Plan Review Details - Permit 08090055
Plan Review Stops For Permit 08090055
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2008-12-05 Cont ID  
Sent By jgomez Date 2008-12-05 Time 09:18 Rev Time 0.00
Received By jgomez Date 2008-12-05 Time 08:29 Sent To  
Notes
2008-12-05 09:23:04BUILDING REVIEW APPROVED WITH PROVISO:
 1- PROVIDE COMPLETE ENGINEERING PACKAGE FOR PROPOSED
 GUARDRAIL SYSTEM. PLEASE PROVIDE INFORMATION PRIOR TO
 INSTALLATION TO AVOID CONFLICTS OR DELAYS.
 2- FLUE CALCULATIONS NEED TO HAVE THE NAME AND
 SIGNATURE OF PERSON RESPONSIBLE FOR THE CALCULATIONS.
 PLEASE RESUBMIT WITH THIS INFORMATION.
 3- ELEVATION CERTIFICATE TO BE HANDLED TO THE BUILDING
 INSPECTOR.
 ***NOTE: MINIMUM FINISH FLOOR ELEVATION FOR FLOOD ZONE
 A5 IS 7.5'.
 4- REVISE ENERGY CALCULATIONS FOR GARAGE/GUEST ROOM
 BUILDING. ADJACENT WALLS TO HAVE R-11 MIN. AS REQUIRED
 BY SEC. 13-602.1.C.1.1 FBC 2004.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2008-10-28 Cont ID  
Sent By jgomez Date 2008-10-28 Time 14:26 Rev Time 0.00
Received By jgomez Date 2008-10-28 Time 14:26 Sent To ENG
Notes
2008-10-28 17:20:28RESIDENTIAL (R3) RENOVATION, BUILDING REVIEW SECOND
 CHECKLIST.
 REVIEW UNDER 2004 FBC RESIDENTIAL WITH 2007 REVISIONS.
  
 1- ENERGY CALCULATIONS:
 A) ENGINEER WHO SIGNED AND SEALED ENERGY CALCULATIONS
 NEED TO PROVIDE HIS INFORMATION AS REQUIRED BY CHAPTER
 471 FLORIDA STATUTE AND SEC. 61G15-23.002 OF FLORIDA
 ADMINISTRATIVE CODE.
  
 B) ENERGY CALCULATIONS FOR GARAGE/LIVING AREA STRUCTURE
 ARE NOT SIGNED AND SEALED AND THEY HAVE THE COPY OF THE
 ENGINEER SIGNATURE. THESE CALCULATIONS NEED TO HAVE
 ORIGINAL SIGNATURE-AND SEAL. AND PROVIDE ENGINEER'S
 INFORMATION AS REQUIRED BY SEC. 61G15-23.002 FLORIDA
 ADMINISTRATIVE CODE AND CHAPTER 471 FLORIDA STATUTE.
  
 C) ENERGY CALCULATIONS FOR GARAGE/LIVING AREA STRUCTURE
 IS MISSING THE INFORMATION FOR GARAGE ADJACENT WALL
 AREA AND GARAGE ADJACENT CEILING AREA. PROVIDE COMPLETE
 INFORMATION AS REQUIRED.
  
 2- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 ALL PRODUCT APPROVALS (TWO SETS. ONLY ONE SET WAS
 APPROVED AND STAMPED) AS REQUIRED BY SEC. 106.3.3 CITY
 AMENDMENTS TO FBC 2004.
  
 3- GUARDRAIL SYSTEM:
 A) DETAILS AND SPECIFICATIONS FOR ENGINEERED GUARDRAIL
 SYSTEM NEED TO HAVE ENGINEER'S ORIGINAL SEAL, SIGNATURE
 AND DATE AS REQUIRED BY CHAPTER 471 FLORIDA STATUTE AND
 SEC. 61G15-23.002 OF FLORIDA ADMINISTRATIVE CODE.
  
 B) ENGINEER TO DESIGN THIS SYSTEM PER FBC 2004, WHICH
 IS THE CODE IN EFFECT. SPECIFY FBC 2004 WITH 2007
 REVISIONS ON BUILDING CODE DESIGN INFORMATION.
  
 C) ENGINEER TO IDENTIFY PROJECT ADDRESS.
  
 D) ENGINEER TO CLEARLY IDENTIFY ALL DESIGN INFORMATION
 INFORMATION THAT IS SPECIFIC TO THIS PROJECT. EG: GLASS
 THICKNESS, RAILING HEIGHT, WIND EXPOSURE, ETC. SEC.
 106.1.2 CITY AMENDMENTS TO FBC 2004 TO VERIFY
 COMPLIANCE WITH SECTIONS . R301, R311.5 AND R312 OF
 2004 FLORIDA RESIDENTIAL CODE.
  
 4- CHIMNEY FLUE:
 A) REVISED DRAWING SHOWS THREE FLUES. THERE IS ONLY ONE
 APPLIANCE. COMPLY WITH SEC. R1001.10 OF 2004 FLORIDA
 RESIDENTIAL CODE. THIS SECTION ONLY ALLOWS TWO FLUES
 PER APPLIANCE.
  
 B) REVISE SIZE OF FLUE. SEE SEC. R1001.12.2. SIZE SHOWN
 ON DRAWINGS DON'T COMPLY. ALSO, PROVIDE CALCULATIONS
 SHOWING HOW FLUE SIZE WAS OBTAINED. INCLUDE FLUE HEIGHT
 MEASURED FROM FLOOR OF COMBUSTION CHAMBER TO TOP OF
 FLUE. SEE FIGURE R1001.12.2 OF 2004 FLORIDA RESIDENTIAL
 CODE.
  
 C) REVIEW ISOKERN SPECIFICATIONS FOR FLUE LINING
 SUBMITTED. THEY DON'T PROVIDE INFORMATION FOR FLUE TO
 BE SPLIT INTO TWO (OR THREE AS SHOWN ON DRAWINGS).
 REVISE AS REQUIRED TO MATCH.
  
 5- NOTICE OF COMMENCEMENT EXPIRES AFTER 90 DAYS OF
 BEING RECORDED IF WORK IS NOT STARTED. SEC. 713.13
 FLORIDA STATUTE. PROVIDE RE-RECORDED NOTICE OF
 COMMENCEMENT.
 ***NOTE: THIS MAY BE PROVIDED LATER AT TIME OF PERMIT
 PICK UP TO AVOID EXPIRATION OF IT.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-09-16 Cont ID  
Sent By jgomez Date 2008-09-16 Time 17:01 Rev Time 0.00
Received By jgomez Date 2008-09-16 Time 11:44 Sent To ENG
Notes
2008-09-16 17:02:56RESIDENTIAL (R3) RENOVATION, BUILDING REVIEW CHECKLIST.
 REVIEW UNDER 2004 FLORIDA RESIDENTIAL CODE AND 2004 FBC
 WITH 2007 REVISIONS.
  
 1- BRING PLANS TO PALM BEACH COUNTY (2300 N JOG RD.
 (561)233-5120) TO VERIFY IF IMPACT FEES ARE DUE FOR THE
 CHANGE OF USE ON THE FIRST FLOOR OF GARAGE BUILDING.
 BRING BACK STAMPED PLANS AND COPY OF PAID RECEIPT IF
 FEES ARE DUE.
  
 2- HOUSE IS LOCATED IN FLOOD ZONE A5 WITH BASE FLOOD
 ELEVATION OF 7.0'. NEED TO ELEVATE FINISH FLOOR
 BUILDING ON BOTH BUILDINGS UP TO 7.5' MINIMUM AS
 REQUIRED BY CITY ORDINANCE SEC. 94-546(B)(1). SURVEY
 SUBMITTED STATES FINISH FLOOR ELEVATION OF 6.89' FOR
 GARAGE BUILDING AND 7.42' FOR MAIN HOUSE. THESE FINISH
 FLOOR ELEVATIONS NEED TO BE RAISED.
 ***NOTE: ELEVATION CERTIFICATE WILL BE REQUIRED TO
 VERIFY FINISH FLOOR ELEVATION.
  
 3- PROVIDE COMPLETE SPECIFICATIONS FOR OUTDOOR
 FIREPLACE AND PROVIDE DOCUMENTATION TO CLARIFY WHY
 CHIMNEY IS NOT REQUIRED FOR THIS TYPE OF FIREPLACE.
  
 4- WINDERS IN GARAGE STAIRS NEED TO COMPLY WITH SEC.
 R311.5.3.2 OF 2004 FLORIDA RESIDENTIAL CODE. COMPLY
 WITH THE MIN. 6" WINDERS AT NARROWER END. SEE ATTACHED
 PICTURE FROM COMMENTARY CODE.
  
 5- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE
 9B-72 FOR:
 A) INSWING ENTRY DOORS WITH SIZE AS SHOWN ON PLANS.
  
 B) SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON PLANS.
 ***NOTE: PROVIDE ONLY THE FLORIDA PRODUCT APPROVAL
 COVER PAGE AND PAGE WHERE CONNECTOR IS SHOWN. NO NEED
 TO SUBMIT COMPLETE REPORT.
  
 C) CLARIFY WHERE IS DOOR WITH FLORIDA PRODUCT APPROVAL
 FL3030-R2 GOING TO BE INSTALLED. AND, CHECK DESIGN
 PRESSURES WITH THOSE CALCULATED BY THE ENGINEER OF
 RECORD TO MAKE SURE THEY WILL BE OK FOR THIS PROJECT.
  
 D) CLARIFY WHERE IS DOOR WITH FLORIDA PRODUCT APPROVAL
 FL4940 GOING TO BE INSTALLED. IF IT'S FOR GARAGE SIDE
 DOOR, THEN NEED TO PROVIDE ANOTHER PRODUCT APPROVAL
 BECAUSE THIS ONE DOESN'T MEET THE DESIGN PRESSURES
 CALCULATED BY THE ENGINEER.
  
 E) GARAGE OVERHEAD DOORS: FLORIDA PRODUCT APPROVAL
 FL1652 SUBMITTED DOESN'T RESIST THE CALCULATED DESIGN
 PRESSURES.
  
 6- ROLLADEN ROLL SHUTTERS:
 A) PROVIDE COMPLETE INSTALLATION SCHEDULE AS REQUIRED
 BY CITY IMPLEMENTATION STANDARD FOR WIND-BORNE DEBRIS
 IMPACT PROTECTION. SEE ATTACHED COPY.
 B) COMPLETE INFORMATION ON SHEET 21 OF 21 OF NOA
 08-0313.07 SUBMITTED.
 C) CLEARLY MARK ON SHUTTER DRAWINGS SPECIFIC CHARTS TO
 BE USED TO VERIFY COMPLIANCE WITH PRODUCT APPROVAL AND
 PROPOSED INSTALLATION.
  
 7- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS
 REQUIRED BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004.
  
 8- ENERGY CALCULATIONS:
 A) COMPLETE INFORMATION ON TOP. INCLUDING BUILDER
 INFORMATION.
 B) THIS IS NOT NEW CONSTRUCTION OR ADDITION, BUT
 EXISTING. ENERGY CALCULATIONS FOR MAIN HOUSE AND GARAGE
 BUILDING NEED TO BE REVISED ACCORDINGLY.
 C) CLARIFY WHY THE WALL R-VALUE IS R=2.0 FOR GARAGE
 BUILDING.
  
 9- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR NEW
 HANDRAILS AND FOR NEW BALCONY GLASS GUARDRAILS TO
 VERIFY COMPLIANCE WITH TABLE R301.5, SEC. R311.5 AND
 SEC. R312 OF 2004 FLORIDA RESIDENTIAL CODE.
  
 10- PROVIDE COMPLETE DOCUMENTATION SHOWING HOW CHIMNEY
 FLUE COMPLIES WITH FIGURE R1001.12.2 OF 2004 FLORIDA
 RESIDENTIAL CODE.
  
 11- SPECIFY HOW IS THE ROOF TILE GOING TO BE FASTENED
 AS REQUIRED BY SEC. 106.1.1.2 OF CITY AMENDMENTS TO FBC
 2004. CHECK PRODUCT APPROVAL FOR PROPER PRODUCT TO BE
 USED TO RESIST THE CALCULATED UPLIFT LOADS. IF USING
 ANY TYPE OF ADHESIVE THEN PROVIDE SUCH PRODUCT
 APPROVAL. IF USING SCREWS, THEN SPECIFY SIZE AND NUMBER
 OF THEM.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2009-11-23 Cont ID  
Sent By btrobaug Date 2009-11-23 Time 10:18 Rev Time 0.00
Received By btrobaug Date 2009-11-23 Time 10:04 Sent To PC
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2009-06-04 Cont ID  
Sent By dpalmer Date 2009-06-04 Time 08:11 Rev Time 0.00
Received By dpalmer Date 2009-06-04 Time 08:11 Sent To PC
Notes
2009-06-04 08:12:50STAMPED, LOW VOLTAGE IS REQUIRED OT BE UNDER SEPARATE
 PERMITS.
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2008-12-04 Cont ID  
Sent By dpalmer Date 2008-12-04 Time 08:49 Rev Time 0.00
Received By dpalmer Date 2008-12-04 Time 08:49 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2008-10-22 Cont ID  
Sent By dpalmer Date 2008-10-22 Time 14:01 Rev Time 0.00
Received By dpalmer Date 2008-10-22 Time 14:01 Sent To PC
Notes
2008-10-22 14:01:24** DENIED REVIEW**
  
 1) NOTE: THERE IS ONE MINOR COMMENT HOWEVER PLANS ARE
 COMING BACK FOR COMMENTS FROM OTHER TRADES. AS A NEW
 GUTTER IS BEING INSTALLED FROM THE METER TO THE TWO
 EXISTING MAINS, PLEASE PROVIDE THE SIZE OF THE
 CONDUCTOR WHICH WILL BE NEW INSTALLED FROM METER TO
 GUTTER AND FROM GUTTER TO EACH MAIN.
 240.4,310.16,230.70.
  
 ** A CALL WAS PLACED TO TEELE AND ASSOCIATES AND LEFT
 MESSAGE ON DAN'S VOICEMAIL.
  
  
 **IMPORTANT**
 ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP
 FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE
 ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.
 DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO
 TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2008-09-11 Cont ID  
Sent By dpalmer Date 2008-09-11 Time 16:30 Rev Time 0.00
Received By dpalmer Date 2008-09-11 Time 16:29 Sent To P
Notes
2008-09-11 16:30:13 
  
  
  
 ** DENIED REVIEW **
  
  
  
 1) NOTE: PLEASE BE SURE THE FOLLOWING CODES ARE STATED
 ON ELECTRICAL PLANS.
 2004 FBC W/ 2007 REVISIONS
 2004 RESIDENTIAL CODE
 2005 NFPA-70
 2003 NFPA-101
 2002 NFPA-72
  
 2) NOTE: PLEASE VERIFY THE SMOKE DETECTION DEVICES. THE
 PLANS CALL FOR *SMOKE DETECTORS* WHICH BY DEFINITION IN
 NFPA-72 ARE DEVICES WHICH WILL DETECT HOWEVER NOT SOUND
 AN ALARM. SMOKE ALARM (SA)DEVICES ARE DEVICES WHICH
 DETECT AND SOUND AN ALARM. PLEASE SEE FBC 907,
 RESIDENTIAL CODE R313 AND NFPA-72 11.5.1.1, 11.8.3.
 IF THESE DEVICES ARE INDEED SMOKE DETECTORS PLEASE
 COMPLETE WITH FIRE ALARM PANEL, HORNS/SOUNDING DEVICES
 ETC.
  
 3) NOTE: PLEASE SEE THE HALLWAY UPSTAIRS AND DOWN
 STAIRS WILL REQUIRE SOME SORT OF LIGHTING FIXTURES FOR
 EGRESS.
 THIS IS ALSO FOR ROOMS 210 AND 201. EITHER HALF SWITCH
 RECEPTACLE OR SOME SORT OF LISTED LIGHT FIXTURE.
 210.70, LS 101 7.8
  
 4) NOTE: PLEASE PLACE NOTE ON FIXTURE LEGEND FOR THE
 TYPE OF RECESSED LIGHTS TO MEET FBC 13-606.1.ABC.1.2.4
  
 5) NOTE: PLEASE CLARIFY THE DINING AREA/BREAKFAST AREA
 IF ANY ON PLANS. PLEASE SEE 210.52B1, 210.11C1 AND
 220.52 FOR CIRCUITING AND LOADS TO BE FIGURED FOR THE
 RECEPTACLES CIRCUITS IN THESE AREAS.
  
 6) NOTE: PLEASE CLARIFY THE 125AMP 42 MLO. PLEASE
 VERIFY THAT THIS PANEL IS 42CIRCUITS AT 125AMP RATED.
 110.3, 90.7.
  
 7) NOTE: PLEASE COORDINATE INFORMATION ON PANEL
 SCHEDULE *A* FOR PANEL *B*. PLEASE SEE PANEL *B*
 SCHEDULE AS THIS INDICATES THE FEEDERS AS #3'S YET THE
 PANEL SCHEDULE ON PANEL *A* INDICATES #6 ON A 100AMP
 RATED BREAKER.
 240.4,310.16, 215.5 ETC
 FBC 106.1.1 FOR CLARITY AND COORDINATION.
  
 8) NOTE: PLEASE COORDINATE RISER AND FEEDERS FOR PANEL
 *G1* AS THE RISER INDICATES #3'S IN AN 1 1/4 INCH
 CONDUIT YET THE PANEL *G1* NOTES FEEDERS AS #1'S AND 1
 1/2 INCH CONDUIT.
 240.4, 310.16, 215.5
 FBC 106.1.1 FOR CLARITY AND COORDINATION.
  
 9) NOTE: PLEASE LIST ALL OF THE REQUIRED ARC FAULT
 PROTECTED CIRCUITS. THE PANEL SCHEDULE(S) LIST AFCI
 PROTECTION FOR RECEPTACLES HOWEVER BASED ON THE 2002
 NEC AND 2005 NEC 210.12 REQUIRES PROTECTION ON ALL
 OUTLETS IN THESE AREAS. THIS INCLUDES RECEPTACLES,
 LIGHTS FANS , SMOKE ALARMS (120V) ETC. ALL OUTLETS.
  
 10) NOTE: PLEASE ADJUST PANEL SCHEDULES SO THE
 CIRCUITING IS SPECIFIC TO ROOMS AND AREAS IN WHICH THEY
 FEED. THE USE OF *GENERAL RECEPTACLES* GENERAL
 LIGHTING* IS NOT ACCEPTABLE. PLEASE SEE THIS WAS A
 CHANGE IN THE 2005 NEC WHICH REQUIRES SPECIFIC. THE
 FOLLOWING IS TEXT TAKEN DIRECTLY FROM THE NEC.
  
 *SECTION 408.4 WAS REVISED FOR THE 2005 CODE TO REQUIRE
 THAT THE IDENTIFICATION FOR EVERY CIRCUIT SUPPLIED BY A
 PANEL-BOARD OR SWITCHBOARD BE LEGIBLE AND CLEARLY STATE
 THE SPECIFIC PURPOSE FOR WHICH THE CIRCUIT IS USED.
 CIRCUITS USED FOR THE SAME PURPOSE MUST BE IDENTIFIED
 AS TO THEIR LOCATION. FOR EXAMPLE, SMALL APPLIANCE
 BRANCH CIRCUITS CAN SUPPLY OUTLETS IN THE KITCHEN,
 DINING ROOM, AND KITCHEN COUNTERTOPS. IDENTIFYING THE
 CIRCUITS AS SMALL APPLIANCE BRANCH CIRCUITS IS NOT
 ACCEPTABLE; INSTEAD, THEY SHOULD BE IDENTIFIED AS
 ``KITCHEN WALL RECEPTACLES,'' ``DINING ROOM FLOOR
 RECEPTACLE,'' OR ``KITCHEN COUNTERTOP RECEPTACLES LEFT
 OF SINK.'' CIRCUIT DIRECTORIES CONTAINING MULTIPLE
 ENTRIES WITH ONLY ``LIGHTS'' OR ``OUTLETS'' DO NOT
 PROVIDE THE SUFFICIENT DETAIL REQUIRED BY THIS
 SECTION.*
 408.4, 310.16, 240.4 ETC
 FBC 106.3.5.4
  
 11) NOTE: PLEASE SEE 210.70 FOR AREAS IN WHICH AIR
 HANDLER UNITS ARE LOCATED WHICH APPEAR TO ABOVE
 CEILING(S) IN ATTIC AREAS WHICH REQUIRED SERVICE
 LIGHTS.
 AN EXAMPLE WOULD BE AHU #2.
  
 12) NOTE: PLEASE SEE 410.8 FOR ASSUMED SHELVING AREAS
 IN CLOSETS AND MINIMUM REQUIRED CLEARANCES FOR FIXTURES
 FROM COMBUSTIBLES. PLEASE SEE LINEN CLOSET 212 FOR
 EXAMPLE AS BASED ON THE SIZE OF THE CLOSET AND THE
 ASSUMED DISTANCE FOR SHELVING IN THE NEC, THIS FIXTURE
 ABOVE THE DOOR APPEARS IT MAY BE TOO CLOSE. PLEASE
 VERIFY THIS AND PROVIDE INFORMATION.
 IF THIS HAD BEEN THE ONLY COMMENT IT WOULD HAVE BEEN
 REDLINED AND VIF.
  
  
  
  
  
 **IMPORTANT**
 ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP
 FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE
 ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.
 DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO
 TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANOR PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2008-12-05 Cont ID  
Sent By dlauderm Date 2008-12-05 Time 06:56 Rev Time 0.00
Received By dlauderm Date 2008-12-05 Time 06:55 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2008-12-01 Cont ID  
Sent By dlauderm Date 2008-12-01 Time 09:46 Rev Time 0.00
Received By dlauderm Date 2008-12-01 Time 09:46 Sent To  
Notes
2008-10-30 13:13:59PASSED, PER REVIEW BY ENGINEERING STORMWATER ENGINEER,
 JEFF RENAULT.
 EMAIL SENT TO DEAN LAUDERMILK ON 10-01-08: "I HAVE
 REVIEWED THE PROPOSED GRADING AND DRAINAGE PLANS AND
 THE DRAINAGE CALCULATIONS FOR THE ABOVE PROJECT. THE
 PROJECT INVOLVES THE RENOVATION OF AN EXISTING SINGLE
 FAMILY RESIDENCE. THE EXISTING FINISH FLOOR ELEVATIONS
 ARE MORE THAN 1' ABOVE THE ROADWAY CROWN ELEVATION OF N
 FLAGLER DRIVE. WATER QUALITY FOR THE SITE IS BEING
 PROVIDED BY YARD DRAINS , PIPING , SEDIMENT TRAPS AND
 EXFILTRATION TRENCH. I RECOMMEND APPROVAL OF THE
 STORMWATER FEATURES OF THIS PROJECT AS PRESENTED IN THE
 SUBMITTAL. SHOULD YOU HAVE ANY QUESTIONS , PLEASE
 CONTACT ME."
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2008-09-17 Cont ID  
Sent By rchokshi Date 2008-09-17 Time 15:52 Rev Time 0.00
Received By rchokshi Date 2008-09-17 Time 15:49 Sent To  
Notes
2008-09-17 15:52:21FAILED FOR FOLLOWING REASONS:
  
 1. PLEASE SHOW ON DRAWINGS THE TURBIDITY BARRIER
 DETAILS OF POLLUTION PREVENTION . PLEASE SHOW ON
 DRAWINGS THE TURBIDITY BARRIER AROUND CATCH BASINS, ANY
 OUT FALLS OR LAKES IF YOU HAVE ETC DURING CONSTRUCTION
 AND ALL DEMOLITION PHASE. HEIGHT OF BARRIER SHOULD BE
 HIGH ENOUGH PER FDEP TO STOP DUST PARTICLES.
  
 2. PLEASE PROVIDE A COPY OF BOND FOR ORDINANCE NO.
 4060-07:
  
 ALL DEMOLITION AND NEW CONSTRUCTION PERMITS, WITH
 EXCEPTION OF SINGLE FAMILY, DUPLEX AND ACCESSORY
 APARTMENT, SHALL POST BONDS OR DEPOSITS FOR THE
 FOLLOWING:
  
 1. EROSION CONTROL, AND
 2. LAND STABILIZATION
  
 THE AMOUNT OF THE EROSION CONTROL AND LAND
 STABILIZATION BONDS SHALL BE DETERMINED BY THE ENGINEER
 OF RECORD USING THE CURRENT CITY COST SCHEDULE AND
 VERIFIED BY THE CITY'S ENGINEERING SERVICES DEPT.
 PLEASE CONTACT BRIAN MOREE, ENG SERVICES CONSTRUCTION
 SUPERVISOR, AT 561- 494 -1040 FOR MORE INFORMATION.
  
 UPON VERTICAL CONSTRUCTION COMMENCEMENT, PAYMENT IN
 FULL OF ALL APPLICABLE FEES, AND COMPLIANCE WITH ALL
 TERMS AND CONDITIONS OF ANY POSTED BOND, THE PERMITTEE
 MAY REQUEST RELEASE OF THE BONDS OR DEPOSITS.
  
 A COPY OF ORDINANCE NO. 4060-07 MAY BE OBTAINED FROM
 THE CITY CLERK'S OFFICE LOCATED ON THE FIRST FLOOR.
  
 3. PLEASE SHOW ON DRAWINGS DUMPSTER & ITS ENCLOSURE
 DETAILS PER CITY OF WPB, & LOCATION ON DWG, LOCATION
 MUST BE ACCESSIBLE FOR PICKUP TRUCK.
  
 4. PLEASE SHOW ON STORM WATER QUALITY CALCULATION THAT
 YOU HAVE CONSIDERED FLOOD ZONE AREA, & 5,10, 25, 50,
 100 YEAR FLOOD CRITERIA AND CROWN OF THE ROAD WHEN YOU
 DETERMINE THE FIRST FLOOR ELEVATION. FIRST FLOOR
 ELEVATION SHOULD BE ATLEAST 1 FOOT HIGHER THAN HIGHEST
 CROWN OF THE ROAD.
  
 5. PLEASE SHOW ALL STORM WATER PIPES AROUND YOUR SITE
 SO, WE CAN SEE THE LAYOUT OF STORM WATER PIPES FROM ALL
 OTHER STORM WATER PIPES. PLEASE SHOW DETAIL OF THE
 CONTROL STRUCTURES WITH ELEVATIONS, NOTCHES, BLEEDING
 ELEVATION, ETC ON DRAWINGS, CALCULATION FOR
 EXFILTRATION TRENCHES, PLEASE SHOW DRY DETENTION/WET
 DETENTION AREAS IN STORM WATER CALS IF YOU HAVE ALL
 THESE. PLEASE RESUBMIT GEO-TECH REPORT AND ALL
 ENVRONMENTAL REPORT.
  
 6. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST, AROUND
 YOUR SITE FOR STORM WATER DRAIN SO YOUR SITE DO NOT GET
 FLOODED AND HAVE ENOUGH DRAINS.
  
 7. PLEASE PROVIDE A COPY OF GEO-TECH REPORT & STORM
 WATER QUALITY CALCULATIONS TO 1000 45TH STREET FOR
 THEIR APPROVAL BEFORE WE ISSUE A PERMIT.
  
 8. WATER & SEWER PLANS MUST BE APPROVED FROM MANNY G.
 OF 1000 45TH STREET BEFORE WE ISSUE A PERMIT.
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI 805-6723
  
  
  
  
  
  
Review Stop G GAS REVIEW
Rev No 3 Status P Date 2008-12-04 Cont ID  
Sent By kstevens Date 2008-12-04 Time 12:21 Rev Time 0.00
Received By kstevens Date 2008-12-04 Time 12:21 Sent To  
Notes
2008-12-04 12:23:27 
  
 PASSED/PROVISO
  
 GAS PIPE TO WATER HEATER REQUIRED TO BE 1-1/4" BUT
 SHOWN AS 3/4" REVISION REQUIRED FOR GAS RISER DIAGRAM.
 TABLE 402.4(2)
  
  
  
  
  
  
  
 .
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2008-10-24 Cont ID  
Sent By mperson Date 2008-10-24 Time 11:06 Rev Time 0.45
Received By mperson Date 2008-10-24 Time 11:06 Sent To B
Notes
2008-10-24 11:11:10GAS PLAN REVIEW:
 DENIED **2ND TIME:
  
 PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODES WITH
 2007 REVISIONS, CITY OF WEST PALM BEACH AMENDMENTS TO
 CHAPTER 1 (W.P.B.), FLORIDA ADMINISTRATIVE CODE
 (F.A.C.), AND FLORIDA STATUTES (F.S.).
  
 **THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND
 WITH THE PREVIOUS GAS REVIEW COMMENTS AS WELL AS THE
 DESIGNER'S RESPONSES FOR THE PURPOSE OF CONTINUITY. NEW
 COMMENTS WILL BE SO NOTED FOLLOWING THE PREVIOUS REVIEW
 COMMENTS.
  
 1. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2004
 FUEL GAS CODE SECTION 401.1 SCOPE.
 NOTE: THE SUBMITTED ISOMETRIC DOES NOT INDICATE
 CORRESPONDING LENGTHS TO ALL CUT SECTIONS OF PIPE.
 REFERENCE THE YELLOW HIGH LIGHTED CUT SECTIONS WITH NO
 CORRESPONDING LENGTHS INDICATED AND COMPLY ON THE
 RESUBMITTAL.
  
 **RESPONSE NOTED, HOWEVER THE RESUBMITTED PLANS STILL
 HAVE CUT SECTIONS OF PIPE WITH NO CORRESPONDING LENGTHS
 BEING INDICATED FOR THEM. IF THERE IS A CUT SECTION OF
 PIPE THERE SHOULD BE A CORRESPONDING LENGTH INDICATED
 FOR IT. PLEASE REFERENCE THE YELLOW HIGH LIGHTED CUT
 SECTIONS WITH NO CORRESPONDING LENGTHS INDICATED AND
 COMPLY ON THE RESUBMITTAL.
  
 2. "OK" COMMENT ADDRESSED.
  
 3. SHOW THE DISTANCE FROM THE POINT OF
 DELIVERY, (METER), TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND/OR SYSTEM PER
 FBC-2004 FUEL GAS CODE APPENDIX A - USE
 OF CAPACITY TABLES A.3.1(4).
 NOTE: REFERENCE COMMENT #1 AND COMPLY.
  
 **RESPONSE NOTED, HOWEVER UNTIL COMMENT #1 IS ADDRESSED
 AND THE WRITTEN DISTANCES ARE CORRELATED WITH THE
 CORRESPONDING LENGTHS FOR EACH CUT SECTIONS OF PIPE
 THIS COMMENT WILL REMAIN.
  
 4. SUBMIT COMBUSTION AIR CALCULATIONS FOR THE LIVING
 ROOM (ROOM #108) GAS FIRE PLACE PER FBC-2004 FUEL GAS
 CODE SECTION 304.
  
 **RESPONSE NOTED, HOWEVER THE CALCULATIONS PROVIDED IN
 THE RESPONSE LETTER SHOULD BE CLEARLY INDICATED ON PLAN
 SHEET P202.
  
 5. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 FBC-2004 FUEL GAS CODE SEC 402.2.
 NOTE: THE MP REGULATORS MANUFACTURER SHEETS SHALL
 CLEARLY INDICATE THE MAKE, MODEL NUMBER, BTU LOAD
 CAPACITY AND A LISTING FROM A RECOGNIZED TESTING
 LABORATORY (LISTING EXAMPLES= CSA, AGA OR UL). THE
 SUBMITTED REAL-FYRE GAS LOG MANUFACTURE SHEETS DO NOT
 COMPLY WITH THE FOLLOWING. LOG LIGHTERS SHALL BE TESTED
 IN ACCORDANCE WITH CSA 8. PER FBC-2004 FUEL GAS CODE
 SECTION 603.1 GENERAL.
  
 **NO COMMENT RESPONSE AND THIS COMMENT WAS PARTIALLY
 ADDRESSED. MANUFACTURE SHEETS FOR THE MP REGULATOR WERE
 NOT IN THE RESUBMITTAL.
  
 **THE FOLLOWING IS A NEW COMMENT.
  
 6. SHEET P202: THE FOLLOWING NOTE WAS ON THE
 RESUBMITTED GAS RISER "ALL CSST PIPING SHALL BE OMEGA
 TRACPIPE. SIZING BASED ON MANUFACTURE'S DESIGN
 STANDARDS AND ALLOWED BY 402.3(2)". PLEASE KNOW THAT
 THE OMEGAFLEX TRACPIPE TABLES DO NOT HAVE A EHD 30
 LISTED IN THEIR TABLES NOR DO THEY HAVE AN APPROVED
 TABLE TO REVIEW TO. PLEASE KNOW THAT FOR 0.5 PSI
 NAT/GAS TABLE 402.4(14) FROM THE FBC-2004 FUEL GAS CODE
 WILL BE USED FOR PLAN REVIEW. PLEASE DELETE THE OMEGA
 TRACPIPE NOTE FROM THE PLANS.
  
 ********IMPORTANT INFORMATION********
 WHEN RESUBMITTING PLANS, PLEASE PROVIDE A COPY OF THE
 OLD PLANS, CLEARLY INDICATE THE REVISION ON THE NEW
 PLANS, REMOVE AND 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
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 END OF COMMENTS:
  
 *IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 REVIEW BY: MIKE PERSON
 PLUMBING PLANS EXAMINER
 PHONE= (561) 805-6730
 FAX= (561) 805-6731
 E-MAIL= [email protected]
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2008-09-15 Cont ID  
Sent By mperson Date 2008-09-15 Time 10:20 Rev Time 0.00
Received By mperson Date 2008-09-15 Time 10:20 Sent To B
Notes
2008-09-15 11:04:24GAS PLAN REVIEW:
 DENIED:
  
 PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODES WITH
 2007 REVISIONS, CITY OF WEST PALM BEACH AMENDMENTS TO
 CHAPTER 1 (W.P.B.), FLORIDA ADMINISTRATIVE CODE
 (F.A.C.), AND FLORIDA STATUTES (F.S.).
  
 THE FOLLOWING CORRECTIONS/INFORMATION ARE REQUIRED FOR
 GAS PLAN REVIEW TO MEET CODE COMPLIANCE.
 NOTE: ALL COMMENTS ARE PER THE MAIN HOUSE GAS RISER
 DIAGRAM LOCATED ON SHEET P201.
  
 1. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2004
 FUEL GAS CODE SECTION 401.1 SCOPE.
 NOTE: THE SUBMITTED ISOMETRIC DOES NOT INDICATE
 CORRESPONDING LENGTHS TO ALL CUT SECTIONS OF PIPE.
 REFERENCE THE YELLOW HIGH LIGHTED CUT SECTIONS WITH NO
 CORRESPONDING LENGTHS INDICATED AND COMPLY ON THE
 RESUBMITTAL.
  
 2. CLEARLY INDICATE THE TYPE OF GAS, (LP OR NATURAL)
 BEING USED ON THE RESUBMITTAL. PER FBC-2004 FUEL GAS
 SECTION 401.1 SCOPE.
  
 3. SHOW THE DISTANCE FROM THE POINT OF
 DELIVERY, (METER), TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND/OR SYSTEM PER
 FBC-2004 FUEL GAS CODE APPENDIX A - USE
 OF CAPACITY TABLES A.3.1(4).
 NOTE: REFERENCE COMMENT #1 AND COMPLY.
  
 4. SUBMIT COMBUSTION AIR CALCULATIONS FOR THE LIVING
 ROOM (ROOM #108) GAS FIRE PLACE PER FBC-2004 FUEL GAS
 CODE SECTION 304.
  
 5. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 FBC-2004 FUEL GAS CODE SEC 402.2.
 NOTE: THE MP REGULATORS MANUFACTURER SHEETS SHALL
 CLEARLY INDICATE THE MAKE, MODEL NUMBER, BTU LOAD
 CAPACITY AND A LISTING FROM A RECOGNIZED TESTING
 LABORATORY (LISTING EXAMPLES= CSA, AGA OR UL). THE
 SUBMITTED REAL-FYRE GAS LOG MANUFACTURE SHEETS DO NOT
 COMPLY WITH THE FOLLOWING. LOG LIGHTERS SHALL BE TESTED
 IN ACCORDANCE WITH CSA 8. PER FBC-2004 FUEL GAS CODE
 SECTION 603.1 GENERAL.
  
 ********IMPORTANT INFORMATION********
 WHEN RESUBMITTING PLANS, PLEASE PROVIDE A COPY OF THE
 OLD PLANS, CLEARLY INDICATE THE REVISION ON THE NEW
 PLANS, REMOVE AND 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
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 END OF COMMENTS:
  
 REVIEW BY: MIKE PERSON
 PLUMBING PLANS EXAMINER
 PHONE= (561) 805-6730
 FAX= (561) 805-6731
 E-MAIL= [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2009-10-19 Cont ID  
Sent By dpalmer Date 2009-10-19 Time 14:18 Rev Time 0.00
Received By dpalmer Date 2009-10-19 Time 14:18 Sent To B
Notes
2009-10-19 14:19:00TO JG'S DESK
Review Stop I INCOMING/PROCESSING
Rev No 8 Status   Date 2009-10-14 Cont ID  
Sent By rmcdouga Date 2009-10-14 Time 09:50 Rev Time 0.00
Received By rmcdouga Date 2009-10-13 Time 09:50 Sent To  
Notes
2009-10-14 09:51:28LANDSCAPE REVISION TO ZONING BOX
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2009-06-03 Cont ID  
Sent By jgomez Date 2009-06-03 Time 16:05 Rev Time 0.00
Received By jgomez Date 2009-06-03 Time 16:05 Sent To  
Notes
2009-06-03 16:05:55TO RON REGUEIRO'S DESK.
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2009-05-27 Cont ID  
Sent By kstevens Date 2009-05-27 Time 10:20 Rev Time 0.00
Received By kstevens Date 2009-05-27 Time 10:20 Sent To  
Notes
2009-05-27 10:21:05SENT TO RON R'S DESK
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2009-05-27 Cont ID  
Sent By kstevens Date 2009-05-27 Time 10:00 Rev Time 0.00
Received By kstevens Date 2009-05-27 Time 10:00 Sent To  
Notes
2009-05-27 10:03:52SENT TO DEWEY P'S DESK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2008-11-18 Cont ID  
Sent By adarroug Date 2008-11-18 Time 08:32 Rev Time 0.00
Received By adarroug Date 2008-11-18 Time 08:32 Sent To Z
Notes
2008-11-18 08:32:43TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2008-10-14 Cont ID  
Sent By adarroug Date 2008-10-14 Time 14:26 Rev Time 0.00
Received By adarroug Date 2008-10-14 Time 14:26 Sent To Z
Notes
2008-10-14 14:27:17TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-09-10 Cont ID  
Sent By adarroug Date 2008-09-10 Time 09:06 Rev Time 0.00
Received By adarroug Date 2008-09-10 Time 09:06 Sent To E
Notes
2008-09-10 09:06:33TO "SFR" "E"
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-09-17 Cont ID  
Sent By jgomez Date 2008-09-17 Time 15:38 Rev Time 0.00
Received By jgomez Date 2008-09-04 Time 10:40 Sent To  
Notes
2008-09-04 10:40:19TO "SFR" "Z"
Review Stop L LANDSCAPING
Rev No 2 Status P Date 2009-10-16 Cont ID  
Sent By rkussner Date 2009-10-16 Time 11:40 Rev Time 0.00
Received By rkussner Date 2009-10-16 Time 11:40 Sent To  
Notes
***NONE***
Review Stop L LANDSCAPING
Rev No 1 Status P Date 2008-12-03 Cont ID  
Sent By rkussner Date 2008-12-03 Time 14:16 Rev Time 0.00
Received By rkussner Date 2008-12-03 Time 14:16 Sent To PC
Notes
2008-12-03 14:18:37***LANDSCAPE REVIEW PASSED***
  
 PLEASE SEE NOTES CONCERNING THE PAVING MATERIAL AND
 RIGHT-OF-WAY REQUIREMENTS ON SHEET C-1.
  
 RAK
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2009-06-09 Cont ID  
Sent By rregueir Date 2009-06-09 Time 11:13 Rev Time 0.00
Received By rregueir Date 2009-06-09 Time 11:12 Sent To PC
Notes
2009-06-09 11:13:29SEE REDLINED NOTE ON PLANS:
  
 RETURN AIR PROHIBITED FROM CLOSETS PER FBC-R
 M1602.2(4).
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2009-05-29 Cont ID  
Sent By rregueir Date 2009-05-29 Time 16:28 Rev Time 0.00
Received By rregueir Date 2009-05-29 Time 16:27 Sent To PC
Notes
2009-05-29 16:28:35M100, M101 REVISION 5
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2008-10-22 Cont ID  
Sent By tgordon Date 2008-10-22 Time 15:53 Rev Time 0.30
Received By tgordon Date 2008-10-22 Time 15:53 Sent To P
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2008-09-10 Cont ID  
Sent By tgordon Date 2008-09-10 Time 13:33 Rev Time 1.00
Received By tgordon Date 2008-09-10 Time 13:33 Sent To E
Notes
2008-09-10 13:37:13*** PROVISO ***
 1) ATTIC ACCESS OPENING MUST BE WITHIN 6 FEET OF AIR
 HANDLERS IN ATTIC, PER 2004 FBC/R 1305.1.3.
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729
Review Stop P PLUMBING
Rev No 3 Status P Date 2008-12-04 Cont ID  
Sent By kstevens Date 2008-12-04 Time 13:40 Rev Time 0.00
Received By kstevens Date 2008-12-04 Time 13:40 Sent To M
Notes
2008-12-04 13:41:43 
  
 ************PASSED/PROVISO***********
  
 ALL FIXTURES AND VALVES SHALL COMPLY WITH CHAPTER 13 OF
 THE PLUMBING CODE
  
  
  
  
 .
Review Stop P PLUMBING
Rev No 2 Status F Date 2008-10-24 Cont ID  
Sent By mperson Date 2008-10-24 Time 10:25 Rev Time 1.30
Received By mperson Date 2008-10-24 Time 10:25 Sent To G
Notes
2008-10-24 10:30:59PLUMBING PLAN REVIEW:
 DENIED **2ND TIME:
  
 PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODES WITH
 2007 REVISIONS, CITY OF WEST PALM BEACH AMENDMENTS TO
 CHAPTER 1 (W.P.B.), FLORIDA ADMINISTRATIVE CODE
 (F.A.C.), AND FLORIDA STATUTES (F.S.).
  
 **THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND
 WITH THE PREVIOUS PLUMBING REVIEW COMMENTS AS WELL AS
 THE DESIGNER'S RESPONSES FOR THE PURPOSE OF CONTINUITY.
  
 1. "OK" COMMENT ADDRESSED.
  
 2. "OK" COMMENT ADDRESSED.
  
 3. SHEET A400 PLUMBING FIXTURE SCHEDULE: PLEASE KNOW
 THAT THE FIXTURES IN THE SCHEDULE REQUIRE THIRD-PARTY
 TESTING AND CERTIFICATION. PLEASE KNOW THAT FIXTURES
 LISTED IN THE SCHEDULE ARE NOT COMMONLY USED FIXTURES
 SUCH AS KOHLER OR AMERICAN STANDARD AND AN ONLINE
 SEARCH BY THIS PLANS EXAMINER FAILED TO COME UP WITH
 THE REQUIRED THIRD PARTY TESTING AND CERTIFICATIONS.
 PROVIDE MANUFACTURE SPECIFICATION SHEETS WITH THIS
 INFORMATION. PER FBC-2004 PLUMBING SECTION 303.4
 THIRD-PARTY TESTING AND CERTIFICATION.
 NOTE: THE FOLLOWING IS A LIST OF FIXTURES AND COMPLIANT
 THIRD-PARTY TESING AND CERTIFICATION STANDARDS
 MANUFACTURE SHEETS MUST INDICATE PER THE FBC-2004
 PLUMBING CODE SECTIONS.
  
 A} BATHTUBS= SECTION 407.1 APPROVAL. BATHTUBS SHALL
 CONFORM TO ANSI Z124.1, ASME A112.19.1M, ASME
 A112.19.4M, ASME A112.19.9M, CSA B45.2, CSA B45.3 OR
 CSA B45.5.
  
 B} LAVATORIES= SECTION 416.1 APPROVAL. LAVATORIES SHALL
 CONFORM TO ANSI Z124.3, ASME A112.19.1M, ASME
 A112.19.2M, ASME A112.19.3M, ASME A112.19.4M, ASME
 A112.19.9M, CSA B45.1, CSA B45.2, CSA B45.3 OR CSA
 B45.4. GROUP WASH-UP EQUIPMENT SHALL CONFORM TO THE
 REQUIREMENTS OF SECTION 402 . EVERY 20 INCHES (508 MM)
 OF RIM SPACE SHALL BE CONSIDERED AS ONE LAVATORY.
 SECTION 416.2 CULTURED MARBLE LAVATORIES. CULTURED
 MARBLE VANITY TOPS WITH AN INTEGRAL LAVATORY SHALL
 CONFORM TO ANSI Z124.3 OR CSA B45.5.
  
 C} SHOWER= SECTION 417.1 APPROVAL. PREFABRICATED
 SHOWERS AND SHOWER COMPARTMENTS SHALL CONFORM TO ANSI
 Z124.2, ASME A112.19.9M OR CSA B45.5. SHOWER VALVES FOR
 INDIVIDUAL SHOWERS SHALL CONFORM TO THE REQUIREMENTS OF
 SECTION 424.4 .
  
 D} WATER CLOSET= SECTION 420.1 APPROVAL. WATER CLOSETS
 SHALL CONFORM TO THE WATER CONSUMPTION REQUIREMENTS OF
 SECTION 604.4 AND SHALL CONFORM TO ANSI Z124.4, ASME
 A112.19.2M, CSA B45.1, CSA B45.4 OR CSA B45.5. WATER
 CLOSETS SHALL CONFORM TO THE HYDRAULIC PERFORMANCE
 REQUIREMENTS OF ASME A112.19.6. WATER CLOSET TANKS
 SHALL CONFORM TO ANSI Z124.4, ASME A112.19.2, ASME
 A112.19.9M, CSA B45.1, CSA B45.4 OR CSA B45.5.
 ELECTRO-HYDRAULIC WATER CLOSETS SHALL COMPLY WITH ASME
 A112.19.13.
  
 E} FAUCETS AND OTHER FIXTURE FITTINGS SECTION 424.1
 APPROVAL. FAUCETS AND FIXTURE FITTINGS SHALL CONFORM TO
 ASME A112.18.1 OR CSA B125. FAUCETS AND FIXTURE
 FITTINGS THAT SUPPLY DRINKING WATER FOR HUMAN INGESTION
 SHALL CONFORM TO THE REQUIREMENTS OF NSF 61, SECTION 9.
 FLEXIBLE WATER CONNECTORS EXPOSED TO CONTINUOUS
 PRESSURE SHALL CONFORM TO THE REQUIREMENTS OF SECTION
 605.6 .
  
 F} SECTION 424.1.1 FAUCETS AND SUPPLY FITTINGS. FAUCETS
 AND SUPPLY FITTINGS SHALL CONFORM TO THE WATER
 CONSUMPTION REQUIREMENTS OF SECTION 604.4 .
  
 G} SECTION 424.1.2 WASTE FITTINGS. WASTE FITTINGS SHALL
 CONFORM TO ONE OF THE STANDARDS LISTED IN TABLES 702.1
 AND 702.4 FOR ABOVE-GROUND DRAINAGE AND VENT PIPE AND
 FITTINGS, OR THE WASTE FITTINGS SHALL BE CONSTRUCTED OF
 TUBULAR STAINLESS STEEL WITH A MINIMUM WALL THICKNESS
 OF 0.012 INCH (0.30 MM), TUBULAR COPPER ALLOY HAVING A
 MINIMUM WALL THICKNESS OF 0.027 INCH (0.69 MM) OR
 TUBULAR PLASTIC COMPLYING WITH ASTM F 409.
  
 H} SECTION 424.2 HAND SHOWERS. HAND-HELD SHOWERS SHALL
 CONFORM TO ASSE 1014 OR CSA B125.
  
 I} SECTION 424.3 SHOWER VALVES. SHOWER AND TUB-SHOWER
 COMBINATION VALVES SHALL BE BALANCED PRESSURE,
 THERMOSTATIC OR COMBINATION
 BALANCED-PRESSURE/THERMOSTATIC VALVES THAT CONFORM TO
 THE REQUIREMENTS OF ASSE 1016 OR CSA B125. SHOWER AND
 TUB-SHOWER COMBINATION VALVES AND MASTER THERMOSTATIC
 MIXING VALVES REQUIRED BY THIS SECTION SHALL BE
 EQUIPPED WITH A MEANS TO LIMIT THE MAXIMUM SETTING OF
 THE VALVE TO 120?F (49?C), WHICH SHALL BE FIELD
 ADJUSTED IN ACCORDANCE WITH THE MANUFACTURER?S
 INSTRUCTIONS.
  
 J} SECTION 424.4 HOSE-CONNECTED OUTLETS. FAUCETS AND
 FIXTURE FITTINGS WITH HOSE-CONNECTED OUTLETS SHALL
 CONFORM TO ASME A112.18.3M.
  
 K} SECTION 424.5 TEMPERATURE-ACTUATED, FLOW REDUCTION
 VALVES FOR INDIVIDUAL FIXTURE FITTINGS.
 TEMPERATURE-ACTUATED, FLOW REDUCTION DEVICES, WHERE
 INSTALLED FOR INDIVIDUAL FIXTURE FITTINGS, SHALL
 CONFORM TO ASSE 1062. SUCH VALVES SHALL NOT BE USED
 ALONE AS A SUBSTITUTE FOR THE BALANCED PRESSURE,
 THERMOSTATIC OR COMBINATION SHOWER VALVES REQUIRED IN
 SECTION 424.3 .
  
 L} SECTION 424.6 TRANSFER VALVES. DECK-MOUNTED
 BATH/SHOWER TRANSFER VALVES CONTAINING AN INTEGRAL
 ATMOSPHERIC VACUUM BREAKER SHALL CONFORM TO THE
 REQUIREMENTS OF ASME A112.18.7.
  
 **RESPONSE NOTED, HOWEVER THE FOLLOWING ITEMS LISTED ON
 THE "PUMBING FIXTURE SCHDULE" ON SHEET NO. A400 WERE
 NOT LISTED IN THE REQUESTED MANUFACTURE SHEETS. PLEASE
 PROVIDE THE MANUFACTURE SHEETS AS REQUESTED OR REVISE
 THE PLUMBING FIXTURE SCHDULE. PLEASE KNOW THAT CLEARLY
 MARKED MANUFACTURE SHEETS WITH THE MODEL NUMBER OF THE
 FIXTURES BEING USED WOULD GREATLY HELP IN PLAN REVIEW
 TIME. PLEASE KNOW THAT ALL ITEMS WILL REMAIN ON THIS
 COMMENT AS SOME ITEMS ARE LISTED AS SPAREPARTS WITH NO
 EXPLANATION AS TO WHAT THEY ARE.
  
 **DORNBRACHT, 28011979-00, TARA HANDSHOWER SET.
 **DORNBRACHT, 09110311-00, TARA SPAREPARTS.
 **DORNBRACHT, 09.14.10.026.90, TARA SPAREPARTS-SEAL.
 **DORNBRACHT, 092722003-00, TARA SPAREPARTS. **LACAVA,
 5057-001, TWIN UNDERMOUNT SINK. **LACAVA, 7100-11-CR,
 POLISHED CHROME P-TRAP. **TOTO MS854114SL, WH ULTRAMAX
 TOILET ADA.
  
 4. "OK" COMMENT ADDRESSED.
  
 5. "OK" COMMENT ADDRESSED.
  
 6. "OK" COMMENT ADDRESSED.
  
 7. "OK" COMMENT ADDRESSED.
  
 8. "OK" COMMENT ADDRESSED.
  
 ********IMPORTANT INFORMATION********
 WHEN RESUBMITTING PLANS, PLEASE PROVIDE A COPY OF THE
 OLD PLANS, CLEARLY INDICATE THE REVISION ON THE NEW
 PLANS, REMOVE AND 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
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 END OF COMMENTS:
  
 **PLEASE CALL IF THERE ARE ANY QUESTIONS.
  
 REVIEW BY: MIKE PERSON
 PLUMBING PLANS EXAMINER
 PHONE= (561) 805-6730
 FAX= (561) 805-6731
 E-MAIL= [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2008-09-12 Cont ID  
Sent By mperson Date 2008-09-15 Time 15:58 Rev Time 0.00
Received By mperson Date 2008-09-12 Time 15:58 Sent To G
Notes
2008-09-12 16:54:54PLUMBING PLAN REVIEW:
 DENIED:
  
 PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODES WITH
 2007 REVISIONS, CITY OF WEST PALM BEACH AMENDMENTS TO
 CHAPTER 1 (W.P.B.), FLORIDA ADMINISTRATIVE CODE
 (F.A.C.), AND FLORIDA STATUTES (F.S.).
  
 THE FOLLOWING CORRECTIONS/INFORMATION ARE REQUIRED FOR
 PLUMBING PLAN REVIEW TO MEET CODE COMPLIANCE.
  
 1. SHEET A102 BATH ROOM NUMBER 208 AND 214 INDICATE THE
 WATER CLOSET 1'-4" FROM THE SHOWER WALL TO THE
 CENTERLINE OF THE WATER CLOSETS IN A 30" MIN. SPACE
 PROVIDED FOR THE WATER CLOSET. THIS LEAVES 14" FROM
 CENTERLINE OF THE WATER CLOSET TO THE EDGE OF THE
 LAVATORY. PER CODE A MINIMUM OF 15" IS REQUIRED. WHY
 ISN'T THE WATER CLOSET CENTERED IN THE 30" SPACE AT
 1'-3" TO BE COMPLIANT? PER FBC-2004 PLUMBING SECTION
 405.3.1 WATER CLOSETS, URINALS, LAVATORIES AND BIDETS.
  
 2. SHEET A103 EXISTING GARAGE-PROPOSED SECOND FLOOR
 PLAN ROOM NUMBER 203 DOES NOT INDICATE THE PROPOSED BAR
 SINK THAT IS BEING INDICATED ON SHEET P201 GUEST HOUSE
 SANITARY RISER. PLEASE CORRELATE PLAN SHEET TO REFLECT
 THE PROPOSED BAR SINK. PER (W.P.B. AS AMENDED) SECTION
 106.1.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
  
 3. SHEET A400 PLUMBING FIXTURE SCHEDULE: PLEASE KNOW
 THAT THE FIXTURES IN THE SCHEDULE REQUIRE THIRD-PARTY
 TESTING AND CERTIFICATION. PLEASE KNOW THAT FIXTURES
 LISTED IN THE SCHEDULE ARE NOT COMMONLY USED FIXTURES
 SUCH AS KOHLER OR AMERICAN STANDARD AND AN ONLINE
 SEARCH BY THIS PLANS EXAMINER FAILED TO COME UP WITH
 THE REQUIRED THIRD PARTY TESTING AND CERTIFICATIONS.
 PROVIDE MANUFACTURE SPECIFICATION SHEETS WITH THIS
 INFORMATION. PER FBC-2004 PLUMBING SECTION 303.4
 THIRD-PARTY TESTING AND CERTIFICATION.
 NOTE: THE FOLLOWING IS A LIST OF FIXTURES AND COMPLIANT
 THIRD-PARTY TESING AND CERTIFICATION STANDARDS
 MANUFACTURE SHEETS MUST INDICATE PER THE FBC-2004
 PLUMBING CODE SECTIONS.
  
 A} BATHTUBS= SECTION 407.1 APPROVAL. BATHTUBS SHALL
 CONFORM TO ANSI Z124.1, ASME A112.19.1M, ASME
 A112.19.4M, ASME A112.19.9M, CSA B45.2, CSA B45.3 OR
 CSA B45.5.
  
 B} LAVATORIES= SECTION 416.1 APPROVAL. LAVATORIES SHALL
 CONFORM TO ANSI Z124.3, ASME A112.19.1M, ASME
 A112.19.2M, ASME A112.19.3M, ASME A112.19.4M, ASME
 A112.19.9M, CSA B45.1, CSA B45.2, CSA B45.3 OR CSA
 B45.4. GROUP WASH-UP EQUIPMENT SHALL CONFORM TO THE
 REQUIREMENTS OF SECTION 402 . EVERY 20 INCHES (508 MM)
 OF RIM SPACE SHALL BE CONSIDERED AS ONE LAVATORY.
 SECTION 416.2 CULTURED MARBLE LAVATORIES. CULTURED
 MARBLE VANITY TOPS WITH AN INTEGRAL LAVATORY SHALL
 CONFORM TO ANSI Z124.3 OR CSA B45.5.
  
 C} SHOWER= SECTION 417.1 APPROVAL. PREFABRICATED
 SHOWERS AND SHOWER COMPARTMENTS SHALL CONFORM TO ANSI
 Z124.2, ASME A112.19.9M OR CSA B45.5. SHOWER VALVES FOR
 INDIVIDUAL SHOWERS SHALL CONFORM TO THE REQUIREMENTS OF
 SECTION 424.4 .
  
 D} WATER CLOSET= SECTION 420.1 APPROVAL. WATER CLOSETS
 SHALL CONFORM TO THE WATER CONSUMPTION REQUIREMENTS OF
 SECTION 604.4 AND SHALL CONFORM TO ANSI Z124.4, ASME
 A112.19.2M, CSA B45.1, CSA B45.4 OR CSA B45.5. WATER
 CLOSETS SHALL CONFORM TO THE HYDRAULIC PERFORMANCE
 REQUIREMENTS OF ASME A112.19.6. WATER CLOSET TANKS
 SHALL CONFORM TO ANSI Z124.4, ASME A112.19.2, ASME
 A112.19.9M, CSA B45.1, CSA B45.4 OR CSA B45.5.
 ELECTRO-HYDRAULIC WATER CLOSETS SHALL COMPLY WITH ASME
 A112.19.13.
  
 E} FAUCETS AND OTHER FIXTURE FITTINGS SECTION 424.1
 APPROVAL. FAUCETS AND FIXTURE FITTINGS SHALL CONFORM TO
 ASME A112.18.1 OR CSA B125. FAUCETS AND FIXTURE
 FITTINGS THAT SUPPLY DRINKING WATER FOR HUMAN INGESTION
 SHALL CONFORM TO THE REQUIREMENTS OF NSF 61, SECTION 9.
 FLEXIBLE WATER CONNECTORS EXPOSED TO CONTINUOUS
 PRESSURE SHALL CONFORM TO THE REQUIREMENTS OF SECTION
 605.6 .
  
 F} SECTION 424.1.1 FAUCETS AND SUPPLY FITTINGS. FAUCETS
 AND SUPPLY FITTINGS SHALL CONFORM TO THE WATER
 CONSUMPTION REQUIREMENTS OF SECTION 604.4 .
  
 G} SECTION 424.1.2 WASTE FITTINGS. WASTE FITTINGS SHALL
 CONFORM TO ONE OF THE STANDARDS LISTED IN TABLES 702.1
 AND 702.4 FOR ABOVE-GROUND DRAINAGE AND VENT PIPE AND
 FITTINGS, OR THE WASTE FITTINGS SHALL BE CONSTRUCTED OF
 TUBULAR STAINLESS STEEL WITH A MINIMUM WALL THICKNESS
 OF 0.012 INCH (0.30 MM), TUBULAR COPPER ALLOY HAVING A
 MINIMUM WALL THICKNESS OF 0.027 INCH (0.69 MM) OR
 TUBULAR PLASTIC COMPLYING WITH ASTM F 409.
  
 H} SECTION 424.2 HAND SHOWERS. HAND-HELD SHOWERS SHALL
 CONFORM TO ASSE 1014 OR CSA B125.
  
 I} SECTION 424.3 SHOWER VALVES. SHOWER AND TUB-SHOWER
 COMBINATION VALVES SHALL BE BALANCED PRESSURE,
 THERMOSTATIC OR COMBINATION
 BALANCED-PRESSURE/THERMOSTATIC VALVES THAT CONFORM TO
 THE REQUIREMENTS OF ASSE 1016 OR CSA B125. SHOWER AND
 TUB-SHOWER COMBINATION VALVES AND MASTER THERMOSTATIC
 MIXING VALVES REQUIRED BY THIS SECTION SHALL BE
 EQUIPPED WITH A MEANS TO LIMIT THE MAXIMUM SETTING OF
 THE VALVE TO 120?F (49?C), WHICH SHALL BE FIELD
 ADJUSTED IN ACCORDANCE WITH THE MANUFACTURER?S
 INSTRUCTIONS.
  
 J} SECTION 424.4 HOSE-CONNECTED OUTLETS. FAUCETS AND
 FIXTURE FITTINGS WITH HOSE-CONNECTED OUTLETS SHALL
 CONFORM TO ASME A112.18.3M.
  
 K} SECTION 424.5 TEMPERATURE-ACTUATED, FLOW REDUCTION
 VALVES FOR INDIVIDUAL FIXTURE FITTINGS.
 TEMPERATURE-ACTUATED, FLOW REDUCTION DEVICES, WHERE
 INSTALLED FOR INDIVIDUAL FIXTURE FITTINGS, SHALL
 CONFORM TO ASSE 1062. SUCH VALVES SHALL NOT BE USED
 ALONE AS A SUBSTITUTE FOR THE BALANCED PRESSURE,
 THERMOSTATIC OR COMBINATION SHOWER VALVES REQUIRED IN
 SECTION 424.3 .
  
 L} SECTION 424.6 TRANSFER VALVES. DECK-MOUNTED
 BATH/SHOWER TRANSFER VALVES CONTAINING AN INTEGRAL
 ATMOSPHERIC VACUUM BREAKER SHALL CONFORM TO THE
 REQUIREMENTS OF ASME A112.18.7.
  
 4. SHEET P200 E.W.H. PIPING SCHEMATIC: PLEASE KNOW THAT
 THE "WATTS #288 ATMOSPHERIC VACUUM BREAKER" IS THE
 WRONG VALVE FOR A BOTTOM FED WATER HEATER. A "WATTS
 #N36 VACUUM RELIEF VALVE" IS THE CORRECT TYPE OF VALVE
 FOR A BOTTOM FED WATER HEATER. PER FBC-2004 PLUMBING
 SECTION 504.2 VACUUM RELIEF.
  
 5. SHEET P200 MAIN HOUSE WATER HEATER DETAIL NOTES #9:
 A VACUUM RELIEF VALVE IS REQUIRED FOR THE 80 GALLON
 STORAGE TANK NOT A VACUUM BREAKER. PLEASE CLEARLY
 INDICATE THIS REQUIRED VALVE ON THE RESUBMITTAL. PER
 FBC-2004 PLUMBING SECTION 504.2 VACUUM RELIEF.
  
 6. SHEET P200 MAIN HOUSE WATER HEATER DETAIL NOTES #8
 THE "AUTO AIR VENT-GRUNDHFUS YGE075T" LOCATION IS
 MISSING FROM THE DETAIL. CLEARLY INDICATE THE LOCATION
 OF THIS ITEM. PER FBC-2005 PLUMBING SECTION 501.1
 SCOPE.
  
 7. SHEET P201 MASTER BATH ROOM #205: DUE TO THE FIXTURE
 LAYOUT CHANGES OF THIS ROOM A COMPLETE SANITARY
 ISOMETRIC RISER DIAGRAM IS REQUIRED OF THE NEW PROPOSED
 MASTER BATH LAYOUT. PER FBC-2004 PLUMBING SECTION 701.1
 SCOPE, SECTION 901.1 SCOPE AND (W.P.B. AS AMENDED)
 SECTION 106.3.5.4 (9) PLUMBING.
  
 8. SHEET P201 MAIN HOUSE SANITARY RISER: A CLEANOUT IS
 REQUIRED FOR THE 3 INCH WASHING MACHINE STACK. CLEARLY
 INDICATE THE REQUIRED 3 INCH CLEANOUT FOR THE WASHING
 MACHINE STACK TO BE LOCATED A FOUR FEET ABOVE FINNISH
 FLOOR (4' A.F.F.) PER FBC-2004 PLUMBING SECTION 708.9
 ACCESS.
  
 ********IMPORTANT INFORMATION********
 WHEN RESUBMITTING PLANS, PLEASE PROVIDE A COPY OF THE
 OLD PLANS, CLEARLY INDICATE THE REVISION ON THE NEW
 PLANS, REMOVE AND 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
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 END OF COMMENTS:
  
 REVIEW BY: MIKE PERSON
 PLUMBING PLANS EXAMINER
 PHONE= (561) 805-6730
 FAX= (561) 805-6731
 E-MAIL= [email protected]
Review Stop Z ZONING
Rev No 3 Status P Date 2008-11-26 Cont ID  
Sent By mcruz Date 2008-11-26 Time 15:27 Rev Time 0.00
Received By mcruz Date 2008-11-25 Time 10:39 Sent To L
Notes
2008-11-26 15:27:20PASSED WITH PROVISO: THE CHIMNEY SHALL BE SETBACK A
 MINIMUM OF SIX (6) FEET FROM THE SOUTHERLY PROPERTY
 LINE AND MAY NOT PROJECT MORE THAN 18 INCHES INTO THE
 PROPERTY LINE AS NOTED IN THE DETAIL ON SHEET S100.
Review Stop Z ZONING
Rev No 2 Status F Date 2008-10-21 Cont ID  
Sent By mcruz Date 2008-10-21 Time 15:06 Rev Time 0.00
Received By mcruz Date 2008-10-21 Time 14:59 Sent To E
Notes
2008-10-21 15:05:58***ZONING FAILED***
  
 1. PLEASE PROVIDE ALL RESPONSES IN WRITING.
  
 2. PURSUANT TO THE CITY OF WEST PALM BEACH ZONING AND
 LAND DEVELOPMENT REGULATIONS (ZLDR), SECTION
 94-441(C)(2): AS THE VALUE OF THE PROPOSED WORK EXCEEDS
 50% OF THE STRUCTURE'S VALUE (LISTED AS "IMPROVEMENT
 VALUE" WITH THE P.B.C. PROPERTY APPRAISER'S OFFICE),
 LANDSCAPING SHALL BE IN COMPLIANCE WITH ALL APPLICABLE
 REGULATIONS FOUND IN ARTICLE XIV OF THE ZLDR.
  
 PLEASE SUBMIT TWO (2) COPIES OF A LANDSCAPE PLAN
 SHOWING COMPLIANCE WITH SECTIONS 94-442 AND 94-445 OF
 THE ZLDR.
  
 REPEAT COMMENT:
  
 3. THE BOUNDARY SURVEY INCLUDES THE PROPERTY TO THE
 SOUTH AS PART OF THE SUBJECT SITE. THE PBC PROPERTY
 APPRAISER'S RECORDS SHOW THAT THESE PARCELS ARE
 SEPERATE. PLEASE CLARIFY.
  
 FOR ADDITIONAL INFORMATION, THE ZONING AND LAND
 DEVELOPMENT REGULATIONS MAY BE VIEWED ONLINE AT
 WWW.MUNICODE.COM OR VISIT THE CITY OF WEST PALM BEACH
 PLANNING DEPARTMENT WEBSITE AT
 WWW.CITYOFWPB.COM/PLAN/INDEX.HTM.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO
 CONTACT ME.
  
 MAGGIE CRUZ, ASSOCIATE PLANNER
 PLANNING AND ZONING DEPARTMENT
 TEL: (561) 822-1444 OR (561) 805-6720
 E-MAIL: [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2008-09-09 Cont ID  
Sent By mcruz Date 2008-09-09 Time 10:33 Rev Time 0.00
Received By mcruz Date 2008-09-09 Time 10:23 Sent To I
Notes
2008-09-09 10:33:34**ZONING FAILED**
  
 1. PLEASE PROVIDE ALL RESPONSES IN WRITING.
  
 2. STATE EXACT SCOPE OF WORK ON BUILDING PERMIT
 DESCRIPTION, I.E., ANY ADDITIONS (TERRACE/CHIMNEY, IF
 APPLICABLE), DEMOLITIONS, LAYOUT CHANGE, INCREASING THE
 HEIGHT OF THE STRUCTURE, ETC.
  
 3. THE BOUNDARY SURVEY THAT WAS SUBMITTED INCLUDES THE
 PROPERTY NEXT DOOR AS PART OF THE SUBJECT SITE. THE PBC
 PROPERTY APPRAISERS RECORDS SHOW THAT THESE PARCELS ARE
 SEPARATE. PLEASE CLARIFY.
  
 4. INDICATE ON SURVEY THE SETBACK DIMENSIONS FROM ANY
 EXTERIOR IMPROVEMENTS TO ALL ADJACENT PROPERTY LINES.
  
 5. PLEASE INDICATE SQUARE FOOTAGE OF ALL IMPERMEABLE
 SURFACES (EXISTING AND PROPOSED) LOCATED WITHIN THE
 FRONT YARD (FROM FRONT PROPERTY LINE TO THE FRONT
 BUILDING FACADE).
  
 INDICATE WHETHER THE PROPOSED DRIVEWAY BRICK PAVERS ARE
 SEALED OR UNSEALED AND WHETHER THEY ARE SET IN SAND OR
 OVER CONCRETE. PURSUANT TO THE CITY OF WEST PALM BEACH
 ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDR), SECTION
 94-482: REQUIRED OFF-STREET PARKING SPACES FOR LESS
 THAN FOUR RESIDENTIAL DWELLING UNITS SHALL BE LOCATED
 ON THE PROPERTY ON WHICH THE UNITS ARE CONSTRUCTED.
 REQUIRED PARKING MAY BE LOCATED IN A FRONT YARD;
 HOWEVER, THE LESSER OF 1,000 SQUARE FEET OR 75 PERCENT
 OF THE FRONT YARD AREA MUST BE LANDSCAPED.
  
 6. INDICATE THE HEIGHT OF BOTH BUILDINGS ON ELEVATION
 PLANS. PURSUANT TO THE ZLDR, SECTION 94-72(A)(3):
 MAXIMUM BUILDING HEIGHT IN SINGLE FAMILY LOW DENSITY
 (SF7) RESIDENTIAL DISTRICT IS 30 FEET AND PURSUANT TO
 SECTION 94-304(B)(4), ACCESSORY STRUCTURES SHALL NOT
 EXCEED 25 FEET.
  
 7. CLARIFY WHETHER THE CHIMNEY IS EXISTING OR PROPOSED.
 IF PROPOSED, PURSUANT TO THE ZLDR, SECTION 305(B)(10):
 CHIMNEYS MAY NOT PROJECT NO MORE THAN 18 INCHES INTO
 ANY SETBACK.
  
 SHEET NO.: A203 INDICATES THE TOTAL HEIGHT INCLUDING
 THE CHIMNEY IS 34 FEET - 6 INCHES. PURSUANT TO THE
 ZLDR, SECTION 306(A): CHIMNEYS MAY EXCEED DISTRICT
 HEIGHT REQUIREMENTS BY ONLY TEN (10) PERCENT.
  
 8. IF PROPOSING TO INSTALL OR RELOCATE ANY A/C
 EQUIPMENT, INDICATE SETBACK DIMENSIONS TO ALL PROPERTY
 LINES. PURSUANT TO THE ZLDR, SECTION 94-305(B)(4):
 MECHANICAL EQUIPMENT MAY NOT PROJECT MORE THAN 4 FEET
 INTO A REQUIRED SETBACK.
  
 9. CORRELATE ALL SITE PLAN CHANGES.
  
 NOTE: THE SUBMITTAL OF THE REQUESTED INFORMATION MAY
 GENERATE ADDITIONAL COMMENTS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO
 CONTACT ME.
  
 MAGGIE CRUZ, ASSOCIATE PLANNER
 PLANNING AND ZONING DEPARTMENT
 TEL: (561) 822-1444 OR (561) 805-6720
 E-MAIL: [email protected]
  
  


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