Plan Review Details - Permit 17020359
Plan Review Stops For Permit 17020359
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2018-01-04 Cont ID  
Sent By aclange Date 2018-01-04 Time 07:56 Rev Time 0.00
Received By aclange Date 2018-01-04 Time 07:43 Sent To M
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2017-12-08 Cont ID  
Sent By jwitmer Date 2017-12-08 Time 14:05 Rev Time 0.00
Received By jwitmer Date 2017-12-08 Time 12:28 Sent To  
Notes
2017-12-08 14:04:58BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17020359
 ADD: 518 S. DIXIE HWY. (1ST FLOOR BUILD-OUT)
 CONT: TBD
 TEL: 954-570-9500
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: FRI. DEC. 08/2017
 ACTION: DENIED
  
 1) A E-MAIL WAS SUBMITTED FROM BRIAN BULLOCK ON
 12/05/2017 THAT WAS ASKING ABOUT FIRE RATINGS OF
 PRIMARY STRUCTURAL MEMBERS, ENCASED IN A FLOOR CEILING
 ASSEMBLY, BEAMS BENEATH THE FIRE RATED FLOOR CEILING
 ASSEMBLY, RATING OF COLUMNS CARRYING THE 2ND FLOOR
 LOADS.
  
 PLEASE SEE THE RESPONSE SENT ON 12/06/2017:
  
 I BELIVE YOU ARE REFERRING TO TABLE 601 OF THE 2014
 FBC-B WITH BUILDING TYPE VB CONSTRUCTION. YOU REFERENCE
 THAT YOU ARE CREATING A HORIZONTAL FIRE BARRIER BETWEEN
 THE UPSTAIRS R2 OCCUPANCY AND THE 1ST FLOOR MERCANTILE
 WHICH IS REQUIRED BY TABLE 707.3.10.
 THE FLOOR/ CEILING ASSEMBLY IS TO MAKE A 2 HOUR FIRE
 BARRIER FROM THE EXTERIOR WALL TO EXTERIOR WALL, THE
 EXTERIOR BEARING WALLS WILL MAKE THE 2 HOUR FIRE RATING
 WITH THE BLOCK WORK STUCCO ON THE EXTERIOR AND DRYWALL
 ON THE INTERIOR. THE EXTERIOR DOORS DO NOT NEED TO BE
 FIRE RATED UNLESS BY REQUIREMENTS FOUND IN TABLE 705.8.
  
 IF THERE ARE COLUMNS AND OR PRIMARY FRAMING MEMBERS
 BELOW THE 2 HOUR HORIZONTAL FIRE BARRIER THEN THEY ARE
 TO BE FIRE RATED THE SAME AMOUNT OF TIME. THE PRIMARY
 FRAMING MEMBERS CANNOT FAIL BEFORE THE 2 HOUR FLOOR
 CEILING ASSEMBLY, OTHERWISE THE FLOOR ASSEMBLY WOULD
 COLLAPSE. PLEASE SEE THE DEFINITION OF PRIMARY
 STRUCTURAL FRAME.
  
 PRIMARY STRUCTURAL FRAME. THE PRIMARY STRUCTURAL FRAME
 SHALL INCLUDE ALL OF THE FOLLOWING STRUCTURAL MEMBERS:
  
 1. THE COLUMNS;
  
 2. STRUCTURAL MEMBERS HAVING DIRECT CONNECTIONS TO THE
 COLUMNS, INCLUDING GIRDERS, BEAMS, TRUSSES AND
 SPANDRELS;
  
 3. MEMBERS OF THE FLOOR CONSTRUCTION AND ROOF
 CONSTRUCTION HAVING DIRECT CONNECTIONS TO THE COLUMNS;
 AND
  
 4. BRACING MEMBERS THAT ARE ESSENTIAL TO THE VERTICAL
 STABILITY OF THE PRIMARY STRUCTURAL FRAME UNDER GRAVITY
 LOADING SHALL BE CONSIDERED PART OF THE PRIMARY
 STRUCTURAL FRAME WHETHER OR NOT THE BRACING MEMBER
 CARRIES GRAVITY LOADS.
  
 707.5 CONTINUITY.
 FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE
 FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THE
 UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK
 ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIRE
 BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACE,
 SUCH AS THE SPACE ABOVE A SUSPENDED CEILING. JOINTS AND
 VOIDS AT INTERSECTIONS SHALL COMPLY WITH SECTIONS 707.8
 AND 707.9
  
 707.5.1 SUPPORTING CONSTRUCTION.
 THE SUPPORTING CONSTRUCTION FOR A FIRE BARRIER SHALL BE
 PROTECTED TO AFFORD THE REQUIRED FIRE-RESISTANCE RATING
 OF THE FIRE BARRIER SUPPORTED. HOLLOW VERTICAL SPACES
 WITHIN A FIRE BARRIER SHALL BE FIREBLOCKED IN
 ACCORDANCE WITH SECTION 718.2 AT EVERY FLOOR LEVEL.
  
 1012.5.1.1 FIRE WALL ALTERNATIVE. 3. THE
 FIRE-RESISTANCE RATING OF THE FIRE BARRIERS AND
 HORIZONTAL ASSEMBLIES SHALL NOT BE LESS THAN THAT
 SPECIFIED FOR FIRE WALLS IN TABLE 706.4 OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 EXCEPTION: WHERE HORIZONTAL ASSEMBLIES ARE USED TO
 LIMIT THE MAXIMUM ALLOWABLE AREA, THE REQUIRED
 FIRE-RESISTANCE RATING OF THE HORIZONTAL ASSEMBLIES
 SHALL BE PERMITTED TO BE REDUCED BY 1 HOUR PROVIDED THE
 HEIGHT AND NUMBER OF STORIES INCREASES ALLOWED FOR AN
 AUTOMATIC SPRINKLER SYSTEM BY SECTION 504.2 OF THE
 FLORIDA BUILDING CODE, BUILDING ARE NOT USED FOR THE
 BUILDINGS.
  
 I BELIEVE THE DESIGNER OF RECORD HAS NOT USED THE AREA
 INCREASE IN HEIGHT OR AREA FOR FIRE SPRINKLERS, IT
 WOULD HAVE TO BE VERIFIED THE FIRE SPRINKLER SYSTEM IS
 A FULL NFPA 23 SYSTEM, NOT A 13R, IF THE NFPA 13 FIRE
 SPRINKLER IS INSTALLED THEN THE 1 HOUR REDUCTION CAN
 OCCUR TO THE FLOOR / CEILING ASSEMBLY AS WELL AS THE
 PRIMARY FRAMING MEMBERS AND COLUMNS TO ONE HOUR FIRE
 RESISTANCE RATING.
  
 SHEET A001D INDICATES THE BUILDING TO HAVE A NEW FIRE
 SPRINKLER SYSTEM, THE TYPE OF SYSTEM IS NOT DECLARED?
 SHEET A-102D THE REFLECTIVE CEILING PLAN INDICATES
 DROPPED SECTIONS FOR STEEL BEAMS BUT THE PLANS DO NOT
 INDICATE HOW THE PRIMARY FRAMING (STRUCTURAL) MEMBERS
 ARE TO BE FIRE RATED?
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2017-08-04 Cont ID  
Sent By jwitmer Date 2017-08-04 Time 10:51 Rev Time 0.00
Received By jwitmer Date 2017-08-04 Time 09:31 Sent To  
Notes
2017-08-04 10:51:36BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17020359
 ADD: 518 S. DIXIE HWY. (1ST FLOOR BUILD-OUT)
 CONT: TBD
 TEL: 954-570-9500
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: FRI. AUG. 04/2017
 ACTION: BUILDING PROVISO
  
 1)PROVISO: THE DESIGNER OF RECORD INDICATED THE NEW
 STOREFRONT DOORS, AUTOMATIC BYPASS DOORS AND WINDOWS
 ARE UNDER A SEPARATE PERMIT 16070183. PLEASE NOTE THIS
 IS A PERMIT FOR THE 2ND STORY, THERE IS ALSO A REVISION
 FOR THE 2ND STORY 17060985 THAT FAILED, THERE IS NO
 REFERENCE TO THE 1ST FLOOR WINDOWS AND DOORS ON THE
 REVISION SHEET FOR THIS ADDITIONAL WORK.
 A SEPARATE WINDOW/ DOOR PERMIT WILL BE REQUIRED FOR THE
 1ST FLOOR OPENING. 105.1 PERMITS REQUIRED.
  
 2) PROVISO: NO ELEVATIONS THIS SET OF PLANS, SEE
 REVISION 17060985 SHEET A-201 AND A-202 NOW SHOW WHAT
 APPEARS TO BE METAL AWNINGS (FIRST FLOOR) AND AWNING
 TYPE PROJECTIONS ON THE 2ND FLOOR OF THE SOUTH AND WEST
 ELEVATIONS. PLEASE BE AWARE AWNINGS REQUIRE A SEPARATE
 PERMIT, FEES AND ASSOCIATED FEES. PLEASE ALSO BE AWARE
 THE PLANS DO NOT SHOW WHERE THE PROPERTY LINE IS IN
 RELATION TO THE AWNINGS, CODE COMPLIANCE CANNOT BE
 ACHIEVED. TYPE OF FRAME AND FINISH MATERIAL IS NOT
 PROVIDE NOR WIND DESIGN.
 2014 FBC-B 3202.3.1 AWNINGS, CANOPIES, MARQUEES AND
 SIGNS. AWNINGS, CANOPIES, MARQUEES AND SIGNS SHALL BE
 CONSTRUCTED SO AS TO SUPPORT APPLICABLE LOADS AS
 SPECIFIED IN CHAPTER 16. AWNINGS, CANOPIES, MARQUEES
 AND SIGNS WITH LESS THAN 15 FEET (4572 MM) CLEARANCE
 ABOVE THE SIDEWALK SHALL NOT EXTEND INTO OR OCCUPY MORE
 THAN TWO-THIRDS THE WIDTH OF THE SIDEWALK MEASURED FROM
 THE BUILDING. STANCHIONS OR COLUMNS THAT SUPPORT
 AWNINGS, CANOPIES, MARQUEES AND SIGNS SHALL BE LOCATED
 NOT LESS THAN 2 FEET (610 MM) IN FROM THE CURB LINE.
  
 3) PROVISO: ON THE LIFE SAFETY PLAN A-106D. THE 7 FOOT
 HIGH PRE-CAST PROPERTY LINE WILL REQUIRE A SEPARATE
 PERMIT, REVIEW AND ASSOCIATED FEES. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION 105.1
 A PERMIT IS REQUIRED.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST./ WEST PALM BEACH. FL 33402
 TEL: 561-805-6715 / FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-02-27 Cont ID  
Sent By jwitmer Date 2017-02-27 Time 09:26 Rev Time 0.00
Received By jwitmer Date 2017-02-27 Time 06:55 Sent To  
Notes
2017-02-27 09:26:26BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17020359
 ADD: 518 S. DIXIE HWY. (1ST FLOOR BUILD-OUT)
 CONT: TBD
 TEL: 954-570-9500
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: FRI. FEB. 24/2017
 ACTION: DENIED
  
 1) SHEETS A-101D & A-106D THE LIFE SAFETY PLAN SHOWS
 THE 1ST FLOOR AS A MERCANTILE OCCUPANCY OF
 APPROXIMATELY 3,598 SQUARE FEET / 30 SQ. FT. PER
 OCCUPANT = 117 THE OCCUPANT LOAD. WITH THE BREAK OUT
 AREA OF THE KITCHEN AND COFFEE BAR AREA THE OCCUPANT
 LOAD IS REDUCED DRAMATICALLY BUT STILL OVER 50
 OCCUPANTS.
 THE PAIR OF DOORS THAT FACE DIXIE HWY WILL NEED TO BE A
 PAIR OF OUTSWING DOORS BUT NOT CROSS OVER THE PROPERTY
 LINE. THIS SPACE WAS BROKEN UP INTO 3 TENANT SPACES
 WHERE THE OCCUPANT LOAD WAS NOT AS HIGH.
  
 2014 FBC-B 1008.1.2 DOOR SWING. (9) DOORS SHALL SWING
 IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM
 OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE
 PERSONS.
  
 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. DOORS AND WINDOWS SHALL NOT OPEN OR
 PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 2) THE LIFE SAFETY PLAN A-106D SHOWS AN OUTSIDE AREA A
 DINING GARDEN WITH AN OCCUPANT LOAD OF 28 OCCUPANTS.
 THE LAYOUT OF THE TABLES AND CHAIRS FOR DINING IS NOT
 SHOWN ON THE LIFE SAFETY PLAN PLEASE SHOW THE SEATING
 ARRANGEMENT FOR MEANS OF EGRESS SHOW COMPLIANCE WITH
 FBC-B 1017.5 AISLES IN OTHER THAN ASSEMBLY SPACES AND
 GROUPS B AND M. PLEASE NOTE WHEN THE OCCUPANT LOADS FOR
 DINING MAY BE A A2 USAGE THE OCCUPANCY TYPE IS
 CONSIDERED BUSINESS NOT ASSEMBLY. FBC-B 303.1.2 SMALL
 ASSEMBLY SPACES.
 2. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS
 LESS THAN 750 SQUARE FEET (70 M2) IN AREA AND ACCESSORY
 TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B
 OCCUPANCY OR AS PART OF THAT OCCUPANCY.
  
 3) ON THE LIFE SAFETY PLAN A-106D PLEASE PROVIDE THE
 DIMENSIONS BETWEEN THE (2) BUILDING AND ALSO PROVIDE
 THE DIMENSION BETWEEN THE TAYLOR SHOP AND THE ADJACENT
 PROPERTY LINE. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 3A) ON THE LIFE SAFETY PLAN A-106D PLEASE NOTE THERE IS
 NO DOOR & GATE SCHEDULE FOUND WITHIN THE SET OF PLANS,
 PLEASE PROVIDE A DOOR & GATE SCHEDULE AND NOTE THE
 REQUIREMENT FOR PANIC AND FIRE EXIT HARDWARE. 2014
 008.1.10 PANIC AND FIRE EXIT HARDWARE.
 DOORS AND OR GATES SERVING ROOMS OR SPACES WITH AN
 OCCUPANT LOAD OF 50 SHALL NOT BE PROVIDED WITH A LATCH
 OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT
 HARDWARE.
  
 3B) ON THE LIFE SAFETY PLAN A-106D. THE (2) SINGLE REAR
 EXIT DOORS SHOWN DOES NOT SHOW THE DIMENSION BETWEEN
 THE 2 BUILDINGS MAY NOT COMPLY WITH SECTION 1005.7.1
 DOORS. DOORS, WHEN FULLY OPENED, SHALL NOT REDUCE THE
 REQUIRED WIDTH BY MORE THAN 7 INCHES (178 MM). DOORS IN
 ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY
 MORE THAN ONE-HALF. WITH OCCUPANT LOADS OF 50 OR MORE
 THE REQUIRED EGRESS WIDTH OF 44 INCHES IS REQUIRED, ?
 OF THAT DIMENSION WOULD BE 22 INCHES.
  
 4) ON THE LIFE SAFETY PLAN A-106D. THE 7 FOOT HIGH
 PRE-CAST PROPERTY LINE WILL REQUIRE A SEPARATE PERMIT,
 REVIEW AND ASSOCIATED FEES. 2014 FLORIDA BUILDING CODE
 W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 105.1 A PERMIT
 IS REQUIRED.
  
 5) ON THE LIFE SAFETY PLAN A-106D. FBC-B 1027.4.2
 CONSTRUCTION AND OPENINGS. WHERE AN EGRESS COURT
 SERVING A BUILDING OR PORTION THEREOF IS LESS THAN 10
 FEET (3048 MM) IN WIDTH, THE EGRESS COURT WALLS SHALL
 HAVE NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED
 CONSTRUCTION FOR A DISTANCE OF 10 FEET (3048 MM) ABOVE
 THE FLOOR OF THE COURT. OPENINGS WITHIN SUCH WALLS
 SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
 PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
  
 6) ON THE LIFE SAFETY PLAN A-106D. THE WAY THE 2ND
 STORY STAIRWELL APPEARS TO BE COMING OUT OF A 2 STORY
 TAYLOR SHOP AND EXITING THE STAIR ON A LANDING BETWEEN
 THE 2 BUILDING AND STILL TRAVELING DOWN 4 RISERS TO
 GRADE, WE KNOW THAT IS NOT THE INTENT BUT THE DEPICTION
 OF THE STAIRS SHOULD SHOW THE HIDDEN LINES OF THE 2ND
 STORY PORTION OF THE STAIR AND ENCLOSURE. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 7) ON THE LIFE SAFETY PLAN A-106D. PLEASE SHOW
 COMPLIANCE WITH THE FOLLOWING 2014 FBC- ACCESSIBILITY
 REQUIREMENTS:
 7A) 904.4 SALES AND SERVICE COUNTERS. SALES COUNTERS
 AND SERVICE COUNTERS SHALL COMPLY WITH 904.4.1 OR
 904.4.2. THE ACCESSIBLE PORTION OF THE COUNTER TOP
 SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE
 COUNTER TOP.
 ACCESS. CODE 227.1. WHERE PROVIDED, CHECK-OUT AISLES,
 SALES COUNTERS, SERVICE COUNTERS, FOOD SERVICE LINES,
 QUEUES, AND WAITING LINES SHALL COMPLY WITH 227 AND
 904.
  
 7B) ACCESS. CODE 902.1. DINING SURFACES AND WORK
 SURFACES SHALL COMPLY WITH 902.2 AND 902.3.
  
  
 7B)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 7B)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND
 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 7B)(3) 226 DINING SURFACES AND WORK SURFACES. 226.1.
 WHERE DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION
 OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE SEATING
 SPACES AND STANDING SPACES AT THE DINING SURFACES SHALL
 COMPLY WITH 902. IN ADDITION, WHERE WORK SURFACES ARE
 PROVIDED FOR USE BY OTHER THAN EMPLOYEES, AT LEAST 5
 PERCENT SHALL COMPLY WITH 902.
  
 8A) ON THE LIFE SAFETY PLAN A-106D. THE PLANS DO NOT
 INDICATE HOW MANY OF THE ENTRANCE/ EXITS ARE FLUSH OR
 WITHIN ? INCH OF THE FINISH INTERIOR FLOOR. ACCESS.
 CODE 206.2.4 SPACES AND ELEMENTS. AT LEAST ONE
 ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR
 FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND
 ELEMENTS WITHIN THE BUILDING OR FACILITY WHICH ARE
 OTHERWISE CONNECTED BY A CIRCULATION PATH UNLESS
 EXEMPTED BY 206.2.3 EXCEPTIONS 1 THROUGH 7.
 8B) ON THE LIFE SAFETY PLAN A-106D. ACCESS. CODE
 206.4.1 PUBLIC ENTRANCES. IN ADDITION TO ENTRANCES
 REQUIRED BY 206.4.2 THROUGH 206.4.9, AT LEAST 60
 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH 404.
  
 9A) SHEET A-501 D DETAIL #9 SHOWS BRAILLE ON A SIGN AND
 THE HEIGHT OF THE BRAILLE IS 5 FOOT ABOVE FINISHED
 FLOOR. NOTE, THIS IS ABOVE REACH RANGES. SEE
 ACCESSIBILITY 308.2 FORWARD REACH & 308.3 SIDE REACH.
 703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE
 CHARACTERS (BRAILLE) ON SIGNS SHALL BE LOCATED 48
 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND
 SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST
 TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE
 BASELINE OF THE HIGHEST TACTILE CHARACTER.
  
 9B) SHEET A-501 D DETAIL #2 SHOWS THE GRAB RAILS FOR
 THE WATER CLOSET TO BE MEASURED FROM FLOOR CENTERLINED
 ABOVE THE FLOOR. IN THE 2014 FBC-ACCESS. CODE IN
 SECTION 609.4 THE MEASUREMENTS ARE NO LONGER CENTER
 LINED BUT TAKEN FROM THE TOP OF THE GRASPING SURFACE.
 ACCESS. CODE 609.4.
  
 10) THE COVERSHEET A-001D INDICATES THE SECOND FLOOR IS
 TO HAVE FIRE SPRINKLERS THROUGHOUT THE SECOND FLOOR AND
 STAIRS ONLY WHEREAS THE FLOOR PLAN FP1.1 SHOWS A FIRE
 SPRINKLER LAYOUT FOR THE 1ST FLOOR ONLY.
  
 11A) SHEET A-102D THE 1ST FLOOR LIFE SAFETY PLAN SHOWS
 AREA OF THE 1ST FLOOR WITH 2 LAYERS OF 5/8 GYPSUM.
 THE COVERSHEET A-001D INDICATES 2 HOUR FIRE SEPARATION
 BETWEEN THE 1ST FLOOR MERCANTILE OCCUPANCY AND THE 2ND
 FLOOR R2 OCCUPANCY. PLEASE PROVIDE THE FLOOR CEILING
 ASSEMBLY PROVIDING THE 2 HOUR FIRE RATING AS REQUIRED
 BY TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS
 FOR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS. 2HRS.
  
 11B) SHEET A-102D THE CEILING PLAN HAS A CEILING LABEL
 DESIGNATED CLG-4 ? (2) LAYERS OF 5/8 INCH TYPE X GYPSUM
 ON THE CEILING THERE ARE OTHER TAGS SUCH AS CLG-3 NEW
 ACOUSTICAL CEILING 2 X2 CEILING TILE GRID. IS THERE NO
 HORIZONTAL FIRE ASSEMBLY SEPARATING THE OCCUPANCIES
 ABOVE THIS DROP CEILING? FBC-B TABLE 707.3.10.
  
 12) ON THE PERMIT APPLICATION BOTH SIGNATURES ARE
 NEEDED, THE OWNER AND SIGNATURE OF THE QUALIFIER FOR
 THE CONTACTOR. 105.1 PERMIT REQUIRED.
  
 13) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2017-12-12 Cont ID  
Sent By jleahy Date 2017-12-07 Time 16:33 Rev Time 0.00
Received By jleahy Date 2017-12-07 Time 14:59 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2017-08-07 Cont ID  
Sent By jpearson Date 2017-08-07 Time 09:51 Rev Time 0.00
Received By jpearson Date 2017-08-07 Time 09:51 Sent To  
Notes
2017-08-07 09:51:49CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PREVIOUS COMMENTS # 1 AND 2 NOT ADDRESSED
 SATISFACTORILY. THERE ARE SEVERAL DISCREPANCIES BETWEEN
 THE PLAN FOR PERMIT 16070183 AND THE PLAN SUBMITTED FOR
 THIS PERMIT. AS ONE EXAMPLE, THE NUMBERING OF MAINS AND
 THEIR LOCATIONS IS NOT CONSISTENT. ADDITIONALLY, ONE
 PLAN STATES THAT MAIN 1 IS 400 AMP SERVICE TO PHASE 1
 WHILE THE OTHER STATES THAT MAIN 1 IS A 225 AMP
 SERVICE, BUT THE LOAD CALC SHOWS MAIN 1 WITH AN 800 AMP
 LINE GUTTER. SOME OF THE PREVIOUS REQUEST, SUCH AS A
 COMMON GROUNDING ELECTRODE SYSTEM ARE NOT SHOWN. WHAT
 IS THE MAIN LABELED AS "MAIN A'? IS THIS ON A BUIDLING
 WITH A DIFFERENT ADDRESS? WE ADVISE THAT THE DESIGN
 PROFESSIONAL RESPONSIBLE COME IN AND MEET WITH THE PLAN
 REVIEWER TO EXPLAIN ALL OF THESE DISCREPANCIES. FBC
 107.2.1, NEC 220, 230.2, 250.58, 250.94
  
 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. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-03-02 Cont ID  
Sent By jleahy Date 2017-03-02 Time 08:24 Rev Time 0.00
Received By jleahy Date 2017-03-01 Time 16:44 Sent To  
Notes
2017-03-02 08:22:081ST ELECTRICAL REVEIW JAKE LEAHY 2/28/17
  
 1) E.02 PHASE 1 RISER DIAGRAM:
  
 A) NEED LOAD CALCULATION FOR THE 225A MAIN AND HOW IT
 WAS FIGURED. PER 220
 B) PANEL SCHEDULES FOR PANELS "A", "B", "C" 408.4(A)
 C) INTERSYSTEM BONDING TERMINATION REQUIRED AT SERVICE
 250.94
 D) COMMON GORUNDING ELECTRODE REQUIRED 250.58
  
 2) E.02 PHASE 2 RISER DIAGRAM:
  
 A) MAIN DISCONNECT FUSED AT 600A? 230.90(A), 230.91
 B) LOAD CALCULATION FOR THE 600A MAIN PER 220
 C) INTERSYSTEM BONDING TERMINATION REQUIRED AT SERVICE
 250.94
 D) PANEL SCHEDULES 408.4(A)(B)
  
 3) PAGE E1.1:
  
 A) OUTLETS UNDER BAR TO SHALL BE GFCI PROTECTED IF
 WITHIN 6' OF A SINK 210.8(B)(5)
 B) USB OUTLET RECEPTACLES SHALL BE LISTED 110.3(A)(B)
  
 4) PAGE E1.2:
  
 A) LIGHTING POWER ALLOWANCES FOR SPACE ARE REQUIRED PER
 FBC EC C405.5.2
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2017-11-28 Cont ID  
Sent By wjolin Date 2017-11-28 Time 14:32 Rev Time 0.00
Received By wjolin Date 2017-11-28 Time 14:29 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-07-14 Cont ID  
Sent By wjolin Date 2017-07-14 Time 11:28 Rev Time 0.00
Received By wjolin Date 2017-07-14 Time 11:24 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-02-21 Cont ID  
Sent By wjolin Date 2017-02-21 Time 10:48 Rev Time 0.00
Received By wjolin Date 2017-02-15 Time 16:14 Sent To  
Notes
2017-02-21 10:47:52518 SOUTH DIXIE HIGHWAY
 PERMIT #17020359
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 GENERAL: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW
 EMERGENCY RESPONDERS NON-FORCIBLE ENTRY INTO THE
 BUILDING DURING NON-BUSINESS HOURS. A KEY SAFE CAN BE
 ORDERED FROM WWW.KNOXBOX.COM
  
 SHEET A-001D/A-106D/FP1.1: ARCHITECTURAL SHEETS
 INDICATE FIRE SPRINKLERS WILL ONLY BE PROTECTING THE
 SECOND FLOOR; HOWEVER, THE FIRE PROTECTION DRAWING
 INDICATES BOTH FLOORS WILL BE PROTECTED.
  
 SHEET A-106D: ADD INTENDED SEATING PLAN TO THE LIFE
 SAFETY PLAN.
  
 SHEET A-106D: SOUTHWEST EGRESS DOORS (DOUBLE DOORS) ARE
 SWINGING AGAINST THE FLOW OF EGRESS. PER NFPA 101
 SECTION 7.2.1.4.2, DOORS SERVING AN OCCUPANT LOAD OF 50
 OR MORE PERSONS SHALL SWING IN THE DIRECTION OF EGRESS.
  
 SHEET FP1.1: THE ARCHITECTURAL PLANS INDICATE THIS IS
 PRIMARILY A MERCANTILE OCCUPANCY. A SPRINKLER SYSTEM
 DESIGNED FOR ORDINARY HAZARD MAY BE MORE APPROPRIATE.
  
 SHEET FP1.1: NO CIVIL PLANS SUBMITTED SHOWING THE
 INCOMING FIRE MAIN AND FIRE DEPARTMENT CONNECTION.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 1 Status P Date 2017-12-14 Cont ID  
Sent By gjohnson Date 2017-12-14 Time 14:45 Rev Time 0.00
Received By gjohnson Date 2017-12-14 Time 14:45 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2018-01-10 Cont ID  
Sent By aclange Date 2018-01-10 Time 15:46 Rev Time 0.00
Received By aclange Date 2018-01-09 Time 13:37 Sent To  
Notes
2018-01-10 13:37:28IMPACT FEES ROUTED TO ACLANGE
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date   Cont ID  
Sent By   Date 2018-01-04 Time   Rev Time 0.00
Received By lmarchan Date 2017-12-22 Time 16:31 Sent To  
Notes
2017-12-22 16:31:35RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-12-18 Cont ID  
Sent By cpuell Date 2017-12-18 Time 16:48 Rev Time 0.00
Received By cpuell Date 2017-11-17 Time 10:45 Sent To  
Notes
2017-11-21 10:46:01C08
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-08-18 Cont ID  
Sent By gjohnson Date 2017-08-18 Time 13:19 Rev Time 0.00
Received By gjohnson Date 2017-07-11 Time 14:08 Sent To  
Notes
2017-07-13 14:08:13B28
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-03-14 Cont ID  
Sent By tklarge Date 2017-03-14 Time 09:56 Rev Time 0.00
Received By tklarge Date 2017-02-08 Time 14:03 Sent To  
Notes
2017-02-09 14:03:33B21
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2018-01-10 Cont ID  
Sent By aclange Date 2018-01-10 Time 15:46 Rev Time 0.00
Received By aclange Date 2018-01-10 Time 15:29 Sent To  
Notes
2018-01-10 15:34:461/8/18
  
 PLANS STAMPED BY PALM BEACH COUNTY.
  
 MU 2017 685
  
 NO FEES DUE.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2017-08-04 Cont ID  
Sent By jwitmer Date 2017-08-04 Time 10:04 Rev Time 0.00
Received By jwitmer Date 2017-08-04 Time 10:04 Sent To  
Notes
2017-08-04 10:04:13IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-02-27 Cont ID  
Sent By jwitmer Date 2017-02-27 Time 09:26 Rev Time 0.00
Received By jwitmer Date 2017-02-27 Time 09:26 Sent To  
Notes
2017-02-27 09:27:23IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2018-01-04 Cont ID  
Sent By ccole Date 2018-01-04 Time 11:01 Rev Time 0.00
Received By ccole Date 2018-01-03 Time 12:12 Sent To I
Notes
2018-01-04 11:07:36MECHANICAL PROVISOS
 1/4/18
  
 1) REVISION REQUIRED TO RELOCATE OUTSIDE AIR INTAKES
 MINIMUM 10' FROM ADJACENT BUILDING.
  
 2) SEPARATE PERMITS REQUIRED FOR KITCHEN EXHAUST HOOD,
 FIRE SUPPRESSION SYSTEM,
  
 & WALK-IN COOLER. NOTE: ENGINEERING FOR INSTALLATION OF
 THE EXTERIOR HOOD EXHAUST AND SUPPLY DUCTWORK.
  
  
 DEFERRED SUBMITTALS:
  
 1) ROOFTOP AC CONDENSER AND STAND ENGINEERING AND NOA
  
 2) OUTSIDE AIR INTAKE LOUVER NOA
  
 3) ROOF LADDER CONSTRUCTION DETAILS
  
 ENGINEERING FOR INSTALLATION OF THE EXTERIOR HOOD
 EXHAUST AND SUPPLY DUCTWORK
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
  
  
  
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2017-11-30 Cont ID  
Sent By ccole Date 2017-11-30 Time 10:22 Rev Time 0.00
Received By ccole Date 2017-11-30 Time 07:19 Sent To  
Notes
2017-11-30 10:25:273RD REVIEW FBC-2014 MECHANICAL
 PERMIT #17020359
 11/30/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 A) SOME OF THE COMMENTS FROM THE PREVIOUS REVIEW STILL
 EXIST. I HAVE REPRINTED THOSE BELOW- PLEASE COMPLY.
  
 1) COMMENT #1 FROM THE 1ST REVIEW STILL EXISTS. NO
 CHANGES TO THE O/A CALCULATION SCHEDULE HAVE BEEN MADE-
 SEE SHEET M0.1. ( PLEASE NOTE THAT THE OUTDOOR AIR RATE
 FOR DINING ROOMS IS BASED ON AN OCCUPANT LOAD OF 70
 PERSONS PER 1000 SQ. FT- PLEASE REVISE THE CALCULATION
 USING THE CORRECT NUMBERS OF PERSONS.)
  
 2) COMMENT 4 FROM THE 1ST REVIEW STILL EXISTS: THE O/A
 INTAKE OPENINGS FOR THE AHU'S ARE NOT LOCATED A MINIMUM
 OF 10' AWAY FROM THE ADJACENT BUILDING. THIS INCLUDES
 AHU-1, AHU-2, AHU-1A & AHU- 1B.
  
 4) SUBMIT TWO COPIES OF NOA #16- 0601.01 WITH ALL
 APPLICABLES NOTES, ASSEMBLY AND INSTALLATION DETAILS,
 AND DESIGN PRESSURES ETC. EITHER CIRCLED, HIGHLIGHTED,
 OR OTHERWISE MARKED BY THE ENGINEER OF RECORD.
  
 5) SHOW THE LOCATION OF THE DRYER DUCT CHASE ON THE
 FLOOR PLAN AND PROVIDE A CLEANOUT PER SECTION 504.3.
  
 6) PROVIDE STRUCTURAL DETAILS FOR ATTACHING THE MUA
 DUCTWORK TO THE SIDE OF THE BUILDING- SECTION 301.15.
  
 B) M1.1: IT APPEARS THAT AHU-1 IS BEING INSTALLED ABOVE
 THE WALK-IN COOLER BOX WHICH WILL RESTRICT ACCESS TO
 THE UNIT DESPITE THE ACCESS PANEL LOCATED IN THE
 CEILING ABOVE THE BOX. SEE SHEET A-102D.
  
 C) SHEET A507D WHICH IS SUPPOSED TO PROVIDE ROOF LADDER
 CONSTRUCTION DETAILS IS MISSING FROM THE PLAN SETS.
 PLEASE SEE SHEET A-101D, FLOOR PLAN NOTE #1 WHICH IS
 IDENTIFYING THE ROOF LADDER AND REFERRING TO THE PLAN
 SHEET.
  
 D) PLEASE PROVIDE A PLAN INDEX.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2017-08-09 Cont ID  
Sent By ccole Date 2017-08-09 Time 14:13 Rev Time 0.00
Received By ccole Date 2017-08-09 Time 13:06 Sent To  
Notes
2017-08-09 14:41:071ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17020539
 8/9/17
  
 PLAN REVIEW RESULTS: DENIED.
  
  
 1) COMMENT #1 FROM THE 1ST REVIEW STILL EXISTS. NO
 CHANGES TO THE O/A CALCULATION SCHEDULE HAVE BEEN MADE-
 SEE SHEET M0.1
  
 2) COMMENT 4 FROM THE 1ST REVIEW STILL EXISTS: THE O/A
 INTAKE OPENING FOR AHU-1 IS NOT LOCATED A MINIMUM OF
 10' AWAY FROM THE ADJACENT BUILDING.
  
 3) COMMENT 6 FROM THE 1ST REVIEW STILL EXISTS: SHOW THE
 LOCATION OF KEYNOTE #3 (THE REMOVABLE ACCESS PANEL FOR
 AHU-1).
  
 4) SUBMIT TWO COPIES OF NOA #16- 0601.01 WITH ALL
 APPLICABLES NOTES, ASSEMBLY AND INSTALLATION DETAILS,
 AND DESIGN PRESSURES ETC. EITHER CIRCLED, HIGHLIGHTED,
 OR OTHERWISE MARKED BY THE ENGINEER OF RECOR
  
 5) SHOW THE LOCATION OF THE DRYER DUCT CHASE ON THE
 FLOOR PLAN AND PROVIDE A CLEANOUT PER SECTION 504.3.
  
 6) PROVIDE STRUCTURAL DETAILS FOR ATTACHING THE MUA
 DUCTWORK TO THE SIDE OF THE BUILDING- SECTION 301.15.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-02-10 Cont ID  
Sent By ccole Date 2017-02-10 Time 15:00 Rev Time 0.00
Received By ccole Date 2017-02-10 Time 15:00 Sent To  
Notes
2017-02-10 15:32:211ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17020359
 2/10/17
  
 1) SHEET M0.1: PLEASE CORRECT THE O/A CALCULATION FOR
 THE DINING ROOM TO THE REQUIREMENTS OF TABLE 403.3, AND
 NOT TO THE ARCHITECTURAL SEATING LAYOUT WHICH IS NOT
 SHOWN ON THE ARCHITECTURAL SHEETS.
  
 2) THE CITY OF WEST PALM BEACH CONSTRUCTION SERVICES
 DIVISION REQUIRES SEPARATE PERMITS FOR KITCHEN EXHAUST
 HOODS, FIRE SUPPRESSION, AND WALK-IN COOLERS AND
 FREEZERS. PLEASE PLACE A NOTE ON THE ACCORDINGLY.
  
 3) M1.1: PLEASE ENLARGE THE PRINT IDENTIFYING THE
 DIMENSIONS OF KITCHEN HOOD EXHAUST AND SUPPLY DUCTWORK,
 AND INLET AND OUT SIZES. PLEASE NOTE THAT ADDITIONAL
 COMMENTS REGARDING THE KITCHEN EXHAUST HOODS, THE
 EXISTING EXHAUST RISER, ETC. MAY OCCUR WHEN SEPARATE
 PLANS ARE SUBMITTED FOR REVIEW.
  
 4) M1.1: THE O/A INLETS (KEYNOTES 3 & 4) CANNOT BE
 LOCATED WITHIN 10' OF LOT LINES OR BUILDINGS ON THE
 SAME LOT- SECTION 401.4. PLEASE RELOCATE THE INLETS AND
 PROVIDE LOUVERS TO PROTECT THE OPENINGS IF THE INLETS
 ARE TO BE RELOCATED TO OTHER EXTERIOR WALL LOCATIONS-
 SEE SECTION 401.5 AND SUBMIT A FLORIDA PRODUCT APPROVAL
 AND/OR A MIAMI-DADE NOA FOR THE LOUVERS.
  
 5) M1.1: REFER TO SECTION C403.2.4.4 FBC-14 ENEREGY
 CONSERVATION AND PROVIDE DAMPERS FOR THE O/A DUCTS THAT
 WILL AUTOMATICALLY SHUT WHEN THE SYSTEMS OR SPACES ARE
 NOT IN USE.
  
 6) M1.1: THE PLAN APPEARS TO INDICATE THAT ACCESS FOR
 MAINTENANCE AND REPLACEMENT OF AHU-1 WILL BE OBSTRUCTED
 BY THE WALK-IN COOLER- SEE SECTION 306.1 AND RELOCATE
 IT TO AN ACCESSIBLE LOCATION.
  
 7) M0.1: PROVIDE SIZES FOR THE B & C DIFFUSERS, AND THE
 D RETURN GRILLES SHOWN IN THE SCHEDULE.
  
 8) M0.2: SUBMIT TWO COPIES OF NOA #13-1017.09 WITH ALL
 APPLICABLES NOTES, ASSEMBLY AND INSTALLATION DETAILS,
 AND DESIGN PRESSURES ETC. EITHER CIRCLED, HIGHLIGHTED,
 OR OTHERWISE MARKED BY THE ENGINEER OF RECORD.
  
 9) M1.2: THE PLAN SHOWS A MAKEUP AIR DUCT FOR A DRYER,
 HOWEVER NO DRYER IS SHOWN IN THE PROPOSED RESTAURANT-
 PLEASE CLARIFY AND NOTE THAT WIND LOAD ENGINEERING IS
 REQUIRED FOR TIE DOWN OF THE DUCT TO THE ROOF
 STRUCTURE- SECTION 301.15.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2017-12-14 Cont ID  
Sent By gjohnson Date 2017-12-14 Time 14:44 Rev Time 0.00
Received By gjohnson Date 2017-12-14 Time 14:44 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2017-08-18 Cont ID  
Sent By gjohnson Date 2017-08-18 Time 12:40 Rev Time 0.00
Received By gjohnson Date 2017-08-18 Time 12:40 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-03-14 Cont ID  
Sent By tklarge Date 2017-03-14 Time 09:55 Rev Time 0.00
Received By tklarge Date 2017-03-13 Time 12:13 Sent To  
Notes
2017-03-14 06:40:161) SUBMIT FACTORY SIZING CALCULATIONS FRROM SCHIER FOR
 THE SIZING OF THE NEW GREASE INTERCEPTOR. 2014
 FBC-PLUMBING, SEC. 1003.2.
 2) SHT.A 501D - DETAIL #2 - THE TOILET PAPER DISPENSER
 IN THE ACCESSIBLE TOILET ROOMS 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 14 INCHES MINIMUM AND
 19 INCHES MAXIMUM ABOVE THE FINISH FLOOR.THERE SHALL BE
 A CLEARANCE OF 1 1/2 INCHES MINIMUM BELOW THE GRAB BAR.
 2014 FBC-ACCESS. SEC.604.9.6.
 3) SHT. A 501D-DETAIL #2 - THE HEIGHT OF THE GRAB BARS
 SHALL BE MEASURED TO THE TOP OF THE GRIPPING SURFACE,
 NOT TO THE CENTERLINE.2014 FBC-ACCESS. SEC. 609.4.
 4) SHT. A 501D - DETAIL #10 - PROTRUDING OBJECTS SHALL
 COMPLY WITH 2014 FBC-ACCESS. SEC.307.2.
 5) SHT. A 405D - SHOW THE LOCATION OF THE WINE
 DISPENSER ON THE PLAN ( ITEM# B1).
 6) SHT. P1.3 - EQUIPMENT ITEM #B10 IS NOTED AS AN
 ICEMAKER AND THE WASTE IS DISCHARGING INTO THE GREASY
 WASTE SYSTEM. WASTES THAT DO NOT REQUIRE TREATMENT OR
 SEPARATION SHALL NOT BE DISCHARGED INTO ANY INTERCEPTOR
 OR SEPARATOR. 2014 FBC-PLUMBING SEC.1003.2. THIS WASTE
 SHALL DISCHARGE TO THE SANITARY.
 7) SHT. P1.4 - SIZE THE REMAINDER OF THE GAS LINE TO
 EQUIPMENT K6 & K1.
 8) SHT. P1.4 SHOWS "EXISTING/NEW" (2) 1 INCH BACKFLOW
 PREVENTTERS. ARE THEY "NEW" OR "EXISTING". CLARIFY.
 9) A MINIMUM OF TWO DRINKING FOUNTAINS ARE REQUIRED PER
 2014 FBC-PLUMBING, TABLE 403.1, FOOTNOTE "E" & 2014
 FBC-ACCESSIBILITY SEC. 211.2.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status P Date 2018-11-07 Cont ID  
Sent By gjohnson Date 2018-11-07 Time 15:50 Rev Time 0.00
Received By gjohnson Date 2018-11-07 Time 15:50 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2017-12-18 Cont ID  
Sent By   Date 2017-12-18 Time   Rev Time 0.00
Received By kmartin Date 2017-12-18 Time 15:45 Sent To I
Notes
2017-12-18 15:46:50PROVISO: PARKING REQUIREMENTS SHALL BE MET BEFORE FINAL
 CO.
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN MARTIN
 -URBAN DESIGN PLANNER AT [email protected].
Review Stop Z ZONING
Rev No 2 Status F Date 2017-08-17 Cont ID  
Sent By   Date 2017-08-17 Time   Rev Time 0.00
Received By kmartin Date 2017-08-17 Time 10:47 Sent To  
Notes
2017-08-17 10:47:311. TRANSPARENCY REQUIREMENTS ALONG HIBISCUS STREET
 SHALL BE MET BY PROVIDING A MINIMUM OF 250 SQUARE FEET
 OF FENESTRATION ALONG THE GROUND FLOOR.
  
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN MARTIN
 -URBAN DESIGN PLANNER AT [email protected].
Review Stop Z ZONING
Rev No 1 Status P Date 2017-03-09 Cont ID  
Sent By   Date 2017-03-09 Time   Rev Time 0.00
Received By kmartin Date 2017-03-09 Time 15:57 Sent To  
Notes
***NONE***


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