Plan Review Details - Permit 03042122
Plan Review Stops For Permit 03042122
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-07-11 Cont ID  
Sent By jwitmer Date 2003-07-11 Time 09:48 Rev Time 1.50
Received By jwitmer Date 2003-07-11 Time 09:48 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-07-07 Cont ID  
Sent By shernand Date 2003-07-10 Time 11:45 Rev Time 0.00
Received By jwitmer Date 2003-07-07 Time 14:18 Sent To  
Notes
2003-07-07 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03042122
 ADD: 8025 CRANES POINTE WAY
 CONT: SHELDON FRIEFELD
 TEL: (561)722-5078
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED. MISSING REPORT
 A) CASEMENT WINDOW
  
 3) UPDATE PLANSIMPORTANT!!!!!!
 SHEET A-5 & A-6 INDICATE THE USE OF
 HUGHES & SEMCO PRODUCTS, UPDATE PLANS TO
 INDICATE 2003 CATALOG!!!!!
 1707.3.1 JOIST HANGERS, FRAMING
 ANCHORS & SIMILAR DEVICES SHALL BE TEST-
 ED IN ACCORDANCE W/ ASTM D 1761 & BE
 LABELED AND LISTED FOR THEIR LOAD CARRY-
 ING CAPACITY.
 1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23.
  
 4) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL I
 S NOT DEFINITEY KNOWN, OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL P
 ROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 5) PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-07-07 Cont ID  
Sent By jwitmer Date 2003-07-03 Time 12:00 Rev Time 1.50
Received By jwitmer Date 2003-07-03 Time 12:00 Sent To  
Notes
2003-07-03 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03042120
 ADD: 8016 CRANES POINTE WAY
 CONT: SHELDON FRIEFELD
 TEL: (561)722-5078
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED. MISSING REPORT:
  
 A) CASEMENT WINDOW
  
 3) UPDATE PLANS IMPORTANT!!!!!!!
 SHEET A_5 & A-6 INDICATE THE USE OF
 HUGHES & SEMCO PRODUCTS UPDATE PLANS TO
 INDICATE THE 2003 CATALOG!!!!!
 1707.3.1 JOIST HANGERS, FRAMING
 ANCHORS & SIMILAR DEVICES SHALL BE TEST-
 ED IN ACCORDANCE W/ ASTM D 1761 & BE
 LABELED AND LISTED FOR THEIR LOAD CARRY-
 ING CAPACITY.
 1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23.
  
 4) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL I
 S NOT DEFINITEY KNOWN, OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL P
 ROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 5) PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-06-02 Cont ID  
Sent By pkrauss Date 2003-05-22 Time 09:05 Rev Time 3.56
Received By jwitmer Date 2003-06-02 Time 14:18 Sent To  
Notes
2003-06-02 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03042122
 ADD: 8025 CRANES POINTE WAY
 CONT: SHELDON FRIEFELD INC
 TEL: (561)722-5078
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) SHEET A-1 WRONG CODE UNDER WIND LOADS
 PLANS INDICATE THE 1997 STANDARD BUILD-
 ING CODE.
  
 3)FIGURE 1606 WIND-BORNE DEBRIS
 REGION; INDICATES THAT W.P.B. CITY OF IS
 LOCATED IN THE 140 MPH ZONE. PLANS ARE
 TO INDICATE THIS.
  
 4)FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 5)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
  
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
  
 6) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED. MISSING REPORTS:
 A) CASEMENT WINDOWS
 B) MULLIONS: REPORT SUBMITTED LOW PRES
 SURES FOR MULLION SIZE 1"X4" FOR THE
 LIVING ROOM OPENING. IMPACT RESISTANT!
 C) GARAGE DOOR: A COMPLETE REPORT W/
 ASSOCIATED TECHNICAL DRAWINGS.
  
 7) SHEET A-1 WIND LOADS SHOW POSITIVE
 PRESSURES IN THE NEGATIVE COLUMN.
  
 8) BEDROOM# 2 INDICATES USE OF CASEMENT
 WINDOWS, NO MANUFACTURER GIVEN, NO PRO-
 DUCT TESTING REPORTS TO INDICATE SIZE,
 MAY NOT MEET EGRESS REQUIREMENTS ONCE
 MANUFACTURER IS KNOWN.
 2001 FL BLD CODE, 1005.4:
 PROVIDE EMERGENCY EGRESS WINDOWS IN
 SLEEPING ROOMS WITH A MINIMUM NET CLEAR
 OPENING HEIGTH OF 24" AND NET CLEAR
 OPENING WIDTH OF 20" AND A NET CLEAR
 OPENING AREA OF 5.7 SQ.FT. GROUND FLOOR
 OPENINGS ARE PERMITTED TO HAVE A NET
 CLEAR OPENING OF 5.0 SQ. FT. SILL HEIGTH
 SHALL NOT BE MORE THAN 44 " ABOVE THE
 FINISH FLOOR.
  
 9) LIBRARY/ DEN WINDOWS UNCLEAR AS TO
 THE TYPE OF WINDOW BELOW THE ARCH, IS TH
 IS FIXED, IF USED FOR A SLEEPING ROOM
 1005.4 MUST BE MET!!!!!
  
 10)FL BLD CODE 2405.2 HAZARDOUS LOCATION
 PROVIDE SAFETY GLASS FOR THIS LOCATION:
 MASTER BATH - TUB.
  
 11) INDICATE WHAT TYPE OF INSULATION
 WILL BE USED ON ADJACENT WALLS GARAGE TO
 A/C SPACE.2X4, 2X6, 16C/C, OR 24"C/C?
  
 12) FL ACCESSIBILITY CODE SINGLE FAMILY
 DWELLINGS REQUIRE 1 BATHROOM WITH A MIN-
 IMUM 29" CLEAR OPENING 11-4.23.2.
  
 13) UPDATE PLANS!!!!!IMPORTANT!!!!!
 SHEET A-5 & A-6 INDICATE THE USE OF
 HUGHES AND SEMCO PRODUCTS. UPDATE PLANS
 USING THE CURRENT 2003 CATALOGS!!!!!!
 1707.3.1 JOIST HANGERS, FRAMING
 ANCHORS & SIMILAR DEVICES SHALL BE TEST-
 ED IN ACCORDANCE W/ ASTM D 1761 & BE
 LABELED AND LISTED FOR THEIR LOAD CARRY-
 ING CAPACITY.
 1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23.
 RE-EVALUATE TRUSS ANCHOR SCHEDULE!!!!
  
 VALUES THAT WERE ACCEPTABLE UNDER THE
 1997 SBC HAVE BEEN REDUCED UNDER THE
 2001 FL CODE. THE 2003 USP CATOLOG INDI-
 CATES THE NEW REDUCED VALUES. SIMPSON
 INDICATES THE REDUCED VALUES IN THE 2003
 HIGH WIND CATALOG!!!!!!!!!
  
 14)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 INDICATE MINIMUM SOILS CAPACITY?
  
 15)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.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)659-8096 X 8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-06-25 Cont ID  
Sent By btrobaug Date 2003-06-25 Time 17:38 Rev Time 0.50
Received By btrobaug Date 2003-06-25 Time 17:07 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-05-14 Cont ID  
Sent By shernand Date 2003-06-25 Time 10:56 Rev Time 0.50
Received By btrobaug Date 2003-05-14 Time 07:05 Sent To P
Notes
2003-05-14 00:00:00 
 UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE MAKE THE FOLLOWING CHANGES FOR
 CODE COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 1} SHOW THE LOCATIONS OF THE SERVICE
 EQUIPMENT ON THE DRAWINGS.
  
 2} THE GROUNDING ELECTRODE CONDUCTOR
 MUST BE A #2 PER 250-66 AND CONTINUOUS
 PER 250-64(C).
  
 3} ADD RECEPTACLE IN THE BREAKFAST AREA
 PER 201-52(A)(1).
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-08-06 Cont ID  
Sent By alange Date 2003-08-06 Time 15:16 Rev Time 0.00
Received By alange Date 2003-08-06 Time 15:16 Sent To P
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-07-10 Cont ID  
Sent By shernand Date 2003-07-10 Time 11:45 Rev Time 0.00
Received By shernand Date 2003-07-10 Time 11:45 Sent To B
Notes
2003-07-10 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-06-25 Cont ID  
Sent By shernand Date 2003-06-25 Time 10:56 Rev Time 0.00
Received By shernand Date 2003-06-25 Time 10:56 Sent To E
Notes
2003-06-25 00:00:00BT DESK
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-04-28 Cont ID  
Sent By shernand Date 2003-04-28 Time 10:37 Rev Time 0.00
Received By shernand Date 2003-04-28 Time 10:37 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-05-22 Cont ID  
Sent By kstevens Date 2003-06-30 Time 08:51 Rev Time 0.25
Received By pkrauss Date 2003-05-22 Time 09:05 Sent To B
Notes
2003-05-22 00:00:00PROVISO: MECHANICAL PERMIT 03042142
  
 1.PROVIDE FRESH AIR CALCULATIONS AT
 ROUGH INSPECTION:
 NATURAL - 2001 FBC(M) 402.2
 MECHANICAL - 2001 FBC(M) TABLE 403.3
  
 2.IDENTFY LAUNDRY ROOM AS CONFINED OR
 UNCONFINED SPACE AS PER 2001 FBC(M) 702
 OR 703 FOR GAS DRYER INSTALLATION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 3 Status P Date 2003-08-12 Cont ID  
Sent By kstevens Date 2003-08-12 Time 08:06 Rev Time 0.50
Received By kstevens Date 2003-08-12 Time 08:06 Sent To  
Notes
2003-08-12 00:00:00REVISION OK - REVERSED HOUSE LAYOUT -
 OK PER L. HATTON
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-06-30 Cont ID  
Sent By alange Date 2003-08-06 Time 15:16 Rev Time 0.33
Received By kstevens Date 2003-06-30 Time 08:51 Sent To M
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-05-17 Cont ID  
Sent By btrobaug Date 2003-06-25 Time 17:38 Rev Time 0.33
Received By kstevens Date 2003-05-17 Time 07:29 Sent To M
Notes
2003-05-17 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
 1) SANITARY RISER DIAGRAM DOES NOT MEET
 CODE REQUIREMENTS. - BIDET IN MASTER
 BATH IS NOT VENTED. KITCHEN SINK IS
 MISLABELED AS LAV. - DISHWASHER SHALL
 TIE IN UPSTREAM OF TRAP. - WASH MACHINE
 SHALL TIE IN DOWNSTREAM OF LAUNDRY SINK,
 (NOT ON L/SINK WASTE ARM, AND REQUIRES A
 TRAP AND A STANDPIPE. - CLEAN OUT SHALL
 BE LOCATED 4' ABOVE FINISHED FLOOR ABOVE
 WASH MACHINE.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
 (561) 805-6721
 FAX (561) 653-2692
Review Stop Z ZONING
Rev No 1 Status P Date 2003-04-30 Cont ID  
Sent By shernand Date 2003-04-28 Time 10:37 Rev Time 0.00
Received By sgraham Date   Time   Sent To E
Notes
***NONE***


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