Plan Review Details - Permit 02090419
Plan Review Stops For Permit 02090419
Review Stop B BUILDING (STRUCTURAL)
Rev No 23 Status P Date 2005-06-11 Cont ID  
Sent By shill Date 2005-06-11 Time 18:59 Rev Time 0.50
Received By shill Date 2005-06-11 Time 18:59 Sent To PC
Notes
2005-06-11 00:00:00RAILING SHOPS PREPARED BY STEPHAN YECKES
 PROVISO - TO COMPLY WITH FBC11 FIG 19
 EXTENSION AT BOTTOM OF RUN
Review Stop B BUILDING (STRUCTURAL)
Rev No 22 Status F Date 2005-06-01 Cont ID  
Sent By shill Date 2005-06-01 Time 10:11 Rev Time 3.00
Received By shill Date 2005-06-01 Time 10:11 Sent To PC
Notes
2005-06-01 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)IT IS NOT CLEAR WHAT DESIGN
 PROFESSIONAL IS CERTIFYING THE STRENGTH
 OF THE DESIGN.NO TITLE BLOCK,
 ENGINEERED CALCULATIONS, DESIGN CRITERIA
 PER FBC (FBC1608.2.1(1-3),
 FBC1608.2.2(1-4))OR SEAL WAS PROVIDED.
  
 2.) THE RAILING SHOPS DO NOT HAVE THE
 JOB NAME ON THEM.WHERE WILL THIS BE
 INSTALLED?
  
 3.) PAGE 1, PROVIDE HANDRAIL HEIGHT
 FBC1007.5.HANDRAILS REQUIRED BOTH
 SIDES.
  
 4.)FBC1007.5.5, HANDRAIL SHALL
 CONTINUE TO SLOPE FOR A DISTANCE OF
 DEPTH OF ONE RISER AT THE BOTTOM.
  
 5.)PAGE 2, DIMENSIONS REQUIRED BY
 FBC1015 ARE NOT ON THE PLAN.WHAT IS
 THE LOCATION FOR THE HANDRAIL SHOWN AT
 THE BOTTOM OF PAGE 2?
  
 6.)PAGE 3 GUARDRAIL APPEARS TO BE
 DESIGNED WITHOUT THE REQUIREMENT (REJECT
 A 4" OBJECT BETWEEN PICKETS) FBC1015.3.
 PLEASE GIVE LOCATIONS FOR THE
 RAILINGS/GUARDRAILS SUBMITTED.
  
 7.)DESIGN CRITERIA ON COVER SHEET IS
 NOT COMPLIANT FOR EITHER HANDRAILS OR
 GUARDRAILS.
  
 8.)HANDRAILS REQUIRED BOTH SIDES,
 FBC1007.5.2.
  
 9.)ON THE MULLION NOA, PLEASE INDICATE
 WHICH PRODUCT(S) YOU ARE USING.NOT ALL
 ARE COMPLIANT FOR THE SIZES TO BE
 INSTALLED.
  
 10.) A REVISION FEE WAS CHARGED FOR THE
 PRODUCT APPROVALS (CHANGE FROM APPROVED
 PLAN/SPEC).
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 21 Status P Date 2005-05-09 Cont ID  
Sent By shill Date 2005-05-09 Time 09:56 Rev Time 0.50
Received By shill Date 2005-05-09 Time 09:56 Sent To PC
Notes
2005-05-09 00:00:00LETTER DATED 5/5/05 REGARDING RIDGE TILE
 STEPHAN YECKES
Review Stop B BUILDING (STRUCTURAL)
Rev No 20 Status F Date 2005-04-28 Cont ID  
Sent By shill Date 2005-04-28 Time 11:11 Rev Time 1.00
Received By shill Date 2005-04-28 Time 11:11 Sent To PC
Notes
2005-04-28 00:00:00****CORRECTIONS****
 REVISED C1, C2, A1
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)THE STAIR HANDRAIL IS TO BE IN
 COMPLIANCE WITH FBC1007.5.5, SHALL
 EXTEND 12" BEYOND THE TOP RISER AND THE
 DISTANCE OF ONE TREAD BEYONE THE BOTTOM
 RISER.ALSO SEE FBC CHAPTER 11, FIGURE
 19.
  
 2.) SHOW MANEUVERING CLEARANCE FOR THE
 FRONT DOOR, FBC11 FIGURE 25.
  
 3.) THE HANDRAIL FOR THE RAMP IS TO
 COMPLY WITH FBC1013.7.
  
 4.)THE RAMP IS TO HAVE HANDRAILS IN
 COMPLIANCE WITH 1013.7 AND EDGE
 PROTECTION 1013.8, 1013.8.2.
  
 5.)RISERS TO BE A MINIMUM OF 4".A1
 SHOWS 4" RISERS BUT C1 SHOWS AN
 ELEVATION CHANGE FROM THE LANDING TO THE
 FINISHED FLOOR OF .65', WHICH IS 7.8"
 FOR THE TWO RISERS SHOWN.FBC1007.3.
  
 6.)SHOW TREAD DEPTH.
Review Stop B BUILDING (STRUCTURAL)
Rev No 19 Status P Date 2005-02-09 Cont ID  
Sent By shill Date 2005-02-09 Time 16:15 Rev Time 1.00
Received By shill Date 2005-02-09 Time 16:15 Sent To  
Notes
2005-02-09 00:00:00REVISED SHEETS SP1, A1, A1A, A2, A3, A4,
 A5, A6 DATED 1/25/05
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 18 Status F Date 2004-11-19 Cont ID  
Sent By shill Date 2004-11-19 Time 14:53 Rev Time 1.00
Received By shill Date 2004-11-19 Time 14:53 Sent To E
Notes
2004-11-19 00:00:00****CORRECTIONS****
 RESTAMP
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)SHEETS A1, A5, A6, A7, S2, S3, S4
 DO NOT MATCH THE APPROVED PLAN.
  
 2.)SEE PREVIOUS BUILDING REVIEWS #5
 AND #12.DENIED REVISED SHEETS WERE NOT
 RESUBMITTED; CHANGES APPROVED ON SOME
 SHEETS AFFECTED OTHER SHEETS AND THOSE
 REQUESTED SHEETS WERE NOT BROUGHT IN AS
 REVISIONS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 17 Status P Date 2004-07-28 Cont ID  
Sent By alange Date 2004-07-28 Time 10:01 Rev Time 0.25
Received By alange Date 2004-07-28 Time 10:01 Sent To  
Notes
2004-07-28 00:00:00RECEIVED LETTER FOR BEAM REPAIR
 OK PER SH
Review Stop B BUILDING (STRUCTURAL)
Rev No 16 Status P Date 2004-07-26 Cont ID  
Sent By shill Date 2004-07-26 Time 16:29 Rev Time 0.50
Received By shill Date 2004-07-26 Time 16:29 Sent To  
Notes
2004-07-26 00:00:00REVISED SHEETS A2 AND A3 DATED 7/16/4
Review Stop B BUILDING (STRUCTURAL)
Rev No 15 Status P Date 2004-07-19 Cont ID  
Sent By csiegber Date 2004-07-26 Time 15:03 Rev Time 0.50
Received By shill Date 2004-07-19 Time 15:09 Sent To  
Notes
2004-07-19 00:00:00LETTER/DETAIL, 1 HR WALL DATED 6/21/04
 STEPHAN YECKES
Review Stop B BUILDING (STRUCTURAL)
Rev No 14 Status F Date 2004-07-19 Cont ID  
Sent By shill Date 2004-07-19 Time 14:34 Rev Time 0.50
Received By shill Date 2004-07-19 Time 14:29 Sent To  
Notes
2004-07-19 00:00:00****CORRECTIONS****
 ENGINEER'S LETTER (BEAM)
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)PLEASE SPECIFY THE WELD.
  
 2.)PROVIDE CALCS FOR THE CUT
 REINFORCEMENT TO SHOW THAT NO ADDITIONAL
 STRENGTHENING IS REQUIRED (ITEM 1).
  
 3.)BOLTS ARE THROUGH BLOCK RATHER
 THAN CONCRETE; PLEASE ADDRESS.
  
 4.)NOTE THAT GINSBURG ENGINEERIN, LLC
 IS A DIFFERENT ENTITY FROM GINSBURG
 ENGINEERING, INC.A CA NUMBER IS
 REQUIRED FOR GINSBURG ENGINEERING LLC.
 ANY DOCUMENT SIGNED AND SEALED REQUIRES
 THE SAME INFORMATION ON IT AS PLANS DO
 (CA NUMBER FOR GINSBURG ENGINEERING INC)
  
 5.)A RED TAG HAD BEEN ISSUED REGARDING
 THE CRACKS IN THE PRECAST FOR THE STAIR
 SUPPORT.PLEASE ADDRESS AT THIS TIME.
Review Stop B BUILDING (STRUCTURAL)
Rev No 13 Status F Date 2004-07-13 Cont ID  
Sent By csiegber Date 2004-07-15 Time 16:03 Rev Time 0.50
Received By shill Date 2004-07-13 Time 15:59 Sent To  
Notes
2004-07-13 00:00:00****CORRECTIONS****
 REVISION - P2,P3,P4,P5,E6 DATED 7/6/04
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)THE CHANGES APPEAR TO BE
 STRUCTURALLY CODE COMPLIANT.SUBMIT
 REVISED ARCHITECTURAL SHEETS TO SHOW
 THE STRUCTURAL CHANGES.
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status F Date 2004-07-13 Cont ID  
Sent By shill Date 2004-06-30 Time 10:10 Rev Time 3.00
Received By shill Date 2004-06-30 Time 10:10 Sent To FIRE
Notes
2004-06-30 00:00:00****CORRECTIONS****
 REVISION DATED 6/22/04, SHEETS A1, A2,
 A3, A5, A6, A7
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)NO CHANGES HAVE BEEN INDICATED ON
 THE REVISED SHEETS.ALSO, THERE IS
 A REVISION DATE OF 2-5-03 WHICH IS NOT
 INCLUDED.ALL CHANGES ARE TO BE
 CLEARLY INDICATED WITH CLOUDS AND/OR
 TRIANGLES.
  
 2.) THIS CHECKLIST INCLUDES SOME OF
 THE CHANGES FROM THE APPROVED SET OF
 PLANS AS A COURTESY BUT IS NOT INTENDED
 TO BE ALL INCLUSIVE.IT IS THE
 ARCHITECT'S RESPONSIBILITY TO INDICATE
 ALL REVISIONS FOR A COMPLETE REVIEW.
  
 3.)SOME CHANGES APPEAR TO AFFECT OTHER
 SHEETS WHICH HAVE NOT BEEN REVISED (SITE
 PLAN, FIRE SPRINKLER, ELECTRIC, ????).
 ADDRESS.
  
 4.)DUMPSTER AREA IS NEW.HAVE PRODUCT
 APPROVALS FOR THE LOUVERED DOORS BEEN
 SUBMITTED? IT WAS SHOWN AS A MECHANICAL
 ROOM PREVIOUSLY, WAS MECHANICAL REVISED?
 THE LOUVERED DOOR IS TO COMPLY WITH
 FBC705.1.1.2.
  
 5.)ACCESSIBILITY DETAILS ARE NOW
 MISSING FROM REVISED SHEETS A2 AND A3.
 THEY MAY BE SUBMITTED AS A SEPARATE
 SHEET.
  
 6.)SHEET A5, THE IMPACT GLASS ON THE
 FIRST FLOOR HAS BEEN CHANGED TO NON-
 IMPACT WITH SHUTTERS.WHERE WILL THE
 SHUTTERS BE STORED, AND IN WHAT MANNER?
 IF STORED VERTICALLY, PROVIDE A DETAIL
 FOR THE RACK.
  
 7.)THE WINDOW AND DOOR SCHEDULES
 HAVE CHANGED.SHEET A6 ALSO HAS
 WINDOW AND DOOR CHANGES.ALL CHANGES
 SHOULD BE CLOUDED.
  
 8.)THE BUILDING FOOTPRINT AND DOOR
 LOCATIONS NO LONGER MATCH THE APPROVED
 SITE PLAN.REVISE SP1 FOR ZONING
 REVIEW.AREA TOTAL FOOTAGE ALSO APPEARS
 TO HAVE CHANGED, PLEASE REVISE.
  
 9.)CONTACT IMPACT FEES AT 233-5025
 TO DETERMINE IF AN IMPACT FEE REVIEW
 IS REQUIRED DUE TO THE SMALL INCREASE
 IN SQUARE FOOTAGE.
  
 10.) DOOR #1 MAY NEED TO COMPLY WITH
 FBC11-4.13.5 (DOOR CLEARANCE,
 ACCESSIBILITY).EITHER THIS DOOR IS
 TO COMPLY WITH THIS CODE SECTION OR
 AN ALTERNATE DOOR WHICH DOES COMPLY
 IS REQUIRED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status F Date 2004-06-29 Cont ID  
Sent By shill Date 2004-06-29 Time 17:21 Rev Time 0.50
Received By shill Date 2004-06-29 Time 17:08 Sent To  
Notes
2004-06-29 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)THE ARCHITECT IS TO CLOUD OR
 OTHERWISE CLEARLY INDICATE ALL CHANGES.
 THIS CHECKLIST INCLUDES SOME OF THE
 CHANGES WHICH I HAVE NOTED BUT IT IS
 NOT INTENDED TO BE ALL INCLUSIVE AND
 IT IS THE ARCHITECT'S RESPONSIBILITY
 TO MAKE NOTE OF ALL CHANGES TO THE
 PLAN.
  
 2.)
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status F Date 2004-06-04 Cont ID  
Sent By csiegber Date 2004-06-23 Time 15:02 Rev Time 3.00
Received By shill Date 2004-06-03 Time 07:39 Sent To  
Notes
2004-06-03 00:00:00****CORRECTIONS****
 REVISION - TOWER DETAIL FOR EVERNIA
 STATION
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724
  
 1.)THE HARDIPLANK SIDING IS SHOWN AS
 BEING ATTACHED DIRECTLY TO THE METAL
 FRAMING RATHER THAN OVER PLYWOOD
 SHEATHING.IS THIS CORRECT?IF THIS
 IS CORRECT, PROVIDE INFORMATION TO SHOW
 THAT THE WALLS HAVE MAINTAINED
 STRUCTURAL INTEGRITY.
  
 2.)PROVIDE A TEST REPORT FOR THE
 HARDIPLANK.CONFIRM INSTALLATION AND
 ATTACHMENT SHOWN ON THE DETAIL WITH
 THE TEST REPORT.
  
 3.)THE CHANGE FROM STUCCO TO SIDING
 AFFECTS OTHER DETAILS ON THE PLAN.
 SUBMIT REVISED SHEETS SHOWING THE
 CHANGE.
  
 4.)WINDOW PRODUCT APPROVALS WERE
 ISSUED WITH A PROVISO TO HAVE THE
 ARCHITECT REVISE THE PLAN WHICH HAD
 CHANGES DONE WITH WHITE OUT.PROVIDE
 THIS REVISION AT THIS TIME.
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2004-05-19 Cont ID  
Sent By shill Date 2004-05-19 Time 08:36 Rev Time 0.50
Received By shill Date 2004-05-19 Time 08:36 Sent To  
Notes
2004-05-19 00:00:00PROVISO - REVISE SHEETS WITH CHANGED
 WINDOW SIZES (HAD BEEN ALTERED WITH
 WHITE OUT BY CONTRACTOR)
  
 CALLED ARCHITECT, DID NOT RECEIVE A
 CALLBACK
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2004-04-19 Cont ID  
Sent By csiegber Date 2004-05-18 Time 08:30 Rev Time 0.50
Received By shill Date 2004-04-19 Time 16:35 Sent To  
Notes
2004-04-19 00:00:00REVISION, FRAMING DETAIL 3/9/4
 SUBMITTAL, TRUSSES
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2004-04-08 Cont ID  
Sent By csiegber Date 2004-04-16 Time 14:53 Rev Time 0.00
Received By hpiskura Date 2004-04-08 Time 06:49 Sent To  
Notes
2004-04-08 00:00:00THE SCOSTA STEEL ROOF TRUSSES ARE
 REQUIRED TO BE REVIEWED BY THE ENGINEER
 OF RECORD BEFORE SUBMITTING TO THE CITY.
  
 THE ENGINEERING SHOWN AS STANDARD TRUSS
 DETAILS DATED 2/9/04 ISNOT SIGNED AND
 SEALED WITH THE ORIGINAL SIGNATURE AND
 EMBOSSED SEAL.
  
 THE TRUSS ENGINEERING SHEETS SHOW
 BEARING AREAS FOR THE INDIVIDUAL
 TRUSSES TO BE DIFFERENT THAN THOSE
 SHOWN ON THE PLANS IN SECTIONS 1 AND 3,
 SHEET S8.
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2003-07-02 Cont ID  
Sent By csiegber Date 2004-04-06 Time 16:52 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2003-07-01 00:00:00REVISIONS S1, 5, 6, AND 8 DATED 6/23/03.
  
 THE GINSBURG ENGINEERING CALCULATIONS
 CITE ACI 318-95 AND 1997 UBC.FURTHER,
 THE CALCULATIONS DO NOT IDENTIFY THE
 PLANS OR PROJECT BEING ANALYZED.
  
 SEE THE 2001 FLORIDA BUILDING CODE AND
 CHAPTER 61G15-30, RESPONSIBILITY RULES
 COMMON TO ALL ENGINEERS, OF THE FLORIDA
 ADMINISTRATIVE CODE.
  
 THE ARCHITECT'S USE OF NUMBERED TRIANGLE
 SYMBOLS FOR BOTH FOOTING TYPE AND
 REVISON NOTES IS A CAUSE FOR CONFUSION,
 PLEASE USE AN ALTERNATE METHOD.FBC
 104.2.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2003-06-17 Cont ID  
Sent By shernand Date 2003-06-24 Time 16:30 Rev Time 0.00
Received By hpiskura Date 2003-06-17 Time 13:01 Sent To  
Notes
2003-06-17 00:00:00SHEET S1 REVISIONS DATED 6/11/03 AND
 "FOOTERS AND AERIAL FACADE EASEMENT
 AGREEMENT"
  
 PLEASE PROVIDE STRUCTURAL CALCULATIONS
 FOR THE PROPOSED CHANGE OF THE
 FOUNDATIONFROM 81"W X 20"D CONTINUOUS
 FOOTING ON 7500 PSF SOIL TO THE 44"W X
 24"D CONTINUOUS FOOTING FOR AN
 UNDECLARED SOIL BEARING PRESSURE.
  
 PLEASE REVISE THE PAGES AND SECTIONS OF
 THE PLANS THAT WILL BE EFFECTED BY THIS
 CHANGE, SUCH AS, BUT NOT LIMITED TO
 SHEETS S6, S7 & S8.
  
 PLEASE PROVIDE A DETAIL FOR LOCATING
 THE WALL ON THE FOOTING SO AS TO ENSURE
 THE 1.34' EASEMENT AND DEPTH OF TOP OF
 FOOTING AS DESCRIBED IN THE 4/28/03
 AGREEMENT WITH THE CITY.
  
 PLEASE PROVIDE THE PLANS CALLED FOR IN
 ITEM #2 OF THE AGREEMENT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-06-11 Cont ID  
Sent By shernand Date 2003-06-12 Time 15:17 Rev Time 0.00
Received By hpiskura Date 2003-06-11 Time 09:42 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-03-11 Cont ID  
Sent By shernand Date 2003-06-10 Time 16:28 Rev Time 0.00
Received By hpiskura Date 2003-03-10 Time 14:00 Sent To  
Notes
2003-03-11 00:00:00OWES IMPACT AND PERMIT FEES.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-01-31 Cont ID  
Sent By hpiskura Date 2003-01-31 Time 13:02 Rev Time 0.00
Received By hpiskura Date 2003-01-29 Time 15:30 Sent To  
Notes
2003-01-31 00:00:00THERE IS NO HANDICAP PARKING SPACE
 SHOWN IN THE GARAGE AS REQUIRED BY FBC
 11-4.1.2 (5)
  
 THE AREA OF THE OPENINGS ON THE EAST
 SIDE EXCEEDS THE 10% PERMITTED BY FBC
 TABLE 600 FOR EXTERIOR BEARING WALLS 3'
 - 10'FROM A PROPERTY LINE.THE BOARD
 OF APPEALS VARIANCE WAS FOR
 "PROTECTION" OF THE OPENINGS NOT THE
 AREA.PLEASE REVISE AS NECESSARY.
  
 THE STAIR SHAFT DOORS ARE REQUIRED TO BE
 1 HR RATED DOORS AS PROVIDED FOR IN
 FBC TABLE 705.1.2.
  
 SHEET A6 CALLS OUT VARIOUS PRECAST STONE
 AND CONCRETE ARCHITECTURAL DETAILS.
 SHOW A SPECIFIC ATTACHMENT DETAIL.SEE
 FBC 104.2.
  
 SHEET S6 REFERENCES THE STANDARD
 BUILDING CODE AND SECTION 1205.2 FOR
 "LOW RISE BUILDINGS"THE STATE OF
 FLORIDA IS UNDER THE 2001 FLORIDA
 BUILDING CODE AND THE STANDARD BUILDING
 CODE LAST HAD STRUCTURAL INFORMATION IN
 CHAPTER 12 IN 1991.
 WHAT IS THIS ARCHITECT USING FOR DESIGN?
  
 THE STRUCTURAL SHEETS CALL OUT 7500 PSF
 SOIL AND 2500 PSF IS DECLARED ON S6
 UNDER FOUNDATION DESIGN. CLEARLY DEFINE
 THE EXTENT OF THE DIFFERENT BEARING
 VALUES.
  
 SHEETS S3 & S4.DEFINE THE TRANSITION
 OF BEAM TYPES 7 TO 8 AND 8-10-9 AS
 SHOWN ON THE PLANS FOR THE VARYING
 DEPTHS OF 24" 13" AND 29" AND DIFFERENT
 STEEL SIZE.CLARIFY THE DESIGN DEPTH
 OF MARKS 6, 10 AND 14.
  
 HOW WILL THE MINIMUM 3" SPANCRETE
 BEARING BE MAINTAINED ON THE
 LONGITUDINAL INTERIOR BEARING WALL WITH
 BEAMS SHOWN AS 6, 10 AND 14? REFERENCE
 SECTION 2/S8 OF THE PLANS.
  
 DETAIL 6/S9 AND 7/S9.CLARIFY HOW THE
 2'LONG #4 BAR WILL BE GROUTED INTO THE
 SPANCRETE SLAB JOINT.
  
 SHEET S8.WHAT EXACTLY COMPRISES AN
 "APPLIED WATERPROOFING AGENT" ?SEE
 FBC 2111.1.9 AS AMENDED BY THE CITY.
  
 IS THE ARCHITECT YECKE THE STRUCTURAL
 ENGINEER OF RECORD?WHERE ARE THE
 PREVIOUSLY REQUESTED CALCULATIONS?
  
 THE CALCULATIONS PREPARED BY GINSBURG
 ENGINEERING, LLC INDICATE A HIPPED ROOF
 BUILDING.THE MASONRY INVESTIGATION
 USED ASCE 7-93.(THE FBC INVOKES ASCE
 7-98)
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-10-09 Cont ID  
Sent By hpiskura Date 2002-10-08 Time 14:25 Rev Time 0.00
Received By hpiskura Date 2002-10-07 Time 15:57 Sent To  
Notes
2002-10-09 00:00:00SHEET A1 AND SEVERAL OTHER PLACES ON THE
 DRAWING CALL OUT DESIGN TO THE 1997
 STANDARD BUILDING CODE.THE 2001
 FLORIDA BUILDING CODE IS CURRENTLY IN
 EFFECT.PLEASE REVISE AS NECESSARY TO
 INSURE COMPLIANCE WITH THE CURRENT
 CODES.
  
 DO NOT QUOTE THE CODE, SUCH AS THAT ON
 SHEET A1 "PUBLIC RESTROOM WALLS ARE TO
 BELINED WITH AN NONABSORBANT MATERIAL
 TO A HEIGHT OF 4' AFF AS PER SBC
 1204.2."THE FORE GOING IS NOT A
 SUBSTITUTE FOR SPECIFIC DESIGN
 INFORMATION.A SPECIFICATION SUCH AS
 THE USE OF TILE IS MORE TO THE POINT.
 PLEASE READ FBC 104.2.1.
  
 SHEET A5, DETAILS #1 & #2, SPECIFY HOW
 THE SUSPENDED CEILING WILL BE ATTACHED
 TOTHE OVERHEAD STRUCTURE.
  
 THIS BUILDING WILL BE LOCATED IN THE
 DESIGNATED FIRE DISTRICT AND IS SUBJECT
 TO THOSE REQUIREMENTS CONTAINED IN THE
 AMENDMENTS TO THE FBC BY THE CITY OF
 WPB.SHEET A6 CALLS OUT THE USE OF
 FOAM BASED EXTERIOR TRIM.FBC F102.2.7
 ALLOWS ONLY NON-COMBUSTIBLE MATERIALS
 OR FIRE RETARDANT TREATED WOOD.PLEASE
 REVISE AS NECESSARY.
  
 PROVIDE SPECIFIC DESIGN INFORMATION FOR
 THE "PREFAB BALLUSTRADE" CALLED OUT ON
 SEET A6.SEE FBC 1015 AND FBC 1608.2.
  
 SECTION 6/A9 SHOWS A WOOD FRAMED ARCH.
 THE BUILDING IS PROPOSED TO BE OF TYPE
 IV, FS CONSTRUCTION, AND AS SUCH THE
 EXTERIOR WALLS AND ITS COMPONENTS ARE
 REQUIRED TO BE OF NON-COMBUSTIBLE
 CONSTRUCTION.SEE FBC 606.
  
 SHEET A9 CALLS OUT A 110 MPH WINDSPEED
 FOR DESIGN OF THE ROOF TRUSSES.WEST
 PALM BEACH IS IN A 140 MPH ZONE AS
 DEFINED IN THE 2001 FBC.
  
 SHEET S1 CALLS FOR A FINISH FLOOR
 ELEVATION OF 18" ABOVE THE CROWN OF THE
 ROAD.SHOW HOW THIS WILL BE
 COORDINATED WITH THE SURROUNDING
 TOPOGRAPHY.SHOW THE HC ACCESSIBLE
 ENTRANCES, SITE AMENITIES, IE CURBCUTS
 AND OTHER PERTINENT INFORMATION.SEE
 FBC 104.2.
  
 THE FOUNDATION PLAN DOES NOT HAVE
 INFORMATION FOR THE CONSTRUCTION OF THE
 ELEVATOR PIT.
  
 THE TOP OF FOOTING ELEVATIONS IS NOT
 CALLED OUT.
  
 IT APPEARS THAT THE STEM WALL FOOTING
 SHOWN AS [2] WILL EXTEND BEYOND THE
 PROPERTY LINE INTO PUBLIC AND PRIVATE
 PROPERTY.PLEASE REVISE AS NECESSARY.
  
 S1 SHOWS A 6' WIDE CONC WALK IN THE
 GARAGE AND A1 4'.PLEASE CLARIFY
 DESIGN INTENT.
  
 SHEET S2, BEAM SCHEDULE MARK #6, "8 INCH
 X CONT" IS SOMEWHAT VAGUE AS TO WHAT IS
 INTENDED TO BE CONSTRUCTED.
  
 SHEET S2 BEAM SCHEDULE MARK #4.
 "LINTEL" IS DIFFICULT TO CONSTRUE AS
 SPECIFIC STRUCTURAL DESIGN INFORMATION.
 PLEASE CLARIFY DESIGN INTENT.
  
 WHERE DOES BEAM MARK #5 OCCUR ON THE
 STRUCTURAL PLANS WHEN REFERENCED TO
 SHEET A6 WHICH CALLS OUT AN 8X8 LINTEL?
  
 WHAT IS THE LINE SHOWN AS "NO STEP" ON
 SHEET S1 IN THE GARAGE?
  
 SHEET S2,3&4, WHAT IS THE TYPE OF BEAM
 TO BE USEDIN THE STAIR AND ELEVATOR
 SHAFTS?
  
 S-2 BEAM MARK 1, "ARCHED OPENING"
 WHERE ARE THE DIMENSIONS FOR THIS ARCH?
 ARE THERE ANY PERTINENT STEEL PLACEMENT
 DETAILS?
  
 SHEET S3.SHOW A DETAIL FOR TRANSITION
 OF THE BEAM TYPE [7] TO BEAM TYPE [8]
 INCLUDING THE JUNCTURE OF THE FILLED
 CELL.SAME FOR [11] AND [12] ON S4.
  
 STRUCTURAL.AT WHAT HEIGHT DOES THE
 ELEVATOR SHAFT TERMINATE? BEAM
 DEATAILS? ROOF CONSTRUCTION?
  
 SHEET S5. THE WIND INFORMATION DOES NOT
 MAKE SENSE.GCP IS THE PRODUCT OF
 EXTERNAL PRESSURE COEFFICIENT AND GUST
 EFFECT FACTOR NOT THE INTERNAL PRESSURE
 COEFFICIENT.
  
 R3 IS NOT A BUILDING CATEGORY.
  
 THE MEAN ROOF HEIGHT OF THIS BUILDING
 IS NOT <30'.IT IS DECLARED AS 37'-8"
 ON THE SECTION ADJACENT TO THE DESIGN
 INFORMATION AND AN ELEVATOR SHAFT OF
 INDETERMINATE HEIGHT.
  
  
 S5 UNDER THE HEADING "DESIGN
 PARAMETERS" WHAT RELEVANCE DO THESE
 STATEMENTS HAVE TO THE BUILDING ON
 THESE PAGES?
  
 S6 DECLARES 1997 SBC AND 110 MPH, THE
 WRONG EDITIONS OF ACI ARE CITED. 4.04
 CALLS FOR AND F'M OF 1900 PSI AND 4.08
 CALLS OUT 1500 PSI.
  
 C/S6 PROVIDE SPECIFIC INFORMATION FOR
 THE TRUSSES AND A BETTER ANCHORING
 SYSTEM THAT "4 X MTL CHANNELS @ 24" OC
 ATTACHED TO SLAN AND TRUSSES"
  
 C/S6 WHAT ARE THE "18 GA MTL STUDS TYP"
 TYPICAL OF?WILL THEY BE FASTENED TO
 THE STRUCTURE? COVERED WITH SHEATHING?
  
 C/S6 "4X4X5/8 ANGLE ANCHOR TO CONC" HOW?
  
 SHEET S7WHERE IS THE STRUCTURAL
 INFORMATION FOR THE POURED CONCRETE
 STAIRS AND LANDINGS.THE NOTE SAYS SEE
 SHOP DRAWINGS FOR ALL STRUCTURAL
 DETAILS.WHERE IS THE DESIGN
 PROFESSIONAL HERE?
  
 S7 HAND RAIL DESIGN IS NOT SHOWN.
 QUOTING AND OBSOLETE CODE SECTION IS
 NOT AN ACCEPTABLE SUBSTITUTE FOR
 SPECIFIC DESIGN INFORMATION.
  
 SECTION 1/S8.THE SMALL TRUSSES AT THE
 12' HEIGHT.SHOW SOME DESIGN
 INFORMATION.INCLUDE ATTACHMENTS TO
 THE BUILDING.SPECIFY THE SHEATHING, IF
 ANY.SHOW THE ROOF TILE ATTACHMENT.
 "FLASH AS REQUIRED" IS NOT GOOD DESIGN
 INFORMATION.
  
 SECTION 1/S8 AT THE 32'-8" ELEVATION.
 HOW IS THE 22 GA METAL DECKING ATTACHED
 TO THE ROOF TRUSSES?RE: THE STATEMENT
 THAT CONTAINS "NON-COMBUSTIBLE ROOF
 SHEATHING FASTENED TO MEET SCHEDULED
 UPLIFT WIND LOADS" IS NOT THE PREFERRED
 METHOD OF CONVEYING INFORMATION WHEN
 DELEGATING STRUCTURAL DESIGN.SEE FL
 STATUTE CHAPTERS 471 AND 481.
  
 SECTION 4/S9.PROVIDE PRODUCT
 EVALUATION IFORMATION FOR THE 1"
 FIRESTALL ROOF DECKING.HOW ARE THE
 ROOF TILES ATTACHED?
  
 8/S9."NON BEARING WALL ABOVE SUPPORTED
 BY 10" GATECORE WITH ON SUPPORT WALL
 BELOW"WHAT DOES THAT MEAN AND WHERE IS
 THE DETAIL TAKEN FROM IN THE BUILDING?
  
 CITY AMENDMENTS TO FBC 2111.1.9 REQUIRE
 A 1.5" WATER STOP RECESS FOR EXTERIOR
 WALL MASONRY UNITS.PLEASE REVISE AS
 NECESSARY.
  
 PROVIDE A STATEMENT ON THE PLANS FROM
 THE ARCHITECT THAT HE IS COMPETENT TO
 PROVIDE STRUCTURAL DESIGN FOR THIS
 BUILDING, TOGETHER WITH COMPLETE
 CALCULATIONS DEMONSTRATING COMPLIANCE
 WITH FBC CHAPTER 16.
  
 PROVIDE IN DETAIL, PLANS, SPECIFICATIONS
 AND COMPUTATIONS NECESSARY TO
 DETERMINECOMPLIANCE WITH FBC 104.3.1.1,
 104.2.1.1,FBC 1606.1.7
  
 PROVIDE THE SIGNED AND SEALED DESIGN
 INFORMATION FOR THE FIRE SPRINKLER
 SYSTEM. THE HYDRAULIC CALCULATIONS DO
 NOT APPEAR TO INCLUDE THE WATER
 CURTAIN/EXPOSURE ALLOWANCE.
  
 THE PROPERTY SURVEY MUST BE SIGNED,
 SEALED AND DATED.
  
 SOME OF THE METRO-DADE NOA'S ARE EXPIRED
 AND/OR ILLEGIBLE. PLEASE COLLATE AS
 NECESSARY.
  
 SHOW THE FIRE DESIGN NUMBERS FOR THE
 FIRE RATED ASSEMBLIES SUCH AS EXTERIOR
 WALLS, TENANT SEPARATION, SHAFTS, ETC.
 SEE FBC 701.2.1.
  
 PROVIDE DESIGN INFORMATION AND
 CALCULATIONS FOR THE GARAGE EXHAUST
 SYSTEM.SEE FBC 411.4.
  
 SHOW THE OPENING PROTECTIVES FOR THE
 GARAGE DOOR AND THE "AIR EXCHANGE UNIT"
 ON THE SOUTH SIDE. (ALLEY CENTERLINE IS
 7.5')SEE FBC 705.1.1.2.
  
 BEFORE A PERMIT TO CONSTRUCT MAY BE
 ISSUED IMPACT FEES MUST BE PAID TO THE
 COUNTY, THE PERMIT PLANS STAMPED BY
 THAT OFFICE, AND A COPY OF THE PAID
 RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. CALL 561-233-5025 FOR MORE
 INFORMATION.
Review Stop E ELECTRICAL
Rev No 8 Status F Date 2004-11-23 Cont ID  
Sent By dpalmer Date 2004-11-23 Time 14:31 Rev Time 0.50
Received By dpalmer Date 2004-11-23 Time 14:31 Sent To  
Notes
2004-11-23 00:00:00****** UNSAT ****
  
 1)NOTE: PLEASE SEE PLANS DO NOT MATCH W/
 PLANS WE HAVE ON FILE.
 THESE WOULD BE SUBMITTED AS REVISIONS
 AND THEN REVIEWED FOR CODE COMPLIANCE.
  
 2)NOTE: PLEASE SEE A RE-STAMP FEE OF $25
  
 IS OWED.
 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 7 Status P Date 2004-07-23 Cont ID  
Sent By dpalmer Date 2004-07-23 Time 08:29 Rev Time 0.50
Received By dpalmer Date 2004-07-23 Time 08:28 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 6 Status F Date 2004-07-08 Cont ID  
Sent By dpalmer Date 2004-07-08 Time 14:53 Rev Time 0.50
Received By dpalmer Date 2004-07-08 Time 14:53 Sent To  
Notes
2004-07-08 00:00:00************** UNSAT *****************
  
 1)NOTE: PLEASE CORRELATE SPECS SHEETS,
 PLANS AND LOAD CALCULATIONS.
  
 SOME ARE SHOWN ON PANEL SCHEDULES ETC
 AS 8.5KW AS SHOWN ON SPEC SHEET.
 SOME ARE SHOWN AS 8KW?
 LOAD CALCULATIONS INDICATE 8KW ALSO?
  
 2)NOTE: PLEASE SEE SPEC SHEET SUBMITTED
 INDICATES UNITS AS BEING 220V. PLEASE
 SEE THIS IS A 2089 VOLT SERVICE.
 PLEASE SEE SPEC SHEET MENTIONS THAT 208V
 UNITS ARE AVAILABLE. PLEASE VERIFY
 VOLTAGE ON NAMEPLATE ON UNIT. IF UNITS
 ARE RATED FOR 220V AS SHOWN ON SPEC
 SHEETS AND SERVICE IS 208V, UNITS WILL
 HAVE TO BE CHANGED.
  
 PLEASE VEROFY ALL OF THE ABOVE AND
 CORRELATE PLANS ETC.
  
 PLEASE NOTE: AS OF THIS REVIEW, A SIGNED
 SEALED NOTORIZED LETTTER HAS NOT BEEN
 RECEIVED FROM ARCH FOR LEGAL SIGNATURE
 VERIFICATION TO BE PLACED IN SIGNATURE
 FILE. SIGNATURE ON PLANS HAVE NOW
 CHANGED.
  
 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 F Date 2004-06-23 Cont ID  
Sent By dpalmer Date 2004-06-23 Time 19:18 Rev Time 0.33
Received By dpalmer Date 2004-06-23 Time 19:18 Sent To  
Notes
2004-06-23 00:00:00************* UNSAT ******************
  
 1)NOTE: PLEASE SEE 422.13, MIN OCP FOR
 WATER HEATING UNIT IS TO BE A MIN OF
 125% OF NAMEPLATE KW.
 PLEASE ADJUST OCP/ AWG.
 SHOWS 30A, #10
  
 2)NOTE: PLEASE SEE "INSTA-HOTS" THAT
 WERE WATER HEATERS HAVE NOW BEEN MOVED
 FROM MECH/AREA RMS TO CLOTHES CLOSET.
 THIS IS NOT PERMITTED.
 422.17
  
 PLEASE ALSO SEE PLUMB NOTE PERTAINING
 TO ARCH'S LEGAL SIGNATURE.
 PLEASE PROVIDE LETTER AS REQUESTED FOR
 FILE.
  
 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 4 Status P Date 2004-06-17 Cont ID  
Sent By jleahy Date 2004-06-17 Time 09:05 Rev Time 0.45
Received By jleahy Date 2004-06-17 Time 09:05 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2003-03-13 Cont ID  
Sent By dpalmer Date 2003-03-13 Time 07:55 Rev Time 0.75
Received By dpalmer Date 2003-03-13 Time 07:54 Sent To  
Notes
2003-03-13 00:00:00************ PROVISO/ NOTES*************
  
 1)NOTE: PLEASE CIRCUIT EM/EXT LTS PER
 700-12E.
  
 PLEASE REVISE AND SUBMIT THE ABOVE
 INFORMATION FOR REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-01-29 Cont ID  
Sent By dpalmer Date 2003-01-29 Time 07:21 Rev Time 2.50
Received By dpalmer Date 2003-01-29 Time 06:07 Sent To  
Notes
2003-01-29 00:00:00*************** UNSAT ****************
  
 PLEASE SEE THE FOLLOWING NOTES, THERE
 ARE NOTES FROM FIRST TWO REVIEWS THAT
 WERE NOT ADDRESSED. PLEASE SEE THE
 ATTACHED LETTER WITH RESPECT TO DESIGN
 PROFESSIONALS UNDER FS.553-80(2)(B).
 THIS IS THE 3RD TIME THESE PLANS HAVE
 BEEN IN FOR REVIEW.
  
 1)NOTE: PLEASE SEE PANEL "E", SHOWN AS
 30 CIRCUIT AND 24 CIRCUIT. PLEASE REVISE
  
 2)NOTE: IT IS NOTED THAT THERE IS A NOTE
 MENTIONING ALL EM/EX LTS TO BE WIRED ON
 SAME BRANCH CIRCUIT AHEAD OF SWITCHING.
 HOWEVER PLAN CIRCUITING DOES NOT
 CORRELATE WITH THIS NOTE??
  
 3)NOTE: PLEASE SUBMIT AND SHOW ALL AIC
 RATINGS FOR ALL NEW EQUIPMENT BEING
 INSTALLED. MAINS, BRKRS, PANELS ARE
 ALL TO BE RATED FOR THE AVAIABLE FAULT
 CURRENT. 110-9
  
 4)NOTE; PLEASE SEE SD IN UNIT "B",
 SHOWN IN KITCHEN AND W/IN 3'OF BATHROOM
 DOOR. PLEASE RELOCATE TO A MIN OF 3'
 FROM BATH DOOR AND OUT OF KITCHEN.
 SD MAY BE MOVED JUST INTO LIVING ROOM
 AREA. NFPA-72 8-1.4.1.6
  
 5)NOTE: PLEASE LIST THE REQ`D ARC FAULT
 PROTECTED CIRCUITS ON PANEL SCHEDULE
 PER 210-12. IT WAS NOTED ON PLAN BUT
 NEEDS TO BE ON PANEL SCHEDULES.
  
 6)NOTE: PLEASE ADDRESS COMMENT FOR FHAR
 24 CFR 100.205. REQ`MENTS ARE TO BE
 NOTED ON PLANS. RECEPT AND SWITCH HEIGHT
 (S) ARE 18 AND 48" WHICH CONFORM, BUT
 THERE ARE OTHER REQ`MENTS. PLEASE NOTE
 ON PLANS FHAR.
  
 7)NOTE: PLEASE CLARIFY WHERE LOAD
 CALCULATIONS ARE FOR HOUSE PANELS.??
 215-5
  
 8)NOTE: PLEASE SEE MISSING EQUIPMENT
 GROUNDING CONDUCTOR BETWEEN MAIN DISC
 AND HOUSE PANEL. SIZE PER 250-122
  
 9)NOTE: PLEASE SEE PLANS, PANEL SCHEDULE
 -S AND RISER DIAGRMA DO NOT INDICATE
 HOW PANEL "E" IS FED?? PLEASE REVISE.
 NOT SHOWN COMING FROM PANEL HS?
 PLEASE CLARIFY.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. ONCE AGAIN, IF THERE ARE ANY
 QUESTIONS, OR IF A MEETING IS DESIRED
 TO GO OVER COMMENTS, PLEASE CALL.
  
 DEWEY PLAMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-09-18 Cont ID  
Sent By dpalmer Date 2002-09-18 Time 06:40 Rev Time 2.00
Received By dpalmer Date 2002-09-18 Time 06:40 Sent To  
Notes
2002-09-18 00:00:00******************** UNSAT ***********
  
 1)NOTE: PLEASE SEE FIRE REVIEW COMMENTS
 THAT MAY HAVE AN AFFECT ON ELECTRICAL
 PLANS.
  
 2)NOTE: PLEASE NOTE CIRCUITING NEEDS TO
 BE SHOWN FOR ALL BRANCH CIRCUITS ON
 PLANS.
  
 3)NOTE: PLEASE NOTE EM LTS/EXITS LTS TO
 BE ON SAME AREA BRANCH CIRCUITS. PLEASE
 SEE 700-12 NEC.
  
 4)NOTE: PLEASE CLARIFY EM LT BEING SHOWN
 TIED INTO TELEPHONE LINE.? (SECOND FLOOR
  
 5)NOTE: PLEASE PROVIDE ROOM DESIGNATIONS
 ON PLANS.
  
 6)NOTE: PLEASE CLARIFY/LABEL PANEL SHOWN
 ON E-2 LAUNDRY AREA?
  
 7)NOTE: IT WAS NOTED THAT A 3/4" CONDUIT
 STUB UP FOR TELE. PLEASE NOTE AND NOTE
 ON PLANS THAT ALL LOW IS REQ`D TO BE
 PERMITTED, INSTALLED AND INSPECTED
 BEFORE CEILING IS INSTALLED.
 PLEASE NOTE, IF NOT INSTALLED BEFORE
 ROUGH, CONDUIT SHALL BE COMPLETE TO
 TELEPHONE ROOMS.
  
 8)NOTE: PLEASE NOTE CIRCUITS ARE BEING
 LABELED AS 1-POLE ON PLANS, AS 2-POLE
 ON PANEL SCHEDULES AND YET ONLY TAKING
 ONE SPACE ON PANEL?? PLEASE CORRELATE.
  
 9)NOTE: PLEASE NOTE REQ`MENTS FOR FAIR
 HOUSING. PLEASE SEE FHAR 24 CFR 100.205
 DEVICE HEIGHTS/FHA MUST BE NOTED ON PLAN
  
 10)NOTE: PLEASE NOTE OUTLET SPACING FOR
 KITCHEN COUNTERSPACE. PER 210-52-C-1.
 MISSING A FEW.
  
 11)NOTE: PLEASE NOTE A UNIT "H" BEING
 SHOWN ON PLANS AND NO LAYOUT SUBMITTED.
 PLEASE ALSO NOTE A LAYOUT FOR A UNIT "G"
 ? PLEASE SUBMIT/ CORRELATE.
  
 12)NOTE: PLEASE SUBMIT ALL PANEL SCHEDU-
 -LES.
 PLEASE ALSO NOTE PANELS ARE BEING SHOWN
 AS 24 CIR AND 30 CIR? PLEASE SEE
 PREVIOUS COMMENT ABOUT CIRCUITING NOT
 CORRELATING.
  
 13)NOTE: PLEASE NOTE SD`S ARE INSIDE AND
 OUTSIDE ALL SLEEPING ROOMS. PLEASE NOTE
 ROOMS W/ CLOSETS AND/OR BATHS ARE CON-
 -SIDERED SLEEPING ROOMS. NFPA-72 2-2.1.1
 .1.
  
 14)NOTE: ALL LOAD CALCULATIONS ARE REQ`D
 TO BE SHOWN. PLEASE NOTE ALL CONTINUOUS
 LOADS AT 125%. PLEASE SEE 220-3,220-10,
 220-11,220-13, 230-42, 215-3,, ETC.
  
 15)NOTE: PLEASE SHOW LOCATIONS OF A/C
 COND UNITS ON ELECTRICAL PLANS. ROOF TOP
 ?? PLEASE NOTE DISC`S PER 440-11 AND
 GFI PER 210-63.
  
 16)NOTE: PLEASE LIST THE REQ`D ARC FAULT
 CIRCUITS FOR BEDROOM RECEPTS PER 210-12.
  
 17)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW MAINS/PANELS/ BRKRS PER 110-9,
 215-5.
  
 18)NOTE: PLEASE NOTE, E-5 NOTES ALL
 WIRING TO BE MIN #12 AND PANEL SCHEDULE
 SHOWS #14 ON SOME? PLEASE CORRELATE OR
 NOTE ,, .
  
 19)NOTE: PLEASE SHOW LOCATION OF SERVICE
 PLEASE NOTE GROUPING OF MAINS PER 230-72
 IT IS NOTED TWO SEPARATE SERVICES ARE
 SHOWN ON RISER DIAGRAM. PLEASE NOTE
 THAT A SECOND SERVICE IS NOT PERMITTED
 PER 230-2.
  
 PLEASE NOTE THAT THERE MAY BE OTHER
 COMMENTS DUE TO CHANGES IN PLANS.
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2005-04-14 Cont ID  
Sent By mamini Date 2005-04-14 Time 10:54 Rev Time 0.05
Received By mamini Date 2005-04-14 Time 10:54 Sent To  
Notes
2005-04-14 00:00:00PASSED:
  
 1. UNDERGROUND UTILITIES AND SITE WORK
 PERMIT # 02120569
 2. PER REVIEW AND APPROVAL BY DEAN
 LAUDERMILK AND PLANNING AND ZONING DEPT.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status N Date 2002-12-10 Cont ID  
Sent By mamini Date 2002-12-10 Time 10:21 Rev Time 1.00
Received By mamini Date 2002-12-10 Time 10:21 Sent To  
Notes
2002-12-10 00:00:00N/A:
 1. SEE PERMIT # 02120569 FOR CIVIL/ SITE
 WORK PERMIT.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2002-09-16 Cont ID  
Sent By mamini Date 2002-09-16 Time 13:33 Rev Time 5.00
Received By mamini Date 2002-09-16 Time 13:33 Sent To  
Notes
2002-09-16 00:00:00FAILED :
 1. THE EXISTING TRAFFIC SIGN AS SHOWN AT
 NW CORNER MUST BE RELOCATED PER CITY
 ENGINEER' OFFICE DIRECTION, 659-8040
 2. THE H.C PARKING CURB CUT AS SHOWN AT
 SOUTH END OF THE BUILDING IS NOT NEEDED
 IF THE CURB CUT AT THE 14' ALLEY CAN BE
 USED, VERIFY.
 3. THE TREE GREAT AS SHOWN AT SOUTH
 END OF THE BUILDING SEEMS TO BE IN
 CONFLICT WITH EXISTING CATCH BASIN AND
 PROPOSED 12" PVC ROOF DRAIN. PLEASE
 VERIFY.
 4. IS THE EXISTING POWER POLE(NORTH END)
 IN CONFLICT WITH THE BUILDING FOUNDATION
 ?IF SO COORDINATION WITH UTILITY COMPANY
 FOR RELOCATION WOULD BE REQUIRED.
 5. LOCATING THE DDCV AND RPZ IN THE SIDE
 WALK IS NOT ACCEPTABLE UNLESS APPROVED
 BY THE PUBLIC UTILITIES ENGINEEERING
 SERVICES. NOTE: FIRE SPRINKLER PLANS
 SHOWS DDCV AND CONNECTIONS IN DEFFERENT
 LOCATION, PLEASE COORDINATE.
 6. A CURB CUT FOR THE PROPOSED ROLED OUT
 DUMPSTERS WILL BE REQUIRED.
 7. SHEET 3 OF 4 SHOWS DETAILS FOR 90 DEG
 PARKING STALL STRIPPING, SHEET 2 OF 4
 SHOWS 60 DEG. PARKING STALLS.
 8. SHEET 3 OF 4 SHOWS DETAILS FOR
 EXFILTRATION TRENCH AND CONTROL
 STRUCTURE, ETC., PLEASE SHOW LOCATIONS,
 LENGTHS,ETC.,IF USED.
 9. PLEASE SHOW DETAILS FOR INSTALLATION
 OF METER BOXES IN SIDEWALK.SEE ATTACHED
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 6 Status P Date 2005-04-18 Cont ID  
Sent By mwennerg Date 2005-04-18 Time 15:31 Rev Time 0.00
Received By mwennerg Date 2005-04-18 Time 15:31 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2005-02-28 Cont ID  
Sent By nmccray Date 2005-02-28 Time 15:34 Rev Time 0.00
Received By nmccray Date 2005-02-28 Time 15:34 Sent To  
Notes
2005-02-28 00:00:00REVISION DATED 01-25-05
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2004-07-14 Cont ID  
Sent By nmccray Date 2004-07-14 Time 14:12 Rev Time 0.00
Received By nmccray Date 2004-07-14 Time 14:12 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2003-03-13 Cont ID  
Sent By shill Date 2004-07-13 Time 14:53 Rev Time 0.00
Received By mcarsill Date 2003-03-13 Time 15:47 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2003-01-24 Cont ID  
Sent By mcarsill Date 2003-01-24 Time 10:29 Rev Time 0.00
Received By mcarsill Date 2003-01-24 Time 10:29 Sent To  
Notes
2003-01-24 00:00:001) BUILDING ADDRESS REQUIRED ON PROPER
 ELEVATION.
  
 2) IF SECURITY DEVICES ARE PLANNED FOR
 THE GARAGE, HOW IS EXITING GOING TO
 BE PERFORMED FROM THE GARAGE.
  
 3) A TWO-HOUR FIRE SEPARATION IS
 REQUIRED BETWEEN THE PARKING GARAGE
 AND OTHER PORTIONS OF THE BUILDING.
  
 4) PLEASE SEE MECHANICAL REVIEWER
 COMMENTS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2002-09-12 Cont ID  
Sent By mcarsill Date 2002-09-12 Time 14:33 Rev Time 0.00
Received By mcarsill Date 2002-09-12 Time 14:33 Sent To  
Notes
2002-09-12 00:00:001) SEPARATE PLANS AND PERMITS REQUIRED
 FOR FIRE ALARM SYSTEM INSTALLATION.
 THE FIRE ALARM SYSTEM SHALL BE CLASS A
 OR FULLY ADDRESSABLE.
  
 2) SEPARATE PLANS AND PERMITS REQUIRED
 FOR FIRE SPRINKLER SYSTEM INSTALLATION.
 THE HYDRAULIC CALCULATIONS LISTS
 PALM BEACH COUNTY FIRE RESCUE AS THE
 AHJ. IT SHOULD READ WEST PALM BEACH
 FIRE RESCUE. HOW DOES THE BACKFLOW
 DEVICE AND FIRE DEPARTMENT CONNECTION
 DO NOT INTERFERE WITH EXITING FROM
 THE STAIRTOWER.
  
 3) IF FUTURE SECURITY DEVICES ARE
 INSTALLED FOR THE GARAGE HOW IS EXITING
 GOING TO BE ACCOMPLISHED.
  
 4) ELECTRONIC SWITCHES WILL BE REQUIRED
 ON BACKFLOW DEVICE. SEE CIVIL DRAWING
 DETAILS.
  
 5) DOORS # 9 SHALL BE AT LEAST 1 1/2
 RATED SINCE A TWO HOUR FIRE SEPARATION
 IS REQUIRED BETWEEN THE GARAGE AND
 OTHER PORTIONS OF THE BUILDING.
  
 6) AN EMERGENCY LIGHT FIXTURE IS
 LOCATED OUTSIDE OF THE STAIRTOWER ON
 PAGE E-1.
  
 7) EXITS ARE TAKING PERSONS INTO A
 MORE HAZARDOUS AREA THE GARAGE FROM
 THE INTERIOR TENANT SPACES.
  
 8) PLEASE INDICATE EXHAUST AIR CFM'S
 FOR PARKING GARAGE MECHANICAL
 VENTILATION.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 27 Status N Date 2005-06-08 Cont ID  
Sent By mjacobs Date 2005-06-08 Time 14:57 Rev Time 0.00
Received By mjacobs Date 2005-06-08 Time 14:57 Sent To B
Notes
2005-06-08 00:00:00TO 'SH' DESK.
Review Stop I INCOMING/PROCESSING
Rev No 26 Status N Date 2005-05-24 Cont ID  
Sent By adarroug Date 2005-05-24 Time 17:54 Rev Time 0.00
Received By adarroug Date 2005-05-24 Time 17:54 Sent To B
Notes
2005-05-24 00:00:00TO "SHILL" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 25 Status N Date 2005-04-14 Cont ID  
Sent By adarroug Date 2005-04-14 Time 09:54 Rev Time 0.00
Received By adarroug Date 2005-04-14 Time 09:53 Sent To  
Notes
2005-04-21 00:00:004/21/05 TO "SHILL" DESK
2005-04-14 00:00:00TO "COMM" BD#61
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Rev No 24 Status N Date 2005-03-25 Cont ID  
Sent By adarroug Date 2005-03-25 Time 09:04 Rev Time 0.00
Received By adarroug Date 2005-03-25 Time 09:04 Sent To M
Notes
2005-03-25 00:00:00TO "PKRAUSS" BOX/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 23 Status N Date 2005-01-31 Cont ID  
Sent By mjacobs Date 2005-01-31 Time 11:34 Rev Time 0.00
Received By mjacobs Date 2005-01-31 Time 11:34 Sent To  
Notes
2005-01-31 00:00:00TO "COMM BD#30/REV.
Review Stop I INCOMING/PROCESSING
Rev No 22 Status   Date 2004-11-24 Cont ID  
Sent By mjacobs Date 2004-11-23 Time 11:31 Rev Time 0.00
Received By mjacobs Date 2004-11-19 Time 11:52 Sent To  
Notes
2004-11-19 00:00:00SENT TO SH DESK/RESTAMP
Review Stop I INCOMING/PROCESSING
Rev No 21 Status N Date 2004-07-26 Cont ID  
Sent By csiegber Date 2004-07-26 Time 15:03 Rev Time 0.00
Received By csiegber Date 2004-07-26 Time 15:03 Sent To B
Notes
2004-07-26 00:00:00TO SH DESK/SUBMITTAL
 DESIGN CLARIFICATIONS
Review Stop I INCOMING/PROCESSING
Rev No 20 Status N Date 2004-07-22 Cont ID  
Sent By csiegber Date 2004-07-22 Time 16:36 Rev Time 0.00
Received By csiegber Date 2004-07-22 Time 16:36 Sent To  
Notes
2004-07-22 00:00:00TO COMM BD#31
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Rev No 19 Status N Date 2004-07-15 Cont ID  
Sent By csiegber Date 2004-07-15 Time 16:03 Rev Time 0.00
Received By csiegber Date 2004-07-15 Time 16:03 Sent To B
Notes
2004-07-15 00:00:00TO SH DESK/REV
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Rev No 18 Status N Date 2004-07-15 Cont ID  
Sent By csiegber Date 2004-07-15 Time 15:24 Rev Time 0.00
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Notes
2004-07-15 00:00:00TO SH DESK/REV/
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Rev No 17 Status N Date 2004-07-15 Cont ID  
Sent By csiegber Date 2004-07-15 Time 14:59 Rev Time 0.00
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Notes
2004-07-15 00:00:00TO SH DESK/SUBMITTAL/DESIGN
 CLARIFICATION
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Rev No 16 Status N Date 2004-07-07 Cont ID  
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2004-07-07 00:00:00TO COMM BD#5
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Rev No 15 Status N Date 2004-06-23 Cont ID  
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2004-06-23 00:00:00TO SH DESK/RESUB
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Rev No 14 Status N Date 2004-06-15 Cont ID  
Sent By mjacobs Date 2004-06-15 Time 15:22 Rev Time 0.00
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2004-06-15 00:00:00TO COMM BD #33
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2004-05-18 00:00:00TO SH DESK/REV
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Rev No 12 Status N Date 2004-05-13 Cont ID  
Sent By csiegber Date 2004-05-13 Time 09:32 Rev Time 0.00
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Rev No 11 Status N Date 2004-04-16 Cont ID  
Sent By csiegber Date 2004-04-16 Time 14:52 Rev Time 0.00
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2004-04-16 00:00:00TO HP DESK/SUBMITTAL
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Rev No 10 Status N Date 2004-04-06 Cont ID  
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Rev No 8 Status N Date 2003-10-08 Cont ID  
Sent By csiegber Date 2003-10-08 Time 11:24 Rev Time 0.00
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2003-10-08 00:00:00TO HP DESK/REV
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Rev No 7 Status N Date 2003-06-24 Cont ID  
Sent By shernand Date 2003-06-24 Time 16:30 Rev Time 0.00
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2003-06-24 00:00:00HP DESK
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Rev No 6 Status N Date 2003-06-12 Cont ID  
Sent By shernand Date 2003-06-12 Time 15:17 Rev Time 0.00
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Notes
2003-06-12 00:00:00HP DESK
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Rev No 5 Status N Date 2003-06-10 Cont ID  
Sent By shernand Date 2003-06-10 Time 16:28 Rev Time 0.00
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Notes
2003-06-10 00:00:00HP DESK, REVISION.
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Rev No 4 Status N Date 2003-04-03 Cont ID  
Sent By shernand Date 2003-04-03 Time 15:53 Rev Time 0.00
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Notes
2003-04-03 00:00:00HP DESK
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Rev No 3 Status N Date 2003-02-24 Cont ID  
Sent By dpalmer Date 2003-02-24 Time 11:59 Rev Time 0.00
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Notes
2003-03-05 00:00:00TO #60 ON COMM BOARD
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Rev No 2 Status N Date 2003-02-18 Cont ID  
Sent By dpalmer Date 2003-02-18 Time 11:54 Rev Time 0.00
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Notes
***NONE***
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Rev No 1 Status N Date 2003-01-16 Cont ID  
Sent By btrobaug Date 2003-01-16 Time 17:31 Rev Time 0.00
Received By btrobaug Date 2003-01-16 Time 17:31 Sent To  
Notes
2003-01-16 00:00:00COM BOARD #45./WRT
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2005-03-31 Cont ID  
Sent By pkrauss Date 2005-03-31 Time 16:25 Rev Time 0.50
Received By pkrauss Date 2005-03-31 Time 16:25 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 5 Status N Date 2005-03-02 Cont ID  
Sent By pkrauss Date 2005-03-02 Time 13:25 Rev Time 0.55
Received By pkrauss Date 2005-02-09 Time 10:40 Sent To  
Notes
2005-02-09 00:00:00NO MECHANICAL PLANS SUBMITTED FOR
 REVIEW.PLAN SHEET A-1 INDICATES AIR
 EXCHANGE UNIT.PLAN REFERENCES
 MECHANICAL DRAWING WHICH HAS NOT BEEN
 REVISED.PLEASE PROVIDE MECHANICAL
 REVISION CLARIFY "AIR EXCHANGE UNIT".
 IS THIS AN EXHAUST OR INTAKE OR BOTH?
 PLEASE NOTE, FRESH AIR INTAKES THAT
 FRONT A STREET OR PUBLIC WAY SHALL BE A
 MINIMUM OF 10FT REQUIRED TO THE
 CENTERLINE OF THE PUBLIC WAY.
  
 EXHAUST SHALL NOT DISCHARGE ONTO WALKWAY
 OR IN A MANNER THAT WILL CAUSE A
 NUISANCE PER 2001 FBC(M)401.6
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2003-03-18 Cont ID  
Sent By pkrauss Date 2003-03-18 Time 09:44 Rev Time 0.45
Received By pkrauss Date 2003-03-18 Time 09:44 Sent To  
Notes
2003-03-18 00:00:00SUBMITTAL LETTER TO FOLLOW
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2003-03-10 Cont ID  
Sent By pkrauss Date 2003-03-10 Time 11:35 Rev Time 1.00
Received By pkrauss Date 2003-03-10 Time 11:35 Sent To  
Notes
2003-03-10 00:00:00 
  
 RESPONSE TO COMMENTS #4 RATED CHASE
 DETAIL ON PLAN SHEET A-5.DETAIL ONLY
 INDICATES 1 SIDE OF THE WALL.PLEASE
 PROVIDE DETAIL OF A PLAN VIEW AS TO THE
 ASSEMBLY AT THE CORNER OF THE SHAFT.
  
 1.PLAN SHEET M-1, 16" X 12" FRESH AIR
 DUCT DOWN FROM ROOF TOP FOR FUTURE FRESH
 AIR CONNECTION SHALL BE IN A SHAFT
 INDEPENDANT FROM THE REFRIGERANT
 ENCLOSURE AS PER NFPA 90A 3-3.4.3.
  
 2.PLAN SHEET M-2, UNIT A, FRESH AIR
 COMMENT INDICATES FRESH AIR DUCT IN 1
 HR FIRE RATED CHASE WITH FIRE DAMPER AT
 THE CHASE PENETRATION SEE DETAIL.
 DETAIL DOES NOT SHOW A FIRE DAMPER.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2003-01-22 Cont ID  
Sent By pkrauss Date 2003-01-22 Time 15:29 Rev Time 2.15
Received By pkrauss Date 2003-01-22 Time 13:32 Sent To  
Notes
2003-01-22 00:00:00DENIED:
  
 1.PLAN SHEET M-1 DETAIL-CONDENSATE
 DRAIN TO SINK AND VENTS, CONDENSATE
 SHALL TERMINATE INTO STORM DRAIN OR
 INDEPENDENT DRYWELL. (SEE COMMENT #6,
 PLUMBING).
  
 2.EXHAUST FOR THE GARAGE & DUMPSTER /
 RECYCLING AREA SHALL NOT DISCHARGE ONTO
 WALKWAY, 2001 FBC(M) 401.5.2.
  
 3.CLARIFY GARAGE EXHAUST - NOTE ON
 PLAN SHEET M-5 EXHAUST FAN SCHEDULE
 CONTINUOUS OPERATION, WILL THIS BE TIED
 TO EMERGENCY POWER?
  
 4.PLEASE CLARIFY PLAN SHEET M-2 FRESH
 AIR DOWN FROM ROOFTOP INTAKE IN FIRE
 RATED CHASE AND DETAIL OF THE AHU
 ON PLAN SHEET M-5 INDICATES A FIRE
 DAMPER AT THE FLOOR PENETRATION.2001
 FBC(M) 607.4, FIRE DAMPERS CAN ONLY BE
 UTILIZED WHEN PENETRATING ONE FLOOR
 ONLY, DUCTS PENETRATING MORE THAN 1
 FLOOR SHALL BE IN A RATED SHAFT.PLEASE
 PROVIDE DETAIL OF SHAFT & UL #.
  
 4.DRYER EXHAUST SHALL BE NON-SCREENED
 WITH A BACKDRAFT DAMPER.2001 FBC(M)
 504.4.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2002-10-07 Cont ID  
Sent By pkrauss Date 2002-10-07 Time 12:18 Rev Time 0.20
Received By pkrauss Date 2002-10-07 Time 12:00 Sent To  
Notes
2002-10-07 00:00:00DENIED:
  
 NO MECHANICAL PLANS, ENERGY OR MANUAL J
 CALCULATIONS SUBMITTED FOR REVIEW.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 7 Status N Date 2005-03-02 Cont ID  
Sent By kstevens Date 2005-03-02 Time 11:08 Rev Time 0.75
Received By kstevens Date 2005-03-02 Time 11:08 Sent To  
Notes
2005-03-02 00:00:00NO PLUMBING REVISION NOTED THIS REVISION
Review Stop P PLUMBING
Rev No 6 Status P Date 2004-08-07 Cont ID  
Sent By kstevens Date 2004-08-07 Time 11:47 Rev Time 0.75
Received By kstevens Date 2004-08-07 Time 11:47 Sent To  
Notes
2004-08-07 00:00:00REVISION OK - NEW SANT. & WATER RISER
 DIAGRAMS, NEW LAYOUT FOR INSTA-HOT WATER
 HEATERS
Review Stop P PLUMBING
Rev No 5 Status F Date 2004-07-16 Cont ID  
Sent By kstevens Date 2004-07-16 Time 08:40 Rev Time 2.00
Received By kstevens Date 2004-07-15 Time 15:26 Sent To  
Notes
2004-07-16 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
  
 A) FROM PREVIOUS REVIEW: NUMBER FROM THE
 PAST REVIEW WILL BE USED TO AVOID CONFU-
 SION.
 5) SHT P-4 SANT. RISER DIAGRAM, SHOW THE
 STANDPIPES AND CLEANOUTS REQUIRED BY
 SECTIONS 1002.1, 802.4 AND 708.10. THE
 CLEANOUTS SHALL BE 4' ABOVE THE FLOOR
 FOR ACCESS.
 6) SHT P-5 WATER RISER DIAGRAM SHALL RE-
 FLECT THE FLOOR PLAN, AND HOW THE WATER
 PIPING HAS BEEN INSTALLED. EXAMPLE FIRST
 UNIT ON SECOND FLOOR SHOWS LAV, WC, LINE
 TO KITCHEN SINK, TUB, THEN INSTA-HOT ON
 THE FLOOR PLAN BUT SHOWS INSTA-HOT, LAV,
 W/C, TUB, THEN KITCHEN SINK. PLEASE
 CORRELATE RISER DIAGRAM & FLOOR PLAN AND
 SHOW RISER AS A REFLECTION OF ACTUAL IN-
 STALLATION. SECTION 104.2.1.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 4 Status F Date 2004-06-23 Cont ID  
Sent By kstevens Date 2004-06-23 Time 18:50 Rev Time 1.25
Received By kstevens Date 2004-06-23 Time 18:50 Sent To  
Notes
2004-06-23 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 NEC-99
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1) SHTS P-2 & P-3 INSTA HOTS NOT APPROV-
 ED IN CLOSETS. NEC 99 SECTION 422-17.
 2) SUBMIT MANUF. SPECIFICATION SHEETS
 FOR INSTA-HOTS. SECTION 303.4.
 3) SHTS P-2, P-3, & P-4 FLOOR DRAINS IN
 THE LAUNDRY SHALL BE 3" MINIMUM. SECTION
 412.4. CHANGE RISER DIAGRAM TO REFLECT
 THIS ALSO.
 4) SHT P-4 DEEP-SEAL TRAP OR TRAP PRIMER
 REQUIRED PER SECTION 1002.4. INDICATE
 ONE OR THE OTHER ON NOTE #16 PLUMBING
 SPECIFICATIONS.
 5) SHT P-4 SANT. RISER DIAGRAM, SHOW THE
 STANDPIPES AND CLEAROUTS REQUIRED BY
 SECTIONS 1002.1, 802.4 AND 708.10. THE
 CLEANOUTS SHALL BE 4' ABOVE THE FLOOR
 FOR ACCESS.
 6) SHT P-5 INSTA-HOTS ARE NOT SHOWN AS
 LOCATED IN THE SAME LOCATION AS THE
 WATER HEATERS WERE LOCATED. REVISE THE
 WATER RISER DIAGRAM TO REFLECT THE FLOOR
 PLAN FOR THE NEW LOCATION OF THE INSTA-
 HOTS. SHOW THE LOCATION OF THE REQUIRED
 WATER HAMMER ARRESTORS ON THE NEW RISER
 DIAGRAM. SECTION 104.2.1
 7) THE SIGNATURE OF THE ARCHITECT IS RE-
 QUIRED PER FAC 61G1-16.003 & FS 481.2055
 INITIALS ARE NOT ACCEPTABLE. - PROVIDE
 A SIGNED, SEALED, DATED, AND NOTORIZED
 LETTER INDICATING THAT THIS IS YOUR LEG-
 AL SIGNATURE FOR OUR ARCHITECT/ENGINEER
 SIGNATURE FILE. - THIS HAS BEEN REQUEST-
 ED PREVIOUSLY PER DEWEY PALMER, ELECTRI-
 CAL PLAN REVIEWER.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 3 Status P Date 2003-03-15 Cont ID  
Sent By kstevens Date 2003-03-15 Time 05:59 Rev Time 1.50
Received By kstevens Date 2003-03-14 Time 18:55 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2003-01-21 Cont ID  
Sent By kstevens Date 2003-01-21 Time 15:08 Rev Time 1.50
Received By kstevens Date 2003-01-21 Time 15:07 Sent To  
Notes
2003-01-21 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
  
 1) FROM PREVIOUS REVIEW: SHOW BACKING
 PER REQUIREMENT #6.
 2) FROM PREVIOUS REVIEW: SHT P-1 PLUMB-
 ING NOTES #7, AIR CHAMBERS ARE NOT APP-
 ROVED. PLEASE DELETE REFERENCE.
 3) FROM PREVIOUS REVIEW: SHT P-5 (NEW
 SHEET) SHOW REQUIRED WATER HAMMER ARRES-
 TORS PER SECTION 604.9. LOCATION TO BE
 NEAR THE FIXTURES IN AN "EFFECTIVE
 RANGE" NOT AT THE TOP OF THE DROPS IN
 THE CEILING. PER PDI-WH 201 AND MANUF.
 INSTALLATION INSTRUCTIONS.
 4) FROM PREVIOUS REVIEW: SHT P-6 1/2
 AREA OF VERTICAL WALLS NOT SHOWN IN
 CALCULATIONS AS REQUESTED. ALSO SHOW
 AREA BEING DRAINED AT EACH ROOF DRAIN.
 STORM WATER SHALL NOT DRAIN INTO THE
 SANITARY SYSTEM, BUT SHALL DRAIN INTO
 A CATCH BASIN OR STORM DRAIN ON SITE.
 PLEASE SHOW ALL HORIZONTAL STORM PIPING
 IN THE BLDG. AND SHOW ACCUMULATED SQUARE
 FOOTAGE AT EACH STORM RISER.
 5) SHT P-6 STORM RISER WITH 3 DRAINS
 SHOWS PIPING STARTING AT 4" AND THEN
 REDUCING TO 3" AS IT PICKS UP THE 2ND
 ROOF DRAIN. PLEASE CLAIRFY.
 6) FROM PREVIOUS REVIEW: PLEASE SUBMIT
 A CONDENSATE RISER DIAGRAM. CONDENSATE
 SHALL BE PIPED SAPARATELY OUT OF BDLG.
 AND TIE INTO STORM, CATCH BASIN, OR DRY-
 WELL. A RELIEF VENT IS REQUIRED AS COND.
 EXITS BLDG.
 7) FROM PREVIOUS REVIEW: PLEASE SUBMIT
 RISERS FOR RELIEF VALVE DISCHARGE AND
 FOREMERGENCY PAN DRAIN LINES. SECTIONS
 504.7.1 & 504.8.1. - T/P LINES SHALL NOT
 BE TRAPPED. INDICATE MATERIAL USED FOR
 RISERS.
 8) FROM PREVIOUS REVIEW: PROVIDE A WATER
 HEATER DETAIL SHOWING COMPLIANCE WITH
 SECTION 607.3 THERMAL EXPANSION CONTROL.
 ALSO SEE SECIION 607.3.2.
 9) FROM PREVIOUS REVIEW: SHT P-4 PLEASE
 SHOW DRAINAGE FIXTURE UNITS AS THEY
 ACCUMULATE IN THE SYSTEM IN THE HORIZON-
 TAL DRAIN.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT. 8377
Review Stop P PLUMBING
Rev No 1 Status F Date 2002-10-05 Cont ID  
Sent By kstevens Date 2002-10-05 Time 05:47 Rev Time 0.00
Received By kstevens Date 2002-10-05 Time 05:47 Sent To  
Notes
2002-10-05 00:00:00DENIED
 REFERENCE: FBC-2001 CHAPTER 11
 FBC-2001 PLUMBING
  
 1) SHT A-1 A DRINKING FOUNTAIN IS REQUI-
 RED PER TABLE 403.1
 2) SHTS A-2, A-3, & A-4, SHOW COMPLIANCE
 0F FAIR HOUSING GUIDELINE REQUIREMENTS
 1 THRU 7. INDICATE SPECIFICATION "A" OR
 "B" BATHROOMS FOR ALL UNITS. SHOW BACK-
 ING PER REQUIREMENT 6. SHOW CLEAR FLOOR
 SPACE FOR ALL KITCHEN AND BATHROOM FIX-
 TURES. INDICATE IF THERE WILL BE KNEE
 SPACE AT LAV'S OR NOT. IF NOT, (PARALLEL
 APPROACH), THE LAV WILL BE CENTERED IN
 THE 48" CLEAR FLOOR SPACE.
 3) SHT A-5 A DRINKING FOUNTAIN SHALL BE
 REQUIRED IN OFFICE. TABLE 403.1
 4) SHT A-8 PLEASE PROVIDE CALCULATIONS
 FOR PRIMARY AND SECONDARY ROOF DRAINS
 PER SEC'S 1106 AND 1107. SHOW AREA FOR
 ALL VERTICAL WALLS ADDED TO CALCULATIONS
 5) SHT P-1 PLUMBING NOTES #7, AIR CHAM-
 BERS ARE NOT APPROVED. PLEASE DELETE RE-
 FERENCE.
 6) SHT P-4 PLUMBING SPECIFICATIONS #15
 AIR CHAMBERS ARE NOT APPROVED, PLEASE
 DELETE REFERENCE.
 7) PLEASE PROVIDE A WATER RISER DIAGRAM.
 SHOW ALL FIXTURES, AND PIPE SIZES. SHOW
 REQUIRED WATER HAMMER ARRESTORS PER SEC.
 604.9. LOCATION TO BE NEAR THE FIXTURE
 IN AN "EFFECTIVE RANGE" NOT AT TOP OF
 RISER OR ON MAIN LINES ABOVE CEILING PER
 PDI-WH 201 AND MANUFACTURE INSTALLATION
 INSTRUCTIONS.
 8) PLEASE SUBMIT A STORM RISER DIAGRAM.
 SHOW ALL PIPE SIZES AND SHOW SQUARE FEET
 AS IT ACCUMULATES IN SYSTEM. INDICATE
 WHERE STORM LINES WILL BE TIED IN OUT-
 SIDE OF BLDG.
 9) PLEASE SUBMIT A CONDENSATE RISER DIA-
 GRAM. CONDENSATE SHALL BE PIPED SEPARAT-
 ELY OUT OF BLDG. AND TIE INTO STORM,
 CATCH BASIN, OR DRYWELL. A RELIEF VENT
 IS REQUIRED AS CONDENSATE EXITS BLDG.
 10) PLEASE SUBMIT RISERS FOR RELIEF
 VALVE DISCHARGE, AND EMERGENCY PAN DRAIN
 LINES. SECS. 504.7.1 & 504.8.1 - T/P
 LINE SHALL NOT BE TRAPPED. INDICATE MAT-
 ERIAL USED FOR RISERS.
 11) PROVIDE A WATER HEATER DETAIL SHOW-
 ING COMPLIANCE WITH 607.3 THERMAL EXPAN-
 SION CONTROL. ALSO SEE 607.3.2
 12) SHT PLEASE SHOW DRAINAGE FIXTURE
 UNITS AS THEY ACCUMULATE IN SYSTEM.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 5 Status F Date 2004-07-13 Cont ID  
Sent By agiannio Date 2004-07-13 Time 09:41 Rev Time 0.00
Received By agiannio Date 2004-07-13 Time 09:41 Sent To  
Notes
2004-07-13 00:00:001.CANNOT FULLY REVIEW SINCE CHANGES ARE
 NOT INDICATED ON DRAWINGS.
 2. AIR EXCHANGE IN DUMPSTER AREA CANNOT
 FACE SIDE PROPERTY LINE.
Review Stop Z ZONING
Rev No 4 Status P Date 2003-04-16 Cont ID  
Sent By lmartine Date 2003-04-16 Time 09:35 Rev Time 0.00
Received By lmartine Date   Time   Sent To  
Notes
2003-04-16 00:00:00APPROVED BY SGRAHAM FOR AG
Review Stop Z ZONING
Rev No 3 Status F Date 2003-04-01 Cont ID  
Sent By lmartine Date 2003-04-01 Time 10:10 Rev Time 1.00
Received By lmartine Date   Time   Sent To  
Notes
2003-04-01 00:00:00OBTAIN DAC APPROVAL 3/31/03, PARKING
 APPROVED,
  
 OK ANTHEA
 VENTING TOWARDS NEIGHBORING PROPERTY IS
 PROHIBITED, EAST ELEVATION SEE ARTICLE
 IV SECT. 94-107(B) (2)
  
 ANTHEA
Review Stop Z ZONING
Rev No 2 Status F Date 2003-02-24 Cont ID  
Sent By sgraham Date 2003-02-24 Time 09:45 Rev Time 0.00
Received By sgraham Date   Time   Sent To  
Notes
2003-02-24 00:00:002ND CHECKLIST, NEED 25-SPACES
Review Stop Z ZONING
Rev No 1 Status F Date 2002-09-12 Cont ID  
Sent By dpalmer Date 2003-02-18 Time 11:54 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2002-09-12 00:00:001. NOT ENOUGH PARKING
 19 UNITS-19 SPACES
 3000 SQ FT-6 SPACES
 TOTAL OF 25 SPACES NEEDED.
 (PAY IN PARKING FUND OR SEEK VARIANCE)
 2. MOVE HC PARKING NORTH & UNCORPORATE
 RAMP INTO S/W.
 3. NEED EVIDENCE OF (SECTION)33-46 (A)
 (4).STORIES AT S/W LEVEL SHALL BE NO
 LESS THAN 12 FEET IN HT FROM FINISHED
 FLOOR TO FINISHED CEILING AND SUCH
 STORIES SHALL NOT EXCEED TWENTY(20) FT
 IN HEIGHT FROM FINISHED FLOOR TO
 FINISHED FLOOR.


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