Plan Review Details - Permit 16050258
Plan Review Stops For Permit 16050258
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-08-17 Cont ID  
Sent By jwitmer Date 2016-08-17 Time 07:59 Rev Time 0.00
Received By jwitmer Date 2016-08-17 Time 07:29 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-07-22 Cont ID  
Sent By jwitmer Date 2016-07-22 Time 15:16 Rev Time 0.00
Received By jwitmer Date 2016-07-22 Time 11:58 Sent To  
Notes
2016-07-22 15:16:26BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16050258
 ADD: 209 6TH ST.
 CONT: OWNER BUILDER ALLIANCES
 TEL: 561-254-6779
 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. JULY 22/2016
 ACTION: DENIED
  
 1-9) COMPLIED
  
 10)2ND REQUEST. 2014 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
  
 (31)(A) 2ND REQUEST. EXTERIOR DOORS. PLEASE BE ADVISED
 THE YKK DOOR PRODUCT YHS-50FS DOES NOT HAVE EITHER
 FLORIDA PRODUCT APPROVAL OR MIAMI-DADE NOA. THE
 SUBMITTED SHOP DRAWINGS CAN BE USED CAN BE
 USED AS THE RATIONAL ANALYSIS AS PART OF THE REQUIRED
 DOCUMENTATION FOR A LOCAL PRODUCT APPROVAL. WE US THE
 SAME 10 CRITERIA AS THE STATE FOR A LOCAL PRODUCT
 APPROVAL. FORMS ARE AVAILABLE FOR A LOCAL PRODUCT
 APPROVAL AND ARE REVIEWED BY THE BUILDING OFFICIAL
 ROBERT BROWN FOR COMPLIANCE.
  
 (D) 2ND REQUEST. ROOFING PRODUCTS AND ASSEMBLIES, ROOF
 TOP CURBS, ROOF TOP INTAKE AND EXHAUST FANS.
 PLEASE BE ADVISED THE ROOF TOP CURBS ARE FOR SPECIFIC
 EQUIPMENT, NOT A GENERIC DETAIL WE WILL USE THE SAME
 CURB DETAIL FOR THE INTAKE AND EXHAUST. THE ROOF TOP
 FANS ARE USUALLY SUBMITTED UNDER THE BUILDING PERMIT
 SINCE THEY ATTACH TO THE CURB ASSEMBLY AND THE
 ATTACHMENT ASSEMBLY FOR THE FAN TO CURB IS ALSO
 SUPPLIED.
  
 THE OTHER ISSUE IS THE DESIGN ISSUES FOR THE EOP SEE
 NOTE # 21 ON SHEET M001 IT WILL PROVIDED BY A DELEGATED
 STRUCTURAL ENGINEER. IF BY A DELEGATE ENGINEER THE
 ASSEMBLY WILL NEED TO BE REVIEWED BY THE ENGINEER OF
 RECORD. FL 61G-15-30.006 (3) THE DELEGATED ENGINEER
 SHALL FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO
 THE ENGINEER OF RECORD FOR REVIEW.
  
 11) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 12) 2ND REQUEST . SEE COMMENT 10)(D) 2ND REQUEST. FOR
 ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, DETAILED
 ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL AS FROM
 THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 2014
 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM
 MATERIAL PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED
 TO RESIST THE OVERTURNING EFFECTS CAUSED BY THE LATERAL
 FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR
 WIND LOADS?
  
 13-15) COMPLIED
  
 16) BUILDING PROVISO: CONTRACTOR AT OWN
 RISK!!!RESPONSE. THE ASSUMED MINIMUM SAFE BEARING
 PRESSURE IS INDICATED IN THE PLANS. THE CONTRACTOR
 SHALL ENGAGE THE SERVICES OF A QUALIFIED GEOTECHNICAL
 ENGINEER TO TEST AND CONFIRM THAT THE SOILS, AFTER
 COMPACTION HAVE OBTAINED OR EXCEEDED THIS MINIMUM
 VALUE.
 1ST ROUND OF COMMENTS. WITH THE NEW ELEVATED AIR
 HANDIER STRUCTURE PLEASE PROVIDE WHAT THE SAFE MINIMUM
 BEARING VALUE FOR THIS STRUCTURE. SHEET 018_S1
 FOUNDATION NOTE # 1 THE CONTRACTOR SHALL ENGAGE A
 QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THAT THE
 SOILS EXCHANGE AND PAD COMPACTION HAVE BEEN
 ACCOMPLISHED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
 GEOTECHNICAL REPORT. NO SOILS REPORT WAS SUBMITTED.
 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE
 CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL
 IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO
 THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 17-18) COMPLIED.
  
 19) 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.
  
 20) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-06-07 Cont ID  
Sent By jwitmer Date 2016-06-07 Time 16:42 Rev Time  
Received By jwitmer Date 2016-06-07 Time   Sent To  
Notes
2016-06-07 16:42:49BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16050258
 ADD: 209 6TH ST.
 CONT: OWNER BUILDER ALLIANCES
 TEL: 561-254-6779
 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: TUES. JUNE 07/2016
 ACTION: DENIED
  
 1) SHEET 001-A001 TITLE SHEET:
 1A) THE TITLE SHEET DOES NOT PROVIDE THE ACTUAL
 OCCUPANT LOAD FOR THE MERCANTILE MEAT MARKET, OR THE
 OCCUPANT LOAD FOR THE INTERIOR A2 ASSEMBLY SEATING,
 KITCHEN AND SUPPLY AREAS. ALSO INCLUDE UNDER A SEPARATE
 HEADING THE OCCUPANT LOAD FOR THE EXTERIOR SEASONAL
 SEATING. 2014 FBC-B TABLE 1004.1.2.
  
 1B) TYPE V CONSTRUCTION FIRE RESISTANT RATING
 REQUIREMENTS FOR BUILDING ELEMENTS 2014 FBC-B TABLE 601
 FOR EXTERIOR WALLS 0 HR. PLEASE UPDATE CODE REFERENCE
 WITH THE REQUIREMENTS OF FOOTNOTE F & G.
 FOOTNOTE F- NOT LESS THAN THE FIRE RESISTANCE RATING
 BASED ON FIRE SEPARATION DISTANCE (SEE TABLE 602).
 WEST WALL/ EXTERIOR BEARING WALL 0-5 FEET OCCUPANCY A &
 M REQUIRES A 1 HOUR FIRE RESISTANCE RATING.
  
 2) SHEET A004 THE FLOOR PLAN NOR SHEET A005 THE
 EQUIPMENT PLAN & SCHEDULE SHOW THE LIFE SAFETY PLAN.
 THE INDEX DOES NOT SHOW A LIFE SAFETY PLAN. PLEASE
 PROVIDE COMPLIANCE WITH:
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.
 107.3.5.1.1 COMMERCIAL BUILDINGS:
 (7) OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT
 EXIT DISCHARGE
 DOORS
 EMERGENCY LIGHTING AND EXIT SIGNS
  
 3) SHEET A004 THE FLOOR PLAN NOR SHEET A005 THE
 EQUIPMENT PLAN SHOW COMPLIANCE WITH 2014 FBC-ACCESS.
 CODE 226.1 GENERAL. 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.
  
 4) SHEET A004 THE FLOOR PLAN NOR SHEET A005 THE
 EQUIPMENT PLAN SHOW COMPLIANCE WITH 2014 FBC-ACCESS.
 CODE 226.2 DISPERSION. DINING SURFACES REQUIRED TO
 COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE
 OR FACILITY CONTAINING DINING SURFACES. THIS INCLUDES
 BAR AREAS AS WELL AS EXTERIOR SEASONAL SEATING AS WELL.
  
 5) SHEET A004 THE FLOOR PLAN NOR SHEET A005 THE
 EQUIPMENT PLAN SHOW COMPLIANCE WITH 2014 FBC-ACCESS.
 CODE. THE PLANS ARE DEFICIENT IN SHOWING COMPLIANCE
 WITH THE MEAT MARKET COUNTERS:
 ACCESS. CODE 227.3 COUNTERS. WHERE PROVIDED, AT LEAST
 ONE OF EACH TYPE OF SALES COUNTER AND SERVICE COUNTER
 SHALL COMPLY WITH 904.4. WHERE COUNTERS ARE DISPERSED
 THROUGHOUT THE BUILDING OR FACILITY, COUNTERS COMPLYING
 WITH 904.4 ALSO SHALL BE DISPERSED.
  
 6) SHEET A004 THE FLOOR PLAN NOR SHEET A005 THE
 EQUIPMENT PLAN WILL NEED TO SHOW COMPLIANCE WITH:
 2014 FBC-ACCESS. CODE 902.1DINING SURFACES AND WORK
 SURFACES SHALL COMPLY WITH 902.2 AND 902.3.
  
 6A) 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.
  
 6B) 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.
  
 7) SHEET 010-A010 INDICATES GRAB BARS BEING MEASURED
 FROM THE CENTERLINE. UNDER THE 2014 ACCESS. CODE THIS
 MEASUREMENT IS TO BE TAKEN FROM THE TOP OF THE
 GRASPABLE SURFACE. 2014 ACCESS. CODE
 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.
 8) SHEET 010-A010 BOTTOM LEFT UNDER THE HEADING LEGEND
 FOR LAVATORIES THE HEIGHT MUST BE : 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.
 9) SHEET 018_S1 HAS A CHART FOR COMPONENTS AND CLADDING
 ZONES 1-5. PLEASE INDICATE IF THIS CHART IS IN VULT OR
 VASD.
 10) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) STOREFRONTS, WALL LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS,
 ROOF TOP INTAKE AND EXHAUST FANS
  
 11) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 12) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM
 MATERIAL PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED
 TO RESIST THE OVERTURNING EFFECTS CAUSED BY THE LATERAL
 FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR
 WIND LOADS?
  
 13) SHEET 021_S4 DETAIL # 6 INDICATES THE ANCHORING OF
 WOOD TRUSSES TO THE EXTERIOR WALL THROUGH A 3X12 WOOD
 LEDGER. THE PLANS DO NOT INDICATE IF THIS WALL AT THIS
 ELEVATION IS HOLLOW CONCRETE BLOCK OR A CONCRETE TIE
 BEAM. THE DETAIL INDICATES THE USE OF ? INCH EXP. BOLTS
 BUT DOES NOT PROVIDE AT WHAT LENGTH THE EXPANSION BOLTS
 NEED TO BE SINCE THERE IS A 3 INCH LEDGER? 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 14) SHEET 019_S2 SHOWS THE MECHANICAL SCREEN SEE DETAIL
 #9 ON S-3. THIS DETAIL SHOWS 2 X6 WOOD BATTENS AND 6X6
 WOOD POST. THE DISTANCE TO THE PROPERTY LINE MEASURES 4
 FOOT 10 INCHES. TABLE 602 FIRE SEPARATION DISTANCE
 REQUIRES A 1 HOUR FIRE RATING ON THIS SCREEN WALL. SEE:
 FBC-B ? 1509.6 MECHANICAL EQUIPMENT SCREENS. MECHANICAL
 EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF THE MATERIALS
 SPECIFIED FOR THE EXTERIOR WALLS IN ACCORDANCE WITH THE
 TYPE OF CONSTRUCTION OF THE BUILDING. WHERE THE FIRE
 SEPARATION DISTANCE IS GREATER THAN 5 FEET (1524 MM),
 MECHANICAL EQUIPMENT SCREENS SHALL NOT BE REQUIRED TO
 COMPLY WITH THE FIRE-RESISTANCE RATING REQUIREMENTS.
  
 15) THE HEIGHT OF THE SCREEN WALL IS GIVEN AS 18 FEET
 TALL. PLEASE SHOW HOW COMPLIANCE WITH FBC-B 1509.6.4
 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES WILL BE ACHIEVED. WHERE EQUIPMENT AND
 APPLIANCES REQUIRING ACCESS ARE INSTALLED ON ROOFS OR
 ELEVATED STRUCTURES AT A HEIGHT EXCEEDING 16 FEET (4877
 MM), SUCH ACCESS SHALL BE PROVIDED BY A PERMANENT
 APPROVED MEANS OF ACCESS, THE EXTENT OF WHICH SHALL BE
 FROM GRADE OR FLOOR LEVEL TO THE EQUIPMENT AND
 APPLIANCES? LEVEL SERVICE SPACE. SUCH ACCESS SHALL NOT
 REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30
 INCHES (762 MM) HIGH OR WALKING ON ROOFS HAVING A SLOPE
 GREATER THAN 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL
 (33-PERCENT SLOPE).
  
 16) WITH THE NEW ELEVATED AIR HANDIER STRUCTURE PLEASE
 PROVIDE WHAT THE SAFE MINIMUM BEARING VALUE FOR THIS
 STRUCTURE. SHEET 018_S1 FOUNDATION NOTE # 1 THE
 CONTRACTOR SHALL ENGAGE A QUALIFIED GEOTECHNICAL
 ENGINEER TO VERIFY THAT THE SOILS EXCHANGE AND PAD
 COMPACTION HAVE BEEN ACCOMPLISHED IN ACCORDANCE WITH
 THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. NO SOILS
 REPORT WAS SUBMITTED.
 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE
 CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL
 IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO
 THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 17) CHANGE OF OCCUPANCY EXIST. BUILDING CODE SECTION
 1013 ENERGY CONSERVATION SEE THE FLORIDA BUILDING CODE,
 ENERGY CONSERVATION. NO DOCUMENTS WERE SUBMITTED FOR
 COMPLIANCE WITH: 2014 ENERGY CODE SECTION C401.2
 APPLICATION. COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE
 OF THE FOLLOWING:
 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.
 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND
 C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY
 WITH EITHER SECTION C406.2, C406.3 OR C406.4.
 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2,
 C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE
 BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85
 PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING.
  
 18) SHEET 004_A004 SHOWS 4 EXIT DOORS TO THE EXTERIOR,
 DOORS 1,2,3,& 4. THE DOOR SCHEDULE ON 013_A013 DOES
 INDICATE ON DOORS 2& 4 PANIC HARDWARE BUT NOT ON DOORS
 1 & 3. PLEASE REVIEW FBC-B 1008.1.10 PANIC AND FIRE
 EXIT HARDWARE. DOORS SERVING A GROUP H OCCUPANCY AND
 DOORS SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD OF
 50 OR MORE IN A GROUP A OCCUPANCY SHALL NOT BE PROVIDED
 WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR
 FIRE EXIT HARDWARE.
  
 19) 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.
  
 20) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-07-11 Cont ID  
Sent By vperez Date 2016-07-11 Time 15:13 Rev Time 0.00
Received By vperez Date 2016-07-11 Time 15:08 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-06-20 Cont ID  
Sent By vperez Date 2016-06-20 Time 09:43 Rev Time 0.00
Received By vperez Date 2016-06-20 Time 09:19 Sent To  
Notes
2016-06-20 09:43:54INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. GENERAL NOTES- PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND DATA CUT SHEET SUBMITTALS
 FOR ALL LOW VOLTAGE SYSTEMS TO INCLUDE BUT NOT LIMITED
 TO FIRE ALARM, ACCESS CONTROLS, CCTV, PHONE AND DATA,
 SIGNAGE, WIRELESS SYSTEMS A NOTE WILL SUFFICE.
 2. PLEASE ADDRESS ALL FIRE COMMENTS RELATED TO
 ELECTRICAL SCOPE, OUTDOOR LIGHTING AND MEANS OF EGRESS.
 FBC 107.3.5
 3. SERVICE HAS BEEN REVISED COMPLETELY, PROVIDE FROM
 UTILITY PROVIDER (FPL), ACTUAL AVAILABLE FAULT CURRENT
 AT THE TRANSFORMERS. FBC 107.3.5
 4. PROVIDE AIC CALCULATION PER NEC 110.10- FBC 107.3.5
 5. PROVIDE A NOTE/SIGN TO INDICATE THE REQUIREMENTS NEC
 110.24 THE MAX. AVAILABLE FAULT CURRENT SHALL BE
 DURABLY MARKED AND DATED ON ALL ELECTRICAL APPARATUS
 AND NEC 110.16 ARC-FLASH HAZARD WARNING LABELS
 REQUIRED.
 6. PER FBC EC 405.7.3- SHOW VOLTAGE DROP CALCULATIONS
 FOR FEEDERS AND BRANCH CIRCUITS.
 7. CLARIFY IF SERVICE UNFUSED CONDUCTORS ARE IN THE
 INTERIOR OF BUILDING, IF SO AHJ WILL LIMIT LENGTH OF
 UNFUSED CONDUCTORS. MAX 8FT OF CONDUCTOR LENGTH WILL BE
 ALLOWED.
 8. CLARIFY IF CIRCUIT P1-13 IS FOR THE REQUIRED SHOW
 WINDOW RECEPTACLES PER NEC 2210.62
 9. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL FREE
 TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS REGARDING
 THIS PROJECT.
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-07-14 Cont ID  
Sent By pleduc Date 2016-07-14 Time   Rev Time 0.00
Received By pleduc Date 2016-07-14 Time 14:38 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-05-24 Cont ID  
Sent By pleduc Date 2016-05-24 Time   Rev Time 0.00
Received By pleduc Date 2016-05-24 Time 08:44 Sent To  
Notes
2016-05-24 13:34:08THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) SHEET A002 - THERE IS INDICATIONS OF CODE COMPLIANT
 EXITS FROM THE OUTSIDE SEATING THROUGHOUT THE OUTDORR
 AREA. THERE IS INDICATIONS OF A DOUBLE DOOR GATE AT THE
 FRONT OF THE OUTDOOR AREA. NO REAR DOOR/GATE IS
 INDICATED. EXITING THROUGH THE DUMPSTER ENCLOSURE IS
 PROHIBITED.PLEASE PROVIDE TWO COMPLIANT EXIT DOOR/GATES
 WITH APPROPRIATE EXITING HARDWARE PER NFPA 101, CHAPTER
 12 & CHAPTER 7
 12.2.4* NUMBER OF MEANS OF EGRESS.
 12.2.4.1 THE NUMBER OF MEANS OF EGRESS SHALL BE IN
 ACCORDANCE WITH SECTION 7.4, OTHER THAN EXITS FOR
 FENCED OUTDOOR ASSEMBLY OCCUPANCIES IN ACCORDANCE WITH
 12.2.4.4.
 12.2.4.4 A FENCED OUTDOOR ASSEMBLY OCCUPANCY SHALL HAVE
 NOT LESS THAN TWO REMOTE MEANS OF EGRESS FROM THE
 ENCLOSURE IN ACCORDANCE WITH 7.5.1.3, UNLESS OTHERWISE
 REQUIRED BY ONE OF THE FOLLOWING:
 (1) IF MORE THAN 6000 PERSONS ARE TO BE SERVED BY SUCH
 MEANS OF EGRESS, THERE SHALL BE NOT LESS THAN THREE
 MEANS OF EGRESS.
 (2) IF MORE THAN 9000 PERSONS ARE TO BE SERVED BY SUCH
 MEANS OF EGRESS, THERE SHALL BE NOT LESS THAN FOUR
 MEANS OF EGRESS.
  
  
  
 2) SHEET A011 - 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".
  
  
 3) SHEET A013 - DOOR LOCKS ON EXIT DOORS SHALL COMPLY
 WITH NFPA 101 CHAPTER 12 & CHAPTER 7.
 12.2.2.2.3 ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM
 AN AREA HAVING AN OCCUPANT LOAD OF 100 OR MORE PERSONS
 SHALL BE PERMITTED TO BE PROVIDED WITH A LATCH OR LOCK
 ONLY IF THE LATCH OR LOCK IS PANIC HARDWARE OR FIRE
 EXIT HARDWARE COMPLYING WITH 7.2.1.7, UNLESS OTHERWISE
 PERMITTED BY ONE OF THE FOLLOWING:
 (1) THIS REQUIREMENT SHALL NOT APPLY TO DELAYED-EGRESS
 LOCKS AS PERMITTED IN 12.2.2.2.5.
 (2) THIS REQUIREMENT SHALL NOT APPLY TO
 ACCESS-CONTROLLED EGRESS DOORS AS PERMITTED IN
 12.2.2.2.6. 12.2.2.2.4 LOCKING DEVICES COMPLYING WITH
 7.2.1.5.5 SHALL BE PERMITTED TO BE USED ON A SINGLE
 DOOR OR A SINGLE PAIR OF DOORS IF BOTH OF THE FOLLOWING
 CONDITIONS APPLY:
 (1) THE DOOR OR PAIR OF DOORS SERVE AS THE MAIN EXIT
 AND THE ASSEMBLY OCCUPANCY HAS AN OCCUPANT LOAD NOT
 GREATER THAN 500.
 (2) ANY LATCHING DEVICES ON SUCH A DOOR(S) FROM AN
 ASSEMBLY OCCUPANCY HAVING AN OCCUPANT LOAD OF 100 OR
 MORE ARE RELEASED BY PANIC HARDWARE OR FIRE EXIT
 HARDWARE.
  
 7.2.1.7 PANIC HARDWARE AND FIRE EXIT HARDWARE.
 7.2.1.7.1 WHERE A DOOR ASSEMBLY IS REQUIRED TO BE
 EQUIPPED WITH PANIC OR FIRE EXIT HARDWARE, SUCH
 HARDWARE SHALL MEET ALL OF THE FOLLOWING CRITERIA:
 (1) IT SHALL CONSIST OF A CROSS BAR OR A PUSH PAD, THE
 ACTUATING PORTION OF WHICH EXTENDS ACROSS NOT LESS THAN
 ONE-HALF OF THE WIDTH OF THE DOOR LEAF.
 (2) IT SHALL BE MOUNTED AS FOLLOWS:
 (A) NEW INSTALLATIONS SHALL BE NOT LESS THAN 34 IN.
 (865 MM), AND NOT MORE THAN 48 IN. (1220 MM), ABOVE THE
 FLOOR.
 (B) EXISTING INSTALLATIONS SHALL BE NOT LESS THAN 30
 IN. (760 MM), AND NOT MORE THAN 48 IN. (1220 MM), ABOVE
 THE FLOOR.
 (3) IT SHALL BE CONSTRUCTED SO THAT A HORIZONTAL FORCE
 NOT TO EXCEED 15 LBF (66 N) ACTUATES THE CROSS BAR OR
 PUSH PAD AND LATCHES.
 7.2.1.7.2 ONLY APPROVED PANIC HARDWARE SHALL BE USED ON
 DOOR ASSEMBLIES THAT ARE NOT FIRE-RATED DOOR
 ASSEMBLIES. ONLY APPROVED FIRE EXIT HARDWARE SHALL BE
 USED ON FIRE-RATED DOOR ASSEMBLIES. NEW PANIC HARDWARE
 AND NEW FIRE EXIT HARDWARE SHALL COMPLY WITH ANSI/UL
 305, STANDARD FOR SAFETY PANIC HARDWARE, AND ANSI/BHMA
 A156.3, EXIT DEVICES.
 7.2.1.7.3 REQUIRED PANIC HARDWARE AND FIRE EXIT
 HARDWARE, IN OTHER THAN DETENTION AND CORRECTIONAL
 OCCUPANCIES AS OTHERWISE PROVIDED IN CHAPTERS 22 AND
 23, SHALL NOT BE EQUIPPED WITH ANY LOCKING DEVICE, SET
 SCREW, OR OTHER ARRANGEMENT THAT PREVENTS THE RELEASE
 OF THE LATCH WHEN PRESSURE IS APPLIED TO THE RELEASING
 DEVICE.
  
  
  
 4) SHEET E001 - THERE IS NO INDICATIONS OF A FIRE ALARM
 SYSTEM. A FIRE ALARRM SYSTEM IS REQUIRED WITH A
 PRELIMINARY SYSTEM SUBMITTED BY THE ENGINEER OF RECORD
 WITH A NOTE FOR SHOP DRAWINGS UNDER SEPOARATE PERMIT.
 12.3.4 DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.
 12.3.4.1 GENERAL.
 12.3.4.1.1 ASSEMBLY OCCUPANCIES WITH OCCUPANT LOADS OF
 MORE THAN 300 AND ALL THEATERS WITH MORE THAN ONE
 AUDIENCE-VIEWING ROOM SHALL BE PROVIDED WITH AN
 APPROVED FIRE ALARM SYSTEM IN ACCORDANCE WITH 9.6.1 AND
 12.3.4, UNLESS OTHERWISE PERMITTED BY 12.3.4.1.2.
  
  
 5) SHEET E006 - IT IS RECOMMENDED THAT THE EXIT LIGHTS
 INDICATED ALONG THE EAST WALL AT THE CENTER AND FRONT
 LOCATION BE ONLY EMERGENCY LIGHTS WITHOUT EXIT WORDING
 OR ARROW INDICATORS. TOO MANY EXIT SIGNS MAY CONFUSE
 THE OCCUPANTS IN SUCH A LARGE OPEN AREA AND HAVING THE
 EXIT SIGNS NEAREST THE ACTUAL EXIT MAY ASSIST IN
 LEADING THE OCCUPANT TO THE NEAREST EXIT.
 7.10.2 DIRECTIONAL SIGNS.
 7.10.2.1* A SIGN COMPLYING WITH 7.10.3, WITH A
 DIRECTIONAL INDICATOR SHOWING THE DIRECTION OF TRAVEL,
 SHALL BE PLACED IN EVERY LOCATION WHERE THE DIRECTION
 OF TRAVEL TO REACH THE NEAREST EXIT IS NOT APPARENT.
  
  
 6) SHEET E006 - THERE IS AN EXIT SIGN INDICATED
 DIRECTLY IN FRONT OF THE OFFICE DOOR. IT IS RECOMMENDED
 TO MOVE THIS EXIT LIGHT TO THE EAST INTO THE OPEN AREA
 AND AWAY FROM THE OFFICE DOOR.
  
  
 7) SHEET E001 THRU E011 - THERE IS NO INDICATION OF ANY
 EMERGENCY LIGHTING, ILLUMINATION OF THE MEANS OF EGRESS
 AND EXIT SIGNS IN THE OUTDOOR AREA. PLEASE PROVIDE PER
 NFPA 101, CHAPTER 7, MEANS OF EGRESS.
  
 8) SHEET FP003 - THERE ARE NO FIRE SPRINKLERS INDICATED
 UNDER THE EXTERIOR ATTACHED CANVAS CANOPY. THE FIRE
 SPRINKLER SYSTEM SHALL BE EXTENDED TO UNDER THE CANOPY,
 BY PENDENT OR SIDEWALL PER THE ENGINEER OF RECORD.
 12.3.5.2 ANY BUILDING CONTAINING ONE OR MORE ASSEMBLY
 OCCUPANCIES WHERE THE AGGREGATE OCCUPANT LOAD OF THE
 ASSEMBLY OCCUPANCIES EXCEEDS 300 SHALL BE PROTECTED BY
 AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 9.7 AS FOLLOWS (SEE ALSO
 12.1.6, 12.2.6, 12.3.2, AND 12.3.6):
 (1) THROUGHOUT THE STORY CONTAINING THE ASSEMBLY
 OCCUPANCY
 (2) THROUGHOUT ALL STORIES BELOW THE STORY CONTAINING
 THE ASSEMBLY OCCUPANCY
 (3) IN THE CASE OF AN ASSEMBLY OCCUPANCY LOCATED BELOW
 THE LEVEL OF EXIT DISCHARGE, THROUGHOUT ALL STORIES
 INTERVENING BETWEEN THAT STORY AND THE LEVEL OF EXIT
 DISCHARGE, INCLUDING THE LEVEL OF EXIT DISCHARGE
  
  
 9) SHEET FP003 - THERE IS NO INDICATION OF ANY FIRE
 SPRINKLER PROTECTION UNDER THE EXTERIOR FRAME AND ROOF
 AREA SUPPERTING THE A/C MECHANICAL EQUIPMENT. THE FIRE
 SPRINKLER SYSTEM SHALL BE EXTENDED TO UNDER THE
 DECKING, BY PENDENT OR SIDEWALL PER THE ENGINEER OF
 RECORD.
  
  
 10) PROVIDE A NOTE INDICATING THAT THE CANVAS CANOPY
 SHALL BE UNDER SEPARATE PERMIT AND SHALL INCLUDE FLAME
 RETARDENT FABRIC.
  
  
 11) SHEET A002 - INDICATES WALKIN COOLERS UNDER THE
 OUTSIDE DECKING. NO DETAIL IS PROVIDED, INCLUDING
 LIGHTING, EMERGENCY LIGHTING, FIRE ALRM OF FIRE
 SPRINKLER PROTECTION. THE SITE PLALN ALSO INDICATES A
 WOOD DECK WALK WAY THAT LEADS THROUGH THIS AREA THAT
 MAY BE AN EGRESS TRAVEL PATH THAT IS REQUIRED TO MEET
 NFPA 101, CHAPTER 7, MEANS OF EGRESS REQUIRERMENTS.
 PLEASE REVIEW AND PROVIDE REQUIRED DIMENSIONS, HEIGHT &
 WIDTH, SIGNAGE, AND ILLUMINATION.
  
  
 12) THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
  
 13) THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 3 Status P Date 2016-08-15 Cont ID  
Sent By tklarge Date 2016-08-15 Time 11:00 Rev Time 0.00
Received By tklarge Date 2016-08-15 Time 10:47 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2016-07-31 Cont ID  
Sent By tklarge Date 2016-07-31 Time 07:32 Rev Time 0.00
Received By tklarge Date 2016-07-31 Time 07:13 Sent To  
Notes
2016-07-31 07:32:44GAS
 1) SHT. P-005 REFERS TO THE 2007 FBC. THE CODE IN
 EFFECT IS THE 2014 FBC. REVISE THE NOTE.
 2) A LISTED SHUTOFF VALVE SHALL BE INSTALLED
 IMMEDIATELY AHEAD OF EACH MP REGULATOR PER 2014 FBC-GAS
 SEC.409.4.
 3) A TEE FITTING WITH ONE END PLUGGED OR CAPPED SHALL
 BE INSTALLED BETWEEN THE MP REGULATOR AND ITS UPSTREAM
 SHUTOFF VALVE. THE FITTING SHALL BE POSITIONED TO ALLOW
 CONNECTION OF A PRESSURE-MEASURING DEVICE. 2014 FBC-GAS
 SEC.410.2 (5).
 4) A TEE FITTING COMPLYING WITH 2014 FBC-GAS SEC.410.2
 (6) SHALL BE INSTALLED.
 5) SHT. P005 -NOTE #6 REGERS TO BELOW SLAB
 PIPING.PIPING INSTALLED UNDER A SLAB INSIDE THE
 BUILDING IS PROHIBITED PER THE 2014 FBC-GAS SEC.404.6.
 IF NOTE #6 IS MEANT TO REFER TO UNDERGROUND PIPING,
 PLEASE REVISE THE NOTE.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2016-05-31 Cont ID  
Sent By gjohnson Date 2016-05-31 Time 13:07 Rev Time 0.00
Received By gjohnson Date 2016-05-31 Time 13:07 Sent To  
Notes
2016-05-31 13:31:56GAS COMMENTS:
  
 1. PROVIDE LENGTH OF EACH CUT SECTION OF PIPE ON
 ISOMETRIC DRAWING. PER FBC FG SEC. 402.4.1-402.4.2
  
 2.THE NOTE FOR YOUR 2PSI SYSTEM INDICATES TABLE
 402.4(18) WHICH IS CSST ON THE ISOMETRIC DRAWING YOUR
 REFERENCING BS PIPE WHAT DOES BS STAND FOR PLEASE
 CLARIFY WHAT TYPE OF PIPE YOU USING. PER WPB AMEND. TO
 FBC SEC. 107.2.1
  
 3. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE
 FBC-2014 FUEL GAS CODE SEC. 304.
  
 4.SUBMIT MANUFACTURER?S SPECIFICATION SHEETS FOR ALL
 GAS EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA
 54, NFPA 58, AND FBC-2014 FUEL GAS SEC. 402.2
  
 5. IN THE NOTES FOR THE GAS PIPING YOU ARE REFERENCING
 BS PIPING AND SLEEVING PIPING UNDER THE SLAB , THE
 ISOMETRIC DRAWING DOES NOT SHOW ANY PIP UNDER THE SLAB
 PLEASE CLARIFY . PLEASE REMOVE ANY NOTES THAT DO NOT
 APPLY TO THIS GAS SYSTEM. PER WPB AMEND. TO FBC SEC.
 107.2.1
  
  
 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 LEAVE THE
 PREVIOUSLY REVIEWED SHEETS.
 DO TO PLANS BEING INCOMPLETE OR UNCLEAR, A
 COMPREHENSIVE PLAN REVIEW CANNOT BE DONE AT THIS TIME,
 THERE MAYBE ADDITIONAL COMMENTS ON RESUBMITTAL OF
 PLANS.
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-08-17 Cont ID  
Sent By jwitmer Date 2016-08-17 Time 08:02 Rev Time 0.00
Received By jwitmer Date 2016-08-08 Time 08:08 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-08-01 Cont ID  
Sent By lmarchan Date 2016-08-01 Time 08:23 Rev Time 0.00
Received By lmarchan Date 2016-07-05 Time 09:35 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-06-20 Cont ID  
Sent By vperez Date 2016-06-20 Time 09:44 Rev Time 0.00
Received By vperez Date 2016-06-20 Time 09:44 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2016-08-26 Cont ID  
Sent By jwitmer Date 2016-08-17 Time 07:37 Rev Time 0.00
Received By jwitmer Date 2016-08-17 Time 07:30 Sent To  
Notes
2016-08-17 07:38:188/26/16
 PALM BEACH COUNTY IMPACT FEES:
 RECEIPT NUMBER: 2016-0829-71
 MU NUMBER: MU-2016-015003-0000
 5004 SQ. FT.
 1,204 SQ. FT. OUTSIDE
 FEES: $35,067.99
  
 JAMES A. WITMER 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 2 Status F Date 2016-07-22 Cont ID  
Sent By jwitmer Date 2016-07-22 Time 15:17 Rev Time 0.00
Received By jwitmer Date 2016-07-22 Time 15:17 Sent To  
Notes
2016-07-22 15:17:01BEFORE 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 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 2016-06-07 Cont ID  
Sent By jwitmer Date 2016-06-07 Time 12:12 Rev Time 0.00
Received By jwitmer Date 2016-06-07 Time 12:12 Sent To  
Notes
2016-06-07 12:12:46IMPACT 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 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 3 Status P Date 2016-08-10 Cont ID  
Sent By ccole Date 2016-08-10 Time 07:20 Rev Time 0.00
Received By ccole Date 2016-08-09 Time 16:43 Sent To  
Notes
2016-08-10 07:40:57MECHANICAL PROVISO- DEFERRED SUBMITTALS:
  
 STRUCTURAL ENGINEERING FOR INSTALLATION OF ALL ROOFTOP
 MECHANICAL EQUIPMENT AND CURBS
 SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO
 1ST INSPECTION.
 THE APPROVED DETAILS SHALL BE ONSITE AT TIME OF
 INSPECTION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-07-15 Cont ID  
Sent By ccole Date 2016-07-15 Time 16:21 Rev Time 0.00
Received By ccole Date 2016-07-15 Time 14:40 Sent To  
Notes
2016-07-15 16:40:502ND REVIEW MECHANICAL
 PERMIT #16050258
 7/15/16
  
 1) PREVIOUS BUILDING REVIEW COMMENTS REGARDING ACCESS
 TO SERVICEABLE MECHANICAL EQUIPMENT ON ROOF TOPS HAS
 NOT BEEN COMPLETELY RESOLVED. SEE SHEET A008 AND REFER
 TO SECTION 306.5: INDICATE HOW ACCESS TO THE KITCHEN
 EXHAUST AND SUPPLY FANS ON THE SLOPED ROOF WILL BE
 ACCOMPLISHED, AND PROVIDE THE SLOPE OF THE ROOF. AS THE
 KITCHEN EXHAUST HOOD WILL BE UNDER SEPARATE PERMIT,
 THIS CAN BE CONSIDERED AN "ADVISORY COMMENT" HOWEVER IT
 IS RECOMMENDED THAT THESE ISSUES BE RESOLVED PRIOR TO
 APPROVAL OF THE MAIN CONSTRUCTION PLANS.
  
 2) CONTRARY TO THE ARCHITECT'S NARRATIVE RESPONSE
 REGARDING WIND LOAD ENGINEERING FOR THE ROOFTOP
 MECHANICAL EQUIPMENT, THE REQUESTED WIND LOAD DESIGN
 CRITERIA AND INSTALLATION DETAILS ARE INCOMPLETE, AND
 THE EOR IS STATING IN NOTE #21 ON SHEET M001, IT WILL
 BE PROVIDED BY A DELEGATED STRUCTURAL ENGINEER. PLEASE
 CLARIFY IF THE DELEGATED ENGINEERING IS TO BE SUBMITTED
 WITH THE MAIN PLANS FOR PERMITTING, OR ARE YOU
 REQUESTING A DEFERRED SUBMITTAL?
  
 3) THE DIGITAL SIGNATURE FOR THE ENERGY CALCULATIONS
 HAS A PROCESS ERROR.
  
 4) PLACE A NOTE INDICATING THAT THE EXTERIOR WALK-IN
 BOXES AND REFRIGERATION WILL BE DONE UNDER SEPARATE
 PERMIT.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-06-01 Cont ID  
Sent By ccole Date 2016-06-01 Time 15:31 Rev Time 0.00
Received By ccole Date 2016-06-01 Time 15:31 Sent To  
Notes
2016-06-01 16:39:591ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16050258
 6/1/16
  
 1) SUBMIT ENERGY CALCULATIONS IN COMPLIANCE WITH
 SECTIONS C101.4.4 & C401.2 FBC-14 ENERGY CONSERVATION.
  
 2) THE AC CALCULATIONS ON SHEET M006 DO NOT INCLUDE THE
 HEATING LOAD, DO NOT INCLUDE A SPACE LOAD FOR THE
 KITCHEN, DO NOT SHOW A TOTAL LATENT LOAD, AND DO NOT
 APPEAR TO BE PERFORMED IN ACCORDANCE WITH THE
 ASHRAE/ACCA STANDARD 183 OR ACCA MANUAL N. PLEASE
 CLARIFY WHAT PROCESSES ARE CONTRIBUTING TO THE "PROCESS
 LOADS" SHOWN IN THE CALCS.
  
 3) REFER TO SECTION C403.2.2: RTU 1 & 2 PER THE
 SCHEDULE HAVE A COMBINED TOTAL CAPACITY OF 30 TONS
 (360,000 BTUH) WHICH EXCEEDS THE TOTAL 241,000 BTUH
 LOAD IN THE CALCULATION.
  
 4) PROVIDE THE WIND LOAD DESIGN CRITERIA AND
 ENGINEERING FOR INSTALLATION OF THE RTU'S AND THE
 EXTERIOR DUCTWORK- SECTION 301.15.
  
 5) SHEET M004: PROVIDE DETAILS FOR INSTALLATION OF THE
 GUARDRAIL SHOWN ON THE ROOF BY THE RTU'S- SEE SECTION
 304.11.
  
 6) SHUTOFF DAMPER CONTROLS FOR THE O/A SUPPLY ARE
 REQUIRED PER SECTION C403.2.4.4 FBC-14 ENERGY
 CONSERVATION.
  
 7) DEMAND CONTROLLED VENTILATION IS REQUIRED FOR THE
 DINING ROOM- SECTION C403.2.5.1. REVISE THE PLAN TO
 SHOW COMPLIANCE.
  
 8) INDICATE THE TYPE OF EXTERIOR DUCTWORK TO BE
 INSTALLED AND THE INSULATION R-VALUE.
  
 9) PROVIDE A CONDENSATE DISPOSAL PLAN- SECTION 307.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2016-08-15 Cont ID  
Sent By tklarge Date 2016-08-15 Time 10:47 Rev Time 0.00
Received By tklarge Date 2016-08-15 Time 10:47 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-07-31 Cont ID  
Sent By tklarge Date 2016-07-31 Time 07:13 Rev Time 0.00
Received By tklarge Date 2016-07-31 Time 05:00 Sent To  
Notes
2016-07-31 07:13:071) SHT. A010 - DETAIL 3 - SHOW THE MOUNTING DIMENSIONS
 OF THE HAND DRYER AND THE PAPER TOWEL DISPENSER. COMPLY
 WITH 2014 FBC-ACCESS. SEC.308, 604.9.6 THE TOILET PAPER
 DISPENSER SHALL BE LOCATED 7-9 INCHES FROM THE FRONT OF
 THE WATER CLOSET TO THE CENTER LINE OF THE DISPENSER.
 2) SHT. A010 - ONE LAVATORY OUTSIDE OF THE TOILET
 COMPARTMENT SHALL COMPLY WITH 2014 FBC-ACCESS
 SEC.213.3.4, 306 AND 606. SHOW THE REQUIRED KNEE AND
 TOE CLEARANCES ON DETAIL #6 ON SHT. A010.
 3) THE NARRATIVE RESPONSES TO THE PREVIOUS PLUMBING
 REVIEW COMMENTS STATE THAT THE GREASE INTERCEPTOR HAS
 BEEN INCREASED TO 2000 GALLONS BUT THE PLANS SHOW 750
 GALLONS. CLARIFY.
 4) THE SANITARY RISER SHOWS ITEM B2 (ICE BIN)
 DISCHARGING INTO THE GREASY WASTE SYSTEM. THIS ITEM
 SHALL DISCHARGE TO THE SANITARY PER 2014 FBC-PLUMBING
 SEC.1003.2.
 5) THE THREE COMPARTMENT SINK HAS NOT BEEN INCLUDED
 INTO THE CALCULATIONS FOR THE SIZING OF THE GREASE
 INTERCEPTOR. THIS FIXTURE MUST BE INCLUDED IN THE
 CALCULATIONS.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-05-31 Cont ID  
Sent By gjohnson Date 2016-05-31 Time 11:22 Rev Time 0.00
Received By gjohnson Date 2016-05-24 Time 17:50 Sent To  
Notes
2016-05-31 11:47:42PLUMBING NOTES:
  
 1. GRAB BARS SHALL BE MEASURED FROM FINISHED FLOOR TO
 TOP OF GRIPING SURFACE AT A MIN. OF 33IN. AND MAX. OF
 36IN. PER FBC ACC. SEC. 609.4
  
 2. PLEASE SHOW CLEARANCE FOR TOILET SHALL COMPLY WITH
 FBC ACC. SEC. 604.8.1.1 SIZE.
 WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES
 (1525 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE
 SIDE WALL, AND 56 INCHES (1420 MM) DEEP MINIMUM FOR
 WALL HUNG WATER CLOSETS AND 59 INCHES (1500 MM) DEEP
 MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED
 PERPENDICULAR TO THE REAR WALL. WHEELCHAIR ACCESSIBLE
 COMPARTMENTS FOR CHILDREN?S USE SHALL BE 60 INCHES
 (1525 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE
 SIDE WALL, AND 59 INCHES (1500 MM) DEEP MINIMUM FOR
 WALL HUNG AND FLOOR MOUNTED WATER CLOSETS MEASURED
 PERPENDICULAR TO THE REAR WALL.
  
 3. SHOW CLEAR FLOOR SPACE FOR LAVATORY PER FBC ACC.
 SEC. 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.
  
 4. SHOW CLEAR FLOOR SPACE FOR ACCESSIBLE URINAL.
 PER FBC ACC. SEC 605.3 CLEAR FLOOR SPACE.
 A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305
 POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED.
  
 5. HEIGHT OF TOILET SEAT SHALL COMPLY WITH FBC ACC.
 SEC. 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.
  
 6. PROVIDE OCCUPANT LOAD ON PLAN. PER WPB AMEND. TO FBC
 SEC. 107.2.1
  
 7. 016 SHT..2 EXFILTRATION TRENCH, SHOWS PIPE SIZE AND
 TRENCH SIZE AS VARIES 015 SHT.1 DETAIL FOR EXFILTRATION
 TRENCH SHOWS A SIZE PLEASE CLARIFY. PER WPB AMEND. TO
 FBC SEC. 107.2.1
  
 8. USE STANDARD DETAIL GS-7 FROM WPB UTILITIES FOR
 GRAVITY GREASE INTERCEPTOR AND SHOW 6IN. SAMPLING PORT
 ON PLAN. PER WPB AMEND. TO FBC SEC. 107.2.1
  
 9. RECIRCULATING SYSTEM MAYBE REQUIRED TO COMPLY WITH
 FBC PL. SEC. 607.2 HOT OR TEMPERED WATER SUPPLY TO
 FIXTURES.
 THE DEVELOPED LENGTH OF HOT OR TEMPERED WATER PIPING,
 FROM THE SOURCE OF HOT WATER TO THE FIXTURES THAT
 REQUIRE HOT OR TEMPERED WATER, SHALL NOT EXCEED 50 FEET
 (15 240 MM). RECIRCULATING SYSTEM PIPING AND
 HEAT-TRACED PIPING SHALL BE CONSIDERED TO BE SOURCES OF
 HOT OR TEMPERED WATER
  
 10. SOME OF THE SIZING IS MISSING IN THE GREASE SYSTEM
 IN KITCHEN PLEASE PROVIDE . PER WPB AMEND. TO FBC SEC.
 107.2.1
  
 11. GREASE INTERCEPTOR SIZING CALCULATIONS ARE
 INCOMPLETE FOR A GRAVITY TANK YOU HAVE TO MULTIPLY THE
 65 GPM BY 30 MIN. RETENTION TIME WITCH GIVES YOU 1950
 GAL MIN TANK CAPACITY THE 750 WILL BE TO SMALL YOU WILL
 HAVE TO USE A 2000 GAL. GRAVITY TANK.
  
 DO TO PLANS BEING INCOMPLETE OR UNCLEAR, A
 COMPREHENSIVE PLAN REVIEW CANNOT BE DONE AT THIS TIME,
 THERE MAYBE ADDITIONAL COMMENTS ON RESUBMITTAL OF
 PLANS.
 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 LEAVE THE
 PREVIOUSLY REVIEWED SHEETS.
  
 1ST REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2016-08-26 Cont ID  
Sent By skennedy Date 2016-08-26 Time 13:10 Rev Time 0.00
Received By skennedy Date 2016-08-26 Time 13:10 Sent To  
Notes
2016-08-17 08:02:043RD REVIEW BUILDING & STRUCTURAL SHEETS NOT DIGITALLY
 SIGNED & SEALED IN ACCORDANCE WITH 61G15-23.005
 PROCEDURES FOR SIGNING AND SEALING ELECTRONICALLY
 TRANSMITTED PLANS, SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop Z ZONING
Rev No 3 Status P Date 2016-08-16 Cont ID  
Sent By   Date 2016-08-16 Time   Rev Time 0.00
Received By kmartin Date 2016-08-16 Time 10:20 Sent To  
Notes
2016-08-16 10:20:37PROVISO:
  
 1. PRIOR TO CO, REVISED LANDSCAPE PLANS SHALL BE
 SUBMITTED REFLECTING THE FOLLOWING PROVISOS.
  
 2. SIDEWALK ALONG 7TH STREET SHALL HAVE A MINIMUM WIDTH
 OF 5 FEET.
  
 3. DUMPSTER SHALL BE SCREENED WITH A HEDGE ALONG THE
 WEST, SOUTH, AND EAST SIDES.
  
 4. DUMPSTER AND FENCE SHALL NOT BE WITHIN THE MINIMUM
 SETBACK OF 12 FEET, PROVIDE DIMENSIONS ON DRAWINGS TO
 CONFIRM COMPLIANCE.
  
 5. WITH THE EXCEPTION OF THE DUMPSTER AREA; NO CURB
 CUTS SHALL BE ADDED ALONG 7TH STREET.
  
 6. LANDSCAPE DRAWINGS MUST INCLUDE WALKWAY MATERIAL
 DETAILS.
  
 7. NO LIGHT SHALL PROJECT BEYOND THE PROPERTY LINE.
  
 FOR MORE INFORMATION PLEASE CONTACT KEVIN MARTIN, URBAN
 DESIGN PLANNER AT (561) 822-1426 OR [email protected].
Review Stop Z ZONING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 2016-08-16 Time   Rev Time 0.00
Received By kmartin Date 2016-08-16 Time 10:17 Sent To  
Notes
2016-08-16 10:19:211. PROVIDE SURVEY, AS PREVIOUSLY REQUESTED. SHOW
 ADJACENT SIDEWALKS AND EXACT LOCATION OF EXISTING
 LANDSCAPE.
  
 2. DUMPSTER AND FENCE SHALL NOT BE WITHIN THE MINIMUM
 SETBACK OF 12 FEET, PROVIDE DIMENSIONS ON DRAWINGS TO
 CONFIRM COMPLIANCE.
  
 3. SIDEWALK ALONG 7TH STREET SHALL BE A MINIMUM WIDTH
 OF 5 FEET.
  
 4. LANDSCAPE DRAWINGS MUST INCLUDE WALKWAY MATERIAL
 DETAILS.
  
 5. PROVIDE DETAILS ON OUTDOOR LIGHTING, NO LIGHT SHALL
 PROJECT BEYOND THE PROPERTY LINE.
  
 FOR MORE INFORMATION PLEASE CONTACT KEVIN MARTIN, URBAN
 DESIGN PLANNER AT (561) 822-1426 OR [email protected].
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-07-19 Cont ID  
Sent By aaponte Date 2016-07-19 Time   Rev Time 0.00
Received By kmartin Date 2016-07-11 Time 10:33 Sent To  
Notes
2016-07-11 10:48:261. SURVEY NEEDED, PLEASE IDENTIFY THE LOCATION OF THE
 SIDEWALK IN ADJACENT PROPERTIES.
 2. CIVIL DRAWINGS NEEDED.
 3. LANDSCAPE DRAWINGS AND SPECIFICATIONS NEEDED.
 4. LANDSCAPE PERMIT WILL ALSO BE REQUIRED.
 5. PROVIDE DETAILS ON TREATMENT OF THE ARTIFICIAL TURF
 ALONG THE EXISTING TREE.
 6. PROVIDE DETAILS ON DUMPSTER ENCLOSURE.
 7. FENCE ALONG THE NORTH PROPERTY LINE SHALL NOT BE
 WITHIN THE MINIMUM SETBACK OF 12 FEET. BE ADVISED THAT
 A HEDGE SHALL BE PROVIDED BETWEEN THE SIDEWALK AND THE
 FENCE.
 8. PROVIDE DETAILS ON OUTDOOR LIGHTING, INCLUDING
 PHOTOMETRIC. BE ADVISED THAT LIGHTING SHALL NOT PROJECT
 BEYOND PROPERTY LINES.
  
 FOR ADDITIONAL DETAILS, PLEASE CONTACT KEVIN MARTIN,
 URBAN DESIGN PLANNER (561) 822-1426 [email protected]


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