Plan Review Details - Permit 22101241
Plan Review Stops For Permit 22101241
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2022-12-08 Cont ID  
Sent By cpuell Date 2022-12-08 Time 10:41 Rev Time 0.00
Received By cpuell Date 2022-12-08 Time 10:40 Sent To  
Notes
2022-12-08 10:43:00PARCEL READDRESSED FROM 150 CLEARWATER DR TO 134
 CLEARWATER DR UPDATED PERMIT
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2022-11-03 Cont ID  
Sent By cpuell Date 2022-11-03 Time 08:04 Rev Time 0.00
Received By cpuell Date 2022-11-03 Time 08:04 Sent To  
Notes
2022-11-03 08:06:20PER PPRC REVIEW Z22040014 APPLICANT NEEDS TO CONTACT
 [email protected] OR CALL 561-805-6659. NEW ADDRESSES NEED
 TO BE ESTABLISHED FOR THIS PROJECT. PLEASE PROVIDE A
 SITE PLAN SHOWING ALL THE ENTRANCES TO THE DIFFERENT
 BUILDINGS, ALSO PLEASE PROVIDE A GROUND FLOOR PLAN. FYI
 THE ADDRESS OF 150 CLEARWATERDR MAY NOT BE AN
 APPROPRIATE ADDRESS. UNIT ADDRESSES ALSO NEED TO BE
 ESTABLISHED.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 4 Status P Date 2023-06-27 Cont ID  
Sent By swelter Date 2023-06-27 Time 10:49 Rev Time 0.00
Received By swelter Date 2023-06-27 Time 10:51 Sent To  
Notes
2023-06-27 10:51:13APPLICANT SATISFIED PERMIT #22102241 - 9 STORY GARAGE -
 ELECTED OPTION #2 RCVD. 6.20.23
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 3 Status P Date 2023-03-07 Cont ID  
Sent By swelter Date 2023-01-13 Time 10:01 Rev Time 0.00
Received By swelter Date 2023-03-07 Time 10:25 Sent To  
Notes
2023-01-13 10:12:22APPLICANT SATISFIED PUBLIC ART REQUIREMENT - OPTION 2
  
 AS THE APPLICANT HAS SUBMITTED FOR PERMITTING,
 THEREFORE THE APPLICANT MUST PROVIDE A COMPLETE ART
 ASSESSMENT APPLICATION ALONG WITH EVIDENCE OF ESCROW TO
 OBTAIN A PERMIT. AN ART ASSESSMENT APPLICATION WAS
 EMAILED TO BRETT COLEMAN ON 1.13.2023
  
 CONTACT [email protected]
  
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 2 Status N Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 2022-12-01 Cont ID  
Sent By swelter Date 2022-12-01 Time 14:34 Rev Time 0.00
Received By swelter Date 2022-12-01 Time 14:37 Sent To  
Notes
2022-12-01 14:37:49ALL PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $500,000 ARE SUBJECT TO THE
 PUBLIC ART REQUIREMENT PURSUANT TO SEC. 78-129 OF THE
 CODE OF ORDINANCES.
  
 ART ASSESSMENT APPLICATION SENT 12.01.22 MUST BE
 COMPLETED AND RETURNED WITH 1% ESCROW OR .75% PUBLIC
 ART FUND CONTRIBUTION AT TIME OF BUILDING PERMIT FEES.
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2023-04-05 Cont ID  
Sent By rmcphers Date 2023-04-05 Time 11:24 Rev Time 0.00
Received By rmcphers Date 2023-04-05 Time 11:24 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2023-03-22 Cont ID  
Sent By rmcphers Date 2023-03-22 Time 15:13 Rev Time 0.00
Received By rmcphers Date 2023-03-22 Time 15:13 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2023-03-15 Cont ID  
Sent By rmcphers Date 2023-03-15 Time 16:14 Rev Time 0.00
Received By rmcphers Date 2023-03-15 Time 16:14 Sent To  
Notes
2023-03-15 16:15:149 STORY PARKING GARAGE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PAGE 8 OF THE THRESHOLD BUILDING INSPECTOR FORM
 NEEDS TO BE FILLED OUT AND SIGNED BY THE CONTRACTOR -
 THRESHOLD BUILDING - SPECIAL INSPECTOR FORMS NEED TO BE
 FILLED OUT - PLEASE READ AND FILL OUT THE REQUIRED
 DOCUMENTS PER THE "GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING THRESHOLD/SPECIAL INSPECTORS AND RESIDENT
 INSPECTORS". YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 2) PRODUCT APPROVAL FOR THE FLAT DECK ROOFING = NEED TO
 CHOOSE A ROOFING SYSTEM IN THE PRODUCT APPROVAL THAT
 SHOWS THE REQUIRED WIND DESIGN PRESSURE - PLEASE CIRCLE
 THE ROOFING SYSTEM TO BE USED IN THE PRODUCT APPROVAL -
 IF NEEDED PLEASE PROVIDE ADDITIONAL ATTACHMENT DETAILS
 FROM AN ARCHITECT OR ENGINEER FOR THE ROOF ZONES 2 AND
 3 WHICH MAY REQUIRE A HIGHER WIND PRESSURE THEN THE
 CHOSEN ROOFING SYSTEM - SEE NOTES ON THE PRODUCT
 APPROVAL.
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2023-02-13 Cont ID  
Sent By rmcphers Date 2023-02-13 Time 13:13 Rev Time 0.00
Received By rmcphers Date 2023-02-13 Time 13:08 Sent To  
Notes
2023-02-13 13:13:139 STORY PARKING GARAGE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PAGE 8 OF THE THRESHOLD BUILDING INSPECTOR FORM
 NEEDS TO BE FILLED OUT AND SIGNED BY THE CONTRACTOR -
 THRESHOLD BUILDING - SPECIAL INSPECTOR FORMS NEED TO BE
 FILLED OUT - PLEASE READ AND FILL OUT THE REQUIRED
 DOCUMENTS PER THE "GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING THRESHOLD/SPECIAL INSPECTORS AND RESIDENT
 INSPECTORS". YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 2) PAGE 6 OF THE THRESHOLD INSPECTOR FORM - HAS BEEN
 DIGITALLY SIGNED BY THE THRESHOLD INSPECTOR - BUT DOES
 NOT SHOW IN ADOBE READER AS DIGITALLY SIGNED.
  
 3) PRODUCT APPROVAL FOR THE FLAT DECK ROOFING = NEED TO
 CHOOSE A ROOFING SYSTEM IN THE PRODUCT APPROVAL THAT
 SHOWS THE REQUIRED WIND DESIGN PRESSURE - PLEASE CIRCLE
 THE ROOFING SYSTEM TO BE USED IN THE PRODUCT APPROVAL -
 IF NEEDED PLEASE PROVIDE ADDITIONAL ATTACHMENT DETAILS
 FROM AN ARCHITECT OR ENGINEER FOR THE ROOF ZONES 2 AND
 3 WHICH MAY REQUIRE A HIGHER WIND PRESSURE THEN THE
 CHOSEN ROOFING SYSTEM - SEE NOTES ON THE PRODUCT
 APPROVAL.
  
 4) PLEASE PROVIDE THE PRODUCT APPROVAL FOR THE LIGHT
 WEIGHT CONCRETE - FBC 1917.2.1
 APPLICATION OF ALL LIGHTWEIGHT INSULATING CONCRETE ROOF
 DECKS SHALL BE BY APPLICATORS APPROVED BY THE
 LIGHT-WEIGHT INSULATING CONCRETE DECK MANUFACTURER.
 PRODUCT APPROVAL SHALL BE REQUIRED FOR ALL LIGHTWEIGHT
 INSULATING CONCRETE SYSTEMS.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2023-01-30 Cont ID  
Sent By rmcphers Date 2023-01-30 Time 08:27 Rev Time 0.00
Received By rmcphers Date 2023-01-27 Time 15:25 Sent To  
Notes
2023-01-27 15:42:359 STORY PARKING GARAGE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) THE THRESHOLD FORM PROVIDED IS FOR A DIFFERENT CITY
 - THRESHOLD BUILDING - SPECIAL INSPECTOR FORMS NEED TO
 BE FILLED OUT - PLEASE READ AND FILL OUT THE REQUIRED
 DOCUMENTS PER THE "GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING THRESHOLD/SPECIAL INSPECTORS AND RESIDENT
 INSPECTORS". YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 2) DRAWING A0-002 THE PARKING CALCS. SAY 4 ACCESSIBLE
 PARKING SPACES FOR THE GROUND FLOOR - DRAWING A1-101
 SHOWS 6 PLEASE CLARIFY - ARE ALL ACCESSIBLE SPACES ON
 ALL FLOORS "VAN" ACCESSIBLE?
  
 3) PRODUCT APPROVAL FOR THE FLAT DECK ROOFING = NEED TO
 CHOOSE A ROOFING SYSTEM IN THE PRODUCT APPROVAL THAT
 SHOWS THE REQUIRED WIND DESIGN PRESSURE - PLEASE CIRCLE
 THE ROOFING SYSTEM TO BE USED IN THE PRODUCT APPROVAL -
 IF NEEDED PLEASE PROVIDE ADDITIONAL ATTACHMENT DETAILS
 FROM AN ARCHITECT OR ENGINEER FOR THE ROOF ZONES 2 AND
 3 WHICH MAY REQUIRE A HIGHER WIND PRESSURE THEN THE
 CHOSEN ROOFING SYSTEM - SEE NOTES ON THE PRODUCT
 APPROVAL.
  
 4) PLEASE PROVIDE THE PRODUCT APPROVAL FOR THE LIGHT
 WEIGHT CONCRETE - FBC 1917.2.1
 APPLICATION OF ALL LIGHTWEIGHT INSULATING CONCRETE ROOF
 DECKS SHALL BE BY APPLICATORS APPROVED BY THE
 LIGHT-WEIGHT INSULATING CONCRETE DECK MANUFACTURER.
 PRODUCT APPROVAL SHALL BE REQUIRED FOR ALL LIGHTWEIGHT
 INSULATING CONCRETE SYSTEMS.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2023-01-09 Cont ID  
Sent By rmcphers Date 2023-01-09 Time 15:44 Rev Time 0.00
Received By rmcphers Date   Time   Sent To  
Notes
2023-01-09 13:09:319 STORY PARKING GARAGE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PLEASE PROVIDE A SOIL REPORT FBC 1803
  
 2) DRAWING S000 SHOWS WIND DESIGN SPEED AS 130 - SHOULD
 BE 170 MPH PER FBC WPB SECTION 120
  
 3) STRUCTURAL CALCULATIONS - WIND DESIGN CALCULATION
 PROVIDED SHOW ASCE 7-10 USED FOR WIND DESIGN - SHOULD
 BE ASCE 7-16 PER FBC CHAPTER 35
  
 4) THRESHOLD BUILDING - SPECIAL INSPECTOR FORMS NEED TO
 BE FILLED OUT - PLEASE READ AND FILL OUT THE REQUIRED
 DOCUMENTS PER THE "GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING THRESHOLD/SPECIAL INSPECTORS AND RESIDENT
 INSPECTORS". YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 5) DRAWING A0-002 SHOWS 4 ACCESSIBLE PARKING SPACES ON
 2ND FLOOR - THE PARKING CALCS. SAY 2 ACCESSIBLE PARKING
 SPACES - (3RD THROUGH 8TH FLOORS SHOW 5 ACCESSIBLE
 PARKING SPACES BUT THE PARKING CALCS. SHOW 4 ACCESSIBLE
 PARKING SPACES) - PLEASE CLARIFY - THE ACCESSIBLE
 PARKING SPACES SHOWN ON THE A1 FLOOR PLANS PROVIDED
 NEED TO MATCH THE ACCESSIBLE PARKING SPACES SHOWN ON
 DRAWING A0-002
  
 6) PRODUCT APPROVALS 16090604 ROOFING AND 19070804 ES
 9000 DOORS - DID NOT COMPLETELY UPLOAD TO PROJECTDOX -
 PLEASE UPLOAD THESE TO PROJECTDOX AGAIN.
  
 7) DRAWINGS S000, S001, S003, S004, S005, S100, S102,
 S103, S104,S105, S107, S109, S110, S111, S112, S114,
 S115, S117, S500, S601, S602 DO NOT SHOW AS DIGITALLY
 SIGNED IN ADOBE READER -
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED TO BE USED IN
 ELECTRONIC PLAN REVIEW. (A CERTIFICATE-BASED DIGITAL
 SIGNATURE (OFTEN JUST CALLED A DIGITAL SIGNATURE) IS A
 SPECIFIC TYPE OF E-SIGNATURE).
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-11-30 Cont ID  
Sent By rmcphers Date 2022-11-30 Time 16:57 Rev Time 0.00
Received By rmcphers Date 2022-11-29 Time 07:37 Sent To  
Notes
2022-11-30 15:11:529 STORY PARKING GARAGE
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1
 AMENDMENT
  
 CORRECTIONS NEEDED -
  
 1) PLEASE PROVIDE A SOIL REPORT FBC 1803
  
 2) DRAWING A6-100 - PLEASE SHOW THE AMBULANCE STRETCHER
 DIMENSIONS IN THE ELEVATOR PER FBC 3002.4 ELEVATOR CAR
 TO ACCOMMODATE AMBULANCE STRETCHER.
 ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
 LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
 (7620 MM), MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE
 PASSENGER ELEVATOR THAT IS OPERATIONAL FOR BUILDING
 OCCUPANTS AND FIRE DEPARTMENT EMERGENCY ACCESS TO ALL
 FLOORS. THE ELEVATOR CAR SHALL BE OF SUCH A SIZE AND
 ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24
 INCHES BY 76 INCHES (610 MM BY 1950 MM) WITH NOT LESS
 THAN 5-INCH (127 MM) RADIUS CORNERS, IN THE HORIZONTAL,
 OPEN POSITION AND SHALL BE IDENTIFIED BY THE
 INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES
 (STAR OF LIFE). THE SYMBOL SHALL BE NOT LESS THAN 3
 INCHES (76 MM) IN HEIGHT AND SHALL BE PLACED INSIDE ON
 BOTH SIDES OF THE HOISTWAY DOOR FRAME.
  
 3) PLEASE PROVIDE THE STAIR SMOKE CONTROL DETAILS - FBC
 909.4 ANALYSIS.
 A RATIONAL ANALYSIS SUPPORTING THE TYPES OF SMOKE
 CONTROL SYSTEMS TO BE EMPLOYED, THEIR METHODS OF
 OPERATION, THE SYSTEMS SUPPORTING THEM AND THE METHODS
 OF CONSTRUCTION TO BE UTILIZED SHALL ACCOMPANY THE
 SUBMITTED CONSTRUCTION DOCUMENTS AND SHALL INCLUDE, BUT
 NOT BE LIMITED TO, THE ITEMS INDICATED IN SECTIONS
 909.4.1 THROUGH 909.4.7.
  
 4) PLEASE PROVIDE THE ELEVATOR SHAFT PRESSURIZATION
 DETAILS - FBC 909.21.2 RATIONAL ANALYSIS.
 A RATIONAL ANALYSIS COMPLYING WITH SECTION 909.4 SHALL
 BE SUBMITTED WITH THE CONSTRUCTION DOCUMENTS.
  
 5) PLEASE SHOW RESTROOM WALL FINISHES TO COMPLY WITH
 FBC 1210.2.2 WALLS AND PARTITIONS.
 WALLS AND PARTITIONS WITHIN 2 FEET (610 MM) OF SERVICE
 SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH,
 HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS
 THAN 4 FEET (1219 MM) ABOVE THE FLOOR, (DRYWALL IS NOT
 CONSIDERED A HARD SURFACE)
  
 6) PLEASE SHOW THE WALL FINISH SURROUNDING THE MOP SINK
 TO COMPLY WITH FBC 1210.2.2 WALLS AND PARTITIONS.
 WALLS AND PARTITIONS WITHIN 2 FEET (610 MM) OF SERVICE
 SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH,
 HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS
 THAN 4 FEET (1219 MM) ABOVE THE FLOOR, (DRYWALL IS NOT
 CONSIDERED A HARD SURFACE)
  
 7) DRAWING A3-300 - DETAILS 6 AND 9 SAY "TREADS" SHOULD
 SAY "RISERS"
  
 8) DRAWING A3-300 - DETAILS SHOWING TREADS SHOULD SHOW
 THE TREAD WIDTHS - FBC 1011.5.2
  
 9) DRAWING A3-301 - DETAILS 2,7,4,1, NEED TO SHOW THE
 TREAD WIDTHS - FBC 1011.5.2
  
 10) DRAWING A3-302 - DETAILS 6 AND 8 - NEED TO SHOW THE
 TREAD WIDTHS - FBC 1011.5.2
  
 11) DRAWING A3-302 - DETAILS 9 AND 10 - SAYS "TREADS"
 SHOULD SAY "RISERS".
  
 12) DRAWING A3-303 DETAIL 4 - PLEASE SHOW THE TREAD
 WIDTHS - FBC 1011.5.2
  
 13) DRAWING A3-305 DETAIL 3 AND 6 - SAYS "TREADS"
 SHOULD SAY "RISERS".
  
 14) LIFE SAFETY DRAWINGS NEED TO SHOW STAIR ENCLOSURE
 "NS02" AS FIRE RATED FBC 713.4
  
 15) PLEASE PROVIDE THE "OPEN GARAGE" VENTILATION
 CALCULATIONS FOR EACH TIER PER - FBC 406.5.2 OPENINGS.
 FOR NATURAL VENTILATION PURPOSES, THE EXTERIOR SIDE OF
 THE STRUCTURE SHALL HAVE UNIFORMLY DISTRIBUTED OPENINGS
 ON TWO OR MORE SIDES. THE AREA OF SUCH OPENINGS IN
 EXTERIOR WALLS ON A TIER SHALL BE NOT LESS THAN 20
 PERCENT OF THE TOTAL PERIMETER WALL AREA OF EACH TIER.
 THE AGGREGATE LENGTH OF THE OPENINGS CONSIDERED TO BE
 PROVIDING NATURAL VENTILATION SHALL BE NOT LESS THAN 40
 PERCENT OF THE PERIMETER OF THE TIER. INTERIOR WALLS
 SHALL BE NOT LESS THAN 20 PERCENT OPEN WITH UNIFORMLY
 DISTRIBUTED OPENINGS.
  
 16) PLEASE SHOW THE WINDOW AND DOOR OPENING WIND DESIGN
 PRESSURES - FBC 1603.1.4
  
 17) PLEASE SHOW THE ROOFING SYSTEMS AND THE REQUIRED
 WIND DESIGN PRESSURES - FBC 1609.5.1
  
 18) PLEASE SHOW ROOF DRAINAGE - FBC 1503.4
  
 19) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE
 INSTALLATION INSTRUCTIONS) FOR THE EXTERIOR WINDOWS,
 DOORS AND ROOFING SYSTEMS - ALL PRODUCT APPROVALS NEED
 TO BE REVIEWED AND MARKED APPROVED BY THE BUILDING
 DESIGNER OF RECORD (UNLESS LISTED ON THE DRAWINGS) -
 FBC WPB 107.3.4
  
 20) DRAWING S000 SHOWS WIND DESIGN SPEED AS 130 -
 SHOULD BE ALT 170 MPH PER FBC WPB SECTION 120
  
 21) WIND DESIGN CALCULATION PROVIDED SHOW ASCE 7-10
 USED FOR WIND DESIGN - SHOULD BE ASCE 7-16 PER FBC
 CHAPTER 35
  
 22) THRESHOLD BUILDING - PROVIDE THE FOLLOWING
 STATEMENT ON THE DRAWINGS - FBC WPB 110.8.4.4 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 MINIMUM BUILDING CODES AND
 THE APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY
 THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND
 CHAPTER 633. FLORIDA STATUTES.
  
 23) THRESHOLD BUILDING - SPECIAL INSPECTOR FORMS NEED
 TO BE FILLED OUT - PLEASE READ AND FILL OUT THE
 REQUIRED DOCUMENTS PER THE "GUIDELINES AND POLICIES FOR
 PROJECTS CONCERNING THRESHOLD/SPECIAL INSPECTORS AND
 RESIDENT INSPECTORS". YOU CAN E MAIL ME AND ASK FOR A
 COPY.
  
 24) ADA DETAILS SHOWN ON DRAWING A0-004 - PLEASE SHOW
 THE TOILET REAR GRAB BAR LOCATION DIMENSIONS FROM THE
 CENTER OF THE TOILET - FBC A 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
  
 25) ADA DETAILS SHOWN ON DRAWING A0-004 - PLEASE SHOW
 THE TOILET PAPER HOLDER LOCATION DIMENSIONS FROM THE
 FACE OF THE TOILET PER FBC A 604.7 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER.
  
 26) ADA DETAILS SHOWN ON DRAWING A0-004 - PLEASE SHOW
 THE MAXIMUM HEIGHT OF THE GRAB BARS TO THE TOP OF THE
 GRIPPING SURFACE NOT THE CENTER OF THE BAR AS SHOWN -
 FBC A 609.4 POSITION OF GRAB BARS.
 GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,
 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM)
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE,
  
 27) ADA DETAILS SHOWN ON DRAWING A0-004 - PLEASE USE
 THE WORDS "REFLECTIVE SURFACE" WHEN REFERRING TO THE
 DIMENSION FROM THE FLOOR TO THE BOTTOM OF THE MIRROR -
 FBC A 603.3 MIRRORS.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 28) DRAWING A0-002 SHOWS 4 ACCESSIBLE PARKING SPACES ON
 2ND FLOOR - THE PARKING CALCS. SAY 2 - (3RD THROUGH 8TH
 FLOORS SHOW 5 BUT THE PARKING CALCS. SHOW 4) - PLEASE
 CLARIFY - THE A1 FLOOR PLANS PROVIDED NEED TO MATCH
 A0-002
  
 29) DRAWING A1-200 - PARKING SPACE "005" PLEASE SHOW
 THE ACCESSIBLE ROUTE TO AN ENTRY FROM THE PARKING
 ACCESS AISLE THAT DOESN'T LEAD BEHIND ANOTHER PARKED
 CAR FBC A 208.3.1 ALL SPACES MUST BE LOCATED ON AN
 ACCESSIBLE ROUTE THAT IS AT LEAST 44 INCHES (1118 MM)
 WIDE AND SO THAT USERS ARE NOT COMPELLED TO WALK OR
 WHEEL BEHIND PARKED VEHICLES EXCEPT BEHIND HIS OR HER
 OWN VEHICLE.
  
 30) 1) DRAWINGS LS-1, S000,S001, S002, S100, S101,
 S102, S103, S104,S105, S107, S108, S109, S110, S111,
 S112, S115, S116, S200, S300, S400, S501, S601, S602 DO
 NOT SHOW AS DIGITALLY SIGNED IN ADOBE READER -
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED TO BE USED IN
 ELECTRONIC PLAN REVIEW. (A CERTIFICATE-BASED DIGITAL
 SIGNATURE (OFTEN JUST CALLED A DIGITAL SIGNATURE) IS A
 SPECIFIC TYPE OF E-SIGNATURE).
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2023-01-12 Cont ID  
Sent By jleahy Date 2023-01-12 Time 15:22 Rev Time 0.00
Received By jleahy Date 2023-01-11 Time 16:47 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2022-12-01 Cont ID  
Sent By jleahy Date 2022-12-01 Time 14:24 Rev Time 0.00
Received By jleahy Date 2022-12-01 Time 09:31 Sent To  
Notes
2022-12-01 14:39:19FLORIDA BUILDING CODE 2020 7TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED
 NFPA 70 2017 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 1) NO LOAD CALCULATIONS SHOWN 215.5
  
 220.1 SCOPE.
  
 THIS ARTICLE PROVIDES REQUIREMENTS FOR CALCULATING
 BRANCH-CIRCUIT, FEEDER, AND SERVICE LOADS. PART I
 PROVIDES GENERAL REQUIREMENTS FOR CALCULATION METHODS.
 PART II PROVIDES CALCULATION METHODS FOR BRANCH-CIRCUIT
 LOADS. PARTS III AND IV PROVIDE CALCULATION METHODS FOR
 FEEDER AND SERVICE LOADS. PART V PROVIDES CALCULATION
 METHODS FOR FARM LOADS.
  
 220.40 GENERAL.
  
 THE CALCULATED LOAD OF A FEEDER OR SERVICE SHALL NOT BE
 LESS THAN THE SUM OF THE LOADS ON THE BRANCH CIRCUITS
 SUPPLIED, AS DETERMINED BY PART II OF THIS ARTICLE,
 AFTER ANY APPLICABLE DEMAND FACTORS PERMITTED BY PART
 III OR IV OR REQUIRED BY PART V HAVE BEEN APPLIED.
  
  
 2) NO RISER DIIAGRAM SHOWN 215.5
  
 215.5 DIAGRAMS OF FEEDERS.
  
 IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, A
 DIAGRAM SHOWING FEEDER DETAILS SHALL BE PROVIDED PRIOR
 TO THE INSTALLATION OF THE FEEDERS. SUCH A DIAGRAM
 SHALL SHOW THE AREA IN SQUARE FEET OF THE BUILDING OR
 OTHER STRUCTURE SUPPLIED BY EACH FEEDER, THE TOTAL
 CALCULATED LOAD BEFORE APPLYING DEMAND FACTORS, THE
 DEMAND FACTORS USED, THE CALCULATED LOAD AFTER APPLYING
 DEMAND FACTORS, AND THE SIZE AND TYPE OF CONDUCTORS TO
 BE USED.
  
  
 3) NO FAULT CURRENT CALCULATION SHOWN 110.9
  
 110.9 INTERRUPTING RATING.
  
 EQUIPMENT INTENDED TO INTERRUPT CURRENT AT FAULT LEVELS
 SHALL HAVE AN INTERRUPTING RATING AT NOMINAL CIRCUIT
 VOLTAGE AT LEAST EQUAL TO THE CURRENT THAT IS AVAILABLE
 AT THE LINE TERMINALS OF THE EQUIPMENT.
 EQUIPMENT INTENDED TO INTERRUPT CURRENT AT OTHER THAN
 FAULT LEVELS SHALL HAVE AN INTERRUPTING RATING AT
 NOMINAL CIRCUIT VOLTAGE AT LEAST EQUAL TO THE CURRENT
 THAT MUST BE INTERRUPTED.
  
  
 4) PANELS G2A,B THROUGH GA,B LOADS FIGURE AT 100% WHEN
 THEY SHALL BE AT 125% 625.41
  
 625.41 OVERCURRENT PROTECTION.
  
 OVERCURRENT PROTECTION FOR FEEDERS AND BRANCH CIRCUITS
 SUPPLYING EQUIPMENT SHALL BE SIZED FOR CONTINUOUS DUTY
 AND SHALL HAVE A RATING OF NOT LESS THAN 125 PERCENT OF
 THE MAXIMUM LOAD OF THE EQUIPMENT. WHERE NONCONTINUOUS
 LOADS ARE SUPPLIED FROM THE SAME FEEDER, THE
 OVERCURRENT DEVICE SHALL HAVE A RATING OF NOT LESS THAN
 THE SUM OF THE NONCONTINUOUS LOADS PLUS 125 PERCENT OF
 THE CONTINUOUS LOADS.
  
 625.42 RATING.
  
 THE EQUIPMENT SHALL HAVE SUFFICIENT RATING TO SUPPLY
 THE LOAD SERVED. ELECTRIC VEHICLE CHARGING LOADS SHALL
 BE CONSIDERED TO BE CONTINUOUS LOADS FOR THE PURPOSES
 OF THIS ARTICLE. WHERE AN AUTOMATIC LOAD MANAGEMENT
 SYSTEM IS USED, THE MAXIMUM EQUIPMENT LOAD ON A SERVICE
 AND FEEDER SHALL BE THE MAXIMUM LOAD PERMITTED BY THE
 AUTOMATIC LOAD MANAGEMENT SYSTEM.
  
  
 5) SITE LIGHTING, GENERATOR, FIRE ALARM, AND ALL LOW
 VOLTAGE SYSTEMS REQUIRE SEPARATE PERMITS AND PLANS.
Review Stop ENG ENGINEERING CSD
Rev No 7 Status P Date 2023-05-31 Cont ID  
Sent By lquinone Date 2023-05-31 Time 16:34 Rev Time 0.00
Received By lquinone Date 2023-05-31 Time 16:34 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 6 Status F Date 2023-04-12 Cont ID  
Sent By lquinone Date 2023-04-12 Time 14:05 Rev Time 0.00
Received By lquinone Date 2023-04-12 Time 14:05 Sent To  
Notes
2023-04-12 14:05:29UNDER FORMAL ENGINEERING SUBMITTAL REVIEW.
Review Stop ENG ENGINEERING CSD
Rev No 5 Status F Date 2023-03-20 Cont ID  
Sent By rrossano Date 2023-03-20 Time   Rev Time 0.00
Received By   Date 2023-03-20 Time   Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 4 Status F Date 2023-02-13 Cont ID  
Sent By rrossano Date 2023-02-13 Time   Rev Time 0.00
Received By rrossano Date 2023-02-13 Time   Sent To  
Notes
2023-02-13 12:10:57UNDER FORMAL ENGINEERING SUBMITTAL REVIEW.
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2023-01-30 Cont ID  
Sent By rrossano Date 2023-01-30 Time   Rev Time 0.00
Received By rrossano Date 2023-01-30 Time   Sent To  
Notes
2023-01-30 11:00:09FORMAL ENGINEERING SUBMITTAL REQUIRED AFTER SITE PLAN
 APPROVAL.
  
 THANKS,
 RICK ROSSANO, SENIOR PROJECT COORD., WPB ENG. SERVICES
 DEPT., 561-494-1098, FAX: 561-494-1116 [email protected]
 FOR 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2022-12-27 Cont ID  
Sent By rrossano Date 2022-12-27 Time   Rev Time 0.00
Received By rrossano Date 2022-12-27 Time   Sent To  
Notes
2022-12-27 08:39:33FORMAL ENGINEERING SUBMITTAL REQUIRED AFTER SITE PLAN
 APPROVAL.
  
 THANKS,
 RICK ROSSANO, SENIOR PROJECT COORD., WPB ENG. SERVICES
 DEPT., 561-494-1098, FAX: 561-494-1116 [email protected]
 FOR 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2022-11-07 Cont ID  
Sent By rrossano Date 2022-11-07 Time   Rev Time  
Received By rrossano Date 2022-11-07 Time   Sent To  
Notes
2022-11-07 13:45:25FORMAL ENGINEERING SUBMITTAL REQUIRED AFTER SITE PLAN
 APPROVAL.
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2023-03-14 Cont ID  
Sent By cwalker Date 2023-03-14 Time   Rev Time 0.00
Received By cwalker Date   Time   Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2023-01-24 Cont ID  
Sent By cwalker Date 2023-01-24 Time   Rev Time 0.00
Received By cwalker Date   Time   Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-12-22 Cont ID  
Sent By cwalker Date 2022-12-22 Time   Rev Time 0.00
Received By cwalker Date   Time   Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2022-11-02 Cont ID  
Sent By cwalker Date 2022-11-02 Time   Rev Time  
Received By cwalker Date   Time   Sent To  
Notes
2022-11-02 12:20:02FIRE REVIEW COMMENTS:
  
 (1) FIRE DEPARTMENT CONNECTIONS SHALL NOT BE LOCATED
 MORE THAN 100 FEET FROM THE NEAREST FIRE HYDRANT
 CONNECTED TO AN APPROVED WATER SUPPLY PER THE
 REQUIREMENTS OF NFPA 14.
  
 (2) PARKING STRUCTURES SHALL COMPLY WITH NFPA 88A, AND
 NFPA 101 FOR THE APPLICABLE OCCUPANCY CHAPTER TO
 INCLUDE CHAPTER 42 (STORAGE OCCUPANCIES).
  
 (3) NFPA 13 COMPLIANT FIRE SPRINKLER SYSTEM AND NFPA 14
 COMPLIANT STANDPIPE SYSTEM SHALL HAVE SEPARATE SHOP
 DRAWINGS TO BE SUBMITTED AND APPROVED PRIOR TO
 INSTALLATION. TEMPORARY STANDPIPES ARE REQUIRED WHEN
 THE BUILDING REACHES THREE LEVELS OR 35??? IN HEIGHT
 WHILE BEING CONSTRUCTED.
  
 (4) SEVERAL REFERENCES TO CITY OF MIAMI, OR
 HEATHER/OCEAN ADDRESSING. CORRECT FOR JURISDICTION OF
 CITY OF WEST PALM BEACH, AND CORRECT STREET ADDRESSING.
  
 C. WALKER
  
 561-804-4762
  
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2023-04-13 Cont ID  
Sent By aoliver Date 2023-04-13 Time 08:45 Rev Time 0.00
Received By aoliver Date 2023-04-03 Time 16:25 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2023-03-29 Cont ID  
Sent By aoliver Date 2023-03-29 Time 08:02 Rev Time 0.00
Received By aoliver Date 2023-03-13 Time 15:59 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-03-07 Cont ID  
Sent By aoliver Date 2023-03-07 Time 08:42 Rev Time 0.00
Received By aoliver Date 2023-02-09 Time 07:32 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2023-02-07 Cont ID  
Sent By lmarchan Date 2023-02-07 Time 08:12 Rev Time 0.00
Received By lmarchan Date 2023-01-23 Time 07:51 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2023-01-13 Cont ID  
Sent By aoliver Date 2023-01-13 Time 10:40 Rev Time 0.00
Received By aoliver Date 2022-12-21 Time 16:23 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-12-16 Cont ID  
Sent By aoliver Date 2022-12-16 Time 11:14 Rev Time 0.00
Received By aoliver Date 2022-11-01 Time 08:32 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2023-06-21 Cont ID  
Sent By lmarchan Date 2023-06-21 Time 16:46 Rev Time 0.00
Received By lmarchan Date 2023-04-10 Time 08:55 Sent To  
Notes
2023-06-21 15:59:59RECEIPT MU-2023-017209 - $477,347.46 PAID
2023-04-10 08:55:24IMPACT FEE QUEST UPLOADED. PBCGOV EMAILED AO
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2022-11-30 Cont ID  
Sent By rmcphers Date 2022-11-30 Time 15:12 Rev Time 0.00
Received By rmcphers Date 2022-11-30 Time 15:12 Sent To  
Notes
2022-11-30 15:13:43PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
  
 UPON APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE
 RECEIPT TO YOUR PROJECT OR EMAIL IT TO
 [email protected] .
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2023-02-17 Cont ID  
Sent By medwards Date 2023-02-17 Time 16:21 Rev Time 0.00
Received By medwards Date 2023-02-17 Time 16:21 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2023-01-31 Cont ID  
Sent By medwards Date 2023-01-31 Time 06:17 Rev Time 0.00
Received By medwards Date 2023-01-31 Time 06:17 Sent To  
Notes
2023-01-31 06:22:08THE ENCLOSED PARKING GARAGE SHALL MEET FMC 404.1 BELOW.
 THE FANS SHALL NOT BE OFF.
  
 404.1 ENCLOSED PARKING GARAGES. MECHANICAL VENTILATION
 SYSTEMS FOR ENCLOSED PARKING GARAGES SHALL OPERATE
 CONTINUOUSLY OR SHALL BE AUTOMATICALLY OPERATED BY
 MEANS OF CARBON MONOXIDE DETECTORS APPLIED IN
 CONJUNCTION WITH NITROGEN DIOXIDE DETECTORS. CARBON
 MONOXIDE DETECTORS SHALL BE INSTALLED 3 TO 5 FEET ABOVE
 FLOOR LEVEL AND NITROGEN DIOXIDE DETECTORS SHALL BE
 INSTALLED 1 FOOT BELOW CEILING LEVEL. SUCH DETECTORS
 SHALL BE LISTED IN ACCORDANCE WITH UL 2075 AND
 INSTALLED IN ACCORDANCE WITH THEIR LISTING AND THE
 MANUFACTURERS??? INSTRUCTIONS. AUTOMATIC OPERATION
 SHALL CYCLE THE VENTILATION SYSTEM BETWEEN THE
 FOLLOWING TWO MODES OF OPERATION:
  
 1. FULL-ON AT AN AIRFLOW RATE OF NOT LESS THAN 0.75 CFM
 PER SQUARE FOOT OF THE FLOOR AREA SERVED.
  
 2. STANDBY AT AN AIRFLOW RATE OF NOT LESS THAN 0.05 CFM
 PER SQUARE FOOT OF THE FLOOR AREA SERVED.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2023-01-09 Cont ID  
Sent By medwards Date 2023-01-09 Time 07:46 Rev Time 0.00
Received By medwards Date 2023-01-09 Time 07:45 Sent To  
Notes
2023-01-09 07:46:172ND REVIEW FMC
 PERMIT: 22101241
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
  
 1) PROVIDE THE OUTDOOR AIR CALCULATIONS BASED ON A
 LISTED OCCUPANCY CLASSIFICATION THAT IS MOST SIMILAR IN
 TERMS OF OCCUPANT DENSITY, ACTIVITIES AND BUILDING
 CONSTRUCTION; OR SHALL BE DETERMINED BY AN APPROVED
 ENGINEERING ANALYSIS. FMC 403.3.1.1
  
 2) PROVIDE THE ZONE AIR DISTRIBUTION EFFECTIVENESS FOR
 EACH ZONE. FMC 403.3.1.1.1.2
  
 3) PROVIDE THE SYSTEM VENTILATION EFFICIENCY FOR EACH
 SYSTEM PROVIDING OUTDOOR AIR TO MULTIPLE ZONES. FMC
 403.3.1.1.2.3.2
  
 4) COMMENT 7 FROM PREVIOUS REVIEW: MY COMMENT WAS MEANT
 FOR YOU TO EXPLAIN HOW THE DESIGN WAS REFLECTING THE
 REQUIRED CFM???S OF EXHAUST PER EACH WATER CLOSET AND
 URINAL BASED ON TABLE 403.3.1.1 AND FOOTNOTE E. I DID
 NOT MEAN FOR YOU TO SHOW AN EXHAUST FAN OVER EACH WATER
 CLOSET AND URINAL. PLEASE SHOW HOW THE MINIMUM CFM???S
 OF EXHAUST FOR EACH WATER CLOSET AND URINAL IS MET IN
 YOUR DESIGN. THERE IS NO M1-302C IN THIS SUBMITTAL.
  
 5) SHEET M1-202B: THE PARKING GARAGE CALCULATIONS
 LISTED INDICATE THAT THE 1ST FLOOR PARKING GARAGE IS AN
 OPEN PARKING GARAGE. SHEET M1-201A SHOES A VEF-1-1.
 SHEET M1-302 INDICATES THIS EXHAUST FANS IS EXHAUSTING
 30,000 CFM???S OF AIR FROM THE GARAGE. PLEASE EXPLAIN
 WHY THIS IS NEEDED IF THIS IS AN OPEN GARAGE. FBC
 107.3.5
  
 6) COMMENT 11 FROM PREVIOUS REVIEW: THE REQUIRED FIRE
 DAMPERS IN THE WALL BETWEEN THE FCC ROOM AND THE MOTOR
 LOBBY WAS NOT ADDED TO SHEET M1-201C.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2022-11-29 Cont ID  
Sent By medwards Date 2022-11-29 Time 06:23 Rev Time 0.00
Received By medwards Date 2022-11-29 Time 06:22 Sent To  
Notes
2022-11-29 06:23:101ST REVIEW FMC
 PERMIT: 22101241
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE THE ENERGY CALCULATIONS. FEC C402.1
  
 2) PROVIDE THE MECHANICAL EQUIPMENT SIZING
 CALCULATIONS. FEC C403.2.1
  
 3) WHERE ARE THE CALCULATIONS FOR THE PARKING GARAGE
 VENTILATION? IF THE PARKING GARAGE IS ENCLOSED PLEASE
 SHOW THAT THE CONDENSING UNITS MOUNTED IN THE ENCLOSED
 PARKING GARAGE WILL BE SUPPLIED THE REQUIRED AIR
 CIRCULATION FOR EACH CONDENSING UNIT. MANUFACTURES
 INSTRUCTIONS.
  
 4) REVISE THE MECHANICAL DRAWINGS TO ADD A NOTE THAT
 THE GENERATOR WILL REQUIRE A SEPARATE PERMIT
 APPLICATION, DOCUMENT SUBMITTAL AND PLAN REVIEW.
  
 5) PROVIDE A CO,NO2 LAYOUT, COVERAGE AREA FOR EACH
 SENSOR, SHEET FOR THE GARAGES. FBC 107.3.5
  
 PROVIDE THE OUTDOOR AIR CALCULATIONS FOR EACH OCCUPANCY
 CLASSIFICATION FOR THIS PROJECT. FMC 403.3.1.1 AND
 TABLE 403.3.1.1
  
 6) SHEET M1-201A: REVISE THE BATH EXHAUST FANS TO
 REFLECT EACH WATER CLOSET OR URINAL. ADD A NOTE ON THE
 DRAWINGS TO INDICATE HOW THE EXHAUST FANS FOR THE BATH
 ROOMS WILL BE CONTROLLED. FMC TABLE 403.3.1.1 FOOTNOTE
 E
  
 7) SHEET M1-201A: MISSING A FD FOR THE INTAKE DUCT 14 X
 6 AT THE WALL PENETRATION OF THE MECHANICAL ROOM. FMC
 607
  
 8) SHEET M1-201A: MISSING A FD FOR THE 18 X 12 SUPPLY
 DUCT LEAVING THE MECHANICAL ROOM TO SERVE THE LOBBY.
 FMC 607
  
 9) SHEET M1-201A: PROVIDE THE VENTILATION CALCULATIONS
 FOR THE BIKE STORAGE ROOM. FMC TABLE 403.3.1.1
  
 10) SHEET M1-201C: REVISE THE DRAWING TO INCLUDE THE
 REQUIRED FD???S IN THE SUPPLY AND RETURN DUCT
 PENETRATING THE RATED WALL SEPARATING THE MOTOR LOBBY
 FROM THE FCC ROOM. FMC 607
  
 11) SHEET M1-201C: REVISE THE DRAWING TO INCLUDE THE
 OUTDOOR AIR DUCT SIZE FOR FCU-1-4 IN THE FCC ROOM. FBC
 107.3.5
  
 12) SHEET M1-202C: PROVIDE THE CFM???S OF SUPPLY AIR TO
 THE BATHROOMS FROM FCU-2.10. FBC 107.3.5
  
 13) SHEET M1-202C: SHOW THE MEN???S BATH EXHAUST MEETS
 THE REQUIRES OF TABLE 403.3.1.1
  
 14) SHEET LS-211 INDICATES A TERRACE ON THE ROOF FOR A
 FUTURE TENANT, SHEET M1-204C INDICATES THIS SAME AREA
 TO BE THE LOCATION OF CONDENSING UNIT RACK FOR FUTURE
 SPACE AC SYSTEMS. PLEASE BE CONSISTENT WITH BOTH
 SHEETS. FBC 107.3.5
  
 15) SHEET M1-301: REVISE THE GENERAL NOTES TO REFLECT
 THE CURRENT 2020 7TH EDITION FLORIDA BUILDING CODES.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2023-02-16 Cont ID  
Sent By rwbrown Date 2023-02-10 Time 10:57 Rev Time 0.00
Received By rwbrown Date 2023-02-10 Time 08:30 Sent To  
Notes
2023-02-10 10:58:13CHANGED TO PASS - INTERCEPT AND BACKFLOW PERMITS
 SUBMITTED.
  
 PENDING APPLICATIONS FOR INTERCEPTOR AND BACKFLOW
 PERMITS
  
 RYAN W. BROWN
 CHIEF PLUMBING INSPECTOR
 OFFICE: 561-805-6692
 CELL: 561-517-4293
 EMAIL: [email protected]
Review Stop P PLUMBING
Rev No 3 Status F Date 2023-01-25 Cont ID  
Sent By jesmith Date 2023-01-25 Time 14:59 Rev Time 0.00
Received By jesmith Date 2023-01-25 Time 14:54 Sent To  
Notes
2023-01-25 14:58:09CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 22101241 150 CLEARWATER DR
  
 3RD REVIEW
  
 PLUMBING COMMENTS: DENIED
  
 A SEPARATE PERMIT FOR INTERCEPTOR(S) AND/OR BACKFLOW
 PREVENTER(S) AS APPLICABLE IS REQUIRED TO BE SUBMITTED
 PRIOR TO ISSUANCE OF THE PRIMARY PERMIT (AS
 APPLICABLE). YOU CAN SUBMIT AN APPLICATION "TBD" (TO BE
 DETERMINED) IF YOU DO NOT HAVE A CONTRACTOR SELECTED BY
 EMAILING A COMPLETED PERMIT APPLICATION TO
 [email protected] . YOU WILL RECEIVE INSTRUCTIONS
 TO PAY FEES AND UPLOAD PLANS. YOU MAY UPLOAD PLANS AND
 PAY FEES AT A FUTURE DATE, BUT THE APPLICATION IS
 REQUIRED AT THIS TIME. WE RECOMMEND THAT YOU PAY FEES
 AND UPLOAD PLANS AT THE SAME TIME. A SEPARATE PERMIT IS
 REQUIRED HOWEVER A REVIEW OF THE SYSTEM UNDER THE MAIN
 PERMIT IS ALSO REQUIRED.
 AFTER YOU HAVE THE PERMIT(S) GENERATED, PLEASE NOTIFY
 ME AT [email protected] AND CC SAMANTHA HILL, CHIEF PLANS
 EXAMINER AT [email protected] AND RYAN BROWN, CHIEF
 PLUMBING INSPECTOR AT [email protected] VIA EMAIL WITH
 THE PERMIT NUMBER(S).
 PLEASE PROVIDE PERMIT NUMBER IF PERMIT HAS BEEN
 GENERATED TO [email protected]
  
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS (SEE FBC PL 404.1) BUT IS TYPICALLY ADDRESSED
 ON THE ARCHITECTURAL PLANS. ANY COMMENTS CONCERNING
 THESE REQUIREMENTS MUST BE SATISFACTORILY ADDRESSED
 PRIOR TO A PLUMBING REVIEW APPROVAL.
  
 1.PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 2, 3 AND 6 PROVIDE PLAN AND ELEVATION DETAILS
 FOR NEW TOILET ROOMS INDICATING THE FOLLOWING:
 THIRD REQUEST:***B) CLEARANCE AROUND A WATER CLOSET
 SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM
 THE SIDE WALL AND 56 INCHES DEEP MINIMUM FOR WALL HUNG
 WATER CLOSETS AND 59 INCHES DEEP MINIMUM FOR FLOOR
 MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE
 REAR WALL PER FBC ACC 604.3.1 AND 604.8.1.1
 PLUMBING FIXTURE SCHEDULE INDICATES FLOOR MOUNTED WATER
 CLOSETS: CLEARANCE SHALL BE 59 INCHES DEEP MINIMUM. FBC
 ACC 604.8.1.1
  
 RPJ RESPONSE: SEE A0-004, A1-402 A1-403.
  
 ALL SHOW 56 INCHES, NOT 59 INCHES AS REQUIRED BY FBC
 ACC 604.1.1
  
  
 2. PARTIALLY COMPLIED: P1-302/SANITARY RISERS-VENTS;
 PLEASE PROVIDE VENT INFRASTRUCTURE TO SERVICE PRESENT
 AND FUTURE VENT CONNECTIONS. INDICATE SIZES, HOW AND
 WHERE SANITARY VENTS WILL TERMINATE. FBC PL SECTIONS
 903, 906
 RPJ RESPONSE: VENT, SANITARY AND WATER HAVE BEEN ADDED
 TO SHEETS P1-201A THROUGH P1-203B.
  
 NEW COMMENT: PLANS NOW INDICATE VENTS TO SERVICE
 SANITARY BUT DO NOT ADDRESS HOW AND WHERE SANITARY
 VENTS WILL TERMINATE AND THE SIZING OF THE VENTS.
 PLEASE PROVIDE. FBC PL SECTIONS 903, 906
  
  
 3. NEW COMMENT: GROUND FLOOR BATHROOMS ADJACENT TO
 BICYCLE STORAGE; OCCUPANCY CLASSIFICATION STORAGE
 (REVISED A1-402). A SERVICE SINK IS REQUIRED. FBC PL
 TABLE 403.1
  
  
 4. NEW COMMENT: P1-301/SECOND FLOOR WOMEN'S BATHROOM:
 WATER SUPPLY TO EACH OF TWO (2) P-1 WATER CLOSET SHALL
 BE MINIMUM 1 INCH. SEE P1-402 PLUMBING FIXTURE
 SCHEDULE. FBC PL TABLE 604.5
  
  
 5. NEW COMMENT: P1-202B, P1-303B, P1-304A
 AREA DRAINS AND PLANTER DRAINS THAT HAVE BEEN ADDED ON
 THE SOUTH GARAGE SECOND FLOOR (P1-202B) CONNECTING TO
 BRANCH SERVICING RWL 12, 16 ARE DISCHARGING AN
 ADDITIONAL 395 GPM TO THE BRANCH AND RWL 11. THIS
 INCREASE IN VOLUME IS NOT REFLECTED ON P1-303B AND
 P1-304A.
 AREA DRAINS AND PLANTER DRAINS THAT HAVE BEEN ADDED ON
 THE SOUTH GARAGE SECOND FLOOR (P1-202B) ARE DISCHARGING
 AN ADDITIONAL 395 GPM TO RWL 1,2. THIS INCREASE IN
 VOLUME IS NOT REFLECTED ON P1-303B AND P1-304A.
 MAKE CORRECTIONS ON DRAWINGS TO REFLECT AND UPDATE
 SIZING AS REQUIRED. FBC PL 1106.1
  
 6. NEW COMMENT: P1-202C, P1-201C
 PLEASE SIZE HORIZONTAL PIPING FOR AREA DRAINS AND
 PLANTER DRAINS ON THE SOUTH GARAGE SECOND FLOOR
 (P1-202C) AND THE HORIZONTAL UNDERGROUND STORM DRAIN TO
 CATCH BASIN (P201C). FBC PL 1106.1
  
  
 7. THIRD REQUEST: RPJ RESPONSE: NOTE FOR NOT TO EXCEED
 2 FT CAN BE FOUND ALREADY IN SHEET P1-3.01 NEXT TO BOTH
 BATHROOM ISOMETRICS. THERE ARE NO RECIRCULATION
 SYSTEMS.
  
 TO BE CLEAR, NOTE NOT TO EXCEED 2 FT DOES NOT ADDRESS
 THE ISSUE. IN ORDER TO COMPLY WITH FBC EC C404.5.1,
 TABLE C404.5.1, THE 1/2 INCH WATER LINE CANNOT EXCEED A
 DEVELOPED LENGTH OF 2 FEET FROM THE PUBLIC LAVATORY TO
 THE SOURCE OF HOT WATER. THE SOURCE WOULD BE THE WATER
 HEATER, A RECIRCULATING PIPING SYSTEM OR HEAT TRACED
 PIPING. FBC PL 607.2
 PLEASE PROVIDE AN ACCEPTABLE PIPING METHOD TO
 ACCOMPLISH THIS. PROVIDE INSULATION FOR SYSTEM (COMPLY
 WITH FBC EC C404.4 (A-E) AND TABLE C403.2.10) AND IF
 RECIRCULATING, ADJUST WATER HEATER DETAIL AND PIPING
 PLAN TO REFLECT. INCLUDE RECIRC PUMP SCHEDULE IF
 APPLICABLE
  
  
 9. SECOND REQUEST: PLEASE PROVIDE SIZING FOR CD
 (CONDENSATE DRAINS). FBC PL 314.2.2.
 RPJ RESPONSE: SIZING FOR CD SYSTEM HAS BEEN ADDED TO
 SHEETS P1-201A THROUGH P1-201C.
  
 TO BE CLEAR, UNDERGROUND CONDENSATE DRAINS FROM RISERS
 TO CATCH BASINS ARE NOT SIZED. P1-201A, P1-201C
  
  
 10. PARTIALLY COMPLIED: PLEASE PROVIDE CONDENSATE
 DRAINS FOR FCUS NOTRD ON P1-201B, P1-201C. FBC PL 314.2
 RPJ RESPONSE: REQUIRED CONDENSATE DRAWINGS WERE ADDED
 THROUGH OUT
  
 SEE P1-201C/ELEVATOR LOBBY FCU-1-3 AND PROVIDE DRAIN.
  
  
  
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 PLEASE PROVIDE A COMPREHENSIVE RESPONSE LETTER
 ADDRESSING EACH ITEM.
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER PX928
 PLUMBING INSPECTOR BN2148
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2023-01-04 Cont ID  
Sent By jesmith Date 2023-01-04 Time 14:52 Rev Time 0.00
Received By jesmith Date 2023-01-03 Time 08:47 Sent To  
Notes
2023-01-04 14:09:28CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 22101241 150 CLEARWATER DR
  
 2ND REVIEW
  
 PLUMBING COMMENTS: DENIED
  
 A SEPARATE PERMIT FOR INTERCEPTOR(S) AND/OR BACKFLOW
 PREVENTER(S) AS APPLICABLE IS REQUIRED TO BE SUBMITTED
 PRIOR TO ISSUANCE OF THE PRIMARY PERMIT (AS
 APPLICABLE). YOU CAN SUBMIT AN APPLICATION "TBD" (TO BE
 DETERMINED) IF YOU DO NOT HAVE A CONTRACTOR SELECTED BY
 EMAILING A COMPLETED PERMIT APPLICATION TO
 [email protected] . YOU WILL RECEIVE INSTRUCTIONS
 TO PAY FEES AND UPLOAD PLANS. YOU MAY UPLOAD PLANS AND
 PAY FEES AT A FUTURE DATE, BUT THE APPLICATION IS
 REQUIRED AT THIS TIME. WE RECOMMEND THAT YOU PAY FEES
 AND UPLOAD PLANS AT THE SAME TIME. A SEPARATE PERMIT IS
 REQUIRED HOWEVER A REVIEW OF THE SYSTEM UNDER THE MAIN
 PERMIT IS ALSO REQUIRED.
 AFTER YOU HAVE THE PERMIT(S) GENERATED, PLEASE NOTIFY
 ME AT [email protected] AND CC SAMANTHA HILL, CHIEF PLANS
 EXAMINER AT [email protected] AND RYAN BROWN, CHIEF
 PLUMBING INSPECTOR AT [email protected] VIA EMAIL WITH
 THE PERMIT NUMBER(S).
 NEW COMMENT: PLEASE PROVIDE PERMIT NUMBER IF PERMIT HAS
 BEEN GENERATED TO [email protected]
  
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS (SEE FBC PL 404.1) BUT IS TYPICALLY ADDRESSED
 ON THE ARCHITECTURAL PLANS. ANY COMMENTS CONCERNING
 THESE REQUIREMENTS MUST BE SATISFACTORILY ADDRESSED
 PRIOR TO A PLUMBING REVIEW APPROVAL.
  
 1.PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 2, 3 AND 6 PROVIDE PLAN AND ELEVATION DETAILS
 FOR NEW TOILET ROOMS INDICATING THE FOLLOWING:
 SECOND REQUEST:***B) CLEARANCE AROUND A WATER CLOSET
 SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM
 THE SIDE WALL AND 56 INCHES DEEP MINIMUM FOR WALL HUNG
 WATER CLOSETS AND 59 INCHES DEEP MINIMUM FOR FLOOR
 MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE
 REAR WALL PER FBC ACC 604.3.1 AND 604.8.1.1
 PLUMBING FIXTURE SCHEDULE INDICATES FLOOR MOUNTED WATER
 CLOSETS: CLEARANCE SHALL BE 59 INCHES DEEP MINIMUM. FBC
 ACC 604.8.1.1
  
 2. SECOND REQUEST: PER WPB FBC 107.2.1, REGARDING PLAN
 SHEET A1-402, TO SHOW COMPLIANCE WITH FBC PL 403.1 AND
 TABLE 403.1, PROVIDE OCCUPANCY AND OCCUPANCY LOAD FOR
 THE BATHROOMS SERVICING THE NORTH GARAGE GROUND FLOOR.
 A0-403 ONLY ADDRESSES REQUIREMENTS FOR SECOND FLOOR
 RESTROOMS
  
 3. COMPLIED
  
 4. SECOND REQUEST: PLAN PAGES 262 P1-201A NORTH GARAGE
 GROUND FLOOR PLAN PLUMBING AND 114 C-15 WSU PLAN:
 SANITARY BUILDING DRAINS/BUILDING SEWERS DO NOT MATCH
 UP TO CIVIL CONNECTIONS. PER WPB FBC 107.2.1 AND
 107.3.5.1.3, PLEASE CLARIFY AND RECONCILE.
 ITEM 4 IS NOT IN RESPONSE LETTER; NOTED AS ITEM 6 BUT
 NO RESPONSE IS GIVEN
  
 5. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE
 SANITARY DRAINAGE, SANITARY VENTS, SANITARY FORCE
 MAINS, WATER DISTRIBUTION, STORM DRAINAGE, GD DRAINAGE
 RISER DIAGRAMS COMPLIED; RESPONSE NOTED AS ITEM 7 SEE
 P1-300 SERIES
 NEW COMMENT: P1-302/SANITARY RISERS; P-4 MOP SINK AT
 SECOND FLOOR BATHROOMS IS NOT INDICATED ON THE WATER
 RISER. PLEASE INDICATE. WPB FBC 107.2.1, 107.3.5.1.3
 NEW COMMENT: P1-302/SANITARY RISERS-VENTS; PLEASE
 PROVIDE VENT INFRASTRUCTURE TO SERVICE PRESENT AND
 FUTURE VENT CONNECTIONS. INDICATE SIZES, HOW AND WHERE
 SANITARY VENTS WILL TERMINATE. FBC PL SECTIONS 903, 906
  
 6. COMPLIED
 7. COMPLIED
  
 8. COMPLIED: PER WPB FBC 107.2.1 AND 107.3.5.1.3,
 CALCULATIONS FOR STORM PIPING SHALL BE ACCUMULATED AND
 APPLIED TO SIZING OF ALL STORM PIPING TO INCLUDE
 VERTICAL CONDUCTORS AND LEADERS, BUILDING STORM DRAINS,
 BUILDING STORM SEWERS AND ANY HORIZONTAL BRANCHES OF
 SUCH DRAINS OR SEWERS PER FBC PL 1106.1.
 CALCULATIONS FOR AREA SHALL INCLUDE VERTICAL SURFACES
 AS WELL AS HORIZONTAL SURFACES. FBC PL 1106.4
 ENGINEER RESPONSE: REFER TO SHEET P1-304A AND P1-304B
 FOR ALL
 CALCULATIONS.
  
 NEW COMMENT: PLEASE ADD NOTE TO P1-303A, P1-303B,
 P1-304A AND P1-304B STATING "PLEASE NOTE, PER WPB FBC
 107.2.1 AND 107.3.5.1.3, CALCULATIONS FOR STORM PIPING
 SHALL BE ACCUMULATED AND APPLIED TO SIZING OF ALL STORM
 PIPING TO INCLUDE VERTICAL CONDUCTORS AND LEADERS,
 BUILDING STORM DRAINS, BUILDING STORM SEWERS AND ANY
 HORIZONTAL BRANCHES OF SUCH DRAINS OR SEWERS. PER FBC
 PL 1106.1. CALCULATIONS FOR AREA SHALL INCLUDE VERTICAL
 SURFACES AS WELL AS HORIZONTAL SURFACES. FBC PL 1106.4.
 SEE P1-303A, P1-303B, P1-304A AND P1-304B. SEE
 P1-4.01/GENERAL PLUMBING NOTES SECTION 5/NOTE D FOR
 MINIMUM SLOPE OF 1/8 INCH PER FOOT FOR HORIZONTAL
 PIPING."
  
 9. COMPLIED
  
 10. SECOND REQUEST: PER WPB FBC 107.3.5.1.3, FBC PL
 604.1, 604.3, PROVIDE CALCULATIONS FOR SIZING OF WATER
 DISTRIBUTION
 AT A MINIMUM PLEASE PROVIDE MAXIMUM GPM FOR GIVEN
 SIZES.
  
 11. SECOND REQUEST: PER WPB FBC 107.3.5.1.3, FBC PL
 710.1, PROVIDE CALCULATIONS FOR SIZING OF SANITARY
 DRAINAGE.
 IT IS NOTED THAT FIXTURE UNITS HAVE BEEN PROVIDED FOR
 BATHROOM PIPING. AT A MINIMUM, PLEASE PROVIDE MAXIMUM
 AMOUNT OF FIXTURE UNITS THAT MAY CONNECT TO GIVEN SIZES
 OF THE BUILDING DRAIN.
  
 12. COMPLIED
 13. COMPLIED
  
 14. PARTIALLY COMPLIED: PER WPB FBC 107.2.1 AND
 107.3.5.1.3, PLEASE PROVIDE A PLUMBING LEGEND; I.E.,
 GD=?, FM=?, ETC.
 NEW COMMENT: P1-4.01; PLEASE AMEND DESCRIPTION OF "SD"
 LEGENDS TO READ STORM DRAIN/EXISTING STORM DRAIN, NOT
 GREASY WASTE/EXISTING GREASY WASTE
  
 15. COMPLIED
 16. COMPLIED
 17. COMPLIED
  
 18. SECOND REQUEST: P1-2.01A: SANITARY BRANCH FROM
 BATHROOMS ADJACENT TO BICYCLE PARKING SPACE IS SHOWN
 DISCHARGING INTO THE FM (FORCE MAIN?) FROM ELEVATOR
 SUMP PUMP AT GRID LINES G-13 AND THEN INTO HD (HUB
 DRAIN?) IS THIS BRANCH A SUBDRAIN UNABLE TO DRAIN BY
 GRAVITY INTO BUILDING DRAIN? IF SO, IT SHALL BE
 DISCHARGED INTO THE SANITARY BUILDING DRAIN IN
 ACCORDANCE WITH FBC PL 712.3.5, THROUGH A SEWAGE PUMP
 OR SEWAGE EJECTOR PER FBC PL 712.4. AN EQUIPMENT
 SCHEDULE/SPECIFICATION FOR PUMP AND SUMP WITH A DETAIL
 SHALL BE PROVIDED. IF NOT A SUBDRAIN THEN CONNECT
 DIRECTLY TO THE BUILDING DRAIN PER FBC PL 712.1, NOT TO
 THE FM (FORCE MAIN).
 NO RESPONSE INDICATED IN RESPONSE LETTER; PLEASE NOTE,
 NEW SHEET P1-302 ISOMETRIC INDICATES ELEVATOR SUMP PUMP
 DISCHARGING INDEPENDENTLY TO A HUB DRAIN WHICH IS
 COMPLIANT.
 THE SANITARY BRANCH FROM THE WOMEN???S BATHROOM IS
 SHOWN BUT THE POINT OF CONNECTION IS NOT SHOWN. PLEASE
 INDICATE THE CONNECTION TO THE SANITARY BUILDING DRAIN.
 IF THIS IS A SUB-DRAIN, DISCHARGE THROUGH A SEWAGE
 PUMP/EJECTOR TO THE SANITARY BUILDING DRAIN IN
 ACCORDANCE WITH FBC PL SECTION 712. IF NOT A SUBDRAIN
 THEN CONNECT BY GRAVITY DIRECTLY TO THE BUILDING DRAIN.
 IF SEWAGE PUMP IS REQUIRED PLEASE PROVIDE SPEC AND
 DETAIL. WPB FBC 107.2.1, 107.3.5.1.3
 PLEASE SHOW ON P1-2.01A AND P1-3.02. WPB FBC 107.2.1,
 107.3.5.1.3
  
 19. COMPLIED
 20. NOT REQUIRED
  
 21. PARTIALLY COMPLIED: PROVIDE A PLUMBING FIXTURE
 SCHEDULE AND SPECIFICATION, TAG IN ACCORDANCE WITH
 FIXTURE TAGS NOTED ON PLUMBING PLAN VIEW DRAWINGS.
 SECOND REQUEST: *** LAVATORIES (INCLUDE THERMOSTATIC
 MIXING VALVES; FPC PL 419.5) TO BE CLEAR, PLEASE ADD A
 THERMOSTATIC MIXING VALVE COMPLYING WITH ASSE 1070 TO
 P1-4.02/PLBG FIXTURE SCHEDULE
 SECOND REQUEST: ***SHOWERS (INCLUDE THERMOSTATIC MIXING
 CONTROL VALVES; FPC PL 412.3) TO BE CLEAR, PLEASE ADD
 P-4H SHOWER AND CONTROL VALVE TO P1-4.02/PLBG FIXTURE
 SCHEDULE
  
 22. PARTIALLY COMPLIED: PER WPB FBC 107.2.1 AND
 107.3.5.1.3, PROVIDE A WATER HEATER SCHEDULE AND DETAIL
 SHOWING HEATER W/STORAGE CAPACITY, PIPING INCLUDING CW,
 HW, VALVES (INCLUDING VACUUM RELIEF VALVE IF APPLICABLE
 FBC PL 504.2) , THERMAL EXPANSION CONTROL DEVICE
 (INCLUDING SIZE), T&P DISCHARGE (INCLUDING TERMINATION)
 AND WATER HEATER PAN AND DRAIN (INCLUDING TERMINATION)
 PER WPB FPC 107.2.1; COMPLY WITH FBC PL 607.1.1, 607.3,
 613.1, 503.1, 504.1, 504.4, 504.4.1, 504.5, 504.6,
 504.7, 504.7.1 AND 504.7.2.
 NEW COMMENT: P1-4.02/WATER HEATER DETAIL; PROVIDE A
 THERMAL EXPANSION CONTROL DEVICE BETWEEN THE CHECK
 VALVE AND THE TANK TYPE STORAGE WATER HEATER. FBC PL
 607.3
 NEW COMMENT: THERMAL MIXING VALVE SHALL COMPLY WITH
 ASSE 1017. PLEASE NOTE ON DETAIL AND WATER HEATER
 SCHEDULE
  
 23. COMPLIED
 24. COMPLIED
  
 25. SECOND REQUEST: PER FBC EC C404.5.1, TABLE
 C404.5.1, 1/2 INCH HOT WATER TO PUBLIC LAVATORY SHALL
 NOT EXCEED 2 FEET FROM SOURCE.
 PLEASE NOTE PER FBC PL 607.2, THE DEVELOPED LENGTH OF
 HOT OR TEMPERED WATER IN GENERAL SHALL NOT EXCEED 50
 FEET FROM THE SOURCE. RECIRCULATING SYSTEM PIPING AND
 HEAT-TRACED PIPING SHALL BE CONSIDERED TO BE SOURCES OF
 HOT OR TEMPERED WATER.
 IF A RECIRCULATING HOT WATER SYSTEM IS PROVIDED,
 PROVIDE A RECIRC PUMP SCHEDULE/SPECIFICATION & DETAIL
 TO BE CLEAR, A RECIRCULATING OR HEAT TRACED HOT WATER
 SYSTEM IS REQUIRED TO KEEP 1/2 INCH HOT WATER TO PUBLIC
 LAVATORIES WITHIN 2 FEET OF THE SOURCE. PLEASE PROVIDE
 AN ACCEPTABLE PIPING METHOD TO ACCOMPLISH THIS. PROVIDE
 INSULATION FOR SYSTEM (SEE ITEM 26) AND IF
 RECIRCULATING, ADJUST WATER HEATER DETAIL AND PIPING
 PLAN TO REFLECT. INCLUDE RECIRC PUMP SCHEDULE IF
 APPLICABLE.
  
 26. SEE ITEM 25 CLARIFICATION: PER WPB FBC 107.2.1,
 PROVIDE INSULATION SPECIFICATION SPEC FOR HOT WATER
 INSULATION COMPLY WITH FBC EC C404.4 (A-E) AND TABLE
 C403.2.10.
 THE FOLLOWING PIPING SHALL BE INSULATED TO LEVELS SHOWN
 IN TABLE C403.2.10:
 ***A) RECIRCULATING SYSTEM PIPING, INCLUDING THE SUPPLY
 AND RETURN PIPING OF A CIRCULATING TANK TYPE WATER
 HEATER.
 ***B) THE FIRST 8 FEET OF OUTLET PIPING FOR A
 CONSTANT-TEMPERATURE NONRECIRCULATING STORAGE SYSTEM.
 ***C) THE FIRST 8 FEET OF BRANCH PIPING CONNECTING TO
 RECIRCULATED, HEAT-TRACED, OR IMPEDANCE HEATED PIPING.
 ***D) THE INLET PIPING BETWEEN THE STORAGE TANK AND A
 HEAT TRAP IN A NONRECIRCULATING STORAGE SYSTEM.
 ***E) PIPING THAT IS EXTERNALLY HEATED (SUCH AS HEAT
 TRACE OR IMPEDANCE HEATING).
  
 28. NEW COMMENT: P1-4.02/TRASH CHUTE DETAIL; SANITATION
 UNIT SHALL CONNECT DOWNSTREAM OF THE BACKFLOW
 PREVENTER. FBC PL 608.1
  
 29. NEW COMMENT: PLEASE SHOW LOCATION OF TRASH CHUTE
 AND INCLUDE PIPING IN PIPING PLANS. WPB FBC 107.2.1,
 107.3.5.1.3
  
 30. NEW COMMENT: PLEASE PROVIDE SIZING FOR CD
 (CONDENSATE DRAINS). FBC PL 314.2.2.
  
 31. NEW COMMENT: PLEASE PROVIDE CONDENSATE DRAINS FOR
 FCUS NOTRD ON P1-201B, P1-201C. FBC PL 314.2
  
 32. NEW COMMENT: P1-201B, P1-302; PLEASE PROVIDE
 BUILDING DRAIN FOR SANITARY FROM SECOND FLOOR BATHROOMS
 TO SEWER POINT OF CONNECTION. FBC PL 701.2
  
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 PLEASE PROVIDE A COMPREHENSIVE RESPONSE LETTER
 ADDRESSING EACH ITEM.
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER PX928
 PLUMBING INSPECTOR BN2148
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2022-11-07 Cont ID  
Sent By jesmith Date 2022-11-07 Time 16:55 Rev Time 0.00
Received By jesmith Date 2022-11-02 Time 15:38 Sent To  
Notes
2022-11-07 16:54:20CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 22101241 150 CLEARWATER DR
  
 1ST REVIEW
 ELECTRONIC SIGNATURE CERTIFICATE FOR PLUMBING PLANS
 NOTES ???THE SELECTED CERTIFICATE HAS ERRORS; INVALID
 POLICY CONSTRAINT???
 PLUMBING COMMENTS: DENIED
  
 A SEPARATE PERMIT FOR INTERCEPTOR(S) AND/OR BACKFLOW
 PREVENTER(S) AS APPLICABLE IS REQUIRED TO BE SUBMITTED
 PRIOR TO ISSUANCE OF THE PRIMARY PERMIT (AS
 APPLICABLE). YOU CAN SUBMIT AN APPLICATION "TBD" (TO BE
 DETERMINED) IF YOU DO NOT HAVE A CONTRACTOR SELECTED BY
 EMAILING A COMPLETED PERMIT APPLICATION TO
 [email protected] . YOU WILL RECEIVE INSTRUCTIONS
 TO PAY FEES AND UPLOAD PLANS. YOU MAY UPLOAD PLANS AND
 PAY FEES AT A FUTURE DATE, BUT THE APPLICATION IS
 REQUIRED AT THIS TIME. WE RECOMMEND THAT YOU PAY FEES
 AND UPLOAD PLANS AT THE SAME TIME. A SEPARATE PERMIT IS
 REQUIRED HOWEVER A REVIEW OF THE SYSTEM UNDER THE MAIN
 PERMIT IS ALSO REQUIRED.
 AFTER YOU HAVE THE PERMIT(S) GENERATED, PLEASE NOTIFY
 ME AT [email protected] AND CC SAMANTHA HILL, CHIEF PLANS
 EXAMINER AT [email protected] AND RYAN BROWN, CHIEF
 PLUMBING INSPECTOR AT [email protected] VIA EMAIL WITH
 THE PERMIT NUMBER(S).
  
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS (SEE FBC PL 404.1) BUT IS TYPICALLY ADDRESSED
 ON THE ARCHITECTURAL PLANS. ANY COMMENTS CONCERNING
 THESE REQUIREMENTS MUST BE SATISFACTORILY ADDRESSED
 PRIOR TO A PLUMBING REVIEW APPROVAL.
  
 1.PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC
 CHAPTERS 2, 3 AND 6 PROVIDE PLAN AND ELEVATION DETAILS
 FOR NEW TOILET ROOMS INDICATING THE FOLLOWING:
 ***A) THE WATER CLOSET SHALL BE POSITIONED WITH A WALL
 OR PARTITION TO THE REAR AND TO ONE SIDE. THE
 CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES
 MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR
 PARTITION PER FBC ACC 604.2
 ***B) CLEARANCE AROUND A WATER CLOSET SHALL BE 60
 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES DEEP MINIMUM FOR WALL HUNG WATER
 CLOSETS AND 59 INCHES DEEP MINIMUM FOR FLOOR MOUNTED
 WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL
 PER FBC ACC 604.3.1 AND 604.8.1.1
 ***C) THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG
 MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE
 REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR
 WALL PER FBC ACC 604.5.1
 ***D) THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES
 MINIMUM ON THE OTHER SIDE PER FBC ACC 604.5.2
 ***E) FLUSH CONTROLS SHALL BE HAND OPERATED OR
 AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY
 WITH 309. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN
 SIDE OF THE WATER CLOSET PER FBC ACC 604.6
 ***F) PER FBC ACC 604.8, TOILET PAPER DISPENSERS SHALL
 COMPLY WITH 309.4 AND SHALL BE 7 INCHES MINIMUM AND 9
 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE
 DISPENSER SHALL BE 15 INCHES MINIMUM AND 48 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED
 BEHIND GRAB BARS.
 ***G) THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE
 FINISH FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19
 INCHES (485 MM) MAXIMUM MEASURED TO THE TOP OF THE
 SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED
 POSITION PER FBC ACC 604.4.
 ***H) PER FBC ACC 609.4, GRAB BARS SHALL BE INSTALLED
 IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36
 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE
 TOP (NOT THE CENTER) OF THE GRIPPING SURFACE
 ***I) URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG
 TYPE WITH THE RIM 17 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND. URINALS SHALL BE 13 1/2 INCHES DEEP
 MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM
 TO THE BACK OF THE FIXTURE PER FBC ACC 605.2.
 ***J) LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE
 FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34
 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER FBC
 ACC 606.3, ADDITIONALLY SHOW TOE AND KNEE CLEARANCE AS
 REQUIRED BY FBC ACC 306.2 AND 306.3
 ***K) PER FBC 606.5 EXPOSED PIPES AND SURFACES. WATER
 SUPPLY & DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE
 INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST
 CONTACT.
 ***L) UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED PER FBC ACC 602.2.
 ***M) MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS
 SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE
 REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND PER FBC ACC 603.3.
 ***N) DRINKING FOUNTAINS SHOWING COMPLIANCE WITH 306.2,
 306.3, 307.2, 602.4, 602.5, 602.7
 ***O) ROLL IN TYPE SHOWER COMPARTMENT; COMPLY WITH FBC
 ACC 608.2.2, 608.2.2.1, 608.3, 608.3.2, 608.4, 608.5,
 309.4, 608.5.2, 608.7.
  
 2. PER WPB FBC 107.2.1, REGARDING PLAN SHEET A1-402, TO
 SHOW COMPLIANCE WITH FBC PL 403.1 AND TABLE 403.1,
 PROVIDE OCCUPANCY AND OCCUPANCY LOAD FOR THE BATHROOMS
 SERVICING THE NORTH GARAGE GROUND FLOOR.
  
 3. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE WALL
 FINISHES FOR WALLS ADJACENT TO WATER CLOSETS AND
 SERVICE SINKS. COMPLY WITH FBC PL 310.3, FBC 1210.2.2
  
 4. PLAN PAGES 262 P1-201A NORTH GARAGE GROUND FLOOR
 PLAN PLUMBING AND 114 C-15 WSU PLAN: SANITARY BUILDING
 DRAINS/BUILDING SEWERS DO NOT MATCH UP TO CIVIL
 CONNECTIONS. PER WPB FBC 107.2.1 AND 107.3.5.1.3,
 PLEASE CLARIFY AND RECONCILE.
  
 5. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE
 SANITARY DRAINAGE, SANITARY VENTS, SANITARY FORCE
 MAINS, WATER DISTRIBUTION, STORM DRAINAGE, GD DRAINAGE
 RISER DIAGRAMS
  
 6. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE PIPING
 PLAN VIEW FOR SOUTH PLAZA SECOND FLOOR PLUMBING.
 INCLUDE WATER HEATER.
  
 7. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE PIPING
 AND DRAIN FOR SOUTH GARAGE LEVEL 2 AREA DRAIN
  
 8. PER WPB FBC 107.2.1 AND 107.3.5.1.3, CALCULATIONS
 FOR STORM PIPING SHALL BE ACCUMULATED AND APPLIED TO
 SIZING OF ALL STORM PIPING TO INCLUDE VERTICAL
 CONDUCTORS AND LEADERS, BUILDING STORM DRAINS, BUILDING
 STORM SEWERS AND ANY HORIZONTAL BRANCHES OF SUCH DRAINS
 OR SEWERS PER FBC PL 1106.1.
 CALCULATIONS FOR AREA SHALL INCLUDE VERTICAL SURFACES
 AS WELL AS HORIZONTAL SURFACES. FBC PL 1106.4
  
 9. PROVIDE SECONDARY ROOF DRAINS OR SCUPPERS IN
 ACCORDANCE WITH FBC PL SECTION 1108.
  
 10. PER WPB FBC 107.3.5.1.3, FBC PL 604.1, 604.3,
 PROVIDE CALCULATIONS FOR SIZING OF WATER DISTRIBUTION.
  
 11. PER WPB FBC 107.3.5.1.3, FBC PL 710.1, PROVIDE
 CALCULATIONS FOR SIZING OF SANITARY DRAINAGE.
  
 12. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE SIZING
 OF SANITARY DRAINAGE, SANITARY VENTS, SANITARY FORCE
 MAINS, WATER DISTRIBUTION, STORM DRAINAGE, GD DRAINAGE
 ON PLAN VIEWS AND RISER DIAGRAMS
  
 13. PER WPB FBC 107.2.1 AND 107.3.5.1.3, IDENTIFY
 SANITARY DRAIN LINES ON PLAN VIEWS
  
 14. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PLEASE PROVIDE
 A PLUMBING LEGEND; I.E., GD=?, FM=?, ETC.
  
 15. REFERENCE TO DETAILS ARE NOTED ON THE PLUMBING
 PLANS. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE
 DETAIL(S) FOR THE FOLLOWING:
 ***A) SUMP PITS AND PUMP WITH PUMP
 SCHEDULE/SPECIFICATION
 ***B) HOSE BIBB PROTECTION IN PARKING AREAS
  
 16. PER FBC PL 901.2.1, PROVIDE VENT FOR THE SANITARY
 HUB DRAIN(S)
  
 17. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE DETAIL
 FOR TYPICAL SANITARY HUB DRAIN AND INDIRECT WASTE
 CONNECTION
  
 18. P1-2.01A: SANITARY BRANCH FROM BATHROOMS ADJACENT
 TO BICYCLE PARKING SPACE IS SHOWN DISCHARGING INTO THE
 FM (FORCE MAIN?) FROM ELEVATOR SUMP PUMP AT GRID LINES
 G-13 AND THEN INTO HD (HUB DRAIN?) IS THIS BRANCH A
 SUBDRAIN UNABLE TO DRAIN BY GRAVITY INTO BUILDING
 DRAIN? IF SO, IT SHALL BE DISCHARGED INTO THE SANITARY
 BUILDING DRAIN IN ACCORDANCE WITH FBC PL 712.3.5,
 THROUGH A SEWAGE PUMP OR SEWAGE EJECTOR PER FBC PL
 712.4. AN EQUIPMENT SCHEDULE/SPECIFICATION FOR PUMP AND
 SUMP WITH A DETAIL SHALL BE PROVIDED. IF NOT A SUBDRAIN
 THEN CONNECT DIRECTLY TO THE BUILDING DRAIN PER FBC PL
 712.1, NOT TO THE FM (FORCE MAIN?).
  
 19. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE PIPING
 MATERIAL SPEC FOR EACH SYSTEM (SANITARY DRAINAGE,
 SANITARY FORCE MAINS, VENT PIPING, STORM DRAINAGE,
 WATER DISTRIBUTION, A/C CONDENSATE) TO INCLUDE PIPE,
 VALVES, FITTINGS AND JOINTS. COMPLY WITH FBC PL
 CHAPTERS 3, 6, 7, 9 AND 11.
  
 20. PROVIDE MINIMUM AVAILABLE WATER PRESSURE AT THE
 HIGHEST POINT OF THE WATER DISTRIBUTION SYSTEM. FBC PL
 604.3 AND TABLE 604.3
  
 21. PROVIDE A PLUMBING FIXTURE SCHEDULE AND
 SPECIFICATION, TAG IN ACCORDANCE WITH FIXTURE TAGS
 NOTED ON PLUMBING PLAN VIEW DRAWINGS. ITEMS SHALL
 INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:
 ***WATER CLOSETS
 *** LAVATORIES (INCLUDE THERMOSTATIC MIXING VALVES; FPC
 PL 419.5)
 ***SINKS
 ***URINALS
 ***SHOWERS (INCLUDE THERMOSTATIC MIXING CONTROL VALVES;
 FPC PL 412.3)
 ***DRINKING FOUNTAINS
 ***HOSE BIBS
 ***WALL HYDRANTS
 ***TRAP PRIMER DEVICES
 ***ACCESS PANELS
 ITEMS SHALL INCLUDE APPLICABLE FAUCETS, CONTROL VALVES,
 ETC.
  
 22. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE A
 WATER HEATER SCHEDULE AND DETAIL SHOWING HEATER
 W/STORAGE CAPACITY, PIPING INCLUDING CW, HW, VALVES
 (INCLUDING VACUUM RELIEF VALVE IF APPLICABLE FBC PL
 504.2) , THERMAL EXPANSION CONTROL DEVICE (INCLUDING
 SIZE), T&P DISCHARGE (INCLUDING TERMINATION) AND WATER
 HEATER PAN AND DRAIN (INCLUDING TERMINATION) PER WPB
 FPC 107.2.1; COMPLY WITH FBC PL 607.1.1, 607.3, 613.1,
 503.1, 504.1, 504.4, 504.4.1, 504.5, 504.6, 504.7,
 504.7.1 AND 504.7.2.
 PROVIDE ENERGY EFFICIENCY SHOWING COMPLIANCE WITH FBC
 EC TABLE C404.2.
  
 23. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE A
 PLUMBING DRAIN SCHEDULE/SPECIFICATION
 ***FLOOR DRAINS
 ***GD
  
 24. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE SUMP
 PUMP SCHEDULE/SPECIFICATION
  
 25. PER FBC EC C404.5.1, TABLE C404.5.1, 1/2 INCH HOT
 WATER TO PUBLIC LAVATORY SHALL NOT EXCEED 2 FEET FROM
 SOURCE.
 PLEASE NOTE PER FBC PL 607.2, THE DEVELOPED LENGTH OF
 HOT OR TEMPERED WATER IN GENERAL SHALL NOT EXCEED 50
 FEET FROM THE SOURCE. RECIRCULATING SYSTEM PIPING AND
 HEAT-TRACED PIPING SHALL BE CONSIDERED TO BE SOURCES OF
 HOT OR TEMPERED WATER.
 IF A RECIRCULATING HOT WATER SYSTEM IS PROVIDED,
 PROVIDE A RECIRC PUMP SCHEDULE/SPECIFICATION & DETAIL
  
 26. PER WPB FBC 107.2.1, PROVIDE INSULATION
 SPECIFICATION SPEC FOR HOT WATER INSULATION COMPLY WITH
 FBC EC C404.4 (A-E) AND TABLE C403.2.10.
 THE FOLLOWING PIPING SHALL BE INSULATED TO LEVELS SHOWN
 IN TABLE C403.2.10:
 ***A) RECIRCULATING SYSTEM PIPING, INCLUDING THE SUPPLY
 AND RETURN PIPING OF A CIRCULATING TANK TYPE WATER
 HEATER.
 ***B) THE FIRST 8 FEET OF OUTLET PIPING FOR A
 CONSTANT-TEMPERATURE NONRECIRCULATING STORAGE SYSTEM.
 ***C) THE FIRST 8 FEET OF BRANCH PIPING CONNECTING TO
 RECIRCULATED, HEAT-TRACED, OR IMPEDANCE HEATED PIPING.
 ***D) THE INLET PIPING BETWEEN THE STORAGE TANK AND A
 HEAT TRAP IN A NONRECIRCULATING STORAGE SYSTEM.
 ***E) PIPING THAT IS EXTERNALLY HEATED (SUCH AS HEAT
 TRACE OR IMPEDANCE HEATING).
  
 27. PER WPB FBC 107.2.1, PROVIDE PIPE HANGER AND
 SUPPORT DETAILS SHOWING COMPLIANCE WITH FBC PL TABLE
 308.5.
  
 28. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE A
 CROSS-SECTION SHOWER WALL/FLOOR/DRAIN AND THRESHOLD
 DETAIL TO SHOW COMPLIANCE WITH FBC PL 421.5.2, 421.4.1,
 421.5
  
 29. PER FBC FL 1002.4.1, PROVIDE TRAP SEAL PROTECTION
 FOR THE FLOOR DRAIN. PER WPB FBC 107.2.1, PROVIDE A
 TRAP SEAL PROTECTION SPECIFICATION AND DETAIL COMPLYING
 WITH ONE OF THE FOLLOWING: FBC 1002.4.1.1, 1002.4.1.2,
 1002.4.1.3 OR 1002.4.1.4.
  
  
  
 END OF COMMENTS.
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 PLEASE PROVIDE A COMPREHENSIVE RESPONSE LETTER
 ADDRESSING EACH ITEM.
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER PX928
 PLUMBING INSPECTOR BN2148
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 MOBILE 561-246-0882
  
Review Stop R ROOF PLAN REVIEW
Rev No 6 Status P Date 2023-03-27 Cont ID  
Sent By rmcphers Date 2023-03-27 Time 09:38 Rev Time 0.00
Received By rmcphers Date 2023-03-27 Time 09:38 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 5 Status F Date 2023-03-15 Cont ID  
Sent By rmcphers Date 2023-03-15 Time 16:22 Rev Time 0.00
Received By rmcphers Date 2023-03-15 Time 16:22 Sent To  
Notes
2023-03-15 16:23:04SEE BUILDING PLAN REVIEW
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2023-02-13 Cont ID  
Sent By rmcphers Date 2023-02-13 Time 13:13 Rev Time 0.00
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Notes
2023-02-13 13:13:53SEE BUILDING PLAN REVIEW
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2023-01-30 Cont ID  
Sent By rmcphers Date 2023-01-30 Time 07:51 Rev Time 0.00
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Notes
2023-01-30 07:52:17SEE BUILDING PLAN REVIEW
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2023-01-09 Cont ID  
Sent By rmcphers Date 2023-01-09 Time 15:45 Rev Time 0.00
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Notes
2023-01-09 15:45:29SEE BUILDING PLAN REVIEW
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2022-11-30 Cont ID  
Sent By rmcphers Date 2022-11-30 Time 15:13 Rev Time 0.00
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Notes
2022-11-30 15:14:08SEE BUILDING PLAN REVIEW
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 6 Status P Date 2023-04-05 Cont ID  
Sent By rmcphers Date 2023-04-05 Time 11:31 Rev Time 0.00
Received By rmcphers Date 2023-04-05 Time 11:31 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status P Date 2023-03-15 Cont ID  
Sent By rmcphers Date 2023-03-15 Time 16:35 Rev Time 0.00
Received By rmcphers Date 2023-03-15 Time 16:34 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status F Date 2023-02-13 Cont ID  
Sent By rmcphers Date 2023-02-13 Time 11:46 Rev Time 0.00
Received By rmcphers Date 2023-02-13 Time 11:46 Sent To  
Notes
2023-02-13 13:18:39SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) THE SIGNED AND SEALED THRESHOLD INSPECTOR FORM DOES
 NOT SHOW AS DIGITALLY SIGNED IN ADOBE READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED TO BE USED IN
 ELECTRONIC PLAN REVIEW. (A CERTIFICATE-BASED DIGITAL
 SIGNATURE (OFTEN JUST CALLED A DIGITAL SIGNATURE) IS A
 SPECIFIC TYPE OF E-SIGNATURE).
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2023-01-30 Cont ID  
Sent By rmcphers Date 2023-01-30 Time 08:27 Rev Time 0.00
Received By rmcphers Date 2023-01-30 Time 08:27 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2023-01-09 Cont ID  
Sent By rmcphers Date 2023-01-09 Time 15:48 Rev Time 0.00
Received By rmcphers Date 2023-01-09 Time 15:48 Sent To  
Notes
2023-01-09 15:47:56SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWINGS S000, S001, S003, S004, S005, S100, S102,
 S103, S104,S105, S107, S109, S110, S111, S112, S114,
 S115, S117, S500, S601, S602 DO NOT SHOW AS DIGITALLY
 SIGNED IN ADOBE READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED TO BE USED IN
 ELECTRONIC PLAN REVIEW. (A CERTIFICATE-BASED DIGITAL
 SIGNATURE (OFTEN JUST CALLED A DIGITAL SIGNATURE) IS A
 SPECIFIC TYPE OF E-SIGNATURE).
  
2023-01-09 07:47:33MECHANICAL DIGITAL SIGNATURES APPROVED ME
2023-01-04 12:08:13ELECTRONIC SIGNATURES FOR PLUMBING PLANS ARE VALID. JS
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2022-11-30 Cont ID  
Sent By rmcphers Date 2022-11-30 Time 16:53 Rev Time 0.00
Received By rmcphers Date 2022-11-30 Time 16:48 Sent To  
Notes
2022-11-30 16:52:05SIGNATURE REVIEW
  
 CORRECTIONS NEEDED -
  
 1) DRAWINGS LS-1, S000,S001, S002, S100, S101, S102,
 S103, S104,S105, S107, S108, S109, S110, S111, S112,
 S115, S116, S200, S300, S400, S501, S601, S602 DO NOT
 SHOW AS DIGITALLY SIGNED IN ADOBE READER -
  
 SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO BE
 DIGITALLY/ELECTRONICALLY SIGNED TO BE USED IN
 ELECTRONIC PLAN REVIEW. (A CERTIFICATE-BASED DIGITAL
 SIGNATURE (OFTEN JUST CALLED A DIGITAL SIGNATURE) IS A
 SPECIFIC TYPE OF E-SIGNATURE).
  
2022-11-29 06:23:44MECHANICAL DIGITAL SIGNATURES APPROVED ME
2022-11-07 16:38:38ELECTRONIC SIGNATURE CERTIFICATE FOR PLUMBING PLANS
 NOTES "THE SELECTED CERTIFICATE HAS ERRORS; INVALID
 POLICY CONSTRAINT". PLEASE CORRECT. JS
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 6 Status P Date 2023-03-22 Cont ID  
Sent By rmcphers Date 2023-03-22 Time 15:14 Rev Time 0.00
Received By rmcphers Date 2023-03-22 Time 15:14 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 5 Status F Date 2023-03-15 Cont ID  
Sent By rmcphers Date 2023-03-15 Time 16:23 Rev Time 0.00
Received By rmcphers Date 2023-03-15 Time 16:23 Sent To  
Notes
2023-03-15 16:23:46SEE BUILDING PLAN REVIEW
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 4 Status F Date 2023-02-13 Cont ID  
Sent By rmcphers Date 2023-02-13 Time 13:14 Rev Time 0.00
Received By rmcphers Date 2023-02-13 Time 13:14 Sent To  
Notes
2023-02-13 13:14:38SEE BUILDING PLAN REVIEW
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status F Date 2023-01-30 Cont ID  
Sent By rmcphers Date 2023-01-30 Time 07:52 Rev Time 0.00
Received By rmcphers Date 2023-01-30 Time 07:52 Sent To  
Notes
2023-01-30 07:57:16THRESHOLD BUILDING
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 NOTE: THIS STRUCTURE IS CONSIDERED A THRESHOLD BUILDING
 PER FS 553.71 12) "THRESHOLD BUILDING" MEANS ANY
 BUILDING WHICH IS GREATER THAN THREE STORIES OR 50 FEET
 IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
 CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE
 WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE
 "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS".
 YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 1) THRESHOLD INSPECTOR: WPB AMENDMENT 110.8.1 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY 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. SEE "GUIDELINES
 AND POLICIES FOR PROJECTS CONCERNING THRESHOLD/SPECIAL
 INSPECTORS AND RESIDENT INSPECTORS".
  
  
  
  
  
  
  
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2023-01-09 Cont ID  
Sent By rmcphers Date 2023-01-09 Time 15:48 Rev Time 0.00
Received By rmcphers Date 2023-01-09 Time 15:48 Sent To  
Notes
2023-01-09 15:50:38THRESHOLD BUILDING
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 NOTE: THIS STRUCTURE IS CONSIDERED A THRESHOLD BUILDING
 PER FS 553.71 12) "THRESHOLD BUILDING" MEANS ANY
 BUILDING WHICH IS GREATER THAN THREE STORIES OR 50 FEET
 IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
 CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE
 WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE
 "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS".
 YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 1) THRESHOLD INSPECTOR: WPB AMENDMENT 110.8.1 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY 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. SEE "GUIDELINES
 AND POLICIES FOR PROJECTS CONCERNING THRESHOLD/SPECIAL
 INSPECTORS AND RESIDENT INSPECTORS".
  
  
  
  
  
  
  
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2022-11-30 Cont ID  
Sent By rmcphers Date 2022-11-30 Time 16:53 Rev Time 0.00
Received By rmcphers Date 2022-11-30 Time 16:53 Sent To  
Notes
2022-11-30 16:56:41THRESHOLD BUILDING
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 NOTE: THIS STRUCTURE IS CONSIDERED A THRESHOLD BUILDING
 PER FS 553.71 12) "THRESHOLD BUILDING" MEANS ANY
 BUILDING WHICH IS GREATER THAN THREE STORIES OR 50 FEET
 IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY
 CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE
 WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE
 "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS".
 YOU CAN E MAIL ME AND ASK FOR A COPY.
  
 1) THRESHOLD BLDG. REQUIRED STATEMENT: W.P.B. AMENDMENT
 110.8.4.4 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 MINIMUM
 BUILDING CODES AND THE APPLICABLE FIRE-SAFETY STANDARDS
 AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH
 THIS SECTION AND CHAPTER 633 FLORIDA STATUTES.
  
 2) THRESHOLD INSPECTOR: WPB AMENDMENT 110.8.1 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY 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. SEE "GUIDELINES
 AND POLICIES FOR PROJECTS CONCERNING THRESHOLD/SPECIAL
 INSPECTORS AND RESIDENT INSPECTORS".
  
  
  
  
  
  
  
  
  
Review Stop Z ZONING
Rev No 7 Status P Date 2023-04-07 Cont ID  
Sent By ckimmerl Date 2023-04-07 Time 14:00 Rev Time 0.00
Received By ckimmerl Date 2023-04-07 Time 12:41 Sent To  
Notes
2023-04-07 14:00:31ZONING COMMENTS
 1. SHEET A0-002 PROJECT DATA SHOWS INCORRECT FAR
 DIAGRAMS AND DATA TABLE REFLECTS OLDER NUMBERS. [NOT
 SATISFIED 3.28.23] REGARDLESS OF GREY HATCHED AREAS,
 THE FOOTPRINT DIAGRAMS/DRAWINGS ARE INCORRECT AND DOES
 NOT MATCH APPROVAL SET. DRAWINGS REFLECT OLD SITE
 DESIGN WHICH HAS BEEN ALTERED. AREA SCHEDULE
 (GROSS BUILDING AREA) TABLE CALCULATIONS DO NOT MATCH
 THE APPROVED SET, PLEASE NOTE CHANGES IN EACH FLOORS
 GBA AND TOTAL (WHEN ADDED UP EQUALS 1,128,080SF,
 APPROVED SET WAS 1,296,814 SF). BIKE SPACES REDUCED
 FROM 618 SPACES IN APPROVED SET TO 324 IN THIS SET,
 WHAT IS THE REASON FOR THIS REDUCTION? ARE BIKE SPACES
 DISTRIBUTED EVENLY ACROSS THE PROJECT SITE?
 RESPONSE: FAR DIAGRAMS WERE UPDATED TO REFLECT THE
 APPROVED SET COMBINED WITH THE CURRENT DESIGN. THE AREA
 TABLES ARE UPDATED AND THE ORIGINAL FAR TABLE IS
 INCLUDED IN THE REVISED SHEET FOR CLARITY. NUMBER OF
 BIKE SPACES WERE REDUCED SINCE THE RESIDENTIAL
 COMPONENT WASN???T INCLUDED IN THIS PHASE. REGARDLESS,
 WE ADDED THE MISSING SPACED IN THIS REVISION TO MATCH
 THE QUANTITIES IN THE APPROVED SITE PLAN.
 REFER TO REVISED SUBMITTED SHEET WHERE NEW BIKE STORAGE
 AREA ARE PROPOSED.
  
 ZONING 4.7.23 [SATISFIED]
  
 2. SHEET A1-101 GROUND LEVEL APPEARS TO SHOW OLDER
 VERSION OF LANDSCAPING AND STREET TREE CONFIGURATION
 ALONG CLEARWATER DRIVE AND BANYAN FRONTAGES. IN A1-200
 NORTHERN PORTION OF GROUNDLEVEL SHOWS ALTERATIONS TO
 PARKING RAMPS AND ADA SPACES WHICH APPEAR TO POSE
 ACCESSIBILITY ISSUES WITH NAVIGATING BEHIND OTHER
 PARKING SPACES AND ACROSS DRIVE AISLE. SHEET DOES NOT
 REFLECT THE GROUND LEVEL OF THE RESENTIAL TOWER AT THE
 MID-BLOCK PORTION OF THE SITE ALONG CLEARWATER DRIVE.
 [PARTIALLY SATISFIED 3.28.23] A1-101 REVISIONS ARE
 OKAY. FOR SHEET A1-200, THE ADA SPACE APPEARS TO POSE
 ACCESSIBILITY AND SAFETY ISSUES WITH NAVIGATING BEHIND
 PARKED CARS AND ACROSS THE DRIVE AISLE. AREA NOW NEEDS
 A MARKED TURNAROUND SPACE FOR CARS, AS IT IS A DEAD-END
 CORRIDOR. WHY WAS THIS PORTION OF THE GROUND FLOOR
 CHANGED FROM THE APPROVAL? APPEARS EGRESS RAMP PUSHED
 BACK, LOADING SPACE INCLUDES A BUFFER, NEW BIKE
 ROOM/RESTROOMS, AND ADA RECONFIGURATION.
 RESPONSE: CORRECT, PARKING RAMPS WERE ALTERED AFTER
 COORDINATION WITH THE STRUCTURAL DESIGN, WITH THE MAIN
 INTENTION OF PROVIDING LESS-STEEP SLOPES. FOR THAT
 REASON, RAMPS ARE LONGER IN THE CURRENT DESIGN,
 ALTERING THE AREA ON THE GROUND FLOOR AND REDUCING THE
 AREA OF THE BIKE STORAGES IN THE UPPER LEVELS. THE
 DISTRIBUTION OF THE ADA SPACES IS MODIFIED TO AVOID ANY
 USER WALKING BEHIND A PARKED CAR. THE SPACE ACROSS FROM
 THE DRIVEWAY (UNDER THE RAMP) IS CROSSING PERPENDICULAR
 TO THE DRIVEWAY, CONFIGURATION ALLOWED BY THE ADA CODE,
 AS LONG AS HAVING THE PROPER MARKINGS.
  
 ZONING 4.7.23 [SATISFIED]
  
 3. PLEASE INDICATE LOCATION OF ALL ADA SPACES ON ALL
 LEVELS OF THE PARKING GARAGE. PLEASE PROVIDE TABULAR
 DATA OF TOTAL PARKING SPACE COUNT, ADA SPACE COUNT,
 NOTE ANY DESIGNATED SPACES FOR COUNTY/SFRTA, AND NOTATE
 ANY REDUCTIONS OR RELOCATIONS FROM THE APPROVED PLANS.
 [NOT SATISFIED 3.28.23] PARKING TABLE ADJUSTED AND
 APPEARS TO MEET REQUIREMENTS FOR APPROVED PROJECT.
 PLANS SHOW 5 FT. ADA AISLES IN VARIOUS LOCATIONS ON
 EACH PARKING LEVEL BUT ONLY A HANDFUL OF SPACES SHOWN
 TO BE ADA DESIGNATED (FOR EXAMPLE: SHEET A1-203 & SHEET
 A1-204 ONLY SHOWS 1 DESIGNATED ADA SPACE ON NORTH
 GARAGE PORTION BUT ILLUSTRATES 8 TOTAL SPACES WITH A
 STRIPED 5' AISLE ADJACENT TO THEM, BETWEEN BOTH NORTH
 AND SOUTH PORTIONS). ON A1-203 & A1-204 ADA SPACE NO
 LONGER LOCATED ADJACENT TO ELEVATOR CORRIDOR. MINOR
 REVISION BUT PLEASE CLEARLY INDICATE WHICH SPACES ARE
 ADA (12X18) AND WHICH ARE REGULAR OR COMPACT SPACES.
 RESPONSE: ADA SYMBOLS AREA ADDED TO ALL DESIGNATED ADA
 SPACES IN ALL THE LEVELS. REFER TO REVISED SHEETS: A1-
 203, A1-206, A1-209, A1-212 AND A1-215
  
 ZONING 4.7.23 [SATISFIED]
  
 4. SHEET A1-206 NORTHERN GARAGE FOR LEVEL 3 REMOVES 44
 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
 [NOT SATISFIED 3.28.23] BIKE COUNT HAD BEEN ADJUSTED,
 STILL WITHIN MINIMUM REQUIRED. BIKE SPACES ON A1-203
 AND A1-204 CHANGED TO BE ALONG EASTERN PORTION OF
 GARAGE, IS THIS AN ENCLOSED ROOM? IF SO WHAT IS THE SF
 AND INTERNAL LAYOUT OR BIKE RACK CONFIGURATION/DETAILS.
 IS THIS FENCED IN OR OPEN?
 RESPONSE: NUMBER OF BIKE STORAGES WERE ADDED TO MATCH
 QUANTITIES IN THE APPROVED SITE PLANS. REFER TO REVISED
 SHEETS (A1-203, A1-206, A1-209, A1-212 AND A1- 215).
 THE SPACES WERE DISTRIBUTED IN AVAILABLE AREAS AMONG
 THE NORTH BUILDING. THE PROPOSED BIKE STORAGES ARE
 INTENDED TO BE FENCED SPACES.
  
 ZONING 4.7.23 [SATISFIED]
  
 5. SHEET A1-209 NORTHERN GARAGE FOR LEVEL 4 REMOVES 44
 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
 [NOT SATISFIED 3.28.23] SEE NEW COMMENT 3.
 RESPONSE: NUMBER OF BIKE STORAGES WERE ADDED TO MATCH
 QUANTITIES IN THE APPROVED SITE PLANS. REFER TO REVISED
 SHEETS (A1-203, A1-206, A1-209, A1-212 AND A1- 215).
  
 ZONING 4.7.23 [SATISFIED]
  
 6. SHEET A1-212 NORTHERN GARAGE FOR LEVEL 5-7 REMOVES
 44 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
 [NOT SATISFIED 3.28.23] SEE NEW COMMENT #3 RESPONSE:
 NUMBER OF BIKE STORAGES WERE ADDED TO MATCH QUANTITIES
 IN THE APPROVED SITE PLANS. REFER TO REVISED SHEETS
 (A1-203, A1-206, A1-209, A1-212 AND A1- 215).
  
 ZONING 4.7.23 [SATISFIED]
  
 7. SHEET A1-215 NORTHERN GARAGE FOR LEVEL 8 REMOVES 44
 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
 [NOT SATISFIED 3.28.23] SEE NEW COMMENT 3.
 RESPONSE: NUMBER OF BIKE STORAGES WERE ADDED TO MATCH
 QUANTITIES IN THE APPROVED SITE PLANS. REFER TO REVISED
 SHEETS (A1-203, A1-206, A1-209, A1-212 AND A1- 215).
 ZONING 4.7.23 [SATISFIED]
  
  
 NEW ZONING COMMENTS 3.28.23
 1. SHEET A1-101 - OVERALL GROUND FLOOR PLAN, GRAPHIC
 ERROR OR MISLABELED LAYER FOR ADA SPACES ADJACENT TO
 LOADING AREA AND RAMP AS COMPARED TO SHEET A1-200 NORTH
 GARAGE GROUND FLOOR PLAN.
 RESPONSE: NOTED. GRAPHIC ERROR HAS BEEN CORRECTED AND
 IS COORDINATED WITH THE VERSION SHOWN IN SHEET A1-200.
  
 ZONING 4.7.23 [SATISFIED]
  
 2. SHEET A1-203 SHOWS NEW PEDESTRIAN PATH BETWEEN RAMP
 AND PARKING SPACES, WHAT IS THE CIRCULATION OR ROUTE
 FOR PATRONS? FORCES ADA PATRONS TO CROSS DRIVE AISLE
 BETWEEN THE RAMPS TO ACCESS ELEVATORS, ADA SPACES
 SHOULD BE ADJACENT TO ELEVATOR.
 RESPONSE: CURRENT DESIGN WAS MODIFIED DUE TO
 COORDINATION THE STRUCTURAL DESIGN AND COLUMN LOCATIONS
 AND NEW RAMP CONFIGURATION. REGARDLESS, THE PEDESTRIAN
 PATH FOR PATRONS IS THE SAME, PATRONS ARE CROSSING THE
 DRIVE ISLE TO ACCESS THE ELEVATORS IN THE SAME WAY AS
 BEFORE. THE CURRENT DESIGN REDUCED THE WIDTH OF THE
 ACCESS TO THE ELEVATOR AND STAIR, BUT IT IS STILL IN
 COMPLIANCE WITH MINIMUM CLEARANCE ALLOWED. THE PROPOSED
 ADA SPACE (INSIDE THE COUNTY PARKING AREA) WAS
 RELOCATED TO AVOID ANY SAFETY ISSUES HAVING TO
 CIRCULATE BEHIND PARKED CARS. REFER TO REVISED SHEET
 A1-203.
  
 ZONING 4.7.23 [SATISFIED]
  
 3. PLEASE CLARIFY DATA TABLE ON SHEET A0-002 FOR
 VEHICULAR PARKING, SPECIFICALLY THE BICYCLE PARKING
 COUNT. THERE ARE PORTIONS OF THE TABLE WHICH SAY 0
 SPACES ARE PROVIDED, AND 324 SPACES ARE PROVIDED FOR
 RETAIL. EACH USE COMMERCIAL VS RESIDENTIAL VS
 MICROUNITS HAVE THEIR OWN BICYCLE PARKING
 REQUIREMENTS/COUNTS. ARE ALL THE BICYCLE SPACES NOW
 LOCATED WITHIN THE GARAGE, OR ARE THERE STILL BICYCLE
 ROOMS WITHIN THE RESIDENTIAL TOWERS? BICYCLE
 REQUIREMENTS ARE TIED TO THE USE AND ASSOCIATED PARKING
 COUNT FOR EACH USE, I.E. 200 RESIDENTIAL PARKING SPACES
 REQUIRES 14 BICYCLE SPACES TO BE WITHIN A SECURED ROOM.
 PLEASE ADVISE.
 RESPONSE: TABLE IS UPDATED TO MATCH QUANTITIES FROM THE
 APPROVED SITE PLANS SET. REFER TO REVISED SHEET A0-002
  
 ZONING 4.7.23 [SATISFIED]
  
 4. DUE TO ALTERATIONS IN PLANS FROM THE ORIGINAL SITE
 PLAN APPROVAL, PRIOR TO FINAL CO OF 134 CLEARWATER DR.
 (TRANSIT VILLAGE) THE AS-BUILT DRAWINGS WILL NEED TO BE
 SUBMITTED UNDER AN APPLICATION FOR A MINOR SITE PLAN
 AMENDMENT (SO THE FINAL PLAN SETS ARE ACCURATELY
 REFLECTED AND ON RECORD).
 RESPONSE:RESPONSE: ACKNOWLEDGED
  
 ZONING 4.7.23 [SATISFIED] - APPROVAL PROVISO.
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 [email protected] 561-822-1426
Review Stop Z ZONING
Rev No 6 Status F Date 2023-03-28 Cont ID  
Sent By ckimmerl Date 2023-03-28 Time 15:22 Rev Time 0.00
Received By ckimmerl Date   Time   Sent To  
Notes
2023-03-28 15:16:251. SHEET A0-000 COVER PAGE SHOWS INCORRECT RENDERING OF
 PROJECT.
 [SATISFIED 3.28.23]
  
 2. SHEET A0-002 PROJECT DATA SHOWS INCORRECT FAR
 DIAGRAMS AND DATA TABLE REFLECTS OLDER NUMBERS.
 [NOT SATISFIED 3.28.23] REGARDLESS OF GREY HATCHED
 AREAS, THE FOOTPRINT DIAGRAMS/DRAWINGS ARE INCORRECT
 AND DOES NOT MATCH APPROVAL SET. DRAWINGS REFLECT OLD
 SITE DESIGN WHICH HAS BEEN ALTERED. AREA SCHEDULE
 (GROSS BUILDING AREA) TABLE CALCULATIONS DO NOT MATCH
 THE APPROVED SET, PLEASE NOTE CHANGES IN EACH FLOORS
 GBA AND TOTAL (WHEN ADDED UP EQUALS 1,128,080SF,
 APPROVED SET WAS 1,296,814 SF). BIKE SPACES REDUCED
 FROM 618 SPACES IN APPROVED SET TO 324 IN THIS SET,
 WHAT IS THE REASON FOR THIS REDUCTION? ARE BIKE SPACES
 DISTRIBUTED EVENLY ACROSS THE PROJECT SITE?
  
 3. SHEET A0-000 THROUGH A6-104 SHOWS THE OLDER RENDING
 OF PROJECT IN TITLE BLOCK.
 [SATISFIED 3.28.23] RENDERING UPDATED WITHIN REVISED
 SHEETS.
  
 4. SHEET A1-100 SITE PLAN APPEARS TO SHOW OLDER VERSION
 OF LANDSCAPING AND STREET TREE CONFIGURATION ALONG
 CLEARWATER DRIVE AND BANYAN FRONTAGES. SHOULD BE A
 SINGLE ROW OF STREET TREES CLOSE TO CURB/ALONG THE
 EASEMENT LINE FOR WATERMAIN ALONG CLEARWATER. BANAYN
 FRONTAGE HAS CLEAR SIGHTLINE AT INTERSECTION FO
 CLEARWATER AND BANYAN.
 [SATISFIED 3.28.23]
  
 5. SHEET A1-101 GROUND LEVEL APPEARS TO SHOW OLDER
 VERSION OF LANDSCAPING AND STREET TREE CONFIGURATION
 ALONG CLEARWATER DRIVE AND BANYAN FRONTAGES. IN A1-200
 NORTHERN PORTION OF GROUNDLEVEL SHOWS ALTERATIONS TO
 PARKING RAMPS AND ADA SPACES WHICH APPEAR TO POSE
 ACCESSIBILITY ISSUES WITH NAVIGATING BEHIND OTHER
 PARKING SPACES AND ACROSS DRIVE AISLE. SHEET DOES NOT
 REFLECT THE GROUND LEVEL OF THE RESENTIAL TOWER AT THE
 MID-BLOCK PORTION OF THE SITE ALONG CLEARWATER DRIVE.
 [PARTIALLY SATISFIED 3.28.23] A1-101 REVISIONS ARE
 OKAY. FOR SHEET A1-200, THE ADA SPACE APPEARS TO POSE
 ACCESSIBILITY AND SAFETY ISSUES WITH NAVIGATING BEHIND
 PARKED CARS AND ACROSS THE DRIVE AISLE. AREA NOW NEEDS
 A MARKED TURNAROUND SPACE FOR CARS, AS IT IS A DEAD-END
 CORRIDOR. WHY WAS THIS PORTION OF THE GROUND FLOOR
 CHANGED FROM THE APPROVAL? APPEARS EGRESS RAMP PUSHED
 BACK, LOADING SPACE INCLUDES A BUFFER, NEW BIKE
 ROOM/RESTROOMS, AND ADA RECONFIGURATION.
  
 6. PLEASE CLOUD AND PROVIDE A NARRATIVE OR HIGHLIGHT
 ALL CHANGES TO PLAN THE SETS FROM THE APPROVED SITE
 PLAN SETS.
 [SATISFIED 3.28.23]
  
 7. SEVERAL DRAWING SHEETS ARE DATED OR SIGNED PRIOR TO
 THE SITE PLAN APPROVAL.
 THE ARCHITECTURAL PLANS SUBMITTED WITH PERMIT DO NOT
 MATCH THE APPROVED SITE PLANS. SOME OF THE SUBMITTED
 PLANS ARE DATED 12.13.22 AND SIGNED ON 12.16.22, THE
 FINAL SITE PLAN APPROVAL SET WAS DATED 12.16.22 AND
 SIGNED ON 01.05.23. PLEASE SUBMIT THE CORRECT SET OF
 DRAWINGS AND MAKE SURE DRAWINGS ARE LATEST.
 [SATISFIED 3.28.23]
  
 8. SHEET A1-204 SOUTHERN GARAGE FOR LEVEL 2 APPEARS TO
 HAVE ADJUSTED THE STAIR LOCATION.
 [SATISFIED 3.28.23] LAFE SAFETY ALTERATION
  
 9. PLEASE INDICATE LOCATION OF ALL ADA SPACES ON ALL
 LEVELS OF THE PARKING GARAGE. PLEASE PROVIDE TABULAR
 DATA OF TOTAL PARKING SPACE COUNT, ADA SPACE COUNT,
 NOTE ANY DESIGNATED SPACES FOR COUNTY/SFRTA, AND NOTATE
 ANY REDUCTIONS OR RELOCATIONS FROM THE APPROVED PLANS.
 [NOT SATISFIED 3.28.23] PARKING TABLE ADJUSTED AND
 APPEARS TO MEET REQUIREMENTS FOR APPROVED PROJECT.
 PLANS SHOW 5 FT. ADA AISLES IN VARIOUS LOCATIONS ON
 EACH PARKING LEVEL BUT ONLY A HANDFUL OF SPACES SHOWN
 TO BE ADA DESIGNATED (FOR EXAMPLE: SHEET A1-203 & SHEET
 A1-204 ONLY SHOWS 1 DESIGNATED ADA SPACE ON NORTH
 GARAGE PORTION BUT ILLUSTRATES 8 TOTAL SPACES WITH A
 STRIPED 5' AISLE ADJACENT TO THEM, BETWEEN BOTH NORTH
 AND SOUTH PORTIONS). ON A1-203 & A1-204 ADA SPACE NO
 LONGER LOCATED ADJACENT TO ELEVATOR CORRIDOR. MINOR
 REVISION BUT PLEASE CLEARLY INDICATE WHICH SPACES ARE
 ADA (12X18) AND WHICH ARE REGULAR OR COMPACT SPACES.
  
 10. SHEET A1-206 NORTHERN GARAGE FOR LEVEL 3 REMOVES 44
 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
 [NOT SATISFIED 3.28.23] BIKE COUNT HAD BEEN ADJUSTED,
 STILL WITHIN MINIMUM REQUIRED. BIKE SPACES ON A1-203
 AND A1-204 CHANGED TO BE ALONG EASTERN PORTION OF
 GARAGE, IS THIS AN ENCLOSED ROOM? IF SO WHAT IS THE SF
 AND INTERNAL LAYOUT OR BIKE RACK CONFIGURATION/DETAILS.
 IS THIS FENCED IN OR OPEN?
  
 11. PLEASE PROVIDE DRIVE AISLE DIMENSIONS OR WIDTHS ON
 ALL PARKING GARAGE LEVELS (EX.A1-206, A1-207, ETC. HAS
 DIMENSIONS MISSING).
 [SATISFIED 3.28.23]
  
 12. SHEET A1-209 NORTHERN GARAGE FOR LEVEL 4 REMOVES 44
 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
 [NOT SATISFIED 3.28.23] SEE NEW COMMENT 3.
  
 13. SHEET A1-212 NORTHERN GARAGE FOR LEVEL 5-7 REMOVES
 44 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
 [NOT SATISFIED 3.28.23] SEE NEW COMMENT 3.
  
 14.SHEET A1-215 NORTHERN GARAGE FOR LEVEL 8 REMOVES 44
 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
 [NOT SATISFIED 3.28.23] SEE NEW COMMENT 3.
  
 15. PLEASE PROVIDE PARKING STALL DETAIL WITHIN ARCH
 SETS.
 [SATISFIED 3.28.23]
  
 16. PLEASE PROVIDE GARAGE SCREENING DETAILS AND
 MATERIAL DETAILS WITH THE ELEVATION DRAWINGS.
 [SATISFIED 3.28.23]
  
 17. DOUBLE CHECK LANDSCAPE SHEETS TO REFLECT APPROVAL.
 285 GROUND LEVEL LANDSCAPE PLAN APPEARS TO MISS STREE
 TREES ALONG BANYAN FRONTAGE.
 [SATISFIED 3.28.23]
  
  
  
 NEW COMMENTS [3.28.23]:
 1. SHEET A1-101 - OVERALL GROUND FLOOR PLAN, GRAPHIC
 ERROR OR MISLABELED LAYER FOR ADA SPACES ADJACENT TO
 LOADING AREA AND RAMP AS COMPARED TO SHEET A1-200 NORTH
 GARAGE GROUND FLOOR PLAN.
  
 2. SHEET A1-203 SHOWS NEW PEDESTRIAN PATH BETWEEN RAMP
 AND PARKING SPACES, WHAT IS THE CIRCULATION OR ROUTE
 FOR PATRONS? FORCES ADA PATRONS TO CROSS DRIVE AISLE
 BETWEEN THE RAMPS TO ACCESS ELEVATORS, ADA SPACES
 SHOULD BE ADJACENT TO ELEVATOR.
  
 3. PLEASE CLARIFY DATA TABLE ON SHEET A0-002 FOR
 VEHICULAR PARKING, SPECIFICALLY THE BICYCLE PARKING
 COUNT. THERE ARE PORTIONS OF THE TABLE WHICH SAY 0
 SPACES ARE PROVIDED, AND 324 SPACES ARE PROVIDED FOR
 RETAIL. EACH USE COMMERCIAL VS RESIDENTIAL VS
 MICROUNITS HAVE THEIR OWN BICYCLE PARKING
 REQUIREMENTS/COUNTS. ARE ALL THE BICYCLE SPACES NOW
 LOCATED WITHIN THE GARAGE, OR ARE THERE STILL BICYCLE
 ROOMS WITHIN THE RESIDENTIAL TOWERS? BICYCLE
 REQUIREMENTS ARE TIED TO THE USE AND ASSOCIATED PARKING
 COUNT FOR EACH USE, I.E. 200 RESIDENTIAL PARKING SPACES
 REQUIRES 14 BICYCLE SPACES TO BE WITHIN A SECURED ROOM.
 PLEASE ADVISE.
  
 2. DUE TO ALTERATIONS IN PLANS FROM THE ORIGINAL SITE
 PLAN APPROVAL, PRIOR TO FINAL CO OF 134 CLEARWATER DR.
 (TRANSIT VILLAGE) THE AS-BUILT DRAWINGS WILL NEED TO BE
 SUBMITTED UNDER AN APPLICATION FOR A MINOR SITE PLAN
 AMENDMENT (SO THE FINAL PLAN SETS ARE ACCURATELY
 REFLECTED AND ON RECORD).
  
  
  
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822-1426 [email protected]
  
  
  
  
Review Stop Z ZONING
Rev No 5 Status F Date 2023-03-07 Cont ID  
Sent By ckimmerl Date 2023-03-07 Time 10:43 Rev Time 0.00
Received By ckimmerl Date   Time   Sent To  
Notes
2023-03-07 10:12:001. SHEET A0-000 COVER PAGE SHOWS INCORRECT RENDERING OF
 PROJECT.
  
 2. SHEET A0-002 PROJECT DATA SHOWS INCORRECT FAR
 DIAGRAMS AND DATA TABLE REFLECTS OLDER NUMBERS.
  
 3. SHEET A0-000 THROUGH A6-104 SHOWS THE OLDER RENDING
 OF PROJECT IN TITLE BLOCK.
  
 4. SHEET A1-100 SITE PLAN APPEARS TO SHOW OLDER VERSION
 OF LANDSCAPING AND STREET TREE CONFIGURATION ALONG
 CLEARWATER DRIVE AND BANYAN FRONTAGES. SHOULD BE A
 SINGLE ROW OF STREET TREES CLOSE TO CURB/ALONG THE
 EASEMENT LINE FOR WATERMAIN ALONG CLEARWATER. BANAYN
 FRONTAGE HAS CLEAR SIGHTLINE AT INTERSECTION FO
 CLEARWATER AND BANYAN.
  
 5. SHEET A1-101 GROUND LEVEL APPEARS TO SHOW OLDER
 VERSION OF LANDSCAPING AND STREET TREE CONFIGURATION
 ALONG CLEARWATER DRIVE AND BANYAN FRONTAGES. IN A1-200
 NORTHERN PORTION OF GROUNDLEVEL SHOWS ALTERATIONS TO
 PARKING RAMPS AND ADA SPACES WHICH APPEAR TO POSE
 ACCESSIBILITY ISSUES WITH NAVIGATING BEHIND OTHER
 PARKING SPACES AND ACROSS DRIVE AISLE. SHEET DOES NOT
 REFLECT THE GROUND LEVEL OF THE RESENTIAL TOWER AT THE
 MID-BLOCK PORTION OF THE SITE ALONG CLEARWATER DRIVE.
  
 6. PLEASE CLOUD AND PROVIDE A NARRATIVE OR HIGHLIGHT
 ALL CHANGES TO PLAN THE SETS FROM THE APPROVED SITE
 PLAN SETS.
  
 7. SEVERAL DRAWING SHEETS ARE DATED OR SIGNED PRIOR TO
 THE SITE PLAN APPROVAL.
 THE ARCHITECTURAL PLANS SUBMITTED WITH PERMIT DO NOT
 MATCH THE APPROVED SITE PLANS. SOME OF THE SUBMITTED
 PLANS ARE DATED 12.13.22 AND SIGNED ON 12.16.22, THE
 FINAL SITE PLAN APPROVAL SET WAS DATED 12.16.22 AND
 SIGNED ON 01.05.23. PLEASE SUBMIT THE CORRECT SET OF
 DRAWINGS AND MAKE SURE DRAWINGS ARE LATEST.
  
 8. SHEET A1-204 SOUTHERN GARAGE FOR LEVEL 2 APPEARS TO
 HAVE ADJUSTED THE STAIR LOCATION.
  
 9. PLEASE INDICATE LOCATION OF ALL ADA SPACES ON ALL
 LEVELS OF THE PARKING GARAGE. PLEASE PROVIDE TABULAR
 DATA OF TOTAL PARKING SPACE COUNT, ADA SPACE COUNT,
 NOTE ANY DESIGNATED SPACES FOR COUNTY/SFRTA, AND NOTATE
 ANY REDUCTIONS OR RELOCATIONS FROM THE APPROVED PLANS.
  
 10. SHEET A1-206 NORTHERN GARAGE FOR LEVEL 3 REMOVES 44
 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
  
 11. PLEASE PROVIDE DRIVE AISLE DIMENSIONS OR WIDTHS ON
 ALL PARKING GARAGE LEVELS (EX.A1-206, A1-207, ETC. HAS
 DIMENSIONS MISSING).
  
 12. SHEET A1-209 NORTHERN GARAGE FOR LEVEL 4 REMOVES 44
 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
  
 13. SHEET A1-212 NORTHERN GARAGE FOR LEVEL 5-7 REMOVES
 44 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
  
 14.SHEET A1-215 NORTHERN GARAGE FOR LEVEL 8 REMOVES 44
 BICYCLE PARKING SPACES. WHERE HAVE THESE BEEN
 RELOCATED, WHAT IS THE TOTAL BICYCLE PARKING COUNT ON
 SITE?
  
 15. PLEASE PROVIDE PARKING STALL DETAIL WITHIN ARCH
 SETS.
  
 16. PLEASE PROVIDE GARAGE SCREENING DETAILS AND
 MATERIAL DETAILS WITH THE ELEVATION DRAWINGS.
  
 17. DOUBLE CHECK LANDSCAPE SHEETS TO REFLECT APPROVAL.
 285 GROUND LEVEL LANDSCAPE PLAN APPEARS TO MISS STREE
 TREES ALONG BANYAN FRONTAGE.
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822-1426 [email protected]
  
  
  
  
Review Stop Z ZONING
Rev No 4 Status F Date 2023-03-03 Cont ID  
Sent By ckimmerl Date 2023-03-03 Time 09:37 Rev Time 0.00
Received By ckimmerl Date 2023-03-03 Time 09:30 Sent To  
Notes
2023-03-03 09:37:31- THE ARCHITECTURAL PLANS SUBMITTED WITH PERMIT DO NOT
 MATCH THE APPROVED SITE PLANS. SUBMITTED PLANS ARE
 DATED 12.13.22 AND SIGNED ON 12.16.22, THE FINAL SITE
 PLAN APPROVAL SET WAS DATED 12.16.22 AND SIGNED ON
 01.05.23. PLEASE SUBMIT THE CORRECT SET OF DRAWINGS.
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822-1426 [email protected]
  
  
Review Stop Z ZONING
Rev No 3 Status F Date 2023-02-06 Cont ID  
Sent By ckimmerl Date 2023-02-06 Time 10:09 Rev Time 0.00
Received By ckimmerl Date 2023-02-06 Time 10:09 Sent To  
Notes
2023-02-06 10:09:33FAILED PER DISCUSSION WITH APPLICANT, ZONING SHALL
 REVIEW RESUBMITTAL.
Review Stop Z ZONING
Rev No 2 Status F Date 2022-12-28 Cont ID  
Sent By ckimmerl Date 2022-12-28 Time 14:30 Rev Time 0.00
Received By ckimmerl Date 2022-12-28 Time 14:30 Sent To  
Notes
2022-12-28 14:30:32FINAL SITE PLAN APPROVAL FOR TRANSIT VILLAGE HAS NOT
 BEEN ISSUED, ZONING WILL NOT PASS REVIEW UNTIL FINAL
 SITE PLAN LETTER IS ISSUED AND ALL COMMENTS/CONDITIONS
 HAVE BEEN OUTLINED.
Review Stop Z ZONING
Rev No 1 Status F Date 2022-12-15 Cont ID  
Sent By ckimmerl Date 2022-12-15 Time 11:31 Rev Time 0.00
Received By ckimmerl Date 2022-12-15 Time 11:30 Sent To  
Notes
2022-12-15 11:30:54FINAL SITE PLAN APPROVAL FOR TRANSIT VILLAGE HAS NOT
 BEEN ISSUED, ZONING WILL NOT PASS REVIEW UNTIL FINAL
 SITE PLAN LETTER IS ISSUED AND ALL COMMENTS/CONDITIONS
 HAVE BEEN OUTLINED.


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