Plan Review Details - Permit 07120561
Plan Review Stops For Permit 07120561
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-01-16 Cont ID  
Sent By rmcdouga Date 2008-01-16 Time 08:08 Rev Time 0.00
Received By rmcdouga Date 2008-01-16 Time 08:08 Sent To  
Notes
2008-01-15 09:40:122004 FBC W/2007 REVISIONS
 LEVEL 3 ALTERATIONS
  
 DENIED BY BUILDING
  
 1)A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) SHOW COMPLIANCE WITH R320.7 PROTECTION AGAINST DECAY
 AND TERMITES.
 ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305
 MM) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY
 UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS.
  
 3) ONE SET OF PLANS HAS NOT BEEN SIGNED, SEALED AND
 DATED BY THE ARCHITECT AND ENGINEER AS REQUIRED BY FS.
 481 AND 471.
  
 4) DETAIL A ON S1 AND THE FRAMING NOTES ON S2 SPECIFY
 3/4" PLYWOOD SHEATHING. THE SECTIONS ON A5.1 AND THE
 NOTE BELOW THE ROOF FRAMING PLAN SPECIFY 1/2" PLYWOOD.
 PLEASE CLARIFY. FBC 106.1.1* CITY AMENDMENTS
  
 5) THE PRODUCT APPROVAL NOA THAT WAS SUBMITTED FOR THE
 SINGLE HUNG WINDOWS ARE FOR SMALL MISSILE IMPACT ONLY.
 R301.2.1.2 REQUIRES WINDOWS IN WIND-BOURNE DEBRIS
 REGIONS ARE REQUIRED TO MEET THE LARGE MISSILE IMPACT
 TEST OF ASTM E 1996 AND ASTM E 1886, SSTD 12 OR TAS
 201, 202 AND 203, OR AAMA 506 REFERENCED THEREIN.
  
 6) SHOW COMPLIANCE WITH R311.5.1 WIDTH.
 STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES (914 MM) IN
 CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL
 HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT.
 HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES (114
 MM) ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM
 CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL
 HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE
 LESS THAN 31.5 INCHES (787 MM) WHERE A HANDRAIL IS
 INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE
 HANDRAILS ARE PROVIDED ON BOTH SIDES.
  
 7) THE CURRENT EDITION OF THE BUILDING CODE IS THE 2004
 FBC WITH 2007 REVISIONS. PLEASE CORRECT PLANS.
  
 - ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2008-01-04 Cont ID  
Sent By btrobaug Date 2008-01-04 Time 12:15 Rev Time 0.00
Received By btrobaug Date 2008-01-03 Time 16:37 Sent To M
Notes
2008-01-04 12:15:07 
  
  
 APPLICATION # 07120561
 ELECTRICAL PLAN REVIEW
 229 10TH STREET
 1/4/08
 WEST PALM BEACH, FL.
  
 THIS REVIEW WAS DONE UNDER THESE CURRENT CODE CYCLES:
  
 THE 2004 FLORIDA BUILDING CODE, 2006 REVISIONS, 2004
 RESIDENTIAL BUILDING CODE, 2005 NEC, NFPA-72 2002,
 NFPA-101 2003, 2004 FBC AS AMENDED, CHAPTER 1, AND
 FOUND NONCOMPLIANT WITH THE FOLLOWING:
 ARTICLES REFERENCED ARE 2005 NEC UNLESS OTHERWISE
 NOTED. SHEET E-1, UNLESS OTHERWISE NOTED.
  
 1} THE RISER DIAGRAM INDICATES A METER FEEDING A 150
 AMP MAIN BREAKER PANEL WITH A NOTE ?IN SLAB?. THE FLOOR
 PLAN SEEMS TO INDICATE THE METER FEEDING A DISCONNECT
 WITH PANEL BACK TO BACK WITH THE METER. CORRELATE TO
 SHOW THE DESIGNERS ACTUAL INTENT.
  
 2} REGARDING THE LOAD CALCULATIONS, THE GARAGE DOOR
 OPENERS INCORRECTLY SHOW THE NEUTRAL LOAD ON A 120VOLT,
 SINGLE PHASE CIRCUIT@ 50%, THE REFRIGERATOR WITH NO
 NEUTRAL LOAD, THE POOL HEATER 240 VOLTS WITH A FULL
 5000VA NEUTRAL LOAD. SEE 220.61(A).
  
 3} PER 210.11(C) (1) SMALL-APPLIANCE BRANCH CIRCUITS IN
 ADDITION TO THE NUMBER OF BRANCH CIRCUITS REQUIRED BY
 OTHER PARTS OF THIS SECTION, TWO OR MORE 20-AMPERE
 SMALL-APPLIANCE BRANCH CIRCUITS SHALL BE PROVIDED FOR
 ALL RECEPTACLE OUTLETS SPECIFIED BY 210.52(B). ONLY ONE
 IN THE CALCULATION AND ON THE PANEL SCHEDULE.
  
 4} CIRCUIT # 22/24 POOL HEATER, THE 40 AMP OCP IS TOO
 LARGE FOR THE #10 CONDUCTORS, SEE310.16-30 AMP.
  
 5} THE GARAGE RECEPTACLES MUST BE GFI PROTECTED PER
 210.8(A)(2).
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 WTROBAUGH
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-01-16 Cont ID  
Sent By rmcdouga Date 2008-01-16 Time 08:08 Rev Time 0.00
Received By rmcdouga Date 2007-12-21 Time 16:44 Sent To  
Notes
2007-12-21 16:44:27SENT TO ZONING SINGLE FAMILY RACK MMILLER
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2008-01-04 Cont ID  
Sent By tgordon Date 2008-01-04 Time 15:35 Rev Time 0.35
Received By tgordon Date 2008-01-04 Time 15:35 Sent To P
Notes
2008-01-04 15:38:51PLAN REVIEW UNDER THE 2004 FLORIDA BUILDING CODE &
 REFERENCED 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.).
  
 *** DENIED ***
 1) ONE SET OF PLANS NEEDS TO BE SIGNED AND SEALED BY
 THE ARCHITECT, SEE FAC 61G1-16.003.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729
 E-MAIL; [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2008-01-04 Cont ID  
Sent By mperson Date 2008-01-04 Time 16:24 Rev Time 0.00
Received By mperson Date 2008-01-04 Time 16:24 Sent To B
Notes
2008-01-04 16:47:39PLAN 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.).
  
 PLUMBING PLAN REVIEW:
 DENIED:
  
 THE FOLLOWING CORRECTIONS/INFORMATION ARE REQUIRED FOR
 PLUMBING PLAN REVIEW TO MEET CODE COMPLIANCE.
  
 1. SHEET P-1 PLUMBING RISER: PER FBC-2004 CHAPTER 1,
 SECTION 106.3.5.4 RESIDENTIAL (ONE AND TWO-FAMILY)
 PLEASE SUBMIT A PLUMBING SANITARY ISOMETRIC RISER
 DIAGRAM INDICATING ALL WASTE, VENTS, TRAPS AND SIZES
 WITH CLEANOUT LOCATIONS. **NOT ALL PIPES OR TRAPS ARE
 SIZED, PLEASE COMPLY ON THE RESUBMITTAL.
  
 2. SHEET P-1 PLUMBING RISER: THE FOLLOWING IS REQUIRED
 FOR THE WASHING MACHINE.
  
 (A) 406.3 WASTE CONNECTIONS.THE TRAP AND
 FIXTURE DRAIN FOR AN AUTOMATIC CLOTHES
 WASHER SHALL BE A MINIMUM OF 2 INCHES
 (51MM) IN DIAMETER. THE AUTOMATIC
 CLOTHES WASHER FIXTURE DRAIN SHALL
 CONNECT TO A BRANCH DRAIN OR DRAINAGE
 STACK A MINIMUM OF 3 INCHES (76MM) IN
 DIAMETER.
  
 (B) 802.4 STANDPIPES.STANDPIPES SHALL BE INDIVIDUALLY
 TRAPPED. STANDPIPES SHALL
 EXTEND A MINIMUM OF 18 INCHES (457MM)
 AND A MAXIMUM OF 42 INCHES (1066MM)
 ABOVE THE TRAP WEIR. ACCESS SHALL BE
 PROVIDED TO ALL STANDPIPES AND DRAINS
 FOR RODDING. **PLEASE INDICATE THE REQUIRED STANDPIPE
 ON THE RESUBMITTAL.
  
 (C) 708.7 MINIMUM SIZE. CLEANOUTS SHALL
 BE THE SAME NOMINAL SIZE AS THE PIPE
 THEY SERVE UP TO 4 INCHES (102MM). **CLEANOUT FOR THE
 WASHING MACHINE SHALL BE 3".
  
 (D) 708.9 ACCESS. ACCESS SHALL BE
 PROVIDED TO ALL CLEANOUTS. **CLEANOUT FOR THE WASHING
 MACHINE SHALL BE LOCATED AT 4' A.F.F.
  
 3. SHEET P-1 PLUMBING RISER: THE FOLLOWING IS REQUIRED
 FOR THE NEW LAV WASTE STACK.
  
 (A) 708.3.4 BASE OF STACK. A CLEANOUT
 SHALL BE PROVIDED AT THE BASE OF EACH
 WASTE OR SOIL STACK.
 EXCEPTIONS:
 ?P? TRAP CONNECTIONS WITH SLIP JOINTS OR GROUND
 JOINT CONNECTIONS, OR STACK CLEANOUTS THAT ARE NOT MORE
 THAN ONE PIPE DIAMETER SMALLER THAN THE DRAIN SERVED,
 SHALL BE PERMITTED.
  
 4. SHEET P-1 1ST FLOOR PLAN: PLEASE CORRELATE THE VENT
 THRU ROOF LOCATIONS WITH THE PLUMBING RISER. THE VENT
 THRU ROOF IS BEING INDICATED ON THE NEW LAV STACK
 HOWEVER THE PLUMBING RISER IS INDICATING THE VENT THRU
 ROOF ON THE EXISTING SINK STACK. PER SECTION *106.1.1,
 INFORMATION ON CONSTRUCTION DOCUMENTS AND SECTION
 *901.1, SCOPE.
  
 5.NOTE: ALL PLANS, SPECIFICATIONS, AND ACCOMPANYING
 DATA BEING FILED FOR PUBLIC RECORD SHALL CONTAIN THE
 PRINTED NAME OF THE RESPONSIBLE PERSON WITH THE
 ORIGINAL SIGNATURE AND DATE ON SUCH INFORMATION. PER
 SECTION *106.3.4.3.
 IF THE DESIGN PROFESSIONAL IS AN ARCHITECT OR
 ENGINEER, THEN HE OR SHE SHALL AFFIX HIS OR HER
 OFFICIAL SEAL, SIGNATURE AND DATE TO SAID DRAWINGS, PER
 FLORIDA STATUTES 481 AND 471 RESPECTIVELY. **ONE SET OF
 PLANS NOT SIGNED, SEALED AND DATED BY THE DESIGN
 PROFESSIONAL.
  
 ********IMPORTANT INFORMATION********
 WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION
 AND REMOVE & 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.
 NOTE: THERE IS ONLY ONE CORRECTED DRAWING
 IN RED INK ON THE INDICATED PLAN SHEETS BY THIS PLANS
 EXAMINER FOR REFERENCE FOR THE
 RESUBMITTAL.
  
 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 1 Status F Date 2008-01-02 Cont ID  
Sent By mflis Date 2008-01-02 Time 11:43 Rev Time 0.00
Received By mflis Date 2008-01-02 Time 11:43 Sent To E
Notes
2008-01-02 11:46:47ZONING REVIEW: FAILED
  
 1) PLEASE PROVIDE COPIES OF SURVEY; ARCH PLANS
 INDICATED ONE WAS CREATED FOR THE PROPERTY IN OCTOBER
 2007; COPIES WILL BE NECESSARY TO CONFIRM BUILDING
 LOCATION, DRIVES, AND PAVING AREAS.
 2) PLEASE INIDCATE PROPERTY LINES IN RELATIONSHIP TO
 ANY EXTERIOR MECHANCIAL EQUIPMENT (A/C) TO CONFIRM
 SETBACKS.
 3) ELEVATIONS SEEM TO INDICATE NO CHANGES EXCEPT FOR
 REPLACEMENT OF WINDOWS, STUCCO AND OTHER REPAIR WORK.
 PLEASE CONFIRM.
  
 MATT FLIS - 822-1445


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