED FOR PRODUCT APPROVALS.   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.       15A) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE   PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03   SHALL BE REVIEWED AND APPROVED IN WRITING BY THE   DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE   ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING   ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..       15B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING   DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE   DELEGATED ENGINEER SHALL FORWARD THE DELEGATED   ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR   REVIEW.       16) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING   DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE   DELEGATED ENGINEER SHALL FORWARD THE DELEGATED   ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR   REVIEW.       17) COMPONENTS & CLADDING. 2017 FBC-B 1609.1.2   PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &   CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,   ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/   2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.   (B) WINDOWS & MULLIONS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT   CONCRETE INSULATION, ROOF TOP VENTILATORS   (E) SHUTTERS   (F) SKYLIGHTS   (G) EXTERIOR PRE-ENGINEERED A/C STANDS AND OR CURBS       18) 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. 2017 FBC-B 1405.13.1   INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN   ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.   FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH   INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM   LOADS AND SPACING USED IN THE TESTS.       19) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL   FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE   MANUFACTURERS INSTALLATION BROCHURE PROVIDING   COMPLIANCE WITH 2017BC-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.       20) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE,   THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE   AND DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,   VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS   AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE   INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL   INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR   THE SPECIFIC SITE.       21) LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP   EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,   DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL   AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.   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.   2017 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL   EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO   WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND   PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA   BUILDING CODE, BUILDING.       22) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE   ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.   ONE SET OF PLANS WILL HAVE TO BE TAKEN (BY THE   CONTRACTOR OR REPRESENTATIVE) TO THE PALM BEACH COUNTY   IMPACT FEE OFFICE LOCATED AT 2300 N. JOG RD. ROOMS   2W01-2W14 WEST PALM BEACH, FL. THE ACTUAL PERMIT SET OF   PLANS MUST BE STAMPED BY THAT OFFICE, AND A COPY OF THE   PAID RECEIPT ATTACHED TO THE PERMIT APPLICATION. PLEASE   CALL (561)233-5025 FOR MORE INFORMATION.       23) . FOR ELECTRONIC REVIEWS. A TRANSMITTAL LETTER   LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH A   DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE SHEET   OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE FOUND   WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR   ANTICIPATED COOPERATION.       A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE   THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED   DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE   MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS   AND INFORMATION LACKING UNDER THE PRIOR REVIEW.       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]       DEVELOPMENT SERVICES HOME PAGE   HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS   REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO   THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE   THEREFORE SUBJECT TO PUBLIC DISCLOSURE.       MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF   FLORIDA SAVING LIVES AND PROPERTY SINCE 1953                                         2018-11-01 09:54:14 BUILDING PLANS EXAMINER PLEASE CHECK THE AMOUNT OF   PENETRATION IN AND OUT OF THE STAIRWELLS FOR THE BDA   SYSTEM SHOWN ON PAGES T5.03. JLEAHY Review Stop E ELECTRICAL Rev No 4 Status P Date 2019-05-29 Cont ID   Sent By jleahy Date 2019-05-29 Time 08:53 Rev Time 0.00 Received By jleahy Date 2019-05-29 Time 08:53 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 3 Status P Date 2019-03-29 Cont ID   Sent By jleahy Date 2019-03-29 Time 13:15 Rev Time 0.00 Received By jleahy Date 2019-03-29 Time 13:15 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 2 Status F Date 2019-02-12 Cont ID   Sent By jleahy Date 2019-02-12 Time 15:43 Rev Time 0.00 Received By jleahy Date 2019-02-11 Time 11:50 Sent To   Notes 2019-02-12 15:46:30 FLORIDA BUILDING CODE 2017 6TH EDITION   FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED   NFPA 70 2014 EDITION       JAKE LEAHY   ELECTRICAL PLANS EXAMINER II   561-805-6713   [email protected]       PAGE 446 T5.03       RISER FOR FIBER OPTIC CABLE IS USING THE STAIRWELL TO   GET TO THE UPPER FLOORS. STAIRWELL CAN NOT BE USED AS   AMEANS TO RUN CABLE THROUGH A BUILDING       FIREMAN'S COMMUNICATION SYSTEM PENETRATES THE STAIRWELL   MORE THAN ONE TIME.           PER FBC B1023.5 (6TH EDITION 2017) PENETRATIONS IN THE   STAIRWELLS ARE FORBIDDEN. PLEASE VERIFY RISER WILL NOT   BE USING STAIRWELLS AS A RACEWAY.             Review Stop E ELECTRICAL Rev No 1 Status F Date 2018-10-31 Cont ID   Sent By jleahy Date 2018-10-31 Time 13:00 Rev Time 0.00 Received By jleahy Date 2018-10-25 Time 11:14 Sent To   Notes 2018-10-31 15:55:50 FLORIDA BUILDING CODE 2017 6TH EDITION   FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED   NFPA 70 2014 EDITION       JAKE LEAHY   ELECTRICAL PLANS EXAMINER II   561-805-6713   [email protected]       PAGE E8.01       1) NOTE #12 STATES SEE GROUNDING RISER, COULD NOT FIND   GROUNDING RISER IN SET.       WHAT MEANS IS GOING TO BE PROVIDED TO HAVE A GEC   AVAILABLE FOR ALL THE SEPARATELY DERIVED SYSTEMS IN   BUILDING?           2) FEEDER SCHEDULE: ON THE ALUMINUM SCHEDULE       4000A FEEDER ONLY HAS AN AMPACITY OF 3465 AMPERES   240.4(C)   3200A FEEDER ONLY HAS AN AMPACITY OF 2692 AMPERES   240.4(C)       WHERE THE OVERCURRENT DEVICE IS RATED OVER 800 AMPERES,   THE AMPACITY OF THE CONDUCTORS IT PROTECTS SHALL BE   EQUAL TO OR GREATER THAN THE   RATING OF THE OVERCURRENT DEVICE DEFINED IN 240.6.           3) FIRE PUMP CONTROLER CIRCUIT IS FED THROUGH LSDP   WHICH CANNOT HAVE OTHER LOADS THAT ARE NOT FIRE PUMP   ASSOCIATED LOADS 695.4(B)(3)(A)(3)       DISCONNECTING MEANS SUPPLIED BY ONE OF THE INDIVIDUAL   SOURCES SPECIFIED IN 695.3(A) CANNOT BE INSTALLED IN   DISTRIBUTION   EQUIPMENT THAT SUPPLIES OTHER THAN FIRE PUMP LOADS.   ?SUFFICIENTLY REMOTE? ALSO CANNOT BE INTERPRETED AS   PERMITTING THE FIRE PUMP   DISCONNECTING MEANS TO BE LOCATED IN A SEPARATE   SWITCHBOARD SECTION OF EQUIPMENT THAT SUPPLIES OTHER   THAN FIRE PUMP LOADS.           4) TRANSFER OF POWER TO FIRE PUMP SHALL TAKE PLACE IN   PUMP ROOM 695.3(F) NOT IN EMERGENCY ELECTRICAL ROOM AND   PUMP ROOM.       TRANSFER OF POWER. TRANSFER OF POWER TO THE FIRE PUMP   CONTROLLER BETWEEN THE INDIVID UAL SOURCE AND ONE   ALTERNATE SOURCE   SHALL TAKE PLACE WITHIN THE PUMP ROOM. [20:9.6.4]           5) A SINGLE MEANS OF DISCONNECT AND ONE ADDITIONAL   DISCONNECT WILL BE PERMITTED BUT NOT TWO PLUS A   TRANSFER SWITCH. 695.4(B)(1)(A,B,C)       A SINGLE DISCONNECT ING MEANS AND ASSOCIATED   OVERCURRENT PROTECTIVE DEVICE(S) SHALL BE PERMITTED TO   BE   INSTALLED BETWEEN THE FIRE PUMP POWER SOURCE(S) AND ONE   OF THE FOLLOWING: [20:9.1.2]   (1) A LISTED FIRE PUMP CONTROLLER   (2) A LISTED FIRE PUMP POWER TRANSFER SWITCH   (3) A LISTED COMBINATION FIRE PUMP CONTROLLER AND POWER   TRANSFER SWITCH           6) FEED FROM FPL TRANSFORMER TO FIRE PUMP CONTROLER TO   ENCASED IN A MINIMUM OF 2"       SERVICE CONDUCTORS AND CONDUCTORS SUPPLIED BY ON-SITE   POWER PRODUCTION FACILITIES SHALL BE PHYSICALLY ROUTED   OUTSIDE A BUILDING(S) AND SHALL   BE INSTALLED AS SERVICE-ENTRANCE CONDUCTORS IN   ACCORDANCE WITH 230.6, 230.9           7) LOAD CALCULATION NEEDS TO BE LAYED OUT SO THE I CAN   UNDERSTAND HOW LOADS WHERE ACHIEVED.       THE CALCULATED LOAD OF A FEEDER OR S ERVICE SHALL NOT   BE LESS THAN THE SUM OF THE LOADS ON THE BRANCH   CIRCUITS SUPPLIED, AS DETERMINED BY   PART II OF THIS ARTICLE, AFTER ANY APPLICABLE DEMAND   FACTORS PERMITTED BY PART III OR IV OR REQUIRED BY PART   V HAVE BEEN APPLIED.   THE AMPACITY OF SERVICE-ENTRANCE CONDUCTORS SHALL NOT   BE LESS THAN EITHER 230.42(A)(1), (A)(2), OR (A)(3).           8) SHOW LOAD CALCULATION FOR 3200 A FEED FROM GENERATOR   TO 4000A TRANSFER SWITCH       THE CALCULATED LOAD OF A FEEDER OR S ERVICE SHALL NOT   BE LESS THAN THE SUM OF THE LOADS ON THE BRANCH   CIRCUITS SUPPLIED, AS DETERMINED BY   PART II OF THIS ARTICLE, AFTER ANY APPLICABLE DEMAND   FACTORS PERMITTED BY PART III OR IV OR REQUIRED BY PART   V HAVE BEEN APPLIED.           9) FAULT CURRENT CALCULATION FOR SERVICE MAINS, AND SUB   PANELS.       THE OVERCURRENT PROTECTIVE DEVICES, THE TOTAL   IMPEDANCE, THE EQUIPMENT SHORT-CIRCUIT CURRENT RATINGS,   AND OTHER CHARACTERISTICS   OF THE CIRCUIT TO BE PROTECTED SHALL BE SELECTED AND   COORDINATED TO PERMIT THE CIRCUIT PROTECTIVE DEVICES   USED TO CLEAR A FAULT TO DO   SO WITHOUT EXTENSIVE DAMAGE TO THE ELECTRICAL EQUIPMENT   OF THE CIRCUIT. THIS FAULT SHALL BE ASSUMED TO BE   EITHER BETWEEN TWO OR   MORE OF THE CIRCUIT CONDUCTORS OR BETWEEN ANY CIRCUIT   CONDUCTOR AND THE EQUIPMENT GROUNDING CONDUCTOR(S)   PERMITTED IN 250.118.   LISTED EQUIPMENT APPLIED IN ACCORDANCE WITH THEIR   LISTING SHALL BE CONSIDERED TO MEET THE REQUIREMENTS OF   THIS SECTION.           10) FOR CIRCUIT BREAKERS 1200 AMPERES AND OVER ARC   ENERGY REDUCTION REQUIRED.       WHERE THE HIGHEST CONTINUOUS CURRENT TRIP SETTING FOR   WHICH THE ACTUAL OVERCURRENT DEVICE INSTALLED IN A   CIRCUIT BREAKER IS RATED   OR CAN BE ADJUSTED IS 1200 A OR HIGHER, 240.87(A) AND   (B) SHALL APPLY.           11) ON RISERS ON PAGES E8.02, E8.03 SYMBOL OF A CIRCLE   AND "M" IN THE MIDDLE AT ALL HIGH VOLTAGE AND LOW   VOLTAGE PANELS?           12) DAS SYSTEM RISER SHOWS SEVERAL PENETRATION OF THE   STAIRWELL. THIS WILL BE REFERED OVER TO THE BUILDING   PLANS EXAMINER FOR REVIEW.         Review Stop ENG ENGINEERING CSD Rev No 2 Status P Date 2019-02-27 Cont ID   Sent By rrossano Date 2019-02-27 Time   Rev Time 0.00 Received By rrossano Date 2019-02-27 Time   Sent To I Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2018-11-13 Cont ID   Sent By mgonzale Date 2018-11-13 Time   Rev Time 1.00 Received By mgonzale Date 2018-11-13 Time   Sent To I Notes 2018-11-13 15:41:06 PERMIT UNDER REVIEW AT ENGINEERING SERVICES. Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status P Date 2019-03-26 Cont ID   Sent By pleduc Date 2019-03-26 Time   Rev Time 0.00 Received By pleduc Date 2019-03-26 Time 08:54 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status P Date 2019-02-20 Cont ID   Sent By pleduc Date 2019-02-20 Time   Rev Time 0.00 Received By pleduc Date 2019-01-25 Time 10:11 Sent To   Notes 2019-02-07 16:17:12 THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,   FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:       PLEASE CONSIDER THE FOLLOWING AS PROVISO:       THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED   AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE   PROVISO COMMENTS WILL RESULT IN A FAILED FIRE   INSPECTION.           1) SHEETS LS 1.06 & 1.09 INDICATE THE TERRACE OCCUPANCY   LOAD AS BUSINESS; HOWEVER, THESE SPACES ARE ASSEMBLY   SPACES AND SHOULD REFLECT ASSEMBLY OCCUPANCY LOADS.       PLEASE CORRECT THE CALCULATIONS.           2) NO DIMENSIONS ARE PROVIDED WITHIN THE CLEAR SPACES   IN THESE AREAS TO CONFIRM THE SQ.FT. AND PROVIDE   ACCURATE OCCUPANCY LOADS CALCULATIONS.       PLEASE PROVIDE THE APPLICABLE DIMENSIONS.               3) THE FLOOR OCCUPANCY CALCULATIONS OF THE ABOVE MAY   NEED TO BE REVISED TO RELFECT THE CHANGES.       PLEASE CORRECT AS APPLICABLE.           4) PLEASE PROVIDE CLOUDED REVISED DRAWINGS AT AN   APPLICABLE TIME TO REFLECT THESE CHANGES.               PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected]                 Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2018-10-18 Cont ID   Sent By pleduc Date 2018-10-18 Time   Rev Time 0.00 Received By pleduc Date 2018-10-15 Time 08:46 Sent To   Notes 2018-10-15 10:26:01 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE   MARSHAL, WITH THE FOLLOWING COMMENTS:           1) SHEET LS 1.01 - THERE IS NO INDICATIONS WHETHER THIS   IS A MIXED OR SEPARATED OCCUPANCY. THERE DOES NOT   APPEAR TO ANY RATED WALL ASSEMBLIES FOR THE CORRIDORS   FROM THE RETAIL SPACES.       PLEASE REVIEW AND CORRECT OF JUSTIFY WITH SPECIFIC CODE   REFERNECES.               2) SHEET LS 0.01 - THERE IS AN INDICATION OF SMOKE   CONTROL HOWEVER, THERE ARE NO CLEAR INDICATIONS OF TYPE   AND NO RATIONAL ANALYSIS SUBMITTED.       PER NFPA 1, CHAPTER 10 , GENERAL SAFETY REQUIREMENTS       10.14.3.4.4 ENGINEERING ANALYSIS AND CALCULATIONS. AN   ENGINEERING ANALYSIS AND CALCULATIONS SHALL BE PROVIDED   WITH THE   FOLLOWING:   (1) SMOKE PROTECTION CALCULATIONS AS FOLLOWS:   (A) SMOKE EXHAUST AND FRESH AIR REQUIREMENTS PER NFPA   92, STANDARD FOR SMOKE CONTROL SYSTEMS   (B) SMOKE MAINTAINED AT A LEVEL SIX FT ABOVE THE FLOOR   OF THE   MEANS OF EGRESS   (C) PROPOSED TESTING PROTOCOL FOR SMOKE SYSTEM AND   PASS/FAIL CRITERIA   (D) CALCULATIONS FOR PERFORMANCE-BASED DESIGN METHODS   ACCEPTED BY THE AHJ   (E) SMOKE AND FIRE MODELING   (F) TIMED EGRESS ANALYSIS   (G) ASSUMED FLOW RATES AND TRAVEL SPEED       PLEASE REVIEW AND PROVIDE.               3) LS 0.01 - THERE IS A COMMAND ROMM INDICATED. PLEASE   ENSURE A GENEREATOR SWITCH AND FIRE SPRINKLER VALVE AND   WATER FLOW PANEL ARE PROVIDED.       PER NFPA 1, CHAPTER 11, BUILDING SERVICES       11.9 EMERGENCY COMMAND CENTER. WHERE REQUIRED,   EMERGENCY   COMMAND CENTERS SHALL COMPLY WITH SECTION 11.9.       11.9.4 THE FOLLOWING SHALL BE PROVIDED IN THE EMERGENCY   COMMAND   CENTER:   (1) THE FIRE DEPARTMENT COMMUNICATION UNIT   (2) A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED   ACCESS TO THE   PUBLIC TELEPHONE SYSTEM   (3) SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL   FLOOR PLAN AND   DETAILING THE BUILDING CORE MEANS OF EGRESS, FIRE   PROTECTION   SYSTEMS, FIRE-FIGHTING EQUIPMENT, AND FIRE DEPARTMENT   ACCESS   (4) WORK TABLE   (5) IF APPLICABLE, HAZARDOUS MATERIAL MANAGEMENT PLANS   FOR THE   BUILDING   11.9.5 WHERE OTHERWISE REQUIRED, THE FOLLOWING DEVICES   OR FUNCTIONS   SHALL BE PROVIDED WITHIN THE EMERGENCY COMMAND CENTER:   (1) THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM UNIT   (2) FIRE DETECTION AND ALARM SYSTEM ANNUNCIATOR UNIT   (3) ANNUNCIATOR VISUALLY INDICATING THE LOCATION OF THE   ELEVATORS AND   WHETHER THEY ARE OPERATIONAL   (4) STATUS INDICATORS AND CONTROLS FOR AIR-HANDLING   SYSTEMS   (5) CONTROLS FOR UNLOCKING STAIRWAY DOORS   SIMULTANEOUSLY   (6) SPRINKLER VALVE AND WATERFLOW DETECTOR DISPLAY   PANELS   (7) EMERGENCY AND STANDBY POWER STATUS INDICATORS   (8) FIRE PUMP STATUS INDICATORS   (9) GENERATOR SUPERVISION DEVICES AND MANUAL START AND   TRANSFER   FEATURES   (10) PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED   BY OTHER   SECTIONS OF THIS CODE   (11) CONTROLS REQUIRED FOR SMOKE CONTROL       AND       PER NFPA 101, CHAPTER 11, SPECIAL STRUCTURES AND HIGH   RISE BUILDINGS       11.8.6* EMERGENCY COMMAND CENTER.   11.8.6.1 AN EMERGENCY COMMAND CENTER SHALL BE PROVIDED   IN A   LOCATION APPROVED BY THE FIRE DEPARTMENT.   11.8.6.2 THE EMERGENCY COMMAND CENTER SHALL CONTAIN THE   FOLLOWING:   (1) VOICE FIRE ALARM SYSTEM PANELS AND CONTROLS   (2) FIRE DEPARTMENT TWO-WAY TELEPHONE COMMUNICATION   SERVICE   PANELS AND CONTROLS WHERE REQUIRED BY ANOTHER SECTION   OF THIS   CODE   (3) FIRE DETECTION AND FIRE ALARM SYSTEM ANNUNCIATION   PANELS   (4) ELEVATOR FLOOR LOCATION AND OPERATION ANNUNCIATORS   (5) ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME   A17.1/CSA B44, SAFETY CODE FOR ELEVATORS AND ESCALATORS   (6) ELEVATOR EMERGENCY POWER SELECTOR SWITCH(ES) WHERE   PROVIDED   IN ACCORDANCE WITH ASME A17.1/CSA B44   (7) SPRINKLER VALVE AND WATERFLOW ANNUNCIATORS   (8) EMERGENCY GENERATOR STATUS INDICATORS   (9) CONTROLS FOR ANY AUTOMATIC STAIRWAY DOOR UNLOCKING   SYSTEM   (10) FIRE PUMP STATUS INDICATORS   (11) TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED   ACCESS TO THE   PUBLIC TELEPHONE SYSTEM   (12) STAIRWAY VIDEO MONITORING EQUIPMENT AS REQUIRED BY   11.8.8           PLEASE REVIEW, ENSURE COMPLIANCE AND PROVIDE AN   APPLICABLE NOTE OF ACKNOWLEDGEMENT.               4 A) SHEET LS 1.09 - TWO EXITS ARE INDICATED FROM THE   OUTSIDE SPACE INTO THE BUSINESS AREA. THESE EXITS DO   NOT APPEAR TO HAVE THE MINIMUM EXIT SEPARATION   REQUIRED.       PER NFPA 101, CHAPTER 12 NEW ASSEMBLY OCCUPANCIES       12.2.5 ARRANGEMENT OF MEANS OF EGRESS.   12.2.5.1 GENERAL.   12.2.5.1.1 MEANS OF EGRESS SHALL BE ARRANGED IN   ACCORDANCE WITH   SECTION 7.5.           7.5.1.3 REMOTENESS SHALL BE PROVIDED IN ACCORDANCE WITH   7.5.1.3.1   THROUGH 7.5.1.3.7.   7.5.1.3.1 WHERE MORE THAN ONE EXIT, EXIT ACCESS, OR   EXIT DISCHARGE IS   REQUIRED FROM A BUILDING OR PORTION THEREOF, SUCH   EXITS, EXIT ACCESSES,   OR EXIT DISCHARGES SHALL BE REMOTELY LOCATED FROM EACH   OTHER AND BE   ARRANGED TO MINIMIZE THE POSSIBILITY THAT MORE THAN ONE   HAS THE   POTENTIAL TO BE BLOCKED BY ANY ONE FIRE OR OTHER   EMERGENCY   CONDITION.       7.5.1.3.2* WHERE TWO EXITS, EXIT ACCESSES, OR EXIT   DISCHARGES ARE   REQUIRED, THEY SHALL BE LOCATED AT A DISTANCE FROM ONE   ANOTHER NOT   LESS THAN ONE-HALF THE LENGTH OF THE MAXIMUM OVERALL   DIAGONAL   DIMENSION OF THE BUILDING OR AREA TO BE SERVED,   MEASURED IN A   STRAIGHT LINE BETWEEN THE NEAREST EDGE OF THE EXITS,   EXIT ACCESSES, OR   EXIT DISCHARGES, UNLESS OTHERWISE PROVIDED IN 7.5.1.3.3   THROUGH   7.5.1.3.5.       PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC CODE   REFERENCES                   4 B) SHEET LS 1.09 - TWO EXITS ARE INDICATED FROM THE   OUTSIDE SPACE INTO THE BUSINESS AREA. THESE EXITS DO   NOT APPEAR TO HAVE THE MINIMUM EXIT SEPARATION   REQUIRED.       PER NFPA 101, CHAPTER 12 NEW ASSEMBLY OCCUPANCIES       12.2.5 ARRANGEMENT OF MEANS OF EGRESS.   12.2.5.1 GENERAL.   12.2.5.1.1 MEANS OF EGRESS SHALL BE ARRANGED IN   ACCORDANCE WITH   SECTION 7.5.           7.5.1.3 REMOTENESS SHALL BE PROVIDED IN ACCORDANCE WITH   7.5.1.3.1   THROUGH 7.5.1.3.7.   7.5.1.3.1 WHERE MORE THAN ONE EXIT, EXIT ACCESS, OR   EXIT DISCHARGE IS   REQUIRED FROM A BUILDING OR PORTION THEREOF, SUCH   EXITS, EXIT ACCESSES,   OR EXIT DISCHARGES SHALL BE REMOTELY LOCATED FROM EACH   OTHER AND BE   ARRANGED TO MINIMIZE THE POSSIBILITY THAT MORE THAN ONE   HAS THE   POTENTIAL TO BE BLOCKED BY ANY ONE FIRE OR OTHER   EMERGENCY   CONDITION.       7.5.1.3.2* WHERE TWO EXITS, EXIT ACCESSES, OR EXIT   DISCHARGES ARE   REQUIRED, THEY SHALL BE LOCATED AT A DISTANCE FROM ONE   ANOTHER NOT   LESS THAN ONE-HALF THE LENGTH OF THE MAXIMUM OVERALL   DIAGONAL   DIMENSION OF THE BUILDING OR AREA TO BE SERVED,   MEASURED IN A   STRAIGHT LINE BETWEEN THE NEAREST EDGE OF THE EXITS,   EXIT ACCESSES, OR   EXIT DISCHARGES, UNLESS OTHERWISE PROVIDED IN 7.5.1.3.3   THROUGH   7.5.1.3.5.           PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC CODE   REFERENCES                       5) SHEET F 1.01 - THERE ARE INDICATIONS OF A FIRE PUMP   TEST HEADER AND FIRE DEPARTMENT CONNECTION AT THE SAME   LOCATION.       PLEASE ENSURE THAT THESE ARE NOT ONE PIECE OF EQUIPMENT   AS THEY ARE TWO DISTINCT PIECES WITH DIFFERENT   FUNCTIONS.       PLEASE REVIEW AND PROVIDE AN APPLICABLE NOTE OF   ACKNOWLEDGEMENT.                   6) SHEET P 1.01 - THERE DOES NOT APPEAR TO BE ANY CLEAR   INDICATIONS OF A FLOOR DRAIN IN THE FIRE PUMP ROOM       PER NFPA 20, CHAPTER 4, GENERAL REQUIREMENTS       4.12.7* DRAINAGE.   4.12.7.1 FLOORS SHALL BE PITCHED FOR ADEQUATE DRAINAGE   OF ESCAPING   WATER AWAY FROM CRITICAL EQUIPMENT SUCH AS THE PUMP,   DRIVER, CONTROLLER, AND SO FORTH.   4.12.7.2 THE PUMP ROOM OR PUMP HOUSE SHALL BE PROVIDED   WITH A FLOOR DRAIN THAT WILL DISCHARGE TO A FROST-FREE   LOCATION.                   7) SHEET A 4.01 - THE IS AN INDICATION OF A FUEL TANK   IN THE FUEL TANK ROOM; HOWEVER, THERE ARE NO DETAILS   PROVIDED ON THE FUEL TANK.       THIS FUEL TANK PROVIDE EMERGENCY POWER AND SHALL COMPLY   WITH NFPA       PER NFPA 110       7.9.1.1 ALL FUEL TANKS AND SYSTEMS SHALL BE INSTALLED   AND MAINTAINED   IN ACCORDANCE WITH NFPA 30, FLAMMABLE AND COMBUSTIBLE   LIQUIDS CODE; NFPA 37, STANDARD FOR THE INSTALLATION   AND USE OF   STATIONARY COMBUSTION ENGINES AND GAS TURBINES; NFPA   54, NATIONAL   FUEL GAS CODE; AND NFPA 58, LIQUEFIED PETROLEUM GAS   CODE.   7.9.3.1* GALVANIZED FUEL LINES SHALL NOT BE USED.   7.9.3.2 APPROVED FLEXIBLE FUEL LINES SHALL BE USED   BETWEEN THE   PRIME MOVER AND THE FUEL PIPING.       7.9.11 ALL MANUAL FUEL SYSTEM VALVES SHALL BE OF THE   INDICATING   TYPE.   7.9.12.1 A MINIMUM CLEARANCE OF 0.9 M (36 IN.) SHALL BE   MAINTAINED ON ALL SIDES.       PLEASE PROVIDE DETAILS.               8) THERE IS AN INDICATION OF A FUEL TANK WITHIN THE   GENERATOR ROOM. THERE IS NO INDICATION IF THIS TANK IS   DOUBLE WALLED OR THERE IS CONTAIMENT.       PER NFPA 30       9.13* CONTAINMENT, DRAINAGE, AND SPILL CONTROL.   9.13.1 STORAGE AREAS SHALL BE DESIGNED AND OPERATED TO   PREVENT   THE DISCHARGE OF LIQUIDS TO PUBLIC WATERWAYS, PUBLIC   SEWERS,   OR ADJOINING PROPERTY, UNLESS SUCH DISCHARGE HAS BEEN   SPECIFICALLY   APPROVED.       PLEASE PROVIDE SPECIFIC DETAILS FOR SPILL CONTAINMENT.           9) SHEET A 4.01 AND M 1.01 - THERE IS AN INDICATION OF   A GENERATOR AND EXHAUST PIPING, HOWEVER, THERE ARE NO   DETAILS.       THE INSTALLATION OF THE GENERATOR SHALL BE UNDER   SEPARATE PERMIT APPLICATION       PER NFPA 110       7.10 EXHAUST SYSTEM.   7.10.1 THE EXHAUST SYSTEM EQUIPMENT AND INSTALLATION,   INCLUDING   PIPING, MUFFLER, AND RELATED ACCESSORIES, SHALL BE IN   ACCORDANCE WITH NFPA37, STANDARD FOR THE INSTALLATION   AND USE OF   STATIONARY COMBUSTION ENGINES AND GAS TURBINES, AND   OTHER APPLICABLE   STANDARDS.   7.10.2 EXHAUST SYSTEM INSTALLATION SHALL BE GASTIGHT TO   PREVENT   EXHAUST GAS FUMES FROM ENTERING INHABITED ROOMS OR   BUILDINGS   AND TERMINATE IN SUCH A MANNER THAT TOXIC FUMES CANNOT   REENTER A BUILDING OR STRUCTURE, PARTICULARLY THROUGH   WINDOWS,   AIR VENTILATION INLETS, OR THE ENGINE AIR-INTAKE   SYSTEM.   7.10.3* EXHAUST PIPING SHALL BE CONNECTED TO THE PRIME   MOVER   BY MEANS OF A FLEXIBLE CONNECTOR AND SHALL BE   INDEPENDENTLY   SUPPORTED THEREAFTER SO THAT NO DAMAGING WEIGHT OR   STRESS IS   APPLIED TO THE ENGINE EXHAUST MANIFOLD OR TURBOCHARGER.       PLEASE PROVIDE SPECIFIC DETAILS AND SPEC SHEETS.               10) SHEET AE 4.01 - DOORS # 115A, 115C AND 122A   INDICATION THEIR SWING TO WHAT APPEARS TO BE AGAINST   THE PATH OF TRAVEL.       PER NFPA 101, CHAPTER 7, MEANS OF EGRESS       7.2.1.4.2 DOOR LEAF SWING DIRECTION. DOOR LEAVES   REQUIRED TO BE   OF THE SIDE-HINGED OR PIVOTED-SWINGING TYPE SHALL SWING   IN THE   DIRECTION OF EGRESS TRAVEL UNDER ANY OF THE FOLLOWING   CONDITIONS:   (1) WHERE SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD   OF 50 OR   MORE, EXCEPT UNDER ANY OF THE FOLLOWING CONDITIONS:   (A) DOOR LEAVES IN HORIZONTAL EXITS SHALL NOT BE   REQUIRED TO   SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE PERMITTED   BY 7.2.4.3.8.1 OR 7.2.4.3.8.2.   (B) DOOR LEAVES IN SMOKE BARRIERS SHALL NOT BE REQUIRED   TO   SWING IN THE DIRECTION OF EGRESS TRAVEL IN EXISTING   HEALTH   CARE OCCUPANCIES, AS PROVIDED IN CHAPTER 19.   (2) WHERE THE DOOR ASSEMBLY IS USED IN AN EXIT   ENCLOSURE, UNLESS   THE DOOR OPENING SERVES AN INDIVIDUAL LIVING UNIT THAT   OPENS   DIRECTLY INTO AN EXIT ENCLOSURE   (3) WHERE THE DOOR OPENING SERVES A HIGH HAZARD   CONTENTS AREA       PLEASE REVIEW THE OCCUPANCY LOAD CALCULATIONS AND   POTENIAL EGRESS THRU THESE DOORS AND CORRECT OF JUSTIFY   WITH SPECIFIC DETAILS.                       11) SHEET LS 1.06 - THERE IS AN OPEN/PUBLIC SPACE WITH   AN INDICATED OCCUPANCY LOAD OF 100 SQ FT 1 OCC.       THIS IS AN ASSEMBLY SPACE PER THE FFPC WITH AN   OCCUPANCY LOAD OF 15 SQ FT/PERSON OR 106 PERSONS.       BASED ON THIS NEW OCCUPANCY LOAD THE DOORS/GATES   LEADING INTO THE GARAGE AREA SHALL SWING IN THE PATH OF   TRAVEL.       PLEASE REVIEW AND OR JUSTIFY WITH SPECIFIC CODE   REFERENCES.                   12 A) SHEET LS 1.09 - THERE IS AN OPEN/PUBLIC SPACE   WITH AN INDICATED OCCUPANCY LOAD OF 100 SQ FT 1 OCC. ;   14 PERSONS       THIS IS AN ASSEMBLY SPACE PER THE FFPC WITH AN   OCCUPANCY LOAD OF 15 SQ FT/PERSON OR 89 PERSONS.       BASED ON THIS NEW OCCUPANCY LOAD THE DOORS LEADING INTO   THE OFFICE AREA SHALL SWING IN THE PATH OF TRAVEL IN   ADDITIONAL OF MEETING THE SEPARATION REQUIRED AS PER #   4 ABOVE.       PLEASE REVIEW AND OR JUSTIFY WITH SPECIFIC CODE   REFERENCES.               12 B) SHEET LS 1.09 - THERE IS AN OPEN/PUBLIC SPACE   WITH AN INDICATED OCCUPANCY LOAD OF 100 SQ FT 1 OCC. ;   16 PERSONS       THIS IS AN ASSEMBLY SPACE PER THE FFPC WITH AN   OCCUPANCY LOAD OF 15 SQ FT/PERSON OR 199 PERSONS.       BASED ON THIS NEW OCCUPANCY LOAD THE DOORS LEADING INTO   THE OFFICE AREA SHALL SWING IN THE PATH OF TRAVEL IN   ADDITIONAL OF MEETING THE SEPARATION REQUIRED AS PER #   4 ABOVE.       PLEASE REVIEW AND OR JUSTIFY WITH SPECIFIC CODE   REFERENCES.                           13) SHEET FA 1.02 - THERE IS A PULL STATION AT STAIRWAY   # 3 THAT IS INDICATED MORE THAN 5' FROM THE EXIT DOOR.       THOUGH THIS IS NOT THE SHOP DRAWING IT NEEDS TO BE   CALLED OUT FOR CORRECTION.           PLEASE REVIEW AND CORRECT.               14) SHEET FA 1.02 - THERE IS NO PULL STATION LOCATED AT   THE REAR OFFICE EXIT DOOR 201 FROM THE OFFICE AREA.       THOUGH THIS IS NOT THE SHOP DRAWING IT NEEDS TO BE   CALLED OUT FOR CORRECTION.           PLEASE REVIEW AND CORRECT.           15) SHEET FA 1.02 - THERE IS A PULL STATION INDICATED   ON THE ELEVATOR WALL BY STAIRWAY # 5, SHEET AE 4.02   DOES NOT INDICATE AND EXIT DOOR AT THAT LOCATION.       THERE IS NO EXIT DOOR SHOWN ON THIS PLAN SHEET AT   STAIRWAY # 5 AS COMPARED TO AE 4.02 WHICH INDICATES A   COMPLETLY DIFFERENT STAIRWAY DESIGN.       THOUGH THIS IS NOT THE SHOP DRAWING IT NEEDS TO BE   CALLED OUT FOR CORRECTION.           PLEASE REVIEW AND CORRECT               16) SHEET FA 1.03 - THERE IS A PULL STATION INDICATED   ON THE ELEVATOR WALL BY STAIRWAY # 5, SHEET AE 4.03   DOES NOT INDICATE AND EXIT DOOR AT THAT LOCATION.       THOUGH THIS IS NOT THE SHOP DRAWING IT NEEDS TO BE   CALLED OUT FOR CORRECTION.           PLEASE REVIEW AND CORRECT               17) SHEET FA 1.04 - THERE IS NO PULL STATION LOCATED AT   THE REAR OFFICE EXIT DOOR 401 FROM THE OFFICE AREA.       THOUGH THIS IS NOT THE SHOP DRAWING IT NEEDS TO BE   CALLED OUT FOR CORRECTION.           PLEASE REVIEW AND CORRECT.                   18) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET   REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE   ABOVE.                   19) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE   RE-SUBMITTAL OF THE ABOVE.               PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected]         Review Stop G GAS REVIEW Rev No 2 Status P Date 2020-05-19 Cont ID   Sent By shill Date 2020-05-19 Time 14:49 Rev Time 0.00 Received By shill Date 2020-05-19 Time 14:49 Sent To   Notes 2020-05-19 14:50:20 GAS REVIEW WAS PASSED BY CCOLE UNDER 20031021 REVISION Review Stop G GAS REVIEW Rev No 1 Status N Date 2019-02-25 Cont ID   Sent By gjohnson Date 2019-02-25 Time 15:44 Rev Time 0.00 Received By gjohnson Date 2019-02-25 Time 15:44 Sent To   Notes 2019-02-25 15:46:00 GAS PLAN REVIEW   A GAS PLAN HAS NOT BEEN INCLUDED IN THIS SUBMITTAL   PACKAGE. A GAS PLAN REVIEW HAS NOT BEEN PERFORMED AT   THIS TIME. A SEPARATE GAS PERMIT AND PLANS WILL BE   REQUIRED FOR A CONTRACTOR TO PERFORM THE RELATED WORK.   PROVIDE COMPLETE PLANS, APPLIANCE/ EQUIPMENT   SPECIFICATIONS AND GAS RISER THAT REFLECT THE ENTIRE   SCOPE OF GAS WORK TO BE DONE. WPB AMEND. TO FBC SEC.   107.2.1.       GAS APPLIANCES SHALL BE LISTED AND LABELED PER THE   FBC-R, SEC. G2404.3.   GAS APPLIANCES SHALL BE LISTED AND LABELED PER FBC-FUEL   GAS SEC. 301.3.       A SEPARATE PERMIT AND PLANS IS REQUIRED FOR THE GAS   INSTALLATION OR MODIFICATION OF SYSTEM.           GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]     Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2019-06-17 Cont ID   Sent By shill Date 2019-06-17 Time 05:54 Rev Time 0.00 Received By shill Date 2019-05-01 Time 14:43 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2019-04-23 Cont ID   Sent By lmarchan Date 2019-04-23 Time 10:05 Rev Time 0.00 Received By lmarchan Date 2019-03-15 Time 11:37 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2019-02-27 Cont ID   Sent By dbattles Date 2019-02-27 Time 14:13 Rev Time 0.00 Received By dbattles Date 2019-01-22 Time 16:00 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2018-12-13 Cont ID   Sent By lmarchan Date 2018-12-13 Time 16:01 Rev Time 0.00 Received By lmarchan Date 2018-09-25 Time 16:19 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 3 Status P Date 2019-08-22 Cont ID   Sent By dbattles Date 2019-08-22 Time 09:14 Rev Time   Received By lmarchan Date 2019-03-07 Time 10:24 Sent To   Notes 2019-08-22 09:01:38 RECEUOT 2019-0822-299 - $835,310.68 - PAID 2019-06-14 15:50:07 MU-2019-008419     2019-03-23 10:22:36 REVIEW IN PROGRESS WITH PBC IMPACT OFFICE. 2019-03-07 10:24:36 3/7/19 - EMAILED IMPACT FEE OFFICE. LEM Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status F Date 2019-02-27 Cont ID   Sent By dbattles Date 2019-02-27 Time 14:13 Rev Time 0.00 Received By dbattles Date 2019-02-27 Time 14:13 Sent To   Notes 2019-02-27 14:16:04 PLEASE UPLOAD PALM BEACH IMPACT FEE QUESTIONARE IN   PREPARATION FOR PBC IMPACT FEE REVIEW.       109 FBC[AMENDED] PLANS WILL BE REVIEWED BY THE PBC   IMPACT FEE OFFICE DIGITALLY VIA PROJECTDOX UPON   NOTIFICATION BY THIS OFFICE. NOTIFICATION MAY OCCUR   WHEN PLANS ARE NEAREST FINAL FORM. YOU MAY COORDINATE   WITH THE IMPACT FEE OFFICE AT (561) 233-5025 OR SIMPLY   UPLOAD THE MUNICIPAL IMPACT FEE QUESTIONNAIRE FORM TO   YOUR PROJECT AND NAME THE FILE MUNICIPAL IMPACT FEE   QUESTIONNAIRE. THE FORM CAN BE FOUND AT: HTTP://DISCOVE   R.PBCGOV.ORG/PZB/ADMINISTRATION/PDF/IMPACTFEES/FORMS/QU   ESTIONNAIRE.PDF UPON APPROVAL AND FEE PAYMENT, PLEASE   UPLOAD THE RECEIPT TO YOUR PROJECT OR EMAIL IT TO   [email protected] Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2018-12-10 Cont ID   Sent By jwitmer Date 2018-12-10 Time 13:38 Rev Time 0.00 Received By jwitmer Date 2018-11-26 Time 10:54 Sent To   Notes 2018-12-10 13:38:26 IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE   ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.   ONE SET OF PLANS WILL HAVE TO BE TAKEN (BY THE   CONTRACTOR OR REPRESENTATIVE) TO THE PALM BEACH COUNTY   IMPACT FEE OFFICE LOCATED AT 2300 N. JOG RD. ROOMS   2W01-2W14 WEST PALM BEACH, FL. THE ACTUAL PERMIT SET OF   PLANS MUST BE STAMPED BY THAT OFFICE, AND A COPY OF THE   PAID RECEIPT ATTACHED TO THE PERMIT APPLICATION. PLEASE   CALL (561)233-5025 FOR MORE INFORMATION.       JAMES A. WITMER 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 M MECHANICAL (A/C) Rev No 4 Status P Date 2019-05-13 Cont ID   Sent By ccole Date 2019-05-13 Time 10:36 Rev Time 0.00 Received By ccole Date 2019-05-10 Time 15:38 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 3 Status F Date 2019-04-01 Cont ID   Sent By ccole Date 2019-04-01 Time 12:37 Rev Time 0.00 Received By ccole Date 2019-03-29 Time 10:05 Sent To   Notes 2019-04-01 12:37:38 3RD REVIEW FBC-2017 MECHANICAL   PERMIT #18090469   360 S. ROSEMARY   4/1/19   CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017   FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017   FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION   2017   FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH   EDITION 2017       1) THE REQUEST BY TLC ENGINEERING TO ADD THE FOLLOWING   ITEMS TO THE DEFERRED SUBMITTAL IS ACCEPTED:   A) AC COOLING AND HEATING CALCULATIONS.   B) MINIMUM VENTILATION CALCULATIONS FOR ALL ROOMS AND   SPACES.   C) COMMISSIONING PLAN: THE PLAN IS THE FIRST STEP IN   THE PROCESS WHICH CULMINATES WITH SUBMITTAL OF A FINAL   COMMISSIONING REPORT.       2) REVISED M1.01 PLAN ERRORS AND OMISSIONS:   A) KEYNOTE #3 IS BEING USED TO INDICATE BOTH EXHAUST AT   THE GENERATOR ROOM AND AIR INTAKE OPENING FOR THE LOBBY   AND CORE ROOMS AND SPACES. THE REQUESTED DAMPER AT THE   INLET NOT SHOWN- SECTION C403.2.4.3 FBC EC.   B) AH-DX-1-1 AND AH-DX-1-2 NOT IDENTIFIED- SECTION   107.2.1 WPB.   C) AH-DX-1-7 IN THE POWER ROOM NOT SHOWN- SECTION   107.2.1 WPB.   D) NOTE #5 INDICATES A FIRE-RATED ENCLOSURE FOR THE   TANK ROOM MAKE UP AIR DUCT WHICH IS NOT REQUIRED,   HOWEVER FIRE DAMPERS ARE REQUIRED AT THE DUCT   PENETRATIONS OF FIRE-RATED WALLS- SECTION 607.5.2 FBC   M.   E) THE EXHAUST DUCT RUN FROM THE TANK ROOM TO THE   EXTERIOR OF THE BUILDING IS NOT SHOWN, AND NO DUCT   SPECIFICATIONS HAVE BEEN PROVIDED- TYPE AND SIZE OF   DUCT, TERMINATION LOCATION AND CLEARANCES ETC- SECTION   510 FBC M.   F) CONSTRUCTION DETAILS FOR THE FIRE-RATED EXHAUST DUCT   ENCLOSURE NOT PROVIDED. THE RESPONSE NARRATIVE FROM TLC   IS CALLING THIS OUT AS AN "INTERSTITIAL WALL". NO NOTES   ON THE PLAN PROVIDED- SECTION 713.2 FBC B.   G) THE LETTER DAIKIN CERTIFYING THE INSTALLATIONS OF   THE OUTDOOR CONDENSERS IN THE ENCLOSED GARAGES IS NOT   ACCEPTED: 1) IT IS INDICATING THE UNITS ARE TO BE   INSTALLED IN AN "OPEN GARAGE" AND NOT AN ENCLOSED   GARAGE. 2) THE LETTER IS FROM BECAUSE A SALES MANAGER,   AND ALTERNATE DESIGNS AND METHODS MUST BE SUBMITTED BY   A LICENSED DESIGN PROFESSIONAL. THE MANUFACTURER'S   TECHNICAL DEPARTMENT CAN PROVIDE INSTALLATION DETAILS   FOR INDOOR INSTALLATIONS THAT WOULD BE ACCEPTABLE IF   THE DETAILS BEAR A SHOP DRAWING STAMP OF APPROVAL BY   THE ENGINEER OF RECORD FOR THE PROJECT. PLEASE NOTE   THAT THE LETTER MUST ADDRESS ALL THE CONDENSERS ON ALL   FLOORS THAT ARE BEING INSTALLED IN THE ENCLOSED   GARAGES- SECTION 304.1 FBC M.   H) RETURN AIR MISSING FROM THE ENGINEERING ROOM-   SECTION 601.6 FBC M.       3) REVISED M1.02 PLAN ERRORS AND OMISSIONS:   A) NO O/A PRESSURIZATION PROVIDED FOR THE FIRE RESCUE   ROOM- SECTION 404.3 FBC M.       4) REVISED M1.03 PLAN ERRORS AND OMISSIONS:   A) NO O/A PRESSURIZATION PROVIDED FOR THE FIRE RESCUE   ROOM- SECTION 404.3 FBC M.   B) THE PLAN APPEARS TO SHOW A 4" ROUND DUCT SUPPLYING   660 CFMS OF CONDITIONED SUPPLY AIR TO THE FUTURE   OFFICE, HOWEVER THE AIRFLOW ARROW SHOWN BY THE 12X10   OPENING IS IS MOST LIKELY REVERSED. I'M ASSUMING THIS   IS SUPPOSED TO INDICATE THE O/A SUPPLY. PLEASE CORRECT   AND PROVIDE NOTES TO CLARIFY- SECTION 107.2.1 WPB.   C) NO TEXT HAS BEEN PROVIDED AT KEYED NOTE #6.       5) REVISED M1.04:   A) NO O/A PRESSURIZATION PROVIDED FOR THE FIRE RESCUE   ROOM- SECTION 404.3 FBC M.   B) IT APPEARS THE O/A SUPPLY DUCT LAYOUT IS INCOMPLETE.   NO INLET LOCATION IS SHOWN, NO NOTES- SECTION 107.2.1   WPB.       6) REVISED M1.05:   A) NO O/A PRESSURIZATION PROVIDED FOR THE FIRE RESCUE   ROOM- SECTION 404.3 FBC M.   B) SEE COMMENT #4B ABOVE FOR SIMILAR DEFICIENCY.       7) REVISED M1.06:   A) NO O/A PRESSURIZATION PROVIDED FOR THE FIRE RESCUE   ROOM- SECTION 404.3 FBC M.   B) NO TEXT PROVIDED FOR NOTES #4 & 5- SECTION 107.2.1   WPB.       8) REVISED M1.07:   A) NO O/A PRESSURIZATION PROVIDED FOR THE FIRE RESCUE   ROOM- SECTION 404.3 FBC M.   B) NO TEXT PROVIDED FOR NOTES #4 & 5- SECTION 107.2.1   WPB.       9) REVISED M1.08:   A) NO O/A PRESSURIZATION PROVIDED FOR THE FIRE RESCUE   ROOM- SECTION 404.3 FBC M.   B) NO TEXT PROVIDED FOR NOTES #4 & 5- SECTION 107.2.1   WPB.       10) M1.09: PLACE NOTES ON THE PLAN TO SHOW THE   LOCATIONS OF THE O/A, THE TOILET EXHAUST, AND THE SMOKE   EXHAUST SMOKE SHAFTS-   A) PROVIDE MOTORIZED FIRE/SMOKE DAMPERS AT THE EXHAUST   AND AIR INLET OPENINGS AT THE SHAFTS- SECTION 607.5.5   FBC M.       PLEASE NOTE THE FOLLOWING:   1) SEPARATE PERMITS ARE REQUIRED FOR THE FUTURE   RESTAURANT AND OFFICES, KITCHEN EXHAUST HOODS AND FIRE   SUPPRESSION SYSTEM, WALK IN COOLERS AND FREEZERS.   2) DEFERRED SUBMITTALS   REQUIRED SUBMITTALS LISTED BELOW SHALL HAVE SHOP   DRAWING STAMPS BY THE EOR AND BE IN THE FIELD AT TIME   OF INSPECTION.   1) SMOKE CONTROL FANS INCLUDING SMOKE EXHAUST FANS, AND   STAIRWELL AND ELEVATOR PRESSURIZATION FANS.   2) FIRE DAMPERS AND FIRE/SMOKE DAMPERS.   3) MOTORIZED AND BAROMETRIC DAMPERS   4) DUCT SMOKE DETECTORS   5) LOUVERS FOR EXHAUST AND OUTSIDE AIR INTAKES   INCLUDING MANUFACTURER'S SPECIFICATIONS AND FL. PRODUCT   APPROVALS AND/OR MIAMI-DADE NOA'S   6) AC STAND NOA'S OR FL. PRODUCT APPROVALS   7) C0, N02, & CO2 SENSORS, AND REFRIGERANT LEAK   DETECTORS.   8) COOLING TOWERS   9) FACTORY BUILT DUCTWORK   10) DUCT FIRE WRAPPING   11) CLOTHES DRYERS   12) COOKING APPLIANCES   13) TEST AND BALANCE REPORTS   14) SMOKE CONTROL TEST REPORTS.       SUBMITTALS TO BE PROVIDED TO THE BUILDING DEPARTMENT   FOR REVIEW.   1) SIGNED AND SEALED STRUCTURAL ENGINEERING FOR   INSTALLATION OF ALL EXTERIOR MECHANICAL EQUIPMENT AND   APPLIANCES. ALTERNATELY, SIGNED AND SEALED, OR   DELEGATED ENGINEERING MAY BE AVAILABLE ONSITE AT THE   TIME OF INSPECTION. PLEASE NOTE THAT DELEGATED   ENGINEERING SHALL BEAR THE SHOP DRAWING STAMP OF THE   STRUCTURAL ENGINEER RECORD.   2) GENERATORS AND FUEL TANKS AND ALL ASSOCIATED   EQUIPMENT, VENT FLUES, AND FUEL OIL PIPING.   3) BOILERS AND WATER HEATERS INCLUDING COMBUSTION AIR   DUCTS AND VENT FLUES.   4) COMMISSIONING REPORTS       WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT   CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]         Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2019-02-25 Cont ID   Sent By ccole Date 2019-02-25 Time 15:41 Rev Time 0.00 Received By ccole Date 2019-02-20 Time 09:48 Sent To   Notes 2019-02-25 15:43:11 2ND REVIEW FBC-2017 MECHANICAL   PERMIT #18090469   360 S. ROSEMARY   2/22/19       CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017   FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017   FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION   2017   FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH   EDITION 2017       PLAN REVIEW RESULTS: DENIED       THIS 2ND MECHANICAL REVIEW WILL REFERENCE COMMENTS FROM   THE 1ST REVIEW DATED 11/19/18       1A) OK       1B) REQUESTED AC CALCULATIONS NOT SUBMITTED.       1C) ENERGY CALCULATIONS: A) COOLING TOWER COMPLIANCE   DATA MISSING. B) MANY OF THE DX SYSTEMS SHOWN IN THE   SCHEDULE ON SHEET M8.02 MISSING. C) LOBBY SYSTEMS SHOWN   HAVE INCORRECT CAPACITIES AND EER THAT DO NOT MATCH THE   SCHEDULE. D) THE RETAIL AND OFFICE 2-5 SYSTEMS INCLUDED   IN THE CALCS ARE NOT SHOWN ON THE PLANS.       2) OK- DEFERRED SUBMITTALS WILL BE ACCEPTED.       3A) COMMENT STILL EXISTS: CO REQUIREMENT- PLEASE   ACKNOWLEDGE A COMMISSIONING REPORT WILL BE PROVIDED.       3B) COMMENT STILL EXISTS: CO REQUIREMENT- PLEASE   ACKNOWLEDGE A SMOKE CONTROL COMMISSIONING REPORT WILL   BE PROVIDED.       4) COMMENT STILL EXISTS: PLEASE ACKNOWLEDGE SEPARATE   PLANS AND PERMITS ARE REQUIRED FOR THE KITCHEN EXHAUST   HOODS, FIRE SUPPRESSION SYSTEMS, AND WALK-IN COOLERS.       5) COMMENT STILL EXISTS: ACCORDING TO THE RESPONSE   NARRATIVE FROM TLC ENGINEERING, VENTILATION   CALCULATIONS INCLUDING THE REQUIRED OUTSIDE AIR AND   EXHAUST HAVE BEEN PLACED ON SHEET M8.03, HOWEVER ALL   THE PRINT ON THE PLAN SHEET IS TOO FAINT TO READ EXCEPT   FOR THE PARKING GARAGE CALCULATION SCHEDULE.       7) COMMENT STILL EXISTS (SHEET M0.1): VENTILATION AIR   NOT PROVIDED TO LOBBY 110, ELEV. LOBBY 110A, AND FIRE   COMM. 111. THE RESUBMITTED LAYOUT PLAN DOES SHOW CFMS   AT DIFFUSER AND RETURN AND EXHAUST GRILL LOCATIONS, AND   AS PREVIOUSLY NOTED NO VENTILATION CALCULATIONS HAVE   BEEN PROVIDED FOR THE MAIN CORE ROOMS AND SPACES. A)   THE NEW OUTSIDE AIR DUCT AND EXHAUST OPENINGS NEED TO   BE PROTECTED WITH LOUVERS THAT COMPLY WITH THE AMCA   STANDARD 550- SECTIONS 401.5 & 501.3.2 FBC M. PLEASE   PROVIDE SUBMITTALS INCLUDING MANUFACTURER'S PRODUCT   SPEC SHEETS, AND FL. PRODUCT APPROVALS AND/OR   MIAMI-DADE NOA'S FOR THE LOUVERS (MAY BE DEFERRED).       8) COMMENT STILL EXISTS (M0.1): EXHAUST VENTILATION   CALCULATIONS NOT PROVIDED WITH THE EXCEPTION OF THE   PARKING GARAGE/LOADING DOCK AREA. PLEASE PROVIDE THE   CONTROL SEQUENCE FOR THE SMOKE EXHAUST SYSTEM IN THE   GARAGE/LOADING AREA, AND A SUBMITTAL FOR THE SENSORS-   SECTION 404.2 FBC M. A) THE PLAN INDICATES EF-1-1 AND   EF-1-2 DISCHARGING INTO THE ENCLOSED GARAGE WHICH IS   PROHIBITED PER SECTION 501.3 FBC M.       9) OK       10) COMMENT STILL PARTIALLY EXISTS (M0.1): THE RESPONSE   NARRATIVE FROM TLC INDICATES A MOTORIZED DAMPER TO BE   INSTALLED AT THE RETAIL O/A INTAKE OPENING, HOWEVER   NOTE #5 SPECIFIES A BACKDRAFT DAMPER.       11) COMMENT HAS BEEN PARTIALLY ADDRESSED, HOWEVER THE   DESIGN HAS THESE DEFICIENCIES (M0.1): A) A FIRE DAMPER   CANNOT BE INSTALLED IN THE HAZARDOUS EXHAUST DUCT   OPENING FOR THE TANK ROOM- SECTION 510..6.7 FBC M, AND   THE EXHAUST DUCT SHALL BE ENCLOSED IN FIRE-RESISTANT   RATED CONSTRUCTION FROM THE POINT OF PENETRATION TO THE   OUTLET TERMINAL. B) MINIMUM 10' CLEARANCE REQUIRED FROM   THE TANK ROOM EXHAUST DUCT OUTLET TO THE VENTILATION   INTAKE OPENING FOR THE GENERATOR ROOM.       12) OK       13) OK- SMOKE CONTROL COMMISSIONING REPORT REQUIRED.       14) COMMENT STILL EXISTS (M0.1): THE CONDENSING UNITS   SHALL BE INSTALLED OUTDOORS IN ACCORDANCE WITH THEIR   LISTING. INSTALLING THESE UNITS IN AN ENCLOSED SPACE   WILL REQUIRE A LETTER FROM THE MANUFACTURER TO CERTIFY   THE ALTERNATIVE INSTALLATION METHOD.       15) COMMENT STILL EXISTS (M0.1): NO CONTROL SEQUENCE   PROVIDED FOR THE EXHAUST SYSTEM IN THE ENCLOSED   GARAGE/LOADING AREA.       16) COMMENTS 16A, B, C, D, & E STILL EXIST (M0.1): FUEL   AND TANK VENT PIPING NOW SHOWN ON PLUMBING PLANS. ALL   OTHER COMMENTS NOT ADDRESSED INCLUDING THE SUBMITTAL OF   THE GENERATOR AND FUEL TANK SPECS. PLEASE NOTE THAT THE   GENERATOR SHALL BE CLASSIFIED AS LEVEL 1- SEE SECTION   4.4.1 NFPA 110. THE GENERATOR SHALL ALSO BE UL 2200   LISTED AND LABELED, AND IN COMPLIANCE WITH NFPA 37-   SECTION 915.1 FBC M. REFER TO NFPA 30 FOR REQUIRED   LISTING AND LABELING OF THE FUEL TANK. A) INDICATE THE   EPSS STANDBY LOADS AND EMERGENCY LOADS AS OUTLINED IN   SECTIONS 403.4.8.3 AND 403.4.8.4 FBC B. B) REFER TO   SECTIONS 4.2 AND 4.3, AND TABLES 4.1 (A) AND 4.1(B)   NFPA 110 AND INDICATE THE CLASSIFICATION AND TYPE OF   EPSS SYSTEM TO BE INSTALLED.       17) COMMENT STILL EXISTS (M0.1 & M2.04): MINIMUM 10?   CLEARANCE REQUIRED FROM THE TANK ROOM EXHAUST TO THE   GENERATOR INTAKE LOUVER- SECTION 501.3.1 FBC M.       18) COMMENT STILL EXISTS (M0.1): NO CLEARANCE HEIGHT   FROM GRADE PROVIDED- 10? REQUIRED PER SECTION 501.3.1   FBC M.       19) OK       20) OK- SMOKE CONTROL COMMISSIONING REPORT REQUIRED.       21) COMMENT STILL EXISTS (M0.1): REQUESTED SMOKE PURGE   CALCULATIONS NOT PROVIDED. THE SMOKE ANALYSIS PROVIDES   ONLY THE REQUIREMENT OF AN EXHAUST AIR CHANGE EVERY 15   MINUTES FOR THE AREA INVOLVED. HOW WERE THE FANS SIZED   TO MEET THAT REQUIREMENT?       22) COMMENT STILL EXISTS (M1.02, 1.03, 1.04, 1.05,   1.06, 1.07, 1.08): A) NO EXHAUST CALCULATIONS PROVIDED.   B) NO MAKEUP AIR PROVIDED FOR THE EXHAUST SYSTEMS. C)   THE LOCATIONS OF THE EXHAUST OUTLETS DO NOT APPEAR TO   BE LOCATED IN THE AREA OF THE HEAVIEST CONCENTRATIONS   OF CONTAMINANTS. ADDITIONAL EXHAUST OUTLETS OR   CIRCULATION FANS MAY HAVE TO BE PROVIDED- SECTION   502.1.1 FBC M. D) THERE IS A NOTE ON SHEET M1.02 THAT   STATES "IF GARAGE IS ENCLOSED, DESIGN DOESN?T WORK"   PLEASE REMOVE OR CORRECT THE NOTE. E) M1.08: PLEASE   CLARIFY THE NEED FOR THE DUCTS TO EXTEND BELOW THE SLAB   AS IS NOTED ON THE PLAN.       23) OK       24) COMMENT STILL EXISTS ((M1.02, 1.03, 1.04, 1.05,   1.06, 1.07, 1.08): A) NO VENTILATION AIR PROVIDED TO   THE ELEVATOR AND GARAGE LOBBIES. B) THE EXHAUST FROM   EF'S -2-2, 3-2, 4-2, 5-2, 6-2, 7-2, 8-2 SHALL DISCHARGE   TO THE OUTDOORS- SECTION 501.3 FBC M.       25) OK- FUTURE OFFICE SPACES UNDER SEPARATE PERMIT.       26) OK       27) OK       28) COMMENT STILL EXISTS (M2.03 & M.401): PLEASE   COMPLY.       29) COMMENT STILL PARTIALLY EXISTS (M6.01): THE RISER   DRAWING FOR STAIR #2 SHOWS 6 INJECTION POINTS AT 3920   CFMS EACH, HOWEVER THE FAN HAS A TOTAL CAPACITY OF ONLY   7920 CFMS. PLEASE SEE PAGE 1 OF THE SMOKE ANALYSIS   WHICH INDICATES 1320 CFMS AT EACH INJECTION POINT.       30 & 31) ACKNOWLEDGED THAT THE REFRIGERANT RISER AND   THE WIND LOAD ENGINEERING WILL BE DEFERRED SUBMITTALS.   PLEASE PROVIDE A MASTER LIST OF ALL DEFERRED SUBMITTALS   ON THE PLANS OR AS A SEPARATELY UPLOADED DOCUMENT.           WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT   CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]                                 Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2018-11-19 Cont ID   Sent By ccole Date 2018-11-19 Time 10:12 Rev Time 0.00 Received By ccole Date 2018-11-13 Time 09:59 Sent To   Notes 2018-11-19 10:19:32 1ST REVIEW FBC-2017 MECHANICAL   PERMIT #18090469   360 S. ROSEMARY   11/19/18       CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017   FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017   FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION   2017   FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH   EDITION 2017       PLAN REVIEW RESULTS: DENIED.       THE MECHANICAL PLANS HAVE FAILED FOR THE DEFICIENCIES   AND OMISSIONS LISTED BELOW. PLEASE REVIEW ALL COMMENTS,   INCLUDING THOSE LISTED FOR ADVISORY PURPOSES, AND   RESUBMIT CORRECTED PLANS AND REQUIRED DOCUMENTS. WHEN   RESUBMITTING, PLEASE PROVIDE A RESPONSE LETTER   ADDRESSING EACH ITEM ALONG WITH THE CITY RE-SUBMITTAL   FORM.   PRIOR TO MECHANICAL PERMIT ISSUANCE, THE GENERAL   CONTRACTOR AND MECHANICAL SUB-CONTRACTOR FOR THE   PROJECT ARE REQUESTED TO ATTEND A MEETING AT THE WPB   BUILDING DEPARTMENT WITH THE STAFF- CHIEF MECHANICAL   INSPECTOR, PLANS EXAMINER, AND OTHERS- TO DISCUSS   TIMELINES AND GUIDELINES FOR INSPECTIONS AND THE   DOCUMENT SUBMITTAL PROCESS . FURTHER INFORMATION WILL   FOLLOW ONCE ALL PLANS ARE APPROVED.       1) THE FOLLOWING LIST OF DOCUMENTS WERE NOT SUBMITTED   BUT ARE REQUIRED IN ORDER TO PERFORM A COMPLETE   MECHANICAL REVIEW FOR THE PROJECT.       A) SMOKE CONTROL RATIONAL ANALYSIS- SECTION 513.4 FBC   M: A RATIONAL ANALYSIS SUPPORTING THE TYPES OF SMOKE   CONTROL SYSTEMS TO BE EMPLOYED, THEIR METHODS OF   OPERATION, THE SYSTEMS SUPPORTING THEM AND THE METHODS   OF CONSTRUCTION TO BE UTILIZED SHALL ACCOMPANY THE   SUBMITTED CONSTRUCTION DOCUMENTS AND SHALL INCLUDE, BUT   NOT BE LIMITED TO, THE ITEMS INDICATED IN SECTIONS   513.4.1 THROUGH 513.4.7.       B) AC COOLING AND HEATING CALCULATIONS- SECTION   C403.2.1 FBC EC: DESIGN LOADS ASSOCIATED WITH HEATING,   VENTILATING AND AIR CONDITIONING OF THE BUILDING SHALL   BE DETERMINED IN ACCORDANCE WITH ANSI/ASHRAE/ACCA   STANDARD 183 OR ACCA MANUAL N OR BY AN APPROVED   EQUIVALENT COMPUTATIONAL PROCEDURE USING THE DESIGN   PARAMETERS SPECIFIED IN CHAPTER 3. HEATING AND COOLING   LOADS SHALL BE ADJUSTED TO ACCOUNT FOR LOAD REDUCTIONS   THAT ARE ACHIEVED WHERE ENERGY RECOVERY SYSTEMS ARE   UTILIZED IN THE HVAC SYSTEM IN ACCORDANCE WITH THE   ASHRAE HVAC SYSTEMS AND EQUIPMENT HAND-BOOK BY AN   APPROVED EQUIVALENT COMPUTATIONAL PROCEDURE. DESIGN   LOADS SHALL BE ATTACHED TO THE CODE COMPLIANCE FORM   SUBMITTED TO THE BUILDING DEPARTMENT WHEN THE BUILDING   IS PERMITTED OR, IN THE EVENT THE MECHANICAL PERMIT IS   OBTAINED AT A LATER TIME, THE SIZING CALCULATION SHALL   BE SUBMITTED WITH THE APPLICATION FOR THE MECHANICAL   PERMIT.       C) ENERGY EFFICIENCY COMPLIANCE REPORT- SECTION C401.2   FBC EC.   COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE   FOLLOWING:   1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,   EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.   2. THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN   ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH   SECTION C406 AND TENANT SPACES SHALL COMPLY WITH   SECTION C406.1.1.   3. THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,   C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING   ENERGY COST SHALL 'E EQUAL TO OR LESS THAN 85 PERCENT   OF THE STANDARD REFERENCE DESIGN BUILDING.   PLEASE REVIEW SECTION C101.5.1 FBC EC: THE FLORIDA   BUILDING COMMISSION SHALL APPROVE SPECIFIC COMPUTER   SOFTWARE. THE CODE OFFICIAL SHALL BE PERMITTED TO   APPROVE WORKSHEETS, COMPLIANCE MANUALS AND OTHER   SIMILAR MATERIALS THAT MEET THE INTENT OF THIS CODE.       2) PRODUCT AND ENGINEERING SUBMITTAL DOCUMENTS REQUIRED   TO PERFORM A COMPLETE MECHANICAL PLAN REVIEW, AND TO   PERFORM COMPLETE INSPECTIONS ON THE PROJECT.       A) SMOKE CONTROL FANS, DUCTS, FIRE/SMOKE DAMPERS.       B) FIRE DAMPERS       C) MOTORIZED AND BAROMETRIC DAMPERS       D) DUCT SMOKE DETECTORS       E) LOUVERS FOR EXHAUST AND OUTSIDE AIR INTAKES   INCLUDING MANUFACTURER'S SPECIFICATIONS AND FL. PRODUCT   APPROVALS AND/OR MIAMI-DADE NOA'S       F) C0, N02, & CO2 SENSORS       G) COOLING TOWERS       H) GENERATOR       I) ACCESS PANELS       J) DUCT FIRE WRAPPING       K) FIRESTOPPING AND FIRE CAULKING       L) CONDENSER WATER PIPING AND PIPE INSULATION.       M) WIND LOAD ENGINEERING FOR THE ROOFTOP MECHANICAL   EQUIPMENT INCLUDING THE COOLING TOWER, OA UNIT,   PRESSURIZATION FANS AND CURBS, CONDENSER STANDS AND   BRACKETS, DUCTS AND DUCT SUPPORTS, HEAT EXCHANGERS,   PUMPS AND WATER PIPING ETC. PLEASE INCLUDE FL. PRODUCT   APPROVALS AND/OR MIAMI-DADE NOA'S FOR THE CONDENSER   STANDS AND MOUNTING BRACKETS.   PLEASE NOTE: ALL SUBMITTALS AND SHOP DRAWINGS SHALL   BEAR THE APPROVAL STAMP AND SIGNATURE OF THE DESIGN   PROFESSIONAL OF RECORD. ALL REQUIRED SUBMITTALS MAY BE   DEFERRED IN ACCORDANCE WITH SECTION 107.3.4.1 WPB. IT   WILL BE HELPFUL TO UPLOAD A MASTER LIST OF DEFERRED   SUBMITTALS IN DOCUMENT FORM, OR IN THE FORM OF NOTES ON   THE MECHANICAL PLANS.       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       3) SUBMITTAL DOCUMENTS REQUIRED FOR FINAL MECHANICAL   PLAN REVIEW AND INSPECTION APPROVALS, AND CO OF THE   BUILDING.       A) COMMISSIONING REPORT- COMMISSIONING OF THE   MECHANICAL SYSTEMS, SERVICE WATER HEATING SYSTEMS, AND   ELECTRICAL POWER AND LIGHTING SYSTEMS IS REQUIRED PER   SECTION C408.2 FBC-17 ENERGY CONSERVATION.   PLEASE NOTE THE FOLLOWING REQUIREMENTS LISTED BELOW.       C408.2. MECHANICAL SYSTEMS AND SERVICE WATER-HEATING   SYSTEMS COMMISSIONING AND COMPLETION REQUIREMENTS.   PRIOR TO THE FINAL MECHANICAL AND PLUMBING INSPECTIONS,   THE LICENSED DESIGN PROFESSIONAL, ELECTRICAL ENGINEER,   MECHANICAL ENGINEER OR APPROVED AGENCY SHALL PROVIDE   EVIDENCE OF MECHANICAL SYSTEMS COMMISSIONING AND   COMPLETION IN ACCORDANCE WITH THE PROVISIONS OF THIS   SECTION.   CONSTRUCTION DOCUMENT NOTES SHALL CLEARLY INDICATE   PROVISIONS FOR COMMISSIONING AND COMPLETION   REQUIREMENTS IN ACCORDANCE WITH THIS SECTION AND ARE   PERMITTED TO REFER TO SPECIFICATIONS FOR FURTHER   REQUIREMENTS. COPIES OF ALL DOCUMENTATION SHALL BE   GIVEN TO THE OWNER OR OWNER?S AUTHORIZED AGENT AND MADE   AVAILABLE TO THE CODE OFFICIAL UPON REQUEST IN   ACCORDANCE WITH SECTIONS C408.2.4 AND C408.2.5.       C408.2.1. COMMISSIONING PLAN.   A COMMISSIONING PLAN SHALL BE DEVELOPED BY A LICENSED   DESIGN PROFESSIONAL, ELECTRICAL ENGINEER, MECHANICAL   ENGINEER OR APPROVED AGENCY AND SHALL INCLUDE THE   FOLLOWING ITEMS:   1. A NARRATIVE DESCRIPTION OF THE ACTIVITIES THAT WILL   BE ACCOMPLISHED DURING EACH PHASE OF COMMISSIONING,   INCLUDING THE PERSONNEL INTENDED TO ACCOMPLISH EACH OF   THE ACTIVITIES.   2. A LISTING OF THE SPECIFIC EQUIPMENT, APPLIANCES OR   SYSTEMS TO BE TESTED AND A DESCRIPTION OF THE TESTS TO   BE PERFORMED.   3. FUNCTIONS TO BE TESTED INCLUDING, BUT NOT LIMITED   TO, CALIBRATIONS AND ECONOMIZER CONTROLS.   4. CONDITIONS UNDER WHICH THE TEST WILL BE PERFORMED.   TESTING SHALL AFFIRM WINTER AND SUMMER DESIGN   CONDITIONS AND FULL OUTSIDE AIR CONDITIONS.   5. MEASURABLE CRITERIA FOR PERFORMANCE'       B) COMMISSIONING OF THE SMOKE CONTROL SYSTEM IS   REQUIRED IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN   THE SLS RATIONAL ANALYSIS REPORT. PLEASE REVIEW PAGES   28-36 OF THE REPORT. IT IS REQUIRED THAT THE SYSTEMS BE   TESTED BY AN APPROVED SMOKE CONTROL INSPECTOR WHO IS A   REGISTERED DESIGN PROFESSIONAL AND WHO HAS EXPERTISE IN   FIRE PROTECTION ENGINEERING AND/OR MECHANICAL   ENGINEERING.   PRIOR TO COMMISSIONING THE SMOKE CONTROL SYSTEM,   DETAILED SMOKE CONTROL TESTING SCENARIOS ARE REQUIRED   TO BE DEVELOPED BY THE SMOKE CONTROL SPECIAL INSPECTOR   AS REQUIRED BY SECTION 909.19.8 FBC B, AND ARE REQUIRED   TO BE REVIEWED BY THE WPB BUILDING AND FIRE   DEPARTMENTS.   PAGE 36: A FINAL REPORT SHOULD BE COMPLIED BY THE   PROJECT'S SMOKE CONTROL SPECIAL INSPECTOR AS REQUIRED   BY SECTION 909.18.8.3 FBC B. A COPY OF THE REPORT   SHOULD BE SUBMITTED TO THE WPB BUILDING AND FIRE   DEPARTMENTS, AND AN IDENTICAL COPY SHOULD BE MAINTAINED   IN AN APPROVED LOCATION (E.G. THE FIRE COMMAND CENTER)   IN THE BUILDING.       4) SEPARATE MECHANICAL PERMITS REQUIRED: SEPARATE   PERMITS ARE REQUIRED FOR KITCHEN EXHAUST HOODS AND FIRE   SUPPRESSION SYSTEMS, WALK-IN COOLERS AND FREEZERS.       5) PROVIDE MINIMUM VENTILATION CALCULATIONS FOR ALL   ROOMS AND SPACES PER TABLE 403.3.1.1 FBC-17 MECHANICAL.   PROVIDE A SCHEDULE THAT INDICATES THE REQUIRED AND   PROVIDED CFMS OF OUTDOOR AIR. IT APPEARS THAT THE   REQUIRED CALCULATIONS WERE TO BE PLACED ON THE BLANK   SHEET M8.03 WHICH BEARS A SMALL NOTE REFERENCING THE   CALCULATIONS.       6) SHEET M1.1: THERE ARE NO AC SYSTEMS PROVIDED FOR THE   RETAIL AREAS. PLEASE LABEL THESE AREAS AS "FUTURE" IF   APPLICABLE, AND NOTE THAT ALL INTERIOR SPACES INTENDED   FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH ACTIVE OR   PASSIVE SPACE-HEATING SYSTEMS- SECTION 309.1 FBC-M.       7) M1.1: NO VENTILATION AIR (O/A) PROVIDED TO THE   ELEVATOR LOBBIES, CORRIDOR, FIRE RESCUE, FIRE COMMAND   AND OTHER OCCUPIED ROOMS AND SPACES- SEE SECTIONS   401.2, 402.1, 403.1, 403.2 AND TABLE 403.3.1.1 FBC M.   O/A. HOW WILL POSITIVE PRESSURE ME MAINTAINED IN THESE   AREAS THAT ARE ADJACENT TO THE GARAGE AREA WHERE   EXHAUST IS REQUIRED?       8) PROVIDE EXHAUST VENTILATION CALCULATIONS AND THE   SEQUENCE OF OPERATION FOR THE   A) ENCLOSED GARAGE/LOADING DOCK AREA.   B) DIESEL TANK ROOM.   C) FIRE PUMP ROOM.   D) SHOP.   E) RESTROOM   F) SMOKE PURGE SYSTEMS.       9) M1.1: THE EXHAUST SYSTEMS FOR THE FIRE PUMP ROOM,   SHOP, AND RESTROOM SHALL DISCHARGE TO THE OUTDOORS AND   NOT THE INTERIOR GARAGE AREA- SECTION 501.3.       10) M1.1: AUTOMATIC SHUT OFF DAMPERS EITHER MOTORIZED   OR GRAVITY-TYPE ARE REQUIRED ON ALL O/A INTAKES AND   EXHAUST OPENINGS- SECTION C403.2.4.3 FBC EC.       11) M1.1: THE MAKEUP AIR OPENING AT THE DIESEL TANK   ROOM/GARAGE WALL IS NOT PERMITTED. ALL AIR FROM THE   GARAGE SHALL BE EXHAUSTED AND NOT TRANSFERRED OR   RECIRCULATED INTO ADJACENT SPACES- TABLE 403.3.1.1.   FOOTNOTE B.       12) M1.1: THE LOCATION OF OPEN AIR INTAKE (TIL-1-1) BY   THE DRIVE AREA IS NOT IN COMPLIANCE WITH SECTION 401.4   (2) FBC M.       13) M1.1: THE "EXIT PASSAGEWAY" OR "STAIRWAY EXTENSION"   FROM STAIR #1 IS MISLABELED AS AN "EGRESS CORRIDOR".   PLEASE SEE SECTION 202 DEFINITIONS, AND SECTION 1023   1024 FBC B. PLEASE NOTE THAT THIS PASSAGE WAY OR   EXTENSION IS ALSO CLASSIFIED AS A SMOKEPROOF ENCLOSURE   AND SHALL BE PRESSURIZED EQUALLY TO THE PRESSURIZATION   REQUIRED FOR THE STAIRWAY DURING AN EMERGENCY ALARM   EVENT- SEE SECTION 1023.11.1 FBC B.       14) M1.1: THE CONDENSING UNITS (CU'S) SHOWN IN THE   INTERIOR GARAGE AREA ARE DESIGNED TO BE INSTALLED IN   ACCORDANCE WITH THE CONDITIONS OF THEIR LISTING AND THE   MANUFACTURER'S INSTALLATION INSTRUCTIONS- SECTION 304.1   FBC M. TYPICALLY THESE UNITS MUST BE INSTALLED   OUTDOORS.       15) M1.1: AS NOTED ABOVE IN COMMENT #8, THERE IS NO   SEQUENCE OF OPERATION FOR THE EXHAUST SYSTEM IN THE   GARAGE AREA. PLEASE REFER TO SECTIONS 404.1 & 404.2 FBC   M AND PROVIDE A NARRATIVE TO CLARIFY HOW THIS SYSTEM   WILL FUNCTION, AND SUBMIT MANUFACTURER'S SPECIFICATIONS   AND INSTALLATION INSTRUCTIONS FOR THE CO AND NO2   SENSORS- SEE COMMENT #2 ABOVE.       16) M1.1 GENERATOR/DIESEL TANK: A) SUBMIT   MANUFACTURER'S SPECIFICATIONS FOR THE GENERATOR AND   DIESEL TANK, FUEL AND VENT PIPES, MUFFLER, AND ALL   OTHER ASSOCIATED SYSTEM COMPONENTS. B) SUBMIT A COPY OF   THE UL CERTIFICATE OF COMPLIANCE FOR THE GENERATOR   INDICATING THE UNIT MEETS THE REQUIREMENTS OF UL 2200.   C) SHOW THE TERMINATION LOCATION OF THE ENGINE EXHAUST   VENT PIPE. D) SHOW THE FUEL PIPING RUN FROM THE TANK TO   THE GENERATOR AND INDICATE HOW THE PIPE PENETRATION   WILL BE FIRESTOPPED. E) PLEASE REVIEW SECTION 7.7.1   NFPA 110. AN AC SYSTEM MAY BE REQUIRED FOR THE   GENERATOR ROOM IN ORDER TO LIMIT THE MAXIMUM AIR   TEMPERATURE IN THE ROOM TO THE MAXIMUM AMBIENT AIR   TEMPERATURE AS REQUIRED BY THE GENERATOR MANUFACTURER.       17) M1.1: INDICATE THE CLEARANCE DISTANCE BETWEEN THE   GENERATOR ROOM INTAKE AND EXHAUST LOUVERS- SECTIONS   401.4 AND 501.3.1 FBC M.       18) M1.1: INDICATE THE CLEARANCE DISTANCE HEIGHT OF THE   PFSP-1 & 2, AND EF-1-5 EXHAUST OUTLETS TO THE ADJOINING   GRADE- SECTION 501.3.1 (2) FBC M.       19) M1.1: PROVIDE A CONDENSATE DISPOSAL PLAN FOR THE   AIR HANDLERS- SECTION 307.2 FBC M. PLEASE NOTE THAT NO   PIPE SIZES OR PIPE DETAILS ARE PROVIDED ON THE RISER   DRAWING- SHEET M4.01.       20) LS1.01: THE LIFE SAFETY PLAN SHOWS AN INTERSTITIAL   SPACE WHERE STAIR #2 IS EXTENDED VIA AN EXIT PASSAGEWAY   TO STAIR #6. PLEASE NOTE THAT THERE ARE NO MECHANICAL   PLANS UPLOADED FOR THIS SPACE, AND THE EXIT PASSAGEWAY   IS MISLABELED AS AN EGRESS CORRIDOR. THE PASSAGEWAY AND   STAIR #6 ARE ALSO SMOKEPROOF ENCLOSURES THAT NEED TO BE   PRESSURIZED DURING AN EMERGENCY ALARM- SEE COMMENTS #1A   & #13 ABOVE AND CORRECT THE RISER DRAWINGS ON SHEET   M6.01.       21) M1.1: PROVIDE SIZING CALCULATIONS FOR THE SMOKE   PURGE SYSTEMS- SECTION 403.4.7 FBC B.       22) M1.2, 1.3, 1.4, 1.5, 1.6, 1.7, & M1.8: THE NOTES ON   THE PLAN INDICATE THE DESIGN PROFESSIONALS HAVE NOT   DECIDED WHETHER THE GARAGE IS DESIGNED AS "OPEN" OR   "ENCLOSED", BUT HAVE STATED THAT THE CURRENT DESIGN   WILL NOT WORK FOR ENCLOSED GARAGES? PLEASE CLARIFY THAT   STATEMENT AND NOTE THAT ENCLOSED GARAGES SHALL HAVE   MECHANICAL EXHAUST VENTILATION SYSTEMS DESIGNED IN   ACCORDANCE WITH SECTION 404 FBC M. THE CURRENT PLAN   SHOWS THE GARAGE EXHAUST FANS LOCATED IN ONE REMOTE   CORNER OF THE GARAGE WHICH MAY LIMIT THEIR ABILITIES TO   EXHAUST THE ENTIRE AREA OF THE GARAGES- PLEASE SEE   SECTION 502.1.1 FBC M. A) THE EXHAUST FAN SCHEDULE FOR   THE GARAGES ON M8.02 SHOWS THE FANS INTERLOCKED WITH   CO/NO2 SENSORS. PLEASE SHOW THE SENSOR LOCATIONS ON THE   PLAN AND PROVIDE A SEQUENCE OF OPERATION. B) PROVIDE   EXHAUST VENTILATION CALCULATIONS FOR EACH GARAGE- TABLE   403.3.1.1 FBC M.       23) LS1.02, 1.03, 1.04, 1.05, 1.06, 1.07, 1.08, 1.09 &   LS1.10: INTERIOR EXIT STAIRWAY ENCLOSURES (STAIR #1 &   #2) SHALL HAVE 2-HR. FIRE-RATED WALLS, HOWEVER THE   DRAWINGS APPEAR TO INDICATE A SMALL SECTION OF THE   ENCLOSURE IS ONLY 1-HR. RATED AT THE LOCATIONS OF THE   PRESSURIZATION DUCT SHAFTS. PLEASE REVIEW SECTION 1023   FBC B.       24) M1.2, 1.3, 1.4, 1.5, 1.6, 1.7, M1.8: A) NO   VENTILATION AIR PROVIDED TO OCCUPIED ROOMS- SECTION   401.2 B) THE EXHAUST FROM EF-2 SHALL DISCHARGE TO THE   OUTDOORS- SECTION 501.3 FBC M. C) NO VENTILATION OR   SPACE HEATING PROVIDED TO THE OFFICES ON THE SOUTH AND   WEST SIDES OF THE BUILDING DESPITE NOTES ON THE M1.02 &   M1.04 PLANS REFERENCING EQUIPMENT- SECTIONS 309.1 &   401.2 FBC M. IT APPEARS THESE AREAS ARE SHELL SPACES TO   BE BUILT OUT AT A FUTURE DATE. PLEASE PLACE NOTES ON   THE PLANS TO CLARIFY, AND SHOW HOW O/A WILL BE   PROVIDED.       25) M1.09: NO VENTILATION OR SPACE HEATING PROVIDED TO   THE OFFICES- SECTIONS 309.1 & 401.2 FBC M. IT APPEARS   THESE AREAS ARE SHELL SPACES TO BE BUILT OUT AT A   FUTURE DATE. PLEASE PLACE NOTES ON THE PLANS TO   CLARIFY.       26) M2.01: DUCT SMOKE DETECTORS ARE REQUIRED IN THE   SUPPLY SYSTEM OF AC-9-1- SECTION 606.2.1 FBC M.       27) M2.02: INDICATE WHICH FLOORS THIS "TYPICAL" DRAWING   PERTAINS TO AND WHICH AC SYSTEMS. SHOW THE LOCATION OF   THE REQUIRED DUCT SMOKE DETECTOR- SECTION 606.2.1 FBC   M.       28) M2.03 & M.401: A) PROVIDE THE CONDENSATE PIPE SIZES   IN THE RISER DRAWING. B) INDICATE WHERE THE CONDENSATE   BRANCH PIPES ARE DISCHARGING TO, OR HOW THEY ARE ALL   CONNECTING INTO A MAIN STORM DRAIN. C) THE NOTE ON   M.401 REFERENCES RISER CONTINUATIONS ON M.203. PLEASE   NOTE THESE CONTINUATIONS ON M.203.       29) M.601: PLEASE CORRECT STAIR #1 & 2 PRESSURIZATION   RISERS IN ACCORDANCE WITH COMMENTS #1A, 13 & 20.       30) PROVIDE A REFRIGERANT RISER DRAWING FOR THE DX   SYSTEMS- SECTION 304.1 FBC M.       31) PROVIDE WIND LOAD ENGINEERING FOR INSTALLATION OF   ALL ROOFTOP MECHANICAL EQUIPMENT- SECTION 301.15 FBC M.   THIS INFORMATION CAN BE PROVIDED WITH THE CORRECTED   PLANS, OR AS A DEFERRED SUBMITTAL- SEE COMMENT #2.           WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT   CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   401 CLEMATIS STREET   WEST PALM BEACH FL 33401   561-805-6719   [email protected]     Review Stop P PLUMBING Rev No 3 Status P Date 2019-03-25 Cont ID   Sent By gjohnson Date 2019-03-25 Time 15:50 Rev Time 0.00 Received By gjohnson Date 2019-03-25 Time 15:50 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 2 Status F Date 2019-02-25 Cont ID   Sent By gjohnson Date 2019-02-25 Time 15:36 Rev Time 0.00 Received By gjohnson Date 2019-02-20 Time 08:59 Sent To   Notes 2019-02-25 15:36:52 2ND REVIEW: 18090469   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.PLEASE SHOW ALL STACKS WITH TAGS ON THE FLOOR PLANS   SHEETS P1.02-P1.11. PER WPB AMEND TO FBC 107.2.1   2. THERE IS 2 P9-01 SHEETS THE SHEET FROM 1ST SUBMITTAL   NEEDS TO BE REMOVED. PER WPB AMEND TO FBC 107.2.1   3. THE JANITORS SINK AND WATER FOUNTAINS ON THE 18TH   FLOOR ARE MISSING FROM THE FLOOR PLANS SHEETS P1.10 AND   P4.11 PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1   4. PLEASE PROVIDE PIPING DETAIL FOR THE GREASE   INTERCEPTOR. PER WPB AMEND TO FBC 107.2.1   5. MANUFACTURE SPECIFICATIONS FOR THE FUEL OIL SYSTEM   AND TANKS AND GENERATOR IS REQUIRED FOR APPROVAL. PER   WPB AMEND TO FBC 107.2.1       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop P PLUMBING Rev No 1 Status F Date 2018-12-10 Cont ID   Sent By gjohnson Date 2018-12-10 Time 06:29 Rev Time 0.00 Received By gjohnson Date 2018-11-26 Time 11:02 Sent To   Notes 2018-12-10 11:37:37 1ST REVIEW:   2017 FLORIDA BUILDING CODE 6TH EDITION   2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION   2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION   2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION   2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH   EDITION   2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH   EDITION       PLUMBING COMMENTS:       1. PLEASE SHOW COMPLIANCE WITH THE FOLLOWING FBC ACC   2017 6TH EDITION.   A) 604.2 LOCATION.THE WATER CLOSET SHALL BE POSITIONED   WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE.   THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES   MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR   PARTITION.   B) 604.3.1 SIZE.CLEARANCE AROUND A WATER CLOSET SHALL   BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE   SIDE WALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR   FROM THE REAR WALL. SHOW DIMENSIONS ON CLEAR FLOOR   SPACE.   C) 604.4 SEATS.THE SEAT HEIGHT OF A WATER CLOSET ABOVE   THE FINISH FLOOR SHALL BE 17 INCHES MINIMUM AND 19   INCHES MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS   SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION.   D) 604.5.1 SIDE WALL.THE SIDE WALL GRAB BAR SHALL BE 42   INCHES LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM   FROM THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM   THE REAR WALL.   E) 604.5.2 REAR WALL.THE REAR WALL GRAB BAR SHALL BE 36   INCHES LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF   THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24   INCHES MINIMUM ON THE OTHER SIDE.   F) 609.4 POSITION OF GRAB BARS.GRAB BARS SHALL BE   INSTALLED IN A HORIZONTAL POSITION, 33 INCHES (840 MM)   MINIMUM AND 36 INCHES (915 MM) MAXIMUM ABOVE THE FINISH   FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE.   G) 604.7 DISPENSERS.TOILET PAPER DISPENSERS SHALL   COMPLY WITH 309.4 AND SHALL BE 7 INCHES MINIMUM AND 9   INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO   THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE   DISPENSER SHALL BE 15 INCHES MINIMUM AND 48 INCHES   MAXIMUM ABOVE THE FINISH FLOOR.   H) 603.3 MIRRORS.MIRRORS LOCATED ABOVE LAVATORIES OR   COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF   THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE   FINISH FLOOR OR GROUND.   I) 606.2 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE   COMPLYING WITH 305, POSITIONED FOR A FORWARD APPROACH,   AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE   PROVIDED.   J) 606.3 HEIGHT.LAVATORIES AND SINKS SHALL BE INSTALLED   WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER   SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR   GROUND.   K) THE SHOWER IN THE MANAGERS BATHROOM ON THE 1ST FLOOR   SHALL COMPLY WITH ONE OF THE FOLLOWING.   608.2.1 TRANSFER TYPE SHOWER COMPARTMENTS.TRANSFER TYPE   SHOWER COMPARTMENTS SHALL BE 36 INCHES BY 36 INCHES   CLEAR INSIDE DIMENSIONS MEASURED AT THE CENTER POINTS   OF OPPOSING SIDES AND SHALL HAVE A 36 INCH WIDE MINIMUM   ENTRY ON THE FACE OF THE SHOWER COMPARTMENT. CLEARANCE   OF 36 INCHES WIDE MINIMUM BY 48 INCHES LONG MINIMUM   MEASURED FROM THE CONTROL WALL SHALL BE PROVIDED.   608.2.2 STANDARD ROLL-IN TYPE SHOWER   COMPARTMENTS.STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS   SHALL BE 30 INCHES WIDE MINIMUM BY 60 INCHES DEEP   MINIMUM CLEAR INSIDE DIMENSIONS MEASURED AT CENTER   POINTS OF OPPOSING SIDES AND SHALL HAVE A 60 INCHES   WIDE MINIMUM ENTRY ON THE FACE OF THE SHOWER   COMPARTMENT.   608.2.3 ALTERNATE ROLL-IN TYPE SHOWER   COMPARTMENTS.ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS   SHALL BE 36 INCHES WIDE AND 60 INCHES DEEP MINIMUM   CLEAR INSIDE DIMENSIONS MEASURED AT CENTER POINTS OF   OPPOSING SIDES.A 36 INCH WIDE MINIMUM ENTRY SHALL BE   PROVIDED AT ONE END OF THE LONG SIDE OF THE   COMPARTMENT.       2. PROVIDE MANUFACTURE SPECIFICATIONS FOR THE FUEL OIL   FILL STATION, AUTOMATIC FUEL POLISHER, WATER HEATER,   ELEVATOR SUMP PUMP, GREASE INTERCEPTOR AND DOMESTIC   WATER BOOSTER PUMP.       3. SHT. P1.01 THE BACK PREVENTER'S ON THE DOMESTIC   WATER MAIN AND FIRE LINE MAINS SHALL BE INSTALLED AS   CLOSE AS POSSIBLE TO THE WATER METERS. PLEASE CONTACT   DAVE PEARSON 822-2242 WPB UTILITIES DEPT.       4. PLEASE PLACE NOTES ON THE PLAN SEPARATE PERMITS ARE   REQUIRED FOR BACKFLOWS, GREASE INTERCEPTORS. PER WPB   AMEND TO FBC 107.2.1       5. THE PLAN SHOWS 3000 GAL. GREASE INTERCEPTOR THE   MAXIMUM SIZE ALLOWED IN WPB IS 1250 GAL. PLEASE CONTACT   JEFFERY ODOMS 822-2172 WPB UTILITIES DEPT.       6. PROVIDE SIZING CALCULATIONS FOR THE GREASE   INTERCEPTORS. PER WPB AMEND TO FBC 107.2.1       7. SANITARY FACILITY'S WILL BE REQUIRED FOR THE RETAIL   SPACE ON FST FLOOR WILL THERE BE ANY ROUGH PIPING   INSTALLED ON THIS PROJECT. PER FBC PL 403.1       8. PLEASE LABEL ALL STACKS AND RISERS ON THE FLOOR   PLANS AND ISOMETRIC DRAWINGS FOR THE SANITARY, WATER   AND STORM DRAIN. WPB AMEND TO FBC 107.2.1       9. WHAT IS THE CONDENSATE RECYCLED WATER BEING USED FOR   PLEASE PROVIDE PIPING DIAGRAM AND SHOW PIPING ON FLOOR   PLAN. WPB AMEND TO FBC 107.2.1       10. SHTS. P-1.02 THRU P-1.10 SHOW PIPING SIZES AND   LABEL STACKS. WPB AMEND TO FBC 107.2.1       11. SHT P-1.10 SHOWS A NOTE THAT STATES 4"   STORM/OVERFLOW FROM ABOVE BUT NO PIPING IS SHOWN PLEASE   CLARIFY. WPB AMEND TO FBC 107.2.1       12. SHT. SHT. P4.01 PLEASE CLARIFY WHAT G.C.O. STANDS   FOR. LOCATED BETWEEN LINE F AND G. WPB AMEND TO FBC   107.2.1       13. PROVIDE PLUMBING FIXTURE BREAKDOWN PER FLOOR. WPB   AMEND TO FBC 107.2.1       14. SHT. P-4.02B A WATER FOUNTAIN IS REQUIRED FOR   OFFICE SPACE. PER FBC PL TABLE 403.1       15. THE THERMOSTATIC MIXING VALVE FOR THE TEMPERED   WATER TO THE LAVATORY'S SHALL COMPLY WITH ASSE 1070   PLEASE PROVIDE MANUFACTURES SPECIFICATIONS TO VERIFY   COMPLIANCE. PER FBC PL 416.5       16. SHT. P5.02 THE POLISHING SYSTEM FOR THE FUEL OILS   NOT SHOWN AS BEING PIPED INTO THE REST OF THE SYSTEM   PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1       17. PROVIDE THE MSDS SHEETS FOR THE FUEL OIL USED BY   GENERATOR. . PER WPB AMEND TO FBC 107.2.1       18. SHT. P-9.02 SHOW ON THE PLAN THE PIPE SLOPE AND ON   THE PIPE ITSELF SHOW THE SQFT AND OR GPM. . PER WPB   AMEND TO FBC 107.2.1       19. PROVIDE A SANITARY COLLECTION ISOMETRIC DRAWING. .   PER WPB AMEND TO FBC 107.2.1       20. PROVIDE A COMPLETE WATER ISOMETRIC DRAWING. . PER   WPB AMEND TO FBC 107.2.1       21. PROVIDE DETAIL TO SHOW COMPLIANCE WITH FBC PL   308.6 SWAY BRACING.RIGID SUPPORT SWAY BRACING SHALL BE   PROVIDED AT CHANGES IN DIRECTION GREATER THAN 45   DEGREES (0.79 RAD) FOR PIPE SIZES 4 INCHES AND LARGER.   308.7 ANCHORAGE. ANCHORAGE SHALL BE PROVIDED TO   RESTRAIN DRAINAGE PIPING FROM AXIAL MOVEMENT.   308.7.1 LOCATION. FOR PIPE SIZES GREATER THAN 4 INCHES   , RESTRAINTS SHALL BE PROVIDED FOR DRAIN PIPES AT ALL   CHANGES IN DIRECTION AND AT ALL CHANGES IN DIAMETER   GREATER THAN TWO PIPE SIZES. BRACES, BLOCKS, RODDING   AND OTHER SUITABLE METHODS AS SPECIFIED BY THE COUPLING   MANUFACTURER SHALL BE UTILIZED.   PER WPB AMEND TO FBC 107.2.1       22. SHT. P-4.09 SHOW DISTANCE OF SANITARY VENTS FROM   AIR INTAKES MUST BE MIN. OF 10'. PER FBC PL 903.5       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected]     Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW Rev No 2 Status P Date 2019-03-25 Cont ID   Sent By gjohnson Date 2019-03-25 Time 15:50 Rev Time 0.00 Received By gjohnson Date 2019-03-25 Time 15:50 Sent To   Notes ***NONE*** Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW Rev No 1 Status F Date 2019-02-25 Cont ID   Sent By gjohnson Date 2019-02-25 Time 15:41 Rev Time 0.00 Received By gjohnson Date 2019-02-25 Time 15:41 Sent To   Notes 2019-02-25 15:43:14 PROVISO: 18090469   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. PLEASE PROVIDE PIPING DETAIL FOR THE GREASE   INTERCEPTOR. PER WPB AMEND TO FBC 107.2.1   2. PROVIDE MANUFACTURE SPECIFICATIONS. PLEASE PROVIDE   PIPING DETAIL FOR THE GREASE INTERCEPTOR. PER WPB AMEND   TO FBC 107.2.1   3. PLEASE PROVIDE DOCUMENTATION FROM UTILITIES   DEPARTMENT FOR SIZE OF THE GREASE INTERCEPTOR. PER WPB   AMEND TO FBC 107.2.1       PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED   MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.   WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT   CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID   THE PREVIOUSLY REVIEWED SHEETS.       GEORGE JOHNSON   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   561-805-6711   [email protected] Review Stop R ROOF PLAN REVIEW Rev No 2 Status N Date 2019-03-23 Cont ID   Sent By dbattles Date 2019-03-23 Time 10:29 Rev Time 0.00 Received By dbattles Date 2019-03-23 Time 10:29 Sent To   Notes 2019-05-07 15:09:02 SEPARATE ROOF PERMIT IS REQUIRED. PRIOR TO   INSTALLATION, SUBMIT ROOF PERMIT APPLICATION WITH   PRODUCT APPROVALS REVIEWED BY DESIGNER OF RECORD AND   ENGINEERING (IF APPLICABLE). Review Stop R ROOF PLAN REVIEW Rev No 1 Status F Date 2019-02-27 Cont ID   Sent By dbattles Date 2019-02-27 Time 14:16 Rev Time 0.00 Received By dbattles Date 2019-02-27 Time 14:16 Sent To   Notes 2019-02-27 14:18:09 W.P.B. PERMIT: 1901   REVIEWED: FEBRUARY 27, 2019       DYLAN BATTLES   BUILDING PLANS EXAMINER PX4191   [email protected]   561-805-6718           107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT APPROVALS FOR   ROOFING, OR INDICATE THAT YOU WOULD LIKE THEM DEFERED.     Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 3 Status P Date 2019-03-23 Cont ID   Sent By dbattles Date 2019-03-23 Time 10:20 Rev Time 0.00 Received By dbattles Date 2019-03-23 Time 10:03 Sent To   Notes 2019-03-29 11:54:14 NEW MECH SHEETS OK 2019-03-25 15:56:48 3/25/19 DIG SIG PLUMB SHT. OK/GPJ 2019-03-23 10:21:36 ALL NEW SHEETS - OK   ANY NEW SHEETS PROVIDED WILL NEED TO BE DIGITALLY   SIGNED. Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 2 Status F Date 2019-02-27 Cont ID   Sent By dbattles Date 2019-02-27 Time 14:11 Rev Time 0.00 Received By dbattles Date 2019-02-27 Time 14:11 Sent To   Notes 2019-02-27 14:12:53 SIGNATURE TO BE REVIEWED AFTER ALL SHEETS APPROVED. 2019-01-23 15:52:31 1/23/19 3 PAGES IN SIGNATURES FOLDER. SEE ME FOR MORE   INFORMATION. LEM Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 1 Status F Date 2018-12-12 Cont ID   Sent By skennedy Date 2018-12-12 Time 11:24 Rev Time 0.00 Received By skennedy Date 2018-12-12 Time 11:24 Sent To   Notes 2018-12-12 11:24:45 SIGNATURES WILL BE VERIFIED BY REVIEW OF RESUBMITTED   PLANS. Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 3 Status P Date 2019-05-06 Cont ID   Sent By dbattles Date 2019-05-06 Time 15:56 Rev Time 0.00 Received By dbattles Date 2019-04-22 Time 09:20 Sent To   Notes 2019-05-08 14:27:55 RECEIVED THREE ORIGINALS 5/8/19   THRESHOLD PROVISO COMPLETE-DB 2019-05-06 15:58:00 THRESHOLD AGREEMENT APPROVED.       PROVISO:   PROVIDE THREE ORIGINAL COPIES AS DISCUSSED IN MEETING   ON 5/2/19 Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 2 Status F Date 2019-03-23 Cont ID   Sent By dbattles Date 2019-03-23 Time 10:22 Rev Time 0.00 Received By dbattles Date 2019-03-23 Time 10:03 Sent To   Notes 2019-03-23 10:23:16 IN PROGRESS.   PENDING DOCUMENTS       A. PENDING - COMPLETE THE THRESHOLD / SPECIAL INSPECTOR   AGREEMENT OF UNDERSTANDING;       B. PENDING - PROVIDE RESUMES AND COPIES OF LICENSES FOR   ALL PROPOSED INSPECTORS. PLEASE INCLUDE AS MANY   ADDITIONAL INSPECTORS AS POSSIBLE BECAUSE THESE ARE THE   ONLY PEOPLE THAT THE CHIEF BUILDING INSPECTOR WILL   ALLOW TO BE ON-SITE.       C. OK - STATEMENT WAS PROVIDED.   ALL PLANS ARE TO INCLUDE THE THRESHOLD STATEMENT   REQUIRED BY FS553.79(7)(D). ?ALL PLANS FOR THE BUILDING   WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE   ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT   THAT, TO THE BEST OF THE ARCHITECT?S OR ENGINEER?S   KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE   APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE   FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL   AUTHORITY IN ACCORDANCE WITH THIS CHAPTER 553 AND   CHAPTER 633.?       D. OK - SHEET S0.06 CONTAINS THRESHOLD NOTES   THRESHOLD INSPECTION PLAN REQUIRED, FS553.79(5)A).     Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 1 Status F Date 2019-02-22 Cont ID   Sent By dbattles Date 2019-02-22 Time 08:03 Rev Time 0.00 Received By dbattles Date 2019-02-22 Time 08:03 Sent To   Notes 2019-02-22 08:03:16 THIS PROJECT MEETS THE DEFINITION OF A THRESHOLD   BUILDING. THE FOLLOWING IS REQUIRED PRIOR TO   COMMENCEMENT.   STATUS = IN PROGRESS       FORMS SENT TO [email protected] SAT. DEC. 01/2018 12:48   PM/   REPLIED: MON. DEC. 03/2018 8:37 AM       A. PENDING - COMPLETE THE THRESHOLD / SPECIAL INSPECTOR   AGREEMENT OF UNDERSTANDING;       B. PENDING - PROVIDE RESUMES AND COPIES OF LICENSES FOR   ALL PROPOSED INSPECTORS. PLEASE INCLUDE AS MANY   ADDITIONAL INSPECTORS AS POSSIBLE BECAUSE THESE ARE THE   ONLY PEOPLE THAT THE CHIEF BUILDING INSPECTOR WILL   ALLOW TO BE ON-SITE.       C. OK - STATEMENT WAS PROVIDED.   ALL PLANS ARE TO INCLUDE THE THRESHOLD STATEMENT   REQUIRED BY FS553.79(7)(D). ?ALL PLANS FOR THE BUILDING   WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE   ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT   THAT, TO THE BEST OF THE ARCHITECT?S OR ENGINEER?S   KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE   APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE   FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL   AUTHORITY IN ACCORDANCE WITH THIS CHAPTER 553 AND   CHAPTER 633.?       D. OK - SHEET S0.06 CONTAINS THRESHOLD NOTES   THRESHOLD INSPECTION PLAN REQUIRED, FS553.79(5)A).             Review Stop Z ZONING Rev No 5 Status P Date 2019-08-20 Cont ID   Sent By aaponte Date 2019-08-20 Time 12:14 Rev Time 0.00 Received By aaponte Date 2019-08-20 Time 12:14 Sent To   Notes 2019-08-20 12:17:09 PROVISO: 1. BEFORE SEPTEMBER 30, 2019 APPLICANT   SHALLPAY THE CITY $350,000 FOR THE ALLEY ABANDONMENT   AND SHALL CLOSE ON THE PURCHASE AND SALE AGREEMENT FOR   532 EVERNIA STREET.   2. CANOPY AT OFFICE ENTRANCE CANNOT ENCROACH MORE THAN   12 INTO THE ROW.   3. FINAL DESIGN FOR TROLLEY SHELTER SHALL BE SUBMITTED   FOR APPROVAL BY THE CITY.   4. CURB CUT ON SE CORNER OF FERN AND ROSEMARY SHALL BE   ADJUSTED TO ALLOW THE BIKE LANE TO CONTINUE. Review Stop Z ZONING Rev No 4 Status F Date 2019-06-10 Cont ID   Sent By aaponte Date 2019-06-10 Time 14:36 Rev Time 0.00 Received By aaponte Date 2019-06-10 Time 14:36 Sent To   Notes 2019-06-10 14:36:41 BEFORE ZONING APPROVAL CAN BE GRANTED APPLICANT SHALL   COMPLY WITH ALL THE ALLEY ABANDONMENT REQUIREMENTS AS   PER RESOLUTION 180-18, AND THE PURCHASE AND SALE   AGREEMENT FOR 532 EVERNIA STREET.   ADDITIONAL COMMENTS THAT MAY BE SUBJECT TO PROVISO:   1. CANOPY AT OFFICE ENTRANCE CANNOT ENCROACH MORE THAN   12 INTO THE ROW.   2. FINAL DESIGN FOR TROLLEY SHELTER SHALL BE SUBMITTED   FOR APPROVAL BY THE CITY.   3. CURB CUT ON SE CORNER OF FERN AND ROSEMARY SHALL BE   ADJUSTED TO ALLOW THE BIKE LANE TO CONTINUE.     Review Stop Z ZONING Rev No 3 Status F Date 2019-04-23 Cont ID   Sent By aaponte Date 2019-04-23 Time 09:38 Rev Time 0.00 Received By aaponte Date 2019-04-23 Time 09:38 Sent To   Notes 2019-04-23 09:46:59 BEFORE ZONING APPROVAL CAN BE GRANTED APPLICANT SHALL   COMPLY WITH ALL THE ALLEY ABANDONMENT REQUIREMENTS AS   PER RESOLUTION 180-18, AND THE PURCHASE AND SALE   AGREEMENT FOR 532 EVERNIA STREET.   ADDITIONAL COMMENTS THAT MAY BE SUBJECT TO PROVISO:   1. CANOPY AT OFFICE ENTRANCE CANNOT ENCROACH MORE THAN   12 INTO THE ROW.   2. FINAL DESIGN FOR TROLLEY SHELTER SHALL BE SUBMITTED   FOR APPROVAL BY THE CITY.   3. CURB CUT ON SE CORNER OF FERN AND ROSEMARY SHALL BE   ADJUSTED TO ALLOW THE BIKE LANE TO CONTINUE.     Review Stop Z ZONING Rev No 2 Status F Date 2019-02-26 Cont ID   Sent By aaponte Date 2019-02-26 Time 13:07 Rev Time 0.00 Received By aaponte Date 2019-02-13 Time 15:04 Sent To   Notes 2019-02-15 16:39:32 1. NOTE INCLUDED IN SHEET C5.00 WILL NOT GUARANTEE THE   VEHICULAR ENTRANCE MAINTAINS THE SAME ELEVATION THAN   THE SIDEWALK.PLEASE INCLUDE A DETAIL AND MORE SPECIFIC   NOTE TO ENSURE CONSTRUCTION TEAM UNDERSTANDS THE   INTENTION. THE SECTION SHALL BE ON THE OTHER DIRECTION   TO SHOW THE SIDEWALK AND THE DRIVEWAY ARE AT THE SAME   ELEVATION.   2. PLEASE CONFIRM THERE IS NO IMPACT OF THE GAS LINE   RUNNING ALONG FERN STREET ON THE PROPOSED LANDSCAPE.   3. PLEASE PROVIDE SPEC SHEETS WITH DRAWINGS OF LIGHT   FIXTURE PROPOSED. LIGHT FIXTURES ALONG EVERNIA AND FERN   SHALL BE THE DOWNTOWN STANDARD FIXTURE. CALL OUT FOR   LIGHT FIXTURES ON FERN AND EVERNIA HAVE DISCREPANCIES   BETWEEN SHEET EL1.01 AND E1.01A.   4. PLEASE CONFIRM THERE ARE NO GROUND LIGHT FIXTURES IN   THE PUBLIC SIDEWALK. FIXTURE ADN POLE LISTED AS ELC   DOES NOT MEET DOWNTOWN STANDARD FOR FERN ADN EVERNIA.   PLEASE ALSO CONFIRM FIXTURE AND POLE LISTED AS ELC IS   THE CURRENT SPEC FOR ROSEMARY AVE PHASE I.   5. LIGHT FIXTURES ALONG ROSEMAY AVENUE SHALL BE   RELOCATED ALONG THE CURB BETWEEN THE TREES. SHEET   EL1.01 SHOWS THE CURB LOCATION BUT SHEET E1.01A SHOWS A   DIFFERENT LOCATION.   6. OFFICE ENTRANCE CANOPY IS ENCROACHING MORE THAN THE   MAXIMUM12 FEET ALLOWED, PLEASE ADJUST. IN ADDITION, AN   AERIAL EASEMENT WILL BE NEEDED FOR THE ENCROACHMENT UP   TO 12 FEET.   7. LANDSCAPE DRAWINGS SUBMITTED WITH THIS PERMIT HAVE   BEEN REMOVED FROM THIS APPLICATION. APPLICANT SHALL   SUBMIT A SEPARATE LANDSCAPE PERMIT.   8. PLEASE CONFIRM COMPLIANCE WITH ALL THE CONDITIONS OF   APPROVAL FOR THE ALLEY ABANDONMENT AS REQUIRED BY   RESOLUTION NO. 180-18.   9. PLEASE CONFIRM THE PURCHASE AND SALE AGREEMENT TO   INCORPORATE THE CRA OWNED PROPERTY INTO THE PROJECT HAS   BEEN EXECUTED.       FOR ADDITIONAL INFORMAITON PLEASE CONTACT ANA MARIA   APONTE AT 561-822-1439.             Review Stop Z ZONING Rev No 1 Status F Date 2018-12-13 Cont ID   Sent By aaponte Date 2018-12-13 Time 14:47 Rev Time 0.00 Received By aaponte Date 2018-12-12 Time 13:01 Sent To   Notes 2018-12-12 14:46:23 1- PLEASE INCLUDE A NOTE AND DETAIL IN THE CIVIL   DRAWINGS THAT SHOWS THAT THE SIDEWALK ELEVATION SHALL   BE MAINTAINED ACROSS EACH OF THE GARAGE AND SERVICE   ENTRANCES.   2- PLEASE INDICATE ALL UTILITY CONNECTIONS AND LINES TO   IDENTIFY ANY CONFLICTS WITH TREE PLANTINGS.   3- THE PATTERN OF THE TERRACOTTA AND GLSSS FRAME HAS   BEEN MODIFIED FROM THE SITE PLAN APPROVAL DRAWINGS.   FACADE MATERIALS AND PATTERNS SHALL MATCH DAC APPROVAL   AND SITE PLAN APPROVAL.   4- EAST ELEVATION CALL OUT FOR "IMPACT RESISTANT   ALUMINUM WINDOW WALL SYSTEM" ON THE EASTERNMOST GARAGE   WALL. PLEASE CONFIRM WHAT IS BEING USED FOR THE   ARCHITECTURAL TREATMENT ON THAT FACADE.   5- APPROVED ELEVATIONS CALL OUT FOR TERRACOTTA   RAINSCREEN WITH CUSTOMIZED VERTICALLY FLUTTED PROFILE,   OR HORIZANTILLY FLUTTED PROFILE. THE PROFILE SUBMITTED   IS DIFFERENT. PLEASE PROVIDE INFORMATION TO CONFIRM THE   NEW PROFILE PROVIDES THE SAME EFFECT THAN THE APPROVED   PROFILE.ALSO CLARIFY THE COLOR OF THE TERRACOTA IS AS   APPROVED. PLEASE PROVIDE THE PROFILE DETAILS TO MATCH   SPECIFICATIONS AND RENDERINGS APPROVED.   6- PARKING GARAGE ENTANCE SHALL BE FINISHED (MIN. 20   FEET FROM FACADE) WITH STUCCO OR PLASTER, FINISHED AND   PAINTED COMPARABLE TO A HABITABLE SPACE. ALL   MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEM SHALL BE   COVERED OR SCREENED.   7- PROJECT IS REQUIRED TO COMPLY WITH THE ART IN PUBLIC   PLACES ORDINANCE. PLEASE DISCUSS THE LOCATION OF THE   PROPOSED ART AS SOON AS POSSIBLE AS THE ART DESIGN MAY   AFFECT THE DESIGN OF THE PUBLIC OPEN SPACE.   8- DETAILS FOR THE TROLEY SHELTER SHALL BE INCLUDED IN   PERMIT SET.   9- OFFICE ENTRANCE CANOPY ENCROACHES INTO THE ROW. A   ROW AERIAL EASEMENT WILL BE REQUIRED.   10- PLEASE INCLUDE SPECTS FOR LIGHTFIXTURES ALONG THE   SIDEWALK.   11. PLEASE THE SHEET WITH BUILDING FOOTPRINT   INFORMATION, FAR INFORMATION, PARKING CALCULATIONS, AND   PROJECT DATA.   12. PLEASE PROVIDE A 1ST FLOOR PLAN WITH ALL THE   EXTERIOR ELEMENTS (LANDSCAPE AND HARDSCAPE, LIGHTING,   ETC)   13. PLEASE INDICATE THE LOCATION OF THE EXISTING CURB   LINE IN SITE PLAN.   14. PLEASE INDICATE THE NUMBER OF ON-STREET PARKING   SPACES THAT ARE GOING TO BE REMOVED BY THE PROJECT.   PAYMENT FOR THE REMOVAL OF THE SPACES WILL BE REQUIRED   PLESE CONTACT PARKING ADMINISTRATION.   15- PLEASE PROVIDE LIGHT FIXTURE LEGEN AND SPEC FOR   THOSE FIXTURES LOCATED ON THE PUBLIC REALM.   16- PLEASE PROVIDE PHOTOMETRICS FOR PUBLIC REALM.       - A SEPARATE PERMIT SHALL BE SUBMITTED FOR LANDSCAPE.   PRELIMINARY LANDSCAPE COMMENTS ARE AS FOLLOWS:   1.EXISTING OAKS ON ROSEMARY AVENUE SHALL BE REPLACED   WITH NEW TREES.   2. CLUSIA TREES ON NORTH PUBLIC OPEN SPACE DO NOT MEET   MINIMUM TREE CANOPY REQUIRED.             Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved