Plan Review Details - Permit 17060134
Plan Review Stops For Permit 17060134
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-11-20 Cont ID  
Sent By jwitmer Date 2017-11-20 Time 11:02 Rev Time 0.00
Received By jwitmer Date 2017-11-18 Time 14:46 Sent To  
Notes
2017-11-20 10:49:222014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17060134
 ADD: 900 N. OLIVE AVE.
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-801-5058
 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: MON. NOV. 20/ 2017
 ACTION: APPROVED
  
 SUBMITTED PRODUCT APPROVALS :
 1) CGI WINDOWS & DOORS SENTINEL 130 FIXED NOA
 15-0413.03
 2) CGI WINDOWS & DOORS SENTINEL MULLION NOA 14-1103.09
 3) CGI WINDOWS & DOORS 160 SENTINEL OUT NOA 14-1015.04
 4) ROOF SUNLAST METALS 1 3/4 IN. SNAP LOCK NOA
 12-0719.03
  
 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 F Date 2017-09-30 Cont ID  
Sent By jwitmer Date 2017-09-30 Time 10:31 Rev Time 0.00
Received By jwitmer Date 2017-09-30 Time 09:16 Sent To  
Notes
2017-09-30 10:33:572014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17060134
 ADD: 900 N. OLIVE AVE.
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-801-5058
 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: SAT. SEPT. 30/ 2017
 ACTION: DENIED
  
 NO NARRATIVE SUBMITTED WHERE THE CHANGES TO THE PLAN
 WERE MADE!!!!!!!
  
 1) THE LIFE SAFETY PLAN:
 1A-B) NEW PLAN CONCEPT, NO VERTICAL ADDITION.
 DISCREPANCY IN PERMIT APPLICATION AND PLANS. THE PERMIT
 APPLICATION STILL INDICATES UNDER THE SCOPE OF WORK AN
 ADDITION. SHEET L-1 INDICATES A PROPOSED 2 STORY
 BUILDING. DISCREPANCY IN THE PLANS AND PERMIT
 APPLICATION. 107.2.1.3. ADDITIONAL INFORMATION
 REQUIRED. CORRECT BOTH THE SCOPE OF WORK ON THE PERMIT
 APPLICATION AND THE PLANS.
 1ST ROUND COMMENTS. 1A) LIST THE 2014 FLORIDA BUILDING
 CODE, EXISTING BUILDING CODE PLEASE ADD THE CHAPTER 11
 FOR ADDITIONS.
  
 1ST ROUND OF COMMENTS. 1B) IN THE 2014 FBC-EXISTING
 BUILDING CODE SECTION 1103.3.1 DEALS WITH VERTICAL
 ADDITIONS, PLEASE PROVIDE THAT THE EXISTING BUILDING
 WILL MEET THE WIND PROVISIONS OF THE FLORIDA BUILDING
 CODE BUILDING IN SECTION 1609. PLEASE PROVIDE
 DOCUMENTATION THAT THE VERTICAL ADDITION WILL NOT
 CREATE A NONCONFORMITY TO THE FOUNDATION, THAT IT WILL
 ACCEPT THE ADDITIONAL LOADING OF THE 2ND STORY
 ADDITION. 2014 EXISTING BUILDING CODE 1101.2 CREATION
 OR EXTENSION OF NONCONFORMITY.
  
 1C) COMPLIED. CONSTRUCTION TYPE: IIIB.
  
 1D-F) COMPLIED/ NEW DESIGN.
  
 1G) NEW DESIGN, NEW COMMENT PLEASE BE ADVISED AT BOTH
 ENTRY/ EGRESS DOORS THE EXTERIOR WALL TO INTERIOR
 FINISH WALLS SCALE OUT TO BE OVER 1?-0? THICK. PLEASE
 SHOW COMPLIANCE WITH THE 2014 FBC-ACCESSIBILITY CODE
 404.2.4.3 AND FIGURE 404.2.4.3( C ). 404.2.4.3 RECESSED
 DOORS AND GATES.
 MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE
 PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES OF THE
 LATCH SIDE OF A DOORWAY PROJECTS MORE THAN 8 INCHES
 BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO
 THE FACE OF THE DOOR.
  
 2-6) COMPLIED/ NEW PLAN, NOT REQUIRED.
  
 6A) NEW COMMENT: SHEET A1.1 DOOR TYPE A, C AND
 SIDELIGHT FOR DOOR TYPE B. NONE OF THESE DOORS OR
 SIDELIGHTS INDICATE THEY REQUIRE SAFETY GLAZING. SEE
 2014 FBC-B 2406.4.1 & 2406.4.2.
  
 7-10) COMPLIED/ NEW PLAN DESIGN.
  
 11) SHEET S.1:
 11A) 2ND REQUEST. STRUCTURAL NOTES DESIGN CRITERIA:
 RESIDENTIAL PLEASE UPDATE THE PLAN TO THE 2014 FLORIDA
 BUILDING CODE EXISTING BUILDING & FLORIDA BUILDING
 CODE-BUILDING.
  
 11B-13) COMPLIED/ NEW DESIGN.
  
 14) COMPLIED NEW DESIGN NO INCREASE IN FOOT PRINT OF
 BUILDING.
  
 15) 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.
  
 THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
 COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
 ON SUBSEQUENT REVIEWS.
  
 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
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-06-26 Cont ID  
Sent By jwitmer Date 2017-06-26 Time 11:37 Rev Time  
Received By jwitmer Date 2017-06-26 Time 07:29 Sent To  
Notes
2017-06-26 11:37:402014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17060134
 ADD: 900 N. OLIVE AVE.
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-801-5058
 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: MON. JUNE 26/ 2017
 ACTION: DENIED
  
 1) THE LIFE SAFETY PLAN:
 1A) LIST THE 2014 FLORIDA BUILDING CODE, EXISTING
 BUILDING CODE PLEASE ADD THE CHAPTER 11 FOR ADDITIONS.
  
 1B) IN THE 2014 FBC-EXISTING BUILDING CODE SECTION
 1103.3.1 DEALS WITH VERTICAL ADDITIONS, PLEASE PROVIDE
 THAT THE EXISTING BUILDING WILL MEET THE WIND
 PROVISIONS OF THE FLORIDA BUILDING CODE BUILDING IN
 SECTION 1609. PLEASE PROVIDE DOCUMENTATION THAT THE
 VERTICAL ADDITION WILL NOT CREATE A NONCONFORMITY TO
 THE FOUNDATION, THAT IT WILL ACCEPT THE ADDITIONAL
 LOADING OF THE 2ND STORY ADDITION. 2014 EXISTING
 BUILDING CODE 1101.2 CREATION OR EXTENSION OF
 NONCONFORMITY.
  
 1C) THE CONSTRUCTION TYPE IS LISTED AS CONSTRUCTION
 TYPE: IIB. THE 2014 FBC-B SECTION 603.1(1.3) ROOF
 CONSTRUCTION, INCLUDING GIRDERS, TRUSSES, FRAMING AND
 DECKING TO BE FIRE RETARDANT TREATED WOOD. NEITHER
 SHEETS A.6, A.7, S.2 NOR S.3 IDENTIFY THE TRUSS
 MATERIAL THE DECKING MATERIAL IS CALLED OUT AS 5/8 INCH
 CDX PLYWOOD. PLEASE UPDATE THE PLANS. THE SHEET A.6
 INDICATES WOOD STRINGERS.
  
 1D) THE LIFE SAFETY SHEET DOES NOT LIST THE COMMON PATH
 OF TRAVEL REQUIREMENTS OF TABLE 1014.3 OF THE 2014
 FBC-B NOR THE MEASURING OF TRAVEL DISTANCE MEASUREMENTS
 SHALL BE MADE ON A PLANE PARALLEL AND TANGENT TO THE
 STAIR TREAD NOSING IN THE CENTER OF THE STAIR AND
 LANDING. PLEASE PROVIDE THE MEASUREMENTS FROM THE
 FURTHEST POINTS ON THE 2ND FLOOR.
  
 1E) THE LIFE SAFETY PLAN INFORMATION LACKS INFORMATION
 IN REGARDS TO THE REQUIRED AREA OF REFUGE FOR 2ND STORY
 BUILDINGS THAT ARE NOT FIRE SPRINKLERED. PLEASE REVIEW
 THE 2014 ACCESSIBILITY CODE 207.1 MAKES REFERENCE TO
 THE 2003 IBC SECTION 1007. PLEASE REVIEW ALL OF THE
 REQUIREMENTS FOR AN AREA OF REFUGE:
 1007.3 SEE EXCEPTIONS. 48 INCHES IS REQUIRED BETWEEN
 HANDRAILS .
  
 1007.4 ELEVATORS. 1007.5 PLATFORM LIFTS.
  
 1007.6.2 SEPARATION , EACH AREA OF REFUGE SHALL BE
 SEPARATED FROM THE REMAINDER OF THE STORY BY A SMOKE
 BARRIER COMPLYING WITH 709. EACH AREA OF REFUGE SHALL
 BE DESIGNED TO MINIMIZE THE INTRUSION OF SMOKE. PLEASE
 NOTE THIS STAIRWAY IS NOT DESIGNED AS AN EXIT STAIR
 WITH AN ENCLOSED SHAFT BUT AS A EXIT ACCESS STAIRWELL
 WITH THE BOTTOM PORTION THAT WILL ALLOW SMOKE TO GATHER
 IN THE UPPERMOST PORTIONS OF THE STAIRWELL WHERE THE
 AREA OF REFUGE IS LOCATED.
  
 AREA OF REFUGE. 2003 IBC-B 1007.6 .3 TWO-WAY
 COMMUNICATION. AREAS OF REFUGE SHALL BE PROVIDED WITH
 TWO-WAY COMMUNICATION SYSTEM BETWEEN THE AREA OF REFUGE
 AND A CONTROL POINT. IF THE CENTRAL CONTROL POINT IS
 NOT CONSTANTLY ATTENDED, THE AREA OF REFUGE SHALL ALSO
 HAVE CONTROLLED ACCESS TO A PUBLIC TELEPHONE SYSTEM.
 LOCATION OF THE CENTRAL CONTROL POINT SHALL BE APPROVED
 BY THE FIRE DEPARTMENT. TWO-WAY COMMUNICATION SYSTEM
 SHALL INCLUDE BOTH AUDIBLE AND VISIBLE SIGNALS.
  
 1007.6.4 INSTRUCTIONS. IN AREAS OF REFUGE THAT HAVE A
 TWO-WAY EMERGENCY COMMUNICATIONS SYSTEM, INSTRUCTIONS
 ON THE USE OF THE AREA UNDER EMERGENCY CONDITIONS SHALL
 BE POSTED ADJOINING THE COMMUNICATIONS SYSTEM. THE
 INSTRUCTIONS SHALL INCLUDE ALL OF THE FOLLOWING;
 1) DIRECTIONS TO FIND OTHER MEANS OF EGRESS.
 2) PERSONS ABLE TO USE THE EXIT STAIRWAY DO SO AS SOON
 AS POSSIBLE, UNLESS THEY ARE ASSISTING OTHERS.
 3) INFORMATION ON THE PLANNED AVAILABILITY OF
 ASSISTANCE IN THE USE OF STAIRS OR SUPERVISED OPERATION
 OF ELEVATORS AND HOW TO SUMMON SUCH ASSISTANCE. 4)
 DIRECTIONS FOR THE USE OF THE EMERGENCY COMMUNICATIONS
 SYSTEM.
  
 1007.6.5 IDENTIFICATION. EACH DOOR PROVIDING ACCESS TO
 AN AREA OF REFUGE FROM AN ADJACENT FLOOR AREA SHALL BE
 IDENTIFIED BY A SIGN COMPLYING WITH ICC A117., STATING
 AREA OF REFUGE, AND INCLUDING THE INTERNATIONAL SYMBOL
 OF ACCESSIBILITY. WHERE EXIT SIGN ILLUMINATION IS
 REQUIRED BY SECTION 1011.2, THE AREA OF REFUGE SIGN
 SHALL BE ILLUMINATED. ADDITIONALLY, TACTILE SIGNAGE
 COMPLYING WITH ICC A117.1 SHALL BE LOCATED AT EACH DOOR
 TO AN AREA OF REFUGE.
  
 1007.7. SIGNAGE. AT EXITS AND ELEVATORS SERVING A
 REQUIRED ACCESSIBLE SPACE BUT NOT PROVIDING AN APPROVED
 ACCESSIBLE MEANS OF EGRESS, SIGNAGE SHALL BE INSTALLED
 INDICATING THE LOCATION OF ACCESSIBLE MEANS OF EGRESS.
  
 1F) SHEET LS.1 THE 2ND FLOOR LAYOUT, OFFICE AREAS 16
 JARETTS OFFICE, OFFICE #25 OCEAN WAY AND OFFICE AREA #
 16 OPEN SPACE. TO CONSIDER THIS AS AN OFFICE OCCUPANCY
 PLEASE PROVIDE A FURNITURE LAYOUT OTHERWISE IT WILL BE
 CONSIDERED AN A3 OCCUPANCY GROUP WHICH WILL IMPACT THE
 WHOLE 2ND STORY IN TERMS OF OCCUPANT LOADS, EGRESS
 REQUIREMENTS AND RESTROOMS. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 2) PLEASE PROVIDE DOCUMENTATION THAT THE LULA LIFT
 MEETS THE REQUIREMENTS OF ASME A17.1 AND THE REMAINDER
 OF THE REQUIREMENTS FOUND UNDER THE 2014
 FBC-ACCESSIBILITY CODE 408.2- 408.4.8.
  
 3) SHEET A.1 THE 1ST FLOOR IN THE CORRIDOR # 6 (41
 INCHES) WIDE YOU MAKE A LEFT HAND TURN INTO CORRIDOR #9
 WHICH IS 36 INCHES WIDE, WHILE THE ACCESSIBILITY CODE
 DOES NOT ADDRESS 90 DEGREE TURNS IT WOULD BE IDENTICAL
 TO GOING THROUGH DOORWAYS AND THE REQUIRED DISTANCES IT
 WOULD TAKE TO GET THROUGH THE DOOR.
 SEE FIGURE 404.2.4.1(H).
  
 4) THE CORRIDOR #9 WHICH IS ONLY 36 INCHES WIDE BOTH
 DOORS 108 & 109 BOTH BLOCK THE CORRIDOR 100%. PLEASE
 SEE SECTION 1005.7.1 OF THE 2014 FBC-B. DOORS IN ANY
 POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR WIDTH
 BY MORE THAN ONE-HALF OR IN THIS CASE 36 + 18= 54
 INCHES. PLEASE NOTE IF YOU ARE IN ROOM 110 AND GETTING
 INTO THE LULA LIFT THE CORRIDOR WIDTH WOULD AGAIN
 REQUIRE A 54 INCH CORRIDOR SEE ACCESS. CODE FIGURE
 404.2.4.1( E ).
  
 5) SHEET A. 1 THE FIRST FLOOR, ROOMS 102, 105 & 106
 PLEASE REVIEW FIGURE 404.2.4.1( F & J) BOTH WOULD
 REQUIRE A MINIMUM OF 42 INCHES FOR THE CORRIDOR # 06.
  
 6) SHEET A.1 ENTRY DOOR 102 DOES NOT HAVE THE REQUIRED
 18 INCHES ON THE PULL SIDE OF THE DOOR. SIGNAGE WILL BE
 REQUIRED INDICATING WHERE THE ACCESSIBLE ENTRY IS
 LOCATED. SEE 2014 ACCESS. CODE 216.3 DIRECTIONAL AND
 INFORMATION SIGNAGE.
  
 7) SHEET A.3 THE ELEVATIONS OF THE 1ST AND 2ND FLOOR
 ACCESSIBLE RESTROOMS DOES NOT PROVIDE DIMENSIONS FOR
 HEIGHT OR LENGTH OF ANY OF THE ACCESSIBLE ELEMENTS,
 LAVATORIES, WATER CLOSETS, GRAB BARS AND MIRRORS.
 107.2.1.3 ADDITIONAL INFORMATION REQUIRED, THE
 ACCESSIBLE ELEMENTS COULD NOT BE DETERMINED TO MEET THE
 CODE REQUIREMENTS OTHER THAN LAVATORY HEIGHT .
  
 8) SHEET A.4 THE 2ND FLOOR CEILING PLAN DOES NOT
 PROVIDE AN ACCESS TO THE ATTIC SPACE IN COMPLIANCE WITH
 THE 2014 FBC-B 1209.2.
  
 9) SHEET A.7. THE CUT SECTION THROUGH THE STRUCTURE
 SHOW THE USE OF 5 INCH X 24 INCH SCREEN VENTS @ 6
 INCHES ON CENTER. I BELIEVE THIS IS A TYPO AND SHOULD
 BE 6 FEET ON CENTER. PLEASE PROVIDE THE SQUARE FOOTAGE
 AND FORMULA FOR IF COMPLYING WITH 1/150 OR 1/300
 REQUIRING VENTILATORS IN THE UPPER PORTION OF THE ROOF.
 FBC-B 1203.2.
  
 10) IF THIS CONSTRUCTION TYPE STAYS A CONSTRUCTION TYPE
 IIB NON-COMBUSTIBLE CONSTRUCTION THEN THIS COMMENT WILL
 NOT APPLY. THE LS.1 SHEET INDICATES THE 2ND FLOOR AREA
 TO BE 1, 380 SQ. FT. SHEETS A.6 & S.2 NEITHER SHOWS THE
 INSTALLATION OF 2ND FLOOR DRAFT STOPPING. SEE 2014
 FBC-B 718.3.3 OTHER GROUP OCCUPANCIES. IN OTHER GROUPS,
 DRAFTSTOPPING SHALL BE INSTALLED SO THAT HORIZONTAL
 FLOOR AREAS DO NOT EXCEED 1,000 SQUARE FEET (93 M2).
  
 11) SHEET S.1:
 11A) STRUCTURAL NOTES DESIGN CRITERIA: RESIDENTIAL
 PLEASE UPDATE THE PLAN TO THE 2014 FLORIDA BUILDING
 CODE EXISTING BUILDING & FLORIDA BUILDING
 CODE-BUILDING.
  
 11B) THE LIVE AND DEAD LOADS ARE PROVIDED FOR THE 2ND
 FLOOR AND ROOF LOADS BUT NOT THE STAIRS. 2014 FBC-B
 TABLE 1607.1(30).
  
 12) THE MECHANICAL SHEETS SHOW MAKE UP AIR VENTS IN THE
 SIDE WALLS OF THE BUILDING. THESE VENTS WILL REQUIRE
 PRODUCT APPROVALS.
 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31(C) WALL LOUVERS
  
 13) THE DESIGNER OF RECORD SUBMITTED A PORTION OF THE
 ROOFING PRODUCT APPROVAL, A NOA 12-0210.01 SANTAFE
 SPANISH S CLAY TILE. IDENTIFIED ATTACHMENT TYPE IS
 POLYFOAM POLYPRO AH 160. THIS REVIEW NO PRODUCT
 APPROVALS WERE SUBMITTED FOR THE FOAM SYSTEM OR THE
 TYPE ROOFING UNDERLAYMENT.
  
 14) 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.
  
 15) 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.
  
 THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
 COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
 ON SUBSEQUENT REVIEWS.
  
 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 2017-12-07 Cont ID  
Sent By jpearson Date 2017-12-07 Time 11:39 Rev Time 0.00
Received By jpearson Date 2017-12-07 Time 11:39 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2017-09-28 Cont ID  
Sent By jleahy Date 2017-09-28 Time 13:28 Rev Time 0.00
Received By jleahy Date 2017-09-28 Time 13:28 Sent To  
Notes
2017-09-28 13:28:33SEE ORIGINAL COMMENTS FOR PLAN REVIEW.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-06-29 Cont ID  
Sent By jleahy Date 2017-06-29 Time 16:40 Rev Time 0.00
Received By jleahy Date 2017-06-29 Time 16:40 Sent To  
Notes
2017-06-29 17:13:39CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH ED
 NFPA 70 2011 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 PAGE E.1
  
 C405.2.2.2 OCCUPANCY SENSORS.
 OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS,
 CONFERENCE/MEETING ROOMS, EMPLOYEE LUNCH AND BREAK
 ROOMS, PRIVATE OFFICES,
 RESTROOMS, STORAGE ROOMS AND JANITORIAL CLOSETS, AND
 OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCLOSED
 BY FLOOR-TO-CEILING HEIGHT PARTITIONS.
 THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO
 AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL
 OCCUPANTS LEAVING THE SPACE,
 AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO
 AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50
 PERCENT POWER
  
 ASHREA 90.1 8.4.2 AUTOMATIC RECEPTACLE CONTROL. AT
 LEAST 50% OF ALL 125 VOLT 15- AND 20-AMPERE
 RECEPTACLES, INCLUDING THOSE
 INSTALLED IN MODULAR PARTITIONS, INSTALLED IN THE
 FOLLOWING SPACE TYPES: A. PRIVATE OFFICES B. OPEN
 OFFICES C. COMPUTER CLASSROOMS
 SHALL BE CONTROLLED BY AN AUTOMATIC CONTROL DEVICE THAT
 SHALL FUNCTION ON: A. A SCHEDULED BASIS USING A
 TIME-OF-DAY OPERATED CONTROL
 DEVICE THAT TURNS RECEPTACLES OFF AT SPECIFIC
 PROGRAMMED TIMES?AN INDEPENDENT PROGRAM SCHEDULE SHALL
 BE PROVIDED FOR AREAS OF NO
 MORE THAN 25,000 FT2 BUT NOT MORE THAN ONE FLOOR, OR B.
 AN OCCUPANT SENSOR THAT SHALL TURN RECEPTACLES OFF
 WITHIN 30 MINUTES OF ALL
 OCCUPANTS LEAVING A SPACE, OR C. A SIGNAL FROM ANOTHER
 CONTROL OR ALARM SYSTEM THAT INDICATES THE AREA IS
 UNOCCUPIED. EXCEPTIONS:
 RECEPTACLES FOR THE FOLLOWING SHALL NOT REQUIRE AN
 AUTOMATIC CONTROL DEVICE: A. RECEPTACLES SPECIFICALLY
 DESIGNATED FOR EQUIPMENT
 REQUIRING 24 HOUR OPERATION. B. SPACES WHERE AN
 AUTOMATIC SHUTOFF WOULD ENDANGER THE SAFETY OR SECURITY
 OF THE ROOM OR BUILDING
 OCCUPANT(S).
  
 PAGE E.2
  
 250.94 BONDING FOR OTHER SYSTEMS
 AN INTERSYSTEM BONDING TERMINATION FOR CONNECTING
 INTERSYSTEM BONDING CONDUCTORS REQUIRED FOR OTHER
 SYSTEMS SHALL BE PROVIDED
 EXTERNAL TO ENCLOSURES AT THE SERVICE EQUIPMENT OR
 METERING EQUIPMENT ENCLOSURE AND AT THE DISCONNECTING
 MEANS FOR ANY ADDITIONAL
 BUILDINGS OR STRUCTURES. THE INTERSYSTEM B ONDING
 TERMINATION SHALL COMPLY WITH THE FOLLOWING: (1) BE
 ACCESSIBLE FOR CONNECTION AND INSPECTION.
 (2) CONSIST OF A SET OF TERMINALS WITH THE CAPACITY FOR
 CONNECTION OF NOT LESS THAN THREE INTERSYSTEM BONDING
 CONDUCTORS. (3) NOT INTERFERE
 WITH OPENING THE ENCLOSURE FOR A SERVICE, BUILDING OR
 STRUCTURE DISCONNECTING MEANS, OR METERING EQUIPMENT.
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2017-12-27 Cont ID  
Sent By skennedy Date 2017-12-27 Time 11:34 Rev Time 0.00
Received By skennedy Date 2017-12-27 Time 11:34 Sent To  
Notes
2017-12-27 11:35:00PER MANNY GONZALEZ
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2017-12-13 Cont ID  
Sent By shill Date 2017-12-13 Time 06:33 Rev Time 0.00
Received By shill Date 2017-12-13 Time 06:33 Sent To  
Notes
2017-12-13 06:33:36ENGINEERING REVIEW WILL BE DONE NEXT CYCLE
 SEE PREVIOUS ENGINEERING REVIEW
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2017-10-31 Cont ID  
Sent By Mgonzale Date 2017-10-31 Time   Rev Time 0.50
Received By mgonzale Date 2017-10-31 Time   Sent To I
Notes
2017-10-31 10:57:45ADDRESS PLANNING COMMENTS. WE WILL REVIEW REVISIONS.
  
 MANNY GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 536-3981
 FAX: (561) 494-1116
 EMAIL: [email protected]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 IMPORTANT MESSAGE: AS OF DECEMBER 20, 2015 THE CITY OF
 WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE."
 FOR MORE INFORMATION REFER TO THE LINK BELOW:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2017-07-17 Cont ID  
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Notes
2017-07-17 07:03:31CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
  
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Rev No 3 Status P Date 2017-11-16 Cont ID  
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***NONE***
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Rev No 2 Status P Date 2017-09-14 Cont ID  
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***NONE***
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Rev No 1 Status F Date 2017-06-12 Cont ID  
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Notes
2017-06-12 14:05:17THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET LS 1 - THE OCCUPANCY CLASSIFICATION IS
 INDICATED AS BUSINESS; HOWEVER, THERE APPEARS TO BE
 SEVERAL ASSEMBLY SPACES THAT APPEAR TO ME MORE THAN
 INCIDENTAL.
  
 PER NFPA 101, CHAPTER 38, NEW BUSINESS OCCUPANCIES
  
 38.1.7 OCCUPANT LOAD. THE OCCUPANT LOAD, IN NUMBER OF
 PERSONS FOR WHOM MEANS OF EGRESS AND OTHER PROVISIONS
 ARE REQUIRED, SHALL BE DETERMINED ON THE BASIS OF THE
 OCCUPANT LOAD FACTORS OF TABLE 7.3.1.2 THAT ARE
 CHARACTERISTIC OF THE USE OF THE SPACE, OR SHALL BE
 DETERMINED AS THE MAXIMUM PROBABLE POPULATION OF THE
 SPACE UNDER CONSIDERATION, WHICHEVER IS GREATER.
  
 PER NFPA 101, CHAPTER 6, OCCUPANCY CALSSIFICATION.
  
 6.1.14 MULTIPLE OCCUPANCIES.
 6.1.14.1 GENERAL.
 6.1.14.1.1 MULTIPLE OCCUPANCIES SHALL COMPLY WITH THE
 REQUIREMENTS OF 6.1.14.1 AND ONE OF THE FOLLOWING:
 (1) MIXED OCCUPANCIES ? 6.1.14.3
 (2) SEPARATED OCCUPANCIES ? 6.1.14.4
 6.1.14.1.2 WHERE EXIT ACCESS FROM AN OCCUPANCY
 TRAVERSES ANOTHER OCCUPANCY, THE MULTIPLE OCCUPANCY
 SHALL BE TREATED AS A MIXED OCCUPANCY.
  
 6.1.14.1.3.1 INCIDENTAL USE AREAS SHALL BE SEPARATED AS
 REQUIRED BY TABLE 508.2.5 OF THE FLORIDA BUILDING CODE
 WHERE TABLE 508.2.5 PERMITS AN AUTOMATIC
 FIRE-EXTINGUISHING SYSTEM WITHOUT A FIRE BARRIER, THE
 INCIDENTAL USE AREA SHALL BE SEPARATED BY CONSTRUCTION
 CAPABLE OF RESISTING THE PASSAGE OF SMOKE.
  
 6.1.14.2 DEFINITIONS.
 6.1.14.2.1 MULTIPLE OCCUPANCY. A BUILDING OR STRUCTURE
 IN WHICH TWO OR MORE CLASSES OF OCCUPANCY EXIST.
 6.1.14.2.2 MIXED OCCUPANCY. A MULTIPLE OCCUPANCY WHERE
 THE OCCUPANCIES ARE INTERMINGLED.
 6.1.14.2.3 SEPARATED OCCUPANCY. A MULTIPLE OCCUPANCY
 WHERE THE OCCUPANCIES ARE SEPARATED BY FIRE
 RESISTANCE?RATED ASSEMBLIES.
 6.1.14.3 MIXED OCCUPANCIES.
 6.1.14.3.1 EACH PORTION OF THE BUILDING SHALL BE
 CLASSIFIED AS TO ITS USE IN ACCORDANCE WITH SECTION 6.1
 6.1.14.3.2* THE BUILDING SHALL COMPLY WITH THE MOST
 RESTRICTIVE REQUIREMENTS OF THE OCCUPANCIES INVOLVED,
 UNLESS SEPARATE SAFEGUARDS ARE APPROVED.
  
  
 PLEASE REVIEW AND CLARIFY THE OCCUPNACY CLASSIFICATION
 AND ENSURE THE CONSTRUCTION FEATURES MEET THOSE
 REQUIREMENTS.
  
  
  
  
 2) SHEET A 1 - A LULU ELEVATOR IS NOTED.
  
 PER NFPA 101, CHAPTER 38
  
 38.5.3 ELEVATORS, ESCALATORS, AND CONVEYORS. ELEVATORS,
 ESCALATORS, AND CONVEYORS SHALL COMPLY WITH THE
 PROVISIONS OF SECTION 9.4.
  
 9.4.2 CODE COMPLIANCE.
 9.4.2.1 EXCEPT AS MODIFIED HEREIN, NEW ELEVATORS,
 ESCALATORS, DUMBWAITERS, AND MOVING WALKS SHALL BE IN
 ACCORDANCE WITH THE REQUIREMENTS OF ASME A17.1/CSA B44,
 SAFETY CODE FOR ELEVATORS AND ESCALATORS.
  
 9.4.3 FIRE FIGHTERS? EMERGENCY OPERATIONS.
 9.4.3.1 ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE
 FIGHTERS? EMERGENCY OPERATIONS REQUIREMENTS OF ASME
 A17.1/CSA B44, SAFETY CODE FOR ELEVATORS AND
 ESCALATORS.
  
 THERE DOES NOT APPEAR TO BE ANY SPEC SHEETS FOR THE
 PROPOSED ELEVATOR AND ONE ANY INFORMATION THAT IT
 COMPLIES WITH THE REQUIREMENTS.
  
 PLEASE PROVIDE.
  
  
  
 3) SHEET A 1 - THERE IS AN AREA OF REFUGE INDICATED AT
 THE TOP OF THE STAIRWAY.
  
 PER NFPA 101, CHAPTER 3, DEFINITIONS
  
 3.3.22* AREA OF REFUGE. AN AREA THAT IS EITHER (1) A
 STORY IN A BUILDING WHERE THE BUILDING IS PROTECTED
 THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC
 SPRINKLER SYSTEM AND HAS NOT LESS THAN TWO ACCESSIBLE
 ROOMS OR SPACES SEPARATED FROM EACH OTHER BY
 SMOKE-RESISTING PARTITIONS; OR (2) A SPACE LOCATED IN A
 PATH OF TRAVEL LEADING TO A PUBLIC WAY THAT IS
 PROTECTED FROM THE EFFECTS OF FIRE, EITHER BY MEANS OF
 SEPARATION FROM OTHER SPACES IN THE SAME BUILDING OR BY
 VIRTUE OF LOCATION, THEREBY PERMITTING A DELAY IN
 EGRESS TRAVEL FROM ANY LEVEL.
 3.3.22.1 ACCESSIBLE AREA OF REFUGE. AN AREA OF REFUGE
 THAT COMPLIES WITH THE ACCESSIBLE ROUTE REQUIREMENTS OF
 ICC/ANSI A117.1, AMERICAN NATIONAL STANDARD FOR
 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.
  
 PER NFPA 1
  
 14.10.4.4 WHERE AN EXIT STAIR IS USED IN AN ACCESSIBLE
 MEANS OF EGRESS, IT SHALL COMPLY WITH 7.2.12 OF NFPA
 101 AND EITHER SHALL INCORPORATE AN AREA OF REFUGE
 WITHIN AN ENLARGED STORY-LEVEL LANDING OR SHALL BE
 ACCESSED FROM AN AREA OF REFUGE. [101:7.5.4.4]
  
 7.2.12.1.2 AN AREA OF REFUGE USED AS PART OF A REQUIRED
 ACCESSIBLE MEANS OF EGRESS IN ACCORDANCE WITH 7.5.4 IN
 OTHER THAN A BUILDING THAT IS PROTECTED THROUGHOUT BY
 AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 9.7 SHALL MEET BOTH OF THE
 FOLLOWING CRITERIA:
 (1) THE AREA OF REFUGE SHALL MEET THE GENERAL
 REQUIREMENTS OF SECTION 7.1.
 (2) THE AREA OF REFUGE SHALL MEET THE REQUIREMENTS OF
 7.2.12.2 AND 7.2.12.3.
  
 7.2.12.2 ACCESSIBILITY.
 7.2.12.2.1 REQUIRED PORTIONS OF AN AREA OF REFUGE SHALL
 BE ACCESSIBLE FROM THE SPACE THEY SERVE BY AN
 ACCESSIBLE MEANS OF EGRESS.
 7.2.12.2.2 REQUIRED PORTIONS OF AN AREA OF REFUGE SHALL
 HAVE ACCESS TO A PUBLIC WAY VIA AN EXIT OR AN ELEVATOR
 WITHOUT REQUIRING RETURN TO THE BUILDING SPACES THROUGH
 WHICH TRAVEL TO THE AREA OF REFUGE OCCURRED.
 7.2.12.2.3* WHERE THE EXIT PROVIDING EGRESS FROM AN
 AREA OF REFUGE TO A PUBLIC WAY THAT IS IN ACCORDANCE
 WITH 7.2.12.2.2 INCLUDES STAIRS, THE CLEAR WIDTH OF
 LANDINGS AND STAIR FLIGHTS, MEASURED BETWEEN HANDRAILS
 AND AT ALL POINTS BELOW HANDRAIL HEIGHT, SHALL BE NOT
 LESS THAN 48 IN. (1220 MM), UNLESS OTHERWISE PERMITTED
 BY THE FOLLOWING:
 (1) THE MINIMUM 48 IN. (1220 MM) CLEAR WIDTH SHALL NOT
 BE REQUIRED WHERE THE AREA OF REFUGE IS SEPARATED FROM
 THE REMAINDER OF THE STORY BY A HORIZONTAL EXIT MEETING
 THE REQUIREMENTS OF 7.2.4. (SEE ALSO 7.2.12.3.4.)
 (2) EXISTING STAIRS AND LANDINGS THAT PROVIDE A CLEAR
 WIDTH OF NOT LESS THAN 37 IN. (940 MM), MEASURED AT AND
 BELOW HANDRAIL HEIGHT, SHALL BE PERMITTED.
  
 7.1.3.2 EXITS.
 7.1.3.2.1 WHERE THIS CODE REQUIRES AN EXIT TO BE
 SEPARATED FROM OTHER PARTS OF THE BUILDING, THE
 SEPARATING CONSTRUCTION SHALL MEET THE REQUIREMENTS OF
 SECTION 8.2 AND THE FOLLOWING:
 (1)* THE SEPARATION SHALL HAVE A MINIMUM 1-HOUR FIRE
 RESISTANCE RATING WHERE THE EXIT CONNECTS THREE OR
 FEWER STORIES.
  
 7.2.2 STAIRS.
 7.2.2.1 GENERAL.
 7.2.2.1.1 STAIRS USED AS A COMPONENT IN THE MEANS OF
 EGRESS SHALL CONFORM TO THE GENERAL REQUIREMENTS OF
 SECTION 7.1 AND TO THE SPECIAL REQUIREMENTS OF 7.2.2,
 UNLESS OTHERWISE SPECIFIED IN 7.2.2.1.2.
  
 7.2.2.5 ENCLOSURE AND PROTECTION OF STAIRS.
 7.2.2.5.1 ENCLOSURES.
 7.2.2.5.1.1 ALL INSIDE STAIRS SERVING AS AN EXIT OR
 EXIT COMPONENT SHALL BE ENCLOSED IN ACCORDANCE WITH
 7.1.3.2.
  
 THE PROPOSED STAIRS DO NOT MEET THE REQUIREMENTS TO BE
 USED AS AN AREA OF REFUGE AND NOT TO BE USED AS AN
 EXIT.
  
 PLEASE REVIEW AND CLARIFY OR CORRECT.
  
  
  
 3) SHEET A 1 - THERE ARE WALLS INDICATED AS P2 BUT NOT
 CALL-OUT DIAGRAM.
  
 PLEASE PROVIDE.
  
  
  
 4) SHEET A 5 - PER FLORIDA 69A-60.0081; NOTICE SIGNAGE
 IS REQUIRED FOR STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE
 CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR ANY
 MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE
 WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
 WITH A MALTESE CROSS SIGN MEASURING 8 INCHES
 HORIZONTALLY AND 8 INCHES VERTICALLY, OF A BRIGHT RED
 REFLECTIVE COLOR. THE APPROVED SYMBOL SHALL BE PLACED
 WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR.
 A. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 B. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 C. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 PLEASE PROVIDE FOR THE APPLICABLE SIGNAGE.
  
  
 5) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 6) 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 4 Status N Date 2017-12-27 Cont ID  
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2017-12-21 14:48:41RESUB ROUTED TO KMARTIN VIA ZONING INBOX
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Rev No 3 Status N Date 2017-12-13 Cont ID  
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2017-11-13 15:46:51C05
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Rev No 2 Status N Date 2017-11-01 Cont ID  
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2017-09-06 14:56:24C11
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Rev No 1 Status N Date 2017-07-17 Cont ID  
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2017-06-05 15:22:28C14
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2017-09-30 Cont ID  
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***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-06-26 Cont ID  
Sent By jwitmer Date 2017-06-26 Time 11:35 Rev Time  
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Notes
2017-06-26 11:35:36BEFORE 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 2 Status P Date 2017-09-25 Cont ID  
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Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-06-13 Cont ID  
Sent By ccole Date 2017-06-13 Time 07:36 Rev Time 0.00
Received By ccole Date 2017-06-12 Time 17:37 Sent To  
Notes
2017-06-13 07:40:061ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17060134
 6/13/17
  
 1) PROVIDE CLEARANCE DISTANCE MEASUREMENTS FOR THE
 OUTDOOR AIR INTAKE OPENINGS TO PROPERTY LINES,
 BUILDINGS ON THE SAME LOT, STREETS, ALLEYS, PARKING
 LOTS, AND EXHAUST OUTLETS- SEE SECTION 401.4 AND
 501.3.1.
  
 2) THE SUBMITTED AC CALCULATIONS INDICATE THE 10KW HEAT
 STRIPS ARE OVERSIZED FOR THE CALCULATED LOADS OF
 APPROXIMATELY 7.0KW- SECTION C403.2.2 FBC-14 ENERGY
 CONSERVATION.
  
 3) SHEET M1: PROVIDE DUCT SMOKE DETECTORS IN THE RETURN
 AIR SYSTEMS OF AC SYSTEMS 1 & 2. THIS REQUIREMENT IS
 BASED ON THE FACT THAT A TYPICAL 5-TON SYSTEM CAN
 PRODUCE OVER 2000 CFMS OF SUPPLY AIR- SECTION 606.2.1.
  
 4) M1: THE 24X24" RETURN AIR GRILL FOR AC #2 IS
 UNDERSIZED FOR 2000 CFMS OF AIR: 50 SQ. INCHES PER 100
 CFMS, OR 200 SQ. INCHES PER TON ARE BASIC SIZING RULES
 OF THUMB- SEE SECTION 601.5.
  
 5) M1: THE 70 CFM AC DROP IN THE INTERIOR EXIT STAIRWAY
 IS PROHIBITED PER SECTION 601.3.
  
 6) M1: THE 4" DUCT SUPPLYING JARRET'S BATHROOM IS
 PROHIBITED FROM PASSING THROUGH THE INTERIOR STAIRWAY
 ENCLOSURE- SECTION 601.3.
  
 7) M1: PENDING REVIEW AND REVISED PLANS PER BUILDING
 AND FIRE COMMENTS, THE DUCT DROPS FROM AC #1 FROM THE
 2ND FLOOR TO THE 1ST FLOOR MAY BE REQUIRED TO BE IN A
 SHAFT ENCLOSURE, OR BE PROVIDED WITH FIRE DAMPOERS
 WHERE THEY PENETRATE THE FLOOR/CEILING ASSEMBLY- SEE
 SECTIONS 607.6- 607.7.
  
 8) PLEASE NOTE THAT ADDITIONAL REVIEW COMMENTS MAY
 OCCUR WHEN CORRECTED PLANS ARE SUBMITTED. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND LEAVE THE
 PREVIOUSLY REVIEWED SHEETS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2017-12-11 Cont ID  
Sent By gjohnson Date 2017-12-11 Time 08:40 Rev Time 0.00
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Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2017-10-02 Cont ID  
Sent By gjohnson Date 2017-10-02 Time 16:57 Rev Time 0.00
Received By gjohnson Date 2017-10-02 Time 16:57 Sent To  
Notes
2017-10-02 17:13:272ND REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS: PREVIOUS COMMENTS NOT COMPLIED
  
 2. PLEASE SHOW COMPLIANCE FOR EMPLOYEE BATHROOM PER FBC
 ACC SHOW CLEAR FLOOR SPACE
  
  
 609.4 POSITION OF GRAB BARS.
 GRAB BARS SHALL BE MEASURED TO THE TOP OF THE GRIPPING
 SURFACE,
  
 604.3.1 SIZE.
 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL.
  
 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.
  
  
 606.2 CLEAR FLOOR SPACE. 30"X48" FOR LAVATORY AND BREAK
 ROOM SINK.
 A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR
 A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 4. A BACKFLOW IS REQUIRED ON SUPPLY ON COFFEE MACHINE.,
 PER FBC PL 608.16.10
  
 5. PROVIDE A NOTE ON THE PLAN SEPARATE PERMIT REQUIRED
 FOR BACKFLOW ON WATER SERVICE. PER WPB AMEND TO FBC
 107.2.1
  
 NEW COMMENTS:
  
 1. THE CURRENT VERSION OF THE FLORIDA ACCESSIBILITY
 CODE IS 5TH EDITION 2014 PLEASE CHANGE O N COVER SHEET
 AND LS-1. PER WPB AMEND TO FBC 107.2.1
  
 2. ON SHT. P.1 IT SHOWS A DETAIL FOR WASHING MACHINE
 BOX NONE IS SHOWN ON PLAN PLEASE REMOVE ANY DETAILS OR
 NOTES NOT APPLICABLE TO THIS PROJECT. PER WPB AMEND TO
 FBC 107.2.1
  
  
  
  
  
  
  
  
  
 PLEASE NOTE THAT 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
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-07-05 Cont ID  
Sent By gjohnson Date 2017-07-05 Time 17:31 Rev Time 0.00
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Notes
2017-07-05 17:56:571ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. THE BATHROOM ACCESSED THROUGH THE PRIVATE OFFICE
 SHALL MEET FBC ACC 604.2 LOCATION.
 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 (405 MM) MINIMUM
 TO 18 INCHES (455 MM) MAXIMUM FROM THE SIDE WALL OR
 PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17
 INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM
 FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY
 ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2.
 WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR
 RIGHT-HAND APPROACH.
 604.3.1 SIZE.
 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL.
  
 THE SHOWER SHALL MEET ONE OF THE TYPE IN 608
  
 THE EXCEPTION IN THE CODE FOR A SINGLE USER BATHROOM
 ACCESSED THROUGH A PRIVATE OFFICE IS FOR THE MOUNTING
 OF THE GRAB BARS THE BACKING SHALL BE INSTALLED. THE
 HEIGHT OF THE TOILET DOES NOT NEED TO COMPLY . THE
 HEIGHT AND KNEE AND TOE CLEARANCE FOR THE LAV DOES NOT
 NEED TO COMPLY.
  
 2. PLEASE SHOW COMPLIANCE FOR EMPLOYEE BATHROOM PER FBC
 ACC 604.4 SEATS.
 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.
  
 604.5.1 SIDE WALL.
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)
 LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM
 THE REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
 FROM THE REAR 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.
  
 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,
  
 604.3.1 SIZE.
 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL.
  
 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. THE OUTLET OF THE
 DISPENSER SHALL BE 15 INCHES (380 MM) MINIMUM AND 48
 INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLOOR AND
 SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL
 NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES
 NOT ALLOW CONTINUOUS PAPER FLOW.
  
 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. MIRRORS NOT LOCATED ABOVE LAVATORIES
 OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE
 OF THE REFLECTING SURFACE 35 INCHES (890 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND.
  
 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 606.2 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR
 A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 3. SHT.P.2 WATER HEATER DETAIL SHOWS PAN DRAIN AND
 RELIEF DRAINING TO MOP SINK THERE IS NO MOP SINK PLEASE
 CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 4. A BACKFLOW IS REQUIRED ON SUPPLY ON COFFEE MACHINE.,
 PER FBC PL 608.16.10
  
 5. PROVIDE A NOTE ON THE PLAN SEPARATE PERMIT REQUIRED
 FOR BACKFLOW ON WATER SERVICE. PER WPB AMEND TO FBC
 107.2.1
  
 6. A DRINKING FOUNTAIN IS REQUIRED PER FBC PL TABLE
 403.1 SHALL COMPLY WITH FBC PL B] 410.2
  
 7. A SERVICE SINK IS REQUIRED PER FBC PL TABLE 403.1
  
  
  
  
 PLEASE NOTE THAT 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
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop Z ZONING
Rev No 4 Status P Date 2017-12-22 Cont ID  
Sent By   Date 2017-12-22 Time   Rev Time 0.00
Received By kmartin Date 2017-12-22 Time 15:47 Sent To ENG
Notes
2017-12-22 15:51:06PROVISO: BIKE RACK SHALL MEET CITY STANDARD AND SHOULD
 NOT DECREASE THE PERMEABLE AREA.
  
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN MARTIN
 -URBAN DESIGN PLANNER AT [email protected].
  
Review Stop Z ZONING
Rev No 3 Status F Date 2017-11-16 Cont ID  
Sent By   Date 2017-11-16 Time   Rev Time 0.00
Received By kmartin Date 2017-11-16 Time 14:27 Sent To  
Notes
2017-11-16 14:28:15PLEASE SE PREVIOUS COMMENTS.
Review Stop Z ZONING
Rev No 2 Status F Date 2017-10-18 Cont ID  
Sent By   Date 2017-10-18 Time   Rev Time 0.00
Received By kmartin Date 2017-10-18 Time 16:12 Sent To ENG
Notes
2017-10-18 16:12:501. PLEASE PROVIDE BIKE RACK SPECS. CURRENTLY THE
 DRAWINGS DO NOT SHOW THE PLATFORM OR THE CORRECT CITY
 REQUIREMENT; SEND ME AN EMAIL FOR THE CITY STANDARD.
 2. PARKING SPACES SHALL BE STRIPED ACCORDING TO CITY
 STANDARD.
 3. PARKING SPOTS SHOULD BE ALIGNED BETWEEN THE TWO
 ROWS; THE SOUTH SPACES SHALL SHIFT EAST.
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN MARTIN
 -URBAN DESIGN PLANNER AT [email protected].
Review Stop Z ZONING
Rev No 1 Status F Date 2017-06-29 Cont ID  
Sent By   Date 2017-06-29 Time   Rev Time 0.00
Received By kmartin Date 2017-06-29 Time 15:41 Sent To  
Notes
2017-06-29 15:44:34THIS PROJECT HAS NOT RECEIVED SITE PLAN APPROVAL. THIS
 PERMIT WILL NOT BE APPROVED UNTIL THE SITE PLAN
 APPROVAL PROCESS IS COMPLETE. FOR MORE INFORMATION,
 PLEASE CONTACT KEVIN J MARTIN AT [email protected].


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