Plan Review Details - Permit 13080851
Plan Review Stops For Permit 13080851
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2013-12-18 Cont ID  
Sent By jwitmer Date 2013-12-03 Time 13:27 Rev Time 0.00
Received By jwitmer Date 2013-12-03 Time 13:26 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2013-09-17 Cont ID  
Sent By jwitmer Date 2013-09-17 Time 12:09 Rev Time 0.00
Received By jwitmer Date 2013-09-17 Time 08:49 Sent To  
Notes
2013-09-17 11:24:10BUILDING PLAN REVIEW
 PERMIT: 13080851
 ADD: 2815 N FLAGLER DR
 CONT: TYDAN CONSTRUCTION
 TEL: (561)339-5564
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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 SEPT 17/ 2013
 ACTION: DENIED
  
 NOTE: PLACES OF WORSHIP ARE EXEMPT FROM THE
 ACCESSIBILITY CODE AND ARE NOT PART OF THIS REVIEW.
  
 1) SHEET S-3:
 1A) SOILS REPORT VERSES THE SECTION B, THE SOILS REPORT
 INDICATES BECAUSE OF THE EXISTING FOOTING DEPTH A
 RETAINING WALL TO BE CONSTRCTED ALONG WITH A INTERFACE
 BETWEEN THE EXISTING BUILDING AND NEW ADDITION. I SPOKE
 WITH THE DESIGNER OF RECORD STEPHAN YECKES ABOUT THIS
 DESCREPANCY IN THE PLANS AAND HE DID INDICATE THE SOILS
 REPORT CAME IN AFTER THE INITIAL DESIGN AND A REVISION
 WILL BE FORTH COMING ON THE NEXT SUBMITION.
  
 1B) THE SECOND QUESTION IS ABOUT WHAT APPEARS TO BE A
 WOODEN RAMP BETWEEN THE EXISTING STRUCTURE AND THE NEW
 ADDITION, ADDITIONAL INFORMATION REQUIRED, IS THERE A
 CONCRETE SLAB BENEATH THIS AREA, OR IS IT GRADE, PLEASE
 ALSO PROVIDE THE LIVE LOADS FOR THIS DESIGN PER 2010
 FBC-B TABLE 1607.1. THE DETAILS OF THE FOUNDATION
 PERMIT 12020320 FOR THIS AREA DO NOT MATCH UP. NEW
 DESIGN?
  
 2) SHEET A1 VS LS1, THE LIFE SAFETY SHEET INDICATES A
 OCCUPANT LOAD OF 297, IN TWO OF THE HEADINGS THE
 ASSEMBLY AND MEZZANINE LEVEL THE PARTIAL OCCUPANT WAS
 ROLLED DOWN, WHEN FIGURING OCCUPANT LOADS WITH A
 PARTIAL OCCUPANT YOU ALWAYS ROUND UP TO THE NEXT WHOLE
 OCCUPANT, BOAF INFORMAL INTERPRETATION # 5479. THIS
 BUMPS THE OCCUPANT LOAD TO 299 OCCUPANTS.
  
 THE OTHER ISSUE WITH THE OCCUPANT LOAD IS THERE IS NO
 OCCUPANT LOAD GIVEN TO THE LOBBY AREA, I HAVE SPOKE
 WITH THE CITY OF WPB B O ROBEERT BROWN ON THIS
 PARTICULAR PLAN. THERE IS A BOAF
 INTERPRETATION 2657 THAT STATES YES AN OCCUPANT LOAD
 MUST BE ASSIGNED TO LOBBY OR ATRIUM AREAS AND AS
 ASSEMBLY WITHOUT FIXED SEATING- CONCENTRATED, BUT IT
 ALSO GOES ON TO SAY THAT THEY SHOULD BE EVALUATED ON A
 CASE- BY CASE BASIS.
  
 MR BROWN HAS REVIEWED THIS PLAN AND BELIEVES THE INTENT
 OR USE OF THIS AREA IS MORE LIKE A CORRIDOR THAN LOBBY,
 IT EXIST BECAUSE OF THE REQUIREMENT OF TWO EXITS
 REQUIRED FROM THE ASSEMBLY OCCUPANCIES LOCATED ON BOTH
 SIDES OF THE CORRIDOR SATISFYING THE 2010 FBC-B
 REQUIREMENT 1015.2.1 WHERE TWO EXIT DOORS ARE REQUIRED
 . WHAT THIS DOES REQUIRE BEING USED AS A CORRIDOR
 COMPLIANCE WITH 2010 FBC-B TABLE 1018.1 ASSEMBLY
 OCCUPANCY WITH AN OCCUPANT LOAD GREATER THAN 30
 REQUIRING THE CORRIDOR TO BE A 1 HOUR FIRE RATED
 CORRIDOR, AND 3/4 HOUR FIRE RATED DOORS IN COMPLIANCE
 WITH TABLE 715.5. NOTE SHEET M-1 WOULD ALSO BE EFFECTED
 SINCE THE A/C DUCT WORK WILL BE PENETRATING FIRE RATED
 WALLS REQUIRING FIRE DAMPERS 716.3.2.1 & TABLE
 716.3.2.1.
  
 3) SHEET LS1 DOES NOT SHOW THE MEZZANINE LEVEL AND OR
 STAIRS, EMERGENCY LGHTING W/ BATTERY BACK UP, 2010
 FBC-B 1006.2.3.4.
  
 4) SHEET LS1 DOOR HARDWARE NOTE ALL DOOR HARDWARE TO BE
 LEVER TYPE. PLEASE REVIEW 2010 FBC-B 1008.1.10 PANIC
 HARDWARE REQUIRED IN ASSEMBLY OCCUPANCIES OVER 50
 OCCUPANTS.
  
 5) SHEET S-2 LIST THE PRESSURES FOR WINDOWS AND DOORS
 BUT NOT FOR THE ROOF ZONES 1, 2 & 3. 2010 FBC 1609.
 6.4.1.1. COMPONENTS & CLADDING.
  
 6) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.41 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 BILCO HATCH.
 (B) ROOFING PRODUCTS AND ASSEMBLIES/ A/C CURBS
 (C) PRE-ENGINEERED A/C STANDS
  
 7) 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..
  
 8) ROOFING APPROVAL FL 1046-R4 PLEASE CIRCLE WHICH
 SUB-SYSTEM TO BE INSTALLED, METHOD OF ATTACHMENT FOR
 INSULATION AS WELL AS BASE SHEET, SEE LIMITATION 5.6
 FOR ENHANCED FASTENING REQUIREMENTS.
  
 9) 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 E ELECTRICAL
Rev No 2 Status P Date 2014-01-09 Cont ID  
Sent By albarran Date 2014-01-09 Time 19:23 Rev Time 0.00
Received By albarran Date 2014-01-09 Time 18:45 Sent To I
Notes
2014-01-09 19:24:00SH DESK
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2013-10-11 Cont ID  
Sent By dharvey Date 2013-10-11 Time 16:22 Rev Time 0.00
Received By dharvey Date 2013-10-11 Time 13:39 Sent To  
Notes
2013-10-11 16:16:08REVIEWED BY WDS.
  
 1) SHEET E-0 AND E-1 STATES THE PROJECT WAS DESIGNED TO
 THE NEC 2011. REVISE TO COMPLY WITH THE CORRECT EDITION
 OF THE CODE.
 2) SHEET E-1, PANELBOARD "P" SHOWS CIRCUIT P-23 BEING
 USED ON ELECTRICAL FLOOR PLANS. HOWEVER, ON SHEET E-2
 PANELBOARD SCHEDULE CIRCUIT P-23 STATES IT IS A
 "SPARE".
 3) ON PANELBOARD "P" SCHEDULE SHOW CIRCUITS P-28,30,32
 AND P-27,29,31 HAS WATER HEATERS THAT ARE NOT SHOWN ON
 SHEET E-1. HOWEVER, ON SHEET P-1 THE TWO WATER HEATERS
 "A" ARE LOCATED IN THE ELECTORAL ROOM AND THE JANITOR
 CLOSET, PROVIDE THE PROPER CLEARANCE IN FRONT OF THE
 WATER HEATERS. NEC 110.26(A)(1).
 4) PROVIDE DESIGNATION OF ALL RECEPTACLE AND LIGHTING
 CIRCUITS.
 5) DESIGNATE ALL FIXTURES THAT WILL BE ON THE LIGHTING
 CONTROL PANEL AND CIRCUITS.
 6) PROVIDE LISTING APPROVAL FOR LIGHTING CONTROL PANEL
 AND ASSOCIATED DEVISES CONNECT FOR THE SYSTEM.
 7) REVIEW ELECTRICAL CIRCUITS AND FEEDERS TO COMPLY
 WITH FBC ENERGY CONSERVATION CODE SECTION 505.7.3.
 8) PROVIDE LIGHTING STUDY THAT SHOWS THE INTERIOR AND
 EXTERIOR LIGHTING POWER DENSITIES IS IN COMPLIANCE WITH
 FBC ENERGY CONSERVATION CODE SECTION 505.5.3 AND 505.6.
 9) PROVIDE COMPLIANCE WITH FLASH PROTECTION IN
 COMPLIANCE WITH NEC 110.16.
 10) PROVIDE THE AVAILABLE FAULT CURRENT LEVEL AT THE
 LINE TERMINALS OF THE EQUIPMENT. NEC 110.9.
 11) PROVIDE THAT ALL LIGHTING IS LISTED.
 12 PROVIDE PHOTOMETRICS FOR THE INTERIOR AND EXTERIOR
 LIGHTING. FBC 1006.1.
  
 SENT TO C-23.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2013-12-20 Cont ID  
Sent By Mgonzale Date 2013-12-20 Time   Rev Time 1.00
Received By mgonzale Date 2013-12-20 Time   Sent To FIRE
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2013-10-22 Cont ID  
Sent By Mgonzale Date 2013-10-22 Time   Rev Time 1.00
Received By mgonzale Date 2013-10-22 Time   Sent To Z
Notes
2013-10-22 09:50:00 
 #1 SHOW ACCESSIBLE ADA ROUTE.
 #2 PROVIDE SITE DATA FOR PERVIOUS AND IMPERVIOUS TO
 UPDATE STORM WATER ACCOUNT
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES AND 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) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2013-12-21 Cont ID  
Sent By wjolin Date 2013-12-21 Time 08:40 Rev Time 0.00
Received By wjolin Date 2013-12-21 Time 08:15 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2013-09-04 Cont ID  
Sent By wjolin Date 2013-09-04 Time 16:30 Rev Time 0.00
Received By wjolin Date 2013-09-04 Time 12:31 Sent To  
Notes
2013-09-04 13:10:582815 NORTH FLAGLER DRIVE
 PERMIT #13080851
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 GENERAL: THE PLAN ADDRESS IS INDICATED AS NORTH FLAGLER
 DRIVE; HOWEVER, THE RELOCATED BUILDING W/ ADDITION
 FRONTS POINSETTIA AVENUE. IN ORDER TO AVOID DELAYED
 RESPONSE BY EMERGENCY RESPONDERS, A POINSETTIA AVENUE
 ADDRESS WILL BE MORE APPROPRIATE. PER NFPA 1 SECTION
 10.12.1.2 (NFPA 1), PROVIDE BUILDING ADDRESS VISIBLE
 FROM THE STREET. NUMBERS SHALL BE ATTACHED TO THE
 BUILDING AND BE AT LEAST SIX-INCHES IN HEIGHT WITH
 1-INCH STROKE AND SHALL CONTRAST THE BACKGROUND.
  
 GENERAL: STRUCTURES WITH LIGHT FRAME FLOOR/ROOF TRUSS
 CONSTRUCTION SHALL BE IDENTIFIED WITH A SIGN AFFIXED TO
 THE BUILDING. THE SIGN SHALL FEATURE A MALTESE CROSS
 8-INCHES WIDE AND 8-INCHES TALL AND BE OF A BRIGHT RED
 REFLECTIVE COLOR AND BEAR THE LETTER R DESIGNATION PER
 FLORIDA STATUTE 633.027 AND FLORIDA ADMINISTRATIVE CODE
 69A-60.0081.
  
 GENERAL: FOR ASSEMBLY AND EDUCATIONAL OCCUPANCIES WITH
 AN OCCUPANT LOAD OF 100 OR MORE PERSONS (50 PERSONS PER
 THE FLORIDA BUILDING CODE), PANIC HARDWARE SHALL BE
 PROVIDED ON DOORS TO RELEASE THE LOCK/LATCH. NO OTHER
 LOCKS OR LATCHES ARE PERMITTED THAT WOULD NOT BE
 RELEASED BY THE PANIC HARDWARE. AS A SUBSTITUTE FOR
 PANIC HARDWARE, THE MAIN ENTRANCE IS PERMITTED TO HAVE
 AN INTERIOR KEYED DOOR LOCK (AND NO LATCH) WITH A
 READILY VISIBLE SIGN STATING THIS DOOR TO REMAIN
 UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN LETTERS
 SHALL BE AT LEAST 1-INCH IN HEIGHT. KEYED LOCK TO BE
 EQUIPPED WITH AN "OPEN/LOCKED" INDICATOR WINDOW (SUCH
 AS ADAMS RITE 4089 OR SIMILAR). A THUMB TURN STYLE LOCK
 IS NOT PERMITTED TO BE SUBSTITUTED FOR A KEYED LOCK.
  
 GENERAL: PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT
 DOORS WITH EXIT SIGNS.
  
 GENERAL: THE PLANS INDICATE AN OCCUPANT LOAD OF 297
 PERSONS USING AN OCCUPANT LOAD FACTOR OF 7 SQ.FT. PER
 PERSON; HOWEVER, THE NEW LOBBY SQUARE FOOTAGE IS NOT
 INCLUDED OR PROVIDED WITH AN OCCUPANT LOAD AND THE
 MEZZANINE IS CALCULATED WITH AN OCCUPANT LOAD FACTOR OF
 15 SQ.FT. PER PERSON. ASSEMBLY OCCUPANCIES WITH AN
 OCCUPANT LOAD EXCEEDING 300 PERSONS SHALL BE PROTECTED
 BY AN AUTOMATIC SPRINKLER SYSTEM.
  
 ELECTRICAL: COULD NOT LOCATE THE FIRE ALARM CONTROL
 PANEL.
  
 ELECTRICAL: COULD NOT LOCATE EXIT SIGN ABOVE SOUTH DOOR
 IN SOUTH MEETING ROOM.
  
 ELECTRICAL: COULD NOT LOCATE EMERGENCY LIGHTING EXCEPT
 IN NEW MAIN LOBBY AND NEW RESTROOMS.
  
 GENERAL: EVERY ASSEMBLY OCCUPANCY ROOM NOT HAVING FIXED
 SEATS SHALL HAVE THE OCCUPANT LOAD OF THE ROOM POSTED
 IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT FROM THE
 ROOM. SIGNS SHALL BE DURABLE AND INDICATE THE NUMBER OF
 OCCUPANTS PERMITTED FOR EACH ROOM.
  
 GENERAL: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW
 EMERGENCY RESPONDERS NON-FORCIBLE ENTRY INTO THE
 BUILDING DURING NON-BUSINESS HOURS. A KEY SAFE CAN BE
 ORDERED FROM WWW.KNOXBOX.COM.
  
 WESLEY JOLIN
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop HIST HISTORICAL
Rev No 3 Status P Date 2013-12-17 Cont ID  
Sent By fmittner Date 2013-12-17 Time 14:46 Rev Time 0.00
Received By fmittner Date 2013-12-17 Time 14:46 Sent To  
Notes
2013-11-21 10:51:41NEW SHEETS SUBMITTED. JG.
Review Stop HIST HISTORICAL
Rev No 2 Status P Date 2013-09-18 Cont ID  
Sent By fmittner Date 2013-09-18 Time 14:43 Rev Time 0.00
Received By fmittner Date 2013-09-18 Time 14:43 Sent To  
Notes
2013-09-18 14:43:51WINDOWS REVISED TO REFLECT ORIGINAL
Review Stop HIST HISTORICAL
Rev No 1 Status F Date 2013-09-11 Cont ID  
Sent By fmittner Date 2013-09-11 Time 10:54 Rev Time 0.00
Received By fmittner Date 2013-09-11 Time 10:54 Sent To Z
Notes
2013-09-11 10:55:37WINDOWS ON HISTORIC PORTION MUST MATCH ORIGINAL IN
 DESIGN. FRIEDERIKE MITTNER SPOKE TO ARCHITECT STEPHAN
 YECKES 9/11/13 TO REVISE.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-01-10 Cont ID  
Sent By shill Date 2014-01-10 Time 14:20 Rev Time 0.00
Received By shill Date 2013-11-20 Time 10:48 Sent To  
Notes
2014-01-09 19:24:31SENT TO SH DESK
2013-11-21 10:48:44SENT TO C3 SHELF FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2013-10-25 Cont ID  
Sent By shill Date 2013-10-22 Time 10:58 Rev Time 0.00
Received By shill Date 2013-08-22 Time 17:06 Sent To  
Notes
2013-08-22 17:07:01SENT TO BOX C-23. JW
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2013-12-03 Cont ID  
Sent By jwitmer Date 2013-12-03 Time 09:20 Rev Time 0.00
Received By jwitmer Date 2013-12-03 Time 09:20 Sent To  
Notes
2013-12-03 09:21:19PLANS STAMPED NO FEES DUE. JW
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2013-09-16 Cont ID  
Sent By jwitmer Date 2013-09-16 Time 16:38 Rev Time 0.00
Received By jwitmer Date 2013-09-16 Time 16:38 Sent To  
Notes
2013-09-16 16:39:01BEFORE 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 M MECHANICAL (A/C)
Rev No 2 Status P Date 2014-01-10 Cont ID  
Sent By skennedy Date 2013-12-18 Time 11:12 Rev Time 0.00
Received By hmoser Date 2013-12-18 Time 11:12 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2013-10-04 Cont ID  
Sent By hmoser Date 2013-10-04 Time 11:14 Rev Time 0.00
Received By hmoser Date 2013-10-04 Time 10:16 Sent To  
Notes
2013-10-04 11:14:17PLAN DENIED
 1) PROVIDE A DETAIL ON THE PLAN SHOWING CURB TO ROOF
 TIEDOWN AND RTU TO CURB TIEDOWN.
 PER SECTION 301.12 WIND RESISTANCE 2010 FBC (M)
 2) PROVIDE FRESH AIR CALCULATIONS ON THE PLAN .
 PER TABLE 403.3 FBC (M) 2010
 3) ENERGY CALCULATIONS AND PLANS DO NOT MATCH.
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop P PLUMBING
Rev No 2 Status P Date 2013-12-23 Cont ID  
Sent By lwagner Date 2013-12-23 Time 08:33 Rev Time 0.00
Received By lwagner Date 2013-12-23 Time 08:03 Sent To  
Notes
2013-12-23 08:35:47RELIGIOUS EXEMPT FOR ACCESSIBILITY 211.2 MINIMUM NUMBER
 (DRINKING FOUNTAINS).
Review Stop P PLUMBING
Rev No 1 Status F Date 2013-09-17 Cont ID  
Sent By lwagner Date 2013-09-17 Time 13:38 Rev Time 0.00
Received By lwagner Date 2013-09-17 Time 12:33 Sent To  
Notes
2013-09-17 13:36:03FBC 2010 PLUMBING REVIEW #1
 DENIED:
  
 1. SHEETS P-1 & P-2: THE WATER CLOSET IN THE MENS ROOM
 IS NOT VENTED BY ONE OF THE METHODS IN CHAPTER 9.
 CONNECTING THE LAVATORY STACK TO THE WATER CLOSET
 BRANCH WOULD BE OK AS A WET VENT OR IF THE SYSTEM IS A
 CURCUIT VENT, A VERTICAL DRY VENT WOULD BE REQUIRED
 BETWEEN THE LAST TWO MOST UPSTREAM FIXTURE BRANCHES.
 901.2.1 VENTING REQUIRED.
 EVERY TRAP AND TRAPPED FIXTURE SHALL BE VENTED IN
 ACCORDANCE WITH ONE OF THE VENTING METHODS SPECIFIED IN
 THIS CHAPTER.
 911.1 CIRCUIT VENT PERMITTED.
 911.2 VENT CONNECTION.
 THE CIRCUIT VENT CONNECTION SHALL BE LOCATED BETWEEN
 THE TWO MOST UPSTREAM FIXTURE DRAINS. THE VENT SHALL
 CONNECT TO THE HORIZONTAL BRANCH AND SHALL BE INSTALLED
 IN ACCORDANCE WITH SECTION 905. THE CIRCUIT VENT PIPE
 SHALL NOT RECEIVE THE DISCHARGE OF ANY SOIL OR WASTE.
  
 2. SHEETS P-1 & P-2: ALL HOSE BIBBS ARE REQUIRED TO
 HAVE SEPARATE SHUTOFF VALVES.
 606.2 LOCATION OF SHUTOFF VALVES.
 (2) ON THE WATER SUPPLY PIPE TO EACH SILLCOCK IN OTHER
 THAN ONE- AND TWO-FAMILY RESIDENTIAL OCCUPANCIES.
  
 3. FLOOR DRAINS WILL BE REQUIRED TO HAVE TRAP PRIMERS.
 1002.4 TRAP SEALS.
 EACH FIXTURE TRAP SHALL HAVE A LIQUID SEAL OF NOT LESS
 THAN 2 INCHES (51 MM) AND NOT MORE THAN 4 INCHES (102
 MM), OR DEEPER FOR SPECIAL DESIGNS RELATING TO
 ACCESSIBLE FIXTURES. WHERE A TRAP SEAL IS SUBJECT TO
 LOSS BY EVAPORATION, A TRAP SEAL PRIMER VALVE SHALL BE
 INSTALLED. TRAP SEAL PRIMER VALVES SHALL CONNECT TO THE
 TRAP AT A POINT ABOVE THE LEVEL OF THE TRAP SEAL. A
 TRAP SEAL PRIMER VALVE SHALL CONFORM TO ASSE 1018 OR
 ASSE 1044.
  
 REVIEW BY
 LARRY WAGNER
 CHIEF PLUMBING INSPECTOR
 PHONE # 805-6692
 EMAIL [email protected]
 FAX # 805-6676
  
Review Stop Z ZONING
Rev No 2 Status P Date 2013-12-17 Cont ID  
Sent By avann Date 2013-12-17 Time 18:57 Rev Time 0.00
Received By ajones Date 2013-12-11 Time 16:59 Sent To  
Notes
2013-12-17 18:58:5012/17/13- A LANDSCAPE PERMIT IS REQUIRED TO BE
 SUBMITTED, ISSUED AND INSTALLED PRIOR TO THE ISSUANCE
 OF A CO.
  
 ANGELLA VANN
 561-822-1441
 [email protected]
2013-12-02 11:33:4112/2/13
Review Stop Z ZONING
Rev No 1 Status F Date 2013-10-09 Cont ID  
Sent By avann Date 2013-10-09 Time 13:16 Rev Time 0.00
Received By ajones Date 2013-09-10 Time 09:54 Sent To  
Notes
2013-10-09 13:18:4310/9/13- WAITING ON ISPR APPROVAL THROUGH THE PLANNING
 PROCESS.
  
 ANGELLA VANN
 561-822-1441
 [email protected]
2013-08-28 14:55:018/28/13


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