Plan Review Details - Permit 19120856
Plan Review Stops For Permit 19120856
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-11-19 Cont ID  
Sent By jbrooks Date 2020-11-19 Time 09:32 Rev Time 0.00
Received By jbrooks Date 2020-11-19 Time 09:09 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2020-08-11 Cont ID  
Sent By jbrooks Date 2020-08-11 Time 08:41 Rev Time 0.00
Received By jbrooks Date 2020-08-11 Time 08:41 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-01-17 Cont ID  
Sent By dbattles Date 2020-01-17 Time 12:38 Rev Time 0.00
Received By dbattles Date 2020-01-17 Time 10:02 Sent To  
Notes
2020-01-17 12:39:03BUILDING REVIEW COMMENTS:
  
 W.P.B. PERMIT: 19120856
 REVIEWED: JANUARY 17, 2020
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
 FLORIDA BUILDING CODE,6TH EDITION (2017)
 FBC[AMENDED] = 2017 CHAPTER 1 WPB AMENDMENTS (SEE LINK
 BELOW)
 HTTPS://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/
 BUILDING-PERMIT-FORMS
 FBC[B] = FBC BUILDING
 FBC[EXISTING] = FBC EXISTING BUILDING
 FBC[A] = FBC ACCESSIBILITY
 FBC[E] = FBC ENERGY CONSERVATION
 FBC[R] = FBC RESIDENTIAL
  
 1) 501.1.1 FBC[RE] ADDITIONS, ALTERATIONS, OR REPAIRS:
 GENERAL. ADDITIONS, ALTERATIONS, OR REPAIRS TO AN
 EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF
 SHALL COMPLY WITH SECTION R502, R503 OR R504. UNALTERED
 PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY
 SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CODE.
 - PROVIDE PERFORMANCE BASED ENERGY CALCULATIONS TO
 INCLUDE NEW CLOSET AND ANY ADJUSTMENTS IN FENESTRATION.
 IF USING PRESCRIPTIVE THAN NOTE THAT ON PLANS AND AND
 R-VALUES AT WALLS/CEILINGS AND INCLUDE SHGF FOR NEW
 OPENINGS.
  
 2) 503.1.1 FBC[E] BUILDING ENVELOPE ASSEMBLIES THAT ARE
 PART OF THE ALTERATION SHALL COMPLY WITH SECTION
 R402.1.2 OR R402.1.4, SECTIONS R402.2.1 THROUGH
 R402.2.13, R402.3.1, R402.3.2, R402.4.3 AND R402.4.5
 - IN-FILL DETAILS SHOULD SHOW INSULATION TO BE USED.
  
 3) 107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT APPROVALS FOR
 ACCESS DOORS INTO GARAGE AND ROLLUP GARAGE DOOR, OR
 INDICATE THAT YOU WOULD LIKE THEM DEFERRED.
  
 4) 107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT APPROVALS FOR
 ROOFING, OR INDICATE THAT YOU WOULD LIKE THEM DEFERRED.
  
 5) 107.3.4.1 FBC[AMENDED] SUBMIT TRUSS SHOP DRAWINGS TO
 THE BUILDING INSPECTOR PRIOR TO INSTALLATION.
 - THE TRUSS SUBMITTAL CAN BE APPROVED NOW IF PUT IN
 SUPPORTING DOCUMENTS AS A SUBMITTAL, OR IT CAN BE
 DEFERRED. IF DEFERED THE TRUSS PACKAGE NEEDS TO BE
 REVIEWED BY BUILDING INSPECTOR PRIOR TO INSTALLATION.
  
 -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW
 EACH COMMENT IS BEING ADDRESSED.
  
 -WHEN RESUBMITTING, PROVIDE TWO IDENTICAL COLLATED SETS
 OF DOCUMENTS FOR ISSUANCE. OLD SHEETS (BOTH SETS)
 SHOULD BE RETAINED IN THE PACKAGE; PLEASE DO NOT
 DISCARD ANY DOCUMENTS. THEY SHOULD BE BOUND TOGETHER
 SEPARATELY FROM THE TWO ISSUANCE SETS AND MARKED "VOID"
 OR "OLD SHEETS". PLEASE DO NOT STAMP THE PLANS VOID AS
 APPLICANTS ARE INADVERTENTLY STAMPING SHEETS THAT WE
 NEED "VOID", RENDERING THEM NOT USABLE.
  
 PLEASE FEEL FREE TO CONTACT ME AT 561-805-6718 (M-F
 8-5) TO DISCUSS COMMENTS, OR E-MAIL ANYTIME
 [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-08-17 Cont ID  
Sent By ppetty Date 2020-08-17 Time 09:17 Rev Time 0.00
Received By ppetty Date 2020-08-17 Time 09:17 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-01-03 Cont ID  
Sent By jpearson Date 2020-01-03 Time 14:39 Rev Time 0.00
Received By jpearson Date 2020-01-03 Time 09:58 Sent To  
Notes
2020-01-03 14:39:50CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE RISER DIAGRAM OF EXISTING SERVICE. NEC
 215.5; WPB FBC 107.2.1
 2. PROVIDE PANEL SCHEDULE INDICATING ANY NEW OR ALTERED
 CIRCUITS, THE WIRE AND BREAKER SIZE FOR THESE CIRCUITS,
 AND AFCI OR GFCI PROTECTION WHERE APPLICABLE TO COMPLY
 WITH CODE. NEC 210.8, 210.12, 210.19, 210.20, 215.5,
 408.4; WPB FBC 107.3.5; FBC RE E3706.2, E3902
 3. PROVIDE ACCURATE LOAD CALCULATION FOR SERVICE,
 INCLUDE EXISTING AND NEW LOADS TO CONFIRM CAPACITY OF
 SERVICE IS ADEQUATE. NEC 215.2, 220, 408.30; FBC RE
 E3602.2
 4. SMOKE ALARMS MUST BE INSTALLED AT LEAST 3 FEET FROM
 BATHROOM DOOR, 3 FEET FROM CEILING FANS, AND 3 FEET
 FROM ANY MECHANICAL DUCT. PROVIDE CORRECTIONS. FBC RE
 R314.3(4), NFPA 72:29.8.3.4
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, PROVIDE A RESPONSE LETTER ADDRESSING EACH
 ITEM ALONG WITH THE CITY RESUBMITTAL FORM.
 ADDITIONALLY, INSERT CORRECTED PAGES INTO THE ORIGINAL
 SUBMITTAL AND REMOVE THE PREVIOUSLY REVIEWED SHEETS.
 ONE COPY OF THE PREVIOUSLY REVIEWED SHEETS SHOULD
 REMAIN IN PACKAGE AND BE MARKED OLD SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-11-19 Cont ID  
Sent By jbrooks Date 2020-11-19 Time 09:32 Rev Time 0.00
Received By jbrooks Date 2020-11-17 Time 16:35 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-08-29 Cont ID  
Sent By pvalenti Date 2020-08-29 Time 07:57 Rev Time 0.00
Received By pvalenti Date 2020-08-14 Time 11:56 Sent To  
Notes
2020-08-12 12:16:41ROUTED TO R28
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-01-17 Cont ID  
Sent By dbattles Date 2020-01-17 Time 12:42 Rev Time 0.00
Received By dbattles Date 2019-12-19 Time 13:31 Sent To  
Notes
2019-12-20 13:31:59R28
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2020-01-17 Cont ID  
Sent By dbattles Date 2020-01-17 Time 12:41 Rev Time 0.00
Received By dbattles Date 2020-01-17 Time 10:02 Sent To  
Notes
2020-01-17 12:42:12CARPORT CONVERSION INTO CLOSED GARAGE ADDS NO SQ.
 FOOTAGE.
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2020-08-14 Cont ID  
Sent By pvalenti Date 2020-08-14 Time 13:54 Rev Time 0.00
Received By pvalenti Date 2020-08-14 Time 13:54 Sent To  
Notes
2020-08-14 13:56:15PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 MECHANICAL REVIEW APPROVED AS NEW SHEETS WERE SUBMITTED
 NOT AFFECTING MECHANICAL REVIEW RESULTS.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2020-01-16 Cont ID  
Sent By ccole Date 2020-01-16 Time 15:58 Rev Time 0.00
Received By ccole Date 2020-01-16 Time 15:58 Sent To  
Notes
2020-01-16 16:01:02 
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2020-08-14 Cont ID  
Sent By lcrespo Date 2020-08-14 Time 12:11 Rev Time 0.00
Received By lcrespo Date 2020-08-14 Time 12:11 Sent To  
Notes
2020-08-14 12:12:0808/14/20 REVIEWED FOR CODE COMPLIANCE (PLUMBINGL)
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-12-31 Cont ID  
Sent By lcrespo Date 2019-12-31 Time 18:08 Rev Time 0.00
Received By lcrespo Date 2019-12-31 Time 07:41 Sent To  
Notes
2019-12-31 18:09:5612/31/2019 1ST PLUMBING REVIEW **DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. WASHING MACHINE DRAIN LINE ON TWO IS MAY NOT BE
 PROPERLY SIZED AS NEWER UNITS REQUIRE A 3" STAND PIPE
 DRAINING INTO A 3" HORIZONTAL BRANCH DEW TO THE AMOUNT
 OF WATER BEING PUMPED OUT, PLEASE REFER TO THE
 MANUFACTURES SPECIFICATION PER THE WPB AMENDMENTS TO
 THE FBC SEC. 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS.
  
 2. PLEASE SUBMIT A SLAB REPAIR DETAIL FOR REVIEW AND
 ONCE APPROVED HAVE TWO COPIES AT THE JOB SITE. SHOW THE
 WIDTH OF THE REPAIR, THE MINIMUM THICKNESS OF THE
 CONCRETE TO BE REPLACED, AND THE PSI OF THE CONCRETE.
 SHOW THE SIZE AND LENGTH OF THE DOWELS, THE MINIMUM
 EMBEDMENT DEPTH INTO THE EXISTING SLAB, THE ANCHORING
 MATERIAL FOR THE DOWELS AND THE SPACING OF THE DOWELS
 ON CENTER. THE REPAIR SHALL ALSO INCLUDE TERMITE
 TREATMENT OF THE SOIL AND THE REQUIRED VAPOR BARRIER
 OVER WELL-COMPACTED SOIL. A COPY OF THE TERMITE
 CERTIFICATE SHALL BE ONSITE FOR A FINAL INSPECTION.
  
 2017 FBC-RESIDENTIAL SECTION R318.1.1. IF SOIL
 TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION,
 THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE
 FOUNDATION PERIMETER SHALL BE DONE AFTER ALL
 EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE.
  
 2017 FBC-RESIDENTIAL SECTION R402.2. CONCRETE SHALL
 HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OFF ?C,
 AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO MODERATE
 OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1)
 SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2.
 THE MAXIMUM WEIGHT OF FLY ASH, OTHER POZZOLANS, SILICA
 FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED IN
 CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR
 EXTERIOR PORCHES, CARPORT SLABS AND STEPS THAT WILL BE
 EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE
 PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS
 MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318.
 MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF
 SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN
 CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332.
  
 2017 FBC-RESIDENTIAL SECTION R404.1.3.3.7.1. STEEL
 REINFORCEMENT SHALL COMPLY WITH THE REQUIREMENTS OF
 ASTM A615, A706, OR A996. ASTM A996 BARS PRODUCED FROM
 RAIL STEEL SHALL BE TYPE R. IN BUILDINGS ASSIGNED TO
 SEISMIC DESIGN CATEGORY A, B OR C, THE MINIMUM YIELD
 STRENGTH OF REINFORCING STEEL SHALL BE 40,000 PSI
 (GRADE 40) (276 MPA). IN BUILDINGS ASSIGNED TO SEISMIC
 DESIGN CATEGORY D0, D1 OR D2, REINFORCING STEEL SHALL
 COMPLY WITH THE REQUIREMENTS OF ASTM A706 FOR LOW-ALLOY
 STEEL WITH A MINIMUM YIELD STRENGTH OF 60,000 PSI
 (GRADE 60) (414 MPA).
  
 2017 FBC-RESIDENTIAL SECTION R501.2 REQUIREMENTS. FLOOR
 CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL
 LOADS IN ACCORDANCE WITH SECTION R301 AND OF
 TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING
 STRUCTURAL ELEMENTS.
  
 2017 FBC-RESIDENTIAL SECTION R506.1 GENERAL. CONCRETE
 SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND CONSTRUCTED
 IN ACCORDANCE WITH THE PROVISIONS OF ACI 332 AND THIS
 SECTION. FLOORS SHALL BE A MINIMUM OF 3 1/2 INCHES (89
 MM) THICK (FOR EXPANSIVE SOILS, SEE SECTION R403.1.8).
 THE SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SHALL BE
 AS SET FORTH IN SECTION R402.2.
  
 2017 FBC-RESIDENTIAL SECTION R506.2.3 VAPOR RETARDER A
 6-MIL (0.006 INCHES; 152 ?M) POLYETHYLENE OR APPROVED
 VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6
 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE
 FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE
 WHERE NO BASE COURSE EXISTS.
 EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE
 FOLLOWING:
 1. GARAGES, UTILITY BUILDINGS, AND OTHER UNHEATED
 ACCESSORY STRUCTURES.
 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS
 THAN 70 SQUARE FEET (6.5 M2) AND CARPORTS.
 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT
 LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE.
 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON
 LOCAL SITE CONDITIONS.
  
  
 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.
  
  
 LUIS A. CRESPO
 PLUMBING INSPECTOR /
 PLUMBING PLAN REVIEW
 AVAILABLE FROM 1:00 PM TO 4:00 PM
 [email protected]
 561-805-6720
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2020-08-14 Cont ID  
Sent By pvalenti Date 2020-08-14 Time 14:41 Rev Time 0.00
Received By pvalenti Date 2020-08-14 Time 14:41 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2020-01-17 Cont ID  
Sent By dbattles Date 2020-01-17 Time 12:39 Rev Time 0.00
Received By dbattles Date 2020-01-17 Time 10:02 Sent To  
Notes
2020-01-17 12:39:33SEE BUILDING COMMENT #4
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-11-30 Cont ID  
Sent By shill Date 2020-11-30 Time 06:55 Rev Time 0.00
Received By shill Date 2020-11-30 Time 06:55 Sent To  
Notes
2020-11-30 06:56:06ADDED TO SIGNATURE FOLDER
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-11-19 Cont ID  
Sent By medwards Date 2020-11-19 Time 17:15 Rev Time 0.00
Received By medwards Date 2020-11-19 Time 17:15 Sent To  
Notes
2020-11-19 17:16:40DESIGNER WILL NEED TO SUBMIT DIGITALLY SIGNED AND
 SEALED DRAWINGS.
  
 PER THE WPB AMENDMENTS TO THE FBC, EACH SHEET OF PLAN
 (INCLUDING THE SUPPORTING DOCUMENTS) IS REQUIRED TO BE
 SIGNED AND SEALED BY THE PERSON RESPONSIBLE FOR THE
 DESIGN. A DIGITAL PLAN REQUIRES A DIGITAL SIGNATURE
 WITH THE PROPER THIRD PARTY VERIFICATION. PROVIDE
 CORRECTION. ALTERNATIVELY, A SIGNED/SEALED PAPER SET
 MAY BE SUPPLIED TO THE BUILDING DEPARTMENT WHEN ALL
 TRADES ARE APPROVED. WPB FBC 107.1; FS 471/481
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop Z ZONING
Rev No 3 Status P Date 2020-11-18 Cont ID  
Sent By awooten Date 2020-11-18 Time   Rev Time 0.00
Received By awooten Date 2020-11-18 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2020-08-26 Cont ID  
Sent By awooten Date 2020-08-26 Time   Rev Time 0.00
Received By awooten Date 2020-08-24 Time 16:01 Sent To  
Notes
2020-08-26 14:39:37**************************ZONING REVIEW
 FAILED*******************************
  
 PROVIDE A COPY OF THE SURVEY FOR THE PROPERTY.
  
 DRIVEWAY REQUIRES A SEPARATE PERMIT. THE DRIVEWAY APRON
 WIDTH CANNOT EXCEED 20 FEET.
  
 IT APPEARS THAT THE FRONT AND THE REAR SETBACKS HAVE
 BEEN SWITCHED ON SITE PLAN. PLEASE CORRECT.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 2020-01-09 Cont ID  
Sent By rfalcone Date 2020-01-09 Time 11:19 Rev Time 0.00
Received By rfalcone Date 2020-01-09 Time 11:19 Sent To I
Notes
***NONE***


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