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 16070837 Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2016-11-08 Cont ID   Sent By jwitmer Date 2016-11-08 Time 15:11 Rev Time 0.00 Received By jwitmer Date 2016-11-08 Time   Sent To   Notes 2016-11-08 15:11:53 BUILDING PLAN REVIEW   W. P. B. PERMIT: 16070837   ADD: 309/317 N. ROSEMARY AVE.   CONT: TBD/ TO BE DETERMINED   TEL: 305-456-7252   E-MAIL: [email protected]       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       2ND REVIEW   DATE: TUES. NOV. 08/2016   ACTION: DENIED       1) 2ND REQUEST. THE PERMIT APPLICATION HAS 2 DIFFERENT   ADDRESSES LISTED FOR THE SITE, A SITE CAN ONLY HAVE ONE   LEGAL ADDRESS. THE 2ND ISSUE OF UNITY OF TITLE,   RESPONSE INDICATES SEE ATTACHED UNITY OF TITLE, NOT   ATTACHED TO THE BUILDING RESPONSE DOCUMENT. NOTE A   WARRANTY DEED WAS SUBMITTED FOR 3 LOTS!!!       1ST REVIEW COMMENTS. PLEASE NOTE AN ADDRESSING PLAN   REVIEW STOP WILL BE ADDED TO THE PLAN REVIEW CYCLE TO   ASSIGN A SITE ADDRESS. IT APPEARS ON THE PALM BCH.   COUNTY PROPERTY APPRAISERS WEBSITE THERE ARE 3 ACTUAL   PROPERTIES THAT WILL BE MAKING UP THIS SITE.   2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF   SUFFICIENT CLARITY TO INDICATE THE LOCATION OF THE   PROJECT. PLEASE CONTACT MR. ORIO FOR AN SITE ADDRESS.   CONTACT: MICHAEL ORIO GIS SUPPORT SPECIALIST/   INFORMATION TECHNOLOGY   TEL: 561-494-1040.   E-MAIL: [email protected]       2) PROVISO: 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   6/29/2014, 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.   FOR CONTACT INFORMATION PLEASE CONTACT:   MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR   822-1515 E-MAIL: [email protected]       3) 2ND REQUEST, THIS MAY HAVE TO WAIT UNTIL A   CONTRACTOR SIGNS ON AND THE PERMIT VALUES TO BE   SUBTRACTED WOULD BE ON THE CONTRACTORS LETTER HEAD.   1ST ROUND OF COMMENTS. 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, 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, 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 LIST AND SUBTRACT THESE LINE ITEMS AND THEIR   VALUE FROM THE OVERALL BUILDING VALUE OF $4,088000.00.   THE REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF   THE BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE   BUILDING DOES NOT WANT TO COLLECT TWICE FOR THE VALUE   OF THESE SUB-PERMITS NOT COVERED UNDER THE PRIME OR   MASTER PERMIT.       4)THIS BUILDING IS 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.       4A) 2ND REQUEST. RESPONSE DOCUMENT INDICATED 3 SETS OF   THE THRESHOLD INSPECTION PLAN WERE SUBMITTED, ONLY IN   REVIEWING THE DOCUMENTS ONLY 2 SETS OF DOCUMENTS WERE   SUBMITTED.   1ST ROUND OF COMMENTS. 109.3.6.1 THRESHOLD INSPECTION   PLAN. THE ENFORCING AGENCY SHALL REQUIRE A (WRITTEN/   TYPED) SPECIAL INSPECTOR TO PERFORM STRUCTURAL   INSPECTIONS ON A THRESHOLD BUILDING PURSUANT TO A   STRUCTURAL INSPECTION PLAN PREPARED BY THE ENGINEER OF   RECORD. THE STRUCTURAL INSPECTION PLAN MUST BE   SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE ISSUANCE   OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A   THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL   INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION   PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE   ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED   DOCUMENTS.       4B) 2ND REQUEST. 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 E-MAILED TO: [email protected] DATE:   11/08/2016 9:08 AM           4C) 2ND REQUEST. 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.       4D) 2ND REQUEST. 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.       4E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB   SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.       4F) 2ND REQUEST. NOTE FOR PAPER PLANS 3 SETS OF   DOCUMENTS ARE REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT   ISSUANCE, PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE   PERMIT BEING ISSUED, THE PERMIT LIBRARIAN WILL THEN   E-MAIL YOU THE APPROVED AND BATCH STAMPED PLANS SO YOU   MAY PRINT YOUR PLANS, TWO SETS OF PLANS WILL NEED TO BE   PRINTED IN COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE   OTHER FOR THE MEP INSPECTORS OTHER PLANS YOU WISH TO   PRINT MAYBE IN BLACK & WHITE..   2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD   BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS   CONCERNING SPECIAL INSPECTORS.       4G) 2ND REQUEST. 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.       4H) PROVISO: PLEASE CALL THE CITY OF WEST PALM BEACHS   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.       4I) PROVISO: 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.       5) 2ND REQUEST. PERIMETER FENCING UNDER A SEPARATE   PERMIT. PLEASE PROVIDE COMPLIANCE WITH: 2014 FBC-B   3306.5 BARRIERS. BARRIERS SHALL BE A MINIMUM OF 8 FEET   (2438 MM) IN HEIGHT AND SHALL BE PLACED ON THE SIDE OF   THE WALKWAY NEAREST THE CONSTRUCTION. BARRIERS SHALL   EXTEND THE ENTIRE LENGTH OF THE CONSTRUCTION SITE.       6) 2ND REQUEST. 2014 FBC0B 3306.2 WALKWAYS. A WALKWAY   SHALL BE PROVIDED FOR PEDESTRIAN TRAVEL IN FRONT OF   EVERY CONSTRUCTION AND DEMOLITION SITE UNLESS THE   APPLICABLE GOVERNING AUTHORITY AUTHORIZES THE SIDEWALK   TO BE FENCED OR CLOSED. WALKWAYS SHALL BE OF SUFFICIENT   WIDTH TO ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT IN NO   CASE SHALL THEY BE LESS THAN 4 FEET (1219 MM) IN WIDTH.   WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING   SURFACE. WALKWAYS SHALL BE ACCESSIBLE IN ACCORDANCE   WITH CHAPTER 11 AND SHALL BE DESIGNED TO SUPPORT ALL   IMPOSED LOADS AND IN NO CASE SHALL THE DESIGN LIVE LOAD   BE LESS THAN 150 POUNDS PER SQUARE FOOT (PSF). WILL THE   WALKWAYS ON THE SOUTH SIDE OF TRINITY PLACE BE CLOSED?       7) 2ND REQUEST. 2014 FBC-B 3306.7 COVERED WALKWAYS.   COVERED WALKWAYS SHALL HAVE A CLEAR HEIGHT OF NOT LESS   THAN 8 FEET (2438 MM) AS MEASURED FROM THE FLOOR   SURFACE TO THE CANOPY OVERHEAD. ADEQUATE LIGHTING SHALL   BE PROVIDED AT ALL TIMES. COVERED WALKWAYS SHALL BE   DESIGNED TO SUPPORT ALL IMPOSED LOADS. IN NO CASE SHALL   THE DESIGN LIVE LOAD BE LESS THAN 150 PSF FOR THE   ENTIRE STRUCTURE.       8) 2ND REQUEST. PLEASE PROVIDE COMPLIANCE WITH:   POLLUTION PREVENTION PLAN. 2014 FBC-B 3307.1 PROTECTION   REQUIRED. ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL   BE PROTECTED FROM DAMAGE DURING CONSTRUCTION,   REMODELING AND DEMOLITION WORK. PROVISIONS SHALL BE   MADE TO CONTROL WATER RUNOFF AND EROSION DURING   CONSTRUCTION OR DEMOLITION ACTIVITIES. THE PERSON   MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL   PROVIDE WRITTEN NOTICE TO THE OWNERS OF ADJOINING   BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE   MADE AND THAT THE ADJOINING BUILDINGS SHOULD BE   PROTECTED. SAID NOTIFICATION SHALL BE DELIVERED NOT   LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE   OF THE EXCAVATION.       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION 109.3.10 IMPACT OF CONSTRUCTION. ALL   CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL BE   PERFORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT THE   CONDITION OF ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS   PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO CONSENT   BY THE APPLICABLE PROPERTY OWNER, UNDER TERMS &   CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY OWNER.   THIS INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF   DUST, NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE   STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION   ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE   WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY   REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH   ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS   OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,   CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL   DEVELOPMENT, INCLUDING ADDITIONS, POOLS, PATIOS,   DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING   PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ.   FT. OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A   PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED   DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS   PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A   CERTIFICATION FROM A LICENSED ENGINEER SHALL BE   SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL   OF THE FINAL INSPECTION.       9) 2ND REQUEST. PLEASE PROVIDE DETAILS SHOWING HOW   COMPLIANCE WITH 2014 FBC-B 3306.9 ADJACENT TO   EXCAVATIONS.   EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR   LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A   BARRIER NOT LESS THAN 6 FEET (1829 MM) IN HEIGHT. WHERE   LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT   LINE, A BARRIER SHALL BE ERECTED WHERE REQUIRED BY THE   BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE   STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN   CHAPTER 16. SHEET A2.01A & S-1 SHOW PILING RIGHT   ADJACENT TO THE PROPERTY LINE SEE COLUMN 1 AND ROW A .       10A) 2ND REQUEST. PLEASE PROVIDE DETAILS SHOWING   COMPLIANCE WITH 2014 FBC-B 3307.1 PROTECTION REQUIRED.   ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE   PROTECTED FROM DAMAGE DURING CONSTRUCTION AND   DEMOLITION WORK. PROTECTION SHALL BE PROVIDED FOR   FOOTINGS, FOUNDATIONS, PARTY WALLS, CHIMNEYS, SKYLIGHTS   AND ROOFS. WITH THE EXCAVATION AND AUGER CAST PILE HOW   WILL THE BUILDING TO THE SOUTH BE PROTECTED FROM   SETTLEMENT?   SHEET A2.01A & S-1 SHOW PILING RIGHT ADJACENT TO THE   PROPERTY LINE SEE COLUMN 1 AND ROW A .       10B) 2ND REQUEST. 2014 FBC-B 3307.1 THE PERSON MAKING   OR CAUSING AN EXCAVATION TO BE MADE SHALL PROVIDE   WRITTEN NOTICE TO THE OWNERS OF ADJOINING BUILDINGS   ADVISING THEM THAT THE EXCAVATION IS TO BE MADE AND   THAT THE ADJOINING BUILDINGS SHOULD BE PROTECTED. SAID   NOTIFICATION SHALL BE DELIVERED NOT LESS THAN 10 DAYS   PRIOR TO THE SCHEDULED STARTING DATE OF THE EXCAVATION.   SHEET A2.01A & S-1 SHOW PILING RIGHT ADJACENT TO THE   PROPERTY LINE SEE COLUMN 1 AND ROW A .       11) 2ND REQUEST. WHEN EXCAVATING WILL THE EXCESS SOILS   BE STORED ON SITE? 2014 FBC-B 3304.1.2 SURCHARGE. NO   FILL OR OTHER SURCHARGE LOADS SHALL BE PLACED ADJACENT   TO ANY BUILDING OR STRUCTURE UNLESS SUCH BUILDING OR   STRUCTURE IS CAPABLE OF WITHSTANDING THE ADDITIONAL   LOADS CAUSED BY THE FILL OR SURCHARGE. EXISTING   FOOTINGS OR FOUNDATIONS WHICH CAN BE AFFECTED BY ANY   EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE   PROTECTED AGAINST SETTLEMENT AND SHALL BE PROTECTED   AGAINST LATER MOVEMENT.       12) 2ND REQUEST. PLEASE DOCUMENT COMPLIANCE WITH: 2014   FBC-B 3313.1 WHERE REQUIRED. AN APPROVED WATER SUPPLY   FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT,   SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL   ARRIVES ON THE SITE. PLEASE PROVIDE WHERE THIS   CONNECTION WILL BE MADE.       13) 2ND REQUEST. NOTICE: 2014 FBC-B [F] 3311.1 WHERE   REQUIRED. IN BUILDINGS REQUIRED TO HAVE STANDPIPES BY   SECTION 905.3.1, NOT LESS THAN ONE STANDPIPE SHALL BE   PROVIDED FOR USE DURING CONSTRUCTION. SUCH STANDPIPES   SHALL BE INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS   NOT MORE THAN 40 FEET (12 192 MM) IN HEIGHT ABOVE THE   LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. SUCH   STANDPIPE SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE   CONNECTIONS AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE   STAIRS. SUCH STANDPIPES SHALL BE EXTENDED AS   CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE   HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR   FLOORING.       14A) 2ND REQUEST. 2014 FBC-B [F] 3309.1 WHERE REQUIRED.   ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED   WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE   EXTINGUISHER IN ACCORDANCE WITH SECTION 906 AND SIZED   FOR NOT LESS THAN ORDINARY HAZARD AS FOLLOWS:   1. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE   COMBUSTIBLE MATERIALS HAVE ACCUMULATED.   2. IN EVERY STORAGE AND CONSTRUCTION SHED.   3. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE   PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE   STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.       14B) 2ND REQUEST. 2014 FBC-B 3309.2 FIRE HAZARDS. THE   PROVISIONS OF THIS CODE AND THE FLORIDA FIRE PREVENTION   CODE SHALL BE STRICTLY OBSERVED TO SAFEGUARD AGAINST   ALL FIRE HAZARDS ATTENDANT UPON CONSTRUCTION   OPERATIONS.       15) 2ND REQUEST. 2014 FLORIDA BUILDING CODE W 2014 WEST   PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,   CHAPTER 1, ADMINISTRATION 109.3.10.1 HURRICANE   PROTECTION. IT SHALL BE UNLAWFUL FOR ANY PERSON TO   ALLOW CONSTRUCTION RELATED MATERIALS EQUIPMENT AND   DEBRIS TO REMAIN LOOSE OR OTHERWISE UNSECURED AT A   CONSTRUCTION SITE FROM 24 HRS. AFTER A HURRICANE WATCH   HAS BEEN ISSUED UNTIL THE HURRICANE WATCH OR WARNING   HAS BEEN LIFTED. ALL SUCH CONSTRUCTION MATERIALS,   EQUIPMENT AND DEBRIS SHALL BE EITHER REMOVED FROM THE   CONSTRUCTION SITE OR SECURED IN SUCH A MANNER AS TO   MINIMIZE THE DANGER OF SUCH CONSTRUCTION MATERIALS,   EQUIPMENT AND DEBRIS CAUSING DAMAGE TO PERSONS OR   PROPERTY FROM HIGH WINDS. ANY PERSONS WHO FAILS TO   COMPLY TO COMPLY TO REMOVE OR SECURE THE CONSTRUCTION   MATERIALS EQUIPMENT AND DEBRIS WITHIN 24 HRS. AFTER A   HURRICANE WATCH HAS BEEN ISSUED SHALL BE SUBJECT TO A   FINE NOT TO EXCEED $500.00. IN ADDITION TO THE ABOVE, A   LICENSED CONTRACTOR WHO VIOLATES THIS SECTION SHALL BE   SUBJECT TO DISCIPLINE PURSUANT TO SECTION 113 OF THIS   CHAPTER.       16) SHEET L.S.101:   16A) 2ND REQUEST. FIRE/ SMOKE DETECTION SYSTEM.   RESPONSE INDICATES THE USE OF A NFPA 13 FIRE SPRINKLER   SYSTEM. PLEASE REVIEW THE 2014 FBC-B 907.2.8.   1ST ROUND COMMENTS. FIRE PROTECTION GENERAL NOTES # 1   GC TO INSTALL FIRE/ SMOKE DETECTION SYSTEM AS   APPLICABLE CODES FOR USE AND OCCUPANCY. PLEASES BE   SPECIFIC TO THE 2014 FBC-B.       16-17) COMPLIED.       18) SHEET A2.01A. GROUND FLOOR;   18A) COMPLIED.       18B) SEMI-COMPLIED. THE PLAN STILL SHOW THIS WALL AS A   4 INCH AND 6 INCH WALL, REMOVE THE 4 INCH DIMENSION.   PLEASE SHOW THE MASONRY WALLS 4 INCH / 2 HR. RATED WITH   THE CENTER CAVITY. THE DESIGN # 906 IS FOR 6INCH BLOCK   EITHER HOLLOW OR SOLID BUT NOT FOR A 4 INCH BLOCK WALL.   107.2.1.3 ADDITIONAL INFORMATION REQUIRED. FBC-B TABLE   722.3.2 MINIMUM EQUIVALENT THICKNESS (INCHES) OF   BEARING OR NONBEARING CONCRETE MASONRY WALLS.       18C) 2ND REQUEST, THE PERIMETER OF THE PARKING GARAGE   IS 49+49+60+60=218 L.F. X 15 FT(H)= 3270 SQ. FT.   OPENINGS, 60+18= 78(W) X 15(H)= 1170 SQ. FT. THIS IS   ONLY 35.7 % OPEN. WILL REQUIRE MECHANICAL VENTILATION.   THE ALLOWABLE 40 % OPENINGS ARE FOR UNIFORMLY   DISTRIBUTED OPENINGS ON NO LESS THAN 2 WALLS FOR   ADEQUATE VENTILATION. THESE OPENINGS ARE NOT UNIFORMLY   DISTRIBUTED ON OPPOSITE WALLS THAT WOULD CREATE AIRFLOW   NOR THE REQUIRED 40 %.       1ST ROUND OF COMMENTS. THE L. S. SHEET NOR THE GROUND   FLOOR SHOW THE PARKING GARAGE AS DESIGNED OPEN OR   ENCLOSED. THE PLANS DO NOT APPEAR TO MAKE THE   REQUIREMENTS FOR AN OPEN PARKING GARAGE UNDER SECTION   FBC-B 406.5.2 AND WILL NEED TO MEET THE REQUIREMENTS   FOR 406.6.2 VENTILATION AND 406.6.3 AUTOMATIC SPRINKLER   SYSTEM.   THE M1.1 SHEET ALSO DOES NOT SHOW ANY MECHANICAL   EQUIPMENT FOR MECHANICAL EQUIPMENT. THERE SEAMS TO BE A   OPENING MISSING IN THE GARAGE CEILING (HIDDEN DASHED   LINE) ON THE GRID LINE C/ 5 THAT GOES VERTICALLY   THROUGH TO THE ROOF. IF THE DESIGNERS INTENT IS O TAKE   CREDIT FOR THE 3 VERTICAL OPENS IN THE CEILING AS WELL   AS THE ONE ON GRID LINE C/5 AS EQUAL TO CROSS   VENTILATION FOR AN OPEN PARKING GARAGE, THEN   CALCULATIONS WILL BE NEEDED TO PROVIDE CODE COMPLIANCE   UNDER SECTION 104.11 ALTERNATE MATERIALS, DESIGN AND   METHODS OF CONSTRUCTION AND EQUIPMENT. A LETTER TO THE   BUILDING OFFICIAL WOULD ALSO NEED TO FOLLOW ASKING THIS   DESIGN TO BE REVIEWED UNDER 104.11 ALTERNATE MATERIALS,   DESIGN AND METHODS OF CONSTRUCTION AND EQUIPMENT.       104.11.1 RESEARCH REPORTS. SUPPORTING DATA, WHERE   NECESSARY TO ASSIST IN THE APPROVAL OF MATERIALS OR   ASSEMBLIES NOT SPECIFICALLY PROVIDED FOR IN THIS CODE,   SHALL CONSIST OF VALID RESEARCH REPORTS FROM APPROVED   SOURCES.       18D-K) COMPLIED.       19) SHEET A2.02 THE SECOND FLOOR LEVEL:       19A-B) COMPLIED.       19C) PROVISO PROVIDE CHAIR LIFT SPECIFICATIONS. THE   ACCESSIBLE SUITE DOES NOT INDICATE HOW COMPLIANCE WITH   242.2 ACCESSIBLE SWIMMING POOLS ARE GOING TO BE   ACHIEVED. SEE EXCEPTION 1 REQUIREMENT. WHERE A SWIMMING   POOL HAS LESS THAN 300 LINEAR FEET OF SWIMMING POOL   WALL, NO MORE THAN ONE ACCESSIBLE MEANS OF ENTRY SHALL   BE REQUIRED PROVIDED THAT THE ACCESSIBLE MEANS OF ENTRY   IS A SWIMMING POOL LIFT COMPLYING WITH 1009.2 OR SLOPED   ENTRY COMPLYING WITH 1009.3.       19D) THIS TO BE A DEFERRED SUBMITTAL 107. 3.4.2. THIS   IS GOING TO BE A COMMENT FOR ALL UNITS NOT JUST THE   ACCESSIBLE UNIT. THE PLANS SHOW SLIDING GLASS DOORS   THAT LED FROM WITHIN THE SUITE OUT TO THE TERRACE DECK.   THE COMPLETE OPENING BEING 14 FOOT 10 INCHES WIDE   DIVIDE BY 3 EQUALS OR EACH PANEL 4 FT. 11 IINCHES   APPROXIMATELY. THIS SIZE DOOR CAN BE USED IN A MEANS OF   EGRESS WHEN THE OCCUPANT LOAD IS 10 OR LESS, 1008.1.2   EXCEP. #9. THE DOOR IS 19/32 IN. LAMINATED GLASS.   2014 FBC-B 1008.1.3 DOOR OPENING FORCE. THE FORCE FOR   PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS,   OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS (22   N). FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND   FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN   SUBJECTED TO A 15-POUND (67 N) FORCE. THE DOOR SHALL BE   SET IN MOTION WHEN SUBJECTED TO A 30-POUND (133 N)   FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION   WHEN SUBJECTED TO A 15-POUND (67 N) FORCE.   FOR THE ACCESSIBLE UNIT THE OPENING FORCE FOR THE   SLIDING GLASS DOOR WILL BE FBC-ACCESS. CODE 404.2.9   DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A   MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE   ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR   PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL   BE AS FOLLOWS: 2. SLIDING OR FOLDING DOORS: 5 POUNDS   (22.2 N) MAXIMUM.       19E) THE DESIGN PROFESSIONAL WILL NEED TO SUBMIT THE   LETTER FOR CONSIDERATION UNDER 104.1.1 ALTERNATE   MATERIALS, DESIGN AND METHODS, ONCE APPROVED PROVIDE A   COPY TO BE SCANNED INTO THE PERMIT RECORDS.       THE OTHER ISSUE COMMON TO ALL UNITS WITH THE SLIDING   DOOR TO THE POOL DECK IS: 404.2.7 DOOR AND GATE   HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER   OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH   309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34   INCHES (865 MM) MINIMUM AND 48 INCHES (1220 MM) MAXIMUM   ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS   ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE   SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.   EXCEPTIONS: 2. ACCESS GATES IN BARRIER WALLS AND FENCES   PROTECTING POOLS, SPAS, AND HOT TUBS SHALL BE PERMITTED   TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON   SELF-LATCHING DEVICES AT 54 INCHES (1370 MM) MAXIMUM   ABOVE THE FINISH FLOOR OR GROUND PROVIDED THE   SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES   AND OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER, OR   INTEGRAL COMBINATION LOCK.       THE DOORS ARE TO BE SELF-CLOSING AND SELF-LATCHING.   FBC-B 454.1.3.1.9 ACCESS THROUGH THE BARRIER OR FENCE   FROM DWELLING UNITS, SUCH AS HOMES, APARTMENTS, MOTEL   ROOMS AND HOTEL ROOMS, SHALL BE THROUGH SELF-CLOSING,   SELF-LATCHING LOCKABLE GATES OF 48 INCH (1219 MM)   MINIMAL HEIGHT FROM THE FLOOR OR GROUND WITH THE LATCH   LOCATED A MINIMUM OF 54 INCHES (1372 MM) FROM THE   BOTTOM OF THE GATE OR AT LEAST 3 INCHES (76 MM) BELOW   THE TOP OF THE GATE ON THE POOL SIDE. IF THE   SELF-CLOSING, SELF-LATCHING GATE IS ALSO SELF-LOCKING   AND IS OPERATED BY A KEY LOCK, ELECTRONIC OPENER OR   INTEGRAL COMBINATION LOCK, THEN THE OPERABLE PARTS OF   SUCH LOCKS OR OPENERS SHALL BE 34 INCHES MINIMUM (864   MM) AND 48 INCHES MAXIMUM (1219 MM) ABOVE THE FINISHED   FLOOR OR GROUND.       19F) BUILDING PROVISO: PLEASE NOTE THE SLIDING GLASS   DOOR, THE THRESHOLD INDICATES ONLY TO BE 1/2 INCH HIGH.   404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT   DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH MAXIMUM.   RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS   SHALL COMPLY WITH ACCESS. CODE 302 AND 303. HOW WILL   WATER INTRUSION BE HANDLED IN A HURRICANE?       19G-H) COMPLIED       20) THE ACCESSIBLE SUITE SHOWS A DETAIL # 1/ A7.2. THE   ACCESSIBLE BATHROOM:       20A-E)COMPLIED.       20F)2ND REQUEST. RESPONSE INDICATES THE STEAM SHOWER   REMOVED FROM THE UNIT LAYOUT. IT APPEARS THAT THE STEAM   SHOWER HAS BEEN MOVED INTO THE ACCESSIBLE BATHROOM.   THE STEAM SHOWER IN THE ACCESSIBLE GUEST UNIT WILL ALSO   NEED TO SHOW COMPLIANCE WITH THE 2014 FBC-ACCESS. CODE   ;   20F)(1) 612.2 BENCH. WHERE SEATING IS PROVIDED IN   SAUNAS AND STEAM ROOMS, AT LEAST ONE BENCH SHALL COMPLY   WITH 903. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR   SPACE REQUIRED BY 903.2. EXCEPTION: A READILY REMOVABLE   BENCH SHALL BE PERMITTED TO OBSTRUCT THE TURNING SPACE   REQUIRED BY 612.3 AND THE CLEAR FLOOR OR GROUND SPACE   REQUIRED BY 903.2.       20F)(2) 612.3 TURNING SPACE. A TURNING SPACE COMPLYING   WITH 304 SHALL BE PROVIDED WITHIN SAUNAS AND STEAM   ROOMS.       21) SHEET A2.07 THESE COMMENTS WILL BE COMMON TO ALL   FLOORS 2-5;       21A) 2ND REQUEST. RESPONSE INDICATES SEE SPECS FOR   VERSA DECK SYSTEM, NOT SUBMITTED.   1ST ROUND COMMENTS. NOTE # 14 INDICATES THE USE OF TREX   DECK TERRACE AND CEILING. THERE IS NO PRODUCT   INFORMATION FOR THE TREX DECK SYSTEM. PLEASE PROVIDE   THE MANUFACTURERS SPECIFICATION, IF THIS IS A   COMBUSTIBLE PRODUCT AND IF SO THE FLAME SPREAD AND TO   WHAT STANDARD THE PRODUCT WAS TESTED TOO? SEE FBC-B   SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II   CONSTRUCTION. 603.1 ALLOWABLE MATERIALS.       21B) 2ND REQUEST. RESPONSE INDICATES SEE SPECS FOR   VERSA DECK SYSTEM, NOT SUBMITTED.   1ST ROUND OF COMMENTS. THERE ARE NO PLANS FOR THE TREX   DECK DROP CEILING ASSEMBLY. TYPE OF FRAMING, MATERIAL,   SPACING, SIZE OF FRAMING MEMBERS, ANCHORAGE TO THE DECK   ABOVE IF STIFF BACKS ARE REQUIRED. 107.3.5 MINIMUM PLAN   REVIEW CRITERIA FOR BUILDINGS. 107.3.5.1 COMMERCIAL   BUILDINGS: DROPPED EXTERIOR CEILING ASSEMBLIES.       21C) 2ND REQUEST SHEET A2.07 SHOWS OVER THE BATHROOMS A   MECHANICAL PLENUM. DETAILS 3 & 4 BOTH INDICATE THE USE   OF INSULATION IN BOTH THE MECHANICAL PLENUM AS WELL AS   THE DROPPED CEILING WITHIN THE TYPICAL SUITE. THE PLANS   DOES NOT DECLARE WHAT TYPE OF INSULATION IS GOING TO BE   INSTALLED? IS THIS INSULATION GOING TO BE FOR BOTH   SOUND AND THERMAL VALUES? SEE FBC-B 720.1 & 720.2.       21D) 2ND REQUEST, PLEASE PROVIDE CODE COMPLIANCE.   DETAILS 3 & 4 WITHIN THE SUITE SHOW A DROPPED CEILING   ASSEMBLY, FASTENED TO THE CONCRETE DECK ABOVE AS WELL   AS A DROPPED CEILING ASSEMBLY WITH WHAT MAYBE A LIGHT   TROUGH. THE INSULATION ABOVE WOULD STILL BE WITHIN THE   ROOM PROPER. PLEASE PROVIDE ADDITIONAL DETAILS AS TO   THE TYPE OF FRAMING MATERIALS, ANCHORAGE TO THE DECK   ABOVE, SIZE OF FRAMING MEMBERS, SPACING OF FRAMING   MEMBERS THE TYPE OF INSULATION, THE THICKNESS AND TYPE   OF FINISH MATERIAL FOR THE DROPPED CEILING. . 107.3.5   MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. 107.3.5.1   COMMERCIAL BUILDINGS: DROPPED EXTERIOR CEILING   ASSEMBLIES.   FBC-B 720.3 EXPOSED INSTALLATION. INSULATING MATERIALS,   WHERE EXPOSED AS INSTALLED IN BUILDINGS OF ANY TYPE OF   CONSTRUCTION, SHALL HAVE A FLAME SPREAD INDEX OF NOT   MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE   THAN 450.   FBC-B 803.11.2 SET-OUT CONSTRUCTION. WHERE WALLS AND   CEILINGS ARE REQUIRED TO BE OF FIRE-RESISTANCE-RATED OR   NONCOMBUSTIBLE CONSTRUCTION AND WALLS ARE SET OUT OR   CEILINGS ARE DROPPED DISTANCES GREATER THAN SPECIFIED   IN SECTION 803.11.1, CLASS A FINISH MATERIALS, IN   ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2, SHALL BE   USED.       21E-F) COMPLIED.       21G) BUILDING PROVISO: POOLS AND ASSOCIATED EQUIPMENT   WILL BE UNDER SEPARATE PERMITS FOR EACH UNIT FOR THE   RECORDING OF INSPECTIONS. 105.1. PERMITS REQUIRED.       22) BUILDING PROVISO: SHEET A3.03 THE GREEN SCREEN   SYSTEM PANELS CAN BE A SUBMITTAL THAT COULD QUALIFY AS   A DEFERRED SUBMITTAL, PLEASE PROVIDE THE WIND DESIGN   PARAMETERS FOR THE SPECIALTY ENGINEERS CAN DESIGN TO   THE PROPER WIND SPEED. 107.3.4.2 DEFERRED SUBMITTALS.   2014 FBC-B 1603.1.4 WIND DESIGN DATA.       23) SHEET A2.05 ROOF PLAN.       23A) COMPLIED.   23B) 2ND REQUEST. STAIR TOWER 1 & 2 BOTH SHOW OVERFLOW   SCUPPERS BUT NO SECONDARY (EMERGENCY OVERFLOW) DRAINS   OR SCUPPERS. FBC-B 1503.4.1.       23C) SEMI-COMPLIED. THE DETAIL SHOW AN OVERFLOW SCUPPER   4 INCHES OF THE FINISH ROOF BUT NOT A SCUPPER WHICH   SHOULD BE FLUSH WITH THE ROOF. PLEASE PROVIDE DETAILS   FOR SCUPPERS AND OVERFLOW SCUPPERS, THE BOTTOM OF EACH   UNIT IN RELATIONSHIP WITH THE ROOF. FBC-B 1503.4.2   SCUPPERS. OVERFLOW SCUPPERS ARE SHOWN.       23D-E) PROVISO: DEFERRED SUBMITTAL 107.3.4.2. ROOF TOP   A/C STANDS. CONTRACTOR IS TO PROVIDE APPROVED SIGNED   AND SEALED SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE   ENGINEER OF RECORD.           23F-G) PROVISO/ DEFERRED SUBMITTAL 107.3.4.2. ROOFTOP   SKYLIGHTS. SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I   AND II CONSTRUCTION. 603.1 ALLOWABLE MATERIALS. 15.   LIGHT-TRANSMITTING PLASTICS AS PERMITTED BY CHAPTER 26.   PLEASE PROVIDE COMPLIANCE WITH: 2609.4 AREA   LIMITATIONS. ROOF PANELS SHALL BE LIMITED IN AREA AND   THE AGGREGATE AREA OF PANELS SHALL BE LIMITED BY A   PERCENTAGE OF THE FLOOR AREA OF THE ROOM OR SPACE   SHELTERED IN ACCORDANCE WITH TABLE 2609.4. CC1 OR CC2?       23H) NOT APPLICABLE/ NO ACTION NEEDED.       24) COMPLIED. FBC-B 3002.4 ELEVATOR CAR TO ACCOMMODATE   AMBULANCE STRETCHER       25-28) COMPLIED.       29) PROVISO/ DEFERRED SUBMITTAL 107.3.4.2. FOR THE   PRODUCT APPROVALS WITH GLAZED OPENINGS AND MULLIONS ,   PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF   GLAZING, MULLION INFORMATION IF REQUIRED, ATTACHMENTS   AND ASSOCIATE PRESSURES FOR EACH OPENING SIZE THE   SUBMITTED PRODUCT APPROVALS THERE ARE TO MANY VARIABLE,   CIRCLE TO IDENTIFY EACH COMPONENT. COMPONENTS &   CLADDING.       30) PROVISO/ DEFERRED SUBMITTAL 107.3.4.2. THE NOA   15-0731.06 MIAMI ROLLING DOOR SUBMITTED REPORT GOOD FOR   +/- 65 SHEET S-18 SHOWS PRESSURES OF -87, VASD OR VULT   NOT GIVEN ON THE SHEET. ALL PRODUCT APPROVALS ARE IN   VASD. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.       31) .(2) PROVISO/ DEFERRED SUBMITTAL 107.3.4.2. ROOFING   APPROVALS WERE SUBMITTED FOR THIS REVIEW.   CARLISLE MIRASEAL FLUID APPLIED WATERPROOFING MEMBRANE   NOA 13-0129.22   CARLISLE CCW-500-R HOT APPLIED LIQUID MEMBRANE NOA   12-0801.01   IN BOTH APPROVALS THERE ARE MULTIPLE SUB-SYSTEMS AND   ASSOCIATED PRESSURES. IN NEITHER REPORT WAS A   SUB-SYSTEM AND ASSOCIATED PRESSURES INDICATED. ALSO IN   BOTH REPORTS LIMITATION # 9 IS INDICATED NO ENHANCED   FASTENING CAN OCCUR. THE PLANS DO NOT INDICATE ROOF TOP   PRESSURES FOR ZONES 1,2 & 3. PLEASE PROVIDE PRESSURES   IN VASD SINCE THE PRODUCT APPROVALS ARE IN VASD. 2014   FBC- B 1603.1.4 WIND DESIGN DATA.       32) PROVISO/ DEFERRED SUBMITTAL 107.3.4.2. 2014 FBC-B   1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1   COMPONENTS & CLADDING       FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.   01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES   (F) SKYLIGHTS   (G) PRE-ENGINEERED A/C STANDS       33) SOILS REPORTS ONLY ONE SIGNED AND SEALED DOCUMENT   WAS SUBMITTED, 3 REQUIRED. THRESHOLD BUILDING.       34) PLEASE PROVIDE WHAT AGENCY WILL BE MONITORING OF   THE TEST PILING AS WELL AS THE PRODUCTION PILE. NOTE   THE TEST PILE IS UNDER SEPARATE PERMIT.       35) 2ND REQUEST. BEFORE A PERMIT TO CONSTRUCT, MAY BE   ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.   THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT   OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE   PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       36) WHEN RESUBMITTING PLANS PLEASE INDICATE THE   REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES   AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL   REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE   REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO   EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED   COOPERATION.       A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION   DEVELOPMENT SERVICES DEPARTMENT   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]                                                                                                                                     Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2016-08-09 Cont ID   Sent By jwitmer Date 2016-08-09 Time 15:42 Rev Time 0.00 Received By jwitmer Date 2016-08-07 Time 05:58 Sent To   Notes 2016-08-09 15:41:59 BUILDING PLAN REVIEW   W. P. B. PERMIT: 16070837   ADD: 309/317 N. ROSEMARY AVE.   CONT: TBD/ TO BE DETERMINED   TEL: 305-456-7252   E-MAIL: [email protected]       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       1ST REVIEW   DATE: SUN. AUGUST 07/2016   ACTION: DENIED       1) PLEASE NOTE AN ADDRESSING PLAN REVIEW STOP WILL BE   ADDED TO THE PLAN REVIEW CYCLE TO ASSIGN A SITE   ADDRESS. IT APPEARS ON THE PALM BCH. COUNTY PROPERTY   APPRAISERS WEBSITE THERE ARE 3 ACTUAL PROPERTIES THAT   WILL BE MAKING UP THIS SITE.   2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF   SUFFICIENT CLARITY TO INDICATE THE LOCATION OF THE   PROJECT. PLEASE CONTACT MR. ORIO FOR AN SITE ADDRESS.   CONTACT: MICHAEL ORIO GIS SUPPORT SPECIALIST/   INFORMATION TECHNOLOGY   TEL: 561-494-1040.   E-MAIL: [email protected]       2) 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 6/29/2014,   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.   FOR CONTACT INFORMATION PLEASE CONTACT:   MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR   822-1515 E-MAIL: [email protected]       3) 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, 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, 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 LIST AND SUBTRACT THESE LINE ITEMS AND THEIR   VALUE FROM THE OVERALL BUILDING VALUE OF $4,088000.00.   THE REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF   THE BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE   BUILDING DOES NOT WANT TO COLLECT TWICE FOR THE VALUE   OF THESE SUB-PERMITS NOT COVERED UNDER THE PRIME OR   MASTER PERMIT.       4)THIS BUILDING IS 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.       4A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING   AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL   INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A   THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION   PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL   INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING   AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR   THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE   OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE   SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT   THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE   WITH THE PERMITTED DOCUMENTS.       4B) 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. CONTACT KEN CONRAD MANAGER OF THE SPECIAL   INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER   INFORMATION BEFORE THE PERMIT MAY BE ISSUED.       4C) 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.       4D) 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.       4E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR   HISTORY FOR THIS TYPE OF CONSTRUCTION.       4F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE   REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,   PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING   ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE   APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR   PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN   COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR   THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE   IN BLACK & WHITE..   2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD   BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS   CONCERNING SPECIAL INSPECTORS.       4G) 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.       4H) 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.       4I) 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.       5) PERIMETER FENCING UNDER A SEPARATE PERMIT. PLEASE   PROVIDE COMPLIANCE WITH: 2014 FBC-B 3306.5 BARRIERS.   BARRIERS SHALL BE A MINIMUM OF 8 FEET (2438 MM) IN   HEIGHT AND SHALL BE PLACED ON THE SIDE OF THE WALKWAY   NEAREST THE CONSTRUCTION. BARRIERS SHALL EXTEND THE   ENTIRE LENGTH OF THE CONSTRUCTION SITE.       6) 2014 FBC0B 3306.2 WALKWAYS. A WALKWAY SHALL BE   PROVIDED FOR PEDESTRIAN TRAVEL IN FRONT OF EVERY   CONSTRUCTION AND DEMOLITION SITE UNLESS THE APPLICABLE   GOVERNING AUTHORITY AUTHORIZES THE SIDEWALK TO BE   FENCED OR CLOSED. WALKWAYS SHALL BE OF SUFFICIENT WIDTH   TO ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT IN NO CASE   SHALL THEY BE LESS THAN 4 FEET (1219 MM) IN WIDTH.   WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING   SURFACE. WALKWAYS SHALL BE ACCESSIBLE IN ACCORDANCE   WITH CHAPTER 11 AND SHALL BE DESIGNED TO SUPPORT ALL   IMPOSED LOADS AND IN NO CASE SHALL THE DESIGN LIVE LOAD   BE LESS THAN 150 POUNDS PER SQUARE FOOT (PSF). WILL THE   WALKWAYS ON THE SOUTH SIDE OF TRINITY PLACE BE CLOSED?       7) 2014 FBC-B 3306.7 COVERED WALKWAYS. COVERED WALKWAYS   SHALL HAVE A CLEAR HEIGHT OF NOT LESS THAN 8 FEET (2438   MM) AS MEASURED FROM THE FLOOR SURFACE TO THE CANOPY   OVERHEAD. ADEQUATE LIGHTING SHALL BE PROVIDED AT ALL   TIMES. COVERED WALKWAYS SHALL BE DESIGNED TO SUPPORT   ALL IMPOSED LOADS. IN NO CASE SHALL THE DESIGN LIVE   LOAD BE LESS THAN 150 PSF FOR THE ENTIRE STRUCTURE.       8) PLEASE PROVIDE COMPLIANCE WITH: POLLUTION PREVENTION   PLAN. 2014 FBC-B 3307.1 PROTECTION REQUIRED. ADJOINING   PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM   DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION   WORK. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF   AND EROSION DURING CONSTRUCTION OR DEMOLITION   ACTIVITIES. THE PERSON MAKING OR CAUSING AN EXCAVATION   TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS   OF ADJOINING BUILDINGS ADVISING THEM THAT THE   EXCAVATION IS TO BE MADE AND THAT THE ADJOINING   BUILDINGS SHOULD BE PROTECTED. SAID NOTIFICATION SHALL   BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE   SCHEDULED STARTING DATE OF THE EXCAVATION.       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION 109.3.10 IMPACT OF CONSTRUCTION. ALL   CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL BE   PERFORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT THE   CONDITION OF ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS   PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO CONSENT   BY THE APPLICABLE PROPERTY OWNER, UNDER TERMS &   CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY OWNER.   THIS INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF   DUST, NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE   STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION   ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE   WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY   REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH   ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS   OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,   CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL   DEVELOPMENT, INCLUDING ADDITIONS, POOLS, PATIOS,   DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING   PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ.   FT. OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A   PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED   DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS   PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A   CERTIFICATION FROM A LICENSED ENGINEER SHALL BE   SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL   OF THE FINAL INSPECTION.       9) PLEASE PROVIDE DETAILS SHOWING HOW COMPLIANCE WITH   2014 FBC-B 3306.9 ADJACENT TO EXCAVATIONS.   EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR   LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A   BARRIER NOT LESS THAN 6 FEET (1829 MM) IN HEIGHT. WHERE   LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT   LINE, A BARRIER SHALL BE ERECTED WHERE REQUIRED BY THE   BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE   STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN   CHAPTER 16. SHEET A2.01A & S-1 SHOW PILING RIGHT   ADJACENT TO THE PROPERTY LINE SEE COLUMN 1 AND ROW A .       10A) PLEASE PROVIDE DETAILS SHOWING COMPLIANCE WITH   2014 FBC-B 3307.1 PROTECTION REQUIRED. ADJOINING PUBLIC   AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE   DURING CONSTRUCTION AND DEMOLITION WORK. PROTECTION   SHALL BE PROVIDED FOR FOOTINGS, FOUNDATIONS, PARTY   WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. WITH THE   EXCAVATION AND AUGER CAST PILE HOW WILL THE BUILDING TO   THE SOUTH BE PROTECTED FROM SETTLEMENT?   SHEET A2.01A & S-1 SHOW PILING RIGHT ADJACENT TO THE   PROPERTY LINE SEE COLUMN 1 AND ROW A .       10B) 2014 FBC-B 3307.1 THE PERSON MAKING OR CAUSING AN   EXCAVATION TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO   THE OWNERS OF ADJOINING BUILDINGS ADVISING THEM THAT   THE EXCAVATION IS TO BE MADE AND THAT THE ADJOINING   BUILDINGS SHOULD BE PROTECTED. SAID NOTIFICATION SHALL   BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE   SCHEDULED STARTING DATE OF THE EXCAVATION. SHEET A2.01A   & S-1 SHOW PILING RIGHT ADJACENT TO THE PROPERTY LINE   SEE COLUMN 1 AND ROW A .       11) WHEN EXCAVATING WILL THE EXCESS SOILS BE STORED ON   SITE? 2014 FBC-B 3304.1.2 SURCHARGE. NO FILL OR OTHER   SURCHARGE LOADS SHALL BE PLACED ADJACENT TO ANY   BUILDING OR STRUCTURE UNLESS SUCH BUILDING OR STRUCTURE   IS CAPABLE OF WITHSTANDING THE ADDITIONAL LOADS CAUSED   BY THE FILL OR SURCHARGE. EXISTING FOOTINGS OR   FOUNDATIONS WHICH CAN BE AFFECTED BY ANY EXCAVATION   SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED   AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATER   MOVEMENT.       12) PLEASE DOCUMENT COMPLIANCE WITH: 2014 FBC-B 3313.1   WHERE REQUIRED. AN APPROVED WATER SUPPLY FOR FIRE   PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE   MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES   ON THE SITE. PLEASE PROVIDE WHERE THIS CONNECTION WILL   BE MADE.       13) NOTICE: 2014 FBC-B [F] 3311.1 WHERE REQUIRED. IN   BUILDINGS REQUIRED TO HAVE STANDPIPES BY SECTION   905.3.1, NOT LESS THAN ONE STANDPIPE SHALL BE PROVIDED   FOR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE   INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE   THAN 40 FEET (12 192 MM) IN HEIGHT ABOVE THE LOWEST   LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPE   SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS   AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH   STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES   TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF   CONSTRUCTION HAVING SECURED DECKING OR FLOORING.       14A) 2014 FBC-B [F] 3309.1 WHERE REQUIRED. ALL   STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED WITH   NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER   IN ACCORDANCE WITH SECTION 906 AND SIZED FOR NOT LESS   THAN ORDINARY HAZARD AS FOLLOWS:   1. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE   COMBUSTIBLE MATERIALS HAVE ACCUMULATED.   2. IN EVERY STORAGE AND CONSTRUCTION SHED.   3. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE   PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE   STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.       14B) 2014 FBC-B 3309.2 FIRE HAZARDS. THE PROVISIONS OF   THIS CODE AND THE FLORIDA FIRE PREVENTION CODE SHALL BE   STRICTLY OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS   ATTENDANT UPON CONSTRUCTION OPERATIONS.       15) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION 109.3.10.1 HURRICANE PROTECTION. IT   SHALL BE UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION   RELATED MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE   OR OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24   HRS. AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE   HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH   CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE   EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN   SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH   CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING   DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY   PERSONS WHO FAILS TO COMPLY TO COMPLY TO REMOVE OR   SECURE THE CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS   WITHIN 24 HRS. AFTER A HURRICANE WATCH HAS BEEN ISSUED   SHALL BE SUBJECT TO A FINE NOT TO EXCEED $500.00. IN   ADDITION TO THE ABOVE, A LICENSED CONTRACTOR WHO   VIOLATES THIS SECTION SHALL BE SUBJECT TO DISCIPLINE   PURSUANT TO SECTION 113 OF THIS CHAPTER.       16) SHEET L.S.101:   16A) FIRE PROTECTION GENERAL NOTES # 1 GC TO INSTALL   FIRE/ SMOKE DETECTION SYSTEM AS APPLICABLE CODES FOR   USE AND OCCUPANCY. PLEASES BE SPECIFIC TO THE 2014   FBC-B.       16B) UNDER THE HEADING CONSTRUCTION TYPE/ OCCUPANCY THE   BUILDING CONSTRUCTION TYPE IS LISTED AS A TYPE IIB/ R1   OCCUPANCY TYPE. THE TYPE OF AUTOMATIC FIRE SPRINKLER   SYSTEM IS NOT MENTIONED IN THE CONSTRUCTION TYPE NOR IN   THE FIRE PROTECTION PLANS. PLEASE DESIGNATE WHAT TYPE   OF FIRE SPRINKLER SYSTEM IS DESIGNED FOR THIS BUILDING.   NOTE TABLE 503 ONLY ALLOWS 4 STORIES FOR A IIA/ R1   OCCUPANCY. DECLARE THE TYPE OF FIRE SPRINKLERS AND AREA   INCREASES TAKEN UNDER FBC-B 506.1 AND EQUATION 5-1 FOR   AREA AND SPRINKLER INCREASES.       16C) BUILDING OCCUPANCY CLASSIFICATION HEADING:   16C)(1) PLEASE REVIEW BASEMENT RESIDENTIAL CATEGORY &   OCCUPANCY COUNT. SEE FBC-B TABLE 1004.1.2 FUNCTION   ACCESSORY STORAGE AREAS AND OCCUPANT LOAD FACTOR 300   GROSS.       16C)(2) PLEASE REVIEW THE GROUND FLOOR AND THE   RESIDENTIAL CATEGORY R1. THE LOBBY AREA INCLUDING THE   DELI AREA ARE ALL CONSIDERED A BUSINESS OCCUPANCY @ 100   SQ. FT./ OCCUPANT. SEE FBC-B TABLE 1004.1.2. UPDATE   PLANS.       16 C)(3) PLEASE PROVIDE THE TOTAL SQ. FT. OF THE   BUILDING AREA AND REVISED TOTAL OCCUPANT LOAD FOR THE   BUILDING.       16D) PLEASE UPDATE BOTH EGRESS REQUIREMENTS AND FIXTURE   COUNT SINCE THE OCCUPANCY LOADS WILL BE INCREASED.   FBC-B TABLE 1004.1.2.       16E) THE PLANS INDICATE THIS IS A R1 OCCUPANCY BUT   PLEASE CONFIRM THAT THE UNITS THEMSELVES ARE TO BE   CONSIDERED EITHER SLEEPING UNITS OR DWELLING UNITS. THE   PLANS ARE VAGUE AS TO IF THERE IS TO BE A KITCHEN OR   KITCHENETTE. IF THE SUITES ARE TO BE CONSIDERED A   DWELLING UNIT THEN COMPLIANCE WITH THE FOLLOWING 3 CODE   SECTIONS WOULD BE REQUIRED FOR BUILDING TYPE IIA/ R1-   IF (DWELLING UNIT).   FOR TILE, STONE, MARBLE AND WOOD FLOORING ALL NEED TO   HAVE HAD THE SOUND UNDERLAYMENT TESTED FLOOR ASSEMBLIES   TO THE FOLLOWING STANDARDS AND MEET THE QUALIFICATIONS   LISTED UNDER EACH OF THE STANDARDS FOR A 8 INCH   CONCRETE FLOOR ASSEMBLY/ NO DROPPED CEILING:   PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE WITH:       16E)(1) FBC-B 2014 1207.3 STRUCTURE-BORNE SOUND.   FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR   BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA   WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION   CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD   TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.       16E)(2) FBC-B 2014 1207.2 AIR-BORNE SOUND.   WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES   SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM   PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION   CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)   FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM   E 90.       16E)(3) FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2.   INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID   DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED   TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.       FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS   A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL   MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A   MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.       16F) PLEASE REVIEW THE TRAVEL DISTANCE FROM THE   FURTHEST POINT IN THE LAUNDRY. THIS POINT IS TO BE   TAKEN FROM THE FURTHEST POINT IN THE LAUNDRY ROOM AND   THEN THE TRAVEL ROUTE TO BE TAKEN 1 FOOT FROM THE WALL   LINE FURNITURE OR EQUIPMENT TO THE EXIT DOOR WAY.   COMMON PATH OF TRAVEL, FBC-B TABLE 1014.3. STORAGE   OCCUPANCY < 30 OCCUPANCY ALLOWS FOR 100 FT. TRAVEL   DISTANCE/ SPRINKLERED BUILDING.       16F) THE LIFE SAFETY SHEET IS SILENT AS TO THE FIRE   RATING REQUIREMENTS FOUND IN FBC-B TABLE 601 & 602.       704.2 COLUMN PROTECTION. WHERE COLUMNS ARE REQUIRED TO   HAVE PROTECTION TO BE FIRE-RESISTANCE RATED, THE ENTIRE   COLUMN SHALL BE PROVIDED INDIVIDUAL ENCASEMENT   PROTECTION BY PROTECTING IT ON ALL SIDES FOR THE FULL   COLUMN LENGTH, INCLUDING CONNECTIONS TO OTHER   STRUCTURAL MEMBERS, WITH MATERIALS HAVING THE REQUIRED   FIRE-RESISTANCE RATING. WHERE THE COLUMN EXTENDS   THROUGH A CEILING, THE ENCASEMENT PROTECTION SHALL BE   CONTINUOUS FROM THE TOP OF THE FOUNDATION OR   FLOOR/CEILING ASSEMBLY BELOW THROUGH THE CEILING SPACE   TO THE TOP OF THE COLUMN.       704.3 PROTECTION OF THE PRIMARY STRUCTURAL FRAME OTHER   THAN COLUMNS. MEMBERS OF THE PRIMARY STRUCTURAL FRAME   OTHER THAN COLUMNS THAT ARE REQUIRED TO HAVE PROTECTION   TO ACHIEVE A FIRE-RESISTANCE RATING AND SUPPORT MORE   THAN TWO FLOORS OR ONE FLOOR AND ROOF, OR SUPPORT A   LOAD-BEARING WALL OR A NONLOAD-BEARING WALL MORE THAN   TWO STORIES HIGH, SHALL BE PROVIDED INDIVIDUAL   ENCASEMENT PROTECTION BY PROTECTING THEM ON ALL SIDES   FOR THE FULL LENGTH, INCLUDING CONNECTIONS TO OTHER   STRUCTURAL MEMBERS, WITH MATERIALS HAVING THE REQUIRED   FIRE-RESISTANCE RATING.       704.4 PROTECTION OF SECONDARY MEMBERS. SECONDARY   MEMBERS THAT ARE REQUIRED TO HAVE A FIRE-RESISTANCE   RATING SHALL BE PROTECTED BY INDIVIDUAL ENCASEMENT   PROTECTION, BY THE MEMBRANE OR CEILING OF A HORIZONTAL   ASSEMBLY IN ACCORDANCE WITH SECTION 711, OR BY A   COMBINATION OF BOTH.       17) SHEET A2.01B BASEMENT LEVEL;   17A) THE LAUNDRY TERMINATION ROOM, LAUNDRY ROOM ARE IN   THE SAME ROOM. THE PLANS DO NOT INDICATE WHERE THE   LAUNDRY TERMINATION ROOM ENDS AND WHERE THE CORRIDOR   BEGINS. THE PLANS DO NOT INDICATE WHERE THE DIRTY   LAUNDRY CARTS ARE GOING TO BE STORED EITHER. THE PLANS   ALSO SHOW THE SAME LAUNDRY TERMINATION ROOM AS THE   LAUNDRY ROOM. THE PLANS ARE SILENT AS TO WHERE THE   CLEAN LINENS ARE TO BE STORED, NOR DO THE PLANS   INDICATE WHAT WILL BE STORED IN THE BASEMENT LEVEL   STORAGE ROOM. THIS WHOLE AREA NEEDS TO SHOW HOW   COMPLIANCE WITH ALL THESE CONCERNS ARE GOING TO BE   ADDRESSED.   PLEASE SEE FBC-B 1014.2 EGRESS THROUGH INTERVENING   SPACES. EGRESS THROUGH INTERVENING SPACES SHALL COMPLY   WITH THIS SECTION. 4. EGRESS SHALL NOT PASS THROUGH   STORAGE ROOMS, CLOSETS OR SPACES USED FOR SIMILAR   PURPOSES.       17B) 2014 FBC-B 713.13.4 TERMINATION ROOM. REFUSE,   RECYCLING, AND LAUNDRY CHUTES SHALL DISCHARGE INTO AN   ENCLOSED ROOM SEPARATED FROM THE REMAINDER OF THE   BUILDING BY FIRE BARRIERS CONSTRUCTED IN ACCORDANCE   WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED   IN ACCORDANCE WITH SECTION 711, OR BOTH.       17C) 713.13.4 TERMINATION ROOM. OPENINGS INTO THE   TERMINATION ROOM SHALL BE PROTECTED BY OPENING   PROTECTIVES HAVING A FIRE PROTECTION RATING EQUAL TO   THE PROTECTION REQUIRED FOR THE SHAFT ENCLOSURE. 2 HOUR   SHAFT ENCLOSURES REQUIRE 1 ? HOUR OPENING PROTECTIVES   TABLE 716.5.       17D) 713.13.4 TERMINATION ROOM. DOORS SHALL BE SELF- OR   AUTOMATIC-CLOSING UPON THE DETECTION OF SMOKE IN   ACCORDANCE WITH SECTION 716.5.9.3. DOOR NOT SHOWN ON   THE PLANS.       17E)LAUNDRY CHUTE DETAILS. SEE SHEET A6.05 THESE   DETAILS SEEM TO BE TAKEN FROM A DETAIL SHEET PAGE 2 AND   3 WHERE THEY ARE NOTE SHOWN. NOTES 1,2,3,8,9,12 & 13.   107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.       17F) PLEASE NOTE IN THIS DETAIL THE 2 HOUR FIRE RATED   SHAFT IS NOT SHOWN. IT IS NOT CLEAR IF THE SHAFT   CONTINUES DOWN INTO THE TERMINATION ROOM AND THE 1 ?   HOUR PROTECTIVE IS THE NOTE(3) DISCHARGE DOOR. THE   PLANS DO NOT INDICATE ANY FIRE RATING.       17G)(1) THE PLANS ARE NOT CLEAR WITH NOTE 7 AND NOTE 12   IF THESE ARE A SEPARATE ITEM NOT DEALING WITH THE   REQUIREMENTS FOR 713.13.6 AUTOMATIC SPRINKLER SYSTEM.   AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE   INSTALLED IN ACCORDANCE WITH SECTION 903.2.11.2.   17G)(2) FBC-B 903.2.11.2 RUBBISH AND LINEN CHUTES. AN   AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AT THE   TOP OF RUBBISH AND LINEN CHUTES AND IN THEIR TERMINAL   ROOMS. CHUTES SHALL HAVE ADDITIONAL SPRINKLER HEADS   INSTALLED AT ALTERNATE FLOORS AND AT THE LOWEST INTAKE.   WHERE A RUBBISH CHUTE EXTENDS THROUGH A BUILDING MORE   THAN ONE FLOOR BELOW THE LOWEST INTAKE, THE EXTENSION   SHALL HAVE SPRINKLERS INSTALLED THAT ARE RECESSED FROM   THE DROP AREA OF THE CHUTE AND PROTECTED FROM FREEZING   IN ACCORDANCE WITH SECTION 903.3.1.1. SUCH SPRINKLERS   SHALL BE INSTALLED AT ALTERNATE FLOORS, BEGINNING WITH   THE SECOND LEVEL BELOW THE LAST INTAKE AND ENDING WITH   THE FLOOR ABOVE THE DISCHARGE. CHUTE SPRINKLERS SHALL   BE ACCESSIBLE FOR SERVICING.       17H) THE SOILED LINEN WHERE TO STORE? VERSES THE CLEAN   LINEN ROOMS. TABLE 509 INCIDENTAL USES.       17I) INTERIOR WALLS DO NOT HAVE IDENTIFICATION TAGS   IDENTIFYING WALL TYPES. 107.3.5.1.1 MINIMUM COMMERCIAL   PLAN REVIEW REQUIREMENTS. (4) FIRE RESISTANT   CONSTRUCTION.       18) SHEET A2.01A. GROUND FLOOR;   18A) THIS FLOOR DOES HAVE WALL IDENTIFICATION TAGS.   WALL TYPES ARE FOUND ON SHEET A8.03.   THERE ARE (2) ISSUES WITH THE WALL TYPES FOUND ON THIS   SHEET.       18A)(1) FOR THE METAL STUD FIRE RATED WALLS THESE WALL   TYPES LIST A UL FIRE RATING AND HOUR RATING. WHAT THE   DESIGNER OF RECORD DIDN?T INCLUDE WAS A SHEET THAT   GIVES EACH OF THE WALL ASSEMBLY BREAK DOWNS AS IN THE   UL LISTING BOOK. THE INSPECTORS NEED THIS INFORMATION   TO VERIFY THE WALLS WERE BUILT CORRECTLY ACCORDING TO   THE WALL ASSEMBLY AS TESTED. FBC-B 703.2   FIRE-RESISTANCE RATINGS.       18B) PLEASE SHOW THE MASONRY WALLS 4 INCH / 2 HR. RATED   WITH THE CENTER CAVITY. THE DESIGN # 906 IS FOR 6INCH   BLOCK EITHER HOLLOW OR SOLID BUT NOT FOR A 4 INCH BLOCK   WALL. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. FBC-B   TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (INCHES) OF   BEARING OR NONBEARING CONCRETE MASONRY WALLS.       18C) THE L. S. SHEET NOR THE GROUND FLOOR SHOW THE   PARKING GARAGE AS DESIGNED OPEN OR ENCLOSED. THE PLANS   DO NOT APPEAR TO MAKE THE REQUIREMENTS FOR AN OPEN   PARKING GARAGE UNDER SECTION FBC-B 406.5.2 AND WILL   NEED TO MEET THE REQUIREMENTS FOR 406.6.2 VENTILATION   AND 406.6.3 AUTOMATIC SPRINKLER SYSTEM.   THE M1.1 SHEET ALSO DOES NOT SHOW ANY MECHANICAL   EQUIPMENT FOR MECHANICAL EQUIPMENT. THERE SEAMS TO BE A   OPENING MISSING IN THE GARAGE CEILING (HIDDEN DASHED   LINE) ON THE GRID LINE C/ 5 THAT GOES VERTICALLY   THROUGH TO THE ROOF. IF THE DESIGNERS INTENT IS O TAKE   CREDIT FOR THE 3 VERTICAL OPENS IN THE CEILING AS WELL   AS THE ONE ON GRID LINE C/5 AS EQUAL TO CROSS   VENTILATION FOR AN OPEN PARKING GARAGE, THEN   CALCULATIONS WILL BE NEEDED TO PROVIDE CODE COMPLIANCE   UNDER SECTION 104.11 ALTERNATE MATERIALS, DESIGN AND   METHODS OF CONSTRUCTION AND EQUIPMENT. A LETTER TO THE   BUILDING OFFICIAL WOULD ALSO NEED TO FOLLOW ASKING THIS   DESIGN TO BE REVIEWED UNDER 104.11 ALTERNATE MATERIALS,   DESIGN AND METHODS OF CONSTRUCTION AND EQUIPMENT.       104.11.1 RESEARCH REPORTS. SUPPORTING DATA, WHERE   NECESSARY TO ASSIST IN THE APPROVAL OF MATERIALS OR   ASSEMBLIES NOT SPECIFICALLY PROVIDED FOR IN THIS CODE,   SHALL CONSIST OF VALID RESEARCH REPORTS FROM APPROVED   SOURCES.       18D) THE NORTH PROPERTY LINE THERE IS A GATE MARKED #   3, THIS MOTORIZED GATE SHOWS IN THE OPEN POSITION ON   BOTH THE GRADE PLAN AND LIFE SAFETY SHEET LS1.01. WHEN   YOU LOOK AT THE ELEVATION SHEET A3.04 WHEN THE GATE IS   IN THE CLOSED POSITION IT BLOCKS THE MEANS OF EGRESS   FROM THE NORTH STAIR TOWER.       2014 FBC-B 1008.2 GATES. GATES SERVING THE MEANS OF   EGRESS SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF   THIS SECTION. GATES USED AS A COMPONENT IN A MEANS OF   EGRESS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS FOR   DOORS.   2014 FBC-B 1008.1.2 DOOR SWING. EXCEPTION 9. IN OTHER   THAN GROUP H OCCUPANCIES, MANUALLY OPERATED HORIZONTAL   SLIDING DOORS ARE PERMITTED IN A MEANS OF EGRESS FROM   SPACES WITH AN OCCUPANT LOAD OF 10 OR LESS.       DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL   WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT   LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY.       18E) THIS SAME AREA THERE IS A DELIVERY SERVICE AREA 10   FT. X 25 FT. PLEASE SHOW WHERE THE EXIT DISCHARGE PATH   OF EGRESS WILL OCCUR SINCE THE DELIVERY LANE IS 10 FEET   WIDE AND FROM THE BUILDING TO THE PROPERTY LINE   THERE IS ONLY 11 FEET .       1027.4.1 WIDTH. THE MINIMUM WIDTH OF EGRESS COURTS   SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT   SUCH WIDTH SHALL NOT BE LESS THAN 44 INCHES (1118 MM),   EXCEPT AS SPECIFIED HEREIN. EGRESS COURTS SERVING GROUP   R- 3 AND U OCCUPANCIES SHALL NOT BE LESS THAN 36 INCHES   (914 MM) IN WIDTH. THE REQUIRED WIDTH OF EGRESS COURTS   SHALL BE UNOBSTRUCTED TO A HEIGHT OF 7 FEET (2134 MM).       1027.4.2 CONSTRUCTION AND OPENINGS. WHERE AN EGRESS   COURT SERVING A BUILDING OR PORTION THEREOF IS LESS   THAN 10 FEET (3048 MM) IN WIDTH, THE EGRESS COURT WALLS   SHALL HAVE NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED   CONSTRUCTION FOR A DISTANCE OF 10 FEET (3048 MM) ABOVE   THE FLOOR OF THE COURT. OPENINGS WITHIN SUCH WALLS   SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE   PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.       18F) THE SOUTH STAIRWAY THE WALKWAY IS NOT DIMENSIONED   AS TO WIDTH. PLEASE NOTE THE STORAGE DOORS 121 BEING 3   FOOT WIDE DOORS. SEE SECTION 1005.7.1 DOORS. DOORS IN   ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY   MORE THAN ONE-HALF THE REQUIRED EGRESS PATH.       18G) THE GATE # 101 IS A OUT SWING GATE AND HAS LESS   THAN 18 INCHES ON THE PULL SIDE OF THE LATCH. SEE 2014   ACCESS. CODE 404.2.4 MANEUVERING CLEARANCES.       18H) PLEASE REVIEW THE ENTRY INTO THE PARKING GARAGE   SOUTH SIDE OF THE BUILDING THERE IS A MOTORIZED GATE.   THE LOCATION OF THE GATE MOTOR WILL BLOCK ACCESS FOR   PEOPLE EXITING THE GARAGE TO THE PUBLIC WAY, THE GATE   IN THE CLOSED POSITION WOULD STILL HAVE TO HAVE A FRAME   WORK OVER THIS EXIT DISCHARGE. WHEN THE GATE IS IN THE   OPEN POSITION THE GATE FRAMEWORK WOULD EXTEND PAST THE   PROPERTY LINE. THE SECOND ISSUE IS FOR THIS WALKWAY TO   BE ACCESSIBLE THERE CANNOT BE A STEP FROM THE GARAGE UP   TO THE LANDING FOR THE VERTICAL EXIT.   THIS IS THE ONLY EXIT OUT OF THE GARAGE. 2014   FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF EGRESS   SHALL COMPLY WITH SECTION 1003.2.13 OF THE   INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001   SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL   BUILDING CODE (2003 EDITION).       18I) THERE SEEMS TO BE A DISCREPANCY IN PLANS WITH THE   LOCATION OF GATE # 101. PLEASE ALSO SEE THE SOUTH   ELEVATION A4.03 107.2.1.3 ADDITIONAL INFORMATION IS   REQUIRED.       18J) GATE # 103 SWINGS BACK IN THE FLOW OF EGRESS.   FBC-B 1008.2 GATES. GATES SERVING THE MEANS OF EGRESS   SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF THIS   SECTION. GATES USED AS A COMPONENT IN A MEANS OF EGRESS   SHALL CONFORM TO THE APPLICABLE REQUIREMENTS FOR DOORS.   1008.1.2 DOOR SWING. DOORS SHALL SWING IN THE DIRECTION   OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA   CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS OR A   GROUP H OCCUPANCY.       18K) THE PLANS DO NOT INDICATE A CUT SECTION THROUGH   THE FRONT COUNTER FOR REGISTERING. PLEASE SHOW HOW   COMPLIANCE WITH ACCESS. CODE 904.3.2 COUNTER & 904.4   SALES AND SERVICE COUNTERS. , 904.3.3 CHECK WRITING   SURFACES & WHERE PROVIDED, CHECK WRITING SURFACES SHALL   COMPLY WITH 902.3.       19) SHEET A2.02 THE SECOND FLOOR LEVEL:   19A) THE ACCESSIBLE SUITE # 2 IS MISSING THE 18 INCHES   ON THE INTERIOR SIDE OF THE MAIN ENTRY DOOR. SEE 2014   ACCESS. CODE 404.2.4.       19B) THE ACCESSIBLE SUITE SHOWS A DETAIL # 1/ A7.2   SHOULD INCLUDE THE KITCHENETTE UNIT SINCE IT IS WITHIN   THE DETAIL, NOT INCLUDED. PLEASE PROVIDE ELEVATION   DETAILS FOR THE KITCHENETTE AREA AND COMPLIANCE WITH;   ACCESS. CODE 606.3 HEIGHT. LAVATORIES AND SINKS SHALL   BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR   COUNTER SURFACE 34 INCHES (865 MM) MAXIMUM ABOVE THE   FINISH FLOOR OR GROUND.   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.       19C) THE ACCESSIBLE SUITE DOES NOT INDICATE HOW   COMPLIANCE WITH 242.2 ACCESSIBLE SWIMMING POOLS ARE   GOING TO BE ACHIEVED. SEE EXCEPTION 1 REQUIREMENT.   WHERE A SWIMMING POOL HAS LESS THAN 300 LINEAR FEET OF   SWIMMING POOL WALL, NO MORE THAN ONE ACCESSIBLE MEANS   OF ENTRY SHALL BE REQUIRED PROVIDED THAT THE ACCESSIBLE   MEANS OF ENTRY IS A SWIMMING POOL LIFT COMPLYING WITH   1009.2 OR SLOPED ENTRY COMPLYING WITH 1009.3.       19D) THIS IS GOING TO BE A COMMENT FOR ALL UNITS NOT   JUST THE ACCESSIBLE UNIT. THE PLANS SHOW SLIDING GLASS   DOORS THAT LED FROM WITHIN THE SUITE OUT TO THE TERRACE   DECK. THE COMPLETE OPENING BEING 14 FOOT 10 INCHES WIDE   DIVIDE BY 3 EQUALS OR EACH PANEL 4 FT. 11 ? INCHES   APPROXIMATELY. THIS SIZE DOOR CAN BE USED IN A MEANS OF   EGRESS WHEN THE OCCUPANT LOAD IS 10 OR LESS, 1008.1.2   EXCEP. #9. THE DOOR IS 19/32 IN. LAMINATED GLASS.   2014 FBC-B 1008.1.3 DOOR OPENING FORCE. THE FORCE FOR   PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS,   OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS (22   N). FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND   FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN   SUBJECTED TO A 15-POUND (67 N) FORCE. THE DOOR SHALL BE   SET IN MOTION WHEN SUBJECTED TO A 30-POUND (133 N)   FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION   WHEN SUBJECTED TO A 15-POUND (67 N) FORCE.   FOR THE ACCESSIBLE UNIT THE OPENING FORCE FOR THE   SLIDING GLASS DOOR WILL BE FBC-ACCESS. CODE 404.2.9   DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A   MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE   ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR   PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL   BE AS FOLLOWS: 2. SLIDING OR FOLDING DOORS: 5 POUNDS   (22.2 N) MAXIMUM.       19E) THE OTHER ISSUE COMMON TO ALL UNITS WITH THE   SLIDING DOOR TO THE POOL DECK IS: 404.2.7 DOOR AND GATE   HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER   OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH   309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34   INCHES (865 MM) MINIMUM AND 48 INCHES (1220 MM) MAXIMUM   ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS   ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE   SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.   EXCEPTIONS: 2. ACCESS GATES IN BARRIER WALLS AND FENCES   PROTECTING POOLS, SPAS, AND HOT TUBS SHALL BE PERMITTED   TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON   SELF-LATCHING DEVICES AT 54 INCHES (1370 MM) MAXIMUM   ABOVE THE FINISH FLOOR OR GROUND PROVIDED THE   SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES   AND OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER, OR   INTEGRAL COMBINATION LOCK.       THE DOORS ARE TO BE SELF-CLOSING AND SELF-LATCHING.   FBC-B 454.1.3.1.9 ACCESS THROUGH THE BARRIER OR FENCE   FROM DWELLING UNITS, SUCH AS HOMES, APARTMENTS, MOTEL   ROOMS AND HOTEL ROOMS, SHALL BE THROUGH SELF-CLOSING,   SELF-LATCHING LOCKABLE GATES OF 48 INCH (1219 MM)   MINIMAL HEIGHT FROM THE FLOOR OR GROUND WITH THE LATCH   LOCATED A MINIMUM OF 54 INCHES (1372 MM) FROM THE   BOTTOM OF THE GATE OR AT LEAST 3 INCHES (76 MM) BELOW   THE TOP OF THE GATE ON THE POOL SIDE. IF THE   SELF-CLOSING, SELF-LATCHING GATE IS ALSO SELF-LOCKING   AND IS OPERATED BY A KEY LOCK, ELECTRONIC OPENER OR   INTEGRAL COMBINATION LOCK, THEN THE OPERABLE PARTS OF   SUCH LOCKS OR OPENERS SHALL BE 34 INCHES MINIMUM (864   MM) AND 48 INCHES MAXIMUM (1219 MM) ABOVE THE FINISHED   FLOOR OR GROUND.       19F) PLEASE NOTE THE SLIDING GLASS DOOR, THE THRESHOLD   INDICATES ONLY TO BE ? INCH HIGH. 404.2.5 THRESHOLDS.   THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH   (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN   LEVEL AT DOORWAYS SHALL COMPLY WITH ACCESS. CODE 302   AND 303. HOW WILL WATER INTRUSION BE HANDLED IN A   HURRICANE?       19G) COMMON COMMENT FOR ALL FLOORS. THE SHAFT WALLS FOR   THE LAUNDRY CHUTE DO NOT HAVE WALL IDENTIFICATION TAGS.   FBC-B 713.4 FIRE-RESISTANCE RATING. SHAFT ENCLOSURES   SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2   HOURS WHERE CONNECTING FOUR STORIES OR MORE, AND NOT   LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR   STORIES.       19H) COMMON COMMENT FOR ALL FLOORS. PLEASE SEE DOOR # 8   TO THE HOSE KEEPING ROOM IN THE DOOR SCHEDULE MISSING   THE FIRE RATING. FBC-B 713.13.3 REFUSE, RECYCLING AND   LAUNDRY CHUTE ACCESS ROOMS.   ACCESS OPENINGS FOR REFUSE, RECYCLING AND LAUNDRY   CHUTES SHALL BE LOCATED IN ROOMS OR COMPARTMENTS   ENCLOSED BY NOT LESS THAN 1-HOUR FIRE BARRIERS   CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR   HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH   SECTION 711, OR BOTH. OPENINGS INTO THE ACCESS ROOMS   SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE   PROTECTION RATING OF NOT LESS THAN 3/4 HOUR. DOORS   SHALL BE SELF- OR AUTOMATIC-CLOSING UPON THE DETECTION   OF SMOKE IN ACCORDANCE WITH SECTION 716.5.9.3.       20) THE ACCESSIBLE SUITE SHOWS A DETAIL # 1/ A7.2. THE   ACCESSIBLE BATHROOM:   20A) THIS SHEET STATES MANY TIMES ON THE SHEET THIS IS   A ADA COMPLIANT. PLEASE NOTE THE DESIGN MAYBE ADA   COMPLIANT BUT THE STATE OF FLORIDA USES THE 2014   FLORIDA ACCESSIBILITY CODE THAT HAS BEEN APPROVED BY   THE DEPARTMENT OF JUSTICE. THE FLORIDA ACCESSIBILITY   CODE IS A MORE STRINGENT CODE THAN THE ADA. PLEASE   REVIEW THE CLEAR FLOOR SPACE REQUIRED FOR THE WATER   CLOSET.   2014 FBC-ACCESS. CODE 604.3.2 OVERLAP. THE REQUIRED   CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO   OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS,   DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS,   SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND   CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING   SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE   LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE.   604.3.1 SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE   60 INCHES (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM   THE SIDE WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED   PERPENDICULAR FROM THE REAR WALL.       20B) DETAIL D NOTE 11 INDICATES BACKING IS REQUIRED FOR   ADAPTABLE BATHROOMS. TABLE 224.2 WILL REQUIRE AT LEAST   ONE GUESTROOM/ BATHROOM TO COMPLY WITH GUEST ROOM WITH   MOBILITY FEATURES, 609.8 STRUCTURAL STRENGTH. ALLOWABLE   STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN   A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED   AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING   DEVICE, OR SUPPORTING STRUCTURE.       20C) PLEASE NOTE ON THE GRAB BAR DIMENSIONS THE 2014   FBC-ACCESSIBILITY CODE TAKES THE DIMENSIONS FROM THE   TOP OF THE GRASPING SURFACE NOT CENTERLINE. 609.4.       20D) TOWEL BARS ARE NOT DIMENSIONED BUT SHOULD BE IN   THE REACH RANGES FOR EITHER FORWARD OR SIDE APPROACH   SEE FBC-ACCESS. CODE 308.1.   20E) COAT HOOKS AND SHELVING TO COMPLY WITH 604.2.       20F) THE STEAM SHOWER IN THE ACCESSIBLE GUEST UNIT WILL   ALSO NEED TO SHOW COMPLIANCE WITH THE 2014 FBC-ACCESS.   CODE ;   20F)(1) 612.2 BENCH. WHERE SEATING IS PROVIDED IN   SAUNAS AND STEAM ROOMS, AT LEAST ONE BENCH SHALL COMPLY   WITH 903. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR   SPACE REQUIRED BY 903.2. EXCEPTION: A READILY REMOVABLE   BENCH SHALL BE PERMITTED TO OBSTRUCT THE TURNING SPACE   REQUIRED BY 612.3 AND THE CLEAR FLOOR OR GROUND SPACE   REQUIRED BY 903.2.       20F)(2) 612.3 TURNING SPACE. A TURNING SPACE COMPLYING   WITH 304 SHALL BE PROVIDED WITHIN SAUNAS AND STEAM   ROOMS.       21) SHEET A2.07 THESE COMMENTS WILL BE COMMON TO ALL   FLOORS 2-5;   21A) NOTE # 14 INDICATES THE USE OF TREX DECK TERRACE   AND CEILING. THERE IS NO PRODUCT INFORMATION FOR THE   TREX DECK SYSTEM. PLEASE PROVIDE THE MANUFACTURERS   SPECIFICATION, IF THIS IS A COMBUSTIBLE PRODUCT AND IF   SO THE FLAME SPREAD AND TO WHAT STANDARD THE PRODUCT   WAS TESTED TOO? SEE FBC-B SECTION 603 COMBUSTIBLE   MATERIAL IN TYPE I AND II CONSTRUCTION. 603.1 ALLOWABLE   MATERIALS.       21B) THERE ARE NO PLANS FOR THE TREX DECK DROP CEILING   ASSEMBLY. TYPE OF FRAMING, MATERIAL, SPACING, SIZE OF   FRAMING MEMBERS, ANCHORAGE TO THE DECK ABOVE IF STIFF   BACKS ARE REQUIRED. 107.3.5 MINIMUM PLAN REVIEW   CRITERIA FOR BUILDINGS. 107.3.5.1 COMMERCIAL BUILDINGS:   DROPPED EXTERIOR CEILING ASSEMBLIES.       21C) DETAILS 3 & 4 BOTH INDICATE THE USE OF INSULATION   IN BOTH THE MECHANICAL PLENUM AS WELL AS THE DROPPED   CEILING WITHIN THE TYPICAL SUITE. THE PLANS DOES NOT   DECLARE WHAT TYPE OF INSULATION IS GOING TO BE   INSTALLED? IS THIS INSULATION GOING TO BE FOR BOTH   SOUND AND THERMAL VALUES? SEE FBC-B 720.1 & 720.2.       21D) DETAILS 3 & 4 WITHIN THE SUITE SHOW A DROPPED   CEILING ASSEMBLY, FASTENED TO THE CONCRETE DECK ABOVE   AS WELL AS A DROPPED CEILING ASSEMBLY WITH WHAT MAYBE A   LIGHT TROUGH. THE INSULATION ABOVE WOULD STILL BE   WITHIN THE ROOM PROPER. PLEASE PROVIDE ADDITIONAL   DETAILS AS TO THE TYPE OF FRAMING MATERIALS, ANCHORAGE   TO THE DECK ABOVE, SIZE OF FRAMING MEMBERS, SPACING OF   FRAMING MEMBERS THE TYPE OF INSULATION, THE THICKNESS   AND TYPE OF FINISH MATERIAL FOR THE DROPPED CEILING. .   107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.   107.3.5.1 COMMERCIAL BUILDINGS: DROPPED EXTERIOR   CEILING ASSEMBLIES.   FBC-B 720.3 EXPOSED INSTALLATION. INSULATING MATERIALS,   WHERE EXPOSED AS INSTALLED IN BUILDINGS OF ANY TYPE OF   CONSTRUCTION, SHALL HAVE A FLAME SPREAD INDEX OF NOT   MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE   THAN 450.   FBC-B 803.11.2 SET-OUT CONSTRUCTION. WHERE WALLS AND   CEILINGS ARE REQUIRED TO BE OF FIRE-RESISTANCE-RATED OR   NONCOMBUSTIBLE CONSTRUCTION AND WALLS ARE SET OUT OR   CEILINGS ARE DROPPED DISTANCES GREATER THAN SPECIFIED   IN SECTION 803.11.1, CLASS A FINISH MATERIALS, IN   ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2, SHALL BE   USED.       21E) PLEASE NOTE THE PLANS DO NOT ADDRESS THE FRAMING   MEMBERS FOR THE POOL DECK. SHEET S-13 SECTION SHOWS   3X12?S AT 16 INCHES ON CENTER. THIS BUILDING IS   CLASSIFIED AS A BUILDING TYPE IIA.       FBC-B SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II   CONSTRUCTION. 603.1 ALLOWABLE MATERIALS. EXCEPTION; 12.   STAGES AND PLATFORMS CONSTRUCTED IN ACCORDANCE WITH   SECTIONS 410.3 AND 410.4, RESPECTIVELY.   410.4 PLATFORM CONSTRUCTION. PERMANENT PLATFORMS SHALL   BE CONSTRUCTED OF MATERIALS AS REQUIRED FOR THE TYPE OF   CONSTRUCTION OF THE BUILDING IN WHICH THE PERMANENT   PLATFORM IS LOCATED. PERMANENT PLATFORMS ARE PERMITTED   TO BE CONSTRUCTED OF FIRE-RETARDANT-TREATED WOOD FOR   TYPES I, II AND IV CONSTRUCTION WHERE THE PLATFORMS ARE   NOT MORE THAN 30 INCHES (762 MM) ABOVE THE MAIN FLOOR,   AND NOT MORE THAN ONE-THIRD OF THE ROOM FLOOR AREA AND   NOT MORE THAN 3,000 SQUARE FEET (279 M2) IN AREA. WHERE   THE SPACE BENEATH THE PERMANENT PLATFORM IS USED FOR   STORAGE OR ANY PURPOSE OTHER THAN EQUIPMENT, WIRING OR   PLUMBING, THE FLOOR ASSEMBLY SHALL BE NOT LESS THAN   1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. WHERE THE   SPACE BENEATH THE PERMANENT PLATFORM IS USED ONLY FOR   EQUIPMENT, WIRING OR PLUMBING, THE UNDERSIDE OF THE   PERMANENT PLATFORM NEED NOT BE PROTECTED.       21F) THE S-13 SHEET DOES NOT PROVIDE THE TYPE OF   ANCHORS TO HOLD THE LEDGER BOARD NOR THE TYPE OF   BUCKETS TO HOLD THE FRAMING MEMBERS. 107.3.5 MINIMUM   PLAN REVIEW CRITERIA FOR BUILDINGS. 107.3.5.1   COMMERCIAL BUILDINGS. FLOOR SYSTEMS.       21G) POOLS AND ASSOCIATED EQUIPMENT WILL BE UNDER   SEPARATE PERMITS FOR EACH UNIT FOR THE RECORDING OF   INSPECTIONS. 105.1. PERMITS REQUIRED.       22) SHEET A3.03 THE GREEN SCREEN SYSTEM PANELS CAN BE A   SUBMITTAL THAT COULD QUALIFY AS A DEFERRED SUBMITTAL,   PLEASE PROVIDE THE WIND DESIGN PARAMETERS FOR THE   SPECIALTY ENGINEERS CAN DESIGN TO THE PROPER WIND   SPEED. 107.3.4.2 DEFERRED SUBMITTALS. 2014 FBC-B   1603.1.4 WIND DESIGN DATA.       23) SHEET A2.05 ROOF PLAN.       23A) THE ROOF DRAINS 2 & 3 BOTH ARE MISSING   SECONDARY(EMERGENCY OVERFLOW) DRAINS OR SCUPPERS. FBC-B   1503.4.1.       23B) STAIR TOWER 1 & 2 BOTH SHOW OVERFLOW SCUPPERS BUT   NO SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS.   FBC-B 1503.4.1.       23C) PLEASE PROVIDE DETAILS FOR SCUPPERS AND OVERFLOW   SCUPPERS, THE BOTTOM OF EACH UNIT IN RELATIONSHIP WITH   THE ROOF. FBC-B 1503.4.2 SCUPPERS. OVERFLOW SCUPPERS   ARE SHOWN.       23D) PLEASE PROVIDE A ANCHORING DETAIL FOR THE ROOF TOP   A/C STANDS FOR THE APPROPRIATE SIZE OF ROOF TOP   COMPRESSOR. PLEASE ALSO INCLUDE THE ATTACHMENT OF THE   COMPRESSOR TO THE STAND. FBC-B 2014 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?       23E) PLEASE PROVIDE THE MINIMUM HEIGHT REQUIREMENTS FOR   THE A/C STANDS IN COMPLIANCE WITH FBC-B TABLE 1509.6.5.       23F) ROOFTOP SKYLIGHTS. SECTION 603 COMBUSTIBLE   MATERIAL IN TYPE I AND II CONSTRUCTION. 603.1 ALLOWABLE   MATERIALS. 15. LIGHT-TRANSMITTING PLASTICS AS PERMITTED   BY CHAPTER   26. PLEASE PROVIDE COMPLIANCE WITH: 2609.4 AREA   LIMITATIONS. ROOF PANELS SHALL BE LIMITED IN AREA AND   THE AGGREGATE AREA OF PANELS SHALL BE LIMITED BY A   PERCENTAGE OF THE FLOOR AREA OF THE ROOM OR SPACE   SHELTERED IN ACCORDANCE WITH TABLE 2609.4. CC1 OR CC2?       23G) SHEET A4.03 SHOWS A CUT SECTION THROUGH THE   SKYLIGHT WITH A CMU CURB. THERE ARE NO DETAILS OF THIS   CURB IN THE ARCHITECTURAL SHEETS NOR THE STRUCTURAL   SHEETS. 107.2.1.3 ADDITIONAL INFORMATION IS ENQUIRED.       23H) PLEASE REVIEW NOTES ON THE RIGHT SIDE OF THE PAGE   1-15 THESE DEAL WITH THE FLOORS BELOW. NEED TO BE   DELETED. 107.2.1.3 DISCREPANCY IN PLANS.       24) SHEET A6.03, ELEVATOR, PLEASE SHOW COMPLIANCE WITH   FBC-B 3002.4 ELEVATOR CAR TO ACCOMMODATE AMBULANCE   STRETCHER. THE ELEVATOR CAR SHALL BE OF SUCH A SIZE AND   ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24   INCHES BY 76 INCHES (610 MM BY 2134 MM) WITH NOT LESS   THAN 5-INCH RADIUS CORNERS, IN THE HORIZONTAL, OPEN   POSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL   SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE).       DO NOT QOUTE CODE. 107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS. SUCH INFORMATION SHALL BE SPECIFIC, AND THE   TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE OR IN   PART,?       25) SHEET A4.03 PLEASE PROVIDE DETAILS FOR THE EYEBROW,   ANCHORING AND TYPE OF MATERIALS CONSTRUCTED AT   ELEVATION 71.416 FT. 1406.2.1 TYPE I, II, III AND IV   CONSTRUCTION. ON BUILDINGS OF TYPE I, II, III AND IV   CONSTRUCTION, EXTERIOR WALL COVERINGS SHALL BE   PERMITTED TO BE CONSTRUCTED OF COMBUSTIBLE MATERIALS,   COMPLYING WITH THE FOLLOWING LIMITATIONS: 2.   COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL BE LIMITED TO   40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE PLANE.       26) SHEET A8.11: DETAILS SHOULD BE TO THE 2014 FLORIDA   ACCESSIBILITY CODE NOT THE ADA.       26A) THE TOWEL BAR IS INDICATED TO BE 54 INCHES HIGH   (ADA). MUST BE IN THE REACH RANGES FOR ACCESSIBILITY.   SEE ACCESS. CODE 308.2.1 UNOBSTRUCTED FORWARD. 308.3.2   OBSTRUCTED SIDE REACH.       26B) ALL OF THE DETAILS FOR GRAB BARS ARE TAKEN AT THE   CENTERLINE. PLEASE BE AWARE OF THE 2014   FBC-ACCESSIBILITY CODE 609.4 THE MEASUREMENTS ARE TO BE   TAKEN FROM FINISH FLOOR TO THE TOP OF THE GRASPABLE   SURFACE 33-36 INCHES.       26C) HIGH/ LOW DRINKING FOUNTAIN. 602.4 SPOUT HEIGHT.   SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE   THE FINISH FLOOR OR GROUND. 602.7 DRINKING FOUNTAINS   FOR STANDING PERSONS.       SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING   PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43   INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR OR   GROUND.       27) SHEETS S-16 THROUGH S-19 INDICATE POSITIVE AND   NEGATIVE PRESSURES FOR THE COMPONENTS AND CLADDING. THE   PLANS DO NOT PROVIDE THE WIND DESIGN CRITERIA NOR DOES   THE PLANS INDICATE IF THE PRESSURES ARE IN VULT OR   VASD.   2014 FBC-B 1603.1.4 WIND DESIGN DATA. >60 FT. TALL/   ASCE 7-10.   THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL   BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE   DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE   STRUCTURE:   1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),   MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,   VASD, AS DETERMINED IN ACCORDANCE WITH SECTION   1609.3.1.   2. RISK CATEGORY.   3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE   THAN ONE WIND EXPOSURE IS UTILIZED.   4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.   5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR   COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY   DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL   RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/   M2).   TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &   EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE   BUILDING.   1609.3.1 WIND SPEED CONVERSION VULT TO VASD.       28) PLEASE PROVIDE WHERE ON THE STRUCTURAL SHEETS THE   PRESSURES FOR ROOF ZONES 1, 2 & 3. MISSING IN THE   PLANS. 2014 FBC-B 1603.1.4 WIND DESIGN DATA. >60 FT.   TALL/ ASCE 7-10.       29) FOR THE PRODUCT APPROVALS WITH GLAZED OPENINGS AND   MULLIONS , PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,   TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,   ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING   SIZE THE SUBMITTED PRODUCT APPROVALS THERE ARE TO MANY   VARIABLE, CIRCLE TO IDENTIFY EACH COMPONENT. COMPONENTS   & CLADDING.       30) THE NOA 15-0731.06 MIAMI ROLLING DOOR SUBMITTED   REPORT GOOD FOR +/- 65 SHEET S-18 SHOWS PRESSURES OF   -87, VASD OR VULT NOT GIVEN ON THE SHEET. ALL PRODUCT   APPROVALS ARE IN VASD. 1609.3.1 WIND SPEED CONVERSION   VULT TO VASD.       31) .(2) ROOFING APPROVALS WERE SUBMITTED FOR THIS   REVIEW.   CARLISLE MIRASEAL FLUID APPLIED WATERPROOFING MEMBRANE   NOA 13-0129.22   CARLISLE CCW-500-R HOT APPLIED LIQUID MEMBRANE NOA   12-0801.01   IN BOTH APPROVALS THERE ARE MULTIPLE SUB-SYSTEMS AND   ASSOCIATED PRESSURES. IN NEITHER REPORT WAS A   SUB-SYSTEM AND ASSOCIATED PRESSURES INDICATED. ALSO IN   BOTH REPORTS LIMITATION # 9 IS INDICATED NO ENHAANCED   FASTENING CAN OCCUR. THE PLANS DO NOT INDICATE ROOF TOP   PRESSURES FOR ZONES 1,2 & 3. PLEASE PROVIDE PRESSURES   IN VASD SINCE THE PRODUCT APPROVALS ARE IN VASD. 2014   FBC- B 1603.1.4 WIND DESIGN DATA.       32) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,   1609.6.4.4.1 COMPONENTS & CLADDING       FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.   01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES   (F) SKYLIGHTS   (G) PRE-ENGINEERED A/C STANDS       33) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT   FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL   PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND   A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT   APPLICATION. PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       34) WHEN RESUBMITTING PLANS PLEASE INDICATE THE   REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES   AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL   REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE   REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO   EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED   COOPERATION.       A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION   DEVELOPMENT SERVICES DEPARTMENT   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]                                             Review Stop E ELECTRICAL Rev No 2 Status P Date 2016-10-18 Cont ID   Sent By vperez Date 2016-10-18 Time 16:45 Rev Time 0.00 Received By vperez Date 2016-10-18 Time 16:45 Sent To   Notes 2016-10-18 16:47:08 PROVISO: SUBMIT AVAILABLE FAULT CURRENT FPL LETTER AT   TRANSFORMER AND AIC CALCULATIONS ON AS BUILTS       VAL PEREZ   *6717 Review Stop E ELECTRICAL Rev No 1 Status F Date 2016-07-28 Cont ID   Sent By vperez Date 2016-07-28 Time 07:17 Rev Time 0.00 Received By vperez Date 2016-07-27 Time 08:15 Sent To   Notes 2016-07-28 07:17:33 INITIAL ELECTRICAL PLAN REVIEW       APPLICABLE CODES IN EFFECT:   FLORIDA BUILDING CODE 2014 5TH EDITION   FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH   EDITION   NFPA 70- 2011   COMMENTS:       1. GENERAL NOTES TO CONSTRUCTION DOCUMENTS: PLEASE   PROVIDE A BLOCK NOTE INDICATING THE REQUIRED SEPARATE   PERMITS AND DATA CUT SHEET SUBMITTALS FOR ALL SITE   LIGHTING AND ASSOCIATED EQUIPMENT, ALL LOW VOLTAGE   SYSTEMS TO INCLUDE BUT NOT LIMITED TO FIRE ALARM,   ACCESS CONTROLS, CCTV, PHONE AND DATA, SIGNAGE,   WIRELESS SYSTEMS, ELEVATORS, CAR CHARGING STATIONS,   POOLS IN UNITS, ETC. A NOTE WILL SUFFICE.   2. SHEET E1.00- PLEASE ADD A GENERAL NOTE TO SHEET TO   INDICATE THE REQUIREMENTS OF NEC 300.5D3 AND TABLE   300.5 FOR MINIMUM COVER REQUIREMENTS FOR CONDUITS AND   THE PLACEMENT OF A WARNING RIBBON FOR THE SERVICE   LATERAL CONDUCTORS SHOWN FOR THIS PROJECT. A NOTE WILL   SUFFICE   3. SHEET E1.00- ADD A NOTE TO MAINTAIN ALL ELECTRICAL   EQUIPMENT ABOVE THE BASELINE FLOOD ELEVATION PER STATE   AND CITY REGULATORY AGENCIES.   4. ADDRESS ALL FIRE COMMENTS RELATED TO ELECTRICAL   DESIGN. FBC 107.3.5   5. PER FBC ENERGY CONSERVATION 2014 C405.7 PROVIDE   REQUIRED VOLTAGE DROP CALCULATIONS FOR FEEDERS AND   BRANCH CIRCUIT   6. PER NEC 110.16 ARC FLASH WARNING- SEE CODE. GENERAL   NOTE WILL SUFFICE AT RISER DIAGRAM   7. PER NEC 110.24A- AVAILABLE FAULT CURRENT- FIELD   MARKINGS. ADD GENERAL NOTE INDICATING REQUIREMENTS AT   THE SERVICE. A NOTE WILL SUFFICE   8. PROVIDE AIC CALCULATIONS PER NEC 110.9 AND 110.10-   SHOW AIC AT THE FPL TRANSFORMER WITH FPL LETTERHEAD   INDICATING AVAILABLE FAULT CURRENT. FBC 107.3.5   9. SUBMIT 1/2" DETAIL OF MAIN ELECTRICAL ROOM NOT 1/4"   AS SHOWN. NEED TO VERIFY IF PER NEC 110.26C2   UNOBSTRUCTED EGRESS IS MET PER DEPTH OF DISTANCE FROM   EQUIPMENT TO DOOR PER AHJ PERMISSION.   10. CORRECT TYPO AT RISER DIAGRAM TO SHOW ID PANEL MDPB   NOT MDBA FOR MAIN #2.   11. ADD A NOTE TO UNITS PER NEC 406.13- ALL GUEST UNITS   TO HAVE TAMPER RESISTANT RECEPTACLES.   12. PROVIDE A GENERAL NOTE TO UNITS TO INDICATE FOR NOW   THE REQUIREMENTS OF NEC 680 POOLS EQUIPMENT LOCATION TO   MAINTAIN DISTANCES REQUIRED FOR RECEPTACLES AND   LIGHTING (DIMENSIONS MAY REQUIRE GFCI PROTECTION).   SEPARATE POOL PERMITS WILL THEN BE REVIEWED PER SCOPE.   FBC 107.3.5   13. PLEASE CONFIRM IF PARKING AREA WILL HAVE   VENTILATION FOR CO EXHAUST, SEE FIRE REVIEW AND ADDRESS   ELECTRICAL SCOPE. FBC 107.3.5   14. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL   FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS   REGARDING THIS PROJECT.           VALENTINO PEREZ   ELECTRICAL PLANS EXAMINER II   561-805-6717   [email protected]                         Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2016-10-03 Cont ID   Sent By Mgonzale Date 2016-10-03 Time   Rev Time   Received By mgonzale Date 2016-10-03 Time   Sent To I Notes 2016-10-03 16:36:29 COMPLY WITH ZONING AND FIRE. Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status P Date 2016-10-21 Cont ID   Sent By pleduc Date 2016-10-21 Time   Rev Time 0.00 Received By pleduc Date 2016-10-19 Time 16:04 Sent To   Notes 2016-10-21 10:26:11 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) PLEASE PROVIDE OFFICIAL REVISIONS FOR THE MECHANICAL   SMOKE CONTROL/VENTILATION OF THE BASEMENT FOR APPROVAL.           2) PLEASE COORDINATE AN ALTERNATIVE LOCATION FOR THE   FACP WITH BUREAU.               PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected]         Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2016-07-29 Cont ID   Sent By pleduc Date 2016-08-01 Time   Rev Time 0.00 Received By pleduc Date 2016-07-22 Time 15:28 Sent To   Notes 2016-07-27 11:13:12 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE   MARSHAL, WITH THE FOLLOWING COMMENTS:           1) SHEET LS 1.01 - CONTRUCTION TYPE/OCCUPANCY. PLEASE   PROVIDE INDICATIONS/ VERIFICATIONS/CLARIFICATONS AS TO   THE OCCUPANCY CLASSIFICATION OF THE HOTEL AND THE THE   PARKING GARAGE. THE PARKING GARAGE IS A PARKING   STRUCTURE IN ACCORDANCE OF NFPA 88A AND APPLICABLE   REQUIRMENTS.           28.1.3 MULTIPLE OCCUPANCIES.   28.1.3.1 MULTIPLE OCCUPANCIES SHALL BE IN ACCORDANCE   WITH 6.1.14.       6.1.14 MULTIPLE OCCUPANCIES.   6.1.14.1 GENERAL.   6.1.14.1.1 MULTIPLE OCCUPANCIES SHALL COMPLY WITH THE   REQUIREMENTS OF 6.1.14.1 AND ONE OF THE FOLLOWING:   (1) MIXED OCCUPANCIES ? 6.1.14.3   (2) SEPARATED OCCUPANCIES ? 6.1.14.4       6.1.14.2.3 SEPARATED OCCUPANCY. A MULTIPLE OCCUPANCY   WHERE THE OCCUPANCIES ARE SEPARATED BY FIRE RESISTANCER   RATED ASSEMBLIES.   6.1.14.3 MIXED OCCUPANCIES.   6.1.14.3.1 EACH PORTION OF THE BUILDING SHALL BE   CLASSIFIED AS TO ITS USE IN ACCORDANCE WITH SECTION 6.1   6.1.14.3.2* THE BUILDING SHALL COMPLY WITH THE MOST   RESTRICTIVE REQUIREMENTS OF THE OCCUPANCIES INVOLVED,   UNLESS SEPARATE SAFEGUARDS ARE APPROVED.       PLEASE PROVIDE VERIFICATION AND THE APPLICABLE   REQUIRMENTS.           2) SHEET LS 1.01 - A PARKING GARAGE IS INDICATED ON THE   GROUND FLOOR. IS IT AN OPEN PAKING STRUCUTRE OR CLOSED   PARKING STRUCTURE?       PER NFPA 88A STANDARD FORPARKING STRUCTURES 2011   EDITION- 3.3 GENERAL DEFINITIONS. 3.3.2* PARKING   STRUCTURE. A BUILDING, STRUCTURE, OR PORTION THEREOF   USED FOR THE PARKING, STORAGE, OR BOTH, OF MOTOR   VEHICLES.   3.3.2.3 PARKING STRUCTURE, ENCLOSED. ANY PARKING   STRUCTURE THAT IS NOT AN OPEN PARKING STRUCTURE.   3.3.2.4 PARKING STRUCTURE, OPEN. A PARKING STRUCTURE   THAT MEETS THE REQUIREMENTS OF SECTION 5.5.       PLEASE PROVIDE INDICATIONS/JUSTIFICATION OF TYPE OF   PARKING STRUCTURE AND COMPLIANCE WITH THE REQUIRMENTS.               3) SHEET LS 1.01 & 2-5 FLOOR PLAN SHEETS. THE MEANS OF   EGRESS SHALL COMPLY WITH NFPA 101 CHAPTER 28, NEW   HOTELS AND DORMITORIE AND ALL APPLICABLE CODES.   EXIT FROM THE HOTEL ROOM CORRIDOR APPEARS TO BE OEPNING   INTO AN OPEN CORRIDOR.       28.2.2 MEANS OF EGRESS COMPONENTS.   28.2.2.1 GENERAL.   28.2.2.1.1 COMPONENTS OF MEANS OF EGRESS SHALL BE   LIMITED TO THE TYPES DESCRIBED IN 28.2.2.2 THROUGH   28.2.2.12.   28.2.2.1.2 IN BUILDINGS, OTHER THAN HIGH-RISE   BUILDINGS, THAT ARE PROTECTED THROUGHOUT BY AN   APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN   ACCORDANCE WITH 28.3.5, EXIT ENCLOSURES SHALL HAVE A   MINIMUM 1-HOUR FIRE RESISTANCE RATING, AND DOORS SHALL   HAVE A MINIMUM 1-HOUR FIRE PROTECTION RATING.       28.2.5 ARRANGEMENT OF MEANS OF EGRESS.   28.2.5.1 ACCESS TO ALL REQUIRED EXITS SHALL BE IN   ACCORDANCE WITH SECTION 7.5, AS MODIFIED BY 28.2.5.2.       7.5 ARRANGEMENT OF MEANS OF EGRESS.   7.5.1 GENERAL.   7.5.1.1 EXITS SHALL BE LOCATED, AND EXIT ACCESS SHALL   BE ARRANGED, SO THAT EXITS ARE READILY ACCESSIBLE AT   ALL TIMES.   7.5.1.1.1* WHERE EXITS ARE NOT IMMEDIATELY ACCESSIBLE   FROM AN OPEN FLOOR AREA, CONTINUOUS PASSAGEWAYS,   AISLES, OR CORRIDORS LEADING DIRECTLY TO EVERY EXIT   SHALL BE MAINTAINED AND SHALL BE ARRANGED TO PROVIDE   ACCESS FOR EACH OCCUPANT TO NOT LESS THAN TWO EXITS BY   SEPARATE WAYS OF TRAVEL, UNLESS OTHERWISE PROVIDED IN   7.5.1.1.3 AND 7.5.1.1.4.       28.3.6 CORRIDORS.   28.3.6.1 WALLS.   28.3.6.1.1 EXIT ACCESS CORRIDOR WALLS SHALL COMPLY WITH   28.3.6.1.2 OR 28.3.6.1.3.   28.3.6.1.2 IN BUILDINGS NOT COMPLYING WITH 28.3.6.1.3,   EXIT ACCESS CORRIDOR WALLS SHALL CONSIST OF FIRE   BARRIERS IN ACCORDANCE WITH SECTION 8.3 THAT HAVE NOT   LESS THAN A 1-HOUR FIRE RESISTANCE RATING.   28.3.6.1.3 IN BUILDINGS PROTECTED THROUGHOUT BY AN   APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN   ACCORDANCE WITH 28.3.5, CORRIDOR WALLS SHALL HAVE A   MINIMUM?-HOUR FIRE RESISTANCE RATING.       THE ARRANGEMENTS OF THE EXITS ARE NOT IMMEDIATELY   ACCESSIBLE AND DO NOT MEET THE PROVISIONS INDICATED.       A PROTECTED CORRIDOR IS REQUIRED OR EACH FLOOR LEVEL.               4) SHEET LS 1.01 & A 2.01B - A BASEMENT IS INDICATED   WITH ONLY ONE (1) EXIT.       PER NFPA 101, CHAPTER 28,       28.2.4 NUMBER OF MEANS OF EGRESS.   28.2.4.1 MEANS OF EGRESS SHALL COMPLY WITH ALL OF THE   FOLLOWING, EXCEPT AS OTHERWISE PERMITTED BY 28.2.4.2   AND 28.2.4.3:   (1) THE NUMBER OF MEANS OF EGRESS SHALL BE IN   ACCORDANCE WITH SECTION 7.4.   (2) NOT LESS THAN TWO SEPARATE EXITS SHALL BE PROVIDED   ON EVERY STORY.   (3) NOT LESS THAN TWO SEPARATE EXITS SHALL BE   ACCESSIBLE FROM EVERY PART OF EVERY STORY.       7.4* NUMBER OF MEANS OF EGRESS.   7.4.1 GENERAL.   7.4.1.1 THE NUMBER OF MEANS OF EGRESS FROM ANY BALCONY,   MEZZANINE, STORY, OR PORTION THEREOF SHALL BE NOT LESS   THAN TWO, EXCEPT UNDER ONE OF THE FOLLOWING CONDITIONS:   (1) A SINGLE MEANS OF EGRESS SHALL BE PERMITTED WHERE   PERMITTED IN CHAPTERS 11 THROUGH 43.   (2) A SINGLE MEANS OF EGRESS SHALL BE PERMITTED FOR A   MEZZANINE OR BALCONY WHERE THE COMMON PATH OF TRAVEL   LIMITATIONS OF CHAPTERS 11 THROUGH 43 ARE MET.   7.4.1.2 THE NUMBER OF MEANS OF EGRESS FROM ANY STORY OR   PORTION THEREOF, OTHER THAN FOR EXISTING BUILDINGS AS   PERMITTED IN CHAPTERS 11 THROUGH 43, SHALL BE AS   FOLLOWS:   (1) OCCUPANT LOAD MORE THAN 500 BUT NOT MORE THAN 1000   ? NOT LESS THAN 3   (2) OCCUPANT LOAD MORE THAN 1000 ? NOT LESS THAN 4       PLEASE PROVIDE A SECOND (2ND) EXIT FORM THE BASEMENT.           5) SHEET LS 1.01 & M 1.00 - THERE IS NO INDICATIONS OF   SMOKE VENTING IN/FROM THE BASEMENT AREA.       NFPA 101 CHAPTER 11 SPECIAL STRUCTURES AND HIGH-RISE   BUILDINGS   11.7 UNDERGROUND AND LIMITED ACCESS STRUCTURES.   11.7.4 ADDITIONAL PROVISIONS FOR UNDERGROUND   STRUCTURES.   11.7.4.1 A STRUCTURE OR PORTION OF A STRUCTURE SHALL   NOT BE CONSIDERED AN UNDERGROUND STRUCTURE IF THE STORY   IS PROVIDED, ON NOT LESS THAN TWO SIDES, WITH NOT LESS   THAN 20 FT2 (1.9 M2) OF EMERGENCY ACCESS OPENING   LOCATED ENTIRELY ABOVE THE ADJOINING FINISHED GROUND   LEVEL IN EACH 50 LINEAL FT (15 LINEAL M) OF EXTERIOR   ENCLOSING WALL AREA.   11.7.4.2 THE REQUIREMENTS OF 11.7.3 SHALL APPLY.   11.7.4.4 THE UNDERGROUND PORTIONS OF AN UNDERGROUND   STRUCTURE,OTHER THAN AN EXISTING UNDERGROUND STRUCTURE,   SHALL BE PROVIDED WITH APPROVED AUTOMATIC SMOKE VENTING   IN ACCORDANCE WITH SECTION 9.3 WHERE THE UNDERGROUND   STRUCTURE HAS THE FOLLOWING FEATURES:   (1) OCCUPANT LOAD OF MORE THAN 100 PERSONS IN THE   UNDERGROUND PORTIONS OF THE STRUCTURE   (2) FLOOR LEVEL USED FOR HUMAN OCCUPANCY LOCATED MORE   THAN 30 FT (9.1 M) BELOW THE LOWEST LEVEL OF EXIT   DISCHARGE, OR MORE THAN ONE LEVEL LOCATED BELOW THE   LOWEST LEVEL OF EXIT DISCHARGE   (3) COMBUSTIBLE CONTENTS, COMBUSTIBLE INTERIOR FINISH,   OR COMBUSTIBLE CONSTRUCTION       PLEASE PROVIDE SMOKE VENTING FOR THE BASEMANT AREA AS   REQUIRED PER (3).               6) SHEET LS 1.01 & 2-5 FLOOR PLAN SHEETS - THERE   APPEARS TO BE TWO(2) UNPROTECTED VERICAL OPENINGS:       A.THE AREA ON THE WEST SIDE OPENING FROM THE PARKING   GARAGE UP THROUGH THE ROOF.   B. THE AREA LOCATED MORE NORTH INTERIOR FROM THE SECOND   (2ND) FLOOR THROUGH THE ROOF.       NFPA 101, CHAPTER 28   28.3 PROTECTION.   28.3.1 PROTECTION OF VERTICAL OPENINGS.   28.3.1.1 VERTICAL OPENINGS SHALL COMPLY WITH 28.3.1.1.1   THROUGH 28.3.1.2.   28.3.1.1.1 VERTICAL OPENINGS SHALL BE ENCLOSED OR   PROTECTED IN ACCORDANCE WITH SECTION 8.6.   28.3.1.1.2 VERTICAL OPENINGS IN ACCORDANCE WITH 8.6.9.1   SHALL BE PERMITTED.   28.3.1.1.3 IN BUILDINGS, OTHER THAN HIGH-RISE   BUILDINGS, THAT ARE PROTECTED THROUGHOUT BY AN   APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN   ACCORDANCE WITH 28.3.5, THE WALLS ENCLOSING VERTICAL   OPENINGS SHALL HAVE A MINIMUM 1-HOUR FIRE RESISTANCE   RATING, AND DOORS SHALL HAVE A MINIMUM 1-HOUR FIRE   PROTECTION RATING.       8.6 VERTICAL OPENINGS.   8.6.1 FLOOR SMOKE BARRIERS. EVERY FLOOR THAT SEPARATES   STORIES IN A BUILDING SHALL MEET THE FOLLOWING   CRITERIA:   (1) IT SHALL BE CONSTRUCTED AS A SMOKE BARRIER IN   ACCORDANCE WITH SECTION 8.5.   (2) IT SHALL BE PERMITTED TO HAVE OPENINGS AS DESCRIBED   BY 8.6.6, 8.6.7, 8.6.8, 8.6.9, OR CHAPTERS 11 THROUGH   43. 8.6.2* CONTINUITY. OPENINGS THROUGH FLOORS SHALL BE   ENCLOSED WITH FIRE BARRIER WALLS, SHALL BE CONTINUOUS   FROM FLOOR TO FLOOR, OR FLOOR TO ROOF, AND SHALL BE   PROTECTED AS APPROPRIATE FOR THE FIRE RESISTANCE RATING   OF THE BARRIER.       PLEASE PROVIDE THE REQUIRED PROTECTION AS INDICATED.               7) SHEETS A 2.02 - 2.04 - A H.K. ROOM IS INDICATED THAT   INCLUDES A LAUNDRY CHUTE. NO DIMENSIONS ARE INDICATED   OF THE SIZE OF ROOM.       PER NFPA 101 CHAPTER 28   28.5.4 RUBBISH CHUTES, INCINERATORS, AND LAUNDRY   CHUTES. RUBBISH CHUTES, INCINERATORS, AND LAUNDRY   CHUTES SHALL COMPLY WITH THE PROVISIONS OF SECTION 9.5.       9.5 RUBBISH CHUTES, INCINERATORS, AND LAUNDRY CHUTES.   9.5.1 ENCLOSURE.   9.5.1.1 RUBBISH CHUTES AND LAUNDRY CHUTES SHALL BE   SEPARATELY ENCLOSED BY WALLS OR PARTITIONS IN   ACCORDANCE WITH THE PROVISIONS OF SECTION 8.3.       9.5.1.4 THE ROOM USED FOR ACCESSING THE CHUTE OPENING   SHALL BE SEPARATED FROM OTHER SPACES IN ACCORDANCE WITH   SECTION 8.7.   9.5.1.5 THE REQUIREMENTS OF 9.5.1.1 THROUGH 9.5.1.4   SHALL NOT APPLY WHERE OTHERWISE PERMITTED BY THE   FOLLOWING:   (1) EXISTING INSTALLATIONS HAVING PROPERLY ENCLOSED   SERVICE CHUTES AND PROPERLY INSTALLED AND MAINTAINED   SERVICE OPENINGS SHALL BE PERMITTED TO HAVE INLETS OPEN   TO A CORRIDOR OR NORMALLY OCCUPIED SPACE.   (2) RUBBISH CHUTES AND LAUNDRY CHUTES SHALL BE   PERMITTED TO OPEN INTO ROOMS NOT EXCEEDING 400 FT2 (37   M2) THAT ARE USED FOR STORAGE, PROVIDED THAT THE ROOM   IS PROTECTED BY AUTOMATIC SPRINKLERS.       THOUGH IT APPEARS TO COMPLY, PLEASE PROVIDE DIMENSIONS   TO ENSURE COMPLAINCE WITH THE ABOVE (2).               8) SHEETS A 2.02 - 2.04 - A H.K. ROOM IS INDICATED THAT   INCLUDES A LAUNDRY CHUTE. THE ROOM IS NOT INDICATED AS   BEING PROTECTED UNDER THE REQUIREMENTS OF THE   FOLLOWING.       9.5.1.4 THE ROOM USED FOR ACCESSING THE CHUTE OPENING   SHALL BE SEPARATED FROM OTHER SPACES IN ACCORDANCE WITH   SECTION 8.7.       8.7.1.2 IN NEW CONSTRUCTION, WHERE PROTECTION IS   PROVIDED WITH AUTOMATIC EXTINGUISHING SYSTEMS WITHOUT   FIRE-RESISTIVE SEPARATION, THE SPACE PROTECTED SHALL BE   ENCLOSED WITH SMOKE PARTITIONS IN ACCORDANCE WITH   SECTION 8.4, UNLESS OTHERWISE PERMITTED BY ONE OF THE   FOLLOWING CONDITIONS:   (1) WHERE MERCANTILE OCCUPANCY GENERAL STORAGE AREAS   AND STOCKROOMS ARE PROTECTED BY AUTOMATIC SPRINKLERS IN   ACCORDANCE WITH SECTION 9.7   (2) WHERE HAZARDOUS AREAS IN INDUSTRIAL OCCUPANCIES ARE   PROTECTED BY AUTOMATIC EXTINGUISHING SYSTEMS IN   ACCORDANCE WITH 40.3.2   (3) WHERE HAZARDOUS AREAS IN DETENTION AND CORRECTIONAL   OCCUPANCIES ARE PROTECTED BY AUTOMATIC SPRINKLERS IN   ACCORDANCE WITH 22.3.2       NFPA 82 INCINERATORS AND WASTE AND LINEN HANDLING   SYSTEMS AND EQUIPMENT       5.2.5 SERVICE OPENING ROOMS.   5.2.5.1 GENERAL.   5.2.5.1.1 EVERY SERVICE OPENING SHALL BE IN A ROOM OR   COMPARTMENT THAT IS SEPARATED FROM THE OTHER PARTS OF   THE BUILDING BY WALLS, PARTITIONS, FLOORS, AND   FLOOR-CEILING ASSEMBLIES HAVING A FIRE RESISTANCE   RATING OF NOT LESS THAN THE REQUIRED RATING OF   THE CHUTE ENCLOSURE.   5.2.5.1.2 WHERE SERVICE OPENING ROOMS ARE PROTECTED BY   AUTOMATIC SPRINKLERS, THE ROOM SHALL BE ENCLOSED IN A   MINIMUM OF 1-HOUR CONSTRUCTION, AND OPENINGS SHALL BE   PROTECTED WITH 3?4-HOUR FIRE-RATED DOORS.   5.2.5.1.3 OPENINGS INTO SUCH A ROOM OR COMPARTMENT   SHALL BE PROTECTED BY APPROVED SELF-CLOSING DOORS THAT   ARE APPROPRIATE FOR PROTECTING THE OPENINGS OR ARE OF   NOT LESS THAN A 1?HOUR PARTITION RATING WITH A 3?4-HOUR   FIRE-RATED DOOR.   5.2.5.1.4 THE SIZE OF THE SERVICE OPENING ROOM OR   COMPARTMENT SHALL NOT BE LESS THAN THAT REQUIRED TO   MAINTAIN A MINIMUM 152.4 MM (6 IN.) CLEARANCE BETWEEN   THE INTAKE OPENING AND THE CLOSED SERVICE OPENING ROOM   DOOR.       PLEASE PROVIDE PROTECTION AS REQUIRED FOR ALL WALLS   SURROUNDING THE LAUNDRY CHUTE ROOM, INCLUDING THE   CORRIDOR WALL AND JANITOR/MECHANICAL ROOMS.               9) SHEETS A 2.02 - 2.04 - A H.K. ROOM IS INDICATED THAT   INCLUDES A LAUNDRY CHUTE. THE DOOR TO THE LAUNDRY CHUTE   ROOM; 8, AND MECHANICAL ROOM; 10, ARE NOT INDICATED AS   HAVING ANY RATING OR CLSING DEVICES PER DOOR SCHEDULE   SHHET A 9.02.       9.5.1.4 THE ROOM USED FOR ACCESSING THE CHUTE OPENING   SHALL BE SEPARATED FROM OTHER SPACES IN ACCORDANCE WITH   SECTION 8.7.       8.7.1.3 DOORS IN BARRIERS REQUIRED TO HAVE A FIRE   RESISTANCE RATING SHALL HAVE A MINIMUM ?-HOUR FIRE   PROTECTION RATING AND SHALL BE SELF-CLOSING OR   AUTOMATIC-CLOSING IN ACCORDANCE WITH 7.2.1.8.       PLEASE PROVIDE FOR THE DOOR REQUIREMENTS.               10) SHEET A 6.05 & A 2.02 - A 2.04 - THE LINEN CHUTE   CHASE DOES NOT INDICATE AND FIRE RATING.       NFPA 82 INCINERATORS AND WASTE AND LINEN HANDLING   SYSTEMS AND EQUIPMENT       5.2.3 CHUTE ENCLOSURE (CHASE).   5.2.3.1 GENERAL.   5.2.3.1.1 VERTICAL WASTE OR LINEN CHUTES IN ALL STORIES   ABOVE THE STORAGE OR COMPACTING ROOM SHALL BE ENCLOSED   WITHIN A CONTINUOUS FIRE-RATED ENCLOSURE CONSISTENT   WITH THE CONSTRUCTION TYPE.   5.2.3.1.2 THE WALLS OF THE ENCLOSURE SHALL HAVE A FIRE   RESISTANCE RATING OF NOT LESS THAN 2 HOURS IF THE   BUILDING IS FOUR OR MORE STORIES IN HEIGHT AND NOT LESS   THAN 1 HOUR IF THE BUILDING IS LESS THAN FOUR STORIES   IN HEIGHT.   5.2.3.1.3 OPENINGS IN THE FIRE-RATED ENCLOSURE SHALL BE   AS FOLLOWS:   (1) 11?2-HOUR FIRE RESISTANCE RATING FOR 2 HOUR?RATED   ENCLOSURES   (2) 1-HOUR FIRE RESISTANCE RATING FOR 1 HOUR?RATED   ENCLOSURES       PLEASE PROVIDE THE INDICATED FIRE RATED PROTECTION.               11) SHEET B - THE LAUNDRY CHUTE DISCHARPE ROOM DOES NOT   INDICATED AN FIRE RATING.       NFPA 82 INCINERATORS AND WASTE AND LINEN HANDLING   SYSTEMS AND EQUIPMENT       5.2.4 CHUTE DISCHARGE ROOMS.   5.2.4.1 GENERAL.   5.2.4.1.1 WASTE AND LINEN CHUTES SHALL TERMINATE OR   DISCHARGE DIRECTLY INTO A ROOM HAVING A MINIMUM FIRE   RESISTANCE RATING NOT LESS THAN THAT SPECIFIED FOR THE   CHUTE.   5.2.4.1.2 OPENINGS INTO SUCH A ROOM OR COMPARTMENT   SHALL BE PROTECTED BY APPROVED SELF-CLOSING FIRE DOORS   HAVING A MINIMUM FIRE PROTECTION RATING NOT LESS THAN   SPECIFIED FOR THE CHUTE.       PLEASE PROVIDE FIRE RATING AS REQUIRED.               12) SHEETS A 2.02 - 2.03 - THE H.K. ROOM APPEARS TO   HAVE A TRASH RECEPTICLE LOCATED WITHIN IT. THE ROOM CAN   BE USED FOR STORAGE BUT IT CAN NOT BE USED AS A TRASH   ROOM.       9.5.1.4 THE ROOM USED FOR ACCESSING THE CHUTE OPENING   SHALL BE SEPARATED FROM OTHER SPACES IN ACCORDANCE WITH   SECTION 8.7.   9.5.1.5 THE REQUIREMENTS OF 9.5.1.1 THROUGH 9.5.1.4   SHALL NOT APPLY WHERE OTHERWISE PERMITTED BY THE   FOLLOWING:   (1) EXISTING INSTALLATIONS HAVING PROPERLY ENCLOSED   SERVICE CHUTES AND PROPERLY INSTALLED AND MAINTAINED   SERVICE OPENINGS SHALL BE PERMITTED TO HAVE INLETS OPEN   TO A CORRIDOR OR NORMALLY OCCUPIED SPACE.   (2) RUBBISH CHUTES AND LAUNDRY CHUTES SHALL BE   PERMITTED TO OPEN INTO ROOMS NOT EXCEEDING 400 FT2 (37   M2) THAT ARE USED FOR STORAGE, PROVIDED THAT THE ROOM   IS PROTECTED BY AUTOMATIC SPRINKLERS.       FOR PURPOSES OF IDENTIFYING STORAGE:   3.3.188.15* STORAGE OCCUPANCY. AN OCCUPANCY USED   PRIMARILY FOR THE STORAGE OR SHELTERING OF GOODS,   MERCHANDISE, PRODUCTS, OR VEHICLES.       PER (2), THE ROOM CAN BE USED FOR STORAGE PURPOSES.   TRASH IS NOT CONSIDERED AS ALLOWABLE WITHIN THIS ROOM.               13) SHEET A 2.04 - THE H.K. ROOM IS INDICATED AS HAVING   A MECHANICAL ROOM; SHEET E 1.03 INDICATES IT AS A   BOILER ROOM, WITH WHAT APPEARS TO BE WATER HEATERS. THE   H.K. ROOM IS DIFFERENT THAN ALL OTHER FLOORS LEVELS.   PLEASE CONFIRM AND PROVIDE CLARIFYING NARRATIVE.       9.5.1.4 THE ROOM USED FOR ACCESSING THE CHUTE OPENING   SHALL BE SEPARATED FROM OTHER SPACES IN ACCORDANCE WITH   SECTION 8.7.   9.5.1.5 THE REQUIREMENTS OF 9.5.1.1 THROUGH 9.5.1.4   SHALL NOT APPLY WHERE OTHERWISE PERMITTED BY THE   FOLLOWING:   (1) EXISTING INSTALLATIONS HAVING PROPERLY ENCLOSED   SERVICE CHUTES AND PROPERLY INSTALLED AND MAINTAINED   SERVICE OPENINGS SHALL BE PERMITTED TO HAVE INLETS OPEN   TO A CORRIDOR OR NORMALLY OCCUPIED SPACE.   (2) RUBBISH CHUTES AND LAUNDRY CHUTES SHALL BE   PERMITTED TO OPEN INTO ROOMS NOT EXCEEDING 400 FT2 (37   M2) THAT ARE USED FOR STORAGE, PROVIDED THAT THE ROOM   IS PROTECTED BY AUTOMATIC SPRINKLERS.       A. PER (2), THE ROOM CAN BE USED FOR STORAGE PURPOSES.   WATER HEATERS ARE NOT CONSIDERED AS ALLOWABLE WITHIN   THIS ROOM.   B. HOW WILL THE WATER HEATERS BE POWERED?   C. WHERE IS THE TRASH RECEPTICLE LOCATED ON THIS FLOOR.                   14) SHEETS FP 2.01 - 2.03 - THE ROOMS INDICATED AS   SUANA ARE NOT PROVIDED WITH FIRE SPRINKLER PROTECTION.       CHAPTER 4 GENERAL REQUIREMENTS   4.1 LEVEL OF PROTECTION. A BUILDING, WHERE PROTECTED BY   AN AUTOMATIC SPRINKLER SYSTEM INSTALLATION, SHALL BE   PROVIDED WITH SPRINKLERS IN ALL AREAS EXCEPT WHERE   SPECIFIC SECTIONS OF THIS STANDARD PERMIT THE OMISSION   OF SPRINKLERS.       THERE IS NO OMISSION OF SPRINKLERS FOR THIS ROOM.       PLEASE PROVIDE FOR FIRE SPRINKLER PROTECTION.                   15) COMMENT # 6 RESTATED FOR SHEETS FP - THE IS NO   INDICATIONS OF FIRE PROTECTION OF THE VERITCAL OPENINGS   ALONG THE WEST SIDE AND FLOORS 2-5 OPENING IN THE NORTH   INTRERIOR AREA.       28.3 PROTECTION.   28.3.1 PROTECTION OF VERTICAL OPENINGS.   28.3.1.1 VERTICAL OPENINGS SHALL COMPLY WITH 28.3.1.1.1   THROUGH 28.3.1.2.   28.3.1.1.1 VERTICAL OPENINGS SHALL BE ENCLOSED OR   PROTECTED IN ACCORDANCE WITH SECTION 8.6.   28.3.1.1.2 VERTICAL OPENINGS IN ACCORDANCE WITH 8.6.9.1   SHALL BE PERMITTED.   28.3.1.1.3 IN BUILDINGS, OTHER THAN HIGH-RISE   BUILDINGS, THAT ARE PROTECTED THROUGHOUT BY AN   APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN   ACCORDANCE WITH 28.3.5, THE WALLS ENCLOSING VERTICAL   OPENINGS SHALL HAVE A MINIMUM 1-HOUR FIRE RESISTANCE   RATING, AND DOORS SHALL HAVE A MINIMUM 1-HOUR FIRE   PROTECTION RATING.       8.6 VERTICAL OPENINGS.   8.6.1 FLOOR SMOKE BARRIERS. EVERY FLOOR THAT SEPARATES   STORIES IN A BUILDING SHALL MEET THE FOLLOWING   CRITERIA:   (1) IT SHALL BE CONSTRUCTED AS A SMOKE BARRIER IN   ACCORDANCE WITH SECTION 8.5.   (2) IT SHALL BE PERMITTED TO HAVE OPENINGS AS DESCRIBED   BY 8.6.6, 8.6.7, 8.6.8, 8.6.9, OR CHAPTERS 11 THROUGH   43. 8.6.2* CONTINUITY. OPENINGS THROUGH FLOORS SHALL BE   ENCLOSED WITH FIRE BARRIER WALLS, SHALL BE CONTINUOUS   FROM FLOOR TO FLOOR, OR FLOOR TO ROOF, AND SHALL BE   PROTECTED AS APPROPRIATE FOR THE FIRE RESISTANCE RATING   OF THE BARRIER.       PLEASE PROVIDE THE REQUIRED PROTECTION AS INDICATED.               16) SHEET FP 1.04 - A ROOF MANIFOLD IS INDICATED ON THE   NORTH WEST SIDE OF THE ROOF. THE IS INSUFFICIENT AREA   IN FRONT OF THE MANIFOLD TO ALLOW FOR FIRE OPERATIONS.       13.1.3 OBSTRUCTIONS SHALL NOT BE PLACED OR KEPT NEAR   FIRE HYDRANTS, FIRE DEPARTMENT INLET CONNECTIONS, OR   FIRE PROTECTION SYSTEM CONTROL VALVES IN A MANNER THAT   WOULD PREVENT SUCH EQUIPMENT OR FIRE HYDRANTS FROM   BEING IMMEDIATELY VISIBLE AND ACCESSIBLE.   13.1.4 A MINIMUM 36 IN. (91 MM) OF CLEAR SPACE SHALL BE   MAINTAINED TO PERMIT ACCESS TO AND OPERATION OF FIRE   PROTECTION EQUIPMENT, FIRE DEPARTMENT INLET   CONNECTIONS, OR FIRE PROTECTION SYSTEM CONTROL VALVES.   THE FIRE DEPARTMENT SHALL NOT BE DETERRED OR HINDERED   FROM GAINING IMMEDIATE ACCESS TO FIRE PROTECTION   EQUIPMENT.   13.1.4.1 AN APPROVED CLEAR AND UNOBSTRUCTED PATH SHALL   BE PROVIDED AND MAINTAINED FOR ACCESS TO THE FIRE   DEPARTMENT INLET CONNECTIONS.       PLEASE PROVIDE FOR THE MINMIMUM REQUIREMENT BY   REPOSITIONING, TURNING, RELOCATION OTHER OTHER SIMILAR   REMEDY.               17) ROOF SHEETS - THE ROOF IS INDICATED WITH A SPACE   THAT IS OPEN TO THE 2ND FLLOR BELOW. FOR FIREFIGHTER   FIRE OPERATIONAL SAFETY, THOUGH THIS OPENING APPEARS TO   HAVE A PARAPET WALL, PLEASE PROVIDE REFLECTIVE SIGNAGE   ON ALL FOUR SIDES "DANGER, OPENING THROUGH TO 2ND   FLOOR" OR SIMILAR.               18) ROOF SHEETS - THERE IS A PARAPET WALL INDICATED ON   THE EAST AND WEST SIDES WITH OPEN TRELLIS CONSTRUCTION   ON THE OTHER SIDE. FOR FIREFIGHTER FIRE OPERATIONAL   SAFETY, PLEASE PROVIDE REFLECTIVE SIGNAGE, "DANGER,   OPEN TRELLS BEAMS ON OTHER SIDE" OR SIMILAR IN MULTIPLE   LOCATIONS.               19) SHEET A 2.01A & A 9.02 - GATE DOORS AND GATES ARE   INDICATED ON THE PERIMETER OF THE BUILDING SITE. THESE   GATES ARE LOCATED IN THE EGRESS PATH OF TRAVEL. THE   DOOR SCHEDULE INDICATES THERE ARE LOCKED. THESE GATES   SHALL IMPEDE EGRESS AND SHALL COMPLY WITH NFPA   101,CHAPTER 28 & CHAPTER 7, MEANS OF EGRESS       28.2.2.2 DOORS.   28.2.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE   PERMITTED.   28.2.2.2.2 DOOR-LOCKING ARRANGEMENTS SHALL COMPLY WITH   28.2.2.2.2.1, 28.2.2.2.2.2, 28.2.2.2.2.3, OR   28.2.2.2.2.4.   28.2.2.2.2.1 NO DOOR IN ANY MEANS OF EGRESS SHALL BE   LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED.       7.2.1.5 LOCKS, LATCHES, AND ALARM DEVICES.   7.2.1.5.1 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED   READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS   OCCUPIED.   7.2.1.5.2* THE REQUIREMENT OF 7.2.1.5.1 SHALL NOT APPLY   TO DOOR LEAVES OF LISTED FIRE DOOR ASSEMBLIES AFTER   EXPOSURE TO ELEVATED TEMPERATURE IN ACCORDANCE WITH THE   LISTING, BASED ON LABORATORY FIRE TEST PROCEDURES.   7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE   OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR   OPERATION FROM THE EGRESS SIDE.   7.2.1.5.4 THE REQUIREMENTS OF 7.2.1.5.1 AND 7.2.1.5.3   SHALL NOT APPLY WHERE OTHERWISE PROVIDED IN CHAPTERS 18   THROUGH 23.       PLEASE PROVIDE LOCKS/LATCHES IN COMPLIANCE WITH THE   REQUIRMENT.               20) SHEET A 8.02 - A GREEN SCREEN PANEL IS INDICATED ON   THE WEST OUTSIDE WALL ATTACHED TO AN ALUMINUM   STRUCTURE.       PLEASE PROVIDE THE SCREEN FABRIC SPECIFICATION SHEET   THAT INDICATES ANY FLAME AND SMOKE SPREAD RATING, FIRE   RATINGS, FIRE PROTECTION FEATURES, ETC.               21) 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 1 Status F Date 2016-11-02 Cont ID   Sent By gjohnson Date 2016-11-02 Time 15:07 Rev Time 0.00 Received By gjohnson Date 2016-11-02 Time 15:07 Sent To   Notes 2016-11-02 15:20:18 GEORGE JOHNSON   PLUMBING PLANS EXAMINER LL   CITY OF WEST PALM BEACH   DEVELOPMENT SERVICES   BUILDING DIVISION   561-805-6711   [email protected]           GAS COMMENTS:       1. IDENTIFY THE TYPE PIPING. UNDER SUMMERY IT SAID SEE   RISER BUT THERE IS NOTHING ON THE RISER. WPB AMENDMENTS   TO FBC SEC. 107.2.1.       2. IDENTIFY TYPE OF GAS SUMMERY SAID UTILITIES THIS IS   NOT A TYPE OF GAS. WPB AMENDMENTS TO FBC SEC. 107.2.1.       3. SHOW DIRT-LEG AT APPLIANCE. PER FBC FUEL GAS 408.4       4. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE   FBC-2014 FUEL GAS CODE SEC. 304. Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2017-03-21 Cont ID   Sent By lmarchan Date 2017-03-21 Time 09:41 Rev Time 0.00 Received By lmarchan Date 2016-10-14 Time 16:30 Sent To   Notes 2016-10-14 16:30:46 C32 Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2016-10-03 Cont ID   Sent By cpuell Date 2016-10-03 Time 15:34 Rev Time 0.00 Received By cpuell Date 2016-07-21 Time 13:33 Sent To   Notes 2016-07-21 13:33:42 C32 Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status F Date 2016-11-08 Cont ID   Sent By jwitmer Date 2016-11-08 Time 09:34 Rev Time 0.00 Received By jwitmer Date 2016-11-08 Time   Sent To   Notes 2016-11-08 09:34:20 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT   FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL   PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND   A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT   APPLICATION. PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2016-08-09 Cont ID   Sent By jwitmer Date 2016-08-09 Time 15:45 Rev Time 0.00 Received By jwitmer Date 2016-08-07 Time 05:58 Sent To   Notes 2016-08-09 15:45:48 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT   FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL   PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND   A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT   APPLICATION. PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2016-10-24 Cont ID   Sent By ccole Date 2016-10-24 Time 11:57 Rev Time 0.00 Received By ccole Date 2016-10-24 Time 11:57 Sent To   Notes 2016-10-24 12:20:05 2ND REVIEW FBC-2014 MECHANICAL   PERMIT #16070837   10/24/16       1) SHEET M-100: REFER TO TABLE 6-4 ASHRAE 62.1-2010 AND   PROVIDE EXHAUST VENTILATION AND CALCULATIONS FOR THE   SOILED LINEN STORAGE ROOM. THIS REQUIREMENT WAS MISSED   IN THE FIRST REVIEW DUE TO THE ROOMS NOT IDENTIFIED ON   THE MECHANICAL PLANS. PLEASE IDENTIFY ALL ROOMS ON ALL   FLOORS OF THE BUILDING.       2) M3.01: PLEASE INCLUDE THE BOH ROOM IN THE   VENTILATION CALCULATIONS.       3) M1.01: PROVIDE A MOTORIZED DAMPER FOR THE 12X10 O/A   INTAKE DUCT TO FCU-B.       4) FCU-B HEATING CAPACITY AT 12 KW IS UNDERSIZED PER   THE CALCS WHCIH INDICATE A 16.5 KW LOAD.       5 ) PLEASE PROVIDE AN EQUIPMENT SCHEDULE FOR ALL THE   REQUIRED WALL AND CEILING FIRE DAMPERS, AND PROVIDE   INSTALLTION DETAILS ON THE PLANS.       6) IN REFERENCE TO COMMENT #4 REQUESTING SPECS FOR THE   DRYER, PLEASE NOTE THAT THE LENGTH OF EXHAUST RUN   APPEARS TO EXCEED THE 35 FT. MAXIMUM LENGTH PER SECTION   504.6.4.1. THE MANUFACTURERS SPECIFICATIONS MUST   INDICATE THIS MAXIMUM LENGTH CAN BE EXCEEDED.       7) LABEL THE ACCESS PANELS TO THE FCU'S OR PROVIDE A   GENERAL NOTE.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2016-07-29 Cont ID   Sent By ccole Date 2016-07-29 Time 15:15 Rev Time 0.00 Received By ccole Date 2016-07-29 Time 15:10 Sent To   Notes 2016-07-29 15:53:22 1ST REVIEW MECHANICAL- FBC-2014   PERMIT #16070837   7/29/16       1) SHEETS A2.01A & M1.01: THE PLANS APPEAR TO INDICATE   AN ENCLOSED PARKING GARAGE WHICH IS REQUIRED TO HAVE AN   EXHAUST VENTILATION SYSTEM PER SECTION 406.6.2 FBC-14   BUILDING. PROVIDE A SYSTEM DESIGNED IN ACCORDANCE WITH   SECTION 404.1, 404.2, & 404.3.FBC-14 MECHANICAL.       2) A2.01A: PROVIDE AN EXHAUST SYSTEM FOR THE TRASH ROOM   PER TABLE 6-4 ASHRAE 62.1-2010.       3) A2.01B: THE PLAN INDICATES A MECHANICAL ROOM IN THE   BASEMENT. PLEASE SHOW ALL EQUIPMENT AND PROVIDE   EQUIPMENT LISTS AND SCHEDULES.       4) M-1.00: SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE   DRYER WITH REVIEW SIGNATURE BY THE ENGINEER OF RECORD.       5) M-1.00 & M-1.01: CLARIFY WHERE THE AIR INLET OPENING   IS LOCATED FOR THE FCU-A OUTDOOR AIR DUCT.       6) M-1.01: A DUCT SMOKE DETECTOR IS REQUIRED IN THE   RETURN AIR SYSTEM OF FCU-B- SECTION 606.2.1.       7) M-1.01: THE 24X48 RETURN GRILL APPEARS UNDERSIZED   FOR THE 3440 CFMS (ADJUSTED TO 2992 CFMS USING   PERCENTAGE OF OUTDOOR AIR) OF SUPPLY AIR SHOWN ON THE   PLAN. THE INDUSTRY STANDARD IS TYPICALLY 200 SQ. INCHES   PER TON.       8) M-3.01: REFER TO SECTION C404.2.2 FBC-14 ENERGY   CONSERVATION: THE COOLING AND HEATING OUTPUT CAPACITIES   OF FCU-B EXCEED THE SYSTEM SUMMARY LOADS CALCULATED BY   THE EOR.       9) M-3.01:THE COOLING AND HEATING CAPACITIES OF FCU-1 &   FCU-2 EXCEED THE SYSTEM SUMMARY LOADS CALCULATED FOR   2ND, 3RD, AND 4TH FLOOR SUITES. A) THE HEATING   CAPACITIES OF FCU-1 & FCU-2 EXCEED THE SYSTEM SUMMARY   LOADS CALCULATED FOR THE 5TH FLOOR SUITES- SECTION   C404.2.2.       10) M-3.01: THE AC UNIT SCHEDULE DOES NOT LIST THE   TOTAL CFMS OF SUPPLY AIR FOR FCU-1 & FCU-2.       11 ) M-2.01: PLEASE LABEL THE AC SYSTEMS AS EITHER   FCU-1 OR 2.       12) M-2.01: THE RETURN AIR GRILLS APPEAR UNDERSIZED FOR   THE AMOUNT OF SUPPLY AIR FOR EACH SYSTEM, WITH   ADJUSTMENT FACTOR FOR OUTDOOR AIR. THE INDUSTRY   STANDARD IS TYPICALLY 200 SQ. INCHES PER TON.       13) M-2.01: MOTORIZED DAMPERS ARE REQUIRED FOR THE   OUTDOOR AIR SUPPLY TO THE GUEST SUITE SYSTEMS- SECTION   C403.2.4.4.       14) M-3.01: PROVIDE EXHAUST VENTILATION CALCULATIONS   FOR THE JANITOR AND STORAGE ROOMS- TABLE 403.3.       15) M-3.01: A VENTILATION RATE OF 0.48 CFMS PER SQ. FT.   IS REQUIRED FOR SWIMMING POOLS AND POOL DECK AREAS PER   TABLE 403.3, HOWEVER IT APPEARS THAT THE POOLS ARE OPEN   PARTIALLY ON ONE SIDE TO THE OUTDOORS. PLEASE PROVIDE A   CALCULATION FOR NATURAL VENTILATION IF APPLICABLE.       16) M-4.01, REFRIGERANT PIPING RISERS: PLEASE INDICATE   THE TYPE OF PIPING, PIPE SIZES, AND THE LENGTHS OF THE   PIPING RUNS. VERIFY COMPLIANCE WITH MANUFACTURER'S   SPECIFICATIONS AND INSTALLATION INSTRUCTIONS.       17) M-4.02: PROVIDE SITE SPECIFIC WIND LOAD ENGINEERING   FOR ALL ROOFTOP MECHANICAL EQUIPMENT INCLUDING CU-A & B   WHICH ARE NOT SHOWN IN THE DRAWING- SECTION 301.15.   SUBMIT NOA #15-0902.05 WITH SHOP DRAWING APPROVAL   SIGNATURE BY THE EOR.       18) PROVIDE A SUBMITTAL PACKAGE FOR MECHANICAL   EQUIPMENT THAT INCLUDING BUT NOT LIMITED TO THE AC   SYSTEMS, MOTORIZED DAMPERS, DUCT SMOKE DETECTORS, FIRE   DAMPERS, THE WATER HEATERS AND FLUE EXHAUST/AIR INTAKE   DUCTS, LOUVERS ETC. PLEASE NOTE A FLORIDA PRODUCT   APPROVAL AND/OR A MIAMI-DADE NOA MUST BE SUBMITTED FOR   THE LOUVERS SHOWN AT THE JANITOR'S CLOSETS.       19) PLEASE INDICATE THE LOCATIONS OF THE POOL HEATERS   AND PROVIDE EQUIPMENT SCHEDULES AND MANUFACTURER'S   SPECIFICATIONS.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop P PLUMBING Rev No 2 Status F Date 2016-11-02 Cont ID   Sent By gjohnson Date 2016-11-02 Time 12:53 Rev Time 0.00 Received By gjohnson Date 2016-10-29 Time 13:28 Sent To   Notes 2016-11-02 13:23:44 1)2ND REQUEST THE CIVIL DRAWINGS ARE NOT SIGNED AND   SEALED BY THE DESIGN PROFESSIONAL. FL. ADMIN. CODE RULE   61G15-23.001. IT APPEARS THE CIVIL PAGES WHERE STAMPED   BUT THEY MUST BE PERSONALLY SIGNED AND DATED           19) 2ND REQUEST THE SEAT IN THE ACCESSIBLE SHOWER SHALL   COMPLY WITH THE FAC SEC. 610.3. SUBMIT DETAILS. THE   SEAT SHALL BE OF A FOLDING TYPE.   SEAT SHOWN AT 15" SHOW COMPLIANCE WITH FBC ACC   610.3 SHOWER COMPARTMENT SEATS.   WHERE A SEAT IS PROVIDED IN A STANDARD ROLL-IN SHOWER   COMPARTMENT, IT SHALL BE A FOLDING TYPE, SHALL BE   INSTALLED ON THE SIDE WALL ADJACENT TO THE CONTROLS,   AND SHALL EXTEND FROM THE BACK WALL TO A POINT WITHIN 3   INCHES (75 MM) OF THE COMPARTMENT ENTRY. WHERE A SEAT   IS PROVIDED IN AN ALTERNATE ROLL-IN TYPE SHOWER   COMPARTMENT, IT SHALL BE A FOLDING TYPE, SHALL BE   INSTALLED ON THE FRONT WALL OPPOSITE THE BACK WALL, AND   SHALL EXTEND FROM THE ADJACENT SIDE WALL TO A POINT   WITHIN 3 INCHES (75 MM) OF THE COMPARTMENT ENTRY. IN   TRANSFER-TYPE SHOWERS, THE SEAT SHALL EXTEND FROM THE   BACK WALL TO A POINT WITHIN 3 INCHES (75 MM) OF THE   COMPARTMENT ENTRY. THE TOP OF THE SEAT SHALL BE 17   INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM   ABOVE THE BATHROOM FINISH FLOOR. SEATS SHALL COMPLY   WITH 610.3.1 OR 610.3.2.       20) 2ND REQUEST THE WET BAR/SINK IN THE HANDICAPPED   ACCESSIBLE UNIT SHALL COMPLY WITH THE FAC SECS.212.2,   606. NO ACCESSIBILITY SHOWN FOR SINK       24) 2ND REQUEST THE SHOWER CONTROLS IN THE ACCESSIBLE   SHOWER SHALL COMPLY WITH THE FAC SECS.608.5.3.SHOW THE   DISTANCE OF THE CONTROLS IN RELATION TO THE SEAT, FROM   ADJACENT WALLS, ABOVE THE FLOOR, ETC.   608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS.   WHERE A SEAT IS PROVIDED, THE CONTROLS, FAUCETS, AND   SHOWER SPRAY UNIT SHALL BE INSTALLED ON THE BACK WALL   ADJACENT TO THE SEAT WALL AND SHALL BE LOCATED 27   INCHES (685 MM) MAXIMUM FROM THE SEAT WALL ABOVE THE   GRAB BAR, BUT NO HIGHER THAN 48 INCHES.       26) 2ND REQUEST SHT. A8.11 DETAIL #5 REFERENCES THE   2010 FBC /FHA. THESE DETAILS DO NOT APPLY. THE CODE IN   EFFECT IS THE 2014 FBC-ACCESSIBILITY.       29) 2ND REQUEST SPEC SUBMITTED ARE NOT FROM MANUFACTURE   SUBMIT SPECIFICATIONS FOR THE PUMPS FOR THE LAUNDRY.   WPB AMEND. TO FBC SEC. 107.2.1.       30) 2ND REQUEST SPEC SUBMITTED ARE NOT FROM MANUFACTURE   SUBMIT MANUF. SPECIFICATIONS /DETAILS FOR THE GAS WATER   HEATERS. SUBMIT VENT DETAILS (SIZE, TYPE OF PIPE,   ETC.).COMPLY WITH FGC SEC.502, 503, 504.       31) 2ND REQUEST COULD NOT LOCATE ON MECHANICAL PAGES   SUBMIT CALCULATIONS FOR COMBUSTION AIR IN ACCORDANCE   WITH THE 2014 FBC-GAS SEC.304.       32) 2ND REQUEST NOT COMPLIED SHOW THE DISTANCE OF THE   GAS WATER HEATER VENTS FROM BUILDING OPENINGS. COMPLY   WITH FGC SEC. 503.6.4.       33) 2ND REQUEST SPEC SUBMITTED ARE NOT FROM MANUFACTURE   SUBMIT MANUF. SPECIFICATIONS /DETAILS FOR THE DRYERS.   SUBMIT VENT DETAILS (SIZE, TYPE OF MATERIAL,   TERMINATION POINTS, ETC.).       34) 2ND REQUEST COULD NOT LOCATE ON MECHANICAL PAGES   CARBON MONOXIDE SENSORS ARE REQUIRED PER THE 2014 FBC   SEC. 908.7.       NEW COMMENTS:       1. SHT. A7.02 THE ROLL IN SHOWER SHALL BE MIN 30" X 60"   PER FBC ACC SEC 608.2.2       2. SHT 7.02 SHOW CLEAR FLOOR SPACE FOR ROLL IN SHOWER.   PER FBC ACC 608.2.2.1       3. THE ACCESSIBLE SUITE #2 ON THE 2ND FLOOR IS SHOWN AS   A STANDARD ROOM ON THE PLUMBING SHEETS PLEASE CLARIFY.   PER WPB AMEND TO FBC 107.2.1       4. ON THE PLUMBING SHEETS IT SHOWS A SINK INSIDE THE   SAUNA ON SHT, A7.02 IT SHOWS A SAUNA HEATER PLEASE   CLARIFY . PER WPB AMEND TO FBC 107.2.1       5. MODEL PS-15-B LINT TRAP IS EQUIPPED WITH A 2" INLET   AND OUTLET YOU WILL BE REQUIRED TO USE A MODEL THAT IS   EQUIPPED WITH A 3" INLET AND OUTLET THE DRAIN FROM THE   LAUNDRY IS REQUIRED TO-BE 3' AND YOU CAN NOT REDUCE THE   PIPE SIZE IN THE DIRECTION OF FLOW. PER FBC PL 406.2 /   704.2       6. THE PLUMBING SCHEDULE SHOWS P-3 AS A TUB AND IT   SHOWS P-4 AS A SHOWER ON THE FLOOR PLAN AND THE RISER   THE SHOWER IS SHOWN AS A P-3 PLEASE CLARIFY. PER WPB   AMEND TO FBC 107.2.1       7. THE VENT FOR THE HUB DRAIN IN THE TRASH ROOM THAT IS   TERMINATING OUT OF THE SIDE WALL SHALL COMPLY WITH FBC   PL903.5 / 903.6       GEORGE JOHNSON   PLUMBING PLANS EXAMINER LL   CITY OF WEST PALM BEACH   DEVELOPMENT SERVICES   BUILDING DIVISION   561-805-6711   [email protected]                                                         Review Stop P PLUMBING Rev No 1 Status F Date 2016-08-22 Cont ID   Sent By tklarge Date 2016-08-22 Time 09:24 Rev Time 0.00 Received By tklarge Date 2016-08-18 Time 09:12 Sent To   Notes 2016-08-22 04:50:51 1) THE CIVIL DRAWINGS ARE NOT SIGNED AND SEALED BY THE   DESIGN PROFESSIONAL. FL. ADMIN. CODE RULE 61G15-23.001.   2) SEPARATE PLANS/SPECIFICATIONS AND PERMIT WILL BE   REQUIRED FOR THE BACKFLOW PREVENTERS.   3) THE HUB DRAIN RECEIVING THE DISCHARGE FROM THE   ELEVATOR SUMP SHALL BE EQUIPPED WITH A FLOOR DRAIN.   2014 FPC SEC. 1002.4.   4) SUBMIT A CONDENSATE RISER DIAGRAM FOR REVIEW. WPB   AMEND. TO FBC SEC. 107.2.1.   5) SUBMIT A DETAIL FOR THE " CONCRETE SHOWER PAN" AT   THE TERRACE REFERENCED ON THE ARCHITECTURAL SHEETS. WPB   AMEND. TO FBC SEC. 107.2.1.   6) SUBMIT A DETAIL FOR THE "PLENUM DRAINAGE" REFERENCED   ON THE PLANS.   7) SHT.A2.05 - IDENTIFY THE PARAMETERS OF THE   INDIVIDUAL ROOF AREAS A-D.WPB AMEND. TO FBC SEC.   107.2.1.   8) SHT. A2.05 - CALLS OUT 8 INCH BY 4 INCH SCUPPERS AND   SHT. P1.05 SHOWS 6 INCH BY 4 INCH. CLARIFY.   9) ROOF DRAINS #2 & #3 APPEAR TO BE MISSING EMERGENCY   OVERFLOW DRAINS/SCUPPERS. SHOW THE LOCATION OF THE   OVERFLOW DRAINS ON THE PLAINS.2014 FPC SEC. 1108.   10) SUBMIT ROOF DRAINAGE CALCULATIONS THAT SHOW THAT   ONE-HALF THE AREA OF ALL VERTICAL WALLS THAT DIVERT   RAINWATER TO THE ROOF HAS BEEN ADDED TO THE PROJECTED   ROOF AREA FOR THE REQUIRED SIZING OF THE VERTICAL   CONDUCTORS, LEADERS AND HORIZONTAL STORM DRAINAGE   PIPING. FPC SEC.1106.4.   11) PROVIDE OVERFLOW STORM DRAIN DETAILS FOR STAIR   TOWERS #1 & #2. FPC SEC. 1108.   12) SUBMIT DETAILS FOR THE SCUPPERS AND OVERFLOW   SCUPPERS. COMPLY WITH 2014 FBC SEC.1503.4.2.   13) SHT. A7.01 & A8.11 - AS AN FYI, FLORIDA DOES NOT   ENFORCE THE ADA. FLORIDA HAS ITS OWN ACCESSIBILITY CODE   AND CAN BE FOUND IN THE 2014 (5TH EDITION) OF THE   FLORIDA BUILDING CODE, NOT THE 2010 EDITION. ALL   HANDICAPPED ITEMS SHALL COMPLY WITH THE FBC.   14) COAT HOOKS AND TOWEL BARS SHALL COMPLY AND BE   LOCATED WITHIN THE REACH RANGES MANDATED IN SECS.   213.3.7, 308.2.1, 308.3.2, 604.8.3, 603.4.   15) GRAB BARS SHALL BE MEASURED FROM THE FINISH FLOOR   TO THE TOP OF THE GRIPPING SURFACE PER THE FAC SEC.   609.4.   16) THE TOILET PAPER DISPENSER SHALL BE LOCATED IN   ACCORDANCE WITH THE FAC SEC. 604.7.   17) WHERE ARE THE REQUIRED DRINKING FOUNTAINS ON THE   GROUND FLOOR? COMPLY WITH THE 2014 FPC TABLE 403.1. A   MINIMUM OF TWO DRINKING FOUNTAINS ARE REQUIRED IN   ACCORDANCE WITH 2014 FPC TABLE 403.1, FOOTNOTE # (E)   AND THE FAC SEC. 211.2, 602.4, 602.7.   18) SHT. A7.02 - DETAIL #1 -THE CLEAR FLOOR SPACE FOR   THE WATER CLOSET SHALL COMPLY WITH THE FAC SEC.604.3.   SHOW THIS ON THE PLAN.   19) THE SEAT IN THE ACCESSIBLE SHOWER SHALL COMPLY WITH   THE FAC SEC. 610.3. SUBMIT DETAILS. THE SEAT SHALL BE   OF A FOLDING TYPE.   20) THE WET BAR/SINK IN THE HANDICAPPED ACCESSIBLE UNIT   SHALL COMPLY WITH THE FAC SECS.212.2, 606.   21) SUBMIT SPECIFICATIONS FOR THE "STEAM SHOWER." IS   THIS A SAUNA ALSO? THE STEAM SHOWER IN THE ACCESSIBLE   UNIT SHALL COMPLY WITH FAC SECS. 241, 302, 404.2 & 612.   SUBMIT AN ENLARGED FLOOR PLAN FOR THIS SHOWER.   22) THE POOL IN THE ACCESSIBLE SUITE SHALL COMPLY WITH   2014 FAC SEC. 242.   23) SHT. A7.02 - THE ACCESSIBLE LAVATORY SHALL BE   DESIGNED FOR A FORWARD APPROACH. FAC SECS. 213.3.4 &   606.   24) THE SHOWER CONTROLS IN THE ACCESSIBLE SHOWER SHALL   COMPLY WITH THE FAC SECS.608.5.3.SHOW THE DISTANCE OF   THE CONTROLS IN RELATION TO THE SEAT, FROM ADJACENT   WALLS, ABOVE THE FLOOR, ETC.   25) SHT. A7.02 REFERS TO FAIR HOUSING REQS. THIS   PROJECT DOES FALL UNDER THE PURVIEW OF THE FAIR HOUSING   ACT. REVISE NOTE TO READ 2014 FBC-ACCESSIBILITY VOLUME.   26) SHT. A8.11 REFERENCES THE 2010 FBC /FHA. THESE   DETAILS DO NOT APPLY. THE CODE IN EFFECT IS THE 2014   FBC-ACCESSIBILITY.   27) SUBMIT FACTORY SIZING CALCULATIONS FROM SCHIER FOR   THE LAUNDRY INTERCEPTOR. 2014 FBC SEC. 1003.2.   28) THE CONNECTION OF THE LAUNDRY SUMP DRAIN TO THE   SANITARY SYSTEM SHALL COMPLY WITH FPC SEC. 712.3.5.   29) SUBMIT SPECIFICATIONS FOR THE PUMPS FOR THE   LAUNDRY. WPB AMEND. TO FBC SEC. 107.2.1.   30) SUBMIT MANUF. SPECIFICATIONS /DETAILS FOR THE GAS   WATER HEATERS. SUBMIT VENT DETAILS (SIZE, TYPE OF PIPE,   ETC.).COMPLY WITH FGC SEC.502, 503, 504.   31) SUBMIT CALCULATIONS FOR COMBUSTION AIR IN   ACCORDANCE WITH THE 2014 FBC-GAS SEC.304.   32) SHOW THE DISTANCE OF THE GAS WATER HEATER VENTS   FROM BUILDING OPENINGS. COMPLY WITH FGC SEC. 503.6.4.   33) SUBMIT MANUF. SPECIFICATIONS /DETAILS FOR THE   DRYERS. SUBMIT VENT DETAILS (SIZE, TYPE OF MATERIAL,   TERMINATION POINTS, ETC.).   34) CARBON MONOXIDE SENSORS ARE REQUIRED PER THE 2014   FBC SEC. 908.7.   35) SEPARATE PERMITS ARE REQUIRED FOR THE SWIMMING   POOLS.   36) SHT. P3.02 - SIZE THE IRRIGATION BRANCHES ON THE   RISER.   37) SHT. P3.02 - COLD WATER RISERS SHALL HAVE SHUTOFF   VALVES PER FPC SEC.606.1. SEE RISER CW /1 WHICH   SUPPLIES FIXTURE P-6.   38) SHUT OFF VALVES ARE REQD. ON THE WATER SUPPLIES TO   FIXTURE P-7 IN THE BASEMENT. FPC SEC. 606.1 (5).   39) SHT. P3.03 - SHOWS RISER S/2 FOR FIXTURE P-4 & SHT.   P1.02 SHOWS RISER S/2 FOR P-3. CLARIFY.   40) SHT. P1.02 SHOWS RISER S/3 FOR FIXTURE P-4 AND SHT.   P3.03 SHOWS FIXTURE P-3. CLARIFY.   41) SHT. P3.04 - SIZE THE VENT FOR THE HUB DRAIN AND   SHOW THE CONTINUATION/TERMINATION POINT OF THE VENT.   WPB AMEND. TO FBC SEC. 107.2.1.   42) SHT. P3.04 - SIZE THE FORCE MAIN FROM THE SANITARY   EJECTOR ON THE RISER. WPB AMEND. TO FBC SEC. 107.2.1.   43) SHT. P1.01 APPEARS TO SHOW A 2 INCH FORCE MAIN   INSIDE STAIR FS-1. PENETRATIONS OTHER THAN THOSE   NECESSARY FOR THE PURPOSE OF THE EXIT ACCESS STAIRWAY   ENCLOSURE ARE PROHIBITED PER THE 2014 FBC   SEC.1009.3.1.5.1.   44) SHT. P4.01 - INDICATE THE SIZE OF THE EXPANSION FOR   THE WATER HEATERS.   45) SHT.P4.01 - WATER HEATER DETAIL - PAN DRAINS ARE   REQUIRED FOR THE WATER HEATERS. DRAINS SHALL COMPLY   WITH FPC SEC.504.7.1 & 504.7.2.   46)SHT. P4.01 - A FULL OPEN VALVE SHALL BE INSTALLED ON   THE WATER HEATERS. 2014 FPC SEC.606.1 (8).   47)SHT. P3.05 SHOWS A ONE HALF-INCH DISCHARGE LINE FROM   THE STORM SUMP. THIS IS OBVIOUSLY A TYPOGRAPHICAL   ERROR. PLEASE CORRECT.   48)INDICATE THE SLOPE OF THE HORIZONTAL STORM DRAINAGE   PIPING ON THE PLANS. COMPLY WITH TABLE 1106.3 OF THE   FPC.   49)SHT. P3.05 - THERE ARE ROOF DRAINS THAT DO NOT SHOW   THE SQUARE FOOTAGE BEING DRAINED. CLARIFY.   50)SHT. P3.05 - THE SQUARE FOOTAGE BEING DRAINED BY   EACH DRAIN IS LABELED AS ?FU?. PLEASE CORRECT.   51)SHOW THE LOCATION OF THE POOL HEATERS ON THE PLANS.   WPB AMEND. TO FBC SEC. 107.2.1.   52)SHT.A.201B SHOWS A MECHANICAL ROOM. SUPPLY   INFORMATION AS TO WHAT TYPE OF EQUIPMENT WILL BE   LOCATED IN THIS ROOM AND PROVIDE AN EQUIPMENT SCHEDULE.   WPB AMEND. TO FBC SEC. 107.2.1.   53) INDICATE ON THE PLANS WHAT TYPE OF MATERIALS/ITEMS   WILL BE PLACED IN THE STORAGE ROOM.WPB AMEND. TO FBC   SEC. 107.2.1.       TIM LARGE   CHIEF PLUMBING INSPECTOR   PLUMBING PLAN REVIEW   561-805-6692   [email protected]                                         Review Stop R ROOF PLAN REVIEW Rev No 2 Status N Date 2016-11-08 Cont ID   Sent By jwitmer Date 2016-11-08 Time 15:12 Rev Time 0.00 Received By jwitmer Date 2016-11-08 Time 15:12 Sent To   Notes 2016-11-08 15:15:36 ROOFING PLAN REVIEW   W. P. B. PERMIT: 16070837   ADD: 309/317 N. ROSEMARY AVE.   CONT: TBD/ TO BE DETERMINED   TEL: 305-456-7252   E-MAIL: [email protected]       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       1ST REVIEW   DATE: SUN. AUGUST 07/2016   ACTION: DEFERRED SUBMITTAL 107.3.4.2.   .(2) ROOFING APPROVALS WERE SUBMITTED FOR THIS REVIEW.   CARLISLE MIRASEAL FLUID APPLIED WATERPROOFING MEMBRANE   NOA 13-0129.22   CARLISLE CCW-500-R HOT APPLIED LIQUID MEMBRANE NOA   12-0801.01   IN BOTH APPROVALS THERE ARE MULTIPLE SUB-SYSTEMS AND   ASSOCIATED PRESSURES. IN NEITHER REPORT WAS A   SUB-SYSTEM AND ASSOCIATED PRESSURES INDICATED. ALSO IN   BOTH REPORTS LIMITATION # 9 IS INDICATED NO ENHANCED   FASTENING CAN OCCUR. THE PLANS DO NOT INDICATE ROOF TOP   PRESSURES FOR ZONES 1,2 & 3. PLEASE PROVIDE PRESSURES   IN VASD SINCE THE PRODUCT APPROVALS ARE IN VASD. 2014   FBC- B 1603.1.4 WIND DESIGN DATA.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION   DEVELOPMENT SERVICES DEPARTMENT   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop R ROOF PLAN REVIEW Rev No 1 Status F Date 2016-08-09 Cont ID   Sent By jwitmer Date 2016-08-09 Time 15:45 Rev Time 0.00 Received By jwitmer Date 2016-08-07 Time 05:58 Sent To   Notes 2016-08-09 15:45:18 ROOFING PLAN REVIEW   W. P. B. PERMIT: 16070837   ADD: 309/317 N. ROSEMARY AVE.   CONT: TBD/ TO BE DETERMINED   TEL: 305-456-7252   E-MAIL: [email protected]       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       1ST REVIEW   DATE: SUN. AUGUST 07/2016   ACTION: DENIED   .(2) ROOFING APPROVALS WERE SUBMITTED FOR THIS REVIEW.   CARLISLE MIRASEAL FLUID APPLIED WATERPROOFING MEMBRANE   NOA 13-0129.22   CARLISLE CCW-500-R HOT APPLIED LIQUID MEMBRANE NOA   12-0801.01   IN BOTH APPROVALS THERE ARE MULTIPLE SUB-SYSTEMS AND   ASSOCIATED PRESSURES. IN NEITHER REPORT WAS A   SUB-SYSTEM AND ASSOCIATED PRESSURES INDICATED. ALSO IN   BOTH REPORTS LIMITATION # 9 IS INDICATED NO ENHANCED   FASTENING CAN OCCUR. THE PLANS DO NOT INDICATE ROOF TOP   PRESSURES FOR ZONES 1,2 & 3. PLEASE PROVIDE PRESSURES   IN VASD SINCE THE PRODUCT APPROVALS ARE IN VASD. 2014   FBC- B 1603.1.4 WIND DESIGN DATA.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION   DEVELOPMENT SERVICES DEPARTMENT   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]         Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 2 Status F Date 2016-11-08 Cont ID   Sent By jwitmer Date 2016-11-08 Time 09:33 Rev Time 0.00 Received By jwitmer Date 2016-11-08 Time   Sent To   Notes 2016-11-08 09:33:47 BUILDING PLAN REVIEW   W. P. B. PERMIT: 16070837   ADD: 309/317 N. ROSEMARY AVE.   CONT: TBD/ TO BE DETERMINED   TEL: 305-456-7252   E-MAIL: [email protected]       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       2ND REVIEW   DATE: TUES. NOV. 08/2016   ACTION: DENIED       1A) 2ND REQUEST. RESPONSE DOCUMENT INDICATED 3 SETS OF   THE THRESHOLD INSPECTION PLAN WERE SUBMITTED, ONLY IN   REVIEWING THE DOCUMENTS ONLY 2 SETS OF DOCUMENTS WERE   SUBMITTED.   1ST ROUND OF COMMENTS. 109.3.6.1 THRESHOLD INSPECTION   PLAN. THE ENFORCING AGENCY SHALL REQUIRE A (WRITTEN/   TYPED) SPECIAL INSPECTOR TO PERFORM STRUCTURAL   INSPECTIONS ON A THRESHOLD BUILDING PURSUANT TO A   STRUCTURAL INSPECTION PLAN PREPARED BY THE ENGINEER OF   RECORD. THE STRUCTURAL INSPECTION PLAN MUST BE   SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE ISSUANCE   OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A   THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL   INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION   PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE   ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED   DOCUMENTS.       1B) 2ND REQUEST. 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 E-MAILED TO: [email protected] DATE:   11/08/2016 9:08 AM           1C) 2ND REQUEST. 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.       1D) 2ND REQUEST. 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.       1E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB   SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.       1F) 2ND REQUEST. NOTE FOR PAPER PLANS 3 SETS OF   DOCUMENTS ARE REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT   ISSUANCE, PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE   PERMIT BEING ISSUED, THE PERMIT LIBRARIAN WILL THEN   E-MAIL YOU THE APPROVED AND BATCH STAMPED PLANS SO YOU   MAY PRINT YOUR PLANS, TWO SETS OF PLANS WILL NEED TO BE   PRINTED IN COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE   OTHER FOR THE MEP INSPECTORS OTHER PLANS YOU WISH TO   PRINT MAYBE IN BLACK & WHITE..   2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD   BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS   CONCERNING SPECIAL INSPECTORS.       1G) 2ND REQUEST. 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.       1H) PROVISO: PLEASE CALL THE CITY OF WEST PALM BEACHS   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.       1I) PROVISO: 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.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES   DEPARTMENT   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]       DEVELOPMENT SERVICES HOME PAGE   HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP         Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS Rev No 1 Status F Date 2016-08-09 Cont ID   Sent By jwitmer Date 2016-08-09 Time 15:43 Rev Time 0.00 Received By jwitmer Date 2016-08-07 Time 05:59 Sent To   Notes 2016-08-09 15:43:34 THRESHOLD BUILDING PLAN REVIEW   W. P. B. PERMIT: 16070837   ADD: 309/317 N. ROSEMARY AVE.   CONT: TBD/ TO BE DETERMINED   TEL: 305-456-7252   E-MAIL: [email protected]       2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION       1ST REVIEW   DATE: SUN. AUGUST 07/2016   ACTION: DENIED   4)THIS BUILDING IS 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.       4A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING   AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL   INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A   THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION   PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL   INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING   AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR   THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE   OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE   SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT   THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE   WITH THE PERMITTED DOCUMENTS.       4B) 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. CONTACT KEN CONRAD MANAGER OF THE SPECIAL   INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER   INFORMATION BEFORE THE PERMIT MAY BE ISSUED.       4C) 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.       4D) 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.       4E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR   HISTORY FOR THIS TYPE OF CONSTRUCTION.       4F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE   REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,   PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING   ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE   APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR   PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN   COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR   THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE   IN BLACK & WHITE..   2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD   BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS   CONCERNING SPECIAL INSPECTORS.       4G) 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.       4H) 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.       4I) 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.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   CONSTRUCTION SERVICES DIVISION   DEVELOPMENT SERVICES DEPARTMENT   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]             Review Stop Z ZONING Rev No 2 Status F Date 2016-11-30 Cont ID   Sent By   Date 2016-11-30 Time   Rev Time 0.00 Received By kmartin Date 2016-11-30 Time 16:12 Sent To   Notes 2016-11-30 16:12:44 THIS PROJECT IS PENDING SITE PLAN APPROVAL WITH THE   PLANNING DIVISION (REFERENCE: FSPR 15-09). PLEASE NOTE   THAT ZONING WILL NOT APPROVE ANY PERMITS RELATED TO   THIS PROJECT UNTIL SITE PLAN APPROVAL IS GRANTED.       FOR MORE INFORMATION PLEASE CONTACT KEVIN MARTIN, URBAN   DESIGN PLANNER AT [email protected].     Review Stop Z ZONING Rev No 1 Status F Date   Cont ID   Sent By llouie Date 2016-08-25 Time   Rev Time 0.00 Received By kmartin Date 2016-08-25 Time 08:42 Sent To   Notes 2016-08-25 08:43:29 THIS PROJECT IS PENDING SITE PLAN APPROVAL WITH THE   PLANNING DIVISION (REFERENCE: FSPR 15-09). PLEASE NOTE   THAT ZONING WILL NOT APPROVE ANY PERMITS RELATED TO   THIS PROJECT UNTIL SITE PLAN APPROVAL IS GRANTED.       FOR MORE INFORMATION PLEASE CONTACT KEVIN MARTIN, URBAN   DESIGN PLANNER AT [email protected].     Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved