Plan Review Details - Permit 15061478
Plan Review Stops For Permit 15061478
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-07-30 Cont ID  
Sent By jwitmer Date 2015-07-30 Time 13:17 Rev Time  
Received By jwitmer Date 2015-07-30 Time   Sent To  
Notes
2015-07-29 16:49:27BUILDING PLAN REVIEW
 PERMIT: 15061478
 ADD: 115 S OLIVE AVE
 CONT: TO BE DETERMINED/ CONTACT SCOTT SMITH
 TEL: (561)318-8821
 E-MAIL: ROXY'[email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1
 ADMINISTRTION
  
 1ST REVIEW
 DATE: JULY 29/ 2015
 ACTION: DENIED
  
 1A) PLANS SUBMITTED ON JUNE 30/ 2015 ARE TO BE DESIGNED
 TO THE 5TH EDITION OF THE FLORIDA BUILDING CODE. THE
 5TH EDITION OF THE FBC WAS ADOPTED STATE WIDE JUNE 30/
 2015. PLEASE UPDATE ALL CODE REFERENCES TO THE CURRENT
 CODE.
  
 1B) PLEASE SUBMIT 2014 ENERGY CALCULATIONS ALSO SEE
 C103.2 INFORMATION ON CONSTRUCTION DOCUMENTS, C401.2
 APPLICATION & C401.1.2.1 APPLICATION TO EXISTING
 BUILDINGS.
  
 2) PLEASE SUBMIT A SURVEY TO ESTABLISH WHERE THE
 PROPERTY LINE IS LOCATED IN REGAURDS TO THE BUILDING
 LINE AND PROPOSED EXTERIOR WEST STAIR FROM THE 3RD
 FLOOR AND THE EAST PROPERTY LINE THE EXTERIOR FOLDING
 DOORS AND DOUBLE ENTRY DOORS APPEAR THEY SWING OVER THE
 PROPERTY LINE. 2010 FBC-B 3202.2
  
 2A) PLEASE PROVIDE THE LOCATION OF THE PROPERTY LINE ON
 THE ELEVATIONS SHEET A-10 TO REVIEW PLANS FOR CODE
 COMPLIANCE WITH FBC-B 3202.2, 3202.3.2 , 1026.5 &
 1027.4 (1-2).
  
 3) THIS BUILDING WILL REQUIRE A RESIDENT INSPESTOR,
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
  
 3A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT. FORMS WERE SENT TO SCOTT SMITH, E-MAIL
 ADDRESS: ROXY'[email protected] 7/29/2015 04:12 PM.
 RECEIVED A FAILURE TO ROUTE.
  
 3B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 3C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE
 SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
 [email protected]
  
 3D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR
 THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 3E) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 4) SHEET A-8 / BUILDING CODE ANALYSIS
  
 4A) CONSTRUCTION TYPE IS LISTED AS BLDG TYPE: 3A-
 UNSPRINKLERED / MAXIMUM BLDG HEIGHT: 55 FT + 20 FT=75
 FT. PER 504.2.
 WITHIN THE ABOVE STATEMENT THERE ARE VARIOUS
 DISCREPANCIES, FOR A TYPE 3A BUILDING YOU ARE ALLOWED
 65 FT. UNSPRINKLERED. FOR A 3A TYPE BUILDING STRUCTURAL
 FRAMING MEMBERS WILL NEED TO BE FIRE RATED PER TABLE
 601. I BELIEVE THE DESIGNER IS LOOKING AT A 3B BUILDING
 TYPE UNSPRINKLERED THE BUILDING ALLOWABLE HEIGTH OF 55
 FT. AND NO FIRE RESISTANT MEMBERS ARE REQUIRED.
  
 4B) THE BUILDING CODE ANALYSIS INDICATES THE BUILDING
 TO BE UNSPRINKLERED. PLEASE REVIEW THE 2014 FBC (5TH
 EDITION OF THE FBC-B) SECTION 903.2.11.3 FIRE
 SPRINKLERS REQUIRES ALL (3) STORY BUILDINGS TO BE FIRE
 SPRINKLERED.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
 BUILDINGS :
 FIRE SUPPRESSION SYSTEMS SHALL INCLUDE:
 SCHEMATIC FIRE SPRINKLERS
 STANDPIPES
  
 4C) OCCUPANT LOADS: OCCUPANT LOADS FOR EGRESS WHEN YOU
 END UP WITH A FRACTION, YOU ALWAYS ROUND UP TO THE NEXT
 WHOLE OCCUPANT. SEE BOAF INFORMAL INTERPRETATION 5479.
 1ST FLOOR BENCH SEATING TO 29 OCCUPANTS/ TOTAL 153
 2ND FLOOR KITCHEN 3/ TOTAL 171
 3RD FLOOR CLARIFY THE SQUARE FOOTAGE IN KITCHEN IT
 APPEARS THERE IS (2) AREAS 780 SQ. FT. +517 SQ. FT.=
 1297 SQ. FT./ 100= 13 OCCUPANTS
  
 4D) INTERIOR FINISHES (COMMON TO ALL FLOORS) DOES NOT
 MATCH THE A2 OCCUPANCY FOR SPRINKLERED OR
 NON-SPRINKLERED BUILDINGS SEE 2014 FBC-B TABLE 803.9.
 THERE ARE NO INTERIOR WALL ELEVATIONS WITH FINISHES
 CONCERNS ARE 2014 FBC-B:
 4D)(1) 803.11.1 DIRECT ATTACHMENT & FURRED
  
 4D)(2) 803.11.2 SET OUT CONSTRUCTION.
  
 4D)(3) 803.4 USE OF FOAM PLASTICS
  
 4D)(4) 803.5 TEXTILE WALL COVERINGS
  
 4D)(5) 803.6 TEXTILE CEILING COVERINGS
  
 4D)(6) DECROTIVE MATERIAL & TRIM
  
 5) SHEET A-8:
  
 5A) SHEET A-8 SHOWS A EXIT DIRECTIONAL SIGN IN THE 1ST
 FLOOR DINING ROOM TAKING THE PATH OF EGRESS TRAVEL
 THROUGH THE PRE-KITCHEN. THE 2014 FBC-B SECTION
 1014.2(4) EGRESS SHALL NOT PASS THROUGH KITCHENS.
  
 5B) SHEET A-8 THE MAIN DINING ROOM, WITH THE PATH OF
 EGRESS TRAVEL THROUGH THE KITCHEN NOT ALLOWED, THE
 DINING ROOM WILL NEED A 2ND MEANS OF EGRESS SINCE THE
 OCCUPANT LOAD IS GRATER THAN 49. 2014 FBC-B TABLE
 1015.1.
  
 5C) SHEET A-8, THE MAIN DINING ROOM WILL ALSO NEED TO
 SHOW COMPLIANCE WITH 2014 FBC-B 1028.10.1.2 SEATING AT
 TABLE AISLE LENGTH. ACCESS AISLES SHALL NOT EXCEED 30
 FT. WHERE THE OCCUPANT HAS A CHOICE OF 2 OR MORE PATHS
 OF EGRESS TRAVLE TO SEPARATE EXITS.
  
 5D) SHEET A-8 SHOWS A ENCLOSED EXIT STAIR EMPTYING INTO
 THE PRE-KITCHEN AS PART OF A MEANS OF EGRESS. THE 2014
 FBC-B SECTION 1014.2(4) EGRESS SHALL NOT PASS THROUGH
 KITCHENS.
  
 5E) SHEET A-8 SHOWS A PASSENGERE ELEVATOR, THE TRAVEL
 DISTANCE FROM THE 1ST FLOOR TO THE 3RD FLOOR IS
 APPROXIMATELY 26 FT. 3 IN. WITH THIS TRAAVEL DISTANCE
 PLEASE SHOW COMPLIANCE WITH 2014 FBC-B 3002.4 ELEVATOR
 CAR TO ACCOMMODATE AMBULANCE STRETHER.
  
 5F) ARCHITECTURAL PLANS DO NOT SHOW ANY DETAILS OF THE
 ELEVATOR HOISTWAY, THE STRUCTURAL SHEETS SHOW ON SHEET
 S-3 DETAIL 14 ON SHEET S-13. THE STRUCTURAL PLANS ONLY
 GO TO S-10 THERE IS NO SHEET S-13. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED FOR CODE COMPLIANCE. PLEASE
 NOTE THE PLANS DO NOT SHOW A MACHINE ROOM. PLEASE
 PROVIDE DOCUMENTATION OF THE TYPE OF ELEVATOR AND
 EQUIPMENT TO BE INSTALLED. ALSO ON THE DUMBWAITER.
  
 5G) SHEET A-8 IS THE 1ST FLOOR LIFE SAFETY PLAN,(COMMON
 COMMENT FOR ALL 3 FLOORS!!!!!) NONE OF THE REQUIRED
 RATED WALLS ARE SHOWN ON THIS PLAN, VERTICAL
 STAIRWELLS,AND SHAFTS DO NOT INDICATE HOURS OF RATING
 NEITHER DOES SHEET A-2.
  
 5H) SHEET A-8 NOR A-2 (COMMON COMMENT FOR ALL FLOORS)
 SHOW A WALL TYPE LEGEND FOR WALL TYPES RATED OR
 NON-RATED WALLS, WALL IDENTIFICATION TAGS, NOR UL OR
 GYPSUM WALL ASSEMBLIES. 2014 FLORIDA BUILDING CODE W
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1 ADMINISTRTION:
 107.3.5 MINIMUM PLAN REVIEW FOR COMMERCIAL BUILDINGS
 CRITERIA FOR BUILDINGS :
 FIRE-RESISTANT CONSTRUCTION REQUIREMENTS SHALL INCLUDE
 THE FOLLOWING COMPONENTS:
 FIRE-RESISTANT SEPARATIONS
 FIRE-RESISTANT PROTECTION FOR TYPE OF CONSTRUCTION
 PROTECTION OF OPENINGS AND PENETRATIONS OF RATED WALLS
 WALL SYSTEMS
 FLOOR SYSTEMS
 ROOF SYSTEMS
 FIRE BLOCKING AND DRAFTSTOPPING AND CALCULATED FIRE
 RESISTANCE
  
 5I) SHEET A-8 NOR A-2 SHOW COMPLIANCE WITH 2014 FBC-B
 906.1 LOCATION FOR PORTABLE FIRE EXTINGUISHERS, THIS
 COMMENT STAND FOR ALL FLOORS.
  
 6) SHEET A9 LIFE SAFETY 2ND FLOOR AND SHEET A-3 :
  
 6A)(1) SHEET A9 LIFE SAFETY 2ND FLOOR AND SHEET A-3
 SHOW (2) EXIT STAIRWAYS ENTRY POINTS WITHIN 12 FT. OF
 EACH OTHER, FOR A FIRE SPRINKLERED BUILDING THEY HAVE
 TO BE 1/3 THE MAXIMUM DIAGONAL DISTANCE APART FOR
 EITHER THE BUILDING OR AREA SERVED 2014 FBC-B 1015.2.1.
  
 6A)(2) THE WEST STAIRWELL THE DOOR SWING AGAINST THE
 MEANS OF EGRESS TRAVEL, WITH A OCCUPANT LOAD GREATER
 THAN 50. 2014 FBC-B 1008.1.2.
  
 6B)(A) SHEET A9 LIFE SAFETY 2ND FLOOR AND SHEET A-3 THE
 SOUTH EXTERIOR WALL SHOWS A NEW OPENING OF 250 SQ. FT.
 SET BACK 3FT. 4 INCHES. TABLE 602 WALLS 0-5 FT. FROM
 THE PROPERTY LINE FOR AN ASSEMBLY OCCUPANCY REQUIRE A 1
 HOUR FIRE RATED WALL. TABLE 708.5 FOR ALLOWABLE
 OPENINGS BETWEEN 0-3 FEET FROM THE PROPERTY LINE NOT
 PERMITTED. TABLE 708.5 MAXIMUM AREA OF EXTERIOR WALL
 OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE
 OF OPENING PROTECTION, ONLY ALLOWS 15 % OF THE WALL TO
 BE PROTECTED BY EITHER A FIRE DOOR OR FIRE SHUTTER. THE
 (3) OPENINGS CONSTITUTES 77 % OF THE WALL IN OPENINGS.
  
 6B((B) THE 2ND ISSUE WITH THE PROPOSED 250 SQUARE FOOT
 OPENING IN THE SOUTH WALL IS COMPLYING WITH 2014 FBC-B
 706.6.1 STEPPED BUILDINGS. THE PROPOSED PLAN SHEET A-10
 SHOWS WHAT APPEARS TO BE THE ROOF PARAPET THE ACTUAL
 ROOF LEVEL IS UNKNOWN. THIS UNKNOWN FACT MAY ALSO
 AFFECT THE GLASS HANDRAILS ON THE 3RD LEVEL IN THIS
 SAME AREA. PLEASE NOTE THE EXTERIOR WALL FOR A HEIGHT
 OF 15 FEET ABOVE THE LOWER ROOF IS NOT LESS THAN 1-HOUR
 FIRE RESISTANCE RATED CONSTRUCTION FROM BOTH SIDES WITH
 OPENING PROTECTIVED BY FIRE ASSEMBLIES HAVING A FIRE
 PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
  
 6C) THE OPENINGS ON BOTH THE SOUTH AND EAST SIDE OF THE
 BUILDING SHOW OVERHEAD TYPE GLAZED GARAGE DOORS (DOOR #
 203-208) WILL NEED TO COMPLY WITH 2014 FBC-B 2405.2
 SLOPED GLAZING. ALLOWABLE GLAZING MATERIALS AND
 LIMITATIONS.
  
 6D) THE 2ND FLOOR THE EAST STAIRWELL SHOWS A INSWING
 EGRESS DOOR AT THE RATED VERTICAL EXIT. PLEASE PROVIDE
 CODE COMPLIANCE WITH 2014 FBC-B 1008.1.6.
  
 7) SHEETS A9 3RD FLOOR LIFE SAFETY PLAN AND SHEET A-4:
  
 7A) SHEET A-4 ROOM # 306 IS LABELED MENS RESTROOM WHERE
 AS A9 THE 3RD FLOOR PLAN SHOWS THIS AS A BEER COOLER
 ROOM. DISCREPANCY IN PLANS. 107.2.1.3.
  
 7B) SHEETS A9 3RD FLOOR LIFE SAFETY PLAN AND SHEET A-4
 THE MENS RESTROOM WILL NEED TO SHOW COMPLIANCE WITH
 2014 FBC-ACCESSIBLITY 404.2.6 DOORS IN SERIES.
  
 8A) SHEET A-10 OR A-11 DO NOT PROVIDE THE DESIGN
 CRITERIA FOR THE 42 INCH HIGH GLASS GUARD RAILS TO SHOW
 CODE COMPLIANCE WITH FBC-B 1607.8, 2406.4.4 & 2607.
  
 8B) SHEET A-11 THE EXTERIOR REAR STAIR DOES NOT SHOW
 COMPLIANCE WITH RISE/ RUN OF STAIRS, HANDRAILS AND
 GAURDRAILS IN COMPLIANCE WITH THE 2014 FBC-B 1013.3,
 1607.8, 1012.4, 1012.5 OR 1012.6.
  
 9) SHEET A-11 SHOWS AN ALUMINUM SUSPENDED CANOPY, THERE
 ARE NO CUT SECTIONS OR DETAILS FOR THIS CANOPY HOW IT
 IS TO BE ANCHORED NOR IS THERE WIND DESIGN CRITERIA TO
 BASE A DESIGN. 2014 FBC-B 3106. IS FOR FIXED CANOPIES
 (MARQUEES), PLEASE NOTE THIS SECTION IS FOR FIXED
 CANOPIES AND WILL NEED TO COMPLY WITH 3106.5
 CONSTRUCTION.
  
 10) SHEET A-11 SHOWS ON THE WEST SIDE OF THE 3RD FLOOR
 WHAT APPEARS TO BE ROOF TOP A/C COMPRESSORS, PLEASE BE
 AWARE THEY WILL NEED TO BE ANCHORED TO EITHER ROOF TOP
 CURBS IF THEY ARE DOWN TURNED UNITS, IF PACKAGED
 COMPRESSORS THEY WILL NEED TO MEET THE REQUIREMENTS FOR
 ROOF TOP A/C STANDS AND REQUIRED CLEAANCES 2014 FBC-B
 TABLE 1509.6.5.
  
 11) SHEET S-8 UNDER NOTES # 1 THE WIND DESIGN IS 140
 MPH. PLEASE UPDATE TO THE 2014 FBC-B WIND DESIGN MAP
 FIGURE 1609A.
  
 12) SHEET S-8 UNDER NOTES 2A INDICATE THIS PLAN IS
 DESIGNED TO THE 2007 FBC-B. PLEASE NOTE JUNE 30/ 2015
 THE 2014 FBC. 5TH EDITION WAS ADOPTED STATE WIDE.
  
 13) SHEET S-8 WIND LOAD SCHEDULE INDICATES THE DESIGN
 IS TO THE 2010 FBC. PLEASE UPDATE PRESSURES TO THE 2014
 FBC-B PLEASE PROVIDE THE EXPOSURE AND MEAN ROOF HEIGHT
 FOR THIS BUILDING.
  
 2014 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 13.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 13.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 13.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 13.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 13.5) COMPONENTS & CLADDING PRESSURES POSITIVE &
 NEGATIVE TABLE 1609.2(2) .
  
 14) SHEET S-8 WIND SCHEDULE WILL NEED TO PROVIDE
 PRESSURES FOR BOTH A FLAT ROOF AND SLOPED ROOF. SLOPED
 ROOF 4:12. COMPONENTS & CLADDING PRESSURES POSITIVE &
 NEGATIVE TABLE 1609.2(2) .
  
 15) SHEET S-6 DETAIL 1-A SHOWS THE INSTALATION OF 3/4
 INCH T & G DECKING WITH RAFTERS @ 24 INCHES ON CENTER.
 15A) NEITHER THE ARCHITECTURAL SHEETS NOR STRUCTURAL
 SHEETS INDICATE WHAT TYPE OF FINISH ROOFING PRODUCT IS
 TO BE INSTALLED ON THIS STRUCTURE.
 FOR ROOF UNDERLAYMENTS THAT REQUIRE TIN TAGS THE
 ROOFING NAILS ARE TO PENETRATE INTO THE ROOF DECKING A
 MINIMUM OF 3/4 INCHES, MAY HAVE BLEMISHES ON THE
 INTERIOR FINISH ROOF SHEATHING. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 15B) SHEET S-6 DETAIL # 1 WILL ALSO NEED TO INDICATE
 THE WIDTH OF THE T & G ROOF DECKING AND THE QUANITY OF
 NAILS PER BOARD TYPE OF FASTENER AND LENGTH OF FASTENER
 FOR THE 3RD FLOOR ROOF SHEATHING. 107.2.1.3.
  
 16) 2014 EXISTING BUILDING CODE 1103.3.1 VERTICAL
 ADDITION. ANY ELEMENT OF THE LATERAL FORCE RESISTING
 SYSTEM SUBJECT TO AN INCREASE IN VERTICAL OR LATERAL
 LOADS FROM THE VERTICAL ADDITION SHALL COMPLY WITH THE
 FLORIDA BUILDING CODE, BUILDING WIND PROVISIONS AND THE
 FBC-LEVEL SEISMIC FORCES SPECIFIED IN 301.4.1 OF THIS
 CODE.
  
 17) PLEASE PROVIDE THE MINIMUM BEARING VALUE OF THE
 SOILS AND HOW THE EXISITNG FOUNDATIONS WERE BUILT FOR
 THE ADDITIONA LOADING OF THE 3RD FLOOR. 2014 FBC-B
 1803.5.2. QUSTIONABLE SOILS.
  
 18) 2010 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) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL. DOCUMENTS FOR
 DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING
 OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE
 IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING.
 THE
 DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL
 THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY
 THE BUILDING OFFICIAL.
  
 19) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 20) 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]
  
 21) 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
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2015-09-02 Cont ID  
Sent By ppetty Date 2015-09-02 Time 09:23 Rev Time 0.00
Received By ppetty Date 2015-09-02 Time 08:46 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2015-07-08 Cont ID  
Sent By pleduc Date 2015-07-08 Time   Rev Time 0.00
Received By pleduc Date 2015-07-08 Time 08:26 Sent To  
Notes
2015-07-08 08:46:12THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) SHEET A-4 IS MISSED LABELED AS SECOND FLOOR.
  
 2) SHEET A-8 INDICATES INCORRECT CODE REFERENCES. THE
 PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF THE 5TH
 EDITION OF FLORIDA FIRE PREVENTION CODE INCLUDING THE
 2012 EDITION OF NFPA 1 AND NFPA 101 AND ALL OTHER
 APPLICABLE CODES OR STANDARDS.
 FIRE SPRINKLER WORK SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 13, 2010 EDITION.
 FIRE ALARM WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 72, 2010 EDITION.
 CONSTRUCTION WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 241, 2009 EDITION.
 FIRE EXTINGUISHERS SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 10, 2010 EDITION.
 ELECTRIC WORK SHALL COMPLY WITH NFPA 70, 2011 EDITION.
  
 3) THE BUILDING IS REQUIRED TO HAVE A MONOTORED FIRE
 SPRINKLER SYSTEM PER NFPA 101, CHAPTER 12, NEW ASSEMBLY
 OCCUPANCIES, 12.3.5. CONCEPTUAL DRAWING SHALL BE
 SUBMIITED WITH THIS PERMIT AND SHOP DRAWINGS SHALL
 FOLLOW.
  
 4) THE BUILDING IS REQUIRED TO HAVE A COMPLETE FIRE
 ALARM SYSTEM PER NFPA 101, CHAPTER 12, NEW ASSEMBLY
 OCCUPANCIES, 12.3.4. CONCEPTUAL DRAWING SHALL BE
 SUBMIITED WITH THIS PERMIT AND SHOP DRAWINGS SHALL
 FOLLOW.
  
 5) SHEET A-3 & A-9 SHOW 2 EXIT ACCESS DOORS THAT ARE
 TOO CLOSE TO EACH OTHER. EXITS SHALL BE REMOTELY
 LOCATED FROM EACH OTHER PER NFPA 101, CHAPTER 7 MEANS
 OF EGRESS, 7.4.
  
 6) IS THE STAIR NEW OF EXISTING? THERE IS NO STAIR
 DETAIL. PROVIDE ALL DETAIL PER CHAPTER 7 , 7.2.2..
 INCLUDING ACCESSIBILITY AND AREA OF REFUGE. THE STAIR
 SHALL LEAD TO A PUBLIC WAY; UNABLE TO DETERMINE THE
 PUBLIC WAY. UNABLE TO DETERMINE STAIRS DIMENSIONS,
 CONSTRUCTION MATERIAL.
  
 7) PROVIDE THE TOTAL EXIT TRAVEL DISTANCE FROM THE 3RD
 FLOOR ALONG THE UNPROTECTED OUTSIDE STAIR TO THE BOTTOM
 TREAD, MEETING THE REQUIREMENTS PER CHAPTER 12, 12.2.6
  
 8) THERE IS NO LIGHTING ON THE EXIT STAIR.
  
 9) IS THE STAIR APPROVED TO BE IN THE ALLEY?
  
 10) PROVIDE EXIT STAIR SEPARATION PER CHAPTER 7,
 7.2.2.6.3
  
 11) PROTECTION OF OPENINGS UNDER THE STAIR SHALL MEET
 CHAPTER 7, 7.2.2.6.4
  
 12) THE ELEVATOR SHALL COMPLY WITH NFPA 1, CHAPTER 11,
 BUILDING SERVICES,11.3
  
 13) SHEET A-8 SHOWS TWO EXIT ACCESSES PASSING THROUGH A
 "PREP/KITCHEN". PER CHAPTER 7, 7.5.2 EXITS SHALL NOT
 PASS THROUGH KITCHENS.
  
 14) SHEET A-10 SHOWS THE WORDS "FIRE SHUTTER" OVER A
 WINDOW OPENINGS. PLEASE EXPLAIN THE FUNCTION AND
 PURPOSE OF THESE.
  
 15) FURTHER COMMENT MAY BE PROVIDED ON THE SUBMIITAL
 AND REVIEW OF THE ABOVE.
  
  
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2015-07-28 Cont ID  
Sent By tklarge Date 2015-07-28 Time 11:06 Rev Time 0.00
Received By tklarge Date 2015-07-28 Time 10:59 Sent To  
Notes
2015-07-28 11:06:35GAS
 1) SUBMIT A GAS RISER FOR REVIEW.SHOW THE LENGTH OF ALL
 CUT SECTIONS OF PIPE, WPB AMEND. TO FBC
 SEC.107.3.5.1.5.
 2) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR THE GAS
 APPLIANCES. CALCULATIONS SHALL COMPLY WITH THE 5TH
 RDITION OF FBC-FUEL GAS, SECTIONS 304.1, & 304.5
 THROUGH 304.11.
 3) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR ALL GAS
 APPLIANCES / EQUIPMENT.APPLIANCES/EQUIPMENT SHALL BE
 LISTED AND LABELED. FGC SEC.301.3.
 4) SHT. P-4 - REMOVE REFERENCE TO 2010 FUEL GAS CODE
 AND INSERT FUEL GAS CODE 5TH EDITION.
 5) SHT.P-4 - SIZING SUMMARY BOX - REMOVE THE REFERENCE
 TO THE 2010 FUEL GAS CODE AND INSERT FGC 5TH EDITION.
 6) SUBMIT DETAILS SHOWING THE TYPE, LOCATION,SIZE AND
 TERMINATION OF THE GAS VENTS PER 2014 FBC-FUEL GAS CODE
 SECS. 502 THROUGH 505.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-09-03 Cont ID  
Sent By skennedy Date 2015-09-03 Time 08:11 Rev Time 0.00
Received By skennedy Date 2015-06-30 Time 15:16 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2015-07-30 Cont ID  
Sent By jwitmer Date 2015-07-30 Time 13:18 Rev Time 0.00
Received By jwitmer Date 2015-07-30 Time   Sent To  
Notes
2015-08-31 14:52:12PPETTY'S DESK
2015-07-30 13:18:20BEFORE 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 1 Status F Date 2015-07-16 Cont ID  
Sent By ccole Date 2015-07-16 Time 15:59 Rev Time 0.00
Received By ccole Date 2015-07-16 Time 15:59 Sent To  
Notes
2015-07-16 17:49:401ST REVIEW MECHANICAL: FBC-14 MECHANICAL
 PERMIT #15061478
 7/16/15
  
 1) THE OUTDOOR AIR CFM'S LISTED ON SHEET M-2 WERE NOT
 CALCULATED IN COMPLIANCE WITH TABLE 403.3 MECHANICAL AS
 INDICATED ON THE PLAN. THE OCCUPANT DENSITIES PER THE
 TABLE SHALL BE 70 PERSONS PER 1000 SF, OR THE ACTUAL
 OCCUPANT LOAD AS INDICATED ON SHEET A-8 CAN BE USED.
 PLEASE REVISE THE CALCULATIONS ACCORDINGLY.
 2) SHEET A-8: PLEASE REVIEW AND UPDATE THE APPLICABLE
 CODES TO THE FLORIDA BUILDING CODES FIFTH EDITION 2014.
 3) M-2: THE O/A BALANCE CALCULATION IS INCOMPLETE:
 PROVIDE THE TOTAL CFM'S AND INDICATE EITHER A POSITIVE
 OR NEGATIVE RESULT. PLEASE NOTE THAT THE CALCULATION
 WILL CHANGE DUE TO ADDITIONAL REQUIRED TOILET ROOM
 EXHAUST ADDED AT 50 CFM PER TOILET OR URINAL- TABLE
 403.3.
 4) ENERGY CALCULATIONS ARE REQUIRED PER SECTION 811.1
 FBC-14 EXISTING BUILDING, AND SECTION C101.4.3 FBC-10
 ENERGY CONSERVATION. REFERENCE SECTION C101.5.1 AND
 SUBMIT THE REQUIRED COMPLIANCE FORMS.
 5) PROVIDE COOLING AND HEATING LOAD CALCULATIONS FOR
 THE NEW AC SYSTEMS IN ACCORDANCE WITH ACCA MANUAL N OR
 THE ACCA/ASHRAE STANDARD 183- REFER TO SECTION C403.2.1
 FBC-14 ENERGY CONSERVATION.
 6) M-2 : PROVIDE COMPLETE EQUIPMENT SCHEDULES ON THE
 PLANS FOR THE TRANE AC SYSTEMS 1 & 2 THAT LIST COOLING
 AND HEATING CAPACITIES BOTH SENSIBLE AND LATENT,
 REFRIGERANT TYPE, ELECTRICAL DATA, EFFICIENCY RATINGS,
 EXTERNAL STATIC PRESSURE, FAN AND COMPRESSOR DATA ETC.
 PROVIDE THE SAME FOR THE MINI-SPLITS SYSTEMS
 CONDITIONING THE THIRD FLOOR TOILET ROOMS AND ALSO
 INCLUDE THE MAKES AND MODELS OF THE EQUIPMENT.
 7) REVISE THE HVAC DESIGN REQUIREMENTS TO INDICATE DUCT
 SMOKE DETECTORS ARE REQUIRED FOR BOTH AC SYSTEMS. A)
 PROVIDE A SYMBOL TO SHOW THE LOCATIONS OF THE DEVICES
 ON SHEET M-1- SEE SECTION 606.2.1 FBC-10 MECHANICAL. B)
 PROVIDE AN INSTALLATION DETAIL FOR THE DEVICES ON THE
 PLAN, AND SUBMIT MANUFACTURER'S SPECIFICATIONS REVIEWED
 AND APPROVED BY THE DESIGN PROFESSIONAL OF RECORD. C)
 INDICATE HOW THE DETECTORS WILL BE SUPERVISED IN
 ACCORDANCE WITH SECTION 606.4.1. PLEASE NOTE THAT THE
 FIRE DEPARTMENT REVIEW IS INDICATING A FIRE ALARM
 SYSTEM IS REQUIRED'
 8) M-1: GROUND FLOOR PLAN: THE 36X18 INCH MAIN RETURN
 GRILL IS UNDERSIZED FOR A 4000 CFM AIR FLOW- REFER TO
 SECTION 601.5. TYPICALLY, THE GRILL WOULD BE SIZED AT
 50 SQ. INCHES PER 100 CFM WHICH WOULD REQUIRES A GRILL
 WITH AN AIRFLOW AREA OF 2000 SQ. INCHES. ENLARGE THE
 GRILL SIZE ACCODINGLY.
 9) M-1: SECOND FLOOR: THE 22X16 INCH. MAIN RETURN GRILL
 IS UNDERSIZED FOR 2500 CFM. FOR 2500 CFM'S A 1250 SQ.
 IN. OF AIR FLOW AREA IS REQUIRED. ENLARGE THE GRILL
 ACCORDINGLY.
 10) M-1: GROUND FLOOR: RETURN DUCT CONNECTIONS ARE NOT
 SHOWN FOR THE TWO RETURN GRILLS IN THE TOILET ROOMS,
 AND THE R/A GRILL IN THE PRE-WASH AREA.
 11) M-1: GROUND AND SECOND FLOOR: SHOW THE TOILET ROOM
 EXHAUST DUCT RUNS, DUCT SIZES, AND TERMINATION
 LOCATIONS.
 12) M-1 AND M-3: THE 50 CFM EXHAUST FANS ARE UNDERSIZED
 FOR THE TOILET ROOMS- REFER TO TABLE 403.3: 50 CFM PER
 TOILET OR URINAL REQUIRED: PLEASE CORRECT.
 13) M-1: PROVIDE A CALCULATION TO VERIFY THE RETURN AIR
 FROM THE TOILET ROOMS CAN BE RECIRCULATED- REFER TO
 TABLE 403.3 FOOTNOTE G.
 14) SHOW THE LOCATIONS OF THE AC CONDENSERS, AND
 PROVIDE WIND LOAD TIE DOWN ENGINEERING FOR INSTALLATION
 OF THE EQUIPMENT- SECTION 301.12.
 15) PROVIDE A ROOF PLAN SHOWING THE LOCATIONS OF ALL
 EXHAUST OUTLETS AND AIR INTAKES WITH CLEARANCE DISTANCE
 MEASUREMENTS INDICATING COMPLIANCE WITH SECTIONS 401.4
 & 501.3.1
 16) PLACE A NOTE ON THE PLANS INDICATING SEPARATE
 PERMITS WILL BE PROVIDED FOR THE KITCHEN EXHAUST HOODS
 AND FIRE SUPPRESSION, AND FOR THE WALK IN COOLER.
  
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-07-27 Cont ID  
Sent By tklarge Date 2015-07-27 Time 13:58 Rev Time 0.00
Received By tklarge Date 2015-07-27 Time 09:07 Sent To  
Notes
2015-07-27 10:45:451) SHT. CVR - GENERAL NOTE #1 - REFERS TO 2010 FBC.
 THIS PROJECT WAS SUBMITTED AFTER THE 5TH EDITION OF THE
 FBC WENT INTO EFFECT.REVISE THE NOTE TO FBC 5TH EDITION
 (2014).
 2) SHTS. A-2, A-3 & A-4 - PLUMBING FIXTURE REQUIREMENT
 TABLE - THE NUMBER OF "REQUIRED" WATER CLOSETS IS
 INCORRECT. TABLE 403.1 OF THE PLUMBING CODE REQUIRES
 ONE WATER CLOSET FOR EVERY 75 MALES AND EVERY 75
 FEMALES IN AN A-2 OCCUPANCY. THE OCCUPANT LOAD FOR EACH
 SEX EXCEEDS THIS AMOUNT. REVISE ALL THREE SHEETS TO
 SHOW THAT 2 WATER CLOSETS ARE REQUIRED FOR EACH SEX.
 3) SHTS. A-2, A-3 & A-3 - THE PLUMBING FIXTURE TABLE
 REFERS TO THE2004 CODE. REVISE THE NOTE TO READ FBC 5TH
 EDITION.
 4) A SERVICE SINK IS REQUIRED PER 5TH EDITION FBC-
 PLUMBING TABLE 403.1.
 5) WALLS IN THE TOILET ROOMS SHALL COMPLY WITH FBC
 1210.2.2 AND THE URINAL PARTITIONS SHALL COMPLY W/FBC
 1210.3.2. THE FINISH SCHEDULE ON THE PLANS SHOWS THE
 WALLS AS BEING PAINTED.
 6) SHTS. A-2, A-3, A-4 - INDICATE THE REQUIRED HANDICAP
 ACCESSIBLE URINAL ON THE PLANS AND SHOW THE REQUIRED 30
 INCH BY 48 INCH CCLEAR FLOOR SPACE REQUIRED FOR THE
 URINAL. 2014 FAC SECS. 213.3.3, 305.
 7) SHT. A-7 REFERS TO THE 2007 FLORIDA BUILDING CODE
 FOR ACCESSIBILITY MOUNTING REQUIREMENTS. THE HANDICAP
 CODE IN EFFECT IS THE 5TH EDITION (2014) OF THE FBC.
 REVISE NOTES AND REMOVE REFERENCE TO CHAPTER 11 AND
 2007 FBC.
 8) SHT. A-7 - THE GRAB BARS SHALL BE MEASURED TO THE
 TOP OF THE GRIPPING SURFACE, NOT TO CENTER AS SHOWN.
 FBC-ACCESSIBILITY SEC. 609.4.
 9) SHT. A-7 - ACCESSIBLE BATHROOM STALL - SEVERAL OF
 THE ITEM IDENTIFICATION TAGS DO NOT CORRELATE WITH THE
 LIST OF ITEMS. CLARIFY. (SEE ITEMS T2,T3,T4, & T7 (NOT
 EVEN SHOWN) AND CIRCLED NUMBERS 2 & 3). CLARIFY.
 10) SHT. A-8 - APPLICABLE CODES TABLE - REVISE THE
 TABLE TO READ THE FLORIDA BUILDING CODE 5TH EDITION.
 11) SHTS. A-3 & A-4 ARE BOTH LABELED AS SECOND FLOOR
 PLANS. REVISE.
 12) SHT. A-4 - ROOM #304 (BEER COOLER) IS LABELED AS
 THE MEN'S RESTROOM. CORRECT THE PLANS.
 13) SHOW THE LENGTH & WIDTH OF THE STANDARD TOILET
 STALLS. COMPLY WITH FPC SEC.405.3.1.
 14) SUBMIT SIZING CALCULATIONS FOR THE GREASE
 INTERCEPTOR. COMPLY WITH FPC SEC.1003.2, 1003.3.4,
 1003.3.4.1, 1003.3.4.2.
 15) SUBMIT A SITE PLAN OR SURVEY SHOWING WHERE THE NEW
 GREASE INTERCEPTORS WILL BE LOCATED. WPB AMEND. TO FBC
 SEC. 107.2.1.
 16) SUBMIT A WATER RISER FOR ALL LEVELS FOR REVIEW. WPB
 AMENDMENTS TO FBC SEC. 107.3.5.1.3.
 17) SHT.P-1 - IDENTIFY THE AREA WHERE THE 2 " WATER
 LINE TO THE UPPER FLOORS IS LOCATED. IT APPEARS TO BE A
 SHAFT. INDICATE THE USE OF THE SHAFT ON THE PLANS. WPB
 AMEND. TO FBC SEC. 107.2.1.
 18) SHTS. P-1, P-2, P-3 - CLEARLY IDENTIFY THE COLD
 WATER LINES ON THE FLOOR PLANS. WPB AMEND. TO FBC SEC.
 107.2.1.
 19) THE HOT WATER SYSTEM SHALL COMPLY WITH FPC
 SEC.607.2 FOR THE REQUIRED HOT OR TEMPERED WATER TO THE
 FIXTURES.
 20) SUBMIT DETAILS FOR MEANS OF CONTROLLING THERMAL
 EXPANSION IN THE HOT WATER SYSTEM PER FPC SEC.607.3.
 21) SHT. P-3 - THE 1 1/2" WATER LINE FROM THE SECOND
 FLOOR APPEARS TO LOCATED IN THE MIDDLE OF THE FLOOR. -
 CLARIFY.
 22) SUBMIT A GAS RISER FOR REVIEW.SHOW THE LENGTH OF
 ALL CUT SECTIONS OF PIPE, WPB AMEND. TO FBC
 SEC.107.3.5.1.5.
 23) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR THE GAS
 APPLIANCES. CALCULATIONS SHALL COMPLY WITH THE 5TH
 RDITION OF FBC-FUEL GAS, SECTIONS 304.1, & 304.5
 THROUGH 304.11.
 24) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR ALL GAS
 APPLIANCES / EQUIPMENT.APPLIANCES/EQUIPMENT SHALL BE
 LISTED AND LABELED. FGC SEC.301.3.
 25) SHT. P-4 - REMOVE REFERENCE TO 2010 FUEL GAS CODE
 AND INSERT FUEL GAS CODE 5TH EDITION.
 26) SHT.P-4 - SIZING SUMMARY BOX - REMOVE THE REFERENCE
 TO THE 2010 FUEL GAS CODE AND INSERT FGC 5TH EDITION.
 27) SHT. P-4 - SIZE ALL SECTIONS OF THE SANITARY
 RISER.THERE ARE QUITE A FEW AREAS WHERE THERE IS NO
 PIPE SIZING. WPB AMEND. TO FBC SEC. 107.2.1.
 28) SHT.P-4 - THE URINALS REQUIRE VENTS. FPC SEC.901.2
 & 901.2.1.
 29) SHT. P-4 - IDENTIFY THE GREASY WASTE RISER FROM THE
 FIRST LEVEL TO THE THIRD LEVEL ON THE RISER DIAGRAM.
 WPB AMEND. TO FBC SEC. 107.2.1.
 30) SUBMIT A KITCHEN EQUIPMENT SCHEDULE.WPB AMEND. TO
 FBC SEC.107.3.5.1.3, 107.3.5.1.5.
 31) THE FLOOR DRAINS AND FLOOR SINKS ON ALL THREE
 LEVELS ARE NOT VENTED. COMPLY WITH 2014 FPC SEC.901.2 &
 901.2.1.
 32) SUBMIT DETAILS SHOWING THE TYPE, LOCATION,SIZE AND
 TERMINATION OF THE GAS VENTS PER 2014 FBC-FUEL GAS CODE
 SECS. 502 THROUGH 505.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
  


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