Plan Review Details - Permit 14030096
Plan Review Stops For Permit 14030096
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2014-09-27 Cont ID  
Sent By shill Date 2014-09-27 Time 15:38 Rev Time 0.00
Received By shill Date 2014-09-27 Time 10:03 Sent To  
Notes
2014-09-27 15:44:29****PROVISO****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 PROJECT: LOFTIN PLACE
 CONTRACTOR CONTACT: [email protected] ,
 ARCHITECT: MSA ARCHITECTS, INC., JOSE I. SAUMELL,
 [email protected]
 ENGINEER: BBM STRUCTURAL ENGINEERS, JOEL R.
 MIDDLEBROOKS PE [email protected]
 CONTACT: NEYITA LEIVA, LICENSE & PERMIT SERVICES:
 [email protected] 561-856-6655
  
 GENERAL COMMENT: IN THE CASE OF REDLINES, PLEASE
 INCORPORATE INTO ARCHITECT'S SHEETS AS APPLICABLE.
 THESE REDLINED/REVISED SHEETS DO NOT NEED TO BE
 SUBMITTED UNLESS REQUESTED IN THE PROVISO OR UNLESS THE
 SHEET IS REVISED IN THE FUTURE. IF THE SHEET CHANGES
 DUE TO ANOTHER REVIEWER'S COMMENT, PLEASE INCORPORATE
 REDLINES/NOTES.
  
 PROVISO - SEPARATE PERMIT REQUIRED FOR SIGNAGE, AWNINGS
  
 PROVISO - PRODUCT APPROVALS FOR COMPONENTS AND CLADDING
 WILL BE SUBMITTED AT A FUTURE DATE PRIOR TO
 INSTALLATION, NO FEE. THEY ARE TO BE REVIEWED BY
 DESIGNER OF RECORD PRIOR TO SUBMITTAL.
  
 PROVISO - PRODUCT DATA TEST REPORTS REVIEWED BY
 DESIGNER OF RECORD FOR FLOORING ACOUSTIC INSULATION
 WILL BE PROVIDED AT A FUTURE DATE PRIOR TO
 INSTALLATION, NO FEE (FBC 1207.2, 1207.3, 603.1 FLAME
 SPREAD LESS THAN 200)
  
 PROVISO - DUROLAST NOA PROVIDED. THE APPROVED ASSEMBLY
 PROPOSED AND RAS117 CALCULATIONS (IF REQUIRED) TO BE
 SUBMITTED WITH ROOF PERMIT. THIS IS TO BE REVIEWED BY
 DESIGNER OF RECORD PRIOR TO SUBMITTAL.
  
 PREVIOUS COMMENTS WHICH ARE NOW PROVISO ITEMS:
  
 6 & 8. SHEET SD1, THESE ITEMS (SEE COMMENT LIST #1)
 HAVE BEEN ADDED TO THE PLANS. INCORPORATE LANGUAGE INTO
 THE ARCHITECT'S SHEET IN THE EVENT THAT THIS SHEET IS
 REVISED IN THE FUTURE. IF ARCHITECT HAS AN OBJECTION TO
 THE ADDED TEXT, PLEASE CONTACT ME TO DISCUSS.
  
 17. S1.8, ROOF DESIGN PRESSURES TREAT ZONE 3 AS ZONE 2.
 PLEASE SEE ASCE7010, FIGURE 30.6-1, FOOTNOTE , PARAPET
 TO BE EQUAL TO OR HIGHER THAN 3FT. DETAIL A A7.1
 APPEARS TO SHOW A 2FT PARAPET AT STAIR 1, PLEASE
 CLARIFY OR INCLUDE ZONE 3 PRESSURES FOR ROOF CORNER
 ZONES LACKING A 3 FT PARAPET. REVISE ROOF PLAN TO
 CLARIFY WHERE HIGHER ZONE 3 DESIGN PRESSURES ARE
 REQUIRED. PRIOR TO ROOF PERMIT APPLICATION, THIS SHEET
 SHOULD EITHER BE REVISED OR REVISE DETAILS WHICH SHOW A
 2 FT HIGH PARAPET. THIS IS TO BE SUBMITTED AS A
 REVISION PRIOR TO ROOF PERMIT APPLICATION.
  
 33. EXITING FROM POOL THROUGH DOOR 138.11 APPEARS TO
 ALSO USE 138.9. GATES ARE TO MEET THE SAME REQUIREMENTS
 AS DOORS, FBC 1008.2. REVISE TO INCLUDE THE GATE
 INFORMATION FOR COMPONENTS SERVING IN THE MEANS OF
 EGRESS AROUND THE POOL AREA. PLAN HAS BEEN REDLINED;
 PLEASE INCORPORATE INTO ARCHITECT'S DRAWINGS. THIS
 SHEET IS NOT REQUIRED TO BE SUBMITTED AT THIS TIME.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-09-04 Cont ID  
Sent By shill Date 2014-09-04 Time 13:58 Rev Time 0.00
Received By shill Date 2014-08-24 Time 09:35 Sent To  
Notes
2014-09-04 13:58:15****CORRECTIONS****
 ****PLAN REVIEW IN PROGRESS****
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 PROJECT: LOFTIN PLACE
 CONTRACTOR CONTACT: [email protected] ,
 ARCHITECT: MSA ARCHITECTS, INC., JOSE I. SAUMELL,
 [email protected]
 ENGINEER: BBM STRUCTURAL ENGINEERS, JOEL R.
 MIDDLEBROOKS PE [email protected]
 CONTACT: NEYITA LEIVA, LICENSE & PERMIT SERVICES:
 [email protected] 561-856-6655
  
 GENERAL COMMENT: IN THE CASE OF REDLINES, PLEASE
 INCORPORATE INTO ARCHITECT?S OR ENGINEER?S SHEETS AS
 APPLICABLE. THESE REDLINED/REVISE SHEETS DO NOT NEED TO
 BE SUBMITTED UNLESS REQUESTED IN THE COMMENT/PROVISO OR
 UNLESS THE SHEET IS REVISED IN THE FUTURE. IF THE SHEET
 CHANGES DUE TO ANOTHER REVIEWER'S COMMENT, PLEASE
 INCORPORATE REDLINES/NOTES.
 PROVISO - SEPARATE PERMIT REQUIRED FOR SIGNAGE, AWNINGS
 PROVISO - PRODUCT APPROVALS FOR COMPONENTS AND CLADDING
 WILL BE SUBMITTED AT A FUTURE DATE PRIOR TO
 INSTALLATION, NO FEE. THEY ARE TO BE REVIEWED BY
 DESIGNER OF RECORD PRIOR TO SUBMITTAL.
 PROVISO - PRODUCT DATA TEST REPORTS REVIEWED BY
 DESIGNER OF RECORD FOR FLOORING ACOUSTIC INSULATION
 WILL BE PROVIDED AT A FUTURE DATE PRIOR TO
 INSTALLATION, NO FEE (FBC 1207.2, 1207.3, 603.1 FLAME
 SPREAD LESS THAN 200)
 PROVISO - DUROLAST NOA PROVIDED. THE APPROVED ASSEMBLY
 PROPOSED AND RAS117 CALCULATIONS (IF REQUIRED) TO BE
 SUBMITTED WITH ROOF PERMIT.
  
  
 COMMENTS FROM PREVIOUS LIST:
  
 1. C02 AND OTHER SHEETS, SCOPE OF WORK SHOWN ON
 MULTIPLE LOTS AS WELL AS A STREET/ALLEY TO BE
 ABANDONED. APPLICANT HAS INFORMED THAT A PLAT HAS BEEN
 FILED. PLEASE ADVISE WHEN THIS PROCESS IS COMPLETE, FBC
 CHAPTERS 5, 6, 7.
  
 2 - 4. OK
  
 5, 6, 8. SHEET SD1, THESE ITEMS HAVE BEEN
 REDLINED/ADDED TO THE PLANS.
  
 7, 9-12. OK
  
 13. PILES ARE NOT TO BE INSTALLED PER RESPONSE LETTER
 AND PER GEOTECHNICAL REPORT PROVIDED FOR FOUNDATION
 PERMIT APPLICATION. SEE SHEET S5.1, TYPICAL CONCRETE
 COLUMN. THIS DETAIL SHOWS A PILE CAP, PLEASE CLARIFY OR
 REMOVE FROM DETAIL.
 2ND REVIEW, GRAPHIC REMOVED BUT NOTE STILL INDICATES
 TOP OF PILE CAP. PLEASE REMOVE NOTE.
  
 14. 2ND REVIEW, FLOOR LIVE LOAD VALUES HAVE BEEN ADDED,
 LOCATIONS INDICATED ON NOTE D2 ON SHEET S0.1. PLEASE
 CLARIFY THE FOLLOWING:
 FOUNDATION DESIGN SHEET S1.1A IS INCLUDED IN NOTE D2
 BUT DESIGN LOAD VALUES NOT INCLUDED ON SHEET S1.1A.
 SHEET S1.2A AND OTHER SHEETS, 50 IS SHOWN FOR OFFICE
 LIVE LOAD. SEE FBC TABLE 1607.1, ITEMS 25 (OFFICE
 BUILDINGS) AND 27 (RESIDENTIAL). 25 OFFICE BUILDINGS,
 LOBBIES ARE TO BE 100. SEE 27, HOTELS AND MULTIFAMILY
 DWELLINGS, PUBLIC ROOMS TO BE 100. IT APPEARS THAT
 ALTHOUGH SOME OFFICE SPACE MAY BE 50, OTHER AREAS SUCH
 AS THE LOBBY AREA, BAR, GYMNASIUM (ITEM 18) ARE TO BE
 100.
 THE FLOOR LOAD FOR CONFERENCE ROOM NOT CLEAR. ALTHOUGH
 THE OCCUPANCY CLASSIFICATION IS BUSINESS, THE OCCUPANT
 LOAD SHOULD CONFORM TO FBC TABLE 1004.1.1 UNLESS
 DESIGNER IS USING THE EXCEPTION, IN WHICH CASE THIS
 SHOULD BE STATED. AS AN ASSEMBLY USE AREA, IT APPEARS
 THAT FLOOR LOAD SHOULD BE 100.
 SEE ALSO FBC 1607.4. IN OFFICE AREAS WHERE PARTITION
 AREAS ARE SUBJECT TO CHANGE, PROVISIONS FOR THE
 PARTITION WEIGHTS ARE TO BE MADE UNLESS SPECIFIED LIVE
 LOAD EXCEEDS 80PSF. SECOND FLOOR/AMENITY AREA SHOWS
 UNFINISHED FUTURE USE AREA. IT IS NOT CLEAR WHAT
 INTENDED FUTURE USE WILL BE OR WHAT THE LIVE LOAD HAS
 BEEN DESIGNED TO.
 LOADS FOR OTHER AREAS SUCH AS TREATMENT ROOM, SEATING
 AREA (2ND FLOOR) NOT SHOWN. SEE ALSO ITEM 4, ASSEMBLY
 AREAS, LOBBIES, OTHER AREAS, AND FIXED SEATS.
 30 ROOF. PLEASE SEE TABLE 1607.1, 300 CONCENTRATED
 REQUIRED WHERE ROOF SURFACE IS SUBJECT TO MAINTENANCE
 WORKERS. AS THIS BUILDING HAS ROOFTOP UNITS, IT WILL BE
 SUBJECT TO MAINTENANCE WORKERS AT SOME POINT. 100 PSF
 REQUIRED FOR ROOF USED FOR ASSEMBLY PURPOSES, SPECIAL
 PURPOSES TO BE DETERMINED BASED ON UPSE, SEE NOTE L.
 DESIGN CRITERIA FOR THE AREAS LISTED ARE NOT CLEAR,
 PLEASE REVISE TABLE.
 NOTE D2 STATES THAT 5TH FLOOR DESIGN LOAD IS ON SHEET
 S1.5A. THIS PAGE IS FOR 7TH FLOOR. CORRIDOR LIVE LOAD
 DROPS FROM 100 (FLOORS 2 THROUGH 4) TO 40 PSF. CONFIRM
 THAT THS IS DESIGN INTENT. PLEASE CORRECT PAGE
 REFERENCES.
 NOTE D2 STATES THAT 6TH FLOOR DESIGN LOAD IS ON SHEET
 S1.6A. THIS SHEET IS FOR THE 8TH FLOOR.
 CORRIDOR LIVE LOAD IS 100 FOR 8TH FLOOR. THE NOTE D2 IS
 NOT CONSISTENT WITH THE FLOORS, PLEASE CORRELATE. 5TH
 AND 6TH FLOOR ARE NOT ON THE PAGES STATED, 7TH FLOOR
 SHOULD BE S1.7A BUT IS PARTIAL ROOF, S1.8A AND S1.9A
 ARE REFERRED TO IN NOTE D2 (SHEET S0.1) BUT ARE NOT IN
 THE PLAN. PLEASE REVISE AND CLARIFY FLOOR DESIGN LIVE
 LOADS.
  
 15. SHEETS S1.2A, S1.5A INCLUDE THE RESIDENTIAL AND
 PARKING GARAGE FLOOR LOADS BUT OTHERS WHICH ARE
 APPLICABLE TO THIS PROJECT WERE NOT SPECIFIED, FBC
 1603.1.1. THE FLOOR LOADS FOR COMMON AREAS AND OFFICE
 AREAS WERE NOT INCLUDED IN THE TABLE, PLEASE REVISE,
 FBC TABLE 1607.1.
 NOT ALL COMMON AREAS HAVE BEEN ADDRESSED, SEE ITEM 14
 FOR SPECIFIC DETAILS. RESPONSE LETTER REFERS TO SHEETS
 1.1A TO 1.9A BUT UNABLE TO LOCATE SHEETS S1.8A AND
 S1.9A, ALSO THESE SHEETS ARE NOT INCLUDED IN THE INDEX.
  
 16. OK.
  
 17. 2ND REVIEW, REQUEST FOR DESIGN PRESSURES FOR ROOF
 C&C. DESIGN PRESSURES CONFLICT WITH THE PLAN. SHEET
 S1.8 FOR ROOF PRESSURES REFER TO A BUILDING HEIGHT OF
 <= 60?, THE ROOF HEIGHT EXCEEDS 60?, PLEASE REVISE ROOF
 HEIGHT AND PRESSURES AS APPLICABLE.
 ROOF DESIGN PRESSURES TREAT ZONE 3 AS ZONE 2. PLEASE
 SEE ASCE7010, FIGURE 30.6-1, FOOTNOTE , PARAPET TO BE
 EQUAL TO OR HIGHER THAN 3FT. DETAIL A A7.1 APPEARS TO
 SHOW A 2FT PARAPET AT STAIR 1, PLEASE CLARIFY OR
 INCLUDE ZONE 3 PRESSURES. REVISE ROOF PLAN TO CLARIFY
 WHERE HIGHER ZONE 3 DESIGN PRESSURES ARE REQUIRED.
 ROOF MEMBRANE DESIGN PRESSURE PROVIDED. WHERE ARE THE
 ?GROSS UPLIFT PRESSURES? ZONES 1, 2, AND 3 TO BE
 APPLIED, AS OPPOSED TO ?ROOF MEMBRANE DESIGN PRESSURES?
 ZONES 1, 2, AND 3? ROOF MEMBRANE DESIGN PRESSURES ARE
 LOWER, DO NOT APPEAR TO COMPLY WITH ROOFING COMPONENT
 AND CLADDING PRESSURES. CALCULATIONS MAY BE REQUIRED.
  
 18. OK
  
 19. REVISE LIFE SAFETY CALCULATIONS AS FOLLOWS:
 SHEET A0.1.1, THE CONFERENCE ROOM ALLOCATES 110 SF PER
 OCCUPANT, WHICH RESULTS IN AN OCCUPANT LOAD OF 3.
 ALTHOUGH THIS CAN BE CLASSIFIED AS BUSINESS PER FBC
 303.1, THE DESIGN OCCUPANT LOAD SHOULD CONFORM TO FBC
 1004 (15 SF PER OCCUPANT) UNLESS DESIGNER IS USING THE
 EXCEPTION. IF THE EXCEPTION IS THE INTENT, PROVIDE
 RATIONALE FOR REDUCED OCCUPANT LOAD AND THIS MUST BE
 APPROVED BY THE BUILDING OFFICIAL. IT APPEARS THAT USE
 OF THE TABULAR OCCUPANT LOAD WOULD RESULT IN AN
 OCCUPANT LOAD OF 20, AND EXITING APPEARS COMPLIANT FOR
 THE ADDITIONAL OCCUPANTS.
 SHEET A0.1.2, THERAPY ROOMS HAVE NA FOR LOAD FACTOR,
 OCCUPANT LOAD OF 2. THERE ARE TWO THERAPY ROOMS. 276
 SF, IT WOULD APPEAR THAT DESIGN LOAD SHOULD BE AT LEAST
 4 OR 6 (TWO OR THREE PEOPLE PER ROOM). THE WORD THERAPY
 IMPLIES A THERAPIST AND A GUEST; SOME SPAS HAVE TWO
 EMPLOYEES TO ONE GUEST. TOTAL OCCUPANT LOAD OF 2 FOR
 TWO THERAPY ROOMS DOES NOT APPEAR TO BE AN ACCURATE
 DESIGN OCCUPANT LOAD.
 NOTE THAT PLUMBING FIXTURE CALCULATIONS OCCUPANT LOAD
 ON A2.1.1 CONFLICT WITH A0.1.2. PLEASE CORRELATE.
  
 20-21. OK
  
 22. PREVIOUS LIST REQUESTED EGRESS CAPACITY
 CALCULATIONS. ALTHOUGH TOTAL NUMBERS WERE PROVIDED,
 CAPACITY PER DOOR WAS NOT PROVIDED. SEE EXIT GATE AT
 OLIVE, WHICH IS A COMPONENT IN THE EXIT DISCHARGE, NOT
 CLEAR HOW MANY OCCUPANTS THIS IS DESIGNED TO
 ACCOMMODATE, FBC 1008.1. RESPONSE LETTER STATES THAT
 LOSS OF ANY ONE EXIT WILL NOT REDUCE CAPACITY BY LESS
 THAN 50%, BUT IT IS NOT CLEAR HOW MANY OCCUPANTS ARE
 AFFECTED BY THE OLIVE AVE GATE. REVISE PLAN IN THIS
 AREA TO SHOW NUMBER OF OCCUPANTS PER EXIT AND EXIT
 DISCHARGE.
  
 23-28. OK
  
 29. OCCUPANT LOAD AND EXIT REQUIREMENTS/COMPLIANCE
 REQUESTED FOR ALL FLOORS. SEE A0.1.4. THE OCCUPANT LOAD
 TABLE IS MARKED GROUND FLOOR, BUT IS FOR THE
 RECREATIONAL ROOF DECK. SEE FBC 1004.1.1, OCCUPANTS TO
 BE DETERMINED BY TABLE 1004.1.1 UNLESS APPROVED BY THE
 BUILDING OFFICIAL. NUMBER OF OCCUPANTS STATED FOR THIS
 ASSEMBLY AREA ARE VERY LOW. FOR INSTANCE, TENNIS COURT,
 OCCUPANT LOAD OF 4. OCCUPANCY LISTED IN THE TABLE FOR
 ?BOUNCE COURT? (BOCCE COURT?) IS 8, RUN TRACK IS 2.
 PROVISIONS HAVE NOT BEEN MADE FOR OCCUPANTS WAITING FOR
 USE OF THE COURTS, SPECTATORS, COACHES. THE ENTIRE
 ROOFTOP RECREATIONAL DECK HAS A STATED OCCUPANT LOAD OF
 26 FOR A SQUARE FOOT AREA OF 15,950 SQUARE FEET, WHICH
 RESULTS IN OVER 600SF PER PERSON FOR AN ASSEMBY
 OCCUPANCY. THIS APPEARS TO BE TOO LOW. PROVIDE A LETTER
 OF RATIONALE FOR SUCH A LOW OCCUPANT LOAD FOR BUILDING
 OFFICIAL?S CONSIDERATION OR INCREASE THE OCCUPANT LOAD
 TO BE CONSISTENT WITH THE TABLE.
 PAST SIMILAR USES HAVE INCLUDED COACHES, SPECTATORS,
 INDIVIDUALS WAITING FOR USE OF THE AMENITIES, JUDGES OR
 REFERREES. OTHER SIMILAR BUILDINGS USE ROOFTOP AREAS AS
 TEMPORARY PARTY OR FUNCTION AREAS, UTILIZING TEMPORARY
 TENTS. IN REQUESTING A REDUCED OCCUPANT LOAD FROM THE
 BUILDING OFFICIAL, ALL OF THESE ISSUES/POSSIBLE
 SCENARIOS SHOULD BE ADDRESSED.
 ALTHOUGH THE FBC PROVIDES AN EXCEPTION FOR USING DESIGN
 OCCUPANT LOAD WHEN APPROVED BY THE BUILDING OFFICIAL
 RATHER THAN THE OCCUPANT LOAD PER TABLE FBC 1004,
 PLEASE NOTE THAT A REDUCED OCCUPANT LOAD WOULD ALSO BE
 REQUIRED TO BE APPROVED BY FIRE.
  
 32. OK
  
 33. PREVIOUS COMMENT REQUESTED DOOR INFORMATION,
 RESPONSE LETTER INDICATES SHEETS WHERE DOOR IDENTIFIERS
 HAVE BEEN INCLUDED BUT NOT ALL OF THE DOORS ARE ON THE
 DOOR SCHEDULE. FOR INSTANCE, DOORS AT YOGA GROUP
 EXERCISE, CH101A AND CH101B DO NOT APPEAR ON THE DOOR
 SCHEDULE ON SHEET A5.1.6. DOOR SCHEDULE STARTS AT DOOR
 138, CORRIDOR ; UNABLE TO LOCATE AMENITY AREA DOOR
 SCHEDULE. PLEASE ADD TO SCHEDULE.
 DOOR 154.2, SHEET A5.1.1, APPEARS TO SERVE AN ASSEMBLY
 OCCUPANT LOAD GREATER THAN 50, SEE FBC 1008.1.10, FIRE
 OR PANIC EXIT HARDWARE REQUIRED. VERIFY ALL.
 GATES ARE TO MEET THE SAME REQUIREMENTS AS DOORS, FBC
 1008.2. PLEASE INCLUDE THE GATE INFORMATION IN THE DOOR
 SCHEDULE FOR COMPONENTS SERVING IN THE MEANS OF EGRESS
 AROUND THE POOL AREA.
  
 34-39. OK
  
 40. A 5.1.5 ROOM FINISH SCHEDULE PUBLIC AREAS HAS BEEN
 COMPLETED BUT REFERS TO ID SHEETS WHICH WERE NOT
 SUBMITTED. FOR BUILDING REVIEW PURPOSES, THIS
 INFORMATION CAN BE SUBMITTED AT A FUTURE DATE BUT ALL
 INTEIROR FINISHES TO COMPLY WITH FBC CHAPTER 8. ITEM 7
 DOES NOT COMPLY WITH FBC TABLE 803.9, PLEASE REVISE.
  
 41-45. OK
  
 46. A0.1.1, THE RESPONSE TO PREVIOUS COMMENT REGARDING
 NUMBER OF OCCUPANTS PER DOOR IS THAT THE OCCUPANT LOADS
 ARE SO SMALL THAT THERE IS NO NEED TO MARK EACH DOOR. I
 AGREE IN MOST INSTANCES, THE EXCEPTION BEING THE SINGLE
 GATE AT OLIVE AVENUE, SEE OTHER COMMENTS AND FIRE
 COMMENTS. ALSO MORE INFORMATION WILL BE REQUIRED FOR
 THE AMENITY ROOFTOP AREA, SEE OTHER COMMENTS.
  
 47-49.
  
 50. A3.1.1 AND OTHER ELEVATION SHEETS, ITEM 5 SHOWS
 FOAM BACKED TRIM WHICH APPEARS TO EXTEND ABOVE 40FT
 (SEE VERTICAL ORIENTED TRIM WHICH EXTENDS FROM 4TH
 FLOOR TO UPPER FLOOR, SEE PLAN MARKUP) FBC 1406.2.2.
 THIS WAS CHANGED ON SHEET A3.1.1 BUT WAS NOT CHANGED ON
 A3.1.2. THE STAIR TRIM DETAIL ON 3.1.1 WAS REVISED BUT
 A3.1.2 SHOWS FOAM BACKED TRIP (NOTE 5), A3.1.3 DOES NOT
 HAVE A DETAIL MARKER. CHECK ALL ELEVATION SHEETS AND
 REVISE TO SHOW COMPLIANCE WITH FBC 1406.2.2.
  
 51. SD1 SITE DATA, PROVIDE INFORMATION REGARDING
 DISTANCE FROM BUILDING TO STREET CENTERLINE TO SHOW
 COMPLIANCE WITH FBC TABLE 602 (FIRE SEPARATION DISTANCE
 FBC 702) FOR NORTH, EAST, SOUTH ELEVATIONS.
 2ND REVIEW, RESPONSE LETTER STATES THIS INFORMATION IS
 PROVIDED ON THE GROUND FLOOR PLAN. UNABLE TO LOCATE
 THIS INFORMATION ON THE GROUND FLOOR PLAN, A2.1.1 OR
 LIFE SAFETY PLAN, A0.1.1. PLEASE ADVISE AS TO WHERE
 THIS INFORMATION CAN BE LOCATED.
  
 52-54. OK
  
 55. FBC 708.13.1, TRASH CHUTES, A7.9, FA AND OTHER
 SHEETS, DOORS TO BE SELF OR AUTOMATIC CLOSING. REVISE
 TO SHOW COMPLIANCE OR PROVIDE DATA SHEETS FOR PROPOSED
 TRASH CHUTE DOORS.
 2ND REVIEW, DOORS FROM CORRIDOR ARE NOTED AS SELF
 CLOSING BUT UNABLE TO LOCATE NOTE FOR TRASH CHUTE DOOR.
 EITHER PROVIDE SPEC DATA OR REVISE DETAIL ON A7.9.
  
 56-61. OK
  
 62. SHEET A5.1.7, PLAN HAS OUTDATED CODE REFERENCES (13
 C2.0, TABLE 13 C2.1.1) AND USES THE PHRASE RESIDENTIAL
 APPLICATIONS. FORMER CHAPTER 13 REFERENCES HAVE BEEN
 REPLACED BY FBC 2010 ENERGY CONSERVATION. SEE CHAPTER
 2, ALTHOUGH THIS BUILDING HAS RESIDENTIAL SPACE IT IS
 NOT A RESIDENTIAL BUILDING BY DEFINITION DUE TO HEIGHT.
 2ND REVIEW, PARTIALLY ADDRESSED; NOTES STILL MAKE
 REFERENCES TO CHAPTER 13 AND RESIDENTIAL APPLICATION.
  
 63. ENERGY CALC PROVIDED DOES NOT APPEAR CORRECT OR
 COMPLETE. IT STATES THAT CONDITIONED AREA IS 251777 SF,
 CONDITIONED AND UNCONDITIONED AREA IS THE SAME SQUARE
 FOOT AREA. SHEET A5.1.7 STATES THAT ALL EXTERIOR GLASS
 TO CLEAR AS PER ENERGY CALCULATIONS; SHEET A7.1 NOTE 18
 ALSO REFERS TO ENERGY CALCS FOR R VALUE, BUT ENERGY
 CALC DOES NOT SPECIFY THESE ITEMS, PLEASE CORRELATE.
  
 2ND REVIEW, RESPONSE IS THAT THERE ARE NO UNCONDITIONED
 AREAS. PLEASE PROVIDE SOME CLARIFICATION; DOESN?T THE
 PARKING GARAGE, WHICH IS A PART OF THIS BUILDING, NEED
 TO BE INCLUDED? ALTHOUGH IT DOES NOT HAVE MECHANICAL
 EQUIPMENT IT SHOULD HAVE LIGHTING. FEEL FREE TO CONTACT
 ME IF YOU FEEL THAT I AM INCORRECT.
  
 64. OK
  
 65. FBC 2010 ENERGY CONSERVATION 502, SEE SHEET 2 OF
 THE ENERGY CALC, DOES NOT APPEAR TO BE COMPLETE. FOR
 INSTANCE, EXTERNAL LIGHTING, NONE ENTERED. THE
 QUESTION: MET ALL REQUIRED COMPLIANCE FROM CHECK LIST?
 WAS NOT COMPLETED. PROJECT SUMMARY LACKS THE ADDRESS
 (SEE FBC 2010 EC 506.4.1). PLEASE REVISE/COMPLETE
 ENERGY CALCS.
 2ND REVIEW, THE FOLLOWING ITEMS DO NOT APPEAR TO BE
 COMPLETE: DOORS (NONE SHOWN, BUT OPAQUE DOORS SHOWN ON
 PLAN), FLOORS (ONLY AMENITY AREA SHOWN), WATER HEATER
 (ONE) SHOWS NOT CHECKED, EXTERNAL LIGHTING NONE, OTHER
 ITEMS. ALTHOUGH ENERGY CALCS APPEAR TO BE COMPLIANT,
 PLEASE CONFIRM THAT ALL APPLICABLE ITEMS ARE COMPLETED.
 IF IT IS YOUR UNDERSTANDING THAT THE CODE DOES NOT
 REQUIRE SOME OF THESE ITEMS, PLEASE CONTACT ME AT YOUR
 CONVENIENCE TO DISCUSS.
 66-69. OK
  
 70-71. OK
  
 72. A2.1.7, THERE APPEARS TO BE A 6INCH STEP FROM
 CORRIDORS 738 TO THE 7TH FLOOR AMENITIES. SEE FBC 2010
 ACCESSIBILITY, FAIR HOUSING, REQUIREMENT 2, PUBLIC AND
 COMMON USE AREAS ARE TO BE READILY ACCESSIBLE. RESPONSE
 LETTER STATES THAT A CURB RAMP WILL BE INSTALLED IN
 THIS LOCATION. SEE FBC 2010 ACCESSIBILITY, THIS AREA
 DOES NOT APPEAR TO GRAPHICALLY DEPICT A CURB RAMP. A
 DETAIL SHOULD BE PROVIDED EITHER AT THIS TIME OR PRIOR
 TO CONSTRUCTION.
  
 73-74. OK
  
 75. 2ND REVIEW, SEE FIRE COMMENTS. CONFIRM LOCATION OF
 PANIC AS WELL AS SELF CLOSING HARDWARE. DOORS FOR
 AMENITY AREA NOT SHOWN, FIRST AND SECOND FLOOR.
  
 76. OK
  
 77. SD1, INTERIOR FINISHES NOT CLEAR FBC TABLE 803.9.
 THEY HAVE BEEN REVISED BUT NOW DO NOT COMPLY WITH THE
 TABLE. THE AMENITY AND BUSINESS AREAS HAVE DIFFERENT
 REQUIREMENT S THAN THE RESIDENTIAL AREAS.
 78-83. OK.
  
 84. OK
  
 85-89. OK
  
 90. PARKING GARAGE, PLEASE SEE FAIR HOUSING DESIGN
 MANUAL, 2.23, 2% OF PARKING SPACES REQUIRED FOR
 RESIDENTS, MINIMUM OF ONE AT SALES/RENTAL OFFICE, AND
 NOT CLEAR WHETHER GUEST PARKING IS PROVIDED. PLEASE
 REVISE PARKING DATA TO SHOW COMPLIANCE.
 2ND REVIEW, GROUND FLOOR SHOWS 13 SPACES DESIGNATED AS
 VISITOR SPACES WITH ONE ACCESSIBLE SPACE. THE WORD
 VISITOR IMPLIES GUESTS OF THE RESIDENTS (FAIR HOUSING).
 WHERE IS THE PARKING FOR THE OFFICE STAFF AND NON
 RESIDENTS (ACCESSIBILITY)? PLEASE REWORD THE PARKING TO
 CLARIFY INTENT. PLANS AND NUMBER OF ACCESSIBLE SPACES
 APPEAR COMPLIANT IF THIS AREA IS FOR OFFICE STAFF AND
 OFFICE VISITORS (NON RESIDENTS).
  
 NEW COMMENTS:
  
 91. SEE FIRE COMMENT REGARDING GLAZING IN FIRE RATED
 WALLS.
  
 92. SEE FIRE COMMENTS REGARDING EXIT SIGNS.

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-05-19 Cont ID  
Sent By shill Date 2014-05-19 Time 15:31 Rev Time 0.00
Received By shill Date 2014-03-24 Time 10:57 Sent To  
Notes
2014-04-09 10:43:53****CORRECTIONS****
  
 ****THRESHOLD INSPECTION PLAN IN REVIEW WITH KEN
 CONRAD, CHIEF BUILDING INSPECTOR****
  
 ****PLEASE NOTE THAT SOME COMMENTS HAVE BEEN RENUMBERED
 OR REWORDED FROM THE PRELIMINARY PLAN REVIEW****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 PROJECT: LOFTIN PLACE
 CONTRACTOR CONTACT: [email protected] ,
 ARCHITECT: MSA ARCHITECTS, INC., JOSE I. SAUMELL,
 [email protected]
 ENGINEER: BBM STRUCTURAL ENGINEERS, JOEL R.
 MIDDLEBROOKS PE [email protected]
 CONTACT: NEYITA LEIVA, LICENSE & PERMIT SERVICES:
 [email protected] 561-856-6655
  
 ******
 SOME COMMENTS WERE INCLUDED ON FOUNDATION PERMIT
 APPLICATION 14020547 AND HAVE ALREADY BEEN CORRECTED ON
 THE FOUNDATION PERMIT BUT WILL STILL NEED TO BE
 CORRECTED FOR THIS MASTER BUILDING PERMIT.
  
 ******
  
 1. C02 AND OTHER SHEETS, SCOPE OF WORK SHOWN ON
 MULTIPLE LOTS AS WELL AS A STREET/ALLEY TO BE
 ABANDONED. APPLICANT HAS INFORMED THAT A PLAT HAS BEEN
 FILED. PLEASE ADVISE WHEN THIS PROCESS IS COMPLETE, FBC
 CHAPTERS 5, 6, 7.
  
 2. SHEET SD1, TABLES 601 AND 602 APPEAR TO BE THE
 TABLES AND FOOTNOTES FROM FBC 2007 RATHER THAN
 GOVERNING CODE FOR THIS PROJECT, FBC 2010. PLEASE
 REVISE TO CURRENT CODE. CHECK ALL.
  
 3. SHEET SD1, FIRE SEPARATIONS, APPEARS TO HAVE A TYPO.
 A 1 HOUR REDUCTION FOR OCCUPANCY SEPARATION IS
 INDICATED. ALTHOUGH THIS REDUCTION WAS NOT TAKEN
 (PROVIDED RATING IS 1), PLEASE REMOVE TO AVOID
 CONFUSION OR PROVIDE CODE SECTION WHERE THIS IS
 PERMITTED. PLEASE CHECK ALL.
  
 4. SHEET SD1, FIRE SEPARATIONS, TENANT SEPARATION
 OPENING PROTECTION REQUIRED IS 45 MINUTES, FBC TABLE
 715.4, PLEASE REVISE. PLEASE CHECK ALL REFERENCES.
  
 5. SHEET SD1, OPENING PROTECTIVES, 3 HOUR REQUIRED FOR
 A 3 HOUR FIRE WALL OR FIRE BARRIER, 90 MINUTE REQUIRED
 FOR 3 HOUR EXTERIOR WALL, FBC TABLE 715.4. PLEASE
 REVISE LANGUAGE IN TABLE TO BE CONSISTENT WITH FBC
 TABLE 715.4.
  
 6. PROVIDE MORE INFORMATION ABOUT PHASE II. WILL PHASE
 II BE DESIGNED TO BE ONE BUILDING WITH PHASE I, OR WILL
 IT BE A SEPARATE BUILDING WITH FIRE RATED SEPARATIONS?
 WHAT IS THE PROPOSED HEIGHT AND AREA OF PHASE II,
 HIGHEST HABITABLE FLOOR AND ROOF HEIGHT? FBC 107, FBC
 CHAPTER 5. **PLEASE NOTE ON PLAN**
  
 7. FS553.79, FBC 110.3.7, SPECIAL INSPECTOR REQUIRED
 FOR THIS THRESHOLD BUILDING. A COPY OF THE SPECIAL
 INSPECTOR AGREEMENT AND PROGRAM INFORMATION HAS BEEN
 EMAILED TO [email protected].
  
 THE AGREEMENT IS TO BE APPROVED BY KEN CONRAD, CHIEF
 BUILDING INSPECTOR. PLEASE ADVISE WHEN THIS HAS BEEN
 SUBMITTED AND APPROVED.
  
 8. FBC 110.7 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 A CONSENT GRANTED BY
 THE APPLICABLE PROPERTY OWNER, UNDER TERMS OR
 CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY OWNER.
 THIS INCLUDES, BUT IS NOT LIMITED TO, THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFFS, DEBRIS, AND
 THE STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT LEGAL HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, AND MAY REQUIRE SPECIAL DRAINAGE DESIGN
 COMPLYING WITH ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE DRAINAGE 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 SIGNIFICANT DECREASE
 OF PERMEABLE LAND AREA ON ANY PARCEL OR HAS ALTERED THE
 DRAINAGE FLOW ON THE DEVELOPED PROPERTY 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 PROFESSIONAL SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 PLEASE REVISE PLAN TO INCLUDE THESE REQUIREMENTS, FBC
 107.
  
 9. FBC 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.
  
 PLEASE ALSO SEE FLORIDA STATUTE 553.79(7)(D). THIS
 STATEMENT SHOULD BE INCLUDED ON AT LEAST ONE PAGE FOR
 EACH INDIVIDUAL DESIGN PROFESSIONAL FOR THE BUILDING.
 IF YOU DISAGREE WITH THIS COMMENT, OR ANY OTHER
 COMMENTS, PLEASE CONTACT ME TO DISCUSS PRIOR TO
 RESUBMITTAL.
  
 10. SEE FBC CHAPTER 33, SAFEGUARDS DURING CONSTRUCTION;
 PLEASE NOTE ON PLAN.
  
 11. IF THE FOUNDATION PERMIT HAS NOT BEEN ISSUED PRIOR
 TO RESUBMITTAL, PLEASE PROVIDE THE SOILS INVESTIGATION
 REPORT PREPARED BY ARDAMAN & ASSOCIATES DATED OCTOBER
 22, 2013 (REFERENCE ON SHEET S5.2), FBC 1803.
  
 12. INFORMATIONAL ONLY: IMPACT FEE ASSESSMENT BY PALM
 BEACH COUNTY REQUIRED PRIOR TO BUILDING PERMIT
 ISSUANCE. SEE IMPACT FEE REVIEW.
  
 13. PILES ARE NOT TO BE INSTALLED PER RESPONSE LETTER
 AND PER GEOTECHNICAL REPORT PROVIDED FOR FOUNDATION
 PERMIT APPLICATION. SEE SHEET S5.1, TYPICAL CONCRETE
 COLUMN. THIS DETAIL SHOWS A PILE CAP, PLEASE CLARIFY OR
 REMOVE FROM DETAIL.
  
 14. S0.1, DESIGN CRITERIA, D2 STATES THAT DESIGN LOAD
 VALUES ARE FOUND ON PAGES WHICH CORRESPOND WITH THE
 SHEETS FOR EACH FLOOR. I WAS UNABLE TO LOCATE FLOOR
 LOADS FOR COMMON AREAS AND OFFICE AREAS (SEE OTHER
 COMMENTS).
  
 15. SHEETS S1.2A, S1.5A INCLUDE THE RESIDENTIAL AND
 PARKING GARAGE FLOOR LOADS BUT OTHERS WHICH ARE
 APPLICABLE TO THIS PROJECT WERE NOT SPECIFIED, FBC
 1603.1.1. THE FLOOR LOADS FOR COMMON AREAS AND OFFICE
 AREAS WERE NOT INCLUDED IN THE TABLE, PLEASE REVISE,
 FBC TABLE 1607.1.
  
 16. SHEETS S1.2A, S1.5A, 40 PSF SPECIFIED FOR
 CORRIDORS; SEE FBC TABLE 1607.1(27), 40PSF IS FOR
 PRIVATE ROOMS AND CORRIDORS SERVING THEM. PUBLIC ROOMS
 AND CORRIDORS SERVING THEM REQUIRE 100 PSF.
  
 17. SHEET S6.0, WIND DESIGN CRITERIA FBC 1603.1.4(5)
 DID NOT INCLUDE PRESSURES FOR ZONES 1 THROUGH 3, ROOF
 COMPONENT AND CLADDING PRESSURES. PLEASE REVISE OR
 ADVISE AS TO WHERE ON THE PLAN THIS INFORMATION CAN BE
 LOCATED.
  
 18. SHEET S6.0, WIND DESIGN CRITERIA TO INCLUDE BOTH
 ULTIMATE AND ASD FBC 1603.1.4(5).
  
 19. GENERAL COMMENT; NO ROOM DESIGNATIONS WERE PROVIDED
 FOR THE ASSEMBLY AND BUSINESS AREAS AND ROOM REFERENCES
 ARE NOT CONSISTENT BETWEEN PAGES.
  
 FOR INSTANCE, LIFE SAFETY PLAN DOES NOT INCLUDE ROOM
 DESIGNATIONS FOR THE AMENITY AREA. SECOND FLOOR AMENITY
 DOES NOT INCLUDE ROOM DESIGNATIONS IN SOME AREAS (ON
 EITHER THE LIFE SAFETY A0.1.2 OR FLOOR PLAN A2.1.2),
 BUT MECHANICAL SHEET M4.4 INDICATES UNFINISHED FUTURE
 USE FOR SOME AREAS.
  
 TO FACILITATE LIFE SAFETY PLAN REVIEW, PLEASE LABEL
 ROOMS FBC 107.
  
 NOTE THAT SOME OF THE LIFE SAFETY COMMENTS MAY AT THIS
 TIME REFER TO ROOMS INCORRECTLY AS NO ROOM DESIGNATIONS
 PROVIDED ON THE LIFE SAFETY PLAN, SO I MAY HAVE
 REFERRED TO SOME ROOMS BY THE INCORRECT NAME. WHEN
 REVIEW IS CONTINUED AND THE ACTUAL ROOM NAMES ARE FOUND
 ON OTHER SHEETS, I WILL MAKE AN EFFORT TO CORRECT THE
 COMMENTS.
  
 20. A0.1.1, OCCUPANCY CALCULATION, RESIDENTIAL UNITS
 AND GARAGE, OCCUPANTS COLUMN IS BLANK, PLEASE COMPLETE,
 FBC 1008.
  
 21. A0.1.1, CLARIFY SF AREA OF BUSINESS. THIS IS STATED
 ON THE PLAN AS 1325SF WITH 1/100, 133 OCCUPANTS,
 APPEARS TO BE A TYPO. IF THIS OCC LOAD IS CORRECT, OF
 COURSE YOU MAY EXCEED MINIMUM CODE REQUIREMENTS BUT
 PLEASE VERIFY THAT BUSINESS AREA IS CORRECT.
  
 22. A0.1.1, EGRESS CAPACITY CALCULATION, SOME OF THE
 ITEMS ARE NOT CLEAR. PLEASE REVISE THE FOLLOWING:
  
 RESIDENTIAL UNITS REQUIRED DOOR WIDTH IS 36, PROVIDED
 IS 32.
 RESIDENTIAL UNITS REQUIRED STAIR WIDTH IS 53.1,
 PROVIDED IS 44.
 GARAGE STAIR WIDTH REQUIRED IS 46, PROVIDED IS 44
  
 ALTHOUGH THE DESIGN INTENT AND PLANS APPEAR CODE
 COMPLIANT, PLEASE CORRELATE WITH THIS TABLE.
  
 23. A0.1.1, UNMARKED STAIR SW CORNER (STAIR 8), NO
 SEPARATION IS SHOWN BETWEEN STAIR AND THE ADJACENT ROOM
 SERVING THE AMENITY AREA FBC 1022.1. PLEASE INCLUDE
 STAIR DESIGNATION.
  
 24. A0.1.1, THE AREA WHICH APPEARS TO BE THE GROUP
 EXERCISE ROOM (ROOMS NOT MARKED TO CORRELATE WITH
 OCCUPANCY CALCULATION) IS ASSEMBLY OCCUPANCY, TWO EXITS
 REQUIRED AS OCCUPANT LOAD IS OVER 49, FBC TABLE 1015.1.
  
 25. A0.1.1 AND OTHER SHEETS, THE GROUP EXERCISE ROOM
 HAS INSWING DOORS BUT AN OCCUPANT LOAD OF 58, SEE FBC
 10081.2 WHICH REQUIRES DOOR TO SWING IN THE DIRECTION
 OF EGRESS TRAVEL.
  
 26. A0.1.1 AND OTHER SHEETS, DOOR BETWEEN GROUP
 EXERCISE, GYM AND ROTUNDA, DOOR IS TO SWING IN THE
 DIRECTION OF EGRESS TRAVEL.
  
 27. A0.1.2, THE TRAVEL DISTANCES FOR AMENITY AREA ARE
 MARKED WITHOUT DIMENSIONS. PLEASE INCLUDE, FBC TABLE
 1016.1.
  
 28. A0.1.2, CORRIDOR TO BE FIRE RATED, FBC TABLE
 1018.1. THE PORTION OF CORRIDOR AJDACENT TO THE PARKING
 GARAGE IS NOT SHOWN AS RATED.
  
 29. A0.1.2 TO A0.1.5, OCCUPANT LOAD AND EXIT
 REQUIREMENTS NOT PROVIDED, FBC 107, FBC CHAPTER 10.
 THIS APPLIES TO ALL FLOORS OTHER THAN THE FIRST FLOOR.
 IF YOU NEED FURTHER CLARIFICATION, PLEASE CONTACT ME.
  
 30. 3 A5.1.3, WATER CLOSET D IS SHOWN ON FLOOR PLAN,
 WATER CLOSET E SHOWN ON THE ELEVATION. PLEASE REVISE
 FLOOR PLAN TO WATER CLOSET E, FBC 2010 ACCESSIBILITY
 604.
  
 31. 3 A5.1.3 AND OTHER LOCATIONS, THE LAV, DRINKING
 FOUNTAIN FIXTURE IDENTIFIERS ARE MISSING, FBC 107, FBC
 2010 ACCESSIBILITY CHAPTER 6, FBC 107. DESIGNER?S
 INTENT REGARDING ACCESSIBILITY FOR SOME ELEMENTS NOT
 CLEAR. FOR INSTANCE, IT IS NOT CLEAR IF THE WATER
 FOUNTAINS IN THIS AREA ARE TO BE ACCESSIBLE. THERE IS A
 CONFLICT BETWEEN THE PLAN AND THE ELEVATION FOR THE
 WATER CLOSET, SEE OTHER COMMENTS.
  
 PERCENTAGES IF APPLICABLE ARE TO BE INCORPORATED INTO
 THE PLAN, FBC 2010 ACCESSIBILITY, FAIR HOUSING ACT
 DESIGN MANUAL, 2.4 (BASIC COMPONENTS TABLE).
  
 32. GENERAL COMMENT; PLANS DO NOT APPEAR TO BE 100%
 DRAWINGS. A COMPLETE PLAN REVIEW CANNOT BE DONE AT THIS
 TIME. AN EFFORT HAS BEEN MADE TO NOTE AS MANY
 DEFICIENCIES AS POSSIBLE.
  
 33. 3 A5.1.3 AND OTHER LOCATIONS, THE DOOR IDENTIFIER
 IS MISSING. PLEASE REVISE. CHECK ALL DOORS, ALL SHEETS.
  
 34. 3 A5.1.3 AND OTHER LOCATIONS, MIRROR (FIXTURE K) IS
 SHOWN ON ELEVATION 11 BUT NOT ON THE FLOOR PLAN, FBC
 107.
  
 35. A5.1.3, ACCESSIBILITY CODE REFERENCES ARE OUTDATED.
 PLEASE REVISE TO BE CONSISTENT WITH THE FLORIDA
 BUILDING CODE 2010, ACCESSIBILITY. FOR INSTANCE, MARKER
 B REFERS TO 11-4.19.4 FROM 2007 FBC. PLEASE REVISE ALL
 AS APPLICABLE.
  
 36. REVISE PLAN TO SHOW 18IN MINIMUM FOR CLEARANCE,
 DOOR PULL SIDE, FBC 2010 ACCESSIBILITY 404.2.4 FOR THE
 FOLLOWING LOCATIONS:
  
 AMENITY BATH FIRST FLOOR, VARIOUS SHEETS, DETAIL 3
 A5.1.3
  
 GYM AREA TO ROTUNDA, A 2.1.1 AND OTHER SHEETS
  
 CATER TO BAR, A5.1.1 AND OTHER SHEETS
  
 CATER TO VESTIBULE, A5.1.1 AND OTHER SHEETS. SOMETHING
 IS DEPICTED ADJACENT TO THE WALL BETWEEN CATER AND
 VESTIBULE, NOT CLEAR HOW THIS WILL AFFECT DOOR PULL, IS
 THIS A WALL?
  
 DOOR AT ACCESS TO TRASH CHUTE 1, DETAIL 2 A7.9 SHOWS
 16IN, 18IN REQUIRED.
  
 A2.1.3 AND OTHER SHEETS, ELECTRIC ROOM/TELECOM ROOM,
 339 AND 439 AND OTHER LOCATIONS (SAME STACK)
  
 37. 3 A6.1.2, NOTE INDICATOR MISSING. CHECK ALL
 DETAILS, ALL SHEETS.
  
 38. 1 A7.1, INSIDE RAIL HANDRAIL EXTENSION AT THE
 BOTTOM OF THE FIRST FLOOR APPEARS TO BE SHORTER THAN
 12IN, FBC 1012.6 (NO DIMENSION SHOWN BUT COMPARE TO
 INSIDE HANDRAIL). DETAIL A A7.1 APPEARS TO SHOW THIS
 EXTENSION (FIRST FLOOR BOTTOM) AS MOUNTED TO A WALL,
 BUT THERE DOES NOT APPEAR TO BE A WALL AT THIS
 LOCATION. PLEASE CORRELATE.
  
 CHECK ALL PLAN AND ELEVATION/SECTION VIEWS FOR CORRECT
 HANDRAIL EXTENSION LENGTH (SOME EXAMPLES INCLUDE 6
 A7.6, C A7.6)
  
 39. A7.6 REFERS TO DETAIL FOR STAIR 9 (8 A7.6) IS NOT
 ON THE PLAN, FBC 1009.
  
 40. A 5.1.5 ROOM FINISH SCHEDULE PUBLIC AREAS IS BLANK,
 FBC CHAPTER 8, FBC 107.
  
 41. A5.1.1, DOOR BETWEEN RESIDENTIAL LOBBY AND
 CONFERENCE ROOM TO BE A SIDE HINGE DOOR DUE TO OCCUPANT
 LOAD OVER 10, FBC 1008.1.2. OCCUPANT LOAD STATED ON
 SHEET A0.1.1 IS 16.
  
 42. A5.1.1, NO DOOR TAG FOR THE FOLDING DOOR/WALL FOR
 THE LEASING AREA. REVISE PLAN TO INDICATE WHEN THIS
 WILL BE IN THE CLOSED POSITION. NOTE THAT THERE DOES
 NOT APPEAR TO BE ANOTHER MEANS OF EGRESS FOR THE
 LEASING AREA IF THIS IS IN THE CLOSED POSITION.
  
 43. A5.1.1, LEASING AREA, WINDOW NOTE NUMBER IS
 MISSING. CHECK ALL.
  
 44. A5.1.1 STATES CONFERENCE ROOM IS 286 SF, BUT A0.1.1
 SHOWS CONFREENCE ROOM AS 243.36. PLEASE CORRELATE. IF
 THIS IS THE DIFFERENCE BETWEEN NET AND GROSS, PLEASE
 INDICATE FOR EACH, FBC 1008.
  
 CHECK ALL ROOMS AS THERE ARE OTHER INCONSISTENCIES,
 (FOR EXAMPLE, GROUP EXERCISE ROOM 833 VS 982 SF). NOTE
 THAT OCCUPANT LOAD FOR ASSEMBLY MAY BE BASED ON NET SF
 AREA BUT BUSINESS AND STORAGE AREAS TO BE BASED ON
 GROSS SF AREAS.
  
 45. A6.1.1, PLEASE ADVISE AS TO WHICH PAGE THE NOTES
 ARE LOCATED ON, FBC 107. THERE ARE NOTE INDICATORS (FOR
 INSTANCE, 3RD FLOOR BALCONY REFERS TO NOTE 26) BUT NOTE
 LOCATION IS NOT NOTED ON EITHER THE PLAN OR THE INDEX
 SHEET AND I WAS UNABLE TO LOCATE THE NOTES.
  
 IF NOTES ARE NOT INCLUDED ON EACH SHEET AS APPLICABLE
 (AS THEY ARE FOR THE ELEVATIONS AND OTHER SHEETS),
 PLEASE INDICATE WHICH SHEET INCLUDES THE INFORMATION,
 FBC 107. PLAN REVIEW HAS BEEN DELAYED DUE TO EFFORTS TO
 LOCATE INFORMATION ON DRAWINGS (WALL IDENTIFIERS, DOOR
 IDENTIFIERS, FIRE RESISTANCE DETAILS, NOTES, ETC.).
 SOME INFORMATION HAS BEEN LOCATED IN DETAILS, BUT I WAS
 UNABLE TO LOCATE OTHERS. IN ORDER TO EXPEDITE PLAN
 REVIEW AND AVOID FIELD DELAYS, PLEASE MAKE AN EFFORT TO
 MAKE GENERAL INFORMATION READILY AVAILABLE. PLEASE
 CONTACT ME IF YOU WISH TO DISCUSS.
  
 46. A0.1.1, EXITING STRATEGY AND COMPLIANCE NOT CLEAR
 FOR THE AMENITY/LEASING AREAS AS PATH OF TRAVEL,
 OCCUPANT LOAD ASSIGNED TO EACH DOOR NOT SHOWN. IT IS
 TYPICAL THAT ON A LIFE SAFETY PLAN OCCUPANT LOAD PER
 AREA IS SHOWN, WITH PATH OF TRAVEL AND TRAVEL
 DISTANCES, NUMBER OF OCCUPANTS PER DOOR SHOWN, EXIT
 REMOTENESS, OVERALL DIMENSIONS ETC. ADDING SOME OF THE
 INFORMATION WOULD HELP EXPEDITE PLAN REVIEW.
  
 47. INFORMATIONAL ONLY; SEPARATE PERMITS REQUIRED FOR
 AWNINGS.
  
 48. STAIR DETAIL SECTION PAGE NAMING CONVENTION IS NOT
 CONSISTENT WITH THE INDEX, PLEASE CORRELATE. FOR
 INSTANCE, STAIR 1 IS INDICATED ON SHEET A 7.1.1 ON THE
 INDEX, BUT IS NAMED 7.1 ON THE SHEET AND ON THE FILE
 UPLOAD.
  
 49. SOME SHEETS WERE UPLOADED INTO PROJECTDOX TWICE;
 ONCE ON 3/6 AND ONCE ON 3/12. FOR INSTANCE, SEE SHEET
 532 FP 5.1. PLEASE SUBMIT A REQUEST TO THE PROJECTDOX
 ADMINISTRATOR TO HAVE DUPLICATE SHEETS REMOVED OR, IF
 SHEETS ARE ACTUALLY DIFFERENT SHEETS, RENAME THE
 SHEETS.
  
 50. A3.1.1 AND OTHER ELEVATION SHEETS, ITEM 5 SHOWS
 FOAM BACKED TRIM WHICH APPEARS TO EXTEND ABOVE 40FT
 (SEE VERTICAL ORIENTED TRIM WHICH EXTENDS FROM 4TH
 FLOOR TO UPPER FLOOR, SEE PLAN MARKUP) FBC 1406.2.2.
 SIMILAR DETAILS ARE DEPICTED BUT NOT LABELED AS TO
 CONSTRUCTION, FBC 107 (FOR EXAMPLE, 1 A3.1.1, STAIR,
 SEE PLAN MARKUP). REVISE PLAN TO SHOW COMPLIANCE. IF
 NECESSARY, PROVIDE DETAILS FOR THE TRIM AS WELL AS
 PRODUCT DATA. IF THIS IS NOT POSSIBLE AT THIS TIME,
 PLANS TO BE REVISED TO NOTE THE NONCOMBUSTIBLE
 REQUIREMENT ABOVE 40FT AND PERMIT WILL BE ISSUED WITH
 PROVISO THAT PRODUCT DATA BE SUBMITTED PRIOR TO
 INSTALLATION. PLEASE CONTACT ME IF YOU WOULD LIKE
 INFORMATION REGARDING OPTIONS PREVIOUSLY APPROVED ON
 OTHER PROJECTS.
  
 SEE ALSO NOTE 7 ON SHEET A7.1 (AND POSSIBLY OTHER
 SHEETS) WHICH REFERS TO FOAM TRIM AND A PROFILE DETAIL,
 UNABLE TO LOCATE DETAIL.
  
 51. SD1 SITE DATA, PROVIDE INFORMATION REGARDING
 DISTANCE FROM BUILDING TO STREET CENTERLINE TO SHOW
 COMPLIANCE WITH FBC TABLE 602 (FIRE SEPARATION DISTANCE
 FBC 702) FOR NORTH, EAST, SOUTH ELEVATIONS.
  
 52. 15 A8.3 SPECIFIES DURACOUSTIC STOP FOR FLOORING
 UNDERLAYMENT. PROVIDE THE FOLLOWING TEST REPORTS FOR
 THIS PRODUCT:
  
 A. FBC 1207.2, 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.
 IF A SUSPENDED CEILING WAS USED AS A PART OF THE TEST,
 PROVIDE INFORMATION AS TO HOW IT HAS BEEN DETERMINED
 THAT THIS CONDITION CURRENTLY EXISTS AND HOW IT CAN BE
 GUARANTEED THAT THE CONDITIONS IN THE UNIT BELOW WILL
 NOT BE ALTERED.
  
 B. FBC 1207.3, 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. IF A SUSPENDED CEILING WAS USED AS A PART
 OF THE TEST, PROVIDE INFORMATION AS TO HOW IT HAS BEEN
 DETERMINED THAT THIS CONDITION CURRENTLY EXISTS AND HOW
 IT CAN BE GUARANTEED THAT THE CONDITIONS IN THE UNIT
 BELOW WILL NOT BE ALTERED.
  
 C. FBC 603.1, ALLOWABLE MATERIALS IN NON COMBUSTIBLE
 BUILDINGS, SEE ITEM 2, EXCEPTION 2, ACOUSTICAL
 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.
  
 SEE 803.1.1, PROVIDE TEST DATA IN ACCORDANCE WITH ASTM
 E 84 OR UL 723.
  
 IF THIS IS NOT THE UNDERLAYMENT PROPOSED, REVISE DETAIL
 AND OTHER PLACES IF APPLICABLE. IF FLOORING
 UNDERLAYMENT HAS NOT BEEN SELECTED AT THIS POINT, TEST
 DATA TO BE PROVIDED FOR REVIEW PRIOR TO INSTALLATION
 (WILL BE PROVISO ITEM).
  
 53. SYMBOLS LEGEND ON SHEET SD1 INCLUDES REFERENCES TO
 GA SHEETS, PLEASE CORRELATE FBC 107.
  
 54. FP5.1 NOTES THAT SPRINKLER WILL BE PROVIDED EVERY
 OTHER FLOOR. SEE FBC 708.13.6, FBC903.2.11.2, REVISE
 NOTE TO INCLUDE TOP AND TERMINATION, SEE MARKUP.
  
 55. FBC 708.13.1, TRASH CHUTES, A7.9, FA AND OTHER
 SHEETS, DOORS TO BE SELF OR AUTOMATIC CLOSING. REVISE
 TO SHOW COMPLIANCE OR PROVIDE DATA SHEETS FOR PROPOSED
 TRASH CHUTE DOORS.
  
 56. FP2.1.1, SPRINKLERS APPEAR TO BE SHOWN IN TRASH
 ROOM 1 BUT NOT IN TRASH ROOM 2, FBC 903, FBC 107.
  
 57. FP2.1.1, PLAN REFERS TO FS4.1 AND 4.2 FOR UNIT
 SPRINKLER PLAN, BUT THESE SHEETS APPEAR TO BE PARTIAL
 MECHANICAL PLANS WITH NO SPRINKLER HEADS DEPICTED ON FS
 4.1 OR 4.2, FBC 903, 107.
  
 58. A5.1.3, TOP RIGHT OF PLAN INCLUDES A BUILDING FLOOR
 PLAN WALL LEGEND. NONE OF THE DETAILS ARE NUMBERED (OR
 OTHERWISE EXCLUSIVELY IDENTIFIED), AND NO WALL TYPE
 IDENTIFIERS ARE ON THIS SHEET OR OTHER SHEETS. FBC 107.
  
 59. FAC61G1 16.004, ARCHITECT?S TITLE BLOCK REQUIRES
 THE FIRM LICENSE NUMBER. PLEASE REVISE ALL SHEETS (AND
 ANY OTHER DOCUMENT WHICH REQUIRES A TITLE BLOCK) BEING
 SEALED BY MSA ARCHITECTS TO INCLUDE THE FIRM LICENSE
 NUMBER (AAC000895).
  
 60. FAC61G15 23.002, ENGINEER?S TITLE BLOCK REQUIRES
 THE FIRM LICENSE NUMBER. PLEASE REVISE THE FOLLOWING
 (FOR BOTH PLAN PAGES AND REPORTS, SPECIFICATIONS,
 CALCULATIONS, ETC AS APPLICABLE):
  
 ALL SHEETS BEING SEALED BY KESHAVARZ & ASSOCIATES INC
 TO INCLUDE THE FIRM LICENSE NUMBER (CA4897).
  
 ALL SHEETS BEING SEALED BY TWR ENGINEERS TO INCLUDE THE
 FIRM LICENSE NUMBER (CA8566).
  
 61. NA
  
 62. SHEET A5.1.7, PLAN HAS OUTDATED CODE REFERENCES (13
 C2.0, TABLE 13 C2.1.1) AND USES THE PHRASE RESIDENTIAL
 APPLICATIONS. FORMER CHAPTER 13 REFERENCES HAVE BEEN
 REPLACED BY FBC 2010 ENERGY CONSERVATION. SEE CHAPTER
 2, ALTHOUGH THIS BUILDING HAS RESIDENTIAL SPACE IT IS
 NOT A RESIDENTIAL BUILDING BY DEFINITION DUE TO HEIGHT.
  
 63. ENERGY CALC PROVIDED DOES NOT APPEAR CORRECT OR
 COMPLETE. IT STATES THAT CONDITIONED AREA IS 251777 SF,
 CONDITIONED AND UNCONDITIONED AREA IS THE SAME SQUARE
 FOOT AREA. SHEET A5.1.7 STATES THAT ALL EXTERIOR GLASS
 TO CLEAR AS PER ENERGY CALCULATIONS; SHEET A7.1 NOTE 18
 ALSO REFERS TO ENERGY CALCS FOR R VALUE, BUT ENERGY
 CALC DOES NOT SPECIFY THESE ITEMS, PLEASE CORRELATE.
  
 64. SEE OTHER REQUIRED COMPLIANCE SECTION OF THE ENERGY
 CALC, INPUT REPORT TO BE ATTACHED.
  
 65. FBC 2010 ENERGY CONSERVATION 502, SEE SHEET 2 OF
 THE ENERGY CALC, DOES NOT APPEAR TO BE COMPLETE. FOR
 INSTANCE, EXTERNAL LIGHTING, NONE ENTERED. THE
 QUESTION: MET ALL REQUIRED COMPLIANCE FROM CHECK LIST?
 WAS NOT COMPLETED. PROJECT SUMMARY LACKS THE ADDRESS
 (SEE FBC 2010 EC 506.4.1) A PERMIT NUMBER HAS BEEN
 ASSIGNED, SO PLEASE INCLUDE WHEN REVISING THE ENERGY
 CALCS. PLEASE REVISE/COMPLETE ENERGY CALCS.
  
 66. SHEET A5.1.7, U FACTOR IS HIGHER THAN PERMITTED BY
 FBC 2010 ENERGY CONSERVATION TABLE 502.1.1.1(1), FBC
 506.2.
  
 67. SEE OTHER MANDATORY AND PRESCRIPTIVE REQUIREMENTS
 IN FBC ENERGY CONSERVATION 506.2. REVISE PLAN TO
 INCLUDE ENOUGH INFORMATION TO SHOW COMPLIANCE FOR ALL
 REQUIRED ITEMS. PROVIDE PRODUCT DATA TO SHOW COMPLIANCE
 OR NOTE ON PLAN AND DATA SHEETS MAY BE PROVIDED PRIOR
 TO INSTALLATION.
  
 68. HATCHED LINES AT CONCIERGE AREA, EAST SIDE, PLEASE
 IDENTIFY, FBC 107, FBC CHAPTER 10.
  
 69. CONSTRUCTION ON SECOND FLOOR AMENITY AREA NOT
 CLEAR. PLEASE PROVIDE A SECTION OR ELEVATIONS FOR AREAS
 *OPEN TO BELOW* FBC 107.
  
 70. ADDRESS IDENTIFICATION REQUIRED, FBC 501.2.
  
 71. I WAS UNABLE TO LOCATE A LEGEND FOR FIRE SPRINKLER
 HEAD TYPES. IF A LEGEND IS NOT PROVIDED ON EACH SHEET,
 INCLUDING THE SHEET NUMBER WHERE THIS INFORMATION CAN
 BE LOCATED WOULD EXPEDITE PLAN REVIEW, FBC 107, FBC
 CHAPTER 9.
  
 72. A2.1.7, THERE APPEARS TO BE A 6INCH STEP FROM
 CORRIDORS 738 TO THE 7TH FLOOR AMENITIES. SEE FBC 2010
 ACCESSIBILITY, FAIR HOUSING, REQUIREMENT 2, PUBLIC AND
 COMMON USE AREAS ARE TO BE READILY ACCESSIBLE.
  
 73. SHEET A2.1.1 HAS A REFERENCE TO DETAIL 1 A5.1 FOR
 THE AMENITY AREA, UNABLE TO LOCATE SHEET, PLEASE REVISE
 TO CORRECT SHEET NAME (A5.1.1).
  
 74. SHEET SD1, REVISE TO INCLUDE BUSINESS OCCUPANCY
 (LEASING OFFICE), FBC 107.
  
 75. REVISE PLAN TO INDICATE LOCATIONS WHERE PANIC OR
 FIRE EXIT HARDWARE IS REQUIRED, FBC 1008, FBC 107,
 SHEET A5.1.6.
  
 76. PLEASE NOTE THAT THERE HAS BEEN A POLICY CHANGE
 SINCE THE BUILDING PLANS WERE SUBMITTED. PREVIOUSLY,
 ANY PRODUCT APPROVALS PROVIDED PRIOR TO ISSUANCE
 REQUIRED A REVISION (WITH FEES). THIS CAN NOW BE
 SUBMITTED FOR REVIEW, WITH NO ADDITIONAL FEES, AFTER
 PERMIT ISSUANCE BUT PRIOR TO INSTALLATION.
  
 IF APPLICANT HAS ALREADY SELECTED THE PRODUCTS ALREADY
 SUBMITTED, PLEASE ADDRESS ANY COMMENTS REGARDING THOSE
 PRODUCT APPROVALS (IF ANY). IF APPLICANT ANTICIPATES
 THAT THESE PRODUCTS WILL CHANGE, PLEASE REMOVE AND
 SUBMIT LATER.
  
 IF PRODUCTS ARE REVIEWED AND ISSUED, ANY FUTURE CHANGES
 WOULD BE CONSIDERED A REVISION WITH REVISION FEES.
  
 77. ADVISORY ONLY, NOT REQUIRED TO BE ADDRESSED: SHEET
 SD1, GENERAL NOTE REGARDING INTERIOR FINISHES, IT
 APPEARS THAT SOME OF THE REQUIREMENTS ON THE PLAN
 EXCEED THE MINIMUM REQUIREMENTS OF THE FBC. IT IS
 ALWAYS ACCEPTABLE TO EXCEED MINIMUM REQUIREMENTS OF THE
 CODE, AND THERE MAY BE OTHER REQUIREMENTS (SUCH AS
 FFPC) OF WHICH I AM UNAWARE, BUT PLEASE BE ADVISED THAT
 CONFORMITY TO THE ARCHITECT?S REQUIREMENTS WILL BE
 ENFORCED.
  
 78. GENERAL COMMENT; IF A UL OR OTHER TESTED ASSEMBLY
 IS REFERENCED AND A COMPLETE DETAIL IS NOT INCLUDED IN
 THE PLAN, THE COMPLETE ASSEMBY DETAIL WILL BE REQUIRED
 TO BE ON THE JOBSITE AT INSPECTION. FAILURE TO HAVE THE
 DETAIL AVAILABLE AT INSPECTION MAY RESULT IN
 REINSPECTION FEES.
  
 79. A A8.5, GUARDRAIL NOTES REFER TO WIND LOAD TESTING.
 PLEASE REVISE NOTE TO BE CONSISTENT WITH FBC 1607.7.1.
  
 80. PROVIDE A DETAIL FOR THE FIRE RESISTANCE FOR THE
 ROOF AND FLOOR CONSTRUCTION, FBC 712.
  
 81. A 7.1 REFERS TO HOISTWAY VENTILATION CALCULATIONS
 ON THAT SHEET, PLEASE PROVIDE, FBC 3004.3.
  
 82. E4.1 (TYPICAL) SHOWS SD IN SLEEPING ROOMS.
 FBC916.1, CARBON MONOXIDE DETECTOR REQUIRED. E1.1.0
 DOES NOT INCLUDE SD IN THE LEGEND, SO IT IS NOT CLEAR
 WHETHER ONLY A SMOKE DETECTOR OR A COMBO IS PROPOSED.
  
 83. ADVISORY ONLY, ANY PAPER SUBMITTALS FOR THIS
 PROJECT WILL REQUIRE THREE SETS (CITY COPY, CONTRACTOR,
 SPECIAL INSPECTOR).
  
 84. PROVIDE DETAILS FOR THE AMENITY AREA ACCESSIBILITY
 FEATURES. FOR INSTANCE, SEATING IS SHOWN, TABLES,
 COUNTERTOPS, ETC. IT IS NOT CLEAR WHICH OF THESE ITEMS
 ARE WORK AREAS, AND WHICH ARE FOR INTERACTION WITH THE
 PUBLIC. COMMON AREA AMENITIES TO BE ACCESSIBLE, SEE FBC
 2010 ACCESSIBILITY FAIR HOUSING GUIDELINES.
  
 ALSO SEE SECTION 1004, EXERCISE MACHINES AND EQUIPMENT,
 AND 1009, SWIMMING POOLS (ACKNOWLEDGED THAT THE POOL
 WILL BE UNDER SEPARATE PERMIT).
  
 THIS MAY BE A PROVISO ITEM, REVISION REQUIRED PRIOR TO
 INSTALLATION.
  
 85. A2.1.1, SEE FBC 424.1.3.1.9 REGARDING GATE
 REQUIREMENTS FOR THE POOL. THERE IS A NOTE ON THE PLAN
 THAT A 48IN HIGH RAILING WILL BE INSTALLED, BUT GATES
 HAVE ADDITIONAL REQUIREMENTS FOR LATCHING AND MUST BE
 SELF CLOSING AND LATCHING. ALSO GATES ARE SHOWN
 SWINGING IN THE DIRECTION OF THE POOL, MUST SWING AWAY
 FROM THE POOL. REVISE GATE SWING ON THE PLAN AND
 INCLUDE OTHER REQUIREMENTS.
  
 86. A2.1.2, AREA WHICH OTHER SHEETS SHOW AS UNFINISHED
 INDICATES THAT THIS IS *OPEN TO BELOW*, PLEASE REVISE,
 FBC 107.
  
 87. PRODUCT APPROVALS TO BE REVIEWED BY DESIGNER OF
 RECORD, FBC 107. THIS MAY BE DONE EITHER WITH A SHOP
 DRAWING REVIEW STAMP OR A LETTER.
  
 88. FOR THE DUROLAST ROOF AND ELASTIZELL LIGHTWEIGHT
 INSULATING CONCRETE DECK, INDICATE THE APPROVED
 ASSEMBLY PROPOSED. IF THE DESIGN PRESSURES DO NOT MEET
 THE MINIMUM DESIGN PRESSURES FOR ALL ZONES, ENGINEERING
 REQUIRED (SEE GENERAL LIMITATION #7).
  
 THIS MAY BE SUBMITTED AT TIME OF ROOF SUB PERMIT
 APPLICATION.
  
 89. GENERAL COMMENT - THE WINDOW AND DOOR PRODUCT
 APPROVALS HAVE OPTIONS WHICH DO NOT COMPLY WITH DESIGN
 PRESSURE REQUIREMENTS FOR WORST CASE (10SF, ZONE 5).
 EITHER ALL PRODUCTS TO COMPLY WITH WORST CASE DP
 (-65.64 PSF ASD) OR A SCHEDULE OF OPENINGS AND DETAILS
 REGARDING OPTIONS PROPOSED WILL BE REQUIRED.
  
 THIS INFORMATION MAY BE PROVIDED AT THIS TIME OR MAY BE
 SUBMITTED PRIOR TO INSTALLATION.
  
 90. PARKING GARAGE, PLEASE SEE FAIR HOUSING DESIGN
 MANUAL, 2.23, 2% OF PARKING SPACES REQUIRED FOR
 RESIDENTS, MINIMUM OF ONE AT SALES/RENTAL OFFICE, AND
 NOT CLEAR WHETHER GUEST PARKING IS PROVIDED. PLEASE
 REVISE PARKING DATA TO SHOW COMPLIANCE.
  
  
  
  
  

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2014-09-25 Cont ID  
Sent By rlecky Date 2014-09-25 Time 11:13 Rev Time 0.00
Received By rlecky Date 2014-09-25 Time 09:31 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 2 Status F Date 2014-08-20 Cont ID  
Sent By rlecky Date 2014-08-20 Time 13:58 Rev Time 0.00
Received By rlecky Date 2014-08-19 Time 10:05 Sent To  
Notes
2014-08-20 13:59:3314030096
 705 N. OLIVE AVE.
 LOFTON PLACE
  
 PLEASE REVISE THE PLANS IN RESPONSE TO THE FOLLOWING
 REVIEW COMMENTS.
  
 SHEET E-7.1.1; E-7.1.2
 PROVIDE MAIN BREAKERS FOR MC #3, MC # 6 AND MC# 7. NEC
 240.21
  
 SHEET E-6.1.1
 PROVIDE CLARIFICATION REGARDING THE SELECTION AND TYPE
 OF GROUND FAULT PROTECTION PROPOSED FOR THE SERVICE
 EQUIPMENT. NEC 230.95
  
 SHEET E-5.1.1; E-5.1.2; E-5.1.3; E-5.1.4
 VERIFY THAT ALL DOORS TO THE ELECTRICAL EQUIPMENT ROOMS
 ARE EQUIPPED WITH PANIC HARDWARE.
 NEC 110.26 C (3)
  
 SHEET E-5.1.2
 SUFFICIENT ACCESS AND WORKING SPACE HAS NOT BEEN
 PROVIDED FOR THE THIRD LEVEL METER ROOM. NEC 110.26
  
 SHEET E- 6.1.1
 THE ELECTRICAL POWER SOURCE FOR THE FIRE PUMP REQUIRES
 A SEPARATE AND RELIABLE POWER SOURCE. NEC 695.3
 CIRCUITS THAT SUPPLY ELECTRIC MOTOR-DRIVEN FIRE PUPS
 SHALL BE SUPERVISED FROM INADVERTENT DISCONNECTION. NEC
 695.4
 THE DISCONNECTION MEANS FOR THE FIRE PUMP SHALL NOT BE
 LOCATED WITHIN EQUIPMENT THAT FEEDS LOADS OTHER THAN
 THE FIRE PUMP. NEC 695.4
 VERIFY THE FIRE PUMP OVER CURRENT DEVICE WILL CARRY
 INDEFINITELY THE LOCKED-ROTOR CURRENT, THE CONDUCTORS
 HAVE A RATING OF NOT LESS THAN 125 PERCENT OF THE LOADS
 AND THE VOLTAGE DROP AT THE CONTROLLER IS WITHIN AN
 ACCEPTABLE RANGE. NEC 695.6, 695.7
 VERIFY THE FIRE PUMP CONDUCTORS ARE KEPT INDEPENDENT OF
 ALL OTHER WIRING AND ARE FIRE PROTECTED. NEC 695.6
 PROVIDE SPECIFICATIONS ON THE FIRE PUMP CONTROLLER. NEC
 695.4(B)(2), 90.7
 PROVIDE FIRE PUMP DISCONNECT AND CONTROLLER MARKINGS.
 NEC 695.4(B)(3) AND (4).
  
  
 ROBERT LECKY, CBO
 ELECTRICAL PLANS REVIEW
 561-373-3701
 [email protected]
  

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2014-04-23 Cont ID  
Sent By albarran Date 2014-04-23 Time 15:48 Rev Time 0.00
Received By albarran Date 2014-04-22 Time 11:13 Sent To  
Notes
2014-04-23 15:52:18THE PROJECT FAILED THE FIRST REVIEW AS MARKED ON EACH
 RESPECTIVE PAGE.
  
 THOUGH YOU WILL FIND THAT SEVERAL PAGES ARE ALREADY
 STAMPED AS ELECTRICAL PASS, THIS ONLY MEANS THAT THE
 INDIVIDUAL PAGE DOES NOT NEED ANY CORRECTIONS.
 NOTATIONS MADE IN RED ARE REQUIRED CORRECTIONS,
 NOTATIONS MADE IN GREEN ON THE INDIVIDUALS UNITS ARE
 ONLY RECOMMENDATIONS.
  
 FOR ANY QUESTIONS OR COMMENTS ON THIS REVIEW, PLEASE
 CONTACT:
 MIKE ALBARRAN, ELECTRICAL PLANS EXAMINER, PX3353
 CITY OF WEST PALM BEACH DEVELOPMENT SERVICES DEPARTMENT
 PH: (561) 805-6718, EMAIL: [email protected]
  

Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2014-09-10 Cont ID  
Sent By mgonzale Date 2014-09-10 Time 12:56 Rev Time 0.50
Received By mgonzale Date 2014-09-10 Time 12:56 Sent To  
Notes
2014-09-10 12:56:54FEES PAID AT ENGINEERING

Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2014-08-28 Cont ID  
Sent By mgonzale Date 2014-08-28 Time   Rev Time 1.00
Received By mgonzale Date 2014-08-28 Time   Sent To B
Notes
2014-08-28 16:39:06PLEASE PAY ENGINEERING SERVICES DEVELOPMENT APPROVAL
 FEE,
 CONTACT MANNY GONZALEZ (561) 494-1085 (561) 319-2695

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-05-14 Cont ID  
Sent By mgonzale Date 2014-05-14 Time   Rev Time 1.00
Received By mgonzale Date 2014-05-14 Time   Sent To  
Notes
2014-05-14 14:56:24PLAN IS UNDER REVIEW AT CITY OF WPB ENGINEERING
 SERVICES.
  
 UPON COMPLETION OF SATISFACTORY REVIEW, ENGINEERING
 REVIEW STOP WILL SHOW PASS STATUS.
  
 THANK YOU FOR YOUR ATTENTION!
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2014-09-30 Cont ID  
Sent By wjolin Date 2014-09-30 Time 13:43 Rev Time 0.00
Received By wjolin Date 2014-09-30 Time 10:46 Sent To  
Notes
2014-09-30 11:54:47705 NORTH OLIVE AVENUE
 PERMIT #14030096
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 *****PROVISO - THE AMENITIES/LEASING OFFICE IS NOT
 APPROVED FOR CONSTRUCTION AT THIS TIME UNTIL THE
 FLOOR/CEILING OPENINGS DESIGN HAS BEEN RESOLVED*****
  
 ROUND #3 COMMENTS:
 REPEAT COMMENT - SHEET A-0.1.2: SEVERAL AREAS IN THE
 AMENITIES/LEASING OFFICE ARE OPEN TO THE FLOOR BELOW.
 THE DESIGN SHALL CONFORM TO SECTION 8.6 VERTICAL
 OPENINGS AS EITHER A COMMUNICATING SPACE, CONVENIENCE
 OPENING, ATRIUM, OR MEZZANINE. FOR INSTANCE, EACH
 OCCUPANT NOT IN THE COMMUNICATING SPACE (SUCH AS
 AMENITY SECOND FLOOR REST ROOM) NEEDS TO HAVE ACCESS TO
 AT LEAST ONE EXIT WITHOUT HAVING TO ENTER THE
 COMMUNICATING SPACE, OR AS A CONVENIENCE OPENING, THE
 OPENINGS NEED TO BE SEPARATED FROM CORRIDORS.
  
 REPEAT COMMENT - SHEET A-0.1: COULD NOT LOCATE INTERIOR
 DESIGN SHEETS (ID SERIES) IN THIS SUBMITTAL. DRAWING
 INDEX INDICATES A DOOR SCHEDULE ON SHEETS ID9.04 AND
 ID9.05 WHICH COULD NOT BE FOUND.
  
 SHEET A-0.1.1: PROVIDE PANIC HARDWARE FOR POOL EXIT
 ACCESS GATES AND FOR BUILDING EXIT DOORS SERVING POOL
 OCCUPANTS.
  
 SHEET A-5.1.1. & A-5.1.7: PROVIDE A FIRE DOOR RATING
 FOR VESTIBULE DOOR #CH112A
  
 SHEET A-2.1.7: PROVIDE SIGNAGE ON BOTH SIDES OF THE
 DOOR #738.2 INDICATING "NOT AN EXIT."
  
 SHEETS A-0.1.4 & A-2.1.7: PROVIDE FIRE EXIT HARDWARE ON
 DOORS #738.1 AND #756.1. DOOR #738.1 SERVES MORE THAN
 50 PERSONS AND SWINGS AGAINST THE FLOW OF EGRESS.
  
 SHEETS A-01.1. & E4.3 THE ARCHITECTURAL LIFE SAFETY
 PLANS EXIT SIGNAGE AND THE ELECTRICAL PLANS EXIT
 SIGNAGE NEED TO BE COORDINATED.
  
 NOTE: ALL FIRE REVIEW COMMENTS REFERENCING NFPA 101
 REFER TO NFPA 101-THE LIFE SAFETY CODE (2009 EDITION
 WITH FLORIDA AMENDMENTS.)
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2014-08-29 Cont ID  
Sent By wjolin Date 2014-08-29 Time 17:16 Rev Time 0.00
Received By wjolin Date 2014-08-19 Time 18:00 Sent To  
Notes
2014-08-29 07:18:42705 NORTH OLIVE AVENUE
 PERMIT #14030096
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 NOTE: ALL FIRE REVIEW COMMENTS REFERENCING NFPA 101
 REFER TO NFPA 101-THE LIFE SAFETY CODE (2009 EDITION
 WITH FLORIDA AMENDMENTS.)
  
  
 ROUND #2 COMMENTS:
  
 SHEET C-06: DUE TO THE COMBINED SIZE OF THE STRUCTURES,
 PLEASE PROVIDE AN ADDITIONAL FIRE DEPARTMENT CONNECTION
 FRONTING A STREET OTHER THAN EUCALYPTUS STREET.
  
 SHEET LP 3.0: CABANAS, UMBRELLAS, TENTS, CURTAINS,
 DRAPES AND OTHER LOOSELY HANGING FINISHINGS/DECORATIONS
 SHALL MEET THE FLAME PROPAGATION CRITERIA OF NFPA 701
 (MATERIAL WILL SELF EXTINGUISH ONCE DIRECT FIRE FLAME
 HAS BEEN REMOVED).
  
 SHEET SD-1: PER SECTION 10.12.1.2 (NFPA 1), ADDRESS
 NUMBERS SHALL BE ATTACHED TO THE BUILDING AND BE AT
 LEAST SIX-INCHES IN HEIGHT WITH 1-INCH STROKE AND SHALL
 CONTRAST THE BACKGROUND.
  
 SHEET A-0.1.1: PROVIDE BOLLARD BARRIERS OUTSIDE THE
 FIRE PUMP ROOM DOORS TO ENSURE THESE DOORS ARE NOT
 BLOCKED BY STORAGE, VEHICLES, ETC.
  
 SHEET A-01.1: THE MAIN ENTRY EXTERIOR AREA ADJACENT TO
 STAIR #4 HAS 4 EXIT DOORS DISCHARGING INTO THIS AREA
 AND A SINGLE EXIT DISCHARGE DOOR LEADING TO OLIVE
 AVENUE. IS THE EXIT WIDTH OF THE SINGLE DOOR SUFFICIENT
 TO HANDLE THE OCCUPANT LOAD?
  
 SHEET A-0.1.1 & A-5.1.1: ONLY 1 EXIT SIGN PROVIDED IN
 YOGA ROOM #CH101. THE NEXT CLOSEST EXIT SIGN IS RIGHT
 OUTSIDE EXIT ACCESS DOOR #CH101B AND THIS EXIT SIGN
 LEADS TO A DISCHARGE RIGHT NEXT TO THE OTHER EXIT DOOR
 (#CH101A). NO SECOND EXIT SIGN IN THE FITNESS GYM OR
 CIRULAR ROTUNDA AREA. NO EXIT SIGN IN CONFERENCE ROOM
 #CH106 OR LEASING #107A.
  
 SHEET A-0.1.1: COULD NOT LOCATE ANY FIRE RATED GLAZING
 IN WINDOW OR DOOR SCHEDULES. FOR EXAMPLE, PARKING
 GARAGE MAIL ROOM SHOWS GLAZING, IN A FIRE RATED WALL.
 ALSO SHEET A-5.1.6 AND SHEET A-2.1.7 INDICATE A
 45-MINUTE FIRE RATED DOOR (DOOR TYPE C) WITH 1/4"
 TEMPERED GLASS.
  
 GENERAL: THE ARCHITECTURAL LIFE SAFETY PLANS EXIT
 SIGNAGE AND THE ELECTRICAL PLANS EXIT SIGNAGE NEED TO
 BE COORDINATED ALL SHEETS.
  
 SHEET A-0.1: COULD NOT LOCATE A DOOR SCHEDULE FOR THE
 AMENITY LEASING OFFICE AREAS. COULD NOT LOCATE INTERIOR
 DESIGN SHEETS (ID SERIES) IN THIS SUBMITTAL. DRAWING
 INDEX INDICATES A DOOR SCHEDULE ON SHEETS ID9.04 AND
 ID9.05 WHICH COULD NOT BE FOUND.
  
 SHEET A-0.1.2: SEVERAL AREAS IN THE AMENITIES/LEASING
 OFFICE ARE OPEN TO THE FLOOR BELOW. THE DESIGN SHALL
 CONFORM TO SECTION 8.6 VERTICAL OPENINGS AS EITHER A
 COMMUNICATING SPACE, CONVENIENCE OPENING, ATRIUM, OR
 MEZZANINE. FOR INSTANCE, EACH OCCUPANT NOT IN THE
 COMMUNICATING SPACE (SUCH AS AMENITY SECOND FLOOR REST
 ROOM) NEEDS TO HAVE ACCESS TO AT LEAST ONE EXIT WITHOUT
 HAVING TO ENTER THE COMMUNICATING SPACE, OR AS A
 CONVENIENCE OPENING, THE OPENINGS NEED TO BE SEPARATED
 FROM CORRIDORS.
  
 SHEET A-01.4: A CALCULATED OCCUPANT LOAD OF 26 PERSONS
 GROSSLY UNDERESTIMATES THE POTENTIAL FOR PERSONS TO
 UTILIZE THIS LARGE AMOUNT OF SPACE AS AN ASSEMBLY USE.
 ORIGINAL COMMENT: PROVIDE AN ASSEMBLY OCCUPANCY
 OCCUPANT LOAD FOR THE ROOFTOP RECREATIONAL DECK
 FEATURING THE TENNIS COURT, WALKING COURSE, AND SUN
 DECK AREAS.
  
 GENERAL: ARE ALL STAIRWAY DOORS TO REMAIN UNLOCKED AT
 ALL TIMES FROM THE STAIRWELL SIDE OR WILL THERE BE
 DESIGNATED RE-ENTRY FLOORS?
  
 SHEET A-5.1.6: ALL FIRE RATED DOORS SHALL BE AUTOMATIC
 CLOSING OR SELF CLOSING AND POSITIVE LATCHING. SEVERAL
 DOORS DO NOT INDICATE THIS SUCH AS DOOR #756.1, 756.2
 ETC.
  
 ELECTRICAL: THE COLORING AND LINE WEIGHTS IN THE
 DIGITAL PLANS MAKE IT EXTREMELY DIFFICULT TO VERIFY
 WHICH FIXTURES ARE REPRESENTING THE EMERGENCY LIGHTING
 PARTICULARLY ON THE FIRST FLOOR AND IN THE PARKING
 GARAGE. PLEASE CLEARLY DISTINGUISH.
  
 SHEET E-2.1.1: WHY HAS THE EXIT SIGN BEEN REMOVED IN
 CORRIDOR FOR STAIR #4? APPEARS ARCHITECTURAL FLOOR PLAN
 IS DIFFERENT THAN THE FLOOR PLAN FOR THIS SHEET.
  
 SHEET E-2.1.1: COULD NOT LOCATE ANY ILLUMINATED EXIT
 SIGNS AND EMERGENCY LIGHTING FOR THE AREA.
  
 SHEET E-2.1.7: THIS FLOOR PLAN APPEARS TO BE DIFFERENT
 THAN THE ARCHITECTURAL FLOOR PLAN WHICH DOES NOT SHOW
 ACCESS TO THE NORTHWEST STAIRS FROM THE TENNIS COURT
 AREA.
  
 SHEET E-2.1.7 PROVIDE NORMAL AND EMERGENCY LIGHTING FOR
 ROOFTOP AREQS SUCH AS RUNNING TRACK, SUNDECK, ETC.
  
 SHEET E-4.4: THE FLOOR PLAN APPEARS TO BE THE OLD
 ARCHITECTURAL FLOOR PLAN WITH THE SPIRAL STAIR.
  
 SHEET FP-2.1.1: DO NOT ROUTE THE FDC LINE THROUGH THE
 TRASH ROOM. THESE TYPES OF ROOMS HAVE AN INCREASED FIRE
 HAZARD AND CAN HAVE CORROSIVE ATMOSPHERES. THE PIPING
 IS ALSO ROUTED OUTSIDE OF THE BUILDING ADJACENT TO
 STAIR #5.
  
 SHEET FA 2.1.1.: REFER TO NFPA 101 SECTION 12.3.4.3.3
 FOR REQUIRED VOICE ANNOUNCEMENTS.
 ORIGINAL COMMENT - FA: NEED VOICE EVAC FIRE ALARM
 SYSTEM FOR ASSEMBLY AREA AS OCCUPANT LOAD EXCEEDS 300
 PERSONS.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2014-04-10 Cont ID  
Sent By wjolin Date 2014-04-10 Time 16:35 Rev Time 0.00
Received By wjolin Date 2014-03-26 Time 09:23 Sent To  
Notes
2014-03-26 09:59:58705 NORTH OLIVE AVENUE
 PERMIT #14030096
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 NOTE: ALL FIRE REVIEW COMMENTS REFERENCING NFPA 101
 REFER TO NFPA 101-THE LIFE SAFETY CODE (2009 EDITION
 WITH FLORIDA AMENDMENTS.)
  
 PER NFPA 20, THE LOCATION OF THE FIRE PUMP SHALL BE
 PRE-APPROVED BY THE FIRE DEPARTMENT. THE CURRENT
 PROPOSED LOCATION (LOADING AREA) SEEMS LIKE ACCESS TO
 THIS ROOM WILL FREQUENTLY BE LIMITED OR OBSTRUCTED.
  
 PER NFPA 241, FIRE HYDRANTS SHALL BE INSTALLED, TESTED
 AND INSPECTED PRIOR TO ANY VERTICAL CONSTRUCTION.
  
 PER NFPA 1 SECTION 18.4 INDICATE THE BUILDING/SITE FIRE
 FLOW REQUIREMENTS.
  
 PER NFPA 1 SECTION 18.3.4.1, FIRE HYDRANTS SHALL BE
 PROVIDED WITH CLEARANCES OF 7'-6" TO THE FRONT AND
 SIDES AND 4' TO THE BACKSIDE.
  
 PER NFPA 24 SECTION 6.2.1, ALL CONNECTIONS TO PRIVATE
 FIRE SERVICE MAINS FOR FIRE PROTECTION SYSTEMS SHALL BE
 ARRANGED IN ACCORDANCE WITH ONE OF THE FOLLOWING SO
 THAT THEY CAN BE ISOLATED:
 (1)A POST INDICATOR VALVE INSTALLED NOT LESS THAN 40
 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A POST
 INDICATOR VALVE SHALL BE PERMITTED TO BE INSTALLED
 CLOSER THAN 40 FEET BUT AT LEAST AS FAR FROM THE
 BUILDING AS THE HEIGHT OF THE WALL FACING THE POST
 INDICATOR VALVE.
 (2) A WALL POST INDICATOR VALVE
 (3) AN INDICATING VALVE IN A PIT, INSTALLED IN
 ACCORDANCE WITH SECTION 6.4
 (4) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING
 VALVE NOT LESS THAN 40 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A
 BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING VALVE
 SHALL BE PERMITTED TO BE INSTALLED CLOSER THAN 40 FEET
 BUT AT LEAST AS FAR FROM THE BUILDING AS THE HEIGHT OF
 THE WALL FACING THE BACKFLOW PREVENTER.
 (5) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM
 ACCESSIBLE FROM THE EXTERIOR
 (6) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE
 ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE
 AUTHORITY HAVING JURISDICTION
  
 PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION,
 ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2
 TEMPORARY CONSTRUCTION TRAILERS SHALL BE SEPARATED FROM
 ADJACENT TRAILERS OR STRUCTURES IN ACCORDANCE WITH
 TABLE 4.2.1. PER TABLE 4.2.1:
 1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 30 FEET
 2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 35 FEET
 3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 40 FEET
 4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 45 FEET
 5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 50 FEET
 6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE
 SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET
 **A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL
 BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC
 SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.
  
 SHEET C-06: THE DRAWING INDICATES A 6-INCH COMBINATION
 FIRE/DOMESTIC WATER LINE TAP OFF THE CITY MAIN. PROVIDE
 A DEDICATED FIRE MAIN TAP.
  
 SHEET C-06: ARE ANY NEW HYDRANTS INTENDED TO BE
 INSTALLED ON 6TH STREET BETWEEN NORTH DIXIE HIGHWAY AND
 NORTH OLIVE AVENUE?
  
 SHEET A-0.1.1: THE MECHANICAL OR STORAGE ROOM
 ADJACENT/BELOW STAIR #8 SHOULD BE SEPARATED FROM THE
 STAIR WITH A 1-HOUR FIRE BARRIER.
  
 SHEET A-0.1.2: AN 80-FOOT SECTION OF CORRIDOR BETWEEN
 THE PARKING GARAGE AND RESIDENTIAL AREA IS NOT
 FIRE-RATED.
  
 SHEET A-01.4: NO FIRE RATING ON SMALL WALL SECTION AND
 DOORS OF PARKING GARAGE ADJACENT TO RESIDENTIAL.
  
 SHEET A-01.4: PROVIDE AN ASSEMBLY OCCUPANCY OCCUPANT
 LOAD FOR THE ROOFTOP RECREATIONAL DECK FEATURING THE
 TENNIS COURT, WALKING COURSE, AND SUN DECK AREAS.
  
 SHEET A-5.1.1: THE DOOR TAGS ARE MISSING FROM ALL DOORS
 (TYPICAL).
  
 SHEET A-5.1.1: YOGA GROUP EXERCISE ROOM IS 982 SQ.FT.
 PER TABLE 7.3.1.2, EXERCISE ROOMS WITHOUT EQUIPMENT
 SHALL UTILIZE AN OCCUPANT LOAD FACTOR OF 15 SQ.FT. PER
 PERSON WHICH WILL RESULT IN AN OCCUPANT LOAD OF 66
 PERSONS. A SECONDARY EXIT WILL BE NEEDED FROM THIS ROOM
 AND THE CURRENT EXIT ACCESS DOOR IS SHOWN SWINGING
 AGAINST THE FLOW OF TRAFFIC. PER SECTION 7.2.1.4.2,
 DOOR IS REQUIRED TO SWING IN THE DIRECTION OF EGRESS
 TRAVEL FOR AN OCCUPANT LOAD OF 50 OR GREATER PERSONS.
  
 SHEET A-5.1.1: THE COMBINED OCCUPANT LOAD OF THE
 GYM/FITNESS ROOM AND THE YOGA EXERCISE ROOM RESULTS IN
 AN OCCUPANT LOAD EXCEEDING 50 PERSONS AND THE CURRENT
 EAST EXIT ACCESS DOOR FROM THE GYM IS SWINGING AGAINST
 THE FLOW OF TRAFFIC. PER SECTION 7.2.1.4.2, DOOR IS
 REQUIRED TO SWING IN THE DIRECTION OF EGRESS TRAVEL FOR
 AN OCCUPANT LOAD OF 50 OR GREATER PERSONS.
  
 SHEET A-5.1.2: THE EXIT STAIR ADJACENT TO THE SPIRAL
 STAIR APPEARS TO BE UN-NUMBERED OR UNIDENTIFIED.
  
 SHEET A-5.1.2: ARE THE AREAS INDICATED AS "OPEN TO
 BELOW" SURROUNDED BY FULL HEIGHT GLASS OR SOLID
 PARTITIONS OR ARE THESE PARTIAL HEIGHT WALLS AND
 RAILINGS? IF AREAS OF THE FIRST FLOOR ARE OPEN TO THE
 SECOND FLOOR, THE DESIGN WOULD NEED TO COMPLY WITH
 SECTION 8.6 FOR VERTICAL OPENINGS (MEZZANINE,
 COMMUNICATING SPACE, ATRIUM OR CONVENIENCE OPENING).
 THE CURRENT DESIGN APPEARS TO ALLOW SMOKE FROM THE
 FIRST FLOOR TO INFILTRATE THE EGRESS STAIR LOCATED
 ADJACENT TO THE SPIRAL STAIR.
  
 SHEET A-5.1.2: THE "UNFINISHED FUTURE USE" (883 SQ.FT.)
 SHOULD BE DESIGNED AND PROTECTED AS A STORAGE ROOM
 UNTIL SUCH TIME AS A DIFFERENT USE IS INTENDED FOR THIS
 ROOM.
  
 NOTE: FOR ASSEMBLY OCCUPANCIES WITH AN OCCUPANT LOAD OF
 100 OR MORE PERSONS (50 PER THE FBC), PANIC OR FIRE
 EXIT HARDWARE SHALL BE PROVIDED ON DOORS TO RELEASE THE
 LOCK/LATCH. NO OTHER LOCKS OR LATCHES ARE PERMITTED
 THAT WOULD NOT BE RELEASED BY THE PANIC HARDWARE.
  
 SHEET A-5.1.1: CONFERENCE ROOM (286 SQ.FT.) HAS AN
 OCCUPANT LOAD EXCEEDING 10 PERSONS (15 SQ.FT. PER
 PERSON) AND WILL REQUIRE A SIDE SWINGING DOOR IN LIEU
 OF A SLIDING EXIT ACCESS DOOR.
  
 FA: NEED VOICE EVAC FIRE ALARM SYSTEM FOR ASSEMBLY AREA
 AS OCCUPANT LOAD EXCEEDS 300 PERSONS.
  
 GENERAL: PROVIDE DRAWING NOTE INDICATING ALL
 CONSTRUCTION AND DEMOLITION WORK SHALL CONFORM TO THE
 REQUIREMENTS OF NFPA 241. TRASH AND CONSTRUCTION DEBRIS
 SHALL BE REMOVED FROM THE SITE DAILY. SMOKING SHALL BE
 PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL
 OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO
 SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE
 RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED.
  
 GENERAL: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW
 EMERGENCY RESPONDERS NON-FORCIBLE ENTRY INTO THE
 BUILDING DURING NON-BUSINESS HOURS. A KEY SAFE CAN BE
 ORDERED FROM WWW.KNOXBOX.COM.
  
 GENERAL: PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT
 DOORS WITH EXIT SIGNS.
  
 GENERAL: EVERY ASSEMBLY OCCUPANCY ROOM NOT HAVING FIXED
 SEATS SHALL HAVE THE OCCUPANT LOAD OF THE ROOM POSTED
 IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT FROM THE
 ROOM. SIGNS SHALL BE DURABLE AND INDICATE THE NUMBER OF
 OCCUPANTS PERMITTED FOR EACH ROOM.
  
 GENERAL: PER SECTION 7.2.2.5.4 - STAIRWAY
 IDENTIFICATION: NEW ENCLOSED STAIRS SERVING THREE OR
 MORE STORIES AND EXISTING ENCLOSED STAIRS SERVING FIVE
 OR MORE STORIES SHALL COMPLY WITH (A) THROUGH (L).
 (A) THE STAIRS SHALL BE PROVIDED WITH SPECIAL SIGNAGE
 WITHIN THE ENCLOSURE AT EACH FLOOR LANDING.
 (B) THE SIGNAGE SHALL INDICATE THE FLOOR LEVEL.
 (C) THE SIGNAGE SHALL INDICATE THE TERMINUS OF THE TOP
 AND BOTTOM OF THE STAIR ENCLOSURE.
 (D) THE SIGNAGE SHALL INDICATE THE IDENTIFICATION OF
 THE STAIR ENCLOSURE.
 (E) THE SIGNAGE SHALL INDICATE THE FLOOR LEVEL OF, AND
 THE DIRECTION TO, EXIT DISCHARGE.
 (F) THE SIGNAGE SHALL BE LOCATED INSIDE THE ENCLOSURE
 APPROXIMATELY 60-INCHES ABOVE THE FLOOR LANDING IN A
 POSITION THAT IS VISIBLE WHEN THE DOOR IS IN THE OPEN
 OR CLOSED POSITION.
 (G) THE FLOOR LEVEL DESIGNATION SHALL ALSO BE TACTILE.
 (H) THE SIGNAGE SHALL BE PAINTED OR STENCILED ON THE
 WALL OR ON A SEPARATE SIGN SECURELY ATTACHED TO THE
 WALL.
 (I) THE STAIRWAY IDENTIFICATION LETTER SHALL BE LOCATED
 AT THE TOP OF THE SIGN IN MINIMUM 1-INCH HIGH
 LETTERING.
 (J) SIGNAGE THAT READS "NO ROOF ACCESS" AND IS LOCATED
 UNDER THE STAIRWAY IDENTIFICATION LETTER SHALL
 DESIGNATE STAIRWAYS THAT DO NOT PROVIDE ROOF ACCESS.
 LETTERING SHALL BE A MINIMUM OF 1-INCH HIGH.
 (K) THE FLOOR LEVEL NUMBER SHALL BE LOCATED IN THE
 MIDDLE OF THE SIGN IN MINIMUM 5-INCH HIGH NUMBERS.
 MEZZANINE LEVELS SHALL HAVE THE LETTER "M" OR OTHER
 APPROPRIATE IDENTIFICATION LETTER PRECEDING THE FLOOR
 NUMBER, WHILE BASEMENT LEVELS SHALL HAVE THE LETTER "B"
 OR OTHER APPROPRIATE IDENTIFICATION LETTER PRECEDING
 THE FLOOR LEVEL NUMBER.
 (L) IDENTIFICATION OF THE LOWER AND UPPER TERMINUS OF
 THE STAIRWAY SHALL BE LOCATED AT THE BOTTOM OF THE SIGN
 IN MINIMUM 1-INCH HIGH LETTERS OR NUMBERS.
  
 GENERAL: PER SECTION 8.3.2.4, EACH FIRE BARRIER SHALL
 BE PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING
 READING FIRE BARRIER-PROTECT ALL OPENINGS. CHARACTERS
 SHALL BE AT LEAST 4-INCHES IN HEIGHT AND HALF-INCH IN
 WIDTH. IDENTIFICATION SHALL BE SPACED NOT MORE THAN 15
 FEET ON CENTER.
  
 SHEET E-2.1.2: PER SECTION 7.10.1.5.2, NEW EXIT SIGN
 PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS
 CORRIDOR IS IN EXCESS OF 100 FEET FROM THE NEAREST
 SIGN.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2014-10-03 Cont ID  
Sent By shill Date 2014-10-03 Time 17:05 Rev Time 0.00
Received By shill Date 2014-10-03 Time 16:42 Sent To  
Notes
2014-10-03 16:42:34IMPACT FEE RECEIPT TO S. HILL'S DESK. JW

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-09-30 Cont ID  
Sent By cpuell Date 2014-09-30 Time 14:02 Rev Time 0.00
Received By cpuell Date 2014-09-24 Time 14:44 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-09-12 Cont ID  
Sent By cpuell Date 2014-09-12 Time 12:52 Rev Time 0.00
Received By cpuell Date 2014-07-30 Time 15:38 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-05-23 Cont ID  
Sent By cpuell Date 2014-05-23 Time 16:44 Rev Time 0.00
Received By cpuell Date 2014-03-12 Time 14:56 Sent To  
Notes
***NONE***

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status P Date 2014-10-03 Cont ID  
Sent By shill Date 2014-10-03 Time 17:06 Rev Time 0.00
Received By shill Date 2014-10-03 Time 17:06 Sent To  
Notes
2014-10-03 17:06:28MU 2014-20124
  

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2014-09-27 Cont ID  
Sent By shill Date 2014-09-27 Time 15:49 Rev Time 0.00
Received By shill Date 2014-09-27 Time 15:49 Sent To  
Notes
2014-09-27 15:49:58IMPACT FEES WERE NOT ASSESSED AT THE TIME OF FOUNDATION
 PERMIT ISSUANCE, SO THEY MUST BE PAID PRIOR TO ISSUANCE
 OF THIS BUILDING PERMIT.
  
 PER THE EMAIL SENT ON 3/13/14 BY WILLIE SWOOPE, PALM
 BEACH COUNTY IMPACT FEE OFFICE, THE FOUNDATION PERMIT
 MAY BE ISSUED PRIOR TO THE PAYMENT OF IMPACT FEES
 PROVIDED THE IMPACT FEES ARE PAID PRIOR TO THE ISSUANCE
 OF THE BUILDING PERMIT FOR VERTICAL CONSTRUCTION.
  
 THE PLANS ARE TO BE STAMPED AND THE RECEIPT SHOWING
 THAT ANY FEES OWED HAVE PAID IS TO BE PROVIDED.
  
 PLEASE CONTACT PALM BEACH COUNTY IMPACT FEES,
 561-233-5025 FOR MORE INFORMATION.
  
  
  
  

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2014-08-24 Cont ID  
Sent By shill Date 2014-08-24 Time 14:43 Rev Time 0.00
Received By shill Date 2014-08-24 Time 14:43 Sent To  
Notes
2014-08-24 14:44:52IMPACT FEES WERE NOT ASSESSED AT THE TIME OF FOUNDATION
 PERMIT ISSUANCE, SO THEY MUST BE PAID PRIOR TO ISSUANCE
 OF THIS BUILDING PERMIT.
  
 PER THE EMAIL SENT ON 3/13/14 BY WILLIE SWOOPE, PALM
 BEACH COUNTY IMPACT FEE OFFICE, THE FOUNDATION PERMIT
 MAY BE ISSUED PRIOR TO THE PAYMENT OF IMPACT FEES
 PROVIDED THE IMPACT FEES ARE PAID PRIOR TO THE ISSUANCE
 OF THE BUILDING PERMIT FOR VERTICAL CONSTRUCTION.
  
 THE PLANS ARE TO BE STAMPED AND THE RECEIPT SHOWING
 THAT ANY FEES OWED HAVE PAID IS TO BE PROVIDED.
  
 PLEASE CONTACT PALM BEACH COUNTY IMPACT FEES,
 561-233-5025 FOR MORE INFORMATION.
  
  
  
  

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-03-13 Cont ID  
Sent By rbrown Date 2014-03-13 Time 17:59 Rev Time 0.00
Received By rbrown Date 2014-03-13 Time   Sent To  
Notes
2014-03-13 17:59:44IMPACT FEES WERE NOT ASSESSED AT THE TIME OF FOUNDATION
 PERMIT ISSUANCE, SO THEY MUST BE PAID PRIOR TO ISSUANCE
 OF THIS BUILDING PERMIT.
  
 PER THE EMAIL SENT ON 3/13/14 BY WILLIE SWOOPE, PALM
 BEACH COUNTY IMPACT FEE OFFICE, THE FOUNDATION PERMIT
 MAY BE ISSUED PRIOR TO THE PAYMENT OF IMPACT FEES
 PROVIDED THE IMPACT FEES ARE PAID PRIOR TO THE ISSUANCE
 OF THE BUILDING PERMIT FOR VERTICAL CONSTRUCTION.
  
 ROBERT BROWN
 TELEPHONE: (561) 805 6652
 E-MAIL: [email protected]

Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2015-03-09 Cont ID  
Sent By hmoser Date 2015-03-09 Time 12:46 Rev Time 0.00
Received By hmoser Date 2015-03-09 Time 12:46 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2014-08-18 Cont ID  
Sent By hmoser Date 2014-08-18 Time 11:32 Rev Time 0.00
Received By hmoser Date 2014-08-18 Time 11:16 Sent To  
Notes
2014-08-18 11:32:31PASS PROVISO
  
 1) REFER TO SECTION 602.2.1 MATERIALS WITHIN PLENUM'S
 FLAM SPREAD OF NOT MORE THAN 25 AND SMOKE DEVELOPED
 INDEX NOT MORE THAN 50 OR UL 723 ( DRAIN LINES AND
 CLOSET DOORS)
 2010 FBC (M)
 2) PROVIDE MANUFACTURER'S INSTALLATION INSTRUCTIONS ON
 THE
 CLOTHES DRYERS PER SECTION 504.6.4.1 SPECIFIED LENGTH
 2010 FBC (M)
 3) REFER TO SECTION 607.5.5 SHAFT ENCLOSURE. SMOKE
 FIRE DAMPERS ARE REQUIRED. 2010 FBC (M)
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2014-04-30 Cont ID  
Sent By hmoser Date 2014-04-30 Time 11:01 Rev Time 0.00
Received By hmoser Date 2014-04-29 Time 13:19 Sent To  
Notes
2014-04-30 09:34:24PLAN DENIED
 APARTMENTS
 1) PROVIDE DUCT SIZE GOING TO 36X6 GRILL
 2) REFER TO SECTION 602.2.1 MATERIALS WITHIN PLENUM'S
 2010 FBC (M)
 PROVIDE A DOOR SCHEDULE ON THE PLAN NEED TO KNOW WHAT
 TYPE OF
 DOOR IS GOING ON AIR HANDLER CLOSET, IF THE CLOSET IS A
 RETURN AIR
 PLENUM.
 3) REFER TO SECTION 501.2.2 EXHAUST OPENING PROTECTION
 2010 FBC (M)
  
 ROOF
 1) REFER TO SECTION 301.12 WIND RESISTANCE 2010 FBC (M)
 PROVIDE ENGINEER DETAIL ON A/C STANDS. HOW THE STANDS
 ARE
 TIED TO THE ROOF, AND HOW CONDENSERS ARE TIED TO THE
 STANDS.
 2) REFER TO SECTION 301.12 WIND RESISTANCE 2010 FBC (M)
 PROVIDE A DETAIL FROM THE ENGINEER FOR THE CURB TO ROOF
 TIE DOWN
 AND RTU TIE DOWN TO CURB.
 3) REFER TO SECTION 503.2.4.4 SHUTOFF DAMPER CONTROLS.
 FLORIDA ENERGY CODE 2010.
  
 LEASING OFFICE
 1) REFER TO SECTION 401.5 INTAKE OPENING PROTECTION.
 2010 FBC (M).
 2) REFER TO SECTION 501.2.2 EXHAUST OPENING PROTECTION
 2010 FBC (M)
 3) REFER TO SECTION 602.2.1 METERIALS WITHIN PLENUM'S.
 4) REFER TO SECTION 503.2.4.4 SHUTOFF DAMPER CONTROLS
 FLORIDA ENERGY CODE.
 5) REFER TO SECTION 601.4 BALANCED RETURN AIE 2010
 FBC (M)
 6) REFER TO SECTION 606.2.1 SUPPLY AIR SYSTEN.2010 FBC
 (M)
 7) REFER TO SECTION 606.3 INSTALLATION. 2010 FBC (M)
 8) REFER TO SECTION 606.4.1 SUPERVISION 2010 FBC (M)
 9) REFER TO SECTION 503.2.1 CALCULATION FOR HEATING AND
 COOLING
 LOADS. 2010 FLORIDA ENERGY CODE.
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
  
  
  
  
  

Review Stop P PLUMBING
Rev No 2 Status P Date 2014-09-09 Cont ID  
Sent By tklarge Date 2014-09-09 Time 15:02 Rev Time 0.00
Received By tklarge Date 2014-09-04 Time 11:04 Sent To  
Notes
2014-09-09 15:25:58***** THE PLUMBING HAS BEEN PASSED WITH THE FOLLOWING
 PROVISOS:
 WPB ADMIN. AMEND.TO 2010 FBC SEC.107.2.1.
 1) REVISED SANITARY RISER DRAWINGS SHALL BE SUBMITTED,
 REVIEWED AND APPROVED BY THE BUILDING DIVISION PRIOR TO
 THE FIRST PLUMBING INSPECTION BEING PERFORMED.
 2) RISER DRAWINGS SHALL BE SUBMITTED FOR THE PAN DRAIN
 LINES, THE WATER HEATER TEMPERATURE & PRESSURE RELIEF
 LINES, AND THE A/C CONDENSATE LINES WHEN THE REVISED
 SANITARY RISER DRAWINGS ARE SUBMITTED.
 **** THE FOLLOWING DEFICIENCIES OCCUR ON THE RISER
 DRAWINGS:
 1) PLACE A NOTE ON DWG. 481-P-6.1 THAT THE LOCATION OF
 VENTS FROM THE SANITARY DRAINAGE SYSTEM SHALL TERMINATE
 IN ACCORDANCE WITH SEC.904.5 OF THE 2010 FLORIDA
 PLUMBING CODE. IF POSSIBLE, SHOW THE LOCATION OF THE
 VENT TERMINALS ON DWG.471 (P-2.1.9)
 2) THE GARAGE DRAINS AND THE TRENCH DRAINS ARE SHOWING
 AS DRAINING "0" SQ. FT. CLARIFY. DWGS..480.2 & 480.3 (
 SHTS.P-5.5B & P-5.5C).
 3) DWG.#476- P-5.1 -THE WATER RISER FOR UNIT B1 APPEARS
 TO HAVE THE PIPE SIZES REVERSED AND THE HOT AND COLD
 WATER LINES ARE REVERSED ON THE LAYUOT AT SOME
 FIXTURES.
 4) DWG.#477 - P-5.2 - PLEASE EXPLAIN HOW YOU ARRIVED AT
 YOUR FIXTURE UNIT LOAD FOR THE WATER PIPING? IF YOU
 USED APPENDIX "E" FROM THE FPC THAT IS AN ACCEPTED
 METHOD. PLEASE REFERENCE SUCH ON THE PLAN.
 5) DWG.#578 - P-5.3 - THE SANITARY RISERS DO NOT
 INCLUDE ALL THE FLOORS NOR THE FIXTURE LOAD OF EACH
 FLOOR.SEE SPECIFIC RISER #'S
 1,4,81,18,29,22,25,92,93,94,95, & 98. CLARIFY.
 6) SUBMIT MANUFACTURER'S SPECIFICATION SHEETS FOR THE
 DOMESTIC WATER PUMP.
 7) DWG. #479 IS LISTED AS P-5.4- THE SHEET PAGE IS
 ACTUALLY P-5.4A AND SO IS DWG. # 479.1. THERE IS NO
 SUCH SHT. P-5.4 NOR IS IT LISTED IN THE INDEX ON
 DWG.#A-0.1. CLARIFY.
 8) DWG.# 479.2 - P-5.4B - RISER # 76 IS NOT SHOWN ON
 THE SANITARY COLLECTION RISER SHEET. THERE ARE TWO
 RISERS LABELED # 77.
 9) DWG.#479.2 - P-5.4B - RISER #82 SHOWS 10 F.U.'S ON
 THIS STACK & DWG. #478 - P-5.3.SHOWS 35 F.U.'S.
 10) THE TYPICAL RISER PLAN SHOWS THE DIFFERENT RISRES
 WITH A NOTE STATING " TO RISER.." THESE RISERS ARE NOT
 VENTS THRU THE ROOF SO THIS IS CONFUSINF . PLEASE LIST
 THE CONNECTING RISER/ CLARIFY.
 11) 479.3 - P-5.4C - SHOW THE SIZE OF RISERS # 84, 85,
 86. SHOW THE SIZE OF THE VENT STACK ON RISER # 89.
 12) 479.3 - RISER # 117 VENT STACK IS SHOWN AS 3" AND
 ON 478 P-5.3 IT IS SHOWN AS 4". CLARIFY.
 13) 479.3- P-5.4C- SHOWS RISER #120 W/ A 2" VENT AND
 478 - P-5.3 SHOWS A 4" VENT.CLARIFY.
 THIS IS NOT A COMPLETE LIST.
  
  
  

Review Stop P PLUMBING
Rev No 1 Status F Date 2014-05-03 Cont ID  
Sent By jwitmer Date 2014-05-03 Time 12:31 Rev Time 0.00
Received By jwitmer Date 2014-05-03 Time 07:02 Sent To  
Notes
2014-05-03 11:29:37PLUMBING PLAN REVIEW
 LOFTIN PLACE
 PERMIT: 14030096
 ADD: 705 N OLIVE AVE
 CONT: KAST CONSTRUCTION
 TEL: (561)689-2910
 CONTACT: NEYITA (561)856-6655
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: SAT. MAY 03/2014
 ACTION: DENIED
  
 632 DRAWING SHEETS ARE IN THIS ELECTRONIC SET OF PLANS
 AND ARE LISTED 1-632.
  
 1) MISSING PLUMBING SHEETS FROM THE INDEX AND THE
 PLUMBING SHEETS THAT ARE FOUND IN THE FOUNDATION
 PERMIT.
 1A) THE INDEX INDICATES SHEET P-1.1.1 SITE PLAN SHOULD
 BE IN THIS SET OF DRAWINGS. ELECTRONIC SHEET 460.
  
 1B) INDEX NOT SHOWING THESE SHEETS NOR THE ELECTRONIC
 SHEETS MISSING NUMBERED 461, 462 & 463 ARE NOT FOUND IN
 THIS SET. THIS IS A COMPLETE PLUMBING PLAN REVIEW OF
 THE BUILDING TO FOLLOW THROUGH WITH THE MINIMUM
 PLUMBING PLAN REVIEW FOR THE FOLLOWING SYSTEMS:
  
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION107.3.5.1.3. PLUMBING
 MINIMUM PLUMBING PLAN REVIEW:
 SANITARY DRAINAGE MISSING PLUMBING FOUNDATION SHEETS
 NOT COMPLETE
 ROOF DRAINAGE MISSING PLUMBING FOUNDATION SHEETS
 BACK FLOW PREVENTION 2010 FBC-PLUMBING 608.1.
 IRRIGATION PLANS / BACKFLOW DEVICES/ RAIN SENSOR
 CONTROLLERS F. S. 373.82
 LOCATION OF PLUMBING SUPPLY LINES 2010 FBC-PLUMBING
 603.2 CAN NOT BE VARIFIED
  
 2) SHEET P-2.1.1A PARTIAL SHEET OF GROUND FLOOR NOT
 INDEX GRID LINES MISSING TO IDENTIFY LOCATIONS.
  
 2A) THIS SHEET ALSO INDICATES THE USE OF A SAND FILTER
 IN THE 8 INCH GARAGE DRAIN LINE, PLEASE PROVIDE
 ADDITIONAL INFORMATION TO THE LOCATION OF THE SAND
 FILTER AND MANUFACTURERS SPECIFICATION. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. PLANS INDICATE SEE
 CIVIL DRAWINGS WHERE PLEASE?
  
 2B) ROOMS ARE NOT IDENTIFIED, I BELIEVE THE 2 ROOMS
 WITH 6 INCH FLOOR DRAINS ARE THE PUMP ROOM AND THE
 TRASH COLLECTION/ TERMINATION ROOM A 4 INCH & THREE
 INCH FLOOR DRAIN. THE FLOOR DRAIN SYSBOL IS NOT FOUND
 ON THE PIPING SYMBOLS P-6.1 SHEET, IT IS HARD TO
 DETERMINE IF THEY HAVE TRAPS OR NOT, BUT THEY DO NOT
 INDICATE THE USE OF A TRAP PRIMER REQUIRED BY 2010
 FBC-P 1002.1 FIXTURE TRAPS.
  
 2B)(1) THE DRAIN SCHEDULE FOUND ON P-6.1 DEALS WITH
 TRAPS , ONE * (STAR) & ***THREE (STARS) DEAL WITH TRAPS
 WITH MOVING PARTS (BALL-FLOAT ADOPTER) PLEASE REVIEW P-
 1002.3 PROHIBITED TRAPS.
 THE FOLLOWING TYPES OF TRAPS ARE PROHIBITED: 1. TRAPS
 THAT DEPEND ON MOVING PARTS TO MAINTAIN THE SEAL.
  
 2B)(2) DEFINE A DEEP TRAP SEAL (SHOWN AS **** 4 STARS)
 MECHANICAL EQUIPMENT AT ROOF. THIS TERM IS NOT IN THE
 2010 FBC-PLUMBING CODE.
 M] 314.2.4 TRAPS. CONDENSATE DRAINS SHALL BE TRAPPED AS
 REQUIRED BY THE EQUIPMENT OR APPLIANCE MANUFACTURER.
  
 2C) THE 6 INCH SANITARY LOCATED IN THE N.E. PORTION OF
 THE BILDING DOES NOT IDENTY THE TRANSITION TO 8 INCH
 EXCEPT WHEN IT LEAVES THE BUILDING. 2010 FBC-P TABLE
 710.1(1) PROVIDE SLOPE PER FOOT DETERMINES DFU COUNT.
  
 2D) THIS COMMENT IS FOR ALL FLOORS. PLEASE PLACE A PIPE
 LEGEND ON EACH FLOOR LAYOUT SHEET AS TO WHAT CIRCLES,&
 DIAMONDS REPRESENT, 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIED. REVIEWS CAN NOT BE COMPLETED AT THIS TIME
 WITHOUT IDENTIFICATION.
  
 3A) SHEET P-2.19 ROOF DECK AND THE TOP GARAGE PARKING
 DECK DO NOT PROVIDE THE CALCULATIONS SHOWING
 CONTRIBUTING PARAPET WALLS, THE
 PLANS DO NOT PROVIDE AS TO WHAT RAINFALL THEIR DESIGN
 IS FIGURED FOR UNDER THE 100 -YEAR HOURLY RAINFALL
 BASED. SEE 2010 FBC-P SECTION 1106.1 AND FIGURE 1106.1.
  
 3B) ROOF AND THE TOP GARAGE DECK TO PROVIDE IN THE
 CALCULATIONS SQUARE FOOTAGE FOR VERTICAL WALLS IN
 ACCORDANCE WITH THE 2010 FBC-PLUMBING 1106.4.
 1101.3 PROHIBITED DRAINAGE.
 STORM WATER SHALL NOT BE DRAINED INTO SEWERS INTENDED
 FOR SEWAGE ONLY.
 1101.4 TESTS.
 THE CONDUCTORS AND THE BUILDING STORM DRAIN SHALL BE
 TESTED IN ACCORDANCE WITH SECTION 312.
 1101.5 CHANGE IN SIZE.
 THE SIZE OF A DRAINAGE PIPE SHALL NOT BE REDUCED IN THE
 DIRECTION OF FLOW.
 1101.6 FITTINGS AND CONNECTIONS.
 ALL CONNECTIONS AND CHANGES IN DIRECTION OF THE STORM
 DRAINAGE SYSTEM SHALL BE MADE WITH APPROVED
 DRAINAGE-TYPE FITTINGS IN ACCORDANCE WITH TABLE 706.3.
 THE FITTINGS SHALL NOT OBSTRUCT OR RETARD FLOW IN THE
 SYSTEM.
 1101.8 CLEANOUTS REQUIRED.
 CLEANOUTS SHALL BE INSTALLED IN THE STORM DRAINAGE
 SYSTEM AND SHALL COMPLY WITH THE PROVISIONS OF THIS
 CODE FOR SANITARY DRAINAGE PIPE CLEANOUTS.
  
 3C) IDENTIFY THE MATERIALS TO BE USED FOR THE
 INSTALATION OF STORM WATER PIPING, SHOW COMPLIANCE
 WITH:
 1102.1 GENERAL.
 THE MATERIALS AND METHODS UTILIZED FOR THE CONSTRUCTION
 AND INSTALLATION OF STORM DRAINAGE SYSTEMS SHALL COMPLY
 WITH THIS SECTION AND THE APPLICABLE PROVISIONS OF
 CHAPTER 7.
 1102.2 INSIDE STORM DRAINAGE CONDUCTORS.
 INSIDE STORM DRAINAGE CONDUCTORS INSTALLED ABOVE GROUND
 SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN TABLE
 702.1.
 1102.3 UNDERGROUND BUILDING STORM DRAIN PIPE.
 UNDERGROUND BUILDING STORM DRAIN PIPE SHALL CONFORM TO
 ONE OF THE STANDARDS LISTED IN TABLE 702.2.
 1102.4 BUILDING STORM SEWER PIPE.
 BUILDING STORM SEWER PIPE SHALL CONFORM TO ONE OF THE
 STANDARDS LISTED IN TABLE 1102.4.
  
 4) PLANS FAIL TO PROVIDE DETAILS FOR BOTH FL.
 ACCESSIBILITY CODE PART A IF THERE ARE BUSINESS
 OFFICES, RETAIL STORES, ETC AND PART II FAIR HOUSING
 ACCESSIBILITY GUIDELINES.
  
 2010 FBC-ACCESSIBILITY CODE 101.1.3 THIS CODE
 ESTABLISHES STANDARDS FOR ACCESSIBILITY TO PLACES OF
 PUBLIC ACCOMMODATION AND COMMERCIAL FACILITIES BY
 INDIVIDUALS WITH DISABILITIES. THIS CODE SHALL ALSO
 APPLY: TO STATE AND LOCAL GOVERNMENT FACILITIES
 PURSUANT TO SECTION 553.503, F.S.; TO PRIVATE CLUBS
 PURSUANT TO SECTION 553.505, F.S.; AND TO RESIDENTIAL
 BUILDINGS PURSUANT TO SECTION 553.504(2), F.S., AND THE
 ADA STANDARDS FOR ACCESSIBLE DESIGN. IT IS TO BE
 APPLIED DURING THE DESIGN CONSTRUCTION AND ALTERATION
 OF SUCH BUILDINGS AND FACILITIES AS REQUIRED BY THIS
 CODE.
  
 FAIR HOUSING ACCESSIBILITY GUIDELINES SCOPE
 THESE GUIDELINES APPLY ONLY TO THE DESIGN AND
 CONSTRUCTION REQUIREMENTS OF 24 CFR 100.205. COMPLIANCE
 WITH THESE GUIDELINES DO NOT RELIEVE PERSONS
 PARTICIPATING IN A FEDERAL OR FEDERALLY-ASSISTED
 PROGRAM OR ACTIVITY FROM OTHER REQUIREMENTS, SUCH AS
 THOSE REQUIRED BY SECTION 504 OF THE REHABILITATION ACT
 OF 1973 (29 U.S.C. 794) AND THE ARCHITECTURAL BARRIERS
 ACT OF 1968 (42 U.S.C. 4151-4157). ACCESSIBLE DESIGN
 REQUIREMENTS FOR SECTION 504 ARE FOUND AT CFR PART 8.
 ACCESSIBLE DESIGN REQUIREMENTS FOR THE ARCHITECTURAL
 BARRIERS ACT ARE FOUND AT 24 CFR PART 40.
 PURPOSE
 THE PURPOSE OF THESE GUIDELINES IS TO PROVIDE TECHNICAL
 GUIDANCE ON DESIGNING DWELLING UNITS AS REQUIRED BY THE
 FAIR HOUSING AMENDMENTS ACT OF 1988 (FAIR HOUSING ACT).
 THESE GUIDELINES ARE NOT MANDATORY, NOR DO THEY
 PRESCRIBE SPECIFIC REQUIREMENTS WHICH MUST BE MET, AND
 WHICH, IF NOT MET, WOULD CONSTITUTE UNLAWFUL
 DISCRIMINATION UNDER THE FAIR HOUSING ACT. BUILDERS AND
 DEVELOPERS MAY CHOOSE TO DEPART FROM THESE GUIDELINES
 AND SEEK ALTERNATE WAYS TO DEMONSTRATE THAT THEY HAVE
 MET THE REQUIREMENTS OF THE FAIR HOUSING ACT. THESE
 GUIDELINES ARE INTENDED TO PROVIDE A SAFE HARBOR FOR
 COMPLIANCE WITH THE ACCESSIBILITY REQUIREMENTS OF THE
 FAIR HOUSING ACT.SECTION 4. APPLICATION OF THE
 GUIDELINES
 REQUIREMENT 2. ACCESSIBLE AND USABLE PUBLIC AND COMMON
 USE AREAS.
 REQUIREMENT 6 - REINFORCED WALLS FOR GRAB BARS.
 REQUIREMENT 7 - USABLE KITCHENS AND BATHROOMS.
  
 5) NOTE NO ACTION NEEDS TO BE TAKEN, NOTICE!
 SHEET P-6.1 THE PLUMBING FIXTURE CONNECTION SCHEDULE
 PLEASE NOTE THE SHOWER IS LISTED WITH A 1 1/2 INCH TRAP
 & 2 INCH WASTE THAT IS CODE COMMPLIANT WHEN USED WITH A
 SHOWER BASED ON THE TOTAL FLOW RATE THROUGH SHOWER
 HEADS AND BODY SPRAYS OF 5.7 GPM OR LESS.
  
 6) SHEET P-6.1 DETAILS A TRASH CHUTE WITH A FLUSHING
 SPRAY RING AT THE TOP OF THE ROOM OPERTED BY A SOLENOID
 AND SWITCH IN THE TRASH ROOM.
 PLEASE PROVIDE THE MANUFACTURERS SPEC ON THIS DEVICE,
 LISTED FOR SUCH AN APPLICATION. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
 PLEASE NOTE THIS DEVICE WILL NOT EXEMPT THE REQUIREMENT
 FOR FIRE SPRINKLERS FOUND UNDER THE 2010 FBC-B
 903.11.2.
  
 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  

Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2014-09-04 Cont ID  
Sent By shill Date 2014-09-04 Time 12:20 Rev Time 0.00
Received By shill Date 2014-09-04 Time 12:20 Sent To  
Notes
2014-09-04 12:22:20PROVISO:
  
 SUBMITTED TO DATE: DUROLAST NOA 12-0529.04, ELASTIZELL
 LIGHTWEIGHT INSULATING CONRETE DECK NOA 13-0617.20
  
 PRIOR TO INSTALLATION, ROOF PERMIT REQUIRED. INDICATE
 APPROVED ASSEMBLY PROPOSED AND RAS117 CALCULATIONS IF
 APPLICABLE. ASSEMBLY TO BE REVIEWED AND APPROVED BY
 DESIGNER OF RECORD PRIOR TO SUBMITTAL.
  
  

Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2014-05-19 Cont ID  
Sent By shill Date 2014-05-19 Time 10:20 Rev Time 0.00
Received By shill Date 2014-05-19 Time 10:20 Sent To  
Notes
2014-05-19 10:21:29ROOFING STOP - INFORMATIONAL ONLY
  
 ADDRESS COMMENTS IN BUILDING REVIEW
  
 SUBMITTED TO DATE: DUROLAST NOA 12-0529.04, ELASTIZELL
 LIGHTWEIGHT INSULATING CONRETE DECK NOA 13-0617.20
 (NEEDS ASSEMBLY, ENGINEERING IF APPLICABLE, REVIEW BY
 DOR)
  

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2014-10-06 Cont ID  
Sent By skennedy Date 2014-10-06 Time 17:42 Rev Time 0.00
Received By skennedy Date 2014-10-06 Time 13:28 Sent To  
Notes
2014-09-04 12:22:54PEDDS DOCUMENTS TO INCLUDE THE ENERGY CALCS AS
 APPLICABLE
  

Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status P Date 2014-08-26 Cont ID  
Sent By shill Date 2014-08-26 Time 10:21 Rev Time 0.00
Received By shill Date 2014-08-26 Time 10:21 Sent To  
Notes
***NONE***

Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2014-05-19 Cont ID  
Sent By shill Date 2014-05-19 Time 07:20 Rev Time 0.00
Received By shill Date 2014-05-19 Time 07:20 Sent To  
Notes
2014-05-19 07:20:32SEE BUILDING COMMENTS
  

Review Stop Z ZONING
Rev No 3 Status P Date 2014-09-29 Cont ID  
Sent By aaponte Date 2014-09-29 Time 13:41 Rev Time 0.00
Received By aaponte Date 2014-09-29 Time 13:40 Sent To  
Notes
2014-09-29 13:43:19PROVISO: 1. STRIPING DETAIL SHALL MEET CODE
 REQUIREMENTS.
 2. BIKE RACK INSTALLATION SHALL FOLLOW CITY'S
 GUIDELINES.
 3. PLANTER ALONG DIXIE HWAY ON LARGE PLAZA SHALL BE
 MOVED EAST TO PROVIDE AT LEAST 5 FEET CLEAR FROM THE
 TREE GRATES TO THE PLANTER WALL.
 4. AC CONDENSIGN UNITS SHOWN ON SP-1 ALONG 6TH STREET
 SHALL BE RELOCATED INSIDE THE PRIVATE OPEN SPACE AT A
 LOCATION NOT VISIBLE FROM THE RIGHT-OF-WAY. AC UNITS
 SHALL BE SCREENED AND HEDGES SHALL BE PLANTED AROUND.
 5. LANDSCAPE PERMIT WILL BE SEPARATED FROM THIS PERMT.
  

Review Stop Z ZONING
Rev No 2 Status P Date 2014-08-29 Cont ID  
Sent By aaponte Date 2014-08-29 Time 16:21 Rev Time 0.00
Received By aaponte Date 2014-08-28 Time 14:21 Sent To  
Notes
2014-08-29 16:34:25PROVISO: 1. STRIPING DETAIL SHALL MEET CODE
 REQUIREMENTS.
 2. BIKE RACK INSTALLATION SHALL FOLLOW CITY'S
 GUIDELINES.
 3. OVAL PLANTER ON DIXIE PUBLIC OPEN SPACE SHALL BE
 MODIFIED TO PROVIDE AT LEAST 42" OF CONCRETE SIDEWK. IT
 CAN BE MOVED TOWARDS THE EAST OR REDUCED IN DIMENSION.
2014-08-26 13:21:138/26/14

Review Stop Z ZONING
Rev No 1 Status F Date 2014-05-23 Cont ID  
Sent By aaponte Date 2014-05-23 Time 16:06 Rev Time 0.00
Received By aaponte Date 2014-05-23 Time 16:06 Sent To  
Notes
2014-05-23 16:35:211. COLUMNS ON GARAGE VEHICULAR ACEESS ENCROACH INTO THE
 SETBACK.
 2. GROSS AREA INDICATED ON SHEET SD-1 IS 192,065SF
 WHILE SP-1.1 INDICATED 272,963SF. PLEASE CLARIFY
 DIFFERENCE. SITE PLAN APPROVAL DRAWINGS INDICATE
 274,976SF.
 3.DRAWINGS SEEM TO INDICATE AN ADDITIONAL UNIT ADDED ON
 THE TOP FLOOR ON THE WEST SIDE OF THE PARKING GARAGE.
 PLEASE EXPLAIN IF THAT IS THE CASE, AND INDICATE THE
 INCREASE IN SQUARE FOOTAGE.
 4.PLEASE INCLUDE A COMPLETE GROSS BUILDING AREA, AND
 OPEN SPACE REQUIREMENT CALCULATION TABLE AS INCLUDED IN
 THE SITE PLAN APPROVAL DRAWINGS.
 5. PLEASE INDICATE THE MECHANICAL SCREENING FOR ALL
 ROOF TOP EQUIPMENT. PARAPET WALL SHALL BE AS HIGH AS
 THE MECHANICAL EQUIPMENT.
 6. PLEASE SPECIFY THAT THE TREE GRATE SHALL MATCH
 EXISTING ON OLIVE AND DIXIE AVENUE.
 7. STREET LIGHT SHALL MATCH EXISTING ON OLIVE AND DIXIE
 HWAY.
 8. BIKE RACK SPECIFIED ON DETAILS INCLUDES TWO ANCHORS.
 PLEASE INDICATE THE TWO ANCHORS IN THE OVERALL DRAWINGS
 OR INCLUDE A SPECIFIC INSTALLATION DETAIL IDENTIFYING
 MINIMUM DISTANCES TO COMPLY WITH BIKE RACK INSTALLATION
 STANDARDS.
 9. ARE THE BIKE RACKS PROPOSED INSIDE THE PARKING
 GARAGE THE SAME MODEL THAN THE ONES OUTSIDE BY THE
 PLAZA? PLEASE SPECIFY IF DIFERENT.
 10. IT SEEMS THERE IS A UTILITY LINE RUNNING UNDER THE
 MIDDLE OF THE TREE GRATES ON OLIVE AVE. PLEASE CONFIRM
 THAT IS NOT THE CASE OR RELOCATE.
 11. SWITCH BOXES SHALL INCLUDE A SCREEN FILM IF
 LANDSCPE IS NOT POSSIBLE FOR SCREENING.
 12. SIDEWALK ON SOUTH SIDE OF EUCALYPTUS SHALL BE
 COMPLETED FROM THE PHASE I TO DIXIE HWAY, OR AT LEAST
 CONNECTED WITH THE EXISTING SIDEWALK TO ALLOW
 PEDESTRIAN TRAFFIC ALONG THE ENTIRE FRONTAGE.
 13. HAVE THE TOTAL NUMBER OF TREES BEING MODIFIED SINCE
 THE SITE PLAN APPROVAL? OVERALL DRAWIGNS DO NOT SEEM TO
 HAVE THE SAME NUMBER THAN THE DETAIL DRAWINGS.
 14. STRUCTURAL SOITL SHALL BE SPECIFIED UNDER THE
 SIDEWALK 10' AROUND THE TREE TRUNK. PHOTOS OF THE
 STRUCTURAL SOIL INSTALLATION SHALL BE SUBMITTED AS PART
 OF THE CO PROCESS.
 15. IF THE ROOF TOP IS COUNTED AS PART OF THE PRIVATE
 OPEN SPACE, PLEASE PROVIDE INFORMATION TO CONFIRM
 COMPLIANCE WITH LANDSCAPE ROOF TOP REQUIREMENTS.
 16. AS THE PUBLIC OPEN SPACE IS PROPOSED ALL UNDER THE
 PHASE I, IT SHALL BE BUILT IN ITS ENTIRETY DURING THIS
 PHASE.
 17. MAIN BUILDING ENTRANCE WAS MODIFIED FROM THE DIXIE
 FRONTAGE TO THE 6TH STREET FRONTAGE. HOWEVER, BUILDING
 DESIGN STILL SEEMS TO DIRECT PEDESTRIANS TO THE DIXIE
 ENTRANCE DUE TO THE ARCHITECTURAL FEATURE ON THE
 BUILDING. SOME ADDITIONAL FEATURE SHALL BE ADDED UNDER
 THAT COVERED ENTRANCE (FOUNTAIN?) AND THE NEW MAIN
 ENTRANCE SHALL BE ENHANCED TO CREATE A NEW ENTRY
 FEATURE ON THE NEW LOCATION.
 18. WHAT ARE THE NEW VERTICAL LINES SHOWN ON THE 6TH
 STREET ELEVATION WEST OF THE STAIR AND EAST OF THE
 PARKIGN ENTRANCE?
 19. IS THERE ANY CHANGE ON THE SIDEWALK ELEVATION EAST
 AND WEST OF THE PARKING ENTRANCE?
 20. PLEASE INCLUDE DIMENSIONS FOR ALL PARKING STALLS
 WITHIN THE GARAGE.
 21. BALCONIES CANNOT ENCROACH MORE THAN 5 FEET INTO
 MINIMUM SETBACK. PLEASE CONFIRM COMPLIANCE.
 22. BAND THAT SEPARATED BASE FROM MIDDLE AT THE N SIDE
 OF THE OLIVE ELEVATION IS MISSING SHEET A-3.1.1
 23. NEW DOORS ON SIDES OF LOADING ARE NOT ACCURATELY
 REFLECTED ON ELEVATION. FACADE SHALL BE ADJUSTED TO
 REFLECT THE NEW ELEMENTS.
 24. BUILDING NAME IS NOT ALLOWED AS A MONUMENT SIGN, IT
 SHALL BE LOCATED ON THE BUILDING FACADE.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  
2014-03-13 10:47:313/13/14


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