Plan Review Details - Permit 05030119
Plan Review Stops For Permit 05030119
Review Stop B BUILDING (STRUCTURAL)
Rev No 60 Status P Date 2007-09-30 Cont ID  
Sent By rbrown Date 2007-09-30 Time 11:56 Rev Time 0.00
Received By rbrown Date 2007-09-30 Time 11:56 Sent To  
Notes
2007-09-30 11:57:34REVISION SUBMITTED ON 9/13/07 FOR MONUMENT SIGN
Review Stop B BUILDING (STRUCTURAL)
Rev No 59 Status P Date 2007-09-30 Cont ID  
Sent By rbrown Date 2007-09-30 Time 11:45 Rev Time 0.00
Received By rbrown Date 2007-09-30 Time 11:45 Sent To  
Notes
2007-09-30 11:46:25SUBMITTAL ON 8/29/07 FOR EXTERIOR STAIR HANDRAIL SHOP
 DRAWINGS AND CALCS
Review Stop B BUILDING (STRUCTURAL)
Rev No 58 Status P Date 2007-09-09 Cont ID  
Sent By rbrown Date 2007-09-09 Time 18:33 Rev Time 0.00
Received By rbrown Date 2007-09-09 Time 18:33 Sent To  
Notes
2007-09-09 18:34:26SUBMITTAL ON 8/23/07 FOR FLAG POLE
Review Stop B BUILDING (STRUCTURAL)
Rev No 57 Status P Date 2007-09-09 Cont ID  
Sent By rbrown Date 2007-09-09 Time 18:23 Rev Time 0.00
Received By rbrown Date 2007-09-09 Time 18:23 Sent To  
Notes
2007-09-09 18:24:18SUBMITTAL ON 8/9/07 FOR SHOP DRAWINGS AND INSTALLATION
 INSTRUCTIONS FOR 90 MINUTE FIRE RATED DOORS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 56 Status P Date 2007-09-09 Cont ID  
Sent By rbrown Date 2007-09-09 Time 18:07 Rev Time 0.00
Received By rbrown Date 2007-09-09 Time 18:07 Sent To  
Notes
2007-09-09 18:09:00REVISION SUBMITTED ON 8//9/07 FOR SHEETS C-1 AND C-3.
Review Stop B BUILDING (STRUCTURAL)
Rev No 55 Status P Date 2007-08-05 Cont ID  
Sent By rbrown Date 2007-08-05 Time 19:46 Rev Time 0.00
Received By rbrown Date 2007-08-05 Time 19:46 Sent To  
Notes
2007-08-05 19:59:54SUBMITTAL ON 8/1/07 FOR DETAILS TO APPLY ORNAMENTAL
 METAL WORK TO THE FACE OF ENTRY DOORS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 54 Status F Date 2007-08-05 Cont ID  
Sent By rbrown Date 2007-08-05 Time 19:26 Rev Time 0.00
Received By rbrown Date 2007-08-05 Time 19:26 Sent To  
Notes
2007-08-05 19:41:10BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS FOR 90
 MINUTE FIRE RATED DOORS.
  
 1) FBC 705.1.3DOOR FRAME.SHEETS 6, 7, 8 AND 9 OF
 THE MAIMAN COMPANY INSTALLATION INSTRUCTIONS REFER TO
 "FIRE PROOF MATERIAL" AS THE SUBSTRATE TO THE WOOD
 VENEER ON THE DOOR FRAMES.WHAT IS THIS MATERIAL AND
 HOW IS THE VENEER ATTACHED TO IT.THE SAME QUESTIONS
 APPLY TO THE DOOR STOPS.
  
 2) THE ARCHITECT OR RECORD SHOP DRAWING REVIEW STAMP
 REQUIRED CORRECTIONS BE MADE AND RESUBMITTED.THE
 CORRECTIONS WERE NOT INCLUDED WITH THIS SUBMITTAL.
  
 3) ALL THREE COPIES HAVE PHOTOCOPIED SHOP DRAWING
 REVIEW STAMPS FROM THE ARCHITECT OF RECORD.AT LEAST
 ONE SHALL BE AN ORIGINAL SHOP DRAWING REVIEW STAMP.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE:
 (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 53 Status P Date 2007-07-14 Cont ID  
Sent By rbrown Date 2007-07-14 Time 14:24 Rev Time 0.00
Received By rbrown Date 2007-07-14 Time 14:24 Sent To  
Notes
2007-07-14 14:24:34SUBMITTAL ON 7/6/07 FOR EAST CANOPY ROOFING SYSTEM
 PRODUCT APPROVAL AND CALCULATIONS FOR ENHANCED
 FASTENING.
Review Stop B BUILDING (STRUCTURAL)
Rev No 52 Status P Date 2007-06-16 Cont ID  
Sent By rbrown Date 2007-06-16 Time 15:15 Rev Time 0.00
Received By rbrown Date 2007-06-16 Time 15:15 Sent To  
Notes
2007-06-16 15:21:11SUBMITTAL ON 6/11/07 FOR INTERIOR STAIR RAILING AND
 BALCONY RAILING
Review Stop B BUILDING (STRUCTURAL)
Rev No 51 Status P Date 2007-06-16 Cont ID  
Sent By rbrown Date 2007-06-16 Time 15:12 Rev Time 0.00
Received By rbrown Date 2007-06-16 Time 15:12 Sent To  
Notes
2007-06-16 15:13:42SUBMITTAL ON 5/25/07 FOR INTERIOR STAIR RAILING AND
 BALCONY RAILING
Review Stop B BUILDING (STRUCTURAL)
Rev No 50 Status F Date 2007-06-16 Cont ID  
Sent By rbrown Date 2007-06-16 Time 13:40 Rev Time 0.00
Received By rbrown Date 2007-06-16 Time 13:40 Sent To  
Notes
2007-06-16 14:07:54BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 SUBMITTAL ON 5/3/07 FOR EAST CANOPY ROOFING SYSTEM
 PRODUCT APPROVAL.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) NO STATEWIDE PRODUCT APPROVAL COVER SHEET WAS
 SUBMITTED FOR THE PROPOSED PRODUCT.STATEWIDE PRODUCT
 APPROVALS ARE LISTED ON THE DEPARTMENT OF COMMUNITY
 AFFAIRS WEBSITE:
 HTTP://WWW.FLORIDABUILDING.ORG/PR/PR_APP_SRCH.ASPX
 PROVIDE A STATEWIDE PRODUCT APPROVAL COVER SHEET FOR
 THE SELECTED PRODUCT.IF THE SUBMITTED NOA# 06-0410.06
 HAS NO MATCHING STATEWIDE COVER SHEET A LOCAL (CITY OF
 WEST PALM BEACH) PRODUCT APPROVAL CAN BE ISSUED,
 HOWEVER PLEASE SEE COMENT #2, BELOW REQUIRING RAS 117
 CALCULATIONS.
  
 2) THIS COMMENT APPLIES IF IT IS STILL YOUR INTENTION
 TO USE THE SUBMITTED NOA# 06-0410.06 (SEE COMMENT #1,
 ABOVE).SHEET 43 OF THE SUBMITTED PRODUCT APPROVAL
 STATES THAT THE MAXIMUM DESIGN PRESSURE IS "52.5 PSF
 (SEE GENERAL LIMITATION #7)".THE DESIGN PRESSURE FOR
 ZONE 3 OF THIS ROOF EXCEEDS 52.5 PSF SO GENERAL
 LIMITATION #7 MUST BE USED TO ALLOW ENHANCED FASTEBER
 SPACING IN ZONE 3.GENERAL LIMITATION #7 (ON SHEET 44
 OF THE SUBMITTED PRODUCT APPROVAL)REQUIRES THAT
 ENHANCE FASTENER SPACING MUST BE JUSTIFIED BY RAS 117
 CALCULATIONS PREPARED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.SUBMIT
 RAS 117 CALCULATIONS PREPARED BY AN ARCHITECT OR
 ENGINEER.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE:
 (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 49 Status P Date 2007-06-16 Cont ID  
Sent By rbrown Date 2007-06-16 Time 13:35 Rev Time 0.00
Received By rbrown Date 2007-06-16 Time 13:35 Sent To  
Notes
2007-06-16 13:36:58REVISION SUBMITTED 4/27/07 FOR 4"X 1-5/8" CHANNEL
 SUPPORT TO WEST ESNTRANCE DOOR
Review Stop B BUILDING (STRUCTURAL)
Rev No 48 Status P Date 2007-06-16 Cont ID  
Sent By rbrown Date 2007-06-16 Time 13:31 Rev Time 0.00
Received By rbrown Date 2007-06-16 Time 13:30 Sent To  
Notes
2007-06-16 13:32:06SUBMITTAL ON 4/27/07 FOR U.L. LISTED CABLE TRAY
 FIRESTOP PILLOW SYSTEM
Review Stop B BUILDING (STRUCTURAL)
Rev No 47 Status P Date 2007-06-16 Cont ID  
Sent By rbrown Date 2007-06-16 Time 13:25 Rev Time 0.00
Received By rbrown Date 2007-06-16 Time 13:25 Sent To  
Notes
2007-06-16 13:26:32SUBMITTAL ON 4/25/07 FOR EAGLE ATTACHMENT
Review Stop B BUILDING (STRUCTURAL)
Rev No 46 Status P Date 2007-06-16 Cont ID  
Sent By rbrown Date 2007-06-16 Time 13:04 Rev Time 0.00
Received By rbrown Date 2007-06-16 Time 13:04 Sent To  
Notes
2007-06-16 13:07:14RFI # 214: REVISION TO ADD FIRE DAMPER IN DUCTS AT
 SECOND FLOOR SLAB IN LIEU OF FIRE RATING THE WALLS TO
 THE SHAFT AT SECOND FLOOR.
Review Stop B BUILDING (STRUCTURAL)
Rev No 45 Status N Date 2007-04-06 Cont ID  
Sent By rbrown Date 2007-04-06 Time 09:20 Rev Time 0.00
Received By rbrown Date 2007-04-06 Time 09:20 Sent To  
Notes
2007-04-06 09:33:05COURTESY REVIEW OF PLANS SUBMITTED 3/9/07 FOR DETAILS
 TO APPLY ORNAMENTAL METAL WORK TO THE FACE OF ENTRY
 DOORS.
  
 THE SUBMITTED DETAILS HAVE BEEN REVIEWED AND THIS
 OFFICE HAS NO OBJECTION TO THE PROPOSED APPLICATION OF
 ORNAMENTAL METAL WORK.PLEASE HAVE COPIES SENT TO THE
 ARCHITECT OF RECORD FOR SHOP DRAWING REVIEW AND STAMP.
 THEN SUBMIT THREE OF THE STAMPED COPIES TO THIS OFFICE
 FOR FORMAL REVIEW/RECORDS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE:
 (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 44 Status P Date 2007-04-06 Cont ID  
Sent By rbrown Date 2007-04-06 Time 09:12 Rev Time 0.00
Received By rbrown Date 2007-04-06 Time 09:12 Sent To  
Notes
2007-04-06 09:13:30SUBMITTAL ON 3/9/07 FOR SOUTH STAIR CEILING FRAMING
Review Stop B BUILDING (STRUCTURAL)
Rev No 43 Status P Date 2007-04-06 Cont ID  
Sent By rbrown Date 2007-04-06 Time 09:05 Rev Time 0.00
Received By rbrown Date 2007-04-06 Time 09:05 Sent To  
Notes
2007-04-06 09:06:19STRUCTURAL SUBMITTAL ON 3/9/07 FOR LOUVER ATTACHMENT
 DETAIL AT TERRACOTTA INFILL
Review Stop B BUILDING (STRUCTURAL)
Rev No 42 Status P Date 2007-04-04 Cont ID  
Sent By rbrown Date 2007-04-04 Time 07:54 Rev Time 0.00
Received By rbrown Date 2007-04-04 Time 07:54 Sent To  
Notes
2007-04-04 07:57:39SUBMITTAL ON 2/12/07 FOR YKK OUTSWING ALUMINUM
 STOREFRONT DOOR PRODUCT APPROVAL
Review Stop B BUILDING (STRUCTURAL)
Rev No 41 Status P Date 2007-03-13 Cont ID  
Sent By rbrown Date 2007-03-13 Time 10:21 Rev Time 0.00
Received By rbrown Date 2007-03-13 Time 10:21 Sent To  
Notes
2007-03-13 10:46:44SUBMITTAL FOR BLUEWATER MANUFACTURING 'STEALTHRAIL'
 GUARDRAIL SYSTEM FOR PROTECTION TO SERVICE PERSONNEL
 WORKING ON ROOFTOP MECHANICAL EQUIPMENT.
  
 - PROVISO -
  
 THE SYSTEM SHALL BE USED IN ACCORDANCE WITH THE
 MANUFACTURER'S INSTRUCTIONS INCUDING, BUT NOT LIMITED
 TO:
  
 "OUTRIGGERS"-THE GUARDRAIL SHALL BE
 PLACED/CONFIGURED SUCH THAT EACH END THE PRIMARY
 GUARDRAIL IS RESTRAINED BY AN ADDITIONAL GUARDRAIL
 SECTION PLACED PERPENDICULAR, AS OUTRIGGERS, TO THE
 PRIMARY GUARDRAIL.
  
 "RUBBER PADS ON BASES-THE UNDERIDE OF THE BASES
 SHALL BE EPUIPPED WITH "THE RUBBER PADS" REFERENCED IN
 THE ENCOMPASS ENGINEERING TEST REPORT, DATED 5/3/04, TO
 PREVENT SLIDING.
Review Stop B BUILDING (STRUCTURAL)
Rev No 40 Status P Date 2007-01-29 Cont ID  
Sent By rbrown Date 2007-01-29 Time 19:43 Rev Time 0.00
Received By rbrown Date 2007-01-29 Time 19:43 Sent To  
Notes
2007-01-29 19:46:15ARCHITECTURAL SUBMITTAL ON 1/16/07 FOR SOUTH STAIR
 CEILING FRAMING SKETCH, AND ARCHITECT'S LETTER DATED
 1/8/07 RE: FLASHING INSTALLATION AT WINDOWS 2-23 AND
 2-24.
Review Stop B BUILDING (STRUCTURAL)
Rev No 39 Status P Date 2007-01-29 Cont ID  
Sent By rbrown Date 2007-01-29 Time 19:41 Rev Time 0.00
Received By rbrown Date 2007-01-29 Time 19:41 Sent To  
Notes
2007-01-29 19:43:07REVISION SUBMITTED ON 12/21/06 FOR SHEETS S-2.09,
 A-4.01, A-4.02, A-4.03, A-6.12 AND A-7.01
Review Stop B BUILDING (STRUCTURAL)
Rev No 38 Status P Date 2007-01-29 Cont ID  
Sent By rbrown Date 2007-01-29 Time 19:06 Rev Time 0.00
Received By rbrown Date 2007-01-29 Time 19:05 Sent To  
Notes
2007-01-29 19:07:57CORRECTED REVISIONS SUBMITTED ON 12/8/06 FOR SHEETS
 C-1, C-2, A-0.02, AND A-0.03
Review Stop B BUILDING (STRUCTURAL)
Rev No 37 Status P Date 2006-12-17 Cont ID  
Sent By rbrown Date 2006-12-17 Time 13:41 Rev Time 0.00
Received By rbrown Date 2006-12-17 Time 13:41 Sent To  
Notes
2006-12-17 13:42:06SUBMITTAL ON 12/8/06 FOR FIRE STOPPING ROOF SLAB AT
 ROOF DRAIN PENETRATIONS
Review Stop B BUILDING (STRUCTURAL)
Rev No 36 Status P Date 2006-12-17 Cont ID  
Sent By rbrown Date 2006-12-17 Time 13:35 Rev Time 0.00
Received By rbrown Date 2006-12-17 Time 13:35 Sent To  
Notes
2006-12-17 13:36:10SUBMITTAL 12/6/06 FOR CANOPY SHOP DRAWINGS
Review Stop B BUILDING (STRUCTURAL)
Rev No 35 Status P Date 2006-12-17 Cont ID  
Sent By rbrown Date 2006-12-17 Time 13:25 Rev Time 0.00
Received By rbrown Date 2006-12-17 Time 13:25 Sent To  
Notes
2006-12-17 13:27:57REVISION SUBMITTED 12/6/06 FOR 8.8"X 11" DETAIL SHEETS
 TO ACHIEVE REQUIRED HEADROOM AT THE NORTH STAIR
Review Stop B BUILDING (STRUCTURAL)
Rev No 34 Status P Date 2006-12-17 Cont ID  
Sent By rbrown Date 2006-12-17 Time 13:16 Rev Time 0.00
Received By rbrown Date 2006-12-17 Time 13:16 Sent To  
Notes
2006-12-17 13:18:19SUBMITTAL ON 12/6/06 FOR FIELD OBSERVATION REPORT DATED
 10/20/06 AND ATTACHED DETAILS
Review Stop B BUILDING (STRUCTURAL)
Rev No 33 Status P Date 2006-12-17 Cont ID  
Sent By rbrown Date 2006-12-17 Time 13:09 Rev Time 0.00
Received By rbrown Date 2006-12-17 Time 13:09 Sent To  
Notes
2006-12-17 13:10:20SUBMITTAL ON 11/17/06 FOR STONE SHOP DRAWINGS
Review Stop B BUILDING (STRUCTURAL)
Rev No 32 Status P Date 2006-12-17 Cont ID  
Sent By rbrown Date 2006-12-17 Time 13:08 Rev Time 0.00
Received By rbrown Date 2006-12-17 Time 13:08 Sent To  
Notes
2006-12-17 13:09:21SUBMITTAL ON 11/17/06 FOR FIRE STOPPING OF ROOF SLAB AT
 ROOF DRAIN
Review Stop B BUILDING (STRUCTURAL)
Rev No 31 Status F Date 2006-12-17 Cont ID  
Sent By rbrown Date 2006-12-17 Time 11:06 Rev Time 0.00
Received By rbrown Date 2006-12-17 Time 11:06 Sent To  
Notes
2006-12-17 11:13:43BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 ARCHITECTURAL REVISION SUBMITTED ON 10/26/06.
  
 SHEETS A-4.01, A-4.02 AND A-4.03 CANNOT BE STAMPED AS
 SUBMITTED SO THEY HAVE BEEN SEPARATED AND ALL THREE
 COPIES RETURNED.ALL OTHER REVISED SHEETS HAVE BEEN
 STAMPED AND ONE COPY RETAINED FOR THE CITY FILE COPY.
 SEE COMMENT AND PROVISO BELOW.
  
 1) THE SUBMITTED COPIES OF SHEETS A-4.01, A-4.02 AND
 A-4.03 ARE MISSING THE GUARDRAIL AND HANDRAIL DESIGN
 CRITERIA NOTES THAT WERE ON THE BOTTOM RIGHT CORNER OF
 EACH SHEET.ALSO, THE SUBMITTED COPY OF SHEET A-4.01
 IS NOW MISSING NOTES FROM THE WEST PORTICO ELEVATION
 AND THE WEST PORTICO FLOOR PLAN (CAD LAYER NOT
 PRINTED???)
  
 2) --PROVISO--
 SHEETS A-1.01, A-1.02, A-1.03 AND A-1.04, WALL TYPE 18
 SHALL HAVE 3/4" THICK PORTLAND CEMENT PLASTEROVER
 SELF-FURRING METAL LATH ON BOTH SIDES AS STATED IN THE
 U.L. DIRECTORY FOR THE SPECIFIED U.L. DESIGN NO. U484
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE:
 (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 30 Status F Date 2006-10-28 Cont ID  
Sent By rbrown Date 2006-10-28 Time 19:42 Rev Time 0.00
Received By rbrown Date 2006-10-28 Time 19:42 Sent To  
Notes
2006-10-28 20:19:45BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 SUBMITTAL ON 10/10/06 FOR EXIT STAIR DOORS: 90 MINUTE
 CUSTOM DOORS WITH TRANSOMS AND SIDELIGHTS.
  
 1)THE SUBMITTED LETTER DATED 10/6/06 STATES THAT THE
 TRANSOM AND SIDELIGHTS PANELS WILL BE BUILT AS THE U.L.
 TESTED DOOR LEAF, BUT NO SHOP DRAWINGS, FOR THE TESTED
 DOOR LEAF OR THE UNTESTED TRANSOM/SIDELIGHT PANELS,
 WERE SUBMITTED FOR REVIEW.
  
 2) THE DOOR ELEVATIONS SHOW THAT THE 1ST FLOOR DOORS
 WILL BE ALL WOOD AND THE 2ND AND 3RD FLOOR DOORS WILL
 EACH BE WOOD LOWER PANEL AND GLASS UPPER PANEL.SO,
 THE COMPOSITION OF THE U.L. TESTED DOORS WILL BE
 SIGNIFICANTLY DIFFERENT TO THE TRANSOM AND SIDELIGHTS,
 CONSIDERING THAT THE FRAME ELEVATIONS, FOR 2ND AND 3RD
 FLOOR, SHOW TRANSOM AND SIDELIGHTS WHICH ARE
 PREDOMINANTLY GLASS AND THUS DIFFERENT FROM THE U.L.
 TESTED DOORS.ALSO, THE SUBMITTED 'FIRELITE PLUS'
 TECHNICAL DATA SHEET STATES THAT, FOR A 90 MINUTE
 RATING, THE GLASS IN THE TRANSOM/SIDELIGHT SHALL NOT
 EXCEED A MAXIMUM WIDTH/HEIGHT OF 56.5" (OR 58.5"-
 SUBMITTED COPY IS NOT CLEARLY LEGIBLE).THE FRAME
 ELEVATIONS, FOR 2ND AND 3RD FLOOR, SHOW TRANSOM AND
 SIDELIGHTS WHICH APPEAR TO EXCEED THAT DIMENSION IN
 EITHER WIDTH OR HEIGHT.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE:
 (561) 805 6652ROBERT BROWN
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 29 Status P Date 2006-10-01 Cont ID  
Sent By rbrown Date 2006-10-01 Time 17:47 Rev Time 0.00
Received By rbrown Date 2006-10-01 Time 17:47 Sent To  
Notes
2006-10-01 00:00:00ARCHITECTURAL REVISION SUBMITTED ON
 9/22/06 FOR CHANGES IN WALL TYPE AND UL
 LISTING WALL DETAILS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 28 Status P Date 2006-10-01 Cont ID  
Sent By rbrown Date 2006-10-01 Time 17:29 Rev Time 0.00
Received By rbrown Date 2006-10-01 Time 17:29 Sent To  
Notes
2006-10-01 00:00:00ARCHITECTURAL REVISION SUBMITTED 9/18/06
 FOR COASTAL MILLWORKS, INC. WINDOW
 DETAIL SHEET 4 OF 4
Review Stop B BUILDING (STRUCTURAL)
Rev No 27 Status P Date 2006-10-01 Cont ID  
Sent By rbrown Date 2006-10-01 Time 17:23 Rev Time 0.00
Received By rbrown Date 2006-10-01 Time 17:23 Sent To  
Notes
2006-10-01 00:00:00ARCHITECTURAL SUBMITTAL ON 8/28/06 FOR
 UL LISTING WALL DETAILS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 26 Status P Date 2006-10-01 Cont ID  
Sent By rbrown Date 2006-10-01 Time 17:15 Rev Time 0.00
Received By rbrown Date 2006-10-01 Time 17:15 Sent To  
Notes
2006-10-01 00:00:00STRUCTURAL SUBMITTAL ON 8/25/06 FOR
 FIELD OBSERVATION REPORT OF 7/27/06 AND
 REFERENCED SKETCHES.
Review Stop B BUILDING (STRUCTURAL)
Rev No 25 Status P Date 2006-10-01 Cont ID  
Sent By rbrown Date 2006-10-01 Time 15:54 Rev Time 0.00
Received By rbrown Date 2006-10-01 Time 15:21 Sent To  
Notes
2006-10-01 00:00:00REVISION SUBMITTED 7/18/06.
  
 MUST ADDRESS PLANNING AND ZONING DEPT
 COMMENTS ABOUT SERVICE YARD
 LOCATION/WALL.
  
 --PROVISO--
 SUBMIT SHOP DRAWINGS FOR SERVICE YARD
 GATE AND LOUVER ATTACHMENT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 24 Status P Date 2006-08-20 Cont ID  
Sent By rbrown Date 2006-08-20 Time 15:22 Rev Time 0.00
Received By rbrown Date 2006-08-20 Time 15:22 Sent To  
Notes
2006-08-20 00:00:00STRUCTURAL SUBMITTAL ON 8/11/06 FOR
 STONE ATTACHMENT DETAILS AND ENGINEERING
 PACKAGE
Review Stop B BUILDING (STRUCTURAL)
Rev No 23 Status P Date 2006-07-22 Cont ID  
Sent By rbrown Date 2006-07-22 Time 17:01 Rev Time 0.00
Received By rbrown Date 2006-07-22 Time 17:01 Sent To  
Notes
2006-07-22 00:00:00SUBMITTAL ON 6/27/06 FOR SITE SPECIFIC
 PRODUCT APPROVAL OF COASTAL MILLWORKS'
 SASH WINDOWS
Review Stop B BUILDING (STRUCTURAL)
Rev No 22 Status P Date 2006-07-22 Cont ID  
Sent By rbrown Date 2006-07-22 Time 16:22 Rev Time 0.00
Received By rbrown Date 2006-07-22 Time 16:22 Sent To  
Notes
2006-07-22 00:00:00STRUCTURAL SUBMITTAL ON 6/29/06 FOR
 TILT-UP ERECTION ENGINEERING PACKAGE
Review Stop B BUILDING (STRUCTURAL)
Rev No 21 Status P Date 2006-07-22 Cont ID  
Sent By rbrown Date 2006-07-22 Time 16:01 Rev Time 0.00
Received By rbrown Date 2006-07-22 Time 16:01 Sent To  
Notes
2006-07-22 00:00:00STRUCTURAL SUBMITTAL ON 6/29/06 FOR
 LETTER RE: ANCHOR ATTACHMENT INTO BRICK
 SUBSTRATE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 20 Status P Date 2006-06-26 Cont ID  
Sent By rbrown Date 2006-06-26 Time 08:22 Rev Time 0.00
Received By rbrown Date 2006-06-26 Time 08:22 Sent To  
Notes
2006-06-26 00:00:00STRUCTURAL SUBMITTAL ON 6/23/06 FOR
 FIELD OBSERVATION REPORT OF 6/16/06.
Review Stop B BUILDING (STRUCTURAL)
Rev No 19 Status P Date 2006-06-17 Cont ID  
Sent By rbrown Date 2006-06-17 Time 18:53 Rev Time 0.00
Received By rbrown Date 2006-06-17 Time 18:53 Sent To  
Notes
2006-06-17 00:00:00STRUCTURAL SUBMITTAL ON 6/15/06 FOR
 FIELD OBSERVATION REPORT OF 5/3/06.
Review Stop B BUILDING (STRUCTURAL)
Rev No 18 Status P Date 2006-06-17 Cont ID  
Sent By rbrown Date 2006-06-17 Time 18:51 Rev Time 0.00
Received By rbrown Date 2006-06-17 Time 18:50 Sent To  
Notes
2006-06-17 00:00:00STRUCTURAL SUBMITTAL ON 6/9/06 FOR
 DETAILS 1 AND 2 TO INFILL DAMAGED OR
 MISSING PORTIONS OF EXISTING TERRACOTTA.
Review Stop B BUILDING (STRUCTURAL)
Rev No 17 Status P Date 2006-06-11 Cont ID  
Sent By rbrown Date 2006-06-11 Time 09:34 Rev Time 0.00
Received By rbrown Date 2006-06-11 Time 09:33 Sent To  
Notes
2006-06-11 00:00:00STRUCTURAL SUBMITTAL ON 6/5/06 FOR
 SHORING PLAN 5306K009 SHEET 3
Review Stop B BUILDING (STRUCTURAL)
Rev No 16 Status P Date 2006-06-11 Cont ID  
Sent By rbrown Date 2006-06-11 Time 09:32 Rev Time 0.00
Received By rbrown Date 2006-06-11 Time 09:32 Sent To  
Notes
2006-06-11 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 805 6652
 E-MAIL: [email protected]
  
 STRUCTURAL SUBMITTAL ON 5/10/06 FOR
 STONE ATTACHMENT SHOP DRAWINGS AND
 CALCULATIONS
  
 -PROVISO-
 COMPLY WITH ENGINEER OF RECORD COMMENTS
Review Stop B BUILDING (STRUCTURAL)
Rev No 15 Status P Date 2006-05-10 Cont ID  
Sent By rbrown Date 2006-05-10 Time 07:38 Rev Time 0.00
Received By rbrown Date 2006-05-10 Time 07:38 Sent To  
Notes
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2006-05-10 00:00:00STRUCTURAL SUBMITTAL ON 4/18/06 FOR
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2006-03-25 00:00:00STRUCTURAL REVISION SUBMITTED ON 3/15/06
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2006-03-08 00:00:00STRUCTURAL REVISION SUBMITTED ON 2/24/06
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2006-01-03 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 -PROVISO-
 WINDOW PRODUCT APPROVALS WERE NOT
 PROVIDED FOR THE NEW WINDOWS. A SEPARATE
 PERMIT APPLICATION IS REQUIRED FOR THE
 NEW WINDOWS.ALL NEW WINDOWS SHALL BE
 MISSILE IMPACT RETED.
Review Stop B BUILDING (STRUCTURAL)
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Notes
2005-09-08 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 7/22/05:
  
 11) THIS COMMENT HAS NOT BEEN PROPERLY
 ADDRESSED.SUBMITTAL OF SOME DOCUMENTS
 FORBUILT-UP COAL TAR ROOFING SYSTEM,
 DOORS AND WINDOWS IS NOTEDBUT THE
 FOLLOWING MUST BE ADDRESSED.
 A) KOPPERS (COAL TAR) BUILT-UP
 ROOFING.MARK PAGE 6 OF EACH COPY OF
 THE SUBMITTED PRODUCT TO SHOW WHICH OF
 THE MAXIMUM DESIGN PRESSURE OPTIONS IS
 APPLICABLE TO THIS PROJECT. SEE ITEM (F)
 BELOW.
 B) WINDOWS/DOORS.PER THE
 DESIGN/PROJECT TEAM REQUEST, A SEPARATE
 PERMIT APPLICATION WILL BE REQUIRED FOR
 ANY NEW WINDOWS AND EXTERIOR DOORS NOT
 COVERED IN THE ITEMS (C) THROUGH (E)
 BELOW.
 C) EXTERIOR DOORS.THE ARCH ALUMINUM
 DOCUMENT SUBMITTED FOR NEW ENTRY DOOR
 #101 IS NOT A PRODUCT APPROVAL AND SO
 DOES NOT ADDRESS THE COMMENT FROM THE
 PREVIOUS REVIEW (SEE 'NOTE' BELOW).AS
 AN EXAMPLE OF WHAT IS REQUIRED REFER TO
 THE SUBMITTED ROOF PRODUCT APPROVAL.
 D) MULLIONS.NEW WINDOW TYPES E, G,
 J, K, L, R, S ON SHEET A8.01 ALL REQUIRE
 VERTICAL AND/OR HORIZONTAL MULLIONS.
 DETAIL 1M ON SHEET A-8.03 DOES NOT SHOW
 A STRUCTURAL MULLION.EITHER STRUCTURAL
 MULLION DETAILS OR A MULLION PRODUCT
 APPROVAL ARE REQUIRED.
 E) DOUBLE HUNG WINDOWS.THE SUBMITTAL
 OF HURRICANE TEST LAB INC TEST REPORTS
 IS NOTED BUT THIS IS NOT A PRODUCT
 APPROVAL AND SO DOES NOT ADDRESS THE
 COMMENT FROM THE PREVIOUS REVIEW (SEE
 'NOTE' BELOW).AS AN EXAMPLE OF WHAT IS
 REQUIRED REFER TO THE SUBMITTED ROOF
 PRODUCT APPROVAL.ALSO, THE TEST
 REPORTS ARE FOR WINDOWS THAT ARE 48-3/4"
 WIDE.SHEET A-8.01 SHOWS THAT THE
 PROPSED WINDOWS ARE UPTO 5'-0" WIDE AND
 SO OUTSIDE THE SCOPE OF THE SUBMITTED
 TEST REPORTS.
 F) FBC 1606.1THE CALCULATED
 PRESSURES FOR EACH WINDOW, EXTERIOR DOOR
 AND THE ROOF MUST BE STATED ON THE PLANS
 FOR COMPARISON WITH THE MAXIMUM DESIGN
 PRESSURES IN THE ABOVE-MENTION PRODUCT
 APPROVALS.
  
 NOTE: FL. ADMIN CODE RULE 9B-72 (IN
 EFFECT SINCE OCTOBER 1, 2003) REQUIRES
 THAT PRODUCTS HAVE STATEWIDE, LOCAL OR
 SITE-SPECIFIC PRODUCT APPROVAL.THE
 SUBMITTAL SHOULD INCLUDE THE STATEWIDE
 PRODUCT APPROVAL NUMBER (FL###),
 AVAILABLE FROM THE DEPT OF COMMUNITY
 AFFAIRS PRODUCT APPROVAL WEBSITE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP
 (IF YOU FIND THAT THE QUOTED WEB PAGE IS
 NO LONGER AVAILABLE, PLEASE INFORM THE
 PLAN REVIEWER)
  
 19) FBC 1403SHEETS A-4.01 TO A-4.04,
 WALL DETAILS.THIS COMMENT HAS STILL
 NOT BEEN ADDRESSED.THE SUBMITTED
 COMMENT RESPONSE LETTER MAKES NO
 STATEMENT ABOUT THIS COMMENT.SUBMIT
 DETAILS TO SHOW MEANS OF RESTRAINT FOR
 THE FACE BRICK VENEER AND LIMESTONE
 CORNICE, FRIEZE, ARCHITRAVE, PEDIMENTS,
 PANELS, BELTS AND BANDS.
  
 23) FBC 1608.2.2GUARDRAIL STRENGTH.
 ADDITION OF A NOTE TO THE PLANS IS NOTED
 BUT IT CAN BE INTERPRETED INCORRECTLY
 BECAUSE THE STATEMENT "(UNLESS NOTED
 ABOVE)" WAS OMITTED, SEE CAPITALIZED
 TEXT BELOW.EACH GUARDRAIL SHALL
 BE DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB APPLIED IN
 ANY DIRECTION AT THE TOP OF THE
 GUARDRAIL, A CONCENTRATED HORIZONTAL
 LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA
 AT ANY POINT, AND A LINE LOAD OF 50 PLF
 APPLIED HORIZONTALLY AT THE REQUIRED
 GUARDRAIL HEIGHT WITH A SIMULTANEOUS
 LINE LOAD OF 100 PLF APPLIED VERTICALLY
 DOWNWARD ON THE TOP OF THE GUARDRAIL.
 THESE LOADS SHALL NOT BE APPLIED
 SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT
 SHALL BE APPLIED INDIVIDUALLY TO PRODUCE
 MAXIMUM STRESS IN EACH OF THE COMPONENTS
 OR SUPPORTS.AMEND THE NOTE ON THE
 PLANS.
  
 24) FBC 1608.2.1THIS COMMENT HAS NOT
 BEEN ADDRESSED.THE REQUIREMENTS FOR
 HANDRAILS ARE DIFFERENT TO THOSE FOR
 GUARDRAILS.EACH HANDRAIL SHALL BE
 DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB AND A LINE
 LOAD OF 50 PLF.THESE LOADS SHALL NOT
 BE APPLIED SIMULTANEOUSLY BUT SHALL BE
 APPLIED INDIVIDUALLY AT ANY POINT, AND
 IN ANY DIRECTION, TO PRODUCE MAXIMUM
 STRESS IN EACH OF THE COMPONENTS OR
 SUPPORTS.AMEND/ANNOTATE THE PLANS.
  
 25) FBC 3003.4SHEET A-6.11STRETCHER
 ACCESSIBLE ELEVATOR.CONTRARY TO THE
 COMMENT RESPONSE LETTER THE DETAILS/NOTE
 ADDED TO THE PLANS DO NOT ADDRESS THIS
 COMMENT.ELEVATOR NUMBER 144 SHALL BE
 IDENTIFIED, BY SIGNAGE, AS STRETCHER
 ACCESSIBLE.ANNOTATE THE PLANS TO
 DEMONSTRATE COMPLIANCE
  
 28) FBC* 105.13.1SPECIAL INSPECTOR.
 THIS COMMENT HAS NOT BEEN PROPERLY
 ADDRESSED.THE STRUCTURAL INSPECTION
 PLAN ON SHEET S-1.00A IS NOTED, AS ARE
 THE COMMENT RESPONSE LETTER DATED
 9/29/05 AND DAVID LOWE'S LETTER DATED
 6/29/05 BUT NO SPECIAL INSPECTOR
 AGREEMENT HAS BEEN SUBMITTED.SUBMIT A
 SPECIAL INSPECTOR AGREEMENT WITH THE
 ORIGANAL SIGNATURES (AND SEALS WHERE
 APPROPRIATE) OF THE OWNER, THRESHOLD
 INSPECTOR, JOB INSPECTOR, CONTRACTOR AND
 ENGINEER.
  
 31)FBC 11-4.13.6SHEET A-0.10DOOR
 TO THE MENS RESTROOM 106.THE SWING
 DIRECTION OF THIS DOOR HAS BEEN CHANGED
 SINCE THE LAST REVIEW.THE DOOR MUST
 NOW BE MOVED TO THE SOUTH SO THAT THERE
 IS MIN. 18" CLEARANCE BETWEEN THE STRIKE
 EDGE OF THE DOOR AND THE ADJACENT WALL
 RETURN. (FBC FIGURE 11-25).
  
 32) TO EXPEDITE REVIEW OF A RESUBMITTAL
 WHICH REQUIRES NEW PLANS IN ORDER TO
 ADDRESS THE ABOVE COMMENTS, THE OLD
 SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHOULD BE STAPLED/CLIPPED TO THE
 REMAINING OLD SHEETS, TO FORM A SET OF
 'OLD/VOID SHEETS', FOR COMPARISON OF
 REVISIONS WHEN REVIEWING THE RESUBMITTED
 PLANS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-07-22 Cont ID  
Sent By rbrown Date 2005-07-22 Time 17:17 Rev Time 0.00
Received By rbrown Date 2005-07-20 Time 17:42 Sent To  
Notes
2005-07-21 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 4/7/05:
  
 2) FBC 3401.5.2HISTORIC BUILDINGS.
 THIS COMMENT HAS NOT BEEN ADDRESSED.
 THE TECHNICAL REQUIREMENTS OF THE CODE,
 PERTAINING TO 'REPAIRS AND ALTERATIONS
 TO EXISTING BUILDINGS', WILL APPLY
 UNLESS THE BUILDING CAN BE SHOWN TO BE A
 QUALIFIED HISTORIC BUILDING.TO ACHEIVE
 THIS, THE BUILDING MUST BE LISTED
 INDIVIDUALLY OR AS A CONTRIBUTING
 PROPERTY EITHER ON THE NATIONAL REGISTER
 OR UNDER THE PROVISIONS OF A LOCAL
 HISTORIC PRESERVATION ORDINANCE.SUBMIT
 DETAILS TO SHOW WHICH IS APPLICABLE AS
 JUSTIFICATION FOR CONSIDERATION AS A
 QUALIFIED HISTORIC BUILDING.
  
 3) FBC 3401.5IF THE BUILDING IS SHOWN
 TO BE A QUALIFIED HISTORIC BUILDING (PER
 COMMENT #2), THE PROVISIONS OF THE
 TECHNICAL CODE ARE NOT MANDATORY IF THE
 FINISHED BUILDING IS JUDGED, BY THE
 BUILDING OFFICIAL, TO BE SAFE AND IN THE
 PUBLIC INTEREST OF HEALTH, SAFETY AND
 WELFARE.ANY ALTERNATE MATERIALS AND
 METHODS PROPOSED FOR ACHEIVING
 EQUIVALENCY WITH THE REQUIREMENTS OF THE
 CODE WILL BE CONSIDERED AND MAY BE USED
 TO ADDRESS THE FOLLOWING COMMENTS.
  
 5) 61G15-23.002(2)STRUCTURAL PLANS.
 THE PRINTED NAME AND LICENSE NUMBER OF
 RONALD HUNT P.E. SHALL BE SHOWN ON THE
 TITLE BLOCK OF THE STRUCTURAL PLANS.
  
 7) FBC 13-103.1.1.1SHEET 2 OF EACH
 COPY OF THE ENERGY CODE COMPLIANCE FORM
 SHALL BE SIGNED BY THE ARCHITECT OF
 RECORD AND HIS LICENSE NUMBER ADDED ON
 THE SPACE PROVIDED, TO CERTIFY
 COMPLIANCE.THE OTHER PROFESSIONALS
 HAVE ALREADY COMPLIED WITH THIS
 REQUIREMENT.
  
 8) FBC 11-4.1.6FLORIDA ACCESSIBILITY
 CODE DOES NOT APPLY TO BUILDINGS IN
 EXISTENCE ON OCT 1, 1997 SO THE
 FOLLOWING COMMENTS ARE RECOMMENDATIONS
 (ALSO CONSIDER PROVISIONS OF AMERICANS
 WITH DISABILITIES ACT, 1990):
 (A) ALREADY ADDRESSED
 (B) FBC 11-4.24SHEETS A-9.05 AND
 A-9.06, BREAKROOM/CONFERENCE ROOM SINKS.
 THIS COMMENT HAS NOT BEEN PROPERLY
 ADDRESSED.SECTION A-9.05/18 SHOWS
 REQUIRED LEG/KNEE CLEARANCES THAT ARE
 APPLICABLE TO LAVATORIES NOT SINKS.
 AMEND THE PLANS TO DEMONSTRATE THAT THE
 SINKS IN THE BREAK ROOMS AND THE
 CONFERENCE ROOM COMPLY WITH THE
 FOLLOWING:
 - MAX 34" ABOVE FLOOR (CONFERENCE
 ROOM IS CURRENTLY 36"),
 - MAX. 6-1/2" DEEP
 - KNEE CLEARANCE THAT IS 30" WIDE X
 27" HIGH X 19" DEEP WITH PROTECTED HOT
 WATER/DRAIN PIPES
 - A MIN. CLEAR FLOOR SPACE OF 30" X
 48" SHOULD BE PROVIDED IN FRONT OF THE
 SINK FOR FORWARD APPROACH.
 (C) FBC 11-4.15SHEETS A-6.08 AND
 A-6.09.THIS COMMENT HAS NOT BEEN
 ADDRESSED.THE DRINKING FOUNTAINS
 SHOULD HAVE A SPOUT HEIGHT, LEG/KNEE
 CLEARANCES AND CLEAR FLOOR SPACE IN
 COMPLIANCE WITH FIG. 27.
  
 9) FBC* F102.2.4THIS COMMENT HAS NOT
 BEEN ADDRESSED.ROOF COVERINGS, ON
 BUILDINGS LOCATED IN THE FIRE DISTRICT,
 SHALL CONFORM TO THE REQUIREMENTS OF
 CLASS A OR B ROOF COVERINGS, AS DEFINED
 IN FBC 1505.ANNOTATE THE PLANS TO
 DEMONSTRATE COMPLIANCE.
  
 10) FBC* F102.2.8SHEET A-3.01,
 ELEVATIONS.THIS COMMENT HAS NOT BEEN
 ADDRESSED.ITEM #8 ON THE LEGEND
 REFERS TO FABRIC AWNINGS.PERMANENT
 CANOPIES/ AWNINGS AND THEIR SUPPORTS, ON
 BUILDINGS LOCATED IN THE FIRE DISTRICT,
 SHALL BE OF NON-COMBUSTIBLE MATERIAL,
 FIRE RETARDANT TREATED WOOD, WOOD OF
 TYPE III SIZES OR OF 1-HOUR RESISTANT
 CONSTRUCTION.ANNOTATE THE PLANS TO
 DEMONSTRATE COMPLIANCE.ALSO, SHEET
 A-8.01 HAS A NOTE REFERING TO THE WINDOW
 SCHEDULE 'KEY NOTES' COLUMN FOR LOCATION
 OF AWNINGS BUT NOTE# 11 IS NOT CALLED
 UP.THERE ARE 'WINDOW GENERAL NOTES'
 AND 'WINDOW KEY NOTES' ON THIS SHEET,
 BOTH WITH NUMBERED NOTES 1,2,3.....IS
 THE NUMBERING OF THE NOTES ON THE
 SCHEDULE REFERING TO THE WINDOW GENERAL
 NOTES (1-14) OR WINDOW KEY NOTES (1-4)?
  
 11) THIS COMMENT HAS NOT BEEN ADDRESSED.
 SUBMIT PRODUCT APPROVALS FOR THE NEW
 BUILT-UP COAL TAR ROOFING SYSTEM, DOORS
 AND WINDOWS.
 NOTE: FL. ADMIN CODE RULE 9B-72 (IN
 EFFECT SINCE OCTOBER 1, 2003) REQUIRES
 THAT PRODUCTS HAVE STATEWIDE, LOCAL OR
 SITE-SPECIFIC PRODUCT APPROVAL.THE
 SUBMITTAL SHOULD INCLUDE THE STATEWIDE
 PRODUCT APPROVAL NUMBER (FL###),
 AVAILABLE FROM THE DEPT OF COMMUNITY
 AFFAIRS PRODUCT APPROVAL WEBSITE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP
 (IF YOU FIND THAT THE QUOTED WEB PAGE IS
 NO LONGER AVAILABLE, PLEASE INFORM THE
 PLAN REVIEWER)
  
 12) FBC 3502THIS COMMENT HAS NOT BEEN
 ADDRESSED.SHEET S-1.00, GENERAL NOTE
 #1 REFERS TO ACI 318-99.THE EDITION OF
 THIS STANDARD REFERENCED IN THE CODE IS
 ACI 318-02.AMEND THE NOTE.
  
 14) FBC 1003.3.5SHEET A-0.12, THIRD
 FLOOR LIFE SAFETY PLAN, CONVERGING
 EXITS.THIS COMMENT HAS NOT BEEN
 ADDRESSED.IT IS NOTED THAT THE WEST
 EXIT STAIR DISCHARGES AT THIS LEVEL.
 THE MEANS OF EGRESS CALCULATION SHOWS
 THE THIS COMMENT HAS NOT BEEN ADDRESSED.
 NORTH AND SOUTH EXIT STAIRS EACH
 CARRYING A NUMBER OF OCCUPANTS EQUAL TO
 THE TOTAL THIRD FLOOR OCCUPANCY (294
 OCCUPANTS) PLUS THE WEST STAIR OCCUPANT
 LOAD (73 OCCUPANTS) SPLIT EQUALLY
 BETWEEN THE NORTH AND SOUTH STAIRS.
 THIS RESULTS IN AN OCCUPANT LOAD OF 184
 OCCUPANTS FOR EACH OF THE TWO EXIT
 STAIRS.DUE TO THE PLAN POSITION OF THE
 STAIRS, IN A REAL EGRESS SITUATION THE
 ENTIRE WEST STAIR OCCUPANTS WOULD GO TO
 THE NORTH STAIR.THE OCCUPANT LOAD OF
 THE NORTH EXIT STAIR WOULD BE 220
 OCCUPANTS, WHICH REQUIRES A STAIR WIDTH
 OF 66".THIS EXCEEDS THE PROPOSED 60"
 STAIR WIDTH.AMEND THE MEANS OF EGRESS
 CALCULATION AND THE NORTH STAIR PLANS ON
 SHEET A-5.02.
  
 15) FBC 1012.4SHEET A-0.12THIRD
 FLOOR LIFE SAFETY PLAN.THIS COMMENT
 HAS NOT BEEN ADDRESSED.DURING THEIR
 SWING, THE EXIT DOORS LEADING TO THE
 NORTH AND SOUTH EXIT STAIRS OBSTRUCT
 MORE THAN HALF OF THE REQUIRED LANDING.
 SEE COMMENT #20 ALSO.AMEND THE PLAN.
  
 18) FBC 1020.4SHEETS A-4.01 TO A-4.04.
 THIS COMMENT HAS NOT BEEN ADDRESSED.
 THE EDGE OF THE STAIRS SHALL BE
 PROTECTED BY A GUARDRAIL WHICH IS MIN.
 42" HIGH WITH INTERMEDIATE RAIL SPACING
 OR ORNAMENTAL PATTERN THAT WILL REJECT
 THE PASSAGE OF A 4" SPHERE (REF: FBC
 1015.2 AND 1015.3)
  
 19) FBC 1403SHEETS A-4.01 TO A-4.04,
 WALL DETAILS.THIS COMMENT HAS NOT BEEN
 ADDRESSED.SUBMIT DETAILS TO SHOW
 MEANS OF RESTRAINT FOR THE FACE BRICK
 VENEER AND LIMESTONE CORNICE, FRIEZE,
 ARCHITRAVE, PEDIMENTS, PANELS, BELTS AND
 BANDS.
  
 20) FBC 1007.4SHEETS A-5.01 AND
 A-5.02, STAIR LANDINGS.THIS COMMENT
 HAS NOT BEEN ADDRESSED.THE WIDTH OF
 THE LANDINGS SHALL NOT BE LESS THAN THE
 WIDTH OF THE STAIRWAYS THEY SERVE.
 AMEND THE PLANS.
  
 21) FBC 1007.5.1SHEETS A-5.01 AND
 A-5.02, STAIR DETAILS.THIS COMMENT HAS
 NOT BEEN ADDRESSED.THE STAIR TREADS
 SHALL BE A MINIMUM OF 11".AMEND THE
 PLANS
  
 22) FBC 1015.2SHEET A-6.07, FOURTH
 FLOOR BALCONY GUARDRAIL.IT IS NOTED
 THAT A GUARDRAIL IS SHOWN ON DETAILS 7
 AND 8.THE HEIGHT IS SHOWN AS 34" WHICH
 IS LESS THAN THE REQUIRED 42".AMEND
 THE PLANS TO DEMONSTRATE COMPLIANCE WITH
 THE MINUMUM HEIGHT REQUIREMENTS.
  
 23) FBC 1608.2.2THIS COMMENT HAS NOT
 BEEN ADDRESSED.EACH GUARDRAIL SHALL
 BE DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB APPLIED IN
 ANY DIRECTION AT THE TOP OF THE
 GUARDRAIL, A CONCENTRATED HORIZONTAL
 LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA
 AT ANY POINT, AND A LINE LOAD OF 50 PLF
 APPLIED HORIZONTALLY AT THE REQUIRED
 GUARDRAIL HEIGHT WITH A SIMULTANEOUS
 LINE LOAD OF 100 PLF APPLIED VERTICALLY
 DOWNWARD ON THE TOP OF THE GUARDRAIL.
 THESE LOADS SHALL NOT BE APPLIED
 SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT
 SHALL BE APPLIED INDIVIDUALLY TO PRODUCE
 MAXIMUM STRESS IN EACH OF THE COMPONENTS
 OR SUPPORTS.AMEND/ANNOTATE THE PLANS.
  
 24) FBC 1608.2.1THIS COMMENT HAS NOT
 BEEN ADDRESSED.EACH HANDRAIL SHALL BE
 DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB AND A LINE
 LOAD OF 50 PLF.THESE LOADS SHALL NOT
 BE APPLIED SIMULTANEOUSLY BUT SHALL BE
 APPLIED INDIVIDUALLY AT ANY POINT, AND
 IN ANY DIRECTION, TO PRODUCE MAXIMUM
 STRESS IN EACH OF THE COMPONENTS OR
 SUPPORTS.AMEND/ANNOTATE THE PLANS.
  
 25) FBC 3003.4THIS COMMENT HAS NOT
 BEEN ADDRESSED.SHEET A-6.11.ELEVATOR
 NUMBER 144 SHALL BE IDENTIFIED, BY
 SIGNAGE, AS STRETCHER ACCESSIBLE.
 ANNOTATE THE PLANS TO DEMONSTARE
 COMPLIANCE
  
 26) FBC 705.1.2SHEETA-7.01DOOR
 SCHEDULE.THIS COMMENT HAS NOT BEEN
 ADDRESSED.THE FOLLOWING DOORS ARE IN
 WALLS REQURED TO BE 1-HOUR FIRE RATED,
 PER THE LIFE SAFETY PLANS, AND SHOULD BE
 20-MINUTE FIRE-RATED DOORS:
 133-1, 125-1, 113-1, 221-1, 212-1,
 212-2, 211-1, 210-1, 207-1, 208-1,
 214-1, 215-1, 216-1, 217-1, 202.3,
 314-1, 308-1, 309-1, 311-1, 312-1,
 317-1, 322-1, 402-1, 403-1, 422-1,
 423-1
 THE FOLLOWING DOORS ARE IN 2-HOUR RATED
 WALLS AND REQUIRED TO BE 90-MINUTE
 FIRE-RATED DOORS:
 401-1 AND 401-2
 THE ABOVE LIST IS NOT EXHAUSTIVE.AMEND
 THESE AS WELL AS ANY OTHER NON-RATED
 DOORS WHICH ARE LOCATED IN FIRE-RATED
 WALLS.
  
 28) FBC* 105.13.1SPECIAL INSPECTOR.
 THIS COMMENT HAS NOT BEEN ADDRESSED.A
 STRUCTURAL INSPECTION PLAN MUST BE
 SUBMITTED PRIOR TO THE ISSUANCE OF THE
 BUILDING PERMIT.THREE COPIES OF THE
 PLANS AND OTHER DOCUMENTS WILL BE
 REQUIRED FOR PERMITTING PURPOSES
 WHEN A THRESHOLD INSPECTOR IS SELECTED,
 PLEASE ARRANGE WITH HAROLD PISKURA
 (INSPECTION SERVICES MANAGER - TEL:
 561 805 6711), A MEETING INVOLVING THE
 OWNER, THRESHOLD INSPECTOR, JOB
 INSPECTOR, CONTRACTOR AND ENGINEER.
  
 29) FBC 1908.6.1SHEET S-1.01. THE 'NEW
 SLAB ON GRADE' DETAIL HAS BEEN AMENDED
 TO SHOW CLAY BRICK MESH REINFORCEMENT
 SUPPORTS.THE USE OF CLAY BRICK FOR
 SUPPORT OF REINFORCEMENT IS NOT
 RECOGNIZED PRACTICE.AMEND THE PLANS TO
 SHOW AN ALTERNATIVE MATERIAL FOR THE
 SUPPORTS OR SUBMIT DOCUMENTATION FROM
 THE MESH REINFORCEMENT MANUFACTURER
 STATING THAT THE USE OF CLAY BRICK
 SUPPORTS IS IN ACCORDANCE WITH THEIR
 SPECIFICATIONS.
  
 30) TO EXPEDITE REVIEW OF A RESUBMITTAL
 WHICH REQUIRES NEW PLANS IN ORDER TO
 ADDRESS THE ABOVE COMMENTS, THE OLD
 SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHOULD BE STAPLED/CLIPPED TO THE
 REMAINING OLD SHEETS, TO FORM A SET OF
 'OLD/VOID SHEETS', FOR COMPARISON OF
 REVISIONS WHEN REVIEWING THE RESUBMITTED
 PLANS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-04-07 Cont ID  
Sent By rbrown Date 2005-04-07 Time 15:00 Rev Time 0.00
Received By rbrown Date 2005-04-01 Time 14:06 Sent To  
Notes
2005-04-01 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) WORKING DRAWING REVIEW ONLY.NO
 PERMIT CAN BE ISSUED UNTIL THE PERMIT
 APPLICATION AND FEES ARE SUBMITTED.
 NOTE: IF THE PERMIT APPLICATION IS MADE
 AFTER JULY 2001, FLORIDA BUILDING CODE
 2004 WILL BE IN EFFECT AND THE PLANS
 WILL HAVE TO COMPLY WITH THE NEWER CODE.
  
 2) FBC 3401.5.2HISTORIC BUILDINGS.
 THE TECHNICAL REQUIREMENTS OF THE CODE,
 PERTAINING TO 'REPAIRS AND ALTERATIONS
 TO EXISTING BUILDINGS', WILL APPLY
 UNLESS THE BUILDING CAN BE SHOWN TO BE A
 QUALIFIED HISTORIC BUILDING.TO ACHEIVE
 THIS, THE BUILDING MUST BE LISTED
 INDIVIDUALLY OR AS A CONTRIBUTING
 PROPERTY EITHER ON THE NATIONAL REGISTER
 OR UNDER THE PROVISIONS OF A LOCAL
 HISTORIC PRESERVATION ORDINANCE.SUBMIT
 DETAILS TO SHOW WHICH IS APPLICABLE AS
 JUSTIFICATION FOR CONSIDERATION AS A
 QUALIFIED HISTORIC BUILDING.
  
 3) FBC 3401.5IF THE BUILDING IS SHOWN
 TO BE A QUALIFIED HISTORIC BUILDING (PER
 COMMENT #2), THE PROVISIONS OF THE
 TECHNICAL CODE ARE NOT MANDATORY IF THE
 FINISHED BUILDING IS JUDGED, BY THE
 BUILDING OFFICIAL, TO BE SAFE AND IN THE
 PUBLIC INTEREST OF HEALTH, SAFETY AND
 WELFARE.ANY ALTERNATE MATERIALS AND
 METHODS PROPOSED FOR ACHEIVING
 EQUIVALENCY WITH THE REQUIREMENTS OF THE
 CODE WILL BE CONSIDERED AND MAY BE USED
 TO ADDRESS THE FOLLOWING COMMENTS.
  
 4) FBC* 104.2.4SITE SURVEY.WHEN
 SUBMITTING THE PERMIT APPLICATION, EACH
 COPY OF THE SURVEY DRAWINGS WILL NEED TO
 BE SIGNED/SEALED BY JOHN E PHILLIPS III.
 (REF: 472.025(1) FL. STATUTES)
  
 5) FBC* 104.2.1.2ARCHITECTURAL AND
 ENGINEERING PLANS.WHEN SUBMITTING THE
 PERMIT APPLICATION, EACH COPY OF THE
 ARCHITECTURAL AND ENGINEERING PLANS WILL
 NEED TO BE SIGNED/SEALED BY THE
 ARCHITECT/ENGINEER WHO PREPARED THE
 PLANS.NOTE:THE PRINTED NAME AND
 LICENSE NUMBER OF THE ARCHITECT/ENGINEER
 SHALL BE SHOWN ON THE PLANS.
  
 6) FBC 104.2.1IT IS NOTED THAT THE
 SUBMITTED ARCHITECTURAL PLANS ARE 75%
 COMPLETE AND THE STRUCTURAL PLANS ARE
 50% COMPLETE.NOTE THAT REVIEW OF THESE
 PLANS WHEN THEY ARE COMPLETE MAY RESULT
 IN ADDITIONAL COMMENTS.
  
 7) FBC 13-103.0ENERGY CODE COMPLIANCE
 SHALL BE DEMONSTRATED BY SUBMITTAL OF
 APPROPRIATE CODE COMPLIANCE FORMS
  
 8) FBC 11-4.1.6FLORIDA ACCESSIBILITY
 CODE DOES NOT APPLY TO BUILDINGS IN
 EXISTENCE ON OCT 1, 1997 SO THE
 FOLLOWING COMMENTS ARE RECOMMENDATIONS
 (ALSO CONSIDER PROVISIONS OF AMERICANS
 WITH DISABILITIES ACT, 1990):
 (A) FBC 11-4.1.2ACCESSIBLE SITE.
 SHOW AN ACCESSIBLE ROUTE ON THE PLANS
 FROM PUBLIC TRANSPORTATION STOPS,
 PARKING SPACES, PASSENGER LOADING ZONES
 AND PUBLIC STREETS/SIDEWALKS.
 (B) FBC 11-4.24SHEETS A-9.05 AND
 A-9.06, BREAKROOM/CONFERENCE ROOM SINKS.
 THE SINKS IN BREAK ROOMS 112, 210 AND
 414, AND IN CONFERENCE ROOM 307 SHOULD
 BE MAX. 34" ABOVE FLOOR (CONFERENCE
 ROOM IS CURRENTLY 36"), MAX. 6-1/2" DEEP
 AND HAVE KNEE CLEARANCE THAT IS 30" WIDE
 X 27" HIGH X 19" DEEP WITH PROTECTED HOT
 WATER/DRAIN PIPES.ALSO A MIN. CLEAR
 FLOOR SPACE OF 30" X 48" SHOULD BE
 PROVIDED IN FRONT OF THE SINK FOR
 FORWARD APPROACH.
 (C) FBC 11-4.15SHEETS A-6.08 AND
 A-6.09.THE DRINKING FOUNTAINS SHOULD
 HAVE A SPOUT HEIGHT, LEG/KNEE CLEARANCES
 AND CLEAR FLOOR SPACE IN COMPLIANCE WITH
 FIG. 27.
  
 9) FBC* F102.2.4ROOF COVERINGS, ON
 BUILDINGS LOCATED IN THE FIRE DISTRICT,
 SHALL CONFORM TO THE REQUIREMENTS OF
 CLASS A OR B ROOF COVERINGS, AS DEFINED
 IN FBC 1505.ANNOTATE THE PLANS TO
 DEMONSTRATE COMPLIANCE.
  
 10) FBC* F102.2.8SHEET A-3.01,
 ELEVATIONS.ITEM #8 ON THE LEGEND
 REFERS TO FABRIC AWNINGS.PERMANENT
 CANOPIES/ AWNINGS AND THEIR SUPPORTS, ON
 BUILDINGS LOCATED IN THE FIRE DISTRICT,
 SHALL BE OF NON-COMBUSTIBLE MATERIAL,
 FIRE RETARDANT TREATED WOOD, WOOD OF
 TYPE III SIZES OR OF 1-HOUR RESISTANT
 CONSTRUCTION.ANNOTATE THE PLANS TO
 DEMONSTRATE COMPLIANCE.
  
 11) SUBMIT PRODUCT APPROVALS FOR THE NEW
 BUILT-UP COAL TAR ROOFING SYSTEM, DOORS
 AND WINDOWS.
 NOTE: FL. ADMIN CODE RULE 9B-72 (IN
 EFFECT SINCE OCTOBER 1, 2003) REQUIRES
 THAT PRODUCTS HAVE STATEWIDE, LOCAL OR
 SITE-SPECIFIC PRODUCT APPROVAL.THE
 SUBMITTAL SHOULD INCLUDE THE STATEWIDE
 PRODUCT APPROVAL NUMBER (FL###),
 AVAILABLE FROM THE DEPT OF COMMUNITY
 AFFAIRS PRODUCT APPROVAL WEBSITE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP
 (IF YOU FIND THAT THE QUOTED WEB PAGE IS
 NO LONGER AVAILABLE, PLEASE INFORM THE
 PLAN REVIEWER)
  
 12) FBC 3502SHEET S-1.00, GENERAL NOTE
 #1 REFERS TO ACI 318-99.THE EDITION OF
 THIS STANDARD REFERENCED IN THE CODE IS
 ACI 318-02.AMEND THE NOTE.
  
 13) FBC 601.3SHEET S2.03, SECTIONS B
 AND 3 SHOW THE USE OF COMPOSITE CARBON
 FIBER REINFORCING SHEETS APPLIED TO THE
 UNDERSIDE OF THE EXISTING REINFORCED
 SLAB.SUBMIT DETAILS TO SHOW HOW THE
 REQUIRED TWO-HOUR FIRE RATING WILL BE
 ACHIEVED.
  
 14) FBC 1003.3.5SHEET A-0.12, THIRD
 FLOOR LIFE SAFETY PLAN, CONVERGING
 EXITS.IT IS NOTED THAT THE WEST EXIT
 STAIR DISCHARGES AT THIS LEVEL.THE
 MEANS OF EGRESS CALCULATION SHOWS THE
 NORTH AND SOUTH EXIT STAIRS EACH
 CARRYING A NUMBER OF OCCUPANTS EQUAL TO
 THE TOTAL THIRD FLOOR OCCUPANCY (294
 OCCUPANTS) PLUS THE WEST STAIR OCCUPANT
 LOAD (73 OCCUPANTS) SPLIT EQUALLY
 BETWEEN THE NORTH AND SOUTH STAIRS.
 THIS RESULTS IN AN OCCUPANT LOAD OF 184
 OCCUPANTS FOR EACH OF THE TWO EXIT
 STAIRS.DUE TO THE PLAN POSITION OF THE
 STAIRS, IN A REAL EGRESS SITUATION THE
 ENTIRE WEST STAIR OCCUPANTS WOULD GO TO
 THE NORTH STAIR.THE OCCUPANT LOAD OF
 THE NORTH EXIT STAIR WOULD BE 220
 OCCUPANTS, WHICH REQUIRES A STAIR WIDTH
 OF 66".THIS EXCEEDS THE PROPOSED 60"
 STAIR WIDTH.AMEND THE MEANS OF EGRESS
 CALCULATION AND THE NORTH STAIR PLANS ON
 SHEET A-5.02.
  
 15) FBC 1012.4SHEET A-0.12THIRD
 FLOOR LIFE SAFETY PLAN.DURING THEIR
 SWING, THE EXIT DOORS LEADING TO THE
 NORTH AND SOUTH EXIT STAIRS OBSTRUCT
 MORE THAN HALF OF THE REQUIRED LANDING.
 SEE COMMENT #20 ALSO.AMEND THE PLAN.
  
 16) FBC 705.1.2SHEET A-0.13, FOURTH
 FLOOR LIFE SAFETY PLAN.THE MECHANICAL
 SHAFTS AT GRIDS 12/E.1 AND 13/C SHALL BE
 SEPARATED FROM THE SOUTH STAIR BY
 TWO-HOUR FIRE-RATED CONSTRUCTION. AMEND
 THE PLANS AS THEY CURRENTLY SHOW NO FIRE
 SEPARATION.
  
 17) FBC 604SHEET A-1.03, THIRD FLOOR
 PLAN.THE GRID 9 WALL BETWEEN GRIDS A
 AND B IS SHOWN AS WALL TYPE 5, WHICH IS
 NOT A FIRE-RATED WALL TYPE.A ONE-HOUR
 FIRE-RATED WALL IS REQUIRED PER THE LIFE
 SAFETY PLAN (SHEET A-0.12).AMEND THE
 WALL TYPE MARKER ON SHEET A-1.03
  
 18) FBC 1020.4SHEETS A-4.01 TO A-4.04.
 THE EDGE OF THE STAIRS SHALL BE
 PROTECTED BY A GUARDRAIL WHICH IS MIN.
 42" HIGH WITH INTERMEDIATE RAIL SPACING
 OR ORNAMENTAL PATTERN THAT WILL REJECT
 THE PASSAGE OF A 4" SPHERE (REF: FBC
 1015.2 AND 1015.3)
  
 19) FBC 1403SHEETS A-4.01 TO A-4.04,
 WALL DETAILS.SUBMIT DETAILS TO SHOW
 MEANS OF RESTRAINT FOR THE FACE BRICK
 VENEER AND LIMESTONE CORNICE, FRIEZE,
 ARCHITRAVE, PEDIMENTS, PANELS, BELTS AND
 BANDS.
  
 20) FBC 1007.4SHEETS A-5.01 AND
 A-5.02, STAIR LANDINGS.THE WIDTH OF
 THE LANDINGS SHALL NOT BE LESS THAN THE
 WIDTH OF THE STAIRWAYS THEY SERVE.
 AMEND THE PLANS.
  
 21) FBC 1007.5.1SHEETS A-5.01 AND
 A-5.02, STAIR DETAILS.THE STAIR TREADS
 SHALL BE A MINIMUM OF 11".AMEND THE
 PLANS
  
 22) FBC 1015.2SHEET A-6.07, FOURTH
 FLOOR BALCONY GUARDRAIL.IT IS NOTED
 THAT A GUARDRAIL IS SHOWN ON DETAILS 7
 AND 8, BUT THE DETAILS DO NOT HAVE
 DIMENSIONS TO SHOW COMPLIANCE WITH THE
 MINUMUM HEIGHT REQUIREMENTS.
  
 23) FBC 1608.2.2EACH GUARDRAIL SHALL
 BE DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB APPLIED IN
 ANY DIRECTION AT THE TOP OF THE
 GUARDRAIL, A CONCENTRATED HORIZONTAL
 LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA
 AT ANY POINT, AND A LINE LOAD OF 50 PLF
 APPLIED HORIZONTALLY AT THE REQUIRED
 GUARDRAIL HEIGHT WITH A SIMULTANEOUS
 LINE LOAD OF 100 PLF APPLIED VERTICALLY
 DOWNWARD ON THE TOP OF THE GUARDRAIL.
 THESE LOADS SHALL NOT BE APPLIED
 SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT
 SHALL BE APPLIED INDIVIDUALLY TO PRODUCE
 MAXIMUM STRESS IN EACH OF THE COMPONENTS
 OR SUPPORTS.AMEND/ANNOTATE THE PLANS.
  
 24) FBC 1608.2.1EACH HANDRAIL SHALL BE
 DESIGNED AND CONSTRUCTED FOR A
 CONCENTRATED LOAD OF 200 LB AND A LINE
 LOAD OF 50 PLF.THESE LOADS SHALL NOT
 BE APPLIED SIMULTANEOUSLY BUT SHALL BE
 APPLIED INDIVIDUALLY AT ANY POINT, AND
 IN ANY DIRECTION, TO PRODUCE MAXIMUM
 STRESS IN EACH OF THE COMPONENTS OR
 SUPPORTS.AMEND/ANNOTATE THE PLANS.
  
 25) FBC 3003.4SHEET A-6.11.ELEVATOR
 NUMBER 144 SHALL BE IDENTIFIED, BY
 SIGNAGE, AS STRETCHER ACCESSIBLE.
 ANNOTATE THE PLANS TO DEMONSTARE
 COMPLIANCE
  
 26) FBC 705.1.2SHEETA-7.01DOOR
 SCHEDULE.THE FOLLOWING DOORS ARE IN
 WALLS REQURED TO BE 1-HOUR FIRE RATED,
 PER THE LIFE SAFETY PLANS, AND SHOULD BE
 20-MINUTE FIRE-RATED DOORS:
 133-1, 125-1, 113-1, 222-1, 212-1,
 211-1, 210-1, 207-1, 208-1, 216-1,
 216-2, 316-1, 314-1, 308-1, 311-1,
 312-1, 403-1, 401-1 AND 401-2
  
 27) TO EXPEDITE REVIEW OF A RESUBMITTAL
 WHICH REQUIRES NEW PLANS IN ORDER TO
 ADDRESS THE ABOVE COMMENTS, THE OLD
 SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHOULD BE STAPLED/CLIPPED TO THE
 REMAINING OLD SHEETS, TO FORM A SET OF
 'OLD/VOID SHEETS', FOR COMPARISON OF
 REVISIONS WHEN REVIEWING THE RESUBMITTED
 PLANS.
  
 28) FBC* 105.13.1SPECIAL INSPECTOR.A
 STRUCTURAL INSPECTION PLAN MUST BE
 SUBMITTED PRIOR TO THE ISSUANCE OF THE
 BUILDING PERMIT.THREE COPIES OF THE
 PLANS AND OTHER DOCUMENTS WILL BE
 REQUIRED FOR PERMITTING PURPOSES
 WHEN A THRESHOLD INSPECTOR IS SELECTED,
 PLEASE ARRANGE WITH HAROLD PISKURA
 (INSPECTION SERVICES MANAGER - TEL:
 561 805 6711), A MEETING INVOLVING THE
 OWNER, THRESHOLD INSPECTOR, JOB
 INSPECTOR, CONTRACTOR AND ENGINEER.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop E ELECTRICAL
Rev No 16 Status P Date 2007-11-06 Cont ID  
Sent By dpalmer Date 2007-11-06 Time 16:45 Rev Time 0.00
Received By dpalmer Date 2007-11-06 Time 12:59 Sent To  
Notes
2007-11-06 16:46:47AS-BUILTS, REVISIONS, ALREADY ON FILE. STAMPED SHEETS.
 ELECTRICAL AS BUILTS ARE NOT NEEDED FOR ELECTRICAL
 FILE.
Review Stop E ELECTRICAL
Rev No 15 Status P Date 2007-08-26 Cont ID  
Sent By dpalmer Date 2007-08-26 Time 17:04 Rev Time 0.00
Received By dpalmer Date 2007-08-26 Time 16:24 Sent To PC
Notes
2007-08-26 17:08:01REV'S OK, STAMPED.
  
  
 ** REDLINED THE FOLLOWING ON PLANS:
  
 THE NEW HAND RAIL LIGHTING SHALL BE VERIFIED IN FIELD
 FOR ALL LSITINGS FROM A NRTL. 110.3
  
 ANY DOOR HOLDERS, ACCESS CONTROLS, EGRESS DEVICES SHALL
 MEET CHAPTER 7 OF THE LS CODE 101.
 7.2.1.5.1, 7.2.1.6.2
Review Stop E ELECTRICAL
Rev No 14 Status F Date 2007-06-09 Cont ID  
Sent By dpalmer Date 2007-06-09 Time 18:48 Rev Time 0.00
Received By dpalmer Date 2007-06-09 Time 16:42 Sent To PC
Notes
2007-06-09 18:50:31** UNSAT **
 SHEETS E 2.02, 2.02C, 4.10 AND 5.01 HAVE COMMENTS. ALL
 OTHER SHEETS STAMPED AS REVIEWED.
  
 1) NOTE: PLEASE SEE PHOTO-METRICS ON WEST SIDE OF
 BUILDING DOES NOT INDICATE THE ENTIRE EGRESS PATH ON
 STAIRS FOR POINTS CALCULATED. THE AREA BY THE HAND
 RAILS IS ONLY PART OF THE STAIRS.
 PLEASE SEE LS 101 7.8.1.3, 7.9.2.
 PLEASE SEE THE CIRCUITING ON PLANS INDICATES EM-1, YET
 EM-1 ON PANEL SCHEDULE DOES NOT COORDINATE WITH THIS.
 ALL THREE STAIRS ARE NOTED WITH THE SAME EM-1.
 PLEASE REVISE E2.02, 2.02C.
  
 2) NOTE: PLEASE SEE RISER WHICH INDICATES MDH AS
 900AMPS WHICH THE CONDUCTORS AS SHOWN ON SCHEDULE WOULD
 NOT MEET 240.4C
 PLEASE SEE SHEET 5.01 AS THIS SHOWS AN 800AMP BUS AND A
 700AMP MAIN?
 PLEASE BE SURE TO COORDINATE THIS MAIN AND ANY OTHERS
 BEFORE SUBMITTING REVISIONS.
  
 3) NOTE: AS NOTED, PLEASE SEE THE GROUNDING DETAIL ON
 5.10 WHICH INDICATES *FENCE STEEL AS PART OF THE
 GROUNDING ELECTRODE SYSTEM AT CHILLER PLANT. THIS SEEMS
 TO BE A MISPRINT. THIS WAS CONFIRMED WITH GC
 SUPERINTENDENT THAT THIS IS THE FOOTER STEEL. THIS WAS
 REDLINED ON THIS SHEET AND STAMPED.
  
  
 **OTHER PLAN SHEETS SUBMITTED STAMPED.
  
 ** IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH.
 561-805-6717
Review Stop E ELECTRICAL
Rev No 13 Status N Date 2007-05-09 Cont ID  
Sent By dpalmer Date 2007-05-09 Time 13:22 Rev Time 0.00
Received By dpalmer Date 2007-05-09 Time 13:22 Sent To PC
Notes
2007-05-09 13:24:39*** NOTES ****
  
 1) NOTE: ELECTRICAL RFI'S SUBMITTED 5/2/07 NOT
 REVIEWED. PLEASE REVISEE ELECTRICAL PLANS WITH
 CHANGES.
 PLEASE RETAIN THIS SHEET AS A CREDIT WILL BE GIVEN FOR
 THE $80 TOWARDS NEXT REVISIONS SUBMTITED.
  
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
Review Stop E ELECTRICAL
Rev No 12 Status F Date 2007-01-31 Cont ID  
Sent By dpalmer Date 2007-01-31 Time 16:21 Rev Time 0.00
Received By dpalmer Date 2007-01-31 Time 16:07 Sent To PC
Notes
2007-01-31 16:22:20*** UNSAT ***
  
  
 ** PLEASE SEE THE REVIEW NOTES DATED 12/27/06
  
 1) NOTE: PLEASE THE LIGHTING TO THE PUBLIC RIGHT OF WAY
 HAS NOT YET BEEN PROVIDED TO MEET NFPA-101 7.8.1.3,
 7.9.2.2
  
 2) NOTE: PLEASE SEE THE SECOND SERVICE AS SHOWN AT THE
 CHILLER PLANT LOCATION IS NOT GRANTED AND THIS HAS ALSO
 BEEN CONFIRMED WITH THE CHIEF ELECTRICAL INSPECTOR.
 PLEASE SEE THE PLANS DO NOT PROVIDE THE INFORMATION OR
 DESIGN TO MEET 230.2 AND FOR THE AHJ TO GRANT SPECIAL
 PERMISSION.
  
 3) NOTE: PLEASE SEE THE VALUE FOR THE COMPLETE SCOPE OF
 WORK HAS NOT BEEN ADJUSTED FOR ACTUAL WORK. THIS MUST
 BE DONE.
 PLEASE SEE106.5 UNDER THE 2001 FBC AND 108.3 UNDER THE
 2004 FBC BOTH ADMIN SECTIONS.
  
 4) NOTE: PLEASE KNOW AS THE SERVICE RISER SHOWN IS NOT
 GRANTED OR PERMITTED, REVIEW FOR OTHER ITEMS FOR CODES
 COMPLIANCE IS NOT BEING DONE AT THIS TIME.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 10 Status P Date 2007-01-25 Cont ID  
Sent By dpalmer Date 2007-01-25 Time 17:02 Rev Time 0.00
Received By dpalmer Date 2007-01-22 Time 10:38 Sent To PC
Notes
2007-01-25 17:03:02PARTIAL RELEASE OF INTERIOR ONLY . NOTES TO FOLLOW FOR
 EXTERIOR AND AND SERVICE.
Review Stop E ELECTRICAL
Rev No 9 Status F Date 2006-12-27 Cont ID  
Sent By dpalmer Date 2006-12-27 Time 17:45 Rev Time 0.00
Received By dpalmer Date 2006-12-27 Time 08:45 Sent To PC
Notes
2006-12-27 17:46:31*** UNSAT **
  
 1) NOTE: PLEASE SUBMIT ONE COMPLETE SET OF
 PHOTO-METRICS. PLEASE KNOW AS THIS IS REQUIRED UNDER
 THE ELECTRICAL, LIFE SAFETY AND ELECTRICAL ENGINEER IS
 ALSO RESPONSIBLE FOR THIS SCOPE OF WORK, ALL PLANS
 SHALL BE DONE BY THE ENGINEER OF RECORD. FS 471.025
 PLEASE SEE SOME PHOTO-METRICS WERE DONE BY THE ENGINEER
 HOWEVER THEY ARE NOT THE SAME AS THE OTHERS DONE WHICH
 WERE NOT SIGNED, AND SEALED BY ANYONE.
 PLEASE KNOW AS PER NFPA-101, 7.9, AND 7.8, 7.8.1.3,
 7.9.2.2, EMERGENCY LIGHTING IS REQUIRED OUT OF THE
 BUILDING LEADING TO THE PUBLIC RIGHT OF WAY. PLEASE SEE
 THIS WOULD INCLUDE STAIRS OUTSIDE.
 PLEASE SEE ONE OF THE MOST IMPORTANT ITEMS WAS REMOVED
 FROM PLANS WHICH WERE THE REQUIRED BATTERY BACK UP
 FIXTURES FROM THE STAIRWAYS. PLEASE SEE THAT SOME SORT
 OF BATTERY BACK UP FIXTURES WILL BE REQUIRED AS
 REQUIRED AND SHOWN ON ORIGINAL PLANS.
  
 2) NOTE: PLEASE SEE THE NEW PROPOSED SERVICE FOR THE
 CHPP IS NOT YET APPROVED AS SHOWN. PLEASE SEE 230.2
 WHICH SPECIAL PERMISSION MUST FIRST BE GRANTED BY THE
 AHJ IF THE BUILDING MEETS THE EXCEPTIONS TO INSTALL NEW
 SERVICE. PLEASE KNOW AT THIS TIME THIS IS NOT
 PERMITTED.
 PLEASE SEE CHILLER PLANT STRUCTURE/AREA/BUILDING
 CONTAINS A FEEDER FROM THE OTHER ELECTRICAL SERVICE
 WHICH ISNOT PERMITTED AND/OR IF IT DOES COMES TO THE
 POINT OF BEING PERMITTED, THEN A MEANS OF DISCONNECT
 AND SIGNAGE AT THIS LOCATION FOR PANEL AUX WILL BE
 REQUIRED AT A MINIMUM.
 225.31-225.39, 230.2E ETC.
  
 3) NOTE: PLEASE SEE AS NOTED ABOVE IN NOTE #2, PLEASE
 EXPLAIN AND INDICATE ANY CONTROL WIRING OR CONDUCTORS
 OF ANY TYPE WHICH ARE BEING INSTALLED FROM THE NEW
 PROPOSED CHILLER PLANT SERVICE WHICH WILL PROCEED INTO
 THE MAIN COURTHOUSE BUILDING WHICH IS BEING FED FROM A
 COMPLETELY DIFFERENT SERVICE AND SEPARATE FPL
 TRANSFORMER.
 PLEASE SEE MIXING OF SERVICES AND MEANS OF DISCONNECTS
 REQUIRED FOR THESE CONDUCTORS OR CONTROL WIRING PER
 225.31-225.39.
 PLEASE KNOW AS MUCH OF NOTES 2 AND 3 ARE NOT KNOWN AT
 THIS TIME, THERE MAY BE COMMENTS WHICH WILL FOLLOW THIS
 REVIEW.
  
 4) NOTE: PLEASE SEE 240.4C WITH RESPECT TO THE MINIMUM
 SIZE OF THE SERVICE ENTRANCE CONDUCTORS AS WELL AS THE
 MINIMUM SIZE FOR FEEDERS FOR DEVICES RATED OVER 800A?S.
 PLEASE SEE SECTIONS AS THESE SHALL BE SIZED AT OR ABOVE
 THE MINIMUM RATING OF THE OVER CURRENT PROTECTION
 DEVICE. PLEASE SEE 310.16, 110.14.
 PLEASE CORRELATE AND ADJUST.
 PLEASE SEE THIS IS FOR ALL DEVICES OVER 800A ARE,
 INCLUDING ALL MAINS ON BUILDING. IF THE CONDUCTORS TO
 MAINS ARE BY UTILITY COMPANY THIS WOULD NOT APPLY.
  
 5) NOTE: PLEASE SUBMIT MANUFACTURE?S SPECS/CUT SHEETS
 FOR THE NEW TANK LESS WATER HEATERS/INST-HOT UNITS.
 110.3, 90.7.
  
  
 6) NOTE: PLEASE SEE MISSING FOOTER STEEL FOR CHILLER
 PLANT AREAS PER 250.32, 2500.50.
  
 7) NOTE: PLEASE SEE THERE ARE SEVERAL AREAS ON PLANS
 WHICH INDICATE A REV #3, ALTHOUGH NOTHING HAS CHANGED
 FROM THE PREVIOUS/ORIGINAL SET OF PLANS WHICH CONTAIN
 THE SAME ITEMS, WORDING ETC.
 PLEASE SEE JUST TO NAME A FEW, NOTES ON RISER SHEETS
 #3, NOTES #16-21 ETC.
 RISER FOR MAINS? ETC
 PLEASE EXPLAIN REVISION AND WHAT IS BEING REVISED SINCE
 REVISION #2, AS PLANS ARE NOT CHANGED FROM FILE/RECORD
 SET OF PLANS.
 FBC 106.1.2 ADMIN SECTION.
  
 8) NOTE: PLEASE SEE ALSO SEE NOTE ABOVE WITH RESPECT TO
 LOCATION ON PLANS NOTED FOR REVISION #1, YET CHANGES
 COULD NOT BE FOUND FROM RECORD SET OF PLANS?
  
 9) NOTE: PLEASE SEE THE VALUE FOR COMPLETE SCOPEOF
 WORK ON PROJECT NEEDS TO BE UPDATED AS THE SCOPE OF
 WORK FOR MANY ITEMS HAS COMPLETELY CHANGED FROM APPLIED
 AMOUNT.
 PLEASE SEE PREVIOUS FBC ADMIN SECTION 106.3.5 OR
 CURRENT CODE 108.3 BOTH OF WHICH STATE THE SAME
 REQUIREMENTS.
 THIS IS REQUIRED BEFORE ANY FURTHER REVISIONS ARE DONE
 AND VALUE WILL BE REVIEWED FOR PROJECT.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE 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 KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 8 Status F Date 2006-11-28 Cont ID  
Sent By dpalmer Date 2006-11-28 Time 17:39 Rev Time 0.00
Received By dpalmer Date 2006-11-28 Time 17:39 Sent To  
Notes
2006-11-28 17:44:14AS PREVIOUSLY NOTED THE ELECTRICAL PERMIT HAS NOW BEEN
 PLACED INTO A HOLD STATUS . THE CONTRACTOR HAS NOW A
 FINAL EXTENSION OF 10DAYS FROM TODAY'S DATE BEFORE A
 WRITTEN STOP WORK WILL BE ISSUED FOR THE ELECTRICAL
 PORTION OF WORK LOCATED AT THE JOBSITE..
  
 INFORMATION WAS GIVEN TO REG ARCHITECTS, HEDRICK
 BROTHERS CONSTRUCTION AND SENT VIA-MAIL TO THE BUILDING
 OFFICAL, ASST BUILDING OFFICIAL AND THE CIEF ELECTRICAL
 INSPECTOR FOR PLACING THE ELECTRICAL PERMIT ON HOLD.
Review Stop E ELECTRICAL
Rev No 7 Status F Date 2006-10-28 Cont ID  
Sent By dpalmer Date 2006-10-28 Time 14:24 Rev Time 0.00
Received By dpalmer Date 2006-10-28 Time 14:13 Sent To PC
Notes
2006-10-28 14:24:36*** UNSAT ****
  
 1) NOTE: PLEASE SEE NOTES FORM PREVIOUS REVIEW. PLEASE
 SEE "PROVISO" WHICH WAS GIVEN ON JAN 6TH , 2006 IN
 ORDER FOR PERMITTING TO PROCEED, HOWEVER PLEASE SEE
 THIS HAS STILL NOT YET BEEN ADDRESSED.
 PLEASE KNOW, THIS COMPLETE INFORMATION MUST BE
 SUBMITTED WITHIN CALENDER DAYS, OR THE ELECTRICAL
 PERMIT WILL BE PLACED INTO A "HOLD" STATUS AND A "STOP
 WORK " ORDER SHALL BE GIVEN AT JOB-SITE.
 PLEASE SEE THIS IS NOW GOING ON 11MONTHS SINCE
 "PROVISO" WAS GIVEN.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR REVIEW. IF
 THERE ARE ANY QUESTIONS, PLEASE DO NOT HESITATE IN
 CONTACTING THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 6 Status F Date 2006-08-06 Cont ID  
Sent By dpalmer Date 2006-08-06 Time 14:58 Rev Time 0.00
Received By dpalmer Date 2006-08-06 Time 14:34 Sent To  
Notes
2006-08-06 00:00:00*** UNSAT ***
  
 1) NOTE: PLEASE SEE "PROVSIO" FROM
 1/6/06 WHICH HAS NOT YET BEEN SUBMITTED
 FOR REVIEW.
 THIS MUST BE DONE AS FIXTURE TYPES AND
 LAYOUTS FOR FIXTURE NEED TO BE VERIFIED.
 ** PLEASE SEE I HAVE ATTACHED TOREVIEW
 NOTES FROM THEN.
  
 2) NOTE: PLEASE SEE PLANS ARE NOW BEING
 REVISED TO INCLUDE ACCESS CONTROL
 SYSTEM, CAMERA'S ETC.
 ** PLEASE KNOW ALL ACCESS CONTROL MUST
 BE UNDER A SEPARATE PERMIT PLANS AND
 FEES AS THESE WERE NOT INCLUDED UNDER
 BASE BUILDING. CAMERA'S MAY BE PART OF
 THE ACCESS CONTROL SYSTEM.
 ** PLEASE KNOW "BUGULAR/SECURITY " SYSTEMS SHALL ALSO
 BE UNDER SEPARATE PERMIT PLANS AND FEES.
 PLEASE KNOW THE CAMERA'S MAY BE ON
 EITHER OF THE TWO ABOVE.
  
 ONLY NEED TO PROVIDE A LAYOUT OF LV
 ACCESS CONTROL SYSTEM, CAMERA'S ETC.
 THESE NEED NOT BE ON ELECTRICAL PLANS AS
 SUBMITTED AS NOT TO LEAD TO ANY
 CONFUSION. PLEASE KNOW THAT THE
 ELECTRICAL PLANSMAY BE SUBMITTED AS
 REVISED ANDCONTAING NOTES FORTHESE
 SYSTEMS UNDER SEPARATE PERMITS ONCE
 PERMITTED.
  
 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 5 Status P Date 2006-01-06 Cont ID  
Sent By dpalmer Date 2006-01-06 Time 11:51 Rev Time 0.00
Received By dpalmer Date 2006-01-06 Time 11:51 Sent To  
Notes
2006-01-06 00:00:00******** PROVISO **************
  
 1)NOTE: PLEASE PROVIDE COMPLETE
 PHOTOMETRICS FOR ALL EGRESS CORRIDORS
 AND STAIRWAYS.
 PLEASE SEE NFPA-101 7.8 WHICH REQUIRES A
 MININUM OF 10FT CANDLES UNDER NORMAL
 POWER.
 PLEASE SEE 7.9 WHICH ALLOWS A DECREASE
 TO 1FT CANDLE UNDER EMERGENCY POWER.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW ALONG WITH ANY OTHER REVISIONS
 BEFORE ANY ROUGH ELECTRICAL INSPECTION
 IS CALLED IN.
  
 IF THERE ARE ANY QUESTIONS, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
  
 ENGINEER OF RECORD, CAME IN ON 1/6/05
 10:45AM SIGNED, DATED ALL ELECTRICLA
 PLANS IN EACH OF THE THREE SETS.
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2005-12-20 Cont ID  
Sent By dpalmer Date 2005-12-20 Time 06:41 Rev Time 0.00
Received By dpalmer Date 2005-12-19 Time 20:15 Sent To P
Notes
2005-12-20 00:00:00******** PROVISO **************
  
 1)NOTE: PLEASE PROVIDE COMPLETE
 PHOTOMETRICS FOR ALL EGRESS CORRIDORS
 AND STAIRWAYS.
 PLEASE SEE NFPA-101 7.8 WHICH REQUIRES A
 MININUM OF 10FT CANDLES UNDER NORMAL
 POWER.
 PLEASE SEE 7.9 WHICH ALLOWS A DECREASE
 TO 1FT CANDLE UNDER EMERGENCY POWER.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW ALONG WITH ANY OTHER REVISIONS
 BEFORE ANY ROUGH ELECTRICAL INSPECTION
 IS CALLED IN.
  
 IF THERE ARE NAY QUESTIONS, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
2005-12-19 00:00:00IN ELEC FOR REVIEW,
  
 **** PASSED, PENDING THE FOLLOWING ***
  
 NEED TO VERIFY LICENSE WITH STATE.
 THE NUMBER 3298 IS A ARCHITECT BUS
 NUMBER AND THE CERTIFICATE OF
 AUTHORIZATION NUMBER WHICH IS STILL
 COMING UP ON STATE WEBSITE APPEARS TO BE
 8338WHICH IS WHAT IS LISTED FOR THE
 FIRM LICENSED UNDER THE BOARD OF
 PROFESSIONAL ENGINEERS.
  
 NEED TO HAVE ENGINEER SIGN NEW SHEETS
 THE SAME AS PREVIOUS PLANS. APPEARS TO
 BE MISSING LAST NAME.
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2005-11-18 Cont ID  
Sent By dpalmer Date 2005-11-18 Time 13:46 Rev Time 6.00
Received By dpalmer Date 2005-11-17 Time 22:14 Sent To  
Notes
2005-11-18 00:00:00************ UNSAT ************
  
 PLEASE SEE SOME NOTES FROM PREVIOUS
 REVIEW STILL NEED TO BE ADDRESSED.
 PLEASE ALSO SEE NEW NOTES.
  
 **************************************
  
 1)NOTE: NOTE #1 NO. PLEASE PROVIDE ALL
 LIGHT POLE/LIGHT FIXTURE WIND LOADING
 INFORMATIONFOR REVIEW AT THIS TIME.
 PLEASE SEE MIN FBC 140 MPH.
 IF "SITE LIGHTING" WIND LOAD INFORMATION
 AND FIXTURE INFORMATION IS NOT PROVIDED
 AT THIS TIME, A SEPARATE PERMIT MAY BE
 APPLIED FOR AT A LATER DATE.
 INFORMATION STILL DO NOT SEEM TO BE
 SUBMITTED AND RESPONSE LTR MENTIONS THIS
 SHOULD BE DONE BY CONTRACTOR.
 PLEASE KNOW, IF THIS INFORMATION SI NOT
 DONE A THIS TIME, PLEASE REMOVE AND NOT
 PLANS THAT ALL SITE-LIGHTING SHALL BE
 UNDER A SEPARATE PERMIT, PLANS AND FEES.
  
 2)NOTE: NOTE #2, NO, PLEASE SEE A
 CERTIFICATE OF AUTHORIZATION NUMBER WAS
 ADDED TO THE TITLE BLOCK FOR EACH TRADE
 SHEET, HOWEVER PLEASE SEE PRINT OUT
 ATTACHED FROM THE DEPARTMENT OF BUSINESS
 AND PROFESSIONAL REGULATION (DBPR) WHICH
 SHOWS THE CA # WHICH IS SHOWN ON TITLE
 BLOCK LISTED FOR A COMPLETELY DIFFERENT
 COMPANY. PLEASE VERIFY AND ADJUST #.
 THIS IS REQUIRED FOR ALL SHEETS AND FOR
 ALL TRADES WHETHER OR NOT COMMENT IS
 MADE BY OTHER REVIEWER(S).
  
 3)NOTE: NOTE #3 OK.
  
 4)NOTE: NOTE #4 OK. NOTE, RESPONSED
 LETTER MENTIONS THIS WAS NOT CLEAR,
 HOWEVER THE ITEM WHICH APPEARED TO BE A
 "PANEL" IN ROOM 317 WALL WAS REMOVED.
  
 5)NOTE: NOTE #5, OK. 0.
  
 6)NOTE:NOTE #6, NO, PLEASE SUBMIT ALL
 INFORMATION ON FIRE PUMP/ FIRE PUMP
 CONTROLLER.
 PLEASE SUBMIT MANUFACTURES SPEC/CUT
 SHEETS FOR BOTH.
 PLEASE SEE NO SUBMITTIALS/SPECS/ CUT
 SHEETS COULD BE LOCATED.
 SERVICE ENTRNCE RATED ETC
 PLEASE SEE NFAP-70 695, NFPA-20 10.4.2.1
 AND 10.4.2.2,10.1.2.5.1,230.76,230.79
 ETC WHICH NEEDS TO BE VERIFIED BY SPEC
 SHEETS ALSO.
 PLEASE LABEL TYPE OF BRKER FOR OCP AT
 GEN AND BRKR DISCONNECT FOR FIRE PUMP.
 IS THE BRKR TYPE MAG ONLY?
 PLEASE KNOW: IF ALL OF THE ABOVE
 INFORMATION IS NOT SUBMITTED ALL WOULD
 BE REQUIRED UNDER SEPARATE PERMIT, PLANS
 AND FEES.
 PLEASE ALSO SEE THAT NO INFORMATION WAS
 SUBMITTED FOR FUEL TANK, SIZE, LISITNG
 ETC.
 PLEASE SEE NFPA-20 WHICH REQUIRES A
 MININUM OF 8HRS. 9.6,9.6.2.2
  
 7)NOTE: NOTE #7 OK.
  
 8)NOTE: NOTE#8 OK.L
  
 9)NOTE: NOTE #9 YES/NO,PLEASE SEE
 SPECIFIC INFORMATION FOR TYPE AND SIZE
 OF GEN IS INIDICATED ON PLANS, HOWEVER
 PLEASE SUBMIT MANUFACTURE SPEC SHEETS
 FOR GEN/ ATS/ GEN SUB-BASE FUEL TANKS
 ETC.
 PLEASE SEE PREVIOUS NOTE WITH RESPECT TO
 FUEL TANK AND RUNNING LOAD AND HRS.
 PLEASE SEE ATS FEED AND OCP IS NOW SHOWN
 AT 200A'S. PLEASE SEE RISER DIAGRAM
 STILL SHOWS PANEL "EM" AS 100A WHEN
 PANEL SCHEDULE FOR EM HAS BEEN INCREASED
 TO 150AS'.
 PLEASE ALSO SEE PANEL CR IS STILL SHOWN
 AT 125A ON RISER , YET CR PANEL SCHEDULE
 SHOWS 150A'S.
  
 10)NOTE: NOTE #10 PLEASE SEE 695.3,
 NFPA-20 9.3.2.2.3.2(B) THE MAIN OR ANY
 OTHER POWER SUPPLY MEANS OF
 DISCONNECT/OCP FOR FIRE PUMP SHOULD NOT
 BE LOCATED IN THE SAME ROOM AS NORMAL
 MAINS OR POWER. ANY FIRE/EXPOSION THAT
 MAY AFFECT THE ABILITY TO POWER FIRE
 PUMP OR ANY POSSIBLE DISRUPTION IN AN
 INADVERTANT SHUTTING DOWN OF MAINS OR
 EQUIPMENT.
 PLEASE FIND THE SPACE NEEDED FOR THIS OR
 THE POSSIBILTY OF GENERATOR CONTAINING
 TWO BREAKERS FOR POWER FEEDS.
  
 11)NOTE:NOTE#11 OK.
  
 12)NOTE: NOTE #12 NO,PLEASE SEE NOTE #1
 ON E4.10 ELECTRICAL NOTES MENTIONS,
 "MAIN CIRCUIT BREAKERS IN PANELS MDLP1,
 MDAH, AND MDH BOARDS SHALL BE "GROUND
 FAULT PROTECTED"??
 PLEASE VERIFY THIS ? PLEASE SEE
 240.13,230.95 ETC WHEN GROUND FAULT
 PROTECTION IS REQUIRED. THIS IS STILL IN
 QUESTION. PLEASE EXPLAIN IN RESPONSE
 LTR AS TO THE RATIONALE FOR REQUIRING
 THESE MAINS TO BE GF PROTECTED.
  
 13)NOTE: NOTE #13 NO, PLEASE SHOW LOAD
 CALCULATIONS, PLEASE SHOW PER 220.3
 ,220.10, 220.11 ,220.13 ETC.
 PLEASE ALSO SHOW ALL CONTINOUS LOADS
 AT 125% PER 215.3,230.42
 REQUESTED ON PREVIOUS REVIEW.
 PLEASE SEE RESPONSE MENTIONS LOAD
 CALCUALTIONS ON EACH PANEL, HOWEVER SOME
 PANELS WERE REVISED TO SHOW SOME
 MODIFICATION, BUT NOT FULL LOAD
 CALCULATIONS.
 PLEASE ALSO SEE A LOAD CALCULATION FOR
 MAIN SERVICES ARE NOT CLEAR WHERE THESE
 ARE LOCATED.
  
 14)NOTE: NOTE #14 NO,PLEASE SHOW OR NOTE
 ALL TRACK LIGHTING CALCULATIONS PER
 220.12
 REQUESTED ON PREVISOU REVIEW AND FIRST
 REVIEW.
 RESPONSE LTR MENTIONS CORRECT VA FOR TRK
 LTS CIRCUITS, HOWEVER THIS INFORMATION
 AND/OR LOADS COULD NOT BE FOUND ON
 PLANS.
  
 15)NOTE: NOTE #15 OK.
  
 16)NOTE: NOTE #16 OK.
  
 17)NOTE: NOTE #17 YES, HOWEVER PLEASE
 SEE THE NOTES BELOW.
 PLEASE KNOW THE FOLLOWING MAY BE SET UP
 AS A "PROVISO", BUT MAY BE ADDRESSED NOW
 SINCE PLANS ARE CMOING BACK FOR OTHER
 COMMENTS.
 PLEASE PROVIDE PHOTOMETRICS FOR
 COORIDORS AND EGRESS STAIRS PER 7.8.1.3.
 PLEASE SEE NFPA-101 WHICH NOW REQUIRES
 10FT CANDLES IN STAIR AREAS.
 THIS WAS IN AFFECT AS OF JAN 1ST, 2005.
 PLEASE SEE THAT A BATTERY BACK UP
 FIXTURE OF SOME TYPE WILL ALSO BE
 REQUIRED IN STAIRS TO PROVIDE A MIN OF 1
 FT CANDLE UNDER EMERGENCY CONDITIONS.
 ALTERNATING CIRCUITING IS ALREADY SHOWN
 FOR STAIRWELLS, HOWEVER AS REFERENCED LS
 101 7-9.2.2(2) THE SHUTTING DOWN OF A
 SINGLE MEANS OF DISCONNECT UNDER ME
 POWER OR TRIPPING OF EM MAIN WILL LEAVE
 EGRESS AREAS IN TOTAL DARKNESS.
 PLEASE KNOW THAT A BATTERY BACK UP LT
 FIXTURE WILL BE REQUIRED IN EELECTRICAL
 RM, ELEVATOR MACH RM, AND FIRE PUMP RM.
  
 18)NOTE: NOTE #18 OK.
  
 *** PLEASE KNOW, ONLY REQUIREMENTS OF
 NOTE:17 MAY BE DONE AS A "PROVISO".
  
 PLEASE SEE POSSIBLE NOTES FROM OTHER
 REVIEWERS WHICH MAY AFFECT ELECTRICAL
 PLANS.
  
 PLEASE SEE THERE MAY BE FURTHER COMMENTS
 SINCE NOT ALL INFORMATION WAS SUBMITTED
 FOR REVIEW.
  
 PLEASE REVMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW REVISED SHEETS INTO
 COMPLETE SETS FOR REVIEW AND STMAPING.
  
 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]
  
  
2005-11-17 00:00:00PLANS IN ELECTRICAL FOR REVIEW.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2005-07-11 Cont ID  
Sent By dpalmer Date 2005-07-11 Time 11:14 Rev Time 6.00
Received By dpalmer Date 2005-07-08 Time 17:03 Sent To  
Notes
2005-07-11 00:00:00************ UNSAT ************
  
 PLEASE SEE SOME NOTES FROM PREVIOUS
 REVIEW STILL NEED TO BE ADDRESSED.
 PLEASE ALSO SEE NEW NOTES.
  
 ****************************************
 PLEASE SEE A RESPONSE LETTER WOULD HELP
 IN THE REVIEW PROCESS IN ORDER TO
 CLARIFY CERTAIN CODE ITEMS.
  
 ****************************************
  
  
 1)NOTE: PLEASE PROVIDE ALL LIGHT POLE/
 LIGHT FIXTURE WIND LOADING INFORMATION
 FOR REVIEW AT THIS TIME.
 PLEASE SEE MIN FBC 140 MPH.
 IF "SITE LIGHTING" WIND LOAD INFORMATION
 AND FIXTURE INFORMATION IS NOT PROVIDED
 AT THIS TIME, A SEPARATE PERMIT MAY BE
 APPLIED FOR AT A LATER DATE.
  
 2)NOTE:PLEASE SEE FAC 61G15-23.002 FOR
 MISSING INFORMATION REQUIRED ON TITLE
 BLOCK FOR ENG FIRM. PLEASE ALSO SEE FS
 471.023.
 PLEASE SEE THIS INFORMATION IS REQUIRED
 ON ALL SHEETS AND FOR ALL TRADES
 WHEATHER OR NOT COMMENT IS MADE BY OTHER
 REVIEWER(S).
  
 3)NOTE:PLEASE SEE NOTES FOR ELECTRICAL
 REFERENCES SOME CODES FROM THE 1996 NEC.
 PLEASE SEE WE ARE CURRENTLY UNDER THE
 2002 NEC.
  
 4)NOTE: PLEASE SEE 3.03, A "PANEL" IS
 SHOWN BUT NO INDICATION OF WHAT PANEL
 IS.
  
 5)NOTE: PLEASE NOTE ON LIGHTNING
 PROTECTION PLANS FOR ALL WORK TO BE
 INSTALLED PER NFPA-780.
  
 6)NOTE: PLEASE SUBMIT ALL INFORMATION ON
 FIRE PUMP/ FIRE PUMP CONTROLLER.
 PLEASE SUBMIT MANUFACTURE SPEC SHEETS
 FOR BOTH.
 PLEASE SEE NO SUBMITTIALS/SPECS/ CUT
 SHEETS COULD BE LOCATED.
 PLEASE SEE 230.76,230.79 FOR THE
 REQUIRED MANUAL MEANS OF DISCONNECT
 REQUIRED. PLEASE SPECIFY THIS ON PLANS.
 PLEASE PLACE NOTE ONRISER DIAGRAM
 THAT THE OVERCURRENT PROTECTIVE
 DEVICE(S) SHALL BE SELECTED OR SET TO
 CARRY INDEFINITELY THE SUM OF THE
 LOCKED-ROTOR CURRENT OF THE FIRE PUMP
 MOTOR(S) AND THE PRESSURE MAINTENANCE
 PUMP MOTOR(S) AND THE FULL-LOAD CURRENT
 OF THE ASSOCIATED FIRE PUMP ACCESSORY
 EQUIPMENT WHEN CONNECTED TO THIS POWER
 SUPPLY.
 PLEASE SEE MISSING CONDUCTORS FROM FIRE
 PUMP CONTROLLER TO FIRE PUMP.
 PLEASE SEE FEEDER #9 SHOWS AN
 EQUIPMENTGROUNDING CONDUCTOR FROM FPL TO
 FIRST MEANS OF DISCONNECT. PLEASE SEE
 250.6,250.24, EQUIPMENT GROUNDS ARE ONLY
 INSTALLED AFTER THE FIRST MEANS OF
 DISCONNECT.
  
 7)NOTE: PELASE SEE 445.13 FOR SIZING OF
 CONDUCTORS FROM GENERATOR.THE AMPACITY
 OF THE CONDUCTORS FROM THE GENERATOR
 TERMINALS TO THE FIRST DISTRIBUTION
 DEVICE(S) CONTAINING OVERCURRENT
 PROTECTION SHALL NOT BE LESS THAN 115
 PERCENT OF THE NAMEPLATE CURRENT RATING
 OF THE GENERATOR.
  
 8)NOTE: PLEASE SEE FEEDER #28 ON FEEDER
 SCHEDULE, PLEASE CALRIFY # OF
 CONDUCTORS?
  
 9)NOTE: PLEASE INDICATE INFORMATION FOR
 GENERATOR, GENERATOR SIZE ETC.
 PLEASE SUBMIT MANUFACTURE SPEC SHEETS
 FOR GEN/ ATS/ GEN SUB-BASE FUEL TANKS
 ETC.
 PLEASE SEE ATS FEED AND OCP IS SHOWN AS
 100A'S,, HOWEVER LOAD SHOWN EXCEEDS
 RATING OF BRKR AND ATS.
 PLEASE SHOW SIZING OF CONDUCTORS PER
 ABOVE.
 PLEASE SEE MISSING OCP AT GENERATOR>?
 215.5
  
 10)NOTE: PLEASE SEE 695.3, THE MAIN FOR
 FIRE PUMP SHOULD NOT BE LOCATED IN THE
 SAME ROOM AS NORMAL MAINS. PLEASE SEE IF
 THERE WAS A FIRE OF SORTS IN MAIN
 ELECTRICAL RM OR EQUIPMENT THIS WOULD
 DIRECTLY AFFECT ELECTRICAL POWER TO FIRE
 PUMP.
  
 11)NOTE: PLEASE CORRELATE CIRCUTING FOR
 RECEPTS IN ELEC/MACH/ELEV RMS WITH 1/4"
 SCALE ON EACH SHEET WITH SAME RECEPTS
 SHOWN ON PLANS.
 215.5
  
 12)NOTE: PLEASE SEE NOTE #1 ON E4.10
 ELECTRICAL NOTES MENTIONS, "MAIN CIRCUIT
 BREAKERS IN PANEL BOARDS SHALL BE GROUND
 FULAT PROTECTED"
 PLEASE VERIFY THIS ? PLEASE SEE
 240.13,230.95 ETC WHEN GROUND FAULT
 PROTECTION IS REQUIRED. THIS IS STILL IN
 QUESTION. PLEASE EXPLAIN IN RESPONSE
 LTR.
  
 13)NOTE: PLEASE SHOW LOAD CALCULATIONS,
 PLEASE SHOW PER
 220.3,220.10,220.11,220.13 ETC.
 PLEASE ALSO SHOW ALL CONTINOUS LOADS
 AT 125% PER 215.3,230.42
 REQUESTED ON PREVIOUS REVIEW.
  
 14)NOTE: PLEASE SHOW OR NOTE ALL TRACK
 LIGHTING CALCULATIONS PER 220.12
 REQUESTED ON PREVISOU REVIEW.
  
 15)NOTE: PLEASE SEE NOTE #22 ON E0.03
 FOR
  
 16)NOTE: PLEASE SEE 700.16 AND 620.23A,
 620.24 FOR REQUIREMENTS IN ELEC RMS/
 ELEVATOR MACHINE RMS ETC.
 PLEASE SEE THIS WAS REQUESTED ON
 PREVIOUS REVIEW, HOWEVER NO CHANGES SEEM
 TO HAVE BEEN MADE. A SEPARATE BRANCH
 CIRCUIT SHALL SUPPLY THE MACHINE ROOM OR
 CONTROL ROOM/MACHINERY SPACE OR CONTROL
 SPACE LIGHTING AND RECEPTACLE(S).
  
 17)NOTE: PLEASE PROVIDE ALTERNATING
 CIRCUITING FOR ALL EGRESS AREAS.
 ALTERNATING CIRCUITING IS ALREADY SHOWN
 FOR STAIRWELLS.LS 101 7-9
 EMERGENCY LIGHTING SYSTEMS SHALL BE
 DESIGNED AND INSTALLED SO THAT THE
 FAILURE OF ANY INDIVIDUAL LIGHTING
 CIRCUIT, SUCH AS THE BURNING OUT OF A
 LIGHT BULB,TRIPPING OF A BREAKER OR
 TURNING OFF OF A SWICTH CANNOT LEAVE IN
 TOTAL DARKNESS ANY SPACE THAT REQUIRES
 EMERGENCY ILLUMINATION.
 WHERE HIGH-INTENSITY DISCHARGE LIGHTING
 SUCH AS HIGH- AND LOW-PRESSURE SODIUM,
 MERCURY VAPOR, AND METAL HALIDE IS USED
 AS THE SOLE SOURCE OF NORMAL
 ILLUMINATION, THE EMERGENCY LIGHTING
 SYSTEM SHALL BE REQUIRED TO OPERATE
 UNTIL NORMAL ILLUMINATION HAS BEEN
 RESTORED.
  
 18)NOTE: PLEASE SEE PLANS ARE INDICATING
 BLDG AS "HISTORIC" YET IT IS UNCLEAR IF
 BUILDING HAS "HISTORIC DESIGNATION"?
 THIS IS ONLY NOTED:
  
 PLEASE SEE POSSIBLE NOTES FROM OTHER
 REVIEWERS WHICH MAY AFFECT ELECTRICAL
 PLANS.
  
 PLEASE SEE THERE MAY BE FURTHER COMMENTS
 SINCE NOT ALL INFORMATION WAS SUBMITTED
 FOR REVIEW.
  
 PLEASE REVMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW REVISED SHEETS INTO
 COMPLETE SETS FOR REVIEW AND STMAPING.
  
 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]
  
  
2005-07-08 00:00:00IN ELEC FOR REVIEW.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2005-03-10 Cont ID  
Sent By dpalmer Date 2005-03-10 Time 09:00 Rev Time 6.00
Received By dpalmer Date 2005-03-08 Time 19:00 Sent To  
Notes
2005-03-10 00:00:00********** UNSAT ***********
  
  
 *** PLAN REVIEW ONLY *******
 PLEASE NOTE, PLANS ARE ONLY IN FOR PLAN
 REVIEW AT THIS TIME AND HAVE NOT BEEN
 SUBMITTED FOR PERMIT.
  
 1)NOTE: PLEASE SEE PLANS ARE NOT
 COMPLETE AT THIS TIME FOR FULL REVIEW
 FOR CODE COMPLIANCE.
  
 2)NOTE: PLEASE SHOW ALL CIRCUITING ON
 PLANS AND CORRELATE WITH THE SUBMITTED
 PANEL SCHEDULES.
 PLEASE ALSO SEE AREAS WHERE ELECTRICAL
 DEVICES ARE INDICATED IN"LT GRAY" AND
 HANDWRITTEN ON PLANS?
  
 3)NOTE: PLEASE PROVIDE ALL LIGHT POLE/
 LIGHT FIXTURE WIND LOADING INFORMATION
 FOR REVIEW AT THIS TIME.
 PLEASE SEE MIN FBC 140 MPH.
 IF "SITE LIGHTING" WIND LOAD INFORMATION
 AND FIXTURE INFORMATION IS NOT PROVIDED
 AT THIS TIME, A SEPARATE PERMIT MAY BE
 APPLIED FOR AT A LATER DATE.
  
 4)NOTE:PLEASE SEE FAC 61G15-23.002 FOR
 MISSING INFORMATION REQUIRED ON TITLE
 BLOCK FOR ENG FIRM. PLEASE ALSO SEE FS
 471.023.
 PLEASE SEE THIS INFORMATION IS REQUIRED
 ON ALL SHEETS AND FOR ALL TRADES
 WHEATHER OR NOT COMMENT IS MADE BY OTHER
 REVIEWER(S).
 ** PLEASE SEE WHEN PLANS ARE FINALLY
 SUBMITTED FOR PERMIT, PLANS MUST BE
 SIGNED, DATED AND SEALED BY ALL
 ARCHITECTS AND ENGINEERS RESPONSIBLE FOR
 DRAWINGS.
 FAC 61G1-16.004,61G15-23.002, FS
 481.221, 471.023
  
 5)NOTE: DUE TO PLANS ONLY IN FOR PLAN
 REVIEW AT THIS TIME, IF SUBMITTED AFTER
 JULY 1ST, 2005 THE 2005 NEC WILL BE IN
 AFFECT. PLEASE SEE NEW REQUIREMENTS FOR
 2005 NEC AND CODES REFERENCE CHANGES.
 PLEASE SEE 110.26 FOR CLEARENCE
 REQUIREMENTS WHICH WILL CHANGE FOR
 EQUIPMENT 1200A'S OR GREATER.
  
 6)NOTE: PLEASE SEE 3.03, A "PANEL" IS
 SHOWN BUT NO INDICATION OF WHAT PANEL
 IS.
 PLEASE ALSO SEE NOTE FOR A PANEL LCP-3C,
 WITH AN ARROW TO A BLANK AREA?
  
 7)NOTE: PLEASE SEE ROOF POWER PLANS IS
 SHOWN BLANK?
  
 8)NOTE: PLEASE SUBMIT ALL INFORMATION ON
 FIRE PUMP/ FIRE PUMP CONTROLLER.
 PLEASE SUBMIT MANUFACTURE SPEC SHEETS
 FOR BOTH.
 PLEASE SEE 230.76,230.79 FOR THE
 REQUIRED MANUAL MEANS OF DISCONNECT
 REQUIRED. PLEASE SPECIFY THIS ON PLANS.
 PLEASE PLACE NOTE ONRISER DIAGRAM
 THAT THE OVERCURRENT PROTECTIVE
 DEVICE(S) SHALL BE SELECTED OR SET TO
 CARRY INDEFINITELY THE SUM OF THE
 LOCKED-ROTOR CURRENT OF THE FIRE PUMP
 MOTOR(S) AND THE PRESSURE MAINTENANCE
 PUMP MOTOR(S) AND THE FULL-LOAD CURRENT
 OF THE ASSOCIATED FIRE PUMP ACCESSORY
 EQUIPMENT WHEN CONNECTED TO THIS POWER
 SUPPLY.
  
 9)NOTE: PLEASE INDICATE INFORMATION FOR
 GENERATOR, GENERATOR SIZE ETC.
 PLEASE SUBMIT MANUFACTURE SPEC SHEETS
 FOR GEN/ ATS/ GEN SUB-BASE FUEL TANKS
 ETC.
 PLEASE SEE SIZING OF CONDUCTORS ETC.
 215.5
  
 10)NOTE: PLEASE PLACE PANEL
 RATINGS/AMPERAGE ON RISER DIAGRAM FOR
 COORDINATION OF FEEDERS INSTALLATION AND
 REVIEW.
 215.5
  
 11)NOTE: PLEASE COMPLETE RISER DIAGRAM
 WITH ALL NOTATIONS FOR FEEDER SIZES, TO
 CORRELATE WITH THE FEEDER SCHEDULE AT
 RIGHT.
 PLEASE SEE SOME FEEDERS MISSING ON RISER
 AND ON FEEDER SCHEDULE.
 PLEASE SEE MISSING FEED TO PANEL "LB".
 PLEASE SEE MISSING #9 AND #10 FOR
 FEEDERS.
 PLEASE SEE MISSING OCP FOR FIRE PUMP AT
 GENERATOR.
 PLEASE SEE MISSING FEEDERS FOR MDAH,MDH,
 ETC.
  
 12)NOTE: PLEASE SEE NOTE #1 ON E4.10
 ELECTRICAL NOTES MENTIONS, "MAIN CIRCUIT
 BREAKERS IN PANEL BOARDS SHALL BE GROUND
 FULAT PROTECTED"
 PLEASE VERIFY THIS ? PLEASE SEE
 240.13,230.95 ETC WHEN GROUND FAULT
 PROTECTION IS REQUIRED.
  
 13)NOTE: PLEASE SHOW LOAD CALCULATIONS,
 PLEASE SHOW PER
 220.3,220.10,220.11,220.13 ETC.
 PLEASE ALSO SHOW ALL CONTINOUS LOADS
 AT 125% PER 215.3,230.42
  
 14)NOTE: PLEASE SHOW OR NOTE ALL TRACK
 LIGHTING CALCULATIONS PER 220.12
  
 15)NOTE: PLEASE SEE 250.50 FOR MISSING
 COLD WATER PIPE ON GROUNDING ELECTRODE
 SYSTEM.
  
 16)NOTE: PLEASE SEE 700.16 AND 620.23A
 FOR REQUIREMENTS IN ELEC RMS/ ELEV
 MACHINE RMS ETC.
  
 EMERGENCY ILLUMINATION SHALL INCLUDE ALL
 REQUIRED MEANS OF EGRESS LIGHTING,
 ILLUMINATED EXIT SIGNS, AND ALL OTHER
 LIGHTS SPECIFIED AS NECESSARY TO PROVIDE
 REQUIRED ILLUMINATION.
 EMERGENCY LIGHTING SYSTEMS SHALL BE
 DESIGNED AND INSTALLED SO THAT THE
 FAILURE OF ANY INDIVIDUAL LIGHTING
 ELEMENT, SUCH AS THE BURNING OUT OF A
 LIGHT BULB, CANNOT LEAVE IN TOTAL
 DARKNESS ANY SPACE THAT REQUIRES
 EMERGENCY ILLUMINATION.
 WHERE HIGH-INTENSITY DISCHARGE LIGHTING
 SUCH AS HIGH- AND LOW-PRESSURE SODIUM,
 MERCURY VAPOR, AND METAL HALIDE IS USED
 AS THE SOLE SOURCE OF NORMAL
 ILLUMINATION, THE EMERGENCY LIGHTING
 SYSTEM SHALL BE REQUIRED TO OPERATE
 UNTIL NORMAL ILLUMINATION HAS BEEN
 RESTORED.
 A SEPARATE BRANCH CIRCUIT SHALL SUPPLY
 THE MACHINE ROOM OR CONTROL
 ROOM/MACHINERY SPACE OR CONTROL SPACE
 LIGHTING AND RECEPTACLE(S).
  
 PLEASE SEE POSSIBLE NOTES FROM OTHER
 REVIEWERS WHICH MAY AFFECT ELECTRICAL
 PLANS.
  
 PLEASE SEE SOME OF THESE ITMES LISTED
 ABOVE HAVE BEEN REDLINED ON PLANS FOR
 AREAS OF NOTES.
  
 PLEASE SEE NOTE #1.
  
 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]
  
  
  
  
2005-03-08 00:00:00ONE ROLL IN ELEC FOR REVIEW.
  
 PLANS ONLY 50%COMPLETE FORP, M, E
 AND FP.
Review Stop ENG ENGINEERING CSD
Rev No 6 Status P Date 2007-09-10 Cont ID  
Sent By rchokshi Date 2007-09-10 Time 09:54 Rev Time 0.00
Received By rchokshi Date 2007-09-10 Time 09:54 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 5 Status F Date 2007-08-15 Cont ID  
Sent By rchokshi Date 2007-08-15 Time 15:07 Rev Time 0.00
Received By rchokshi Date 2007-08-15 Time 15:02 Sent To B
Notes
2007-08-15 15:07:45***FAILED****
  
 PLEASE EXPLAIN IN DETAIL WHAT CHANGES YOU MADE IN
 CONCRETE WALK NORTH & SOUTH?WHAT CHANGES YOU MADE IN
 DRAINAGES FROM PREVIOUSLY APPROVED PLAN? WHAT CHANGES
 IN HANDICAP RAMP.
  
 NEEDS EXPLANATION, THANKS
  
 RASIK CHOKSHI805-6723
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2006-08-18 Cont ID  
Sent By rchokshi Date 2006-08-18 Time 11:06 Rev Time 0.00
Received By rchokshi Date 2006-08-18 Time 11:06 Sent To  
Notes
2006-08-18 00:00:00REVISION DOES NOT AFFECT THE STORM WATER
 CALS. AND UTILITY REVIEW, PASSED
  
 RASIK CHOKSHI 805-6723
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2005-10-17 Cont ID  
Sent By mamini Date 2005-10-17 Time 15:06 Rev Time 1.00
Received By mamini Date 2005-10-17 Time 15:05 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2005-07-05 Cont ID  
Sent By mamini Date 2005-07-05 Time 11:15 Rev Time 1.00
Received By mamini Date 2005-07-05 Time 11:14 Sent To  
Notes
2005-07-05 00:00:00FAILED:
  
 1. SHEET C2, 2 OF 6 SHOWS THAT 3" PVC
 A / C COND. DRAIN CONNECTED TO THE
 SEWER, NOTE THAT THIS LINE COULD BE
 CONNECTED TO STORM WATER NOT TO THE
 SEWER.
 2. METERS MUST BE INSTALLED IN SIDEWALK'
 SEE CITY'S STANDARDS, WS-4 AND WS-6.
 3. DCDA AND BACKFOWS MUST BE LOCATED ON
 THE PROPERTY AND AT THE BACK OF THE
 SIDEWALK, THEY SHOULD BE HIDDEN FROM
 VIEW WITH SHRUBS.
 4 PLEASE VERIFY THE PROPOSED HANDICAP
 RAMP AS REGARD TO THE EXISTING SIDEWAK,
 IT SHOULD HAVE A 24" OF TRUNCATED DOME
 (DETECTABLE WARNING).
 5. NO LOCATION FOR DUMPSTER ENCLOSURE
 IS SHOWN, IS THERE ANY FOR THE SITE.
 6. PLEASE SUBMIT CIVIL PLANS ONLY TO
 THE PUBLIC UTILITIES AND ENGINEERING FOR
 THE APPROVAL ALL THE CONNECTIONS, ATT;
 MANNY GONZALEZ 494-1085.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2005-03-04 Cont ID  
Sent By mamini Date 2005-03-04 Time 14:29 Rev Time 1.00
Received By mamini Date 2005-03-04 Time 14:29 Sent To  
Notes
2005-03-04 00:00:00FAILED:
  
 1. PLEASE SUBMIT STORM WATER CALCULATION
 FOR OUR REVIEW AND APPROVAL, DESIGN MUST
 INCLUDE WATER QUALITY SYS. FOR THE
 ENTIRE SITE.
 2. METERS MUST BE INSTALLED IN SIDEWALK,
 SEE CITY'S STANDARDS, WS-4 AND WS-6.
 3. DCDA AND BACKFLOWS MUST BE LOCATED ON
 PROPERTY AND BACK OF THE SIDEWALK, THEY
 SHOULD BE HIDDEN FROM VIEW WITH SHRUBS.
 4. PLEASE VRIFY THE PROPOSED HANDICAP
 RAMP AS REGARD TO THE EXISTING
 SIDEWALK, AND IT SHOULD HAVE A 24"
 OF TRUNCATED DOME(DETECTABLE WARNING).
 5. PLEASE STATE THAT, HOW THE GARBAGE
 WILL BE PICKED UP, SHOW THE LOCATION,
 AND DETAILS FOR THE ENCLOSURE IF ANY.
 6 PLEASE NOTE THAT THE CIVIL PLANS MUST
 BE REVIEWED FOR ALL THE CONNECTIONS BY
 PUBLIC UTILITIES AND ENGINEERING,
 CONTACT MANNY GONZALEZ AT 494-1085.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 8 Status P Date 2007-10-30 Cont ID  
Sent By mwennerg Date 2007-10-30 Time 13:26 Rev Time 0.00
Received By mwennerg Date 2007-10-30 Time 13:26 Sent To  
Notes
2007-10-30 13:29:43REVISED DRAWINGS ILLUSTRATING THREE (3) NEW DEVICES FOR
 DOOR HOLDER CONTROL.
  
 1) DEVICES TO BE WIRED TO FIRE ALARM SYSTEM WITH FAIL
 SAFE MECHANISM IN THE EVENT OF POWER LOSS.
  
 2) SUBMIT MANUFACTURER SPECIFICATION SHEETS FOR
 EQUIPMENT.
Review Stop FIRE FIRE DEPARTMENT
Rev No 7 Status P Date 2007-01-18 Cont ID  
Sent By mawillia Date 2007-01-18 Time 14:41 Rev Time 0.00
Received By mawillia Date 2007-01-18 Time 14:41 Sent To  
Notes
2007-01-18 14:43:29*****APPROVED*****
  
  
 REVISED PLAN SHEET A-4.01 WAS STAMPED, INITIALED, AND
 DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 6 Status P Date 2006-12-07 Cont ID  
Sent By mawillia Date 2006-12-07 Time 11:51 Rev Time 0.00
Received By mawillia Date 2006-12-07 Time 11:51 Sent To  
Notes
2006-12-07 11:58:54*****PROVISO***** FOR STRUCTURAL HEADER DETAIL
  
  
  
  
 **AS PER NFPA 101 -2003 EDITION- 7.1.5.3 HEADROOM
 ON STAIRS SHALL NOT BE LESS THAN 80 INCHES AND SHALL BE
 MEASURED VERTICALLY ABOVE A PLANE TO AND TANGENT WITH
 THE MOST FORWARD PROJECTION OF THE STAIR TREAD.
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status F Date 2006-11-01 Cont ID  
Sent By mcarsill Date 2006-11-01 Time 15:43 Rev Time 0.00
Received By mcarsill Date 2006-11-01 Time 15:43 Sent To  
Notes
2006-11-01 16:18:35THIS OFFICE RECEIVED A SUBMITTAL PACKAGE FROM ROBERT
 BROWN, ASSISTANT BUILDING OFFICIAL REGARDING EXIT STAIR
 DOORS, TRANSOMS AND SIDE LIGHTS. THIS SUBMITTAL PACKAGE
 WAS DENIED BY ROBERT BROWN ON 10/28/06. NFPA 80, THE
 STANDARD FOR FIRE DOORS AND WINDOWS, 2007 EDITION
 DEFINES THESE ITEMS WITHIN THE CODE.
  
 1) SIDE LIGHT - "AN OPENING IN A FIRE DOOR FRAME ALONG
 THE SIDE THE FIRE DOOR OPENING THAT IS FILLED WITH
 GLAZING MATERIAL". PLEASE SEE NFPA 80, 3.3.107
 2) TRANSOMS - "AN OPENING IN A FIRE DOOR FRAME ABOVE
 THE DOOR OPENING THAT IS FILLED BY A SOLID PANEL OR
 WITH GLAZING MATERIAL". PLEASE SEE NFPA 80, 3.3.125 3)
 FIRE DOOR - " THE DOOR COMPONENT OF A FIRE DOOR
 ASSEMBLY". PLEASE SEE NFPA 80, 3.3.52.
 4) FIRE PROTECTION RATING - " FOR THE PURPOSES OF THIS
 STANDARD, THE DESIGNATION INDICATING THE DURATION OF
 THE FIRE TEST EXPOSURE TO WHICH A FIRE DOOR ASSEMBLY OR
 FIRE WINDOW ASSEMBLY WAS EXPOSED AND WHICH IT
 SUCCESSFULLLY MET ALL ACCEPTANCE CRITERIA AS DETERMINED
 IN ACCORDANCE WITH NFPA 252, STANDARD METHODS OF FIRE
 TESTS OF DOOR ASSEMBLIES, OR NFPA 257, STANDARD ON FIRE
 TEST FOR WINDOW AND GLASS BLOCK ASSEMBLIES" PLEASE SEE
 NFPA 80, 3.3.59.
  
 ACCORDING TO NFPA 80, THE STANDARD FOR FIRE DOORS AND
 WINDOWS, SECTION 6.3.3.4 "FRAMES WITH TRANSOM LIGHTS,
 SIDE LIGHTS, OR BOTH INSTALLED WITH FIRE
 RESISTANCE-RATED GLAZING TESTED AS AN ASSEMBLY IN
 ACCORDANCE WITH NFPA 251, STANDARD METHODS OF TESTS OF
 FIRE RESISTANCE OF BUILDING CONSTRUCTION MATERIALS
 SHALL BE PERMITTED WHERE A FIRE PROTECTION RATING THAT
 EXCEEDS 3/4 HOUR IS REQUIRED"
  
 THE CONSTRUCTION SERVICES DEPARTMENT HAS IDENTIFIED
 PROBLEMS WITH THE SUBMITTAL AND AT LEAST ONE COPY WAS
 DIFFICULT TO READ. FURTHER THE CODE, NFPA 80 PROVIDES
 FOR A PERFORMANCE BASE DESIGN ALTHOUGH ONE HAS NOT BEEN
 FORMALLY SUBMITTED TO THE ASSISTANT BUILDING OFFICIAL
 OR CHIEF FIRE PREVENTION OFFICER. THE CODE MANDATES
 THAT ONLY LABELED GLAZING MATERIAL BE USED AT THESE
 AREAS. THE CODE FURTHER IDENTIFIES WHAT LABELED MEANS
 IN SECTION 3.2.3.
  
 THE GOAL IS TO HAVE A FIRE RATING AT THE EXIT STAIRS SO
 PERSONS CAN SAFELY EXIT THE BUILDING IN AN EMERGENCY.
  
  
 THIS REVIEW DOES NOT RELIEVE RESPONSIBLE PERSONS OR
 FIRMS FROM OBTAINING ANY OTHER GOVERNMENTAL REVIEWS OR
 APPROVALS.
  
 MIKE CARSILLO, CHIEF FIRE PREVENTION OFFICER
 WEST PALM BEACH FIRE RESCUE
 500 NORTH DIXIE HIGHWAY
 WEST PALM BEACH, FLORIDA 33401
 (561) 804-4709 PHONE
 (561) 804-4774 FAX
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2006-10-06 Cont ID  
Sent By mwennerg Date 2006-10-06 Time 14:06 Rev Time 0.00
Received By mwennerg Date 2006-10-06 Time 14:06 Sent To  
Notes
2006-10-06 00:00:00***PROVISO***
  
 1) THE 20' FIRE ACCESS INCLUDING
 STABILIZED SOD SHALL BE CAPABLE OF
 SUPPORTING 32 TONS. PLEASE SEE PAGE C-1.
  
 2) THE FDC SHOWN ON PAGE C-2 SHALL BE
 WITHIN 150' OF A FIRE HYDRANT.
  
 3) FIRE LINE BACKFLOW DEVICE SHALL BE
 EQUIPPED WITH TAMPER SWITCHES AND CHAIN
 AND LOCKS.
  
 4) BUILDING ADDRESS NOTE ON PAGE A-0.02
 SHOULD INCLUDE AT LEAST 1" WIDTH
 NUMBERS.
  
 5) BUILDING ADDRESS LOCATION NOT CALLED
 OUT ON PAGE A-4.01 ON THE WEST PORTICO.
  
 6) SEPARATE SHOP DRAWINGS AND PERMIT
 REQUIRED FOR FIRE ALARM SYSTEM.
  
 7) ANY SECURITY DEVICES PLANNED SHALL
 NOT INTERFERE WITH ANY EXITING FROM THE
 BUILDING.
  
 8) NO COMBUSTIBLES ALLOWED IN ANY RETURN
 AIR PLENUM.
  
 9) ALL FIRE DAMPERS AFTER INSTALLATION
 TO BE DROP TESTED TO ENSURE PROPER
 FUNCTIONING.
  
  
 MIKE WENNERGREN, ASSISTANT FIRE MARSHAL
 FIRE PLAN REVIEW (561) 805-6722
 PLAN REVIEW DONE BY MIKE CARSILLO
 CHIEF FIRE PREVENTION OFFICER
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2005-11-16 Cont ID  
Sent By mwennerg Date 2005-11-16 Time 13:32 Rev Time 0.00
Received By mwennerg Date 2005-11-16 Time 13:32 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2005-07-20 Cont ID  
Sent By mwennerg Date 2005-07-20 Time 08:59 Rev Time 0.00
Received By mwennerg Date 2005-07-20 Time 08:59 Sent To  
Notes
2005-07-20 00:00:00******DENIED******
  
 IN ADDITION TO THE 1ST FIRE PLAN REVIEW
 COMMENTS THAT REQUIRE YOUR RESPONSE,
 PLEASE SEE THE FOLLOWING THAT WILL NEED
 TO BE ADDRESSED.
  
 1) ALL LIFE SAFETY TO COMPLY WITH NFPA
 101, 2003 EDITION, AND NFPA 1, 2003
 EDITION.
  
 2) SEPARATE SHOP DRAWINGS AND PERMITS
 WILL BE REQUIRED FOR THE GENERATOR
 INSTALLATION AND FUEL SUPPLY.
  
 3) FIRE DEPARTMENT CONNECTION AND DOUBLE
 CHECK DETECTOR ASSEMBLY SHALL REMAIN
 UNOBSTRUCTED BY VEGETATION AND REMAIN
 ACCESSABLE.
  
 4) TEMPORARY STANDPIPES ARE REQUIRED
 WHEN BUILDING HEIGHT REACHES 3 STORIES
 OR 30'.
  
 5) PLEASE EXPLAIN FIRE ACCESS LANE SHOWN
 ON SHEET A-0.02.
  
 6) PANIC HARDWARE IS REQUIRED ON DOORS
 SERVING AN ASSEMBLY AREA WITH OCCUPANT
 LOAD GREATER THAN 100 PERSONS.
  
 7) PLEASE ILLUSTRATE INTERIOR FINISH
 CLASSIFICATION OF WALLS AND CEILINGS.
  
 8) 2A-10B,C FIRE EXTINGUISHERS SHALL VBE
 MOUNTED NOT TO EXCEED 75' TRAVEL
 DISTANCE.
  
 9) PLEASE NOTE THAT PENETRATIONS AND
 OPENINGS INTO EXIT ENCLOSURE ASSEMBLIES
 SHALL COMPLY WITH NFPA 101, SECTION
 7.1.3.2.1.
  
 10) SOME OF THE DOOR SWINGS APPEAR TO
 OBSTRUCT THE HALLWAYS BY GREATER THAN
 1/2 THE WIDTH OF THE EXIT ACCESS.
  
 11) DUCT SMOKE DETECTORS WHERE PROVIDED
 SHALL BE INSTALLED TO INITIATE A GENERAL
 FIRE ALARM WHEN ACTIVATED.
  
 12) ELEVATION DRAWINGS SHOW HANDRAILS IN
 THE MIDDLE OF THE ENTRANCE STAIRS. IN
 ADDITION, HANDRAILS ARE REQUIRED ON BOTH
 SIDES OF STAIRS.
  
 13) PLEASE PROVIDE FLAME RETARDANT
 INFORMATION ON AWNINGS.
  
 14) AS PREVIOUSLY NOTED, NEW FIRE ALARM
 SYSTEMS SHALL BE UL CERTIFIED FOR
 CENTRAL STATION SERVICE.
  
  
 MIKE WENNERGREN, CAPTAIN
 WPBFR(561) 805-6722 OR 804-4756
  
  
  
  
  
  
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2005-03-10 Cont ID  
Sent By mcarsill Date 2005-03-10 Time 15:55 Rev Time 0.00
Received By mcarsill Date 2005-03-10 Time 15:54 Sent To  
Notes
2005-03-10 00:00:001. PLEASE PROVIDE DOCUMENTATION FROM
 NATIONAL, STATE OR THE LOCAL LEVEL
 VERIFYING THE HISTORIC BUILDING
 DESIGNATION.
  
 2. CONSTRUCTION, DEMOLITION, AND
 RENOVATION TO COMPLY WITH NFPA 241.
  
 3. EXIT STAIRS ARE TO BE KEPT UP
 WITH CONSTRUCTION.
  
 4. DEBRIS SHALL BE REMOVED FROM THE
 SITE DAILY.
  
 5. NO CUTTING OR WELDING OPERATIONS
 SHALL BE PERFORMED UNLESS APPROVED
 BY THE FIRE PREVENTION BUREAU AND
 FULL COMPLIANCE WITH NFPA 51B.
  
 6. ELECTRONIC SWITCHES, CHAIN AND
 LOCKS ARE REQUIRED ON THE BACKFLOW
 DEVICE.
  
 7. THE FIRE DEPARTMENT CONNECTION
 SHALL BE INSTALLED ON THE PROPER
 SIDE OF THE BACKFLOW DEVICE.
  
 8. A KNOX-BOX WILL BE REQUIRED FOR
 THE PROJECT.
  
 9. HANDRAILS ARE REQUIRED ON BOTH
 SIDES OF NEW STAIRS.
  
 10. THE FIRE DEPARTMENT CONNECTION
 SHALL BE LOCATED NO FARTHER THAN
 150 FEET FROM A FIRE HYDRANT.
  
 11. THE USE OF GASOLINE POWERED
 EQUIPMENT INDOORS MUST BE PROVIDED
 WITH ADEQUATE VENTILATION TO PREVENT
 THE BUILD-UP OF CARBON MONOXIDE.
  
 12. THE BUILDING ADDRESS IS REQUIRED
 ON THE PROPER ELEVATION. A MINIMUM OF
 AT LEAST 6" HIGH NUMBERS ARE REQUIRED.
  
 13. MORE DETAILS REQUIRED FOR EMERGENCY
 GENERATOR AND FUEL SUPPLY.
  
 14. SINCE THE BUILDING WILL BE
 CONSIDERED A MIXED OCCUPANCY, THE
 MOST STRINGENT OF THE TWO OCCUPANCY
 TYPES SHALL GOVERN FOR DESIGN.
  
 15. THE LIFE SAFETY PLAN SHALL INDICATE
 THAT A COMPLETE AUTOMATIC FIRE
 SPRINKLER SYSTEM WILL BE INSTALLED
 THROUGHOUT THE BUILDING.
  
 16. PLEASE INDICATE TENANT TYPE
 ARRANGEMENTS FOR THE BUILDING. WILL
 THE TENANT ARRANGEMENTS FOR THE
 BUSINESS PORTION BE A SINGLE OR
 MULTIPLE TENANT ARRANGEMENT.
  
 17. PLEASE EXPLAIN NOTE "EXHIBIT SPACE
 ONLY NOT TO BE OCCUPIED".
  
 18. A MECHANICAL SHAFT APPEARS TO BE
 LOCATED IN SOUTH STAIR 423 ON PAGE
 A-0.13. ONLY CERTAIN ITEMS ARE
 PERMITTED WITHIN STAIR ENCLOSURES
 AND THIS IN NOT ONE OF THEM.
  
 19. ELEVATOR WARNING SIGNS ARE REQUIRED.
  
 20. EXTERIOR STAIRS SHALL BE SLIP
 RESISTANT.
  
 21. PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATIONS FOR WALLS AND
 CEILINGS.
  
 22. ALL SHAFTS THAT ARE LARGE ENOUGH
 FOR PERSONS TO FALL INTO MUST BE
 MARKED SHAFTWAY WITH 6" HIGH LETTERS.
  
 23. ANY STORAGE AREAS LOCATED BENEATH
 EXIT STAIRS SHALL BE RATED THE SAME
 AS THE STAIRS.
  
 24. PLEASE PROVIDE PRESCRIPTIVE
 STRENGTH REQUIREMENTS FOR ALL
 HANDRAILS AND GUARDRAILS.
  
 25. PLEASE ILLUSTRATE ON THE ELEVATION
 DRAWINGS THE LOCATIONS OF ANY OPERABLE
 WINDOWS.
  
 26. PLEASE EXPLAIN 10" TREADS.
  
 27. PLEASE PROVIDE DETAILS ON SEALING
 THE EXISTING GLASS TRANSOMES LOCATED
 IN THE EXIT CORRIDORS.
  
 28. THE WORD "HISTORIC" APPEARS IN
 SEVERAL LOCALES ON THE PLANS. PLEASE
 PROVIDE MORE DETAILS.
  
 29. FIRE SPRINKLER HEADS SHALL NOT
 BE IMPEDED BY THE INSTALLATION OF
 ANY SOFFITS.
  
 30. NO FIRE SPRINKLER DRAWINGS
 PROVIDED WITH PLANS.
  
 31. THE REQUIRED FIRE ALARM SYSTEM
 SHALL BE MONITORED BY A UL LISTED
 CENTRAL STATION APPROVED FOR CENTRAL
 STATION SERVICE.
  
 32. THE FIRE ALARM SYSTEM SHALL MONITOR
 FIRE PUMP RUN, PUMP FAIL, AND PHASE
 REVERSAL.
  
 33. SEPARATE PLANS AND PERMITS REQUIRED
 FOR FIRE ALARM AND FIRE SPRINKLER
 SYSTEM.
  
 34. NO COMBUSTIBLES ALLOWED IN THE
 RETURN AIR PLENUM.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop HIST HISTORICAL
Rev No 1 Status N Date 2005-12-29 Cont ID  
Sent By rbrown Date 2005-12-29 Time 19:36 Rev Time 0.00
Received By rbrown Date 2005-12-29 Time 19:36 Sent To  
Notes
2005-12-29 00:00:00PER FRIEDERIKE MITTNER NO CITY HISTORIC
 REVIEW REQUIRED.
  
  
2005-06-29 00:00:00NO HP REVIEW REQUIRED PER EDNASHA BOWERS
 6-28-2005
Review Stop I INCOMING/PROCESSING
Rev No 64 Status N Date 2007-10-25 Cont ID  
Sent By adarroug Date 2007-10-25 Time 12:16 Rev Time 0.00
Received By adarroug Date 2007-10-25 Time 12:16 Sent To FIRE
Notes
2007-10-25 12:17:12TO "F" BOX/REV
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Rev No 63 Status N Date 2007-10-17 Cont ID  
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Notes
2007-11-05 11:17:25TO "COMM" BD#26
2007-10-17 12:12:56WAITING FOR "COMM" BD--REV
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Rev No 62 Status N Date 2007-09-13 Cont ID  
Sent By adarroug Date 2007-09-13 Time 14:45 Rev Time 0.00
Received By adarroug Date 2007-09-13 Time 14:44 Sent To Z
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2007-09-13 14:45:18TO "Z" BOX/REV
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Rev No 61 Status N Date 2007-09-02 Cont ID  
Sent By shill Date 2007-09-02 Time 15:05 Rev Time 0.00
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Notes
2007-09-02 15:05:51ENG/BLDG REVISION SUBMITTED 8/9 TO RB DESK
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Rev No 60 Status N Date 2007-08-30 Cont ID  
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2007-08-30 12:30:37TO "Z" BOX/REV
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Rev No 59 Status N Date 2007-08-30 Cont ID  
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Notes
2007-09-09 18:45:29 
 SUBMITTAL FOR EXTERIOR STAIR HANDRAILS INCLUDES SPEC
 FOR INTEGRAL LIGHTING.ROUTED TO DEWEY FOR REVIEW.
 RB
  
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Rev No 58 Status N Date 2007-08-30 Cont ID  
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2007-08-30 12:04:20TO "P" BOX/REV
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Rev No 57 Status N Date 2007-08-27 Cont ID  
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Rev No 56 Status N Date 2007-08-23 Cont ID  
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2007-08-23 09:18:31TO "M" BOX/REV
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Rev No 55 Status N Date 2007-08-22 Cont ID  
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Rev No 54 Status N Date 2007-08-10 Cont ID  
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2007-08-10 08:17:08REVISIONS TO ENG AND TO BE ROUTED TO RB AFTER REVIEW IS
 COMPLETED.
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Rev No 53 Status N Date 2007-08-10 Cont ID  
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Rev No 45 Status N Date 2007-05-03 Cont ID  
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Rev No 41 Status N Date 2007-03-10 Cont ID  
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Rev No 37 Status N Date 2006-12-22 Cont ID  
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Rev No 34 Status N Date 2006-12-14 Cont ID  
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Rev No 32 Status N Date 2006-12-14 Cont ID  
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Rev No 31 Status N Date 2006-12-11 Cont ID  
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Rev No 30 Status N Date 2006-12-07 Cont ID  
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2006-12-07 16:34:19TO "Z" BOX/SUBMITTAL--PER "RBROWN"
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Rev No 29 Status N Date 2006-12-07 Cont ID  
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Rev No 28 Status N Date 2006-12-06 Cont ID  
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2006-12-06 16:50:38TO "F" BOX/REV
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Rev No 27 Status N Date 2006-11-27 Cont ID  
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2006-11-27 16:23:53TO "F" BOX/REV
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Rev No 26 Status N Date 2006-11-20 Cont ID  
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Rev No 25 Status N Date 2006-10-27 Cont ID  
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Rev No 24 Status N Date 2006-10-27 Cont ID  
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Rev No 23 Status N Date 2006-10-11 Cont ID  
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2006-10-11 14:14:35TO "RBROWN" DESK/REV
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Rev No 22 Status N Date 2006-09-23 Cont ID  
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2006-09-23 00:00:00TO "RBROWN" DESK/REV
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Rev No 21 Status N Date 2006-09-19 Cont ID  
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Rev No 20 Status N Date 2006-08-28 Cont ID  
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2006-08-28 00:00:00TO "RBROWN" DESK/SUBMITTAL
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Rev No 19 Status N Date 2006-08-28 Cont ID  
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2006-08-28 00:00:00TO "RBROWN" DESK/SUBMITTAL
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Rev No 18 Status N Date 2006-08-12 Cont ID  
Sent By adarroug Date 2006-08-12 Time 14:46 Rev Time 0.00
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2006-08-12 00:00:00TO "RBROWN" DESK/SUBMITTAL
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Rev No 17 Status N Date 2006-08-05 Cont ID  
Sent By dpalmer Date 2006-08-05 Time 14:21 Rev Time 0.00
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2006-08-05 00:00:00TO COMM BOARD #63
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Rev No 16 Status N Date 2006-07-20 Cont ID  
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2006-07-20 00:00:00WAITING FOR "COMM" BD
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Rev No 15 Status N Date 2006-06-25 Cont ID  
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2006-06-25 00:00:00TO "RBROWN" DESK/SUBMITTAL
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Rev No 14 Status N Date 2006-06-15 Cont ID  
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2006-06-15 00:00:00TO "RBROWN" DESK/SUBMITTAL
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Rev No 13 Status N Date 2006-06-12 Cont ID  
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2006-06-12 00:00:00TO "RBROWN" DESK/REV
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Rev No 12 Status N Date 2006-06-07 Cont ID  
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2006-06-07 00:00:00TO "RBROWN" DESK/SUBMITTAL
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Rev No 11 Status N Date 2006-05-18 Cont ID  
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2006-05-18 00:00:00TO "RBROWN" DESK/SUBMITTAL
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Rev No 10 Status N Date 2006-04-20 Cont ID  
Sent By adarroug Date 2006-04-20 Time 11:49 Rev Time 0.00
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2006-04-20 00:00:00TO "RBROWN" DESK/2 REV'S
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Rev No 9 Status N Date 2006-04-10 Cont ID  
Sent By adarroug Date 2006-04-10 Time 10:58 Rev Time 0.00
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2006-04-10 00:00:00TO "RBROWN" DESK/SUBMITTAL
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Rev No 8 Status N Date 2006-03-17 Cont ID  
Sent By adarroug Date 2006-03-17 Time 10:50 Rev Time 0.00
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2006-03-17 00:00:00TO "RBROWN" DESK/REV
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Rev No 7 Status N Date 2006-02-28 Cont ID  
Sent By adarroug Date 2006-02-28 Time 18:37 Rev Time 0.00
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2006-02-28 00:00:00TO "RBROWN" DESK/REV
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Rev No 6 Status N Date 2006-01-26 Cont ID  
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2006-01-26 00:00:00TO "RBROWN" DESK/SUBMITTAL
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Rev No 5 Status N Date 2006-01-20 Cont ID  
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2006-01-20 00:00:00TO "RBROWN" DESK/SUBMITTAL
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Rev No 4 Status N Date 2006-01-09 Cont ID  
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2006-01-09 00:00:00TO "RBROWN" DESK/SUBMITTAL
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Rev No 3 Status N Date 2005-10-14 Cont ID  
Sent By adarroug Date 2005-10-04 Time 15:08 Rev Time 0.00
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Notes
2005-10-14 00:00:00TO "COMM" BD#22
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Rev No 2 Status N Date 2005-07-01 Cont ID  
Sent By adarroug Date 2005-07-01 Time 15:13 Rev Time 0.00
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Notes
2005-07-20 00:00:007/20/05-TAKEN FROM "COMM" BD TO RBROWN
 DESK
2005-07-01 00:00:00TO "COMM" BD#14/PLANS ON RACK/4 ROLLS
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Rev No 1 Status N Date 2005-04-08 Cont ID  
Sent By pkrauss Date 2005-04-08 Time 08:05 Rev Time 0.00
Received By pkrauss Date 2005-03-03 Time 08:48 Sent To  
Notes
2005-03-03 00:00:00TO "COMM" BD#17/COMM RACK 3ROLLS
Review Stop M MECHANICAL (A/C)
Rev No 8 Status P Date 2007-09-11 Cont ID  
Sent By rregueir Date 2007-09-11 Time 17:07 Rev Time 0.00
Received By rregueir Date 2007-09-11 Time 16:52 Sent To PC
Notes
2007-09-11 17:07:03REVISION M2.03
Review Stop M MECHANICAL (A/C)
Rev No 7 Status P Date 2007-08-08 Cont ID  
Sent By hmoser Date 2007-08-08 Time 17:42 Rev Time 0.00
Received By hmoser Date 2007-08-08 Time 17:42 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2007-06-26 Cont ID  
Sent By hmoser Date 2007-06-26 Time 10:01 Rev Time 0.00
Received By hmoser Date 2007-06-26 Time 10:01 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2006-12-19 Cont ID  
Sent By hmoser Date 2006-12-19 Time 16:05 Rev Time 0.00
Received By hmoser Date 2006-12-19 Time 16:05 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2006-09-25 Cont ID  
Sent By rregueir Date 2006-09-25 Time 19:48 Rev Time 0.00
Received By rregueir Date 2006-09-25 Time 19:48 Sent To  
Notes
2006-09-25 00:00:00----------------PROVISO-----------------
 1.PAGE M202:PROVIDE LOUVER AND PLENUM
 SIZE INFORMATION FOR 12X10 EXHAUST DUCT
 UP FROM 1ST FLOOR TO EXTERIOR WALL.
  
 2.PAGE M204: E.F.1 ON ROOF TO COMPLY
 WITH FBC,M 304.8 AND 306.5.A GUARD
 WILL BE REQUIRED ON ROOF IF FAN IS
 WITHIN 10' OF ROOF EDGE.
  
 RONALD J REGUEIRO
 561.805.6734
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2005-11-14 Cont ID  
Sent By pkrauss Date 2005-11-14 Time 11:10 Rev Time 0.00
Received By pkrauss Date 2005-11-14 Time 09:24 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2005-07-15 Cont ID  
Sent By pkrauss Date 2005-07-15 Time 10:19 Rev Time 0.55
Received By pkrauss Date 2005-07-15 Time 10:19 Sent To  
Notes
2005-07-15 00:00:00DENIED: 2ND REQUEST
 REFERENCE PREVIOUS REVIEW DATED 4-6-05
  
 COMMENT #1 A: PLEASE ANNOTATE ON PLANS
 WHERE PENETRATIONS COMPLY WITH THE
 CRITERIA LISTED IN 2001 FBC/M 607.1.3,
 EXCEPTION #3 ITEMS 1 THROUGH 4.
  
 COMMENT #2:WALL TYPE 14 IS NOT
 INDICATED ON PLAN SHEET A7.01, STORAGE
 RM #214, ARCHITECTURAL PLAN INDICATE
 EXISTING OPENING TO BE "PATCHED OR
 CLOSED" IN WHICH THE "NEW" PART OF THE
 WALL HAS A 1 HR RATING.PLEASE CLARIFY.
 PLEASE NOTE, AIR IS TRANSFERRED FROM THE
 STORAGE RM #214 BACK THE THE MECH
 CLOSET, NO COMBUSTIBLES ARE TO BE STORED
 IN THE
 COMMENT #5: LIFE SAFTEY PLAN INDICATES 2
 HR RATING FOR THE "OPEN" AREA ON THE 4TH
 FOR.SIDE WALL GRILLES DO NOT INDICATE
 FIRE DAMPERS.PLEASE CLARIFY.
  
 COMMENT #6:PLAN SHEET C2 STILL
 INDICATES A/C CONDENSATE INTO THE
 SANITARY WHICH IS PROHIBITED BY THE CITY
 CODE SEC. 90-125 (5).
  
 COMMENT #7:PLEASE CORRELATE THE LIFE
 SAFETY & ARCHITRUAL PLANS.
 ARCHITECTURAL PLANS INDICATE RATED WALLS
 WEREAS THE THE LIFE SAFETY PLANS DO NOT
 INDICATE RATING.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2005-04-06 Cont ID  
Sent By pkrauss Date 2005-04-06 Time 14:05 Rev Time 0.00
Received By pkrauss Date 2005-04-06 Time 14:05 Sent To  
Notes
2005-04-06 00:00:00DENIED:
 1.PLAN SHEET M-2.01 - FIRE DAMPERS ARE
 NOT INDICATED AT THE FOLLOWING
 LOCATIONS; ROOM #108, 134, 113, 122 AND
 VARIOUS PENETRATIONS INTO THE CORRIDOR.
 PLEASE NOTE THE FOLLOWING:
 A) SOME DUCT PENETRATIONS INTO THE
 CORRIDOR MAY NOT REQUIRE FIRE
 FIRE DAMPERS BUT MUST COMPY WITH
 2001 FBC/M 607.1.3, EXCEPTION #3
 ITEMS 1 THROUGH 4.
 B) 2001 FBC 1006.1.3, PENETRATIONS INTO
  
 & OPENINGS THROUGH A STAIRWAY
 ENCLOSURE ARE PROHIBITED.
 C) SPECIFIC LOCATION OF EACH FIRE
 DAMPER SHALL BE IDENTIFIED ON THE
 PLAN PER 2001 FBC/M 607.6.
  
 2.PLAN SHEET M-2.02 - FIRE DAMPERS NOT
 INDICATED AT THE FOLLOWING LOCATIONS;
 CORRIDORS AT THE FOYER, ROOM #227, 212,
 AT THE STAIRWAY ENCLOSURE AND ROOM 221.
  
 3.PLAN SHEET M-2.02 - MECHANICAL ROOMS
 INDICATE OUTSIDE AIR INTO THE MECH ROOM
 BUT NOT TAPPED INTO THE RETURN AIR.
 SHOULD THIS MECH ROOM BE A PLENUM, IT
 SHALL COMPLY WITH 2001 FBC/M 603.9.NO
 COMBUSTIBLES ALLOWED IN THE RETURN AIR
 PLENUM.
  
 4.PLAN SHEET M-2.03 - FIRE DAMPERS NOT
 INDICATED AT THE FOLLOWING LOCATIONS;
 ROOMS 308 & 311 AND THE CORRIDOR.
 PENETRATIONS ARE ALSO INDICATED AT THE
 NORTH, SOUTH AND WEST STARIWAYS.
  
 5.PLAN SHEET M-2.04 - FIRE DAMPERS NOT
 INDICATED AT THE SIDE WALL GRILLES
 TERMINATING AT THE RATED WALL.
  
 6.PLAN SHEET C2 INDICATES A/C
 CONDENSATE TO THE SEWER WHICH IS
 PROHIBITED BY THE CITY CODE SEC. 90-125
 (5).
  
 7.PLEASE NOTE THE LIFE SAFETY PLAN AND
 ARCHITECTURAL PLANS CONFLICT.THE
 ARCHITECTURAL PLANS INDICATE ALL
 MECHANICAL ROOM AS HAVING A 1 HR FIRE
 RATING & THE LIFE SAFETY PLAN DOES NOT
 REFLECT THIS.PER THE 2001 FBC 503 THE
 1HR RATING FOR THE MECHANICAL ROOM IS
 NOT REQUIRED.PLEASE CLARIFY AND
 CORRELATE THE PLANS.IF THE RATING
 SHOULD REMAIN, FIRE DAMEPRS WILL BE
 REQUIRED AT THE PENETATRATIONS.
  
 8.PROVIDE OUTSIDE AIR CALCULATIONS IN
 ACCORDANCE WITH 2001 FBC/M TABLE 403.3.
  
 9.PLAN SHEETS A-1.02, A-1.03, A-1.04
 INDICATE "MECH SHAFT", PLEASE PROVIDE
 DETAIL OF THE SHAFT AND PENTRATIONS INTO
 THE SHAFT.
  
 10. PROVIDE INFORMATION AND SUBMITTAL
 FOR THE GENERATOR.INDICATE TYPE OF
 FUEL (NATURAL GAS, FUEL, DIESEL).
  
 11. IDENTIFY EXHAUST DUCT AND
 TERMINATION OF EXHAUST.
  
 12. SHOW COMPLIANCE WITH THE ENERGY CODE
 PER 2001 FBC CHAPTER 13 SECTION 103.0.
  
 PLEASE NOTE, PLANS ARE TO SIGNED,
 SEALED, AND DATED BY THE
 ENGINEER/ARCHITECT PER FS471.025 &
 481.221.PLEASE PROVIDE PRINTED NAME
 ADDRESS AND PHONE NUMBER OR TITLE BLOCK
 AS REQUIRED BY FAC61G15-23.002 &
 61G1-16.004.IF PRACTICING UNDER A DULY
 AUTHORIZED ENGINEERING BUSINESS, PROVIDE
 CERTIFICATE OF AUTHORIZATION # ON PLANS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
  
  
Review Stop P PLUMBING
Rev No 7 Status P Date 2007-10-13 Cont ID  
Sent By kstevens Date 2007-10-13 Time 13:47 Rev Time 0.00
Received By kstevens Date 2007-10-13 Time 13:47 Sent To  
Notes
2007-10-13 13:48:48REVISIONS OK--SHTS P-2.01, P-2.02, P-2.03, P-2.04 &
 P-4.01 AS BUILTS
Review Stop P PLUMBING
Rev No 6 Status P Date 2007-01-16 Cont ID  
Sent By kstevens Date 2007-01-16 Time 13:41 Rev Time 0.00
Received By kstevens Date 2007-01-16 Time 13:40 Sent To  
Notes
2007-01-16 13:43:13REVISION OK - SHEETS PO-01, P-2.01, P-2.02, P-2.03,
 P-2.04, P-4.02P-5.01
Review Stop P PLUMBING
Rev No 5 Status F Date 2006-08-21 Cont ID  
Sent By kstevens Date 2006-08-21 Time 06:18 Rev Time 0.00
Received By kstevens Date 2006-08-19 Time 17:55 Sent To  
Notes
2006-08-21 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
 1. IN OCCUPIED STRUCTURES, HOT WATER
 SHALL BE SUPPLIED TO ALL PLUMBING
 FIXTURES AND EQUIPMENT UTILIZED FOR
 BATHING, WASHING, CULINARY PURPOSES,
 CLEANING, LAUNDRY OR BUILDING
 MAINTENANCE. MOP SINKS SHALL HAVE HOT
 PER SECTION 607.1.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 4 Status P Date 2005-12-22 Cont ID  
Sent By kstevens Date 2005-12-22 Time 07:42 Rev Time 0.00
Received By kstevens Date 2005-12-22 Time 07:42 Sent To  
Notes
2005-12-22 00:00:00PASSED/PROVISO
  
 SINKS SHALL COMPLY WITH SECTIONS
 11-4.24.6 & 11-4.24.7
 1/2 ALL DRINKING FOUNTAINS SHALL COMPLY
 WITH 11-4.15 AND ALL SUBSECTIONS
 (SEE SHTS A-9.05 & P-5.01)
Review Stop P PLUMBING
Rev No 3 Status F Date 2005-12-07 Cont ID  
Sent By kstevens Date 2005-12-07 Time 16:34 Rev Time 1.50
Received By kstevens Date 2005-12-07 Time 16:34 Sent To  
Notes
2005-12-07 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 FROM PREVIOUS REVIEW: THE COMMENT NUMBER
 SHALL REMAIN THE SAME TO AVOID CONFUSION
 1. ALL SHEETS SHALL BE SIGNED, SEALED, &
 DATED. ALL SHEETS SHALL CONTAIN A TITLE
 BLOCK WITH ALL REQUIRED INFORMATION AND
 LICENCES. FAC 61G1-16.004 & FS 481.219.
 FS481.2055. - SEE SHTS L1 THRU L6 AND
 IRR-1 THRU IRR-3. -THESE SHT ARE
 SIGNED, SEALED, AND DATED, BUT THE TITLE
 BLOCK SHOWING FIRM ADDRESS & TELEPHONE
 NUMBER, (61G1-16.004(1) AND THE PRINTED
 NAME OF THE PERSON SEALING THE DOCUMENT,
 (61G1-16.004(6) ARE NOT ON EACH SHEET AS
 REQUIRED.
 6. SUBMIT A DETAIL SHOWING COMPLIANCE
 WITH 11-4.15.2 SPOUT HEIGHT, 11-4.15.3
 SPOUT LOCATION, 11-4.15.4 CONTROLS, AND
 11-4.15.5 CLEARANCES/CLEAR FLOOR SPACE.
 ALSO FOR THOSE WHO HAVE DIFFICULTY
 BENDING OR STOOPING. SECTION
 11-4.1.3(10)(A). - NOT ALL INFORMATION
 REQUESTED HAS BEEN SHOWN, BUT I WILL
 PROVISO THAT INFORMATION. THE CONTRACTOR
 SHALL BE RESPONSIBLE FOR COMPLYING WITH
 THE CODE SECTIONS.
 7. SUBMIT A DETAIL FOR THE BREAK ROOM
 SINKS AND THE CONFERENCE ROOM SINK
 SHOWING COMPLIANCE WITH 11-4.24 AND ALL
 SUBSECTIONS. CLEAR FLOOR SPACE SHALL BE
 FORWARD APPROACH AND EXTEND A MAXIMUM OF
 19" UNDERNEATH THE SINK. CABINET DOORS
 SHALL NOT BE IN THE CLEAR FLOOR SPACE
 FOR THE SINKS. REMOVE DOORS. - NOT ALL
 INFORMATION REQUESTED HAS BEEN PROVIDED,
 BUT I WILL PROVISO THAT INFORMATION. THE
 CONTRACTOR SHALL BE RESPONSIBLE FOR
 COMPLYING WITH THE CODE SECTIONS.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 2 Status F Date 2005-07-18 Cont ID  
Sent By kstevens Date 2005-07-18 Time 06:43 Rev Time 3.50
Received By kstevens Date 2005-07-16 Time 13:37 Sent To  
Notes
2005-07-18 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 FROM PREVIOUS REVIEW: THE COMMENT NUMBER
 SHALL REMAIN THE SAME TO AVOID CONFUSION
 1. ALL SHEETS SHALL BE SIGNED, SEALED, &
 DATED. ALL SHEETS SHALL CONTAIN A TITLE
 BLOCK WITH ALL REQUIRED INFORMATION AND
 LICENCES. FAC 61G1-16.004 & FS 481.219.
 FS481.2055. - SEE SHTTES L1 THRU L6 AND
 IRR-1 THRU IRR-3.
 6. SUBMIT A DETAIL SHOWING COMPLIANCE
 WITH 11-4.15.2 SPOUT HEIGHT, 11-4.15.3
 SPOUT LOCATION, 11-4.15.4 CONTROLS, AND
 11-4.15.5 CLEARANCES/CLEAR FLOOR SPACE.
 ALSO FOR THOSE WHO HAVE DIFFICULTY
 BENDING OR STOOPING. SECTION
 11-4.1.3(10)(A).
 7. SUBMIT A DETAIL FOR THE BREAK ROOM
 SINKS AND THE CONFERENCE ROOM SINK
 SHOWING COMPLIANCE WITH 11-4.24 AND ALL
 SUBSECTIONS. CLEAR FLOOR SPACE SHALL BE
 FORWARD APPROACH AND EXTEND A MAXIMUM OF
 19" UNDERNEATH THE SINK. CABINET DOORS
 SHALL NOT BE IN THE CLEAR FLOOR SPACE
 FOR THE SINKS. REMOVE DOORS.
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION. -
 NO TRANSMITTAL LETTER WAS FOUND.
  
 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 2005-03-15 Cont ID  
Sent By kstevens Date 2005-03-15 Time 07:53 Rev Time 6.00
Received By kstevens Date 2005-03-14 Time 18:54 Sent To  
Notes
2005-03-15 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
 CITY CODE W.P.B.
  
 1) ALL SHEETS SHALL BE SIGNED, SEALED, &
 DATED. ALL SHEETS SHALL CONTAIN A TITLE
 BLOCK WITH ALL REQUIRED INFORMATION AND
 LICENCES. FAC 61G1-16.004 -
 61G14-23.002(2) AND FS 481.219 -
 481.2055 - 471.025.
 2) SHT C2 CONDENSATE WATER SHALL NOT
 DRAIN INTO THE SANITARY SEWER SYSTEM.
 THE CONDENSATE SHALL DRAIN SEPARATELY
 OUT OF THE BUILDING AND SHALL CONNECT TO
 A STORM LINE, CATCH BASIN, OR DRYWELL.
 CITY CODE 90-125(B)(5). A RELIEF VENT IS
 REQUIRED ON CONDENSATE LINE AS IT EXITS
 THE BUILDING.
 3) SHT A-1.05 SECONDARY ROOF DRAINS FOR
 THE EAST SIDE OF THE BUILDING ARE NOT
 SHOWN. PLEASE INDICATE THE LOCATION AND
 SIZE. SECTION 1107.
 4) SHT A-1.06 SCUPPER DETAIL (2) PLEASE
 INDICATE WIDTH AND HEIGHT DIMENSIONS TO
 DETERMINE AREA. SECTIONS 1107 & 104.2.1.
 5) SHT A-6.09 THE FOLLOWING INFORMATION
 IS MISSING FROM THE ACCESSIBILITY
 REQUIREMENTS. SHOW: CLEAR FLOOR SPACE
 FOR THE URINAL 11-4.18.3. - CLEAR FLOOR
 SPACE FOR THE LAV OUTSIDE THE STALL FOR
 PERSONS USING THE ACCESSIBLE URINAL
 11-4.19.3. - EXPOSED PIPES AND SURFACES
 11-4.19.4. - ALL ACCESSIBLE W/C'S SHALL
 BE 18" FROM CENTERLINE OF FIXTURE TO THE
 WALL. SEE FIG. 29.
 6) SUBMIT A DETAIL SHOWING COMPLIANCE
 WITH 11-4.15.2 SPOUT HEIGHT, 11-4.15.3
 SPOUT LOCATION, 11-4.15.4 CONTROLS, AND
 11-4.15.5 CLEARANCES/CLEAR FLOOR SPACE.
 ALSO FOR THOSE WHO HAVE DIFFICULTY
 BENDING OR STOOPING SECTION
 11-4.1.3(10)(A).
 7) SUBMIT A DETAIL FOR THE BREAK ROOM
 SINKS AND THE CONFERENCE ROOM SINK
 SHOWING COMPLIANCE WITH 11-4.24 AND ALL
 SUBSECTIONS. CLEAR FLOOR SPACE SHALL BE
 FORWARD APPROACH AND EXTEND A MAXIMUM OF
 19" UNDERNEATH THE SINK. CABINET DOORS
 SHALL NOT BE IN THE CLEAR FLOOR SPACE
 FOR THE SINKS. REMOVE DOORS
 8) SHT A-6.10 DERTAILS 2, & 3. W/C'S TO
 BE 18" OFF WALL TO CENTERLINE OF THE
 FIXTURE. FIG. 29.
 9)SHT A-9.06 DETAIL #10 29" KNEE
 CLEARANCE REQUIRED. DETAIL SHOWS 26".
 10) SHT P-2.01 CENTER RWL'S (2) FOR EAST
 SIDE OF ROOF MISSING. SHOW LOCATION FOR
 BOTH. SECTION 104.2.1.
 11) SHT P-2.02 NO SANT. SHOWN TO THE W/C
 IN THE ACCESSIBLE STALL IN THE WOMEN'S
 TOILET ROOM. SECTION 104.2.1.
 12) SUBMIT RISER DIAGRAMS FOR THE
 SANITARY, THE STORM, WATER, &
 CONDENSATE. SECTION 104.2.1.
 13) SUBMIT BUILDING DRAIN ISOMETRICS FOR
 THE SANITARY, (SHOWING DFU'S AS THEY
 ACCUMULATE), THE STORM, (SHOWING SQUARE
 FOOTAGE AS IT ACCUMULATES), AND
 CONDENSATE. SHOW ALL PIPE SIZES.
 14) SUBMIT A WATER ISOMETRIC SHOWING ALL
 PIPE SIZES, VALVES, AND WATER HAMMER
 ARRESTORS LOCATED NEAR THE FIXTURES IN
 AN "EFFECTIVE RANGE" PER PDI-WH 201.
 15) SHT P-5.02 SUBMIT MANUFACTURE
 SPECIFICATION SHEETS FOR DOMESTIC
 BOOSTER PUMP SHOWING LISTING.
 16) SINCE ARCHITECTURAL PLANS ARE 75%
 FINISHED, AND PLUMBING PLANS ARE 50%
 FINISHED, MORE NEW COMMENTS MAY FOLLOW
 NEXT REVIEW.
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 7 Status P Date 2007-09-19 Cont ID  
Sent By mflis Date 2007-09-19 Time 11:32 Rev Time 0.00
Received By mflis Date 2007-09-19 Time 11:32 Sent To B
Notes
2007-09-19 11:33:13ZONING REVIEW: PASSED
  
 - REVIEW OF HISTORIC SITE MONUMENT SIGN ONLY
  
 MATT FLIS - 822-1445
Review Stop Z ZONING
Rev No 6 Status P Date 2007-01-17 Cont ID  
Sent By mflis Date 2007-01-17 Time 09:31 Rev Time 0.00
Received By mflis Date 2007-01-17 Time 09:31 Sent To  
Notes
2007-01-17 09:33:23ZONING REVIEW: PASSED
  
 - BUILDING PERMIT RESUBMITTAL - REVISED STRUCTURAL AND
 ARCHITECTURAL
  
 - CONFIRM/COORDINATE CHILLER ENCLOSURE WALL HEIGHTS PER
 APPROVED ARCHITECTURAL DWGS
  
 - MATT FLIS - 822-1445
Review Stop Z ZONING
Rev No 5 Status P Date 2007-01-17 Cont ID  
Sent By mflis Date 2007-01-17 Time 09:18 Rev Time 0.00
Received By mflis Date 2007-01-17 Time 09:18 Sent To  
Notes
2007-01-17 09:18:50ZONING REVIEW: PASSED
  
 CHILLER ENCLOSURE ONLY
  
 MATT FLIS - 822-1445
Review Stop Z ZONING
Rev No 4 Status F Date 2006-12-15 Cont ID  
Sent By mflis Date 2006-12-15 Time 09:35 Rev Time 0.00
Received By mflis Date 2006-12-15 Time 09:35 Sent To  
Notes
2006-12-15 09:36:49ZONING REVIEW: CANOPY DWGS ONLY
  
 PLEASE PROVIDE A COPY OF THE BUILDING AND SITE PLAN
 WHICH LOCATED THE CANOPIES.
  
 -MATTHEW FLIS 822-1445
Review Stop Z ZONING
Rev No 3 Status F Date 2006-08-21 Cont ID  
Sent By mflis Date 2006-08-21 Time 11:48 Rev Time 0.00
Received By mflis Date 2006-08-21 Time 11:48 Sent To  
Notes
2006-08-21 00:00:00MECHANICAL (CHILLER) SCREENING HEIGHT
 EXCEEDS THAT ALLOWED UNDER TYPE III -
 SEE BELOW:
  
 PER SECT 94-108 (B)(4) - STREETWALLS AT
 STREET FRONTS AND SIDE PROPERTY LINES
 FACING STREETS SHALL BE36 TO 48 INCHES
 IN HEIGHT. GARDEN WALLS AND FENCES NOT
 FACING STREETS MAY BE UP TO 72 INCHES IN
 HEIGHT.
  
 A) SCREENING SHOWN AT 8' - WILL NEED TO
 BE SHORTENED TO MEET CODE.
 B) IS THIS THE IDEAL LOCATION FOR THE
 MECHANIAL EQUIPMENT? ARE ANY OTHER
 LOCATIONS MORE APPROPRIATE?
  
 MJF
Review Stop Z ZONING
Rev No 2 Status P Date 2005-12-30 Cont ID  
Sent By aaponte Date 2005-12-30 Time 13:14 Rev Time 0.00
Received By aaponte Date 2005-12-30 Time 13:14 Sent To  
Notes
2005-12-30 00:00:00PROVISO:TREE GRATES ALONG 3RD STREET
 SHALL BE 4'BY 4' AND PLACED CLOSER TO
 THE CURB. PLEASE ALIGN THE TREE GRATES
 WITH THE PARKING SPACES TO AVOID
 BLOCKING CAR DOORS.
Review Stop Z ZONING
Rev No 1 Status P Date 2005-04-06 Cont ID  
Sent By aaponte Date 2005-04-06 Time 09:55 Rev Time 0.00
Received By aaponte Date 2005-04-06 Time 09:55 Sent To  
Notes
***NONE***


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