Plan Review Details - Permit 05031469
Plan Review Stops For Permit 05031469
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status P Date 2006-04-06 Cont ID  
Sent By shill Date 2006-04-06 Time 10:39 Rev Time 0.00
Received By shill Date 2006-04-06 Time 10:39 Sent To  
Notes
2006-04-06 00:00:00TRUSS ENGINEERING PREPARED BY S.WALSH
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status F Date 2006-03-18 Cont ID  
Sent By shill Date 2006-03-18 Time 11:05 Rev Time 0.00
Received By shill Date 2006-03-18 Time 11:05 Sent To  
Notes
2006-03-18 00:00:00****CORRECTIONS****
 ****TRUSS ENGINEERING****
 ****THIRD REVIEW****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2001
 FBC* CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC2001
  
 FROM PREVIOUS LISTS:
  
 1.)ADDRESSED.
  
 2.)ADDRESSED.
  
 3.)THE SEAL IS TO STATE "LICENSE", NOT
 "CERTIFICATE".THIS IS REQUIRED
 EFFECTIVE JANUARY 1, 2006,
 FAC61G15-23.001(1).SEE THE INFORMATION
 ON THE FBPE WEBSITE, WWW.FBPE.ORG.
  
 NOT ADDRESSED.PLEASE CONTACT FBPE IF
 YOU HAVE QUESTIONS OR OBJECTIONS.
  
 4.)ALL SUBMITTALS ARE TO BE REVIEWED
 BY DESIGNER OF RECORD.TRUSS
 ENGINEERING IS REQUIRED TO BE REVIEWED
 BY STRUCTURAL ENGINEER OF RECORD
 FAC61G15-31.003(2).
  
 NOT ADDRESSED.PLEASE HAVE STRUCTURAL
 ENGINEER REVIEW AS REQUIRED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status F Date 2006-02-16 Cont ID  
Sent By shill Date 2006-02-16 Time 14:18 Rev Time 0.00
Received By shill Date 2006-02-16 Time 14:18 Sent To  
Notes
2006-02-16 00:00:00****CORRECTIONS****
 ****TRUSS ENGINEERING****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2001
 FBC* CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC2001
  
 FROM PREVIOUS LIST:
  
 1.)PROVIDE A SIGNED AND SEALED TRUSS
 PLACEMENT PLAN.
  
 THIS WAS PROVIDED BUT THE INFORMATION
 REQUIRED BY FAC61G15-23.002 (TITLE
 BLOCK) IS NOT ON THE PLAN.
  
 2.)SOME OF THE TRUSS ENGINEERING
 SHEETS ARE NOT SEALED.THE SHEETS
 APPEAR TO BE PHOTOCOPIES.ORIGINAL
 SIGNED, SEALED AND DATED ENGINEERING
 REQUIRED.
  
 NOT ADDRESSED PROPERLY.SIGNATURE STILL
 APPEARS TO BE A PHOTOCOPY.SOME SHEETS
 NOT SEALED.THE COVER PAGE WAS SIGNED
 AND SEALED.IF THIS IS TO SERVE AS AN
 INDEX SHEET, IT IS TO COMPLY WITH
 FAC61G15-31.003.
  
 NEW COMMENT:
  
 3.)THE SEAL IS TO STATE "LICENSE", NOT
 "CERTIFICATE".THIS IS REQUIRED
 EFFECTIVE JANUARY 1, 2006,
 FAC61G15-23.001(1).SEE THE INFORMATION
 ON THE FBPE WEBSITE, WWW.FBPE.ORG.
  
 4.)ALL SUBMITTALS ARE TO BE REVIEWED
 BY DESIGNER OF RECORD.TRUSS
 ENGINEERING IS REQUIRED TO BE REVIEWED
 BY STRUCTURAL ENGINEER OF RECORD
 FAC61G15-31.003(2).
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2006-01-11 Cont ID  
Sent By shill Date 2006-01-11 Time 16:52 Rev Time 0.50
Received By shill Date 2006-01-11 Time 16:52 Sent To  
Notes
2006-01-11 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2001
 FBC* CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC2001
  
 1.)PROVIDE A SIGNED AND SEALED TRUSS
 PLACEMENT PLAN.
  
 2.)SOME OF THE TRUSS ENGINEERING
 SHEETS ARE NOT SEALED.THE SHEETS
 APPEAR TO BE PHOTOCOPIES.ORIGINAL
 SIGNED, SEALED AND DATED ENGINEERING
 REQUIRED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2005-12-25 Cont ID  
Sent By shill Date 2005-12-25 Time 18:54 Rev Time 0.50
Received By shill Date 2005-12-25 Time 18:54 Sent To  
Notes
2005-12-25 00:00:00REVISED LS1, A1, A3, A12
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2005-09-22 Cont ID  
Sent By shill Date 2005-09-22 Time 23:28 Rev Time 2.00
Received By shill Date 2005-09-22 Time 23:28 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2005-08-14 Cont ID  
Sent By shill Date 2005-08-14 Time 11:41 Rev Time 0.50
Received By shill Date 2005-08-14 Time 11:41 Sent To  
Notes
2005-08-14 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2001
 FBC* CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC2001
  
 1.)SUBMIT ORIGINALS FOR THE ROOF
 ENGINEERING.
  
 2.)SUBMIT STATE OR LOCAL PRODUCT
 APPROVALS FOR THE CONNECTORS FAC9B72.
  
 3.)THE NOC IS EXPIRED (OVER 90 DAYS
 WITHOUT COMMENCING WORK), FS713.13(2).
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2005-07-25 Cont ID  
Sent By shill Date 2005-07-25 Time 17:03 Rev Time 1.00
Received By shill Date 2005-07-25 Time 17:03 Sent To  
Notes
2005-07-25 00:00:00***PROVISO***
 SUBMIT ORIGINAL ROOF ENGINEERING
  
 SUBMIT SHEET S3 AS A REVISION WITH
 CONNECTORS COMPLIANT WITH FAC9B72
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2005-07-23 Cont ID  
Sent By shill Date 2005-07-23 Time 22:49 Rev Time 2.00
Received By shill Date 2005-07-23 Time 21:55 Sent To  
Notes
2005-07-23 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2001
 FBC* CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC2001
  
 1.)THE NOC IS EXPIRED, OVER 90 DAYS
 WITHOUT COMMENCING WORK, FS713.13(2).
 PLEASE RERECORD TO GET A NEW RECORDING
 DATE.
  
 THE FOLLOWING COMMENTS ARE FROM THE
 PREVIOUS REVIEW (KEEPING THE SAME
 COMMENT NUMBERS):
  
 7.)REGARDING THE ROOF PRODUCT APPROVAL
 SUBMITTED:
  
 A. PAGE 11 OF 107 OF THE BUTLER ROOF
 SYSTEM SUBMITTED STATES THAT THE SYSTEM
 HAS A 36 PSF MAXIMUM ALLOWABLE UPLIFT.
 THE WEBSITE WWW.FLORIDABUILDING.ORG HAS
 A DIFFERENT DOCUMENT (104 PAGES),
 DIFFERENT PRODUCT NAME.THE PAPERWORK
 SUBMITTED DOES NOT APPEAR CODE
 COMPLIANT.THE ENGINEER?S RESPONSE IN
 REGARDS TO ENHANCED FASTENING IN ZONES 2
 AND 3 IS ACKNOWLEDGED BUT I AM UNABLE TO
 LOCATE THE DESIGN PRESSURES OF 41 AND
 76.8.PLEASE HIGHLIGHT UPLIFTS IN THE
 PRODUCT APPROVAL, AND SUBMIT PAPERWORK
 CONSISTENT WITH THE STATE WEBSITE, SO
 THAT CODE COMPLIANCE CAN BE DETERMINED.
  
 B. THE PAPERWORK SUBMITTED DOES NOT
 MATCH THE FLORIDA STATE PRODUCT
 APPROVAL.
  
 C. IF A CODE COMPLIANT PRODUCT APPROVAL
 IS NOT SUBMITTED PRIOR TO PERMIT
 ISSUANCE, THE ROOF SUB PERMIT WILL BE
 VOIDED AND A SEPARATE PERMIT WILL BE
 REQUIRED.
  
 ENGINEER PROVIDED SHEET 9 OF 107 WHICH
 SHOWS -41 FOR A 4' SPAN.HOWEVER, THE
 PAPERWORK SUBMITTED IS STILL NOT THE
 SAME AS ON THE STATE WEBSITE FOR THIS
 APPROVAL.
  
 ENGINEERING FOR THE ENHANCED FASTENING
 FOR ZONES 2 AND 3 ARE REQUIRED TO BE
 SIGNED & SEALED ORIGINALS.THE TITLE
 BLOCK IS TO INCLUDE ALL INFORMATION
 REQUIRED BY FAC61G15-23.002.
  
 9.)SEE PREVIOUS LIST, ITEM #8.
 FLORIDA STATE OR LOCAL PRODUCT APPROVAL
 REQUIRED FOR STRUCTURAL COMPONENTS,
 FAC9B72.IF YOU ARE GOING TO INSTALL A
 TESTED/ENGINEERED PRODUCT REQUIRING
 PRODUCT APPROVAL NOT IN ACCORDANCE WITH
 MANUFACTURER'S SPECIFICATIONS ON THE
 WEBSITE, A LOCAL PRODUCT APPROVAL IS
 REQUIRED.ALSO, ALPINE CANNOT CHANGE
 THE SPECIFICATION FOR SIMPSON.I HAVE
 SPOKEN WITH JIM MAMOLA OF ONM&J AND HAVE
 EMAILED THE STATE TO CONFIRM MY
 UNDERSTANDING AND TO GET THIS RESOLVED
 WITH ONM&J.AS DISCUSSED WITH JIM
 MAMOLA, IF THIS ISSUE DOES NOT GET
 RESOLVED PRIOR TO PERMIT ISSUANCE THE
 PERMIT WILL BE ISSUED WITH A PROVISO
 THAT THE TRUSS TIE DOWN SCHEDULE BE
 REVISED.
  
 THE SIMPSON CONNECTORS DO NOT HAVE
 FLORIDA STATE APPROVAL FOR THIS
 APPLICATION.THEY ARE ALSO NOT INCLUDED
 IN THE SIMPSON CATALOG FOR LIGHT GAGE
 METAL TRUSSES, SEE ATTACHED (OR SEE
 CATALOG ONLINE AT STRONG-TIE.COM).IT
 WAS MY UNDERSTANDING WITH JIM MAMOLA
 THAT THIS WOULD BE A PROVISO ITEM, BUT
 SHEET S3 HAS BEEN REVISED AND THE
 TRANSMITTAL LETTER STATES THAT THIS HAS
 BEEN ADDRESSED.ALL CONNECTORS REQUIRE
 FLORIDA STATE OR LOCAL PRODUCT APPROVAL.
  
  
 10.)A 4X FEE IS REQUIRED TO BE CHARGED
 FS553.80(2)(B).
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-06-29 Cont ID  
Sent By shill Date 2005-06-29 Time 10:52 Rev Time 5.00
Received By shill Date 2005-06-27 Time 17:13 Sent To  
Notes
2005-06-29 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2001
 FBC* CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC2001
  
 1.)A NOTICE OF COMMENCEMENT MUST BE
 FILED WITH THE CLERK OF COURTS BEFORE A
 PERMIT CAN BE ISSUED.
  
 2.)PLEASE PROVIDE THE IMPACT FEE
 RECEIPT (ONLY THE BILL WAS IN THE
 PACKAGE).
  
 3.)SEE PREVIOUS LIST, ITEM #4,
 FBC3206.2, SIDEWALK OBSTRUCTION NOT
 ALLOWED.THE GATE WAS CHANGED ON A1 TO
 BE SLIDING BUT SP1 STILL SHOWS THE GATE
 OVER THE SIDEWALK.
  
 4.) THE HANDRAIL EXTENSIONS ARE SHOWN AT
 42IN AT THE STAIR LANDINGS ON A1.
 PLEASE SEE FBC11-4.9.4, CHAPTER 11
 FIGURE 19, FBC1007.5.5.EXTENSIONS NOT
 SHOWN ON 4-A8 OR A1.
  
 5.)THE STAIR RAIL SERVES AS A
 GUARDRAIL (FBC1015.1) AND IS TO BE NOT
 LESS THAN 42IN HIGH, FBC1015.2, A1.
  
 6.)SECTION 2-A8 SHOULD BE REVISED TO
 ELIMINATE THE LAUNDRY CHUTE (STILL SHOWS
 THE CHUTE OPENING INTO AN EXIT ACCESS
 CORRIDOR FBC705.2.4.3).IF THE LAUNDRY
 CHUTE IS TO REMAIN, PLEASE ADD IT TO THE
 FLOOR PLAN AND COMPLY WITH FBC705.2.4.3.
  
 7.)REGARDING THE ROOF PRODUCT APPROVAL
 SUBMITTED:
  
 A. PAGE 11 OF 107 OF THE BUTLER ROOF
 SYSTEM SUBMITTED STATES THAT THE SYSTEM
 HAS A 36 PSF MAXIMUM ALLOWABLE UPLIFT.
 THE WEBSITE WWW.FLORIDABUILDING.ORG HAS
 A DIFFERENT DOCUMENT (104 PAGES),
 DIFFERENT PRODUCT NAME.THE PAPERWORK
 SUBMITTED DOES NOT APPEAR CODE
 COMPLIANT.THE ENGINEER?S RESPONSE IN
 REGARDS TO ENHANCED FASTENING IN ZONES 2
 AND 3 IS ACKNOWLEDGED BUT I AM UNABLE TO
 LOCATE THE DESIGN PRESSURES OF 41 AND
 76.8.PLEASE HIGHLIGHT UPLIFTS IN THE
 PRODUCT APPROVAL, AND SUBMIT PAPERWORK
 CONSISTENT WITH THE STATE WEBSITE, SO
 THAT CODE COMPLIANCE CAN BE DETERMINED.
  
 B. THE PAPERWORK SUBMITTED DOES NOT
 MATCH THE FLORIDA STATE PRODUCT
 APPROVAL.
  
 C. IF A CODE COMPLIANT PRODUCT APPROVAL
 IS NOT SUBMITTED PRIOR TO PERMIT
 ISSUANCE, THE ROOF SUB PERMIT WILL BE
 VOIDED AND A SEPARATE PERMIT WILL BE
 REQUIRED.
  
 8.)THE DETAILS DATED 9/02/02 PROVIDED
 BY ALPINE FOR THE SIMPSON CONNECTORS
 SHOW A STRESS INCREASE FOR STEEL.THIS
 IS NOT ALLOWED FBC1609.4.3(2).SIMPSON
 AND USP HAVE REVISED THEIR CATALOG.
  
 9.)SEE PREVIOUS LIST, ITEM #8.
 FLORIDA STATE OR LOCAL PRODUCT APPROVAL
 REQUIRED FOR STRUCTURAL COMPONENTS,
 FAC9B72.IF YOU ARE GOING TO INSTALL A
 TESTED/ENGINEERED PRODUCT REQUIRING
 PRODUCT APPROVAL NOT IN ACCORDANCE WITH
 MANUFACTURER?S SPECIFICATIONS ON THE
 WEBSITE, A LOCAL PRODUCT APPROVAL IS
 REQUIRED.ALSO, ALPINE CANNOT CHANGE
 THE SPECIFICATION FOR SIMPSON.I HAVE
 SPOKEN WITH JIM MAMOLA OF ONM&J AND HAVE
 EMAILED THE STATE TO CONFIRM MY
 UNDERSTANDING AND TO GET THIS RESOLVED
 WITH ONM&J.AS DISCUSSED WITH JIM
 MAMOLA, IF THIS ISSUE DOES NOT GET
 RESOLVED PRIOR TO PERMIT ISSUANCE THE
 PERMIT WILL BE ISSUED WITH A PROVISO
 THAT THE TRUSS TIE DOWN SCHEDULE BE
 REVISED.
  
 10.)SEE ATTACHED FS553.80(2)(B).
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-05-12 Cont ID  
Sent By shill Date 2005-05-12 Time 17:04 Rev Time 6.00
Received By shill Date 2005-05-12 Time 09:24 Sent To PC
Notes
2005-05-12 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2001
 FBC* CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC2001
  
 1.) A NOTICE OF COMMENCEMENT MUST BE
 FILED WITH THE CLERK OF COURTS BEFORE A
 PERMIT CAN BE ISSUED.
  
 2.) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY.THE PLANS MUST BE STAMPED
 AND THE RECEIPT ATTACHED TO THE
 APPLICATION.
  
 3.)THE SQUARE FOOTAGE ON THE ENERGY
 CALC IS DIFFERENT FROM THE AREA
 CALCULATIONS.
  
 4.)FBC3206.2, SIDEWALK OBSTRUCTION NOT
 ALLOWED.THE GATE SWINGS OVER THE
 PUBLIC SIDEWALK, SP1.
  
 5.)FBC 304, GYMNASIUM IS ASSEMBLY
 OCCUPANCY.PLANS SHOW A GYM ON THE
 SECOND FLOOR.SHOW OCCUPANCY SEPARATION
 REQUIRED BY FBC TABLE 704.1 (2 HOUR);
 REVISE LS1.
  
 6.)ADDITIONAL FEES DUE, SEE ATTACHED
 (RADON).
  
 7.) A8 SHOWS A 1 HR TENANT SEPARATION
 BETWEEN THE GYM AND 1ST FLOOR.A 2 HR
 (OCCUPANCY) SEPARATION REQUIRED.
  
 8.)THE SIMPSON AND ALPINE CONNECTORS
 SPECIFIED ARE FOR WOOD TRUSSES.
 FAC9B72, IF YOU ARE GOING TO SPECIFY AND
 INSTALL A TESTED/ENGINEERED PRODUCT
 REQUIRING A PRODUCT APPROVAL NOT IN
 ACCORDANCE WITH THE MANUFACTURER?S
 SPECIFICATIONS, APPLY FOR A LOCAL
 PRODUCT APPROVAL AND ENGINEERING/TEST
 REPORTS.WWW.FLORIDABUILDING.ORG FOR
 MORE INFORMATION.
  
 9.)THE NOA FOR THE METAL ROOF REQUIRES
 ENGINEERED ENHANCED FASTENING IN THE
 PERIMETER AND CORNER ZONES.
  
 10.)THE NOA FOR THE METAL ROOF IS FOR
 WOOD DECKS.SUBMIT A LOCAL PRODUCT
 APPROVAL AND ENGINEERING IF YOU WISH TO
 USE THIS PRODUCT IN THIS APPLICATION, OR
 SUBMIT PAPERWORK IN ACCORDANCE WITH YOUR
 JOB CONDITIONS.
  
 11.)PROVIDE PRODUCT APPROVALS FOR THE
 FIXED GLASS WINDOWS.
  
 12.)OPENINGS WITHIN 10 FEET OF THE
 EXTERIOR STAIR ARE TO HAVE ? HOUR
 ASSEMBLIES.OPENINGS ON BOTH THE NORTH
 AND WEST ELEVATIONS APPEAR TO BE
 AFFECTED.NOTE ON PLAN (DOOR #27,
 AFFECTED WINDOWS) AND SUBMIT APPROPRIATE
 PRODUCT APPROVALS/FIRE RATING
 INFORMATION.
  
 13.)FBC 705.2.4.3, ACCESS OPENINGS TO
 LAUNDRY CHUTES SHALL NOT BE LOCATED IN
 EXIT ACCESS CORRIDORS (2ND FLOOR).
  
 14.)I WAS UNABLE TO LOCATE DOOR #24 ON
 THE PLAN.PLEASE PROVIDE DIRECTION AND
 PRODUCT APPROVAL IF THIS IS ON THE PLAN.
  
 15.)PROVIDE A DETAIL FOR THE STAFF
 LOUNGE SINK, FBC11-4.24.
  
 16.)HANDRAIL REQUIRED BOTH SIDES,
 EXTERIOR STAIR, FBC1007.5.2.
  
 17.)PROVIDE DESIGN CRITERIA FOR
 HANDRAILS AND GUARDRAILS, FBC1608.2.
  
 18.)THE STAIR HANDRAILS, A10, REQUIRE
 EXTENSIONS AT TOP AND BOTTOM
 FBC1007.5.5.
  
 19.)THE DOORS IN A SERIES, VESTIBULE
 (124), SHEET A1, ARE TO COMPLY WITH
 FBC11 FIGURE 26.
  
 20.)PROVIDE A DETAIL FOR THE GUARDRAIL
 AND HANDRAIL FOR THE EXTERIOR STAIRS.
  
 21.)IDENTIFY THE FIRE RATED WALL IN
 ACCORDANCE WITH FBC704.2.1.4.
  
  
  
  
Review Stop E ELECTRICAL
Rev No 6 Status P Date 2006-08-21 Cont ID  
Sent By dpalmer Date 2006-08-21 Time 07:26 Rev Time 0.00
Received By dpalmer Date 2006-08-21 Time 07:05 Sent To PC
Notes
2006-08-21 00:00:00GEN AS-BUILTS/ REVSIONS.
  
 GEN /ATS IS NOT UNDER THIS PERMIT.
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2006-06-12 Cont ID  
Sent By dpalmer Date 2006-06-12 Time 13:44 Rev Time 0.00
Received By dpalmer Date 2006-06-12 Time 13:44 Sent To PC
Notes
2006-06-12 00:00:00REV TO FLR LAYOUT
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2005-12-21 Cont ID  
Sent By dpalmer Date 2005-12-21 Time 17:14 Rev Time 0.00
Received By dpalmer Date 2005-12-21 Time 17:14 Sent To  
Notes
2005-12-21 00:00:00REDLINED.
  
 GEN/ ATS NOT IN SCOPE OF THIS PERMIT.
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2005-07-12 Cont ID  
Sent By dpalmer Date 2005-07-12 Time 20:27 Rev Time 0.33
Received By dpalmer Date 2005-07-12 Time 20:27 Sent To  
Notes
2005-07-12 00:00:00PLANS NOTED FOR GENERATOR/ATS/FUEL TANK
 TO BE INSTALLED UNDER SEPARATE PERMITS.
 NOTED AS "FUTURE" BY ENGINEER.
  
 PLANS ALSO NOTED BY ENGINEER, LIGHTNING
 PROTECTION SYSTEM TO BE UNDER SEPARATE
 PERMIT AND INSTALLED PER NFPA-780.
  
 ELECTRICAL PLANS STAMPED.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2005-06-29 Cont ID  
Sent By dpalmer Date 2005-06-29 Time 15:22 Rev Time 2.00
Received By dpalmer Date 2005-06-29 Time 13:55 Sent To  
Notes
2005-06-29 00:00:00********UNSAT *******
  
 PLEASE SEE SOME NOTES FROM PREVIOUS
 REVIEW.
  
 1)NOTE: NOTE #1, NO, PLEASE SEE
 GENERATOR IS NOTED AS BEING FUTURE,
 HOWEVER PLEASESEE ATS IS STILL BEING
 SHOWN AS BEING INSTALLED AND NO SPECS
 ETC WERE SUBMITTED FOR THIS.?215.5,
 225.36
  
 2)NOTE: NOTE #2, NO, PLEASE SEE RESPONSE
 LTR MENTIONS LIGHTNING PROTECTION SHALL
 BE SUBMITTED UDNER SEPARATE PERMIT,
 HOWEVER, LIGHTING DEVICES ETC ARE STILL
 BEING SHOWN ON PLANS??
 SEE PREVIOUS NOTE.
  
 3)NOTE:PLEASE SEE DOOR SWINGS ON E-1 ,AT
 GEN/ ELECTRICAL RM AREA.
 PLEASE CORRELATE WITH E-2 , AND A-1.
  
 PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER REVIEWER(S) WHICH MAY AFFECT
 ELECTRICAL PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW REVISED SHEETS INTO
 COMPLETE SETS FOR REVIEW AND STAMPING.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2005-04-18 Cont ID  
Sent By dpalmer Date 2005-04-18 Time 12:22 Rev Time 1.00
Received By dpalmer Date 2005-04-18 Time 12:00 Sent To  
Notes
2005-04-18 00:00:00********** UNSAT **************
  
 1)NOTE" PLEASE SEE IF GENERATOR IS GOING
 TO BE INCLUDED UNDER BASE BLDG PERMIT,
 PLEASE SUBMIT ALL MANUFACTURE SPEC
 SHEETS FOR GENERATOR, ATS, SUB BASE FUEL
 TANK.
 IF NOT UNDER BASE BLDG, THIS WILL BE
 REQUIRED TO BE UNDER A SEPARATE PERMIT.
  
 2)NOTE: PLEASE KNOW, IF "LIGHTING
 PROTECTION" IS ALSO GOING TO BE UNDER
 THE BASE BLDG ELECTRICAL PERMIT, PLEASE
 SHOW DETAILS FOR RODS, CONNECTIONS, ETC.
 IF SYSTEM IS GOING TO BE INSTALLED BY A
 LIGHTING PROTECTION SUB-CONTRACTOR, THEN
 SYSTEM CAN BE SHOWN ON PLANS, HOWEVER IT
 WILL REQUIRED A SEPARATE PERMIT.
 PLEASE BE SURE TO SEE NFPA-780 FOR
 SYSTEMS WHICH APPROVED AND RECOGNIZED
 AND APPROVED BY NFPA.
  
 3)NOTE: PLEASE SEE 600.5 FOR REQUIRED
 SIGN CIRCUIT.
  
 4)NOTE: PLEASE SEE AWG FOR AHU SHOWN AS
 #12, ON 50A OCP.
 424.3,240.4,310.16
  
 5)NOTE: PLEASE CLARIFY LOCATION OF GFI
 PER 210.63
  
 6)NOTE: PLEASE CLARIFY SIZE OF AWG FOR
 INSTA-HOT ON PANEL "G". 8.3KW, W/ 30A
 OCP AND #12?
 240.4,310.16
  
 7)NOTE: PLEASE CLARIFY, TOP LEFT CORNER
 OF EACH PANEL, "PANEL TYPE" ALL SHOWN AS
 ITE ETC, HOWEVER, PANEL "L: MENTIONS
 VERIFY W/ TEKTRON???
  
 PLEASE SEE OTHER POSSIBLE COMMENTS FROM
 OTHER REVIEWERS WHICH MAY AFFECT
 ELECTRICAL PLANS.
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2005-05-05 Cont ID  
Sent By mamini Date 2005-05-05 Time 09:50 Rev Time 1.00
Received By mamini Date 2005-05-05 Time 09:50 Sent To  
Notes
2005-05-05 00:00:00PASSED WITH PROVISOS:
  
 1. PLEASE NOTE THAT CIVIL PLANS MUST
 REVIEWED AND APPROVED BY THE PUBLIC
 UTILITIES AND ENGINEERING FOR ALL THE
 CONNECTIONS TO THE CITY SERVICES,
 CONTACT MANNY GONZALEZ, 494-1085.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2005-12-22 Cont ID  
Sent By mwennerg Date 2005-12-22 Time 15:35 Rev Time 0.00
Received By mwennerg Date 2005-12-22 Time 15:34 Sent To  
Notes
2005-12-22 00:00:00REVISION DATED 11/15/05
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2005-08-03 Cont ID  
Sent By mwennerg Date 2005-08-03 Time 11:09 Rev Time 0.00
Received By mwennerg Date 2005-08-03 Time 11:09 Sent To  
Notes
2005-08-03 00:00:00PLANS APPROVED PREVIOUSLY
  
 STAMPED ON 8/3/05
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2005-06-20 Cont ID  
Sent By mcarsill Date 2005-06-20 Time 13:24 Rev Time 0.00
Received By mcarsill Date 2005-06-20 Time 13:24 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2005-04-28 Cont ID  
Sent By mwennerg Date 2005-04-28 Time 13:36 Rev Time 0.00
Received By mwennerg Date 2005-04-28 Time 13:35 Sent To  
Notes
2005-04-28 00:00:001) ALL CONSTRUCTION, ALTERATION AND
 DEMOLITION TO COMPLY WITH NFPA 241.
  
 2) PLEASE NOTE THAT THE BUILDING IS
 DESCRIBED AS A TWO STORY STRUCTURE THAT
 IS 55' IN HEIGHT. SHEET #LS1.
  
 3) THE DOOR SWING APPEARS TO OBSTRUCT
 MORE THAN 1/2 THE WIDTH OF THE CORRIDOR.
 SHEET #LS1.- 1ST FLOOR
  
 4) EMERGENCY LIGHTING APPEARS TO BE
 MISSING IN EGRESS AREAS ON BOTH FLOORS.
  
 5) DRAWINGS DON'T SHOW LOCATIONS OF FIRE
 HYDRANTS.
  
 7) THE DOUBLE CHECK DETECTOR ASSEMBLY
 SHALL BE SECURED WITH A CHAIN AND LOCK
 IN ADDITION TO ELECTRONIC SUPERVISION.
  
 8) SEPARATE SHOP DRAWINGS AND PERMITS
 ARE REQUIRED FOR FIRE SPRINKLER/FIRE
 ALARM SYSTEMS.
  
 9) NEW BUILDINGS ARE REQUIRED TO BE
 MONITORED BY A UL LISTED CENTRAL STATION
 SERVICE.
  
 10) PLEASE PROVIDE THE LOCATION OF THE
 FIRE DEPARTMENT CONNECTION. IT SHALL BE
 LOCATED NOT MORE THAN 150' FROM THE
 CLOSEST HYDRANT
  
  
 MIKE WENNERGREN, A/CAPTAIN
 WPBFR(561) 835-2910 OR 805-6722
Review Stop I INCOMING/PROCESSING
Rev No 16 Status N Date 2006-09-07 Cont ID  
Sent By adarroug Date 2006-09-07 Time 14:15 Rev Time 0.00
Received By adarroug Date 2006-09-07 Time 14:15 Sent To M
Notes
2006-09-07 00:00:00TO "M" BOX/SUBMITTAL
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Rev No 15 Status N Date 2006-08-18 Cont ID  
Sent By adarroug Date 2006-08-18 Time 15:13 Rev Time 0.00
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Notes
2006-08-18 00:00:00TO "DPALMER" DESK/REV
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Rev No 14 Status N Date 2006-08-18 Cont ID  
Sent By adarroug Date 2006-08-18 Time 13:39 Rev Time 0.00
Received By adarroug Date 2006-08-18 Time 13:39 Sent To M
Notes
2006-08-18 00:00:00TO "M" BOX/REV
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Rev No 13 Status N Date 2006-06-08 Cont ID  
Sent By adarroug Date 2006-06-08 Time 16:21 Rev Time 0.00
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Notes
2006-06-08 00:00:00TO "DPALMER" DESK/REV
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Rev No 12 Status N Date 2006-03-27 Cont ID  
Sent By adarroug Date 2006-03-27 Time 16:10 Rev Time 0.00
Received By adarroug Date 2006-03-27 Time 16:10 Sent To B
Notes
2006-03-27 00:00:00TO "SHILL" DESK/SUBMITTAL
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Rev No 11 Status N Date 2006-03-17 Cont ID  
Sent By adarroug Date 2006-03-17 Time 12:00 Rev Time 0.00
Received By adarroug Date 2006-03-17 Time 12:00 Sent To B
Notes
2006-03-17 00:00:00TO "SHILL" DESK/SUBMITTAL
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Rev No 10 Status N Date 2006-03-06 Cont ID  
Sent By adarroug Date 2006-03-06 Time 08:12 Rev Time 0.00
Received By adarroug Date 2006-03-06 Time 08:12 Sent To Z
Notes
2006-03-06 00:00:00TO "Z" BOX/REV
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Rev No 9 Status N Date 2006-03-04 Cont ID  
Sent By adarroug Date 2006-03-04 Time 16:45 Rev Time 0.00
Received By adarroug Date 2006-03-04 Time 16:45 Sent To B
Notes
2006-03-04 00:00:00TO "SHILL" DESK/REV
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Rev No 8 Status N Date 2006-02-01 Cont ID  
Sent By adarroug Date 2006-02-01 Time 19:01 Rev Time 0.00
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Notes
2006-02-01 00:00:00TO "SHILL" DESK/SUBMITTAL
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Rev No 7 Status N Date 2006-01-10 Cont ID  
Sent By adarroug Date 2006-01-10 Time 09:22 Rev Time 0.00
Received By adarroug Date 2006-01-10 Time 09:22 Sent To B
Notes
2006-01-10 00:00:00TO "SHILL" DESK/SUBMITTAL
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Rev No 6 Status N Date 2005-12-30 Cont ID  
Sent By adarroug Date 2005-12-30 Time 12:20 Rev Time 0.00
Received By adarroug Date 2005-12-30 Time 12:20 Sent To Z
Notes
2005-12-30 00:00:00TO "Z" BOX/REV
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Rev No 5 Status N Date 2005-12-05 Cont ID  
Sent By adarroug Date 2005-12-05 Time 10:47 Rev Time 0.00
Received By adarroug Date 2005-12-05 Time 10:47 Sent To  
Notes
2005-12-20 00:00:00TO "COMM" BD#10
2005-12-05 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2005-09-13 Cont ID  
Sent By adarroug Date 2005-09-13 Time 13:08 Rev Time 0.00
Received By adarroug Date 2005-09-13 Time 13:08 Sent To B
Notes
2005-09-13 00:00:00TO "SHILL" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2005-07-07 Cont ID  
Sent By adarroug Date 2005-07-07 Time 12:59 Rev Time 0.00
Received By adarroug Date 2005-07-07 Time 12:59 Sent To  
Notes
2005-07-07 00:00:00TO "COMM" BD#40
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-06-01 Cont ID  
Sent By jlong Date 2005-06-29 Time 08:44 Rev Time 0.00
Received By adarroug Date 2005-06-01 Time 14:40 Sent To  
Notes
2005-06-07 00:00:00COMM BOARD #43
2005-06-01 00:00:00IN INCOMING AWAITING SPACE ON "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-05-12 Cont ID  
Sent By shill Date 2005-05-12 Time 20:23 Rev Time 0.00
Received By shill Date 2005-03-28 Time 10:47 Sent To  
Notes
2005-03-28 00:00:00TO "COMM" BD#60
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2006-09-27 Cont ID  
Sent By pkrauss Date 2006-09-27 Time 09:54 Rev Time 0.00
Received By pkrauss Date 2006-09-27 Time 07:49 Sent To  
Notes
2006-09-27 00:00:00SUBMITTAL OF THE VAV'S
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2006-08-23 Cont ID  
Sent By pkrauss Date 2006-08-23 Time 15:33 Rev Time 0.00
Received By pkrauss Date 2006-08-23 Time 15:25 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2006-02-03 Cont ID  
Sent By hmoser Date 2006-02-03 Time 14:58 Rev Time 0.00
Received By hmoser Date 2006-02-03 Time 14:47 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2005-07-26 Cont ID  
Sent By pkrauss Date 2005-07-26 Time 15:57 Rev Time 0.55
Received By pkrauss Date 2005-07-26 Time 15:10 Sent To  
Notes
2005-07-26 00:00:00COMMENTS PER HAROLD MOSER WERE
 ADDRESSED.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2005-06-30 Cont ID  
Sent By hmoser Date 2005-06-30 Time 10:09 Rev Time 0.00
Received By hmoser Date 2005-06-30 Time 10:09 Sent To  
Notes
2005-06-30 00:00:00PLAN DENIED
 1) PLEASE REFER TO SECTION 307.2.3
 AUXILLIARY DRAIN PANS.MINIMUN DEPTH IS
 1 1/2IN.AND SHALL NOT BE LESS THAN 3IN.
 LARGER THAN THE UNIOT.
 2) PLEASE REFER TO SECTION 601.3 DRYER
 AND EXHAUST DUCT CAN NOT BE INSTALLED IN
 RETURN AIR PLENUMS.
 3) PLEASE REFER TO SECTION 602.2.1
 MATERALS EXPOSED WITHIN PLENUMS.(ABOVE
 CEILING RETURNAIR)
 4) PLESE REFER TO SECTION 606.4.1
 SUPERVISON.DUCT SMOKE DETECTORS.
 5)FIRE DAMPER FOR EF#5 ROOM 122 IS NOT
 REQUIRED PER SECTION 607.1.3 EXECPTION
 #3
 6) PLESE HAVE THE INSPECTION ON
 REFRIGERANT LINES BEFOR LINE CHASE IS
 INSTALLED.
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2005-05-11 Cont ID  
Sent By pkrauss Date 2005-05-11 Time 16:16 Rev Time 0.00
Received By pkrauss Date 2005-05-06 Time 07:32 Sent To  
Notes
2005-05-11 00:00:00DENIED:
 1.PLAN SHEET A3 INDICATES THE
 FOLLOWING ROOMS AS HAVING A 1 HR
 FLOOR/CEILING ASSEMBLY; 111, 115, 123,
 121, 122, 126, 124, 120, 125, 119, 118,
 117 & 116.ALSO 2ND FLOOR 200.PLEASE
 PROVIDE DETAIL FOR THE PENETRATION OF
 THE DUCT/GRILLES.PLEASE NOTE, FIRE
 DAMPERS REQUIRED AT CEILING GRILLES.
  
 2.PLAN SHEET M-1 INDICATES FLEX DUCT
 PENETRATING RATED PARTITIONS WHICH IS
 NOT PERMITTED EPR 2001 FBC(M)603.5.5.
  
 3.PLAN M-1 INDICATES DRYER EXHAUST
 DUCT PENETRATING RATED PARTITION & FLOOR
 CEILING ASSEMBLY IN VIOLATION OF 2001
 FBC(M)504.2.
  
 4.PROVIDE ELEVATION FOR THE
 TERMINATION OF ALL EXHAUST TO THE
 EXTERIOR WALL UNDER/AT THE STAIRWELL.
 PER 2001 FBC(M)401.5.2, EXHAUST SHALL
 TERMIANTE AS TO NOT CREATE A NUISANCE
 AND SHALL NOT BE DIRECTED ONTO WALKWAYS.
  
 5.FAN SHUTDOWN BY DUCT SMOKE DETECTOR
 WITH NOTIFICATION TO ALARM/STROBE IN
 NORMALLY OCCUPIED AREAS REQUIRED PER
 2001 FBC(M)606.2.1 & 606.4.1 #2.
  
 6.PLAN SHEET M-4, THE AHU DETAIL
 INDICATES THE AUXILIARY DRAIN LINE "SEE
 PLUMBING FOR CONTINUATION".THE
 AUXILIARY LINE IS NOT SHOWN ON THE
 PLUMBING PLANS.PLEASE NOTE, PER 2001
 FBC(M)307.2.3 & 307.2.4, THE AUXILAIRY
 DRAIN LINE SHALL TERMINATE AT A
 "CONSPICUOUS" POINT TO SERVE AS AN ALARM
 THAT THE PRIMARY DRAIN IS RESTRICTED.
 IN LIEU OF A SECONDARY DRAIN LINE AN
 APPROVED FLOAT DETECTOR MAY BY USED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
  
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2006-02-24 Cont ID  
Sent By kstevens Date 2006-02-24 Time 10:29 Rev Time 0.00
Received By kstevens Date 2006-02-24 Time 10:29 Sent To  
Notes
2006-02-24 00:00:00REVISION OK - SHTS P-1, P-2, P-3, P-4
 FLOOR PLAN 1ST FLOOR, 2ND FLOOR, AND
 RELETED WATER & SANT RISER DIAGRAMS.
Review Stop P PLUMBING
Rev No 3 Status P Date 2005-08-05 Cont ID  
Sent By kstevens Date 2005-08-05 Time 15:09 Rev Time 1.34
Received By kstevens Date 2005-08-05 Time 15:09 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2005-06-25 Cont ID  
Sent By kstevens Date 2005-06-25 Time 07:51 Rev Time 1.25
Received By kstevens Date 2005-06-25 Time 07:51 Sent To  
Notes
2005-06-25 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
  
 FROM PREVIOUS REVIEW:
 1. SHT A1 TOILET ROOMS 109 & 110 SHOW
 THE TURNING AREA REQUIRED BY SECTION
 11-4.22.3.
 3. SHT A2 TOILET ROOMS 201 & 209 SHOW
 THE TURNING AREA REQUIRED BY SECTION
 11-4.22.3.
 5. SHTS A12 & A13 TOILET ROOM DETAILS,
 SHOW THE FOLLOWING ACCESSIBLITY
 REQUIREMENTS ON DETAILS:
 D. FAUCETS 11-4.19.5 - NO RESPONSE FOR
 THE LAVS. NOTE ADDED ONLY REFERS TO THE
 W/C'S.
 6. SHT A12 DETAILS FOR STAFF LOUNGE
 SHALL SHOW THE FOLLOWING:
 C. SINK DEPTH 11-4.24.4 - NO RESPONSE
 NOTED.
 F. FAUCETS 11-4.24.7 - NO RESPONSE FOR
 THE SINK FAUCET. - NOTE ADDED ONLY
 REFERS TO THE W/C VALVE.
 ****************NEW COMMENT*************
 1B. SHT A13 TYPICAL FIXTURE MOUNTING
 HEIGHTS DETAIL:
 A. 11-4.16.6 DISPENSERS SHALL BE 19"
 MINIMUM TO CENTERLINE ABOVE THE FLOOR.
 DETAIL SHOWS 17". FIG 29.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2005-04-23 Cont ID  
Sent By kstevens Date 2005-04-23 Time 11:16 Rev Time 2.00
Received By kstevens Date 2005-04-23 Time 11:16 Sent To  
Notes
2005-04-23 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
  
 1) SHT A1 TOILET ROOMS 109 & 110 SHOW
 CLEAR FLOOR SPACE FOR THE FIXTURES AND
 THE TURNING AREA REQUIRED BY SECTIONS
 11-4.16.2, 11-4.19.3 AND 11-4.22.3.
 2) SHT A1 DRINKING FOUNTAINS, SHOW THE
 CLEAR FLOOR SPACE FOR ACCESSIBLE
 DRINKING FOUNTAINS REQUIRED BY SECTION
 11-4.15.5.
 3) SHT A2 TOILET ROOMS 201 & 209 SHOW
 THE CLEAR FLOOR SPACE AND TURNING AREA
 REQUIRED BY SECTIONS 11-4.16.2,
 11-4.19.3 AND 11-4.22.3.
 4) SHT A2 SHOW THE CLEAR FLOOR SPACE FOR
 THE ACCESSIBLE DRINKING FOUNTAIN
 REQUIRED BY SECTION 11-4.15.5.
 5) SHTS A12 & A13 TOILET ROOM DETAILS,
 SHOW THE FOLLOWING ACCESSIBLITY
 REQUIREMENTS ON DETAILS:
 A. TOILET HEIGHT 11-4.16.3
 B. FLUSH CONTROLS 11-4.16.5.
 C. HEIGHT & CLEARANCES 11-4.19.2
 D. FAUCETS 11-4.19.5
 E. BOTTOM OF MIRROR TO BE 40" NOT 42"
 AS SHOWN. 11-4.19.6
 6) SHT A12 DETAILS FOR STAFF LOUNGE
 SHALL SHOW THE FOLLOWING:
 A. HEIGHT 11-4.24.2
 B. KNEE CLEARANCE 11-4.24.3
 C. SINK DEPTH 11-4.24.4
 D. CLEAR FLOOR SPACE SHALL BE PROVIDED
 TO ALLOW FORWARD APPROACH AND SHALL
 EXTEND A MAXIMUM OF 19" UNDERNEATH THE
 SINK. 11-4.24.2
 E. EXPOSED PIPES & SURFACES 11-4.24.6
 F. FAUCETS 11-4.24.7
 7) DOORS SHALL NOT SWING INTO THE CLEAR
 FLOOR SPACE REQUIRED FOR ANY FIXTURE.
 SECTION 11-4.22.2
 8) SHTS P-1 & P-4 BACKFLOW PROTECTION
 SHALL BE REQUIRED ON THE SUPPLY LINES TO
 EACH WATER FEATURE.
 9) SEPARATE PERMITS REQUIRED FOR THE
 WATER FEATURES AS INDICATED BY NOTE ON
 SHT A1. INFORMATION ON DRAINING
 FOUNTAINS WILL BE REQUIRED AT THAT TIME.
 SECTION 104.2.1.
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 3 Status P Date 2006-03-29 Cont ID  
Sent By mmclean Date 2006-03-29 Time 10:39 Rev Time 0.00
Received By mmclean Date 2006-03-29 Time 10:39 Sent To  
Notes
2006-03-29 00:00:003/29/2006 ***PASSED***
  
 PER JOHN ROACH, SENIOR PLANNER,
 PREVIOUSLY-APPROVED CMU WALL MAY BE
 SUBSTITUTED WITH PRESSURE-TREATED WOOD,
 AS INDICATED IN SECTION 94-216(D)(2) OF
 THE ZONING AND LAND DEVELOPMENT
 REGULATIONS.
Review Stop Z ZONING
Rev No 2 Status F Date 2006-01-18 Cont ID  
Sent By mmclean Date 2006-01-18 Time 13:39 Rev Time 0.00
Received By mmclean Date 2006-01-18 Time 13:39 Sent To  
Notes
2006-01-18 00:00:00DENIED,
 1. CANNOT HAVE CHAINLINK AS A SEPERATION
 FROM RESIDENTIAL IN REAR OF PROPERTY.
 2. MUST HAVE A CMU WALL IN REAR OF
 PROPERTY TO SEPERATE FROM MF14
 RESIDENTAL IN BACK OF PROPERTY.
  
 MICHELLE MCLEAN
 ZONING TECHNICIAN
 805-6720
Review Stop Z ZONING
Rev No 1 Status P Date 2005-06-29 Cont ID  
Sent By jlong Date 2005-04-15 Time   Rev Time 0.00
Received By jlong Date 2005-06-29 Time 08:42 Sent To I
Notes
***NONE***


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