Plan Review Stops For Permit 23040294 |
Review Stop |
AD |
ADDRESSING |
Rev No |
3 |
Status |
P |
Date |
2023-06-28 |
|
|
Cont ID |
|
Sent By |
cpuell |
Date |
2023-06-28 |
Time |
11:52 |
Rev Time |
0.00 |
Received By |
cpuell |
Date |
2023-06-28 |
Time |
11:52 |
Sent To |
|
|
Notes |
2023-06-28 11:55:17 | ADDRESS UPDATED TO 2195 OKEECHOBEE BLVD, APPLICANT | | INFORMED THE APPLICATION AND PLANS WILL NEED TO REFLECT | | THE NEW ADDRESSES. |
|
|
Review Stop |
AD |
ADDRESSING |
Rev No |
2 |
Status |
F |
Date |
2023-06-14 |
|
|
Cont ID |
|
Sent By |
cpuell |
Date |
2023-06-14 |
Time |
12:24 |
Rev Time |
0.00 |
Received By |
cpuell |
Date |
2023-06-14 |
Time |
12:24 |
Sent To |
|
|
Notes |
2023-06-14 12:24:10 | NEW BUILDING NEEDS TO BE ASSIGNED AN ADDRESS SO THAT | | THE ENTRANCES ON THE GROUND FLOOR FALLS IN LINE WITH | | THE CITY'S ROAD CENTER LINES. PLEASE CONTACT | | [email protected] OR CALL 561-805-6659 TO WORK ON | | THE ADDRESSING ISSUES. |
|
|
Review Stop |
AD |
ADDRESSING |
Rev No |
1 |
Status |
F |
Date |
2023-04-20 |
|
|
Cont ID |
|
Sent By |
cpuell |
Date |
2023-04-20 |
Time |
07:41 |
Rev Time |
0.00 |
Received By |
cpuell |
Date |
2023-04-20 |
Time |
07:41 |
Sent To |
|
|
Notes |
2023-04-20 07:47:21 | NEW BUILDING NEEDS TO BE ASSIGNED AN ADDRESS SO THAT | | THE ENTRANCES ON THE GROUND FLOOR FALLS IN LINE WITH | | THE CITY'S ROAD CENTER LINES. PLEASE CONTACT | | [email protected] OR CALL 561-805-6659 TO WORK ON | | THE ADDRESSING ISSUES. |
|
|
Review Stop |
AIPP |
ART IN PUBLIC PLACES |
Rev No |
3 |
Status |
P |
Date |
2023-07-27 |
|
|
Cont ID |
|
Sent By |
swelter |
Date |
2023-07-27 |
Time |
13:14 |
Rev Time |
0.00 |
Received By |
swelter |
Date |
2023-07-27 |
Time |
13:17 |
Sent To |
|
|
Notes |
2023-07-27 13:17:22 | DEVELOPER SATISFIED THE PUBLIC ART REQUIREMENT. |
|
|
Review Stop |
AIPP |
ART IN PUBLIC PLACES |
Rev No |
2 |
Status |
F |
Date |
2023-07-11 |
|
|
Cont ID |
|
Sent By |
swelter |
Date |
2023-07-11 |
Time |
13:33 |
Rev Time |
0.00 |
Received By |
swelter |
Date |
2023-07-11 |
Time |
13:37 |
Sent To |
|
|
Notes |
2023-07-11 13:37:41 | ART ASSESSMENT RCVD. 6.29.23 | | INVOICE SENT 6.29.23 | | PAYMENT DUE NOW. | | | | PAY AT CASHIER'S OFFICE 1ST FLOOR CITY HALL - INVOICE | | MUST ACCOMPANY PAYMENT. | | SEND PAYMENT RECIEPT TO [email protected] |
|
|
Review Stop |
AIPP |
ART IN PUBLIC PLACES |
Rev No |
1 |
Status |
F |
Date |
|
|
|
Cont ID |
|
Sent By |
|
Date |
2023-05-17 |
Time |
|
Rev Time |
0.00 |
Received By |
swelter |
Date |
2023-05-17 |
Time |
15:54 |
Sent To |
|
|
Notes |
2023-05-17 15:54:48 | DEVELOPMENT SUBJECT TO PUBLIC ART REQUIREMENT. | | PLEASE CONTACT SYBILLE WELTER AT [email protected] TO | | REVIEW THE REQUIREMENTS AND OPTIONS. | | |
|
|
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
F |
Date |
2023-06-23 |
|
|
Cont ID |
|
Sent By |
rmcphers |
Date |
2023-06-23 |
Time |
12:31 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2023-06-23 |
Time |
11:03 |
Sent To |
|
|
Notes |
2023-06-23 11:21:01 | NEW COMMERCIAL BUILDING | | 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 | | | | 2) ACCESSIBLE RESTROOM - PLEASE SHOW THE TOILET REAR | | GRAB BAR DIMENSIONS WITHOUT THE 6' DIMENSION FROM THE | | SIDE WALL - 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. | | | | 3) ACCESSIBLE RESTROOM - PLEASE USE THE WORDS | | "REFLECTIVE SURFACE" WHEN SHOWING THE DIMENSIONS 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 | | | | 4) ACCESSIBLE RESTROOM - THE TOILET VERTICAL GRAB BAR | | IS NOT REQUIRED - PLEASE SHOW THE 12" CLEARANCE ABOVE | | THE HORIZONTAL GRAB BAR - FBC A 609.3 THE SPACE BETWEEN | | THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 | | INCHES (305 MM) MINIMUM. | | | | 5) ACCESSIBLE RESTROOM - PLEASE SHOW THE MAXIMUM TOILET | | GRAB BAR HEIGHT TO THE TOP OF THE GRIPPING SURFACE NOT | | TO THE CENTER OF THE BAR - 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 | | | | 6) ACCESSIBLE RESTROOM - PLEASE SHOW THE SIZE OF THE | | TOILET STALL DOOR AND THE CLEAR FLOOR SPACE FOR THE | | DOOR MANEUVERING CLEARANCE - FBC A 404.2.3 AND 404.2.4 | | | | 7) NOT SURE IF THESE ITEMS ARE TO BE DEFERRED - PLEASE | | CLARIFY ON THE DRAWING - PLEASE PROVIDE COMPLETE (FRONT | | PAGES AND THE INSTALLATION INSTRUCTIONS) MIAMI DADE OR | | FLORIDA STATE PRODUCT APPROVALS FOR THE EXTERIOR | | WINDOWS, DOORS, LOUVERS AND ROOFING SYSTEMS - ALL | | PRODUCT APPROVALS NEED TO BE REVIEWED AND MARKED | | APPROVED BY THE BUILDING DESIGNER OF RECORD UNLESS | | LISTED ON THE DRAWING BY THE PRODUCT APPROVAL NUMBER - | | FBC 107.3.4 | | | | 8) PLEASE PROVIDE THE EXTERIOR WALL ALUMINUM COMPOSITE | | PANEL DETAILS - FBC 1609 | | | | 9) DRAWING C09 SHOWS THE FLOOR ELEVATION AT THE FRONT | | OF THE BUILDING AT 19.00 NAVD AND THE REAR OF THE | | BUILDING AT 18.00 NAVD - DRAWING C-05 SHOWS THE FLOOR | | ELEVATION AT 18.50 - PLEASE SHOW THE FLOOR ELEVATION TO | | MATCH ON ALL DRAWINGS. | | | | 10) NEED TO KNOW IF THE "BUILDING" IS IN THE AE 13.4 | | FLOOD ZONE - PLEASE SHOW THE DELINEATION LINE BETWEEN | | THE FLOOD ZONES X AND AE 13.4 ON A SURVEY OR THE CIVIL | | PLANS - IF THE BUILDING IS IN THE FLOOD ZONE A PROPOSED | | ELEVATION CERTIFICATE WILL BE NEEDED - FBC WPB 107.3.5 | | | | 11) ITEMS TO BE DEFERRED SUBMITTALS SHALL BE LISTED ON | | THE CONSTRUCTION DOCUMENTS - FBC WPB107.3.4.1 | | | | 12) SEPARATE PERMITS ARE REQUIRED FOR BUILDING DEMO, | | PARKING LOT, DUMPSTER ENCLOSURE - PLEASE ACKNOWLEDGE | | THIS. | | | | |
|
|
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2023-04-28 |
|
|
Cont ID |
|
Sent By |
rmcphers |
Date |
2023-04-28 |
Time |
10:20 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2023-04-27 |
Time |
11:47 |
Sent To |
|
|
Notes |
2023-04-28 10:20:31 | NEW COMMERCIAL BUILDING | | 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 | | | | 2) DRAWING G005 - DETAIL 4 - SHOWS THE ACCESSIBLE | | PARKING SPACE WIDTH AT 9' - THE MINIMUM ACCESSIBLE | | PARKING SPACE WIDTH IS 12 FEET - FBC A 502.2 | | | | 3) ACCESSIBLE RESTROOM - PLEASE SHOW THE TOILET REAR | | GRAB BAR DIMENSIONS WITHOUT THE 6' DIMENSION FROM THE | | SIDE WALL - 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. | | | | 4) ACCESSIBLE RESTROOM - PLEASE USE THE WORDS | | "REFLECTIVE SURFACE" WHEN SHOWING THE DIMENSIONS 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 | | | | 5) ACCESSIBLE RESTROOM - THE TOILET VERTICAL GRAB BAR | | IS NOT REQUIRED - PLEASE SHOW THE 12" CLEARANCE ABOVE | | THE HORIZONTAL GRAB BAR - FBC A 609.3 THE SPACE BETWEEN | | THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 | | INCHES (305 MM) MINIMUM. | | | | 6) ACCESSIBLE RESTROOM - PLEASE SHOW THE MAXIMUM TOILET | | GRAB BAR HEIGHT TO THE TOP OF THE GRIPPING SURFACE NOT | | TO THE CENTER OF THE BAR - 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 | | | | 7) ACCESSIBLE RESTROOM - PLEASE SHOW THE SIZE OF THE | | TOILET STALL DOOR AND THE CLEAR FLOOR SPACE FOR THE | | DOOR MANEUVERING CLEARANCE - FBC A 404.2.3 AND 404.2.4 | | | | 8) PLEASE SHOW THE ADVISORS SERVICE DESK HEIGHT AND | | CLEAR FLOOR SPACE TO COMPLY WITH FBC A 904.4 | | | | 9) PLEASE SHOW THE CUSTOMER AND EMPLOYEE PARKING AREAS | | IF THEY ARE IN THE GARAGE PLEASE SHOW THE ACCESSIBLE | | PARKING SPACES PER FBC A 208.3 | | | | 10) PLEASE SHOW THE ROOF HEIGHT TO THE TOP OF THE | | ELEVATOR/STAIR SHAFT - FBC 504.1 | | | | 11) DRAWING A 321 - DETAIL 5 SHOWS THE ROOF DECK AT 34' | | 5" AND THE TOP OF THE PARAPET AT 37' 9" - PLEASE SHOW | | THE REQUIRED GUARD - FBC 1015.2 | | | | 12) PLEASE SHOW THE DIMENSIONS FROM THE 2ND FLOOR DECK | | TO THE BOTTOM OF THE 2ND FLOOR WALL OPENINGS - 1015.2 | | WHERE REQUIRED. | | GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING | | SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, | | AISLES, STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED | | MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE | | FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES (914 | | MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS | | SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN | | ACCORDANCE WITH SECTION 1607.8. | | | | 13) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE | | INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE | | PRODUCT APPROVALS FOR THE EXTERIOR WINDOWS, DOORS, | | LOUVERS AND ROOFING SYSTEMS - ALL PRODUCT APPROVALS | | NEED TO BE REVIEWED AND MARKED APPROVED BY THE BUILDING | | DESIGNER OF RECORD UNLESS LISTED ON THE DRAWING BY THE | | PRODUCT APPROVAL NUMBER - FBC 107.3.4 | | | | 14) PLEASE PROVIDE THE EXTERIOR WALL ALUMINUM COMPOSITE | | PANEL DETAILS - FBC 1609 | | | | 15) PLEASE PROVIDE THE PRE CAST CONCRETE WALL | | CONNECTION DETAILS - FBC 1609 | | | | 16) PLEASE PROVIDE THE PRE CAST DOUBLE TEE CONNECTION | | DETAILS - FBC 1609 | | | | 17) ITEMS TO BE DEFERRED SUBMITTALS SHALL BE LISTED ON | | THE CONSTRUCTION DOCUMENTS - FBC WPB107.3.4.1 | | | | |
|
|
Review Stop |
E |
ELECTRICAL |
Rev No |
2 |
Status |
P |
Date |
2023-06-21 |
|
|
Cont ID |
|
Sent By |
mpeterso |
Date |
2023-06-21 |
Time |
16:25 |
Rev Time |
0.00 |
Received By |
mpeterso |
Date |
2023-06-21 |
Time |
16:25 |
Sent To |
|
|
Notes |
|
|
Review Stop |
E |
ELECTRICAL |
Rev No |
1 |
Status |
F |
Date |
2023-05-01 |
|
|
Cont ID |
|
Sent By |
mpeterso |
Date |
2023-05-01 |
Time |
14:27 |
Rev Time |
0.00 |
Received By |
mpeterso |
Date |
2023-05-01 |
Time |
14:27 |
Sent To |
|
|
Notes |
2023-05-01 14:29:53 | ELECTRIC REVIEW FAILED | | | | 1) ONE LINE DIAGRAM ON SHEET E501 DETAILS A PORTABLE | | GENERATOR SERVICE ENTRANCE RATED DOCKING TRANSFER | | SWITCH. THIS APPEARS TO BE THE SERVICE EQUIPMENT | | DISCONNECTING MEANS AS DEFINED IN ACCORDANCE WITH NEC | | 100 DEFINITIONS, SERVICE EQUIPMENT IS DEFINED AS, THE | | NECESSARY EQUIPMENT, USUALLY CONSISTING OF A CIRCUIT | | BREAKER(S) OR SWITCH(ES) AND FUSE(S) AND THEIR | | ACCESSORIES, CONNECTED TO THE LOAD END OF SERVICE | | CONDUCTORS TO A BUILDING OR OTHER STRUCTURE, OR AN | | OTHERWISE DESIGNATED AREA, AND INTENDED TO CONSTITUTE | | THE MAIN CONTROL AND CUTOFF OF THE SUPPLY. | | THIS TRANSFER SWITCH IS DETAILED AS BEING RATED AT | | 1200 AMPS AND 480 VOLTS, HOWEVER NOT DETAILED AS HAVING | | GROUND FAULT PROTECTION IN ACCORDANCE WITH NEC 215.10 | | AND NEC 230.95 | | ONE LINE DIAGRAM ON SHEET E501 DETAILS TWO SERVICES TO | | BUILDING, ONE SERVICE IS DETAILED AS HEVA, THE OTHER | | SERVICE IS THE TRANSFER SWITCH FEEDING MAIN | | DISTRIBUTION PANEL HDPA. THE TRANSFER SWITCH IS | | DETAILED AS BEING OUTSIDE AND SERVICE HEVA IS ON THE | | INSIDE OF THE BUILDING. THIS DOES NOT COMPLY WITH NEC | | 230.72 FOR GROUPING OF SERVICES. | | ONE LINE DIAGRAM DETAILS SYSTEM BONDING JUMPER FROM | | GROUNDED CONDUCTOR IN MAIN DISTRIBUTION PANEL HDPA, | | HOWEVER, THE BONDING OF THE GROUNDING CONDUCTOR SHOULD | | BE DETAILED AT THE TRANSFER SERVICE DISCONNECTING | | SWITCH IN ACCORDANCE WITH NEC 250.30 (A)(1) | | IT APPEARS THIS ELECTRICAL SERVICE SYSTEM WILL NEED TO | | RECONFIGURE TO COMPLY WITH THE NEC REQUIREMENTS | | OUTLINED ABOVE. | | | | 2) PLEASE PROVIDE AN AVAILABLE FAULT CURRENT | | CALCULATION IS REQUIRED IN ACCORDANCE WITH NEC 110.10. | | IN ADDITION, PLEASE PROVIDE A NOTE STATING COMPLIANCE | | WITH FIELD MARKING AS REQUIRED IN ACCORDANCE WITH NEC | | 110.16(B) | | | | 3) PLEASE PROVIDE A NOTE STATING COMPLIANCE WITH | | UNDERGROUND WIRING LOCATED IN CLASS 1 HAZARDOUS | | LOCATION AREAS, IN ACCORDANCE WITH NEC 511.8 EXCEPTION | | FOR CONDUIT TYPES AND COVERAGE REQUIREMENTS OF 2 FEET | | | | 4) PLEASE PROVIDE A NOTE STATING, GENERATORS, SITE | | LIGHTING, FIRE ALARM, DATA, VOICE AND ALL OTHER TYPES | | OF LOW VOLTAGE WIRING REQUIRE SEPARATE PERMITS. | | | | 5) PLEASE DETAIL CAR CHARGING STATIONS AND PARKING | | COMPLY WITH FBC ACCESSIBILITY. NOTE: THE BUILDING | | OFFICIAL HAS DETERMINED THAT ACCESSIBLE CHARGING | | STATIONS ARE TO BE PROVIDED BASED ON THE NUMBER OF | | CHARGING STATIONS PROVIDED AT EACH LOCATION USING FBC | | ACCESSIBILITY TABLE 208.2. IF THERE ARE BETWEEN 1 - 25 | | PARKING SPACES PROVIDED WITH CHARGING STATIONS, THEN 1 | | SUCH SPACE MUST BE ACCESSIBLE. ADVISORY 208.2 MINIMUM | | NUMBER. THE TERM "PARKING FACILITY" IS USED IN SECTION | | 208.2 INSTEAD OF THE TERM "PARKING LOT" SO THAT IT IS | | CLEAR THAT BOTH PARKING LOTS AND PARKING STRUCTURES ARE | | REQUIRED TO COMPLY WITH THIS SECTION. THE NUMBER OF | | PARKING SPACES REQUIRED TO BE ACCESSIBLE IS TO BE | | CALCULATED SEPARATELY FOR EACH PARKING FACILITY; THE | | REQUIRED NUMBER IS NOT TO BE BASED ON THE TOTAL NUMBER | | OF PARKING SPACES PROVIDED IN ALL OF THE PARKING | | FACILITIES PROVIDED ON THE SITE. | | | | 6) PLEASE DETAIL COMPLIANCE WITH NEC 625.43, ELECTRIC | | VEHICLE CHARGING SYSTEM DISCONNECTING MEANS IS READILY | | ACCESSIBLE AND LOCKABLE IN ACCORDANCE WITH NEC 110.25 | | | | 7) PLEASE DETAIL BY NOTE, COMPLIANCE WITH NEC 702.7(C) | | FOR WARNING SIGN PLACEMENT, FOR PORTABLE GENERATOR | | POWER INLET, DETAILING TYPE OF DERIVED SYSTEM THE | | SYSTEM IS CAPABLE OF BASED ON THE WIRING OF THE | | TRANSFER EQUIPMENT. | | | | 8) PLEASE INDICATE WHO WILL BE INSTALLING VEHICLE | | CHARGERS, I.E., WILL IT BE A DIFFERENT ELECTRICAL | | CONTRACTOR. THIS INFORMATION IS REQUIRED TO DETERMINE | | WHETHER A SEPARATE PERMIT WILL BE REQUIRED FOR THERE | | INSTALLATION. | | | | PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | RESUBMITTAL FORM. | | | | CODES IN EFFECT: | | FBC = FLORIDA BUILDING CODE 2020 7TH EDITION | | WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FLORIDA | | BUILDING CODE 2020 7TH ED. | | FBC EB = FLORIDA BUILDING CODE EXISTING BUILDING 2020 | | 7TH EDITION | | FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 | | 7TH EDITION | | FBC RE = FLORIDA RESIDENTIAL CODE 2020 7TH EDITION | | NEC = NFPA 70 2017 EDITION, NATIONAL ELECTRICAL CODE | | FS = FLORIDA STATUTES | | | | V/R, | | | | MICHAEL PETERSON | | ELECTRICAL PLANS EXAMINER | | [email protected] | | 561-805-6746 | | | | |
|
|
Review Stop |
ENG |
ENGINEERING CSD |
Rev No |
1 |
Status |
P |
Date |
2023-04-25 |
|
|
Cont ID |
|
Sent By |
lquinone |
Date |
2023-04-25 |
Time |
15:55 |
Rev Time |
0.00 |
Received By |
lquinone |
Date |
2023-04-25 |
Time |
15:54 |
Sent To |
|
|
Notes |
2023-04-25 15:56:37 | PASSED WITH PROVISO: | | | | PROJECT WAS RECEIVED FOR FORMAL ENGINEERING REVIEW. | | | | THANKS, | | LINDA M. QUINONES-CINTRON, PROJECT COORDINATOR, | | ENGINEERING SERVICES DEPARTMENT (561) 494-1085 | | [email protected] | | FOR 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC | | UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210 | | | | |
|
|
Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
2 |
Status |
P |
Date |
2023-06-28 |
|
|
Cont ID |
|
Sent By |
pleduc |
Date |
2023-06-12 |
Time |
|
Rev Time |
0.00 |
Received By |
pleduc |
Date |
2023-06-08 |
Time |
15:16 |
Sent To |
|
|
Notes |
|
|
Review Stop |
FIRE |
FIRE DEPARTMENT |
Rev No |
1 |
Status |
F |
Date |
2023-04-27 |
|
|
Cont ID |
|
Sent By |
pleduc |
Date |
2023-04-27 |
Time |
|
Rev Time |
0.00 |
Received By |
pleduc |
Date |
2023-04-20 |
Time |
14:41 |
Sent To |
|
|
Notes |
2023-04-27 11:08:00 | THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE | | MARSHAL, WITH THE FOLLOWING COMMENTS: | | | | | | 1) SHEET A102- THERE IS AN INDICATION OF A FIRE RATED | | WALL ALONG THE SERVICE SHOP WALL THAT SEPARATES THE | | PARTS AREA; HOWEVER, THERE IS NO FIRE RATED WALL ALONG | | THE SERVICE WALL BY THE LOCKER ROOMS & TECH BREAKROOMS. | | | | THERE IS ALSO AN UNPROTECTED 4'8" OPENING ALONG THAT | | WALL. | | | | PER NFPA 101 CH 6, THERE IS REQUIRED SEPARATION OF | | OCCUPANCY AND SEPARATION OF HAZARD. | | | | ONE MAY ATTEMPT TO CALL THAT AREA ACCESSORY TO THE | | SERVICE SHOP BUT THE SERVICE SHOP IS OF HIGHER HAZARD | | AND RATED SEPARATION IS REQUIRED AS INDICATED FROM THE | | PARTS SECTION. | | | | THAT OPENING IS REQUIRED TO BE PROTECTED ACCORDING TO | | THE RATING. | | | | PER NFPA 101, CH 6: | | | | 6.2 HAZARD OF CONTENTS | | 6.2.1 GENERAL. | | 6.2.1.1 FOR THE PURPOSE OF THIS CODE, THE HAZARD OF | | CONTENTS SHALL BE | | THE RELATIVE DANGER OF THE START AND SPREAD OF FIRE, | | THE DANGER OF SMOKE | | OR GASES GENERATED, AND THE DANGER OF EXPLOSION OR | | OTHER OCCURRENCE | | POTENTIALLY ENDANGERING THE LIVES AND SAFETY OF THE | | OCCUPANTS OF THE | | BUILDING OR STRUCTURE. | | | | 6.2.1.3* FOR THE PURPOSE OF THIS CODE, WHERE DIFFERENT | | DEGREES OF HAZARD | | OF CONTENTS EXIST IN DIFFERENT PARTS OF A BUILDING OR | | STRUCTURE, THE MOST | | HAZARDOUS SHALL GOVERN THE CLASSIFICATION, UNLESS | | HAZARDOUS AREAS ARE | | SEPARATED OR PROTECTED AS SPECIFIED IN SECTION 8.7 AND | | THE APPLICABLE | | SECTIONS OF CHAPTERS 11 THROUGH 43. | | | | 6.2.2 CLASSIFICATION OF HAZARD OF CONTENTS. | | 6.2.2.1* GENERAL. THE HAZARD OF CONTENTS OF ANY | | BUILDING OR STRUCTURE | | SHALL BE CLASSIFIED AS LOW, ORDINARY, OR HIGH IN | | ACCORDANCE WITH 6.2.2.2, | | 6.2.2.3, AND 6.2.2.4 | | | | PLEASE REVIEW AND PROVIDE SPECIFIC DETAILS AND CODE | | REFERENCES OF PROVIDE THE REQUIRED FIRE RATING ALONG | | THE REMAINDER OF THE WALL. | | | | | | | | 2) SHEET E201 - THERE IS AN INDICATION OF AN EXIT SIGN | | WITHIN THE CORRIDOR OVER DOOR # 107 LEADING INTO THE | | SERVICE ADVISORS AREA. | | | | THAT DOOR SWINGS AGAINST THE PATH OF TRAVEL. | | | | ALL OTHER EXIT DOORS SWING IN THE PATH OF TRAVEL. | | | | PER NFPA 101, CH 77.2.1.4.2* DOOR LEAF SWING DIRECTION. | | DOOR LEAVES REQUIRED TO BE OF | | THE SIDE-HINGED OR PIVOTED-SWINGING TYPE SHALL SWING IN | | THE DIRECTION | | OF EGRESS TRAVEL UNDER ANY OF THE FOLLOWING CONDITIONS: | | (1) WHERE SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD | | OF 50 OR MORE, | | EXCEPT UNDER ANY OF THE FOLLOWING CONDITIONS: | | (A) DOOR LEAVES IN HORIZONTAL EXITS SHALL NOT BE | | REQUIRED TO SWING | | IN THE DIRECTION OF EGRESS TRAVEL WHERE PERMITTED BY | | 7.2.4.3.8.1 | | OR 7.2.4.3.8.2. | | (B) DOOR LEAVES IN SMOKE BARRIERS SHALL NOT BE REQUIRED | | TO SWING | | IN THE DIRECTION OF EGRESS TRAVEL IN EXISTING HEALTH | | CARE OCCUPAN CIES, AS PROVIDED IN CHAPTER 19. | | (2) WHERE THE DOOR ASSEMBLY IS USED IN AN EXIT | | ENCLOSURE, UNLESS THE | | DOOR OPENING SERVES AN INDIVIDUAL LIVING UNIT THAT | | OPENS DIRECTLY | | INTO AN EXIT ENCLOSURE | | (3) WHERE THE DOOR OPENING SERVES A HIGH-HAZARD | | CONTENTS AREA | | | | PLEASE REVIEW AND PROVIDE SPECIFIC DETAILS AND CODE | | REFERENCES OR CORRECT THE SWING DIRECTION. | | | | | | 3) SHEET FS201 - THERE APPEARS TO BE AB INDICATION OF A | | SINGLE CLASS 1 2 1/2' HOSE CONNECTION IN THE CENTER OF | | THE PARKING GARAGE. | | | | PER NFPA 1 | | | | 13.2 STANDPIPE SYSTEMS. | | 13.2.1 GENERAL. THE DESIGN AND INSTALLATION OF | | STANDPIPE SYS TEMS SHALL BE IN ACCORDANCE WITH SECTION | | 13.2 AND NFPA 14, | | STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE | | SYSTEMS. | | 13.2.2 WHERE REQUIRED. | | 13.2.2.1 WHERE REQUIRED BY THIS CODE OR THE REFERENCED | | CODES | | AND STANDARDS LISTED IN CHAPTER 2, STANDPIPE SYSTEMS | | SHALL BE | | INSTALLED IN ACCORDANCE WITH 13.2.1. | | 13.2.2.2 NEW BUILDINGS SHALL BE EQUIPPED WITH A CLASS I | | STAND PIPE SYSTEM INSTALLED IN ACCORDANCE WITH THE | | PROVISIONS OF SEC TION 13.2 WHERE ANY OF THE FOLLOWING | | CONDITIONS EXIST: | | (1) MORE THAN THREE STORIES ABOVE GRADE WHERE THE | | BUILDING IS | | PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM | | (2) MORE THAN TWO STORIES ABOVE GRADE WHERE THE | | BUILDING IS | | NOT PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM | | (3) MORE THAN 50 FT (15 M) ABOVE GRADE AND CONTAINING | | INTER MEDIATE STORIES OR BALCONIES | | (4) MORE THAN ONE STORY BELOW GRADE | | (5) MORE THAN 20 FT (6.1 M) BELOW GRADE | | | | PER NFPA 14 | | | | 7.3 LOCATIONS OF HOSE CONNECTIONS. | | 7.3.1* GENERAL. | | 7.3.1.1 HOSE CONNECTIONS AND HOSE STATIONS SHALL BE | | UNOB STRUCTED AND SHALL BE LOCATED NOT LESS THAN 3 FT | | (0.9 M) OR MORE | | THAN 5 FT (1.5 M) ABOVE THE FLOOR. | | 7.3.1.1.1 THIS DIMENSION SHALL BE MEASURED FROM THE | | FLOOR TO | | THE CENTER OF THE HOSE VALVE. | | | | 7.3.2* CLASS I SYSTEMS. CLASS I SYSTEMS SHALL BE | | PROVIDED WITH | | 21???2 IN. (65 MM) HOSE CONNECTIONS IN THE FOLLOWING | | LOCATIONS: | | (1) AT THE MAIN FLOOR LANDING IN EXIT STAIRWAYS | | (2) ON EACH SIDE OF THE WALL ADJACENT TO THE EXIT | | OPENINGS OF | | HORIZONTAL EXITS | | (3) IN OTHER THAN COVERED MALL BUILDINGS, IN EACH EXIT | | PAS SAGEWAY AT THE ENTRANCE FROM THE BUILDING AREAS | | INTO THE | | PASSAGEWAY | | (4) IN COVERED MALL BUILDINGS, AT THE ENTRANCE TO EACH | | EXIT | | PASSAGEWAY OR EXIT CORRIDOR, AND AT THE INTERIOR SIDE | | OF | | PUBLIC ENTRANCES FROM THE EXTERIOR TO THE MALL | | (5)*AT THE HIGHEST LANDING OF STAIRWAYS WITH STAIRWAY | | ACCESS TO A | | ROOF, OR ON ROOFS WITH A SLOPE OF LESS THAN 4 IN 12 | | WHERE | | STAIRWAYS DO NOT ACCESS THE ROOF | | | | 7.3.2.3* HOSE CONNECTIONS ON ONE SIDE OF A HORIZONTAL | | EXIT | | SHALL NOT BE REQUIRED WHERE ANOTHER OUTLET ON THAT SIDE | | OF THE | | HORIZONTAL EXIT CAN REACH THE PORTIONS OF THE BUILDING | | ON THE | | OTHER SIDE OF THE HORIZONTAL EXIT WITHIN THE DISTANCES | | REQUIRED | | BY 7.3.2.3.1 THAT WOULD HAVE BEEN PROTECTED BY THE | | OUTLET THAT | | WAS OMITTED. | | 7.3.2.3.1 THIS TRAVEL DISTANCE SHALL BE 200 FT (61 M) | | FOR | | SPRINKLERED BUILDINGS AND 130 FT (39.7 M) FOR NONSPRIN | | KLERED BUILDINGS | | | | PLEASE REVIEW AND PROVIDE HOSE CONNECTION WITHIN THE | | STAIRWELLS. | | | | | | | | 4) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET | | REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE | | ABOVE. | | | | | | 5) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE | | RE-SUBMITTAL OF THE ABOVE. | | | | | | PETER LEDUC | | FIRE MARSHAL | | 561-804-4709 | | [email protected] | | |
|
|
Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
2 |
Status |
N |
Date |
2023-07-11 |
|
|
Cont ID |
|
Sent By |
aoliver |
Date |
2023-07-11 |
Time |
14:58 |
Rev Time |
0.00 |
Received By |
aoliver |
Date |
2023-06-07 |
Time |
08:56 |
Sent To |
|
|
Notes |
|
|
Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
1 |
Status |
N |
Date |
2023-05-17 |
|
|
Cont ID |
|
Sent By |
lmarchan |
Date |
2023-05-17 |
Time |
16:39 |
Rev Time |
0.00 |
Received By |
lmarchan |
Date |
2023-04-19 |
Time |
10:42 |
Sent To |
|
|
Notes |
|
|
Review Stop |
IMPACT |
COUNTY IMPACT FEES |
Rev No |
1 |
Status |
F |
Date |
2023-04-28 |
|
|
Cont ID |
|
Sent By |
rmcphers |
Date |
2023-04-28 |
Time |
10:20 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2023-04-28 |
Time |
10:20 |
Sent To |
|
|
Notes |
2023-04-28 10:22:15 | PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE | | DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS | | OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST | | FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE | | OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL | | IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME | | THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM | | CAN BE FOUND AT: HTTP://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 |
2 |
Status |
F |
Date |
2023-07-06 |
|
|
Cont ID |
|
Sent By |
hmoser |
Date |
2023-07-06 |
Time |
10:03 |
Rev Time |
0.00 |
Received By |
hmoser |
Date |
2023-07-03 |
Time |
09:29 |
Sent To |
|
|
Notes |
2023-07-06 10:03:47 | PLAN DENIED | | 1) PROVIDE A COMPLETE ENERGY CALCULATION FOR THE | | PROJECT. | | ONLY SHEETS 1 AND 2 OF 14 WERE SIBMITTED FEC 2020 | | C403.2.1 | | 2) PROVIDE THE MECHANICAL EQUIPMENT SIZING CALCULATION | | FOR THIS PROJECT FEC 2020 C 403.2.1 | | 3) PLEASE SHOW ON THE PLAN THE LOCATION OF THE | | CARBON MONOXIDE AND NITROGEN DIOXIDE DETECTORS. | | SECTION 107 FBC. | | PLAN REVIEW BY HAROLD MOSER | | [email protected] | | OFFICE 561-805-6732 | | FAX 561-805-6676 |
|
|
Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
1 |
Status |
F |
Date |
2023-04-28 |
|
|
Cont ID |
|
Sent By |
medwards |
Date |
2023-04-28 |
Time |
08:51 |
Rev Time |
0.00 |
Received By |
medwards |
Date |
2023-04-28 |
Time |
08:51 |
Sent To |
|
|
Notes |
2023-04-28 08:51:25 | 1ST REVIEW FMC | | PERMIT: 23040294 | | | | 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 COMPLETE ENERGY CALCULATIONS FOR THIS | | PROJECT. ONLY SHEETS 1 AND 2 OF 14 WERE SUBMITTED FEC | | C403.2.1 | | | | 2) PROVIDE THE MECHANICAL EQUIPMENT SIZING CALCULATIONS | | FOR THIS PROJECT. FEC C403.2.1 | | | | 3) SHEET M201 B: PROVIDE THE SEPARATE DESIGN AND SIZE | | OF THE SOURCE CAPTURE SYSTEM FOR THE USE IN THIS | | BUILDING. THERE APPEARS TO BE 44 LIFTS IN THIS SPACE | | BUT ONLY 12 HOSE REELS FOR THE SOURCE CAPTURE SYSTEM. | | FMC 502.14 | | | | 4) SHEET M202: PROVIDE GUARDS FOR ALL EQUIPMENT ON THE | | ROOF WITHIN 10 OF THE ROOFS EDGE. FMC 304.11 | | | | 5) SHEET M202: PROVIDE VEHICULAR PROTECTION FOR THE | | MECHANICAL SYSTEMS INSTALLED ON THE TOP FLOOR OF THE | | PARKING GARAGE. FMC 303.4 | | | | 6) SHEET M201 B: REMOVE ADD ALTERNATE NOTE FROM | | DRAWING. PROVIDE THE DESIGN WITHOUT ALTERNATES. FBC | | 107.3.5 | | | | 7) PROVIDE THE VENTILATION CALCULATIONS FOR THIS ENTIRE | | BUILDING. FMC 403.3.1.1 | | | | 8) SHOW HOW THE MECHANICAL EXHAUST DESIGN FOR THIS | | REPAIR GARAGE MEETS THE REQUIREMENTS OF TABLE | | 403.3.1.1. THE VENTILATION SYSTEM SHALL BE DESIGNED TO | | SUPPLY THE REQUIRED RATE OF VENTILATION AIR | | CONTINUOUSLY DURING THE PERIOD THE BUILDING IS | | OCCUPIED, EXCEPT AS OTHERWISE STATED IN OTHER | | PROVISIONS OF THE CODE. FMC 403.3.1.1 | | | | 9) SHEET M201 B: PROVIDE THE EXHAUST DUCT DETAILS FOR | | THE DRYER IN THE COMP/OIL ROOM. FMC 504 | | | | 10) SHEET M601 INDICATES THAT EF-3 HAS A TOTAL EXHAUST | | OF 1300 CFMS FOR THE BATHROOMS. SHEET M201 A SHOWS A | | TOTAL CFMS OF ONLY 700. THERE IS A DIFFERENCE OF 600 | | CFMS. PLEASE SHOW HOW THIS DESIGN MEETS THE PRESSURE | | EQUALIZATION REQUIREMENT OF FMC 501.4 | | | | | | 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 |
3 |
Status |
F |
Date |
2023-06-21 |
|
|
Cont ID |
|
Sent By |
ccole |
Date |
2023-06-21 |
Time |
17:27 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2023-06-21 |
Time |
15:36 |
Sent To |
|
|
Notes |
2023-06-21 17:30:30 | 2ND REVIEW FBC-2020 PLUMBING | | PERMIT- 23040294 | | 6/21/23 | | | | CODES IN EFFECT: | | FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020 | | FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020 | | FS- FLORIDA STATUTES | | FAC- FLORIDA ADMINISTRATIVE CODE | | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC | | | | PLAN REVIEW RESULTS: DENIED. FAILED COMMENTS FROM THE | | 1ST REVIEW ARE LISTED BELOW WITH ADDITIONAL NOTES.. | | PLEASE NOTE THE REQUESTED RESPONSE TO COMMENTS | | NARRATIVE WAS NOT PROVIDED. | | PLEASE NOTE CONCERNING THE CAR WASH COMMENTS 13-17 THE | | PLANS, DETAILS, SPECIFICATIONS MAY BE DEFERRED | | SUBMITTALS OR SUBMITTED OR UNDER A SEPARATE PERMIT. | | PLEASE ADDRESS THIS ISSUE IN THE NARRATIVE RESPONSE TO | | THE COMMENTS. | | | | 1) FAILED. SEPARATE PERMITS ARE REQUIRED FOR THE | | POTABLE WATER BACKFLOW PREVENTER AND THE SAND/OIL | | INTERCEPTOR. AT A MINIMUM, THE PERMIT APPLICATIONS FOR | | EACH SHALL BE SUBMITTED PRIOR TO MAIN PLUMBING PLAN | | APPROVAL. IF CONTRACTORS ARE NOT CURRENTLY SELECTED FOR | | EACH INSTALLATION, PERMIT APPLICATIONS CAN BE SUBMITTED | | TBD (TO BE DETERMINED). EACH COMPLETED APPLICATION | | SHALL BE EMAILED TO [email protected] . YOU WILL | | THEN RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD PLANS. | | YOU MAY UPLOAD PLANS AND PAY FEES AT A FUTURE DATE, BUT | | THE APPLICATIONS ARE REQUIRED AT THIS TIME. WE | | RECOMMEND THAT YOU PAY FEES AND UPLOAD PLANS AT THE | | SAME TIME. AFTER YOU HAVE THE PERMIT(S) GENERATED, | | NOTIFY ME VIA EMAIL AND I WILL CHANGE THE REVIEW STATUS | | TO PASS. | | | | 9) FAILED. P701: SHOW THE HOT WATER RECIRCULATION LINE | | WILL ALSO MAKE CONNECTION TO THE COLD WATER INLET PIPE | | OR THE HOT WATER RETURN CONNECTION OF THE THERMOSTATIC | | MIXING VALVE- SEC. 607.2.2 FBC P. PLEASE INCLUDE THE | | TMV IN THE EQUIPMENT SCHEDULE ON P001. | | | | PLEASE NOTE THE TMV IS NOT SHOWN IN THE REVISED DETAIL. | | | | 10) FAILED. P701: CONCERNING THE SAND/OIL INTERCEPTOR | | UNDER SEPARATE PERMIT PLEASE SUBMIT MANUFACTURER???S | | SPECIFICATIONS INDICATING THE UNIT IS LISTED OR | | LABELED. IF NOT LISTED AND LABELED THE UNIT IN THE | | DETAIL SHALL HAVE AN 18-INCH WATER SEAL AT THE OUTLET | | OPENING AND SHALL HAVE A CAPACITY OF NOT LESS THAN 6 | | CUBIC FEET FOR THE FIRST 100 SQUARE FEET OF AREA TO BE | | DRAINED, PLUS 1 CUBIC FOOT FOR EACH ADDITIONAL 100 | | SQUARE FEET OF AREA TO BE DRAINED INTO THE SEPARATOR- | | SEC. 1003.4.2- 1003.4.2.2 FBC P. | | | | NOT PROVIDED. | | | | A) FAILED. SUBMIT SPECS FOR THE UNIT AND THE TRAFFIC | | LIDS- SEC. 1003.4.2. | | | | NOT PROVIDED. | | | | B) FAILED. SHOW VENTING FOR THE UNIT- SEC. 1003.9. | | | | NOT PROVIDED. | | P. | | | | 13) FAILED. P401 CAR WASH: PLEASE PROVIDE A SCHEDULE | | THAT CORRELATES WITH THE CIRCLED NUMBERS SHOWN ON THE | | PLAN- SEC. 107.2.1 WPB. | | | | NOT PROVIDED. | | | | 14) FAILED. P401: PLEASE SUBMIT MANUFACTURER???S | | SPECIFICATIONS FOR THE HOLDING TANKS, AND ACCESS LIDS- | | SECS. 1301.9.2, 1301.9.6 FBC P. PLEASE NOTE THE ACCESS | | LIDS SHALL APPROVED LOCKING DEVICES OR OTHER APPROVED | | METHOD OF SECURING ACCESS. A) REFER TO SEC. 1301.9.9 | | AND PROVIDE MARKING AND SIGNAGE DETAILS FOR THE TANKS. | | | | NOT PROVIDED. | | | | 15) FAILED. P401: PROVIDE PIPING SPECIFICATIONS FOR THE | | RECLAIM/REUSE SYSTEM- SEC. 1301.6 FBC P. | | | | NOT PROVIDED. | | | | 16) FAILED. P401: TO HELP EXPEDITE THE REVIEW PLEASE | | PROVIDE AN ISOMETRIC DRAWING OR PIPING SCHEMATIC FOR | | THE WATER RECLAIM/REUSE SYSTEM- SEC. 1301.4 FBC P. | | | | NOT PROVIDED. | | | | 17) FAILED. P401: PROVIDE TANK VENTING DETAILS- SEC. | | 1301.9.7 FBC P. | | | | NOT PROVIDED. | | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | RE-SUBMITTAL FORM. | | | | CHRISTOPHER L. COLE | | MECHANICAL/PLUMBING PLANS EXAMINER | | 401 CLEMATIS STREET | | WEST PALM BEACH FL 33401 | | 561-805-6719 | | [email protected] | | |
|
|
Review Stop |
P |
PLUMBING |
Rev No |
2 |
Status |
F |
Date |
2023-05-22 |
|
|
Cont ID |
|
Sent By |
ccole |
Date |
2023-05-22 |
Time |
16:14 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2023-05-22 |
Time |
16:14 |
Sent To |
|
|
Notes |
2023-05-22 16:16:23 | 1ST REVIEW FBC-2020 PLUMBING | | PERMIT- 23040294 | | 5/16/23 | | | | CODES IN EFFECT: | | FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020 | | FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020 | | FS- FLORIDA STATUTES | | FAC- FLORIDA ADMINISTRATIVE CODE | | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC | | | | PLAN REVIEW RESULTS: DENIED. THESE 1ST REVIEW COMMENTS | | WERE INSERTED UNDER THE 2ND REVIEW DUE TO A LOCKUP IN | | THE SOFTWARE. | | | | 1) SEPARATE PERMITS ARE REQUIRED FOR THE POTABLE WATER | | BACKFLOW PREVENTER AND THE SAND/OIL INTERCEPTOR. AT A | | MINIMUM, THE PERMIT APPLICATIONS FOR EACH SHALL BE | | SUBMITTED PRIOR TO MAIN PLUMBING PLAN APPROVAL. IF | | CONTRACTORS ARE NOT CURRENTLY SELECTED FOR EACH | | INSTALLATION, PERMIT APPLICATIONS CAN BE SUBMITTED TBD | | (TO BE DETERMINED). EACH COMPLETED APPLICATION SHALL BE | | EMAILED TO [email protected] . YOU WILL THEN | | RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD PLANS. YOU | | MAY UPLOAD PLANS AND PAY FEES AT A FUTURE DATE, BUT THE | | APPLICATIONS ARE REQUIRED AT THIS TIME. WE RECOMMEND | | THAT YOU PAY FEES AND UPLOAD PLANS AT THE SAME TIME. | | AFTER YOU HAVE THE PERMIT(S) GENERATED, NOTIFY ME VIA | | EMAIL AND I WILL CHANGE THE REVIEW STATUS TO PASS. | | | | 2) SHEETS P001 & P201B: THE SK-3 SINKS IN THE SERVICE | | FLOOR AREA ARE LISTED AS ADA COMPLIANT IN THE SCHEDULE. | | PLEASE PROVIDE ACCESSIBILITY DETAILS FOR THE SINKS | | INCLUDING CLEAR FLOOR SPACES, SINK HEIGHTS, AND KNEE | | AND TOE CLEARANCES- SEC. 606.2 FBC ACC. | | | | 3) P201B, P501: THE SK-3 SINKS ON THE NORTH SIDE OF THE | | SERVICE FLOOR AREA ARE DRAINING INTO THE SANITARY | | HOWEVER THE SK-3 SINK FLOOR DRAINS ON THE SOUTH SIDE | | ARE DRAINING INTO THE SAND/OIL INTERCEPTOR. REFER TO | | SEC. 1003.4 FBC P AND CLARIFY THE PURPOSES OF THE SINKS | | AND THE CONTENT OF DRAINAGE FROM EACH. | | | | 4) P201A: PLEASE PROVIDE AN ENLARGED PLUMBING DETAIL | | FOR THE ELEVATOR SUMP PUMP AND PIT IN ACCORDANCE WITH | | SEC. 712.1- 712.3.5 FBC P. PLEASE SEE SEC. 3002.9 FBC B | | AND SHOW THE PUMP DISCHARGE PIPE WILL INDIRECTLY | | CONNECTED TO THE SANITARY DRAINAGE SYSTEM. | | | | 5) P301B, P401: PLEASE SHOW THE LOCATION OF THE MAIN | | WATER SHUTOFF VALVE FOR THE CARWASH- SEC. 606.1 FBC P. | | | | 6) P001 & P401: PROVIDE AN EQUIPMENT SCHEDULE FOR THE | | RPZ BACKFLOW PREVENTER AT THE CAR WASH SUPPLY LINE- | | TABLE 608.1 FBC P. | | | | 7) P501: THE VENT SYSTEM FOR THE MAIN RESTROOMS APPEARS | | TO BE A CLOSED LOOP WITH NO MEANS OF PROVIDING AIR FOR | | CIRCULATION. PLEASE PROVIDE A VENT FOR THE SYSTEM THAT | | EXTENDS TO OPEN AIR OR AN AAV- SEC. 905.1 FBC P. | | | | 8) P502: SHOW THE MEANS OF PROVIDING TEMPERED WATER | | DELIVERY FROM THE PUBLIC LAVATORIES- SEC. 419.5 FBC P. | | PLEASE NOTE TEMPERED WATER MIXING VALVES SHALL CONFORM | | TO ASSE 1070- SEC. 607.1.2 FBC P. | | | | 9) P701: SHOW THE HOT WATER RECIRCULATION LINE WILL | | ALSO MAKE CONNECTION TO THE COLD WATER INLET PIPE OR | | THE HOT WATER RETURN CONNECTION OF THE THERMOSTATIC | | MIXING VALVE- SEC. 607.2.2 FBC P. PLEASE INCLUDE THE | | TMV IN THE EQUIPMENT SCHEDULE ON P001. | | | | 10) P701: CONCERNING THE SAND/OIL INTERCEPTOR UNDER | | SEPARATE PERMIT PLEASE SUBMIT MANUFACTURER???S | | SPECIFICATIONS INDICATING THE UNIT IS LISTED OR | | LABELED. IF NOT LISTED AND LABELED THE UNIT IN THE | | DETAIL SHALL HAVE AN 18-INCH WATER SEAL AT THE OUTLET | | OPENING AND SHALL HAVE A CAPACITY OF NOT LESS THAN 6 | | CUBIC FEET FOR THE FIRST 100 SQUARE FEET OF AREA TO BE | | DRAINED, PLUS 1 CUBIC FOOT FOR EACH ADDITIONAL 100 | | SQUARE FEET OF AREA TO BE DRAINED INTO THE SEPARATOR- | | SEC. 1003.4.2- 1003.4.2.2 FBC P. | | | | A) SUBMIT SPECS FOR THE UNIT AND THE TRAFFIC LIDS- SEC. | | 1003.4.2. | | | | B) SHOW VENTING FOR THE UNIT- SEC. 1003.9. | | | | 11) A105 & P203: PROVIDE ROOF DRAINAGE CALCULATIONS FOR | | THE SERVICE DRIVE SECTION OF THE BUILDING AND SCUPPER | | AND OVERFLOW SIZES AND INSTALLATION DETAILS- SEC. | | 1106.1 FBC P. | | | | 12) A106 & P401: PROVIDE ROOF DRAINAGE CALCULATIONS FOR | | THE CAR WASH BUILDING AND GUTTER AND DOWNSPOUT SIZES- | | SECS, 1106.1, 1106.3 & 1106.6 FBC P. | | | | 13) P401 CAR WASH: PLEASE PROVIDE A SCHEDULE THAT | | CORRELATES WITH THE CIRCLED NUMBERS SHOWN ON THE PLAN- | | SEC. 107.2.1 WPB. | | | | 14) P401: PLEASE SUBMIT MANUFACTURER???S SPECIFICATIONS | | FOR THE HOLDING TANKS, AND ACCESS LIDS- SECS. 1301.9.2, | | 1301.9.6 FBC P. PLEASE NOTE THE ACCESS LIDS SHALL | | APPROVED LOCKING DEVICES OR OTHER APPROVED METHOD OF | | SECURING ACCESS. A) REFER TO SEC. 1301.9.9 AND PROVIDE | | MARKING AND SIGNAGE DETAILS FOR THE TANKS. | | | | 15) P401: PROVIDE PIPING SPECIFICATIONS FOR THE | | RECLAIM/REUSE SYSTEM- SEC. 1301.6 FBC P. | | | | 16) P401: TO HELP EXPEDITE THE REVIEW PLEASE PROVIDE AN | | ISOMETRIC DRAWING OR PIPING SCHEMATIC FOR THE WATER | | RECLAIM/REUSE SYSTEM- SEC. 1301.4 FBC P. | | | | 17) P401: PROVIDE TANK VENTING DETAILS- SEC. 1301.9.7 | | FBC P. | | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | RE-SUBMITTAL FORM. | | | | CHRISTOPHER L. COLE | | MECHANICAL/PLUMBING PLANS EXAMINER | | 401 CLEMATIS STREET | | WEST PALM BEACH FL 33401 | | 561-805-6719 | | [email protected] | | |
|
|
Review Stop |
P |
PLUMBING |
Rev No |
1 |
Status |
F |
Date |
2023-05-16 |
|
|
Cont ID |
|
Sent By |
ccole |
Date |
2023-05-16 |
Time |
17:31 |
Rev Time |
0.00 |
Received By |
ccole |
Date |
2023-05-15 |
Time |
15:11 |
Sent To |
|
|
Notes |
2023-06-20 16:19:04 | 1ST REVIEW FBC-2020 PLUMBING | | PERMIT- 23040294 | | 5/16/23 | | | | CODES IN EFFECT: | | FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020 | | FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020 | | FS- FLORIDA STATUTES | | FAC- FLORIDA ADMINISTRATIVE CODE | | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC | | | | PLAN REVIEW RESULTS: DENIED. THESE 1ST REVIEW COMMENTS | | WERE ALSO INSERTED UNDER THE 2ND REVIEW DUE TO A LOCKUP | | IN THE SOFTWARE. | | | | 1) SEPARATE PERMITS ARE REQUIRED FOR THE POTABLE WATER | | BACKFLOW PREVENTER AND THE SAND/OIL INTERCEPTOR. AT A | | MINIMUM, THE PERMIT APPLICATIONS FOR EACH SHALL BE | | SUBMITTED PRIOR TO MAIN PLUMBING PLAN APPROVAL. IF | | CONTRACTORS ARE NOT CURRENTLY SELECTED FOR EACH | | INSTALLATION, PERMIT APPLICATIONS CAN BE SUBMITTED TBD | | (TO BE DETERMINED). EACH COMPLETED APPLICATION SHALL BE | | EMAILED TO [email protected] . YOU WILL THEN | | RECEIVE INSTRUCTIONS TO PAY FEES AND UPLOAD PLANS. YOU | | MAY UPLOAD PLANS AND PAY FEES AT A FUTURE DATE, BUT THE | | APPLICATIONS ARE REQUIRED AT THIS TIME. WE RECOMMEND | | THAT YOU PAY FEES AND UPLOAD PLANS AT THE SAME TIME. | | AFTER YOU HAVE THE PERMIT(S) GENERATED, NOTIFY ME VIA | | EMAIL AND I WILL CHANGE THE REVIEW STATUS TO PASS. | | | | 2) SHEETS P001 & P201B: THE SK-3 SINKS IN THE SERVICE | | FLOOR AREA ARE LISTED AS ADA COMPLIANT IN THE SCHEDULE. | | PLEASE PROVIDE ACCESSIBILITY DETAILS FOR THE SINKS | | INCLUDING CLEAR FLOOR SPACES, SINK HEIGHTS, AND KNEE | | AND TOE CLEARANCES- SEC. 606.2 FBC ACC. | | | | 3) P201B, P501: THE SK-3 SINKS ON THE NORTH SIDE OF THE | | SERVICE FLOOR AREA ARE DRAINING INTO THE SANITARY | | HOWEVER THE SK-3 SINK FLOOR DRAINS ON THE SOUTH SIDE | | ARE DRAINING INTO THE SAND/OIL INTERCEPTOR. REFER TO | | SEC. 1003.4 FBC P AND CLARIFY THE PURPOSES OF THE SINKS | | AND THE CONTENT OF DRAINAGE FROM EACH. | | | | 4) P201A: PLEASE PROVIDE AN ENLARGED PLUMBING DETAIL | | FOR THE ELEVATOR SUMP PUMP AND PIT IN ACCORDANCE WITH | | SEC. 712.1- 712.3.5 FBC P. PLEASE SEE SEC. 3002.9 FBC B | | AND SHOW THE PUMP DISCHARGE PIPE WILL INDIRECTLY | | CONNECTED TO THE SANITARY DRAINAGE SYSTEM. | | | | 5) P301B, P401: PLEASE SHOW THE LOCATION OF THE MAIN | | WATER SHUTOFF VALVE FOR THE CARWASH- SEC. 606.1 FBC P. | | | | 6) P001 & P401: PROVIDE AN EQUIPMENT SCHEDULE FOR THE | | RPZ BACKFLOW PREVENTER AT THE CAR WASH SUPPLY LINE- | | TABLE 608.1 FBC P. | | | | 7) P501: THE VENT SYSTEM FOR THE MAIN RESTROOMS APPEARS | | TO BE A CLOSED LOOP WITH NO MEANS OF PROVIDING AIR FOR | | CIRCULATION. PLEASE PROVIDE A VENT FOR THE SYSTEM THAT | | EXTENDS TO OPEN AIR OR AN AAV- SEC. 905.1 FBC P. | | | | 8) P502: SHOW THE MEANS OF PROVIDING TEMPERED WATER | | DELIVERY FROM THE PUBLIC LAVATORIES- SEC. 419.5 FBC P. | | PLEASE NOTE TEMPERED WATER MIXING VALVES SHALL CONFORM | | TO ASSE 1070- SEC. 607.1.2 FBC P. | | | | 9) P701: SHOW THE HOT WATER RECIRCULATION LINE WILL | | ALSO MAKE CONNECTION TO THE COLD WATER INLET PIPE OR | | THE HOT WATER RETURN CONNECTION OF THE THERMOSTATIC | | MIXING VALVE- SEC. 607.2.2 FBC P. PLEASE INCLUDE THE | | TMV IN THE EQUIPMENT SCHEDULE ON P001. | | | | 10) P701: CONCERNING THE SAND/OIL INTERCEPTOR UNDER | | SEPARATE PERMIT PLEASE SUBMIT MANUFACTURER???S | | SPECIFICATIONS INDICATING THE UNIT IS LISTED OR | | LABELED. IF NOT LISTED AND LABELED THE UNIT IN THE | | DETAIL SHALL HAVE AN 18-INCH WATER SEAL AT THE OUTLET | | OPENING AND SHALL HAVE A CAPACITY OF NOT LESS THAN 6 | | CUBIC FEET FOR THE FIRST 100 SQUARE FEET OF AREA TO BE | | DRAINED, PLUS 1 CUBIC FOOT FOR EACH ADDITIONAL 100 | | SQUARE FEET OF AREA TO BE DRAINED INTO THE SEPARATOR- | | SEC. 1003.4.2- 1003.4.2.2 FBC P. | | | | A) SUBMIT SPECS FOR THE UNIT AND THE TRAFFIC LIDS- SEC. | | 1003.4.2. | | | | B) SHOW VENTING FOR THE UNIT- SEC. 1003.9. | | | | 11) A105 & P203: PROVIDE ROOF DRAINAGE CALCULATIONS FOR | | THE SERVICE DRIVE SECTION OF THE BUILDING AND SCUPPER | | AND OVERFLOW SIZES AND INSTALLATION DETAILS- SEC. | | 1106.1 FBC P. | | | | 12) A106 & P401: PROVIDE ROOF DRAINAGE CALCULATIONS FOR | | THE CAR WASH BUILDING AND GUTTER AND DOWNSPOUT SIZES- | | SECS, 1106.1, 1106.3 & 1106.6 FBC P. | | | | 13) P401 CAR WASH: PLEASE PROVIDE A SCHEDULE THAT | | CORRELATES WITH THE CIRCLED NUMBERS SHOWN ON THE PLAN- | | SEC. 107.2.1 WPB. | | | | 14) P401: PLEASE SUBMIT MANUFACTURER???S SPECIFICATIONS | | FOR THE HOLDING TANKS, AND ACCESS LIDS- SECS. 1301.9.2, | | 1301.9.6 FBC P. PLEASE NOTE THE ACCESS LIDS SHALL | | APPROVED LOCKING DEVICES OR OTHER APPROVED METHOD OF | | SECURING ACCESS. A) REFER TO SEC. 1301.9.9 AND PROVIDE | | MARKING AND SIGNAGE DETAILS FOR THE TANKS. | | | | 15) P401: PROVIDE PIPING SPECIFICATIONS FOR THE | | RECLAIM/REUSE SYSTEM- SEC. 1301.6 FBC P. | | | | 16) P401: TO HELP EXPEDITE THE REVIEW PLEASE PROVIDE AN | | ISOMETRIC DRAWING OR PIPING SCHEMATIC FOR THE WATER | | RECLAIM/REUSE SYSTEM- SEC. 1301.4 FBC P. | | | | 17) P401: PROVIDE TANK VENTING DETAILS- SEC. 1301.9.7 | | FBC P. | | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY | | RE-SUBMITTAL FORM. | | | | CHRISTOPHER L. COLE | | MECHANICAL/PLUMBING PLANS EXAMINER | | 401 CLEMATIS STREET | | WEST PALM BEACH FL 33401 | | 561-805-6719 | | [email protected] | | |
|
|
Review Stop |
R |
ROOF PLAN REVIEW |
Rev No |
2 |
Status |
F |
Date |
2023-06-23 |
|
|
Cont ID |
|
Sent By |
rmcphers |
Date |
2023-06-23 |
Time |
12:32 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2023-06-23 |
Time |
12:32 |
Sent To |
|
|
Notes |
2023-06-23 12:32:43 | SEE BUILDING PLAN REVIEW |
|
|
Review Stop |
R |
ROOF PLAN REVIEW |
Rev No |
1 |
Status |
F |
Date |
2023-04-28 |
|
|
Cont ID |
|
Sent By |
rmcphers |
Date |
2023-04-28 |
Time |
10:22 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2023-04-28 |
Time |
10:22 |
Sent To |
|
|
Notes |
2023-04-28 10:22:41 | SEE BUILDING PLAN REVIEW |
|
|
Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
2 |
Status |
P |
Date |
2023-06-21 |
|
|
Cont ID |
|
Sent By |
mpeterso |
Date |
2023-06-21 |
Time |
16:25 |
Rev Time |
0.00 |
Received By |
mpeterso |
Date |
2023-06-21 |
Time |
16:25 |
Sent To |
|
|
Notes |
|
|
Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
1 |
Status |
P |
Date |
2023-04-26 |
|
|
Cont ID |
|
Sent By |
shill |
Date |
2023-04-26 |
Time |
18:40 |
Rev Time |
0.00 |
Received By |
shill |
Date |
2023-04-26 |
Time |
18:40 |
Sent To |
|
|
Notes |
|
|
Review Stop |
Z |
ZONING |
Rev No |
2 |
Status |
P |
Date |
2023-06-14 |
|
|
Cont ID |
|
Sent By |
vbroglia |
Date |
2023-06-14 |
Time |
09:50 |
Rev Time |
0.00 |
Received By |
vbroglia |
Date |
2023-06-14 |
Time |
09:50 |
Sent To |
|
|
Notes |
|
|
Review Stop |
Z |
ZONING |
Rev No |
1 |
Status |
P |
Date |
2023-05-16 |
|
|
Cont ID |
|
Sent By |
VBroglia |
Date |
2023-05-16 |
Time |
15:55 |
Rev Time |
0.00 |
Received By |
vbroglia |
Date |
2023-05-16 |
Time |
15:55 |
Sent To |
|
|
Notes |
|
|