Plan Review Details - Permit 03110607
Plan Review Stops For Permit 03110607
Review Stop B BUILDING (STRUCTURAL)
Rev No 15 Status P Date 2005-10-11 Cont ID  
Sent By rbrown Date 2005-10-11 Time 07:54 Rev Time 0.00
Received By rbrown Date 2005-10-11 Time 07:54 Sent To  
Notes
2005-10-11 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 ARCHITECTURAL SUBMITTAL ON 10/7/05 FOR
 LETTER DATED 9/29/05 REFERING TO
 INSULATION ON SUSPENDED CEILING.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 --PROVISO--
 FBC 13-404.1.ABCD.2 PLENUMS.SUPPLY AND
 RETURN AIR PLENUMS MUST HAVE AN
 INSULATED ROOF.
Review Stop B BUILDING (STRUCTURAL)
Rev No 14 Status P Date 2005-07-26 Cont ID  
Sent By rbrown Date 2005-07-26 Time 13:47 Rev Time 0.00
Received By rbrown Date 2005-07-26 Time 13:47 Sent To  
Notes
2005-07-26 00:00:00REVISION SUBMITTED 7/12/05 CHANGING THE
 STOREFRONT DOORS FOR THE EXISTING
 MASONRY BUILDING TO IMPACT RATED ARCXH
 ALUMINUM AND GLASS CO. DOORS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 13 Status P Date 2005-07-14 Cont ID  
Sent By rbrown Date 2005-07-14 Time 12:07 Rev Time 0.00
Received By rbrown Date 2005-07-14 Time 12:07 Sent To  
Notes
2005-07-14 00:00:00REVISION SUBMITTED 7/7/05 CHANGING THE
 WINDOWS FOR THE EXISTING MASONRY
 BUILDING TO FIXED IMPACT RATED WINDOWS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status P Date 2005-07-14 Cont ID  
Sent By rbrown Date 2005-07-14 Time 11:43 Rev Time 0.00
Received By rbrown Date 2005-07-14 Time 11:43 Sent To  
Notes
2005-07-14 00:00:00SUBMITTAL ON 7/7/05 FOR RODUCT APPROVAL
 AND ATTACHMENT DETAILS FOR STORM PANELS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status P Date 2005-06-30 Cont ID  
Sent By rbrown Date 2005-06-30 Time 12:00 Rev Time 0.00
Received By rbrown Date 2005-06-30 Time 12:00 Sent To  
Notes
2005-06-30 00:00:00ARCHITECTURAL REVISION TO USE
 WINTECH WINDOWS INSTEAD OF PGT.
 NOTE:THE QUALITY ASSURANCE USED FOR
 LOCAL PRODUCT APPROVAL OF THE WINTECH
 WINDOWS IS GOOD FOR USE BY MARION
 CONSTRUCTION INC ONLY.
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status P Date 2005-06-09 Cont ID  
Sent By rbrown Date 2005-06-09 Time 19:16 Rev Time 0.00
Received By rbrown Date 2005-06-09 Time 19:15 Sent To  
Notes
2005-06-09 00:00:00STRUCTURAL SUBMITTAL ON 5/4/05 FOR FRONT
 ENTRY.
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2005-02-18 Cont ID  
Sent By rbrown Date 2005-02-18 Time 11:41 Rev Time 0.00
Received By rbrown Date 2005-02-18 Time 11:41 Sent To  
Notes
2005-02-18 00:00:00BUTLER MANUFACTURING METAL BUILDING
 SHOP DRAWINGS SUBMITTED ON 2/2/05 AND
 RE-SUBMITTED ON 2/14/05 (PLUS ARCHITECT
 OF RECORD LETTER DATED 2/17/05).
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2005-02-15 Cont ID  
Sent By rbrown Date 2005-02-15 Time 11:57 Rev Time 0.00
Received By rbrown Date 2005-02-15 Time 11:54 Sent To  
Notes
2005-02-15 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 BUTLER MANUFACTURING METAL BUILDING
 SHOP DRAWINGS SUBMITTED ON 2/2/05 AND
 RE-SUBMITTED ON 2/14/05.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) FBC 1804.4FOOTING DESIGN.THE
 FOUNDATION REACTION TABLE FOR THE FRAME
 AT SIDEWALL GRIDS 2 & 4 (BUTLER DRAWING
 NO. D05-124126-01A) GIVES A MAXIMUM
 POSITIVE REACTION OF 46.2 KIPS FOR THE
 COLUMNS AT GRIDS A AND E.STRUCTURAL
 SHEET S-1 SPECIFIES A 4'-0" X 4'-0" PAD
 FOOTING AT EACH OF THESE FOUR COLUMN
 LOCATIONS.THE GROUND BEARING PRESSURE
 WILL EXCEED THE SOIL BEARING CAPACITY OF
 2500 PSF, STATED ON SHEET A-1.AMEND
 THE PLANS OR SUBMIT CALCULATIONS TO
 DEMONSTRATE COMPLIANCE.
  
 2) FBC 1804.4FOOTING DESIGN.SIMILAR
 TO THE ABOVE COMMENT, THE FOUNDATION
 REACTION TABLE FOR THE ENDWALL FRAME AT
 SIDEWALL GRID 6 (BUTLER DRAWING NO.
 D05-124126-01A) GIVES A MAXIMUM POSITIVE
 REACTION OF 11.6 KIPS FOR THE COLUMN AT
 GRID E.STRUCTURAL SHEET S-1 SPECIFIES
 A 2'-0" X 2'-0" PAD FOOTING FOR THIS
 COLUMN LOCATION.THE GROUND BEARING
 PRESSURE WILL EXCEED THE SOIL BEARING
 CAPACITY OF 2500 PSF, STATED ON SHEET
 A-1.AMEND THE PLANS OR SUBMIT
 CALCULATIONS TO DEMONSTRATE COMPLIANCE.
  
 **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 7 Status F Date 2005-02-04 Cont ID  
Sent By rbrown Date 2005-02-04 Time 10:27 Rev Time 0.00
Received By rbrown Date 2005-02-04 Time 10:27 Sent To  
Notes
2005-02-04 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 BUTLER MANUFACTURING METAL BUILDING
 SHOP
 DRAWINGS SUBMITTED ON 2/2/05.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) STRUCTURAL SHOP DRAWINGS SHALL BE
 REVIEWED AND STAMPED BY THE
 ENGINEER/ARCHITECT OF RECORD, FOR THE
 PROJECT, BEFORE SUBMITTAL.
  
 2) 471.025 F.S.ENGINEER'S SIGNATURE
 ON
 THE PLANS.THE SUBMITTED SHEETS HAVE A
 RAISED SEAL BUT THE SIGNATURE IS A
 PHOTOCOPY.THE COPY SHALL BE SIGNED
 WITH THE ORIGINAL 'WET' SIGNATURE OF
 THE
 RESPONSIBLE ENGINEER.
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2005-02-04 Cont ID  
Sent By rbrown Date 2005-02-04 Time 10:09 Rev Time 0.00
Received By rbrown Date 2005-02-04 Time 10:09 Sent To  
Notes
2005-02-04 00:00:00ARCHITECT OF RECORD LETTER DATED 2-2-05
 AND REVISED SHEETS A-3 AND S-1
 SUBMITTED ON 2-3-05 COVERING PROPOSED
 REVISIONS TO THE SLAB.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2005-02-02 Cont ID  
Sent By rbrown Date 2005-02-02 Time 14:17 Rev Time 0.00
Received By rbrown Date 2005-02-02 Time 14:17 Sent To  
Notes
2005-02-02 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 ARCHITECT OF RECORD LETTER SUBMITTED ON
 1-26-05 COVERING PROPOSED REVISIONS TO
 THE SLAB.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) FBC* 104.2.1THE SUBMITTAL OF A
 LETTER COVERING NUMEROUS PROPOSED
 REVISIONS IS NOTED BUT REVISED PLANS
 MUST BE SUBMITTED TO REFLECT THE
 PROPOSED REVISIONS.
  
 2) FBC* 104.6 FEES.A REVISION FEE OF
 $50.00 PLUS $10.00 PER REVISED SHEET IS
 PAYABLE.
  
 **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 4 Status P Date 2004-12-15 Cont ID  
Sent By rbrown Date 2004-12-15 Time 16:10 Rev Time 0.00
Received By rbrown Date 2004-12-15 Time 16:10 Sent To  
Notes
2004-12-15 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 --PROVISO--
 A SEPARATE PERMIT APPLICATION AND
 PRODUCT APPROVAL PACKAGE WILL BE
 REQUIRED FOR THE BUILT-UP ROOFING.
  
 --PROVISO--
 SUBMIT STRUCTURAL SHOP DRAWINGS FOR THE
 METAL BUILDING FOR REVIEW.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-12-10 Cont ID  
Sent By rbrown Date 2004-12-10 Time 17:06 Rev Time 0.00
Received By rbrown Date 2004-12-10 Time 17:06 Sent To  
Notes
2004-12-14 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 IGNORE COMMENT #2 BELOW.ARCHITECT OF
 RECORD REDLINED, SIGNED AND DATED A
 HANDWRITTEN NOTE, GIVING WINDOW TYPE
 AND SIZE. THE OTHER COMMENTS STILL
 APPLY
  
  
2004-12-10 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
  
 THE MARION CONSTRUCTION COMMENT RESPONSE
 LETTER DATED 11/22/04 IS NOTED WITH THE
 FOLLOWING COMMENTS:
  
 1) THE DOORS AND WINDOWS IN THE NEW
 METAL BUILDING ARE STATED TO BE PART OF
 THE METAL BUILDING DESIGN SUBMITTAL
 PACKAGE BUT AS OF 12/10/04 THAT PACKAGE
 HAS NOT BEEN SUBMITTEDTO THIS OFFICE.
 THE DOOR AND WINDOW PRODUCT APPROVALS
 ARE REQUIRED BEFORE THE PERMIT CAM BE
 ISSUED.
  
 2) SUBMITTAL OF A PRODUCT APPROVAL FOR
 PGT SINGLE HUNG WINDOWS IS NOTED, BUT
 THE PLANS DO NOT STATE THE SIZE OR TYPE
 OF WINDOWS SO THAT THE DESIGN WIND
 PRESSURES GIVEN IN THE PRODUCT APPROVAL
 MAY BE VERIFIED.
  
 --PROVISO--
 A SEPARATE PERMIT APPLICATION AND
 PRODUCT APPROVAL PACKAGE WILL BE
 REQUIRED FOR THE BUILT-UP ROOFING.
  
 **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 2004-10-25 Cont ID  
Sent By rbrown Date 2004-10-25 Time 14:02 Rev Time 0.00
Received By rbrown Date 2004-10-25 Time 14:02 Sent To  
Notes
2004-10-25 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)
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 12/18/03:
  
 1) THE SUBMITTED NOTICE OF COMMENCEMENT
 HAS EXPIRED AND SHOULD BE RE-RECORDED AT
 PALM BEACH COUNTY COURTHOUSE AND A COPY
 SUBMITTED TO THIS OFFICE BEFORE A PERMIT
 CAN BE ISSUED.
  
 2) IMPACT FEES. THE PLANS SHALL BE TAKEN
 TO PALM BEACH COUNTY BUILDING DEPARTMENT
 FOR IMPACT FEE ASSESSMENT. THEY SHALL BE
 STAMPED AT THAT OFFICE AND A COPY OF THE
 PAID RECEIPT SUBMITTED TO THE CITY OF
 WEST PALM BEACH DEPT OF CONSTRUCTION
 SERVICES BEFORE A PERMIT CAN BE ISSUED.
  
 3) FBC 13-103.1.1.1ONLY ONE COPY OF
 THE SUBMITTED ENERGY CODE COMPLIANCE
 FORMS WAS SIGNED BY THE PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE
 BUILDING SHELL AND THE ELECTRICAL,
 LIGHTING, MECHANICAL AND PLUMBING
 SYSTEMS.SIGN THE SECOND COPY.
  
 18) THIS COMMENT HAS NOT BEEN ADDRESSED.
 SUBMIT PRODUCT APPROVALS FOR THE
 ROOFING, NEW AND REPLACEMENT WINDOWS,
 ROLL-UP DOOR, EXTERIOR DOOR AND STORM
 SHUTTERS.
 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
  
 **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 2003-12-18 Cont ID  
Sent By rbrown Date 2003-12-18 Time 12:26 Rev Time 0.00
Received By rbrown Date 2003-12-18 Time 12:26 Sent To  
Notes
2003-12-18 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)
  
 1) THE NOTICE OF COMMENCEMENT SHALL BE
 RECORDED AT PALM BEACH COUNTY COURTHOUSE
 AND A COPY SUBMITTED TO THIS OFFICE
 BEFORE A PERMIT CAN BE ISSUED.BLANK
 FORMS ARE AVAILABLE FROM THIS OFFICE.
  
 2) IMPACT FEES. THE PLANS SHALL BE TAKEN
 TO PALM BEACH COUNTY BUILDING DEPARTMENT
 FOR IMPACT FEE ASSESSMENT. THEY SHALL BE
 STAMPED AT THAT OFFICE AND A COPY OF THE
 PAID RECEIPT SUBMITTED TO THE CITY OF
 WEST PALM BEACH DEPT OF CONSTRUCTION
 SERVICES BEFORE A PERMIT CAN BE ISSUED.
  
 3) FBC 13-103.1.1.1ENERGY CODE
 COMPLIANCE FORM.THE ELECTRICAL SYSTEM
 DESIGNER, LIGHTING SYSTEM DESIGNER,
 MECHANICAL SYTEM DESIGNER AND PLUMBING
 SYSTEM DESIGNER ENTRIES ON SHEET 2 OF
 FORM SHALL EACH BE COMPLETED BY THE
 SYSTEM DESIGNER, IN THIS CASE THE
 ARCHITECT, TO CERTIFY COMPLIANCE FOR
 THOSE SYSTEMS.
  
 4) FBC 303.1 ABD FBC 312.1WAREHOUSE:
 STORAGE OCCUPANCY V HAZARDOUS OCCUPANCY.
 ANNOTATE THE PLANS TO STATE WHAT TYPE
 AND QUANTITIES OF MATERIALS ARE TO BE
 STORED, SO THAT ANY HAZARDOUS (GROUP H)
 OCCUPANCY CAN BE DETERMINED.
  
 5) FBC* F102.2.4ROOF COVERINGS IN THE
 FIRE DISTRICT SHALL CONFORM TO THE
 REQUIREMENTS OF CLASS A OR B
 (REF: FBC 1505).ANNOTATE THE PLANS TO
 MEET THIS REQUIREMENT WITH RESPECT TO
 THE NEW ROOF, AND THE NEW ROOFING
 MATERIALS PROPOSED FOR THE EXISTING ROOF
  
 6) FBC* F102.2.5FIRE RESISTANCE FOR
 BUILDINGS IN THE FIRE DISTRICT.
 BUILDINGS GREATER THAN ONE STOREY, WHICH
 ARE NOT EITHER SPRINKLERED THROUGHOUT OR
 SURROUNDED ON ALL SIDES BY A PERMANENTLY
 OPEN SPACE OF LEAST 30 FT, SHALL HAVE
 ALL WALLS, FLOORS, ROOFS AND THEIR
 SUPPORTING STRUCTURAL MEMBERS AT LEAST
 1-HOUR FIRE RESISTANT.AMEND THE PLANS.
  
 7) FBC* F102.2.6FIRE RESISTANCE FOR
 EXTERIOR WALLS OF TYPE IV BUILDINGS IN
 THE FIRE DISTRICT.FOR TYPE IV
 BUILDINGS, EXTERIOR WALLS WITHIN 30 FT
 OF A COMMON PROPERTY LINE SHALL BE AT
 LEAST 2-HOUR FIRE-RESISTANT.AMEND THE
 PLANS.
  
 8) FBC TABLE 600NORTH EXTERIOR WALL.
 THE 2ND FLOOR PLAN ON SHEET A-2 SHOWS AN
 OPENING FOR AN EXHAUST FAN.A FIRE
 DAMPER OR ALTERNATIVE APPROVED MEANS OF
 PROTECTION SHALL BE PROVIDED IN
 ACCORDANCE WITH FBC 705.1.1.2.AMEND/
 ANNOTATE THE PLANS.
  
 9) FBC TABLE 600AND FBC* F102.2FOR
 THOSE EXTERIOR WALLS REQUIRED TO BE FIRE
 RESISTANT, THE COLUMNS, CLADDING RAILS,
 RAFTERS AND PURLINS, THAT PROVIDE
 SUPPORT AND LATERAL RESTRAINT TO THE
 WALL SHALL ALSO BE FIRE-RATED/PROTECTED.
  
 10) FBC* 104.2.1.2 SHEET S-1, FOUNDATION
 PLAN.AMEND THE PLAN TO SHOW THE SIZE
 AND DEPTH OF THE EXISTING FOOTINGS SHOWN
 ON SECTION A-3/2 TO RECEIVE ADDITIONAL
 LOAD FROM THE NEW MEZZANINE AND ROOF.
  
 11) FBC 2207 SHEET A-3, SECTIONS 2,3 & 4
 ANNOTATE THE PLANS TO REFERENCE AISC
 SPECIFICATIONS FOR FIELD WELDING,
 WORKMANSHIP, TECHNIQUE AND INSPECTION,
 AND THE QUALIFICATION OF THE WELDERS.
  
 12) FBC 1027.1.1 AND FBC 1027.2
 SHEET A-1, GROUND FLOOR PLAN OF THE
 STORAGE OCCUPANCY.THE ROLL-UP DOORS
 CANNOT BE CONSIDERED AS CONTRIBUTING TO
 THE EGRESS PROVISIONS SINCE EXIT DOORS
 MUST BE SWING DOORS CONFORMING TO THE
 REQUIREMENTS OF FBC 1012.1.2
 (REF: FBC 1027.2).A SINGLE EXIT IS NOT
 ACCEPTABLE AS THE MAXIMUM TRAVEL
 DISTANCE TO THE NEAREST EXIT WOULD
 EXCEED 50 FT (REF: FBC 1027.1.1).AMEND
 THE PLANS TO PROVIDE AT LEAST TWO EXIT
 DOORS FROM THE STORAGE AREA.
  
 13) FBC 1006.1.4THE SPACE UNDER THE
 NORTH STAIR SHALL BE ENCLOSED AND NON-
 USABLE, OR THE SOFFIT SHALL BE 1-HOUR
 FIRE-RESISTANT.
  
 14) FBC 1007.3SHEET A-1.THE NORTH
 STAIR IS SHOWN ON THIS SHEET WITH 10"
 TREADS.THE TREADS SHALL BE MIN 11".
 AMEND THE PLAN.
  
 15) FBC 1608.2HANDRAIL AND GUARDRAIL
 STRENGTH.AMEND THE PLANS TO STATE THE
 HANDRAIL AND GUARDRAIL STRENGTH
 REQUIREMENTS TO RESIST EACH OF THE
 CONCENTRATED LOADS AND LINEAR
 DISTRIBUTED LOADS REQUIRED BY THE CODE.
 THE 50 PLF STATED ON THE SHEET A-2,
 HANDRAIL DETAIL IS NOTED BUT DOES NOT
 COVER THE OTHER LOADING REQUIREMENTS
 REFERENCED ABOVE.
  
 16) FBC 11-4.26.3SHEET A-2.AMEND THE
 PLAN TO STATE THE REQUIREMENT FOR THE
 GRAB BARS AND THEIR MOUNTING AND
 FASTENERS TO RESIST A FORCE OF 250 LB
 APPLIED IN ANY DIRECTION WITHOUT
 EXCEEDING THE ALLOWABLE STRESS FOR THE
 MATERIAL.
  
 17) FBC 11-4.15SHEET A-2. WHAT APPEARS
 TO BE DETAILS OF DRINKING FOUNTAIN
 HEIGHTS AND CLEARANCES ARE INCORRECTLY
 TITLED "GRAB BARS AT WATER CLOSETS".
 AMEND THE TITLE.
  
 18) SUBMIT PRODUCT APPROVALS FOR THE
 ROOFING, NEW AND REPLACEMENT WINDOWS,
 ROLL-UP DOOR, EXTERIOR DOOR AND STORM
 SHUTTERS.
 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
  
 19) IF NEW PLAN SHEETS ARE REQUIRED, IN
 ORDER TO ADDRESS THE ABOVE COMMENTS, THE
 OLD SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHALL BE INCLUDED WITH THE
 RESUBMITTAL FOR COMPARISON OF REVISIONS.
  
 **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 5 Status P Date 2005-01-07 Cont ID  
Sent By dpalmer Date 2005-01-07 Time 16:07 Rev Time 0.50
Received By dpalmer Date 2005-01-07 Time 16:07 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2004-12-28 Cont ID  
Sent By dpalmer Date 2004-12-28 Time 10:30 Rev Time 0.33
Received By dpalmer Date 2004-12-28 Time 10:30 Sent To  
Notes
2004-12-28 00:00:00*********** UNSAT 3RD REVIEW **********
  
 **** PLEASE SEE NOTES #'S 3 AND 4 FROM
 PREVIOUS REVIEW ARE STILL THE SAME.
 PLEASE SEE ATTACHED PREVIOUS COMMENTS.
  
 1)NOTE: PLEASE SEE 250.6,250.24, THERE
 IS NO EQUIPMENT GROUNDING CONDUCTOR
 FROM
 METER TO MAIN(FIRST MEANS OF DISC).
  
 2)NOTE: PLEASE CORRELATE RISER DIAGRAM
 WITH FEEDER SCHEDULE ON PANEL
 SCHEDULES.
 215.5
  
 *** NEW NOTE***
  
 1)NOTE: PLEASE SEE PLANS ARE NOW
 SIGNED,
 DATED AND SEALED BY AN ENGINEER AS
 BEING
 RESPONSIBLE FOR PLANS.
 PLEASE SEE FAC 61G15-23.002, A TITLE
 BLOCK IS REQUIRED ON PLANS WITH
 INFORMATION AS SETFORTH IN FAC/ FS.
  
 PLEASE SEE ATACHED COPY OF FS
 553.80(2)(B) WITH RESPECT TO DESIGN
 PROFESSIONAL
 WITH REPEAT COMMENTS.
 THIS IS GIVEN ONLY AS A NOTICE AT THIS
 TIME.
  
 PLEASE BE SURE TO REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS FOR REVIEW AND STAMPING.
  
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2004-11-30 Cont ID  
Sent By dpalmer Date 2004-11-30 Time 06:36 Rev Time 0.50
Received By dpalmer Date 2004-11-30 Time 06:25 Sent To  
Notes
2004-11-30 00:00:00*********** UNSAT ********
  
 1)NOTE: PLEASE SEE # OF CONDUCTORS
 INDICATED ON RISER FROM METER TO MAIN.
 THIS IS A 3-PHASE SERVICE, YET ONLY
 SHOWS 3-CONDUCTORS.
  
 2)NOTE: PLEASE ALSO SEE #OF CONDUCTORS
 SHOWN IN A SINGLE 2" CONDUIT. PLEASE
 SEE
 TABLES IN CHAPTER 9 NEC FOR CONDUIT
 FILL.
  
 3)NOTE: PLEASE SEE AN EQUIPMENT
 GROUNDING CONDUCTOR IS NOW SHOWN FROM
 METER TO MAIN. AN EQUIPMENT GRND IS NOT
 INSTALLED FROM METER TO THE FIRST MEANS
 OF DISCONNECT. 250.6,250.24.
  
 4)NOTE: PLEASE CORRELATE RISER WITH
 PANEL "A" FEEDER SCHEDULE, AS ON NOTES
 ABOVE.
  
 5)NOTE: PLEASE SEE RE-SUB SHEET
 MENTIONS
 PERMIT APPLIACTION TO BE BROUGHT IN BY
 THE 11/24. THIS IS REQUIRED WHEN
 RE-SUBMITTING PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 INSERT NEW SHEET(S) FOR COMPLETE SETS
 FOR REVIEW AND STAMPING.
  
 PLEASE BE SURE ALL REVIEWS ARE DONE
 BEFORE MAKING ANY CORRECTIONS, DUE TO
 ANY POSSIBLE COMMENTS FROM OTHER
 REVIEW(ERS).
  
 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 2 Status F Date 2004-10-15 Cont ID  
Sent By dpalmer Date 2004-10-15 Time 13:21 Rev Time 1.25
Received By dpalmer Date 2004-10-15 Time 11:29 Sent To  
Notes
2004-10-15 00:00:00************* UNSAT **************
  
 1)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW SERVICE EQUIPMENT BEING INSTALL-
 ED. MAINS/BRKRS AND PANELS ARE ALL TO BE
 RATED FOR THE AVAILABLE FAULT CURRENT.
 PER 110.9/215.5
 THIS IS REQUIRED AT THIS TIME.
  
 2)NOTE: PLEASE SEE 700.12E FOR CIRCUIT-
 -ING OF EM/EXT LTS.
  
 3)NOTE: PLEASE SEE MISSING EQUIPMENT
 GROUNDING CONDUCTOR FROM MCB TO PANEL
 "B".? 250.110,250.24,250.122
  
 4)NOTE: PLEASE SEE PANEL "B" IS SHOWN ON
 A SP BRKR SPACE? #29 PLEASE SEE FEED TO
 PANEL "B" IS SHOWN AS A 3P-200A BRKR TO
 PANEL "B" WHICH IS INDICATED AS A SINGLE
 PHASE PANEL ON PANEL SCHEDULE INFORMAT-
 -ION?? WHICH ONE?
  
 5)NOTE: PLEASE SEE SPACE #28 ON PANEL
 SCHEDULE "A". THIS SHOWS AN ADDITIONAL
 2-P60A BRKR FOR SUB PANEL "B".
 PLEASE CLARIFY??
 IF THERE IS INDEED AN ADDITIONAL 60A
 SUB-PANEL, PLEASE ALSO INCLUDE THIS ON
 RISER DIAGRAM.
  
 6 )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
 PLEASE SEE PLAN S DO NOT INLCUDE ANY
 LOAD CALCULATIONS?
 PLEASE SEE 220.3 FOR SPECIFIC LIGHTING
 LOADS FOR HIGH-BAY FIXTURES ETC.
  
 7)NOTE: PLEASE SEE 600.5 FOR REQUIRED
 SIGN CIRCUIT. EXISTING OR NEW??
  
 PLEASE SEE POSSIBLE COMMENTS FROM OTHER
 REVIEWERS WHICH MAY HAVE AN AFFECT ON
 ELECTRICAL PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW SHEETS INTO COMPLETE
 SETS FOR REVIEW AND STAMPING.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2003-11-21 Cont ID  
Sent By jleahy Date 2003-11-21 Time 09:52 Rev Time 1.00
Received By jleahy Date 2003-11-21 Time 09:51 Sent To  
Notes
2003-11-21 00:00:00NEED AIC RATING FOR THE SERVICE
 PROVIDE INFORMATION B4 ROUGH INSPECTION
 JAKE805-6740
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2004-11-30 Cont ID  
Sent By mamini Date 2004-11-30 Time 08:36 Rev Time 1.00
Received By mamini Date 2004-11-30 Time 08:36 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2004-10-15 Cont ID  
Sent By mamini Date 2004-10-13 Time 14:38 Rev Time 1.00
Received By mamini Date 2004-10-13 Time 14:38 Sent To  
Notes
2004-10-13 00:00:00FAILED:
 1. A CLEAN-OUT WILL NEED TO BE INSTALLED
 IN SANITARY SEWER LATERAL , ON THE
 PROPERTY AND BACK OF SIDEWALK.
 2. A DOUBLE DETECTOR CHECK ASSEMBLY IN
 FIRE LINE AFTER THE 4" GATE VALVE ON THE
 PROPERTY AND AT BACK OF THE SIDEWALK IS
 REQUIRED.
 3. PLEASE SUBMIT CIVIL PLANS ONLY TO THE
 PUBLIC UTILITIES ATT: MANNY GONZALEZ,
 494-1085, ALL CONNECTIONS TO THE CITY
 SERVICES MUST BE APPROVED BY THE
 UTILITIES.
 4. IS THE EXISTING WATER METER ADEQUATE?
 PLEASE VERIFY.
 5. INSTALLATION OF NEW OFF STREET
 PARKING ON FERNWOOD DRIVE MAY CREATE
 DRAINAGE PROBLEMS IN THIS SECTION OF
 THE ROAD, PLEASE REVISIT.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2004-12-16 Cont ID  
Sent By nmccray Date 2004-12-16 Time 11:59 Rev Time 0.00
Received By nmccray Date 2004-12-16 Time 11:59 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2004-09-28 Cont ID  
Sent By mcarsill Date 2004-09-28 Time 15:42 Rev Time 0.00
Received By mcarsill Date 2004-09-28 Time 15:42 Sent To  
Notes
2004-09-28 00:00:001) EMERGENCY LIGHTS AND EXIT SIGNAGE
 IN MEZZANINE.
  
 2) EMERGENCY LIGHTS IN WAREHOUSE.
  
 3) PLEASE EXPLAIN EXITING RATIONALE
 FROM WAREHOUSE.
  
 4) SOME PREVIOUS COMMENTS DO NOT APPEAR
 TO HAVE BEEN ADDRESSED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-11-26 Cont ID  
Sent By mcarsill Date 2003-11-26 Time 16:59 Rev Time 0.00
Received By mcarsill Date 2003-11-26 Time 16:59 Sent To  
Notes
2003-11-26 00:00:001) BUILDING ADDRESS REQUIRED. 6" HIGH
 NUMBERS ARE REQUIRED.
  
 2) 10" TREADS ARE NOT PERMITTED ON
 STAIRS. EXIT STAIRS FROM SECOND FLOOR
 THAT LEADS TO THE EXTERIOR DISPLAYS
 10" TREADS.
  
 3) HOW DOES FIRE AND PARAMEDICAL
 EQUIPMENT GAIN ACCESS THRU NEW GATE.
  
 4) DEMOLITION ACTIVITIES TO COMPLY
 WITH NFPA 241, THE STANDARD FOR
 DEMOLITION, RENOVATION, AND CONSTRUCTION
  
 5) SITE PLAN DOES NOT INDICATE ANY
 EXISTING OR NEW FIRE HYDRANTS FOR THE
 VICINITY.
  
 6) PLEASE PROVIDE HEIGHTS OF THE
 PROPOSED STORAGE RACKS.
  
 7) THE 42" AISLE NEAR THE DISPATCH
 AREA SHALL BE AT LEAST 44" WIDE.
  
 8) WHAT IS PLANNED TO BE STORED ON
 THE STORAGE RACKS.
  
 9) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATIONS FOR WALLS AND
 CEILINGS.
  
 10) THE 2668 DOOR FOR THE STORAGE ROOM
 UNDER THE STAIRS SHALL BE AT LEAST
 45 MINUTE FIRE RATED.
  
 11) NO INDICATION THAT THE STORAGE
 ROOM OR STAIR DOOR ARE RATED AT THE
 SECOND FLOOR/MEZZANINE PLAN.
  
 12) TACTILE SIGNAGE REQUIRED AT STAIRS.
  
 13) PLEASE PROVIDE PRESCRIPTIVE STRENGTH
 REQUIREMENTS FOR ALL HANDRAILS AND
 GAURDRAILS.
  
 14) ARE ANY EMERGENCY LIGHTS PRESENT
 IN THE STAIRS. ALSO ARE ALL EXIT
 SIGNS SHOWN ON E-1. NO EMERGENCY
 LIGHTING IN WAREHOUSE.
  
 15) WELDER NOTED ON PAGE E-3. ALL
 WELDING MUST BE APPROVED BY THE
 BUREAU OF FIRE PREVENTION. ALL
 WELDING OPERATIONS TO COMPLY WITH
 NFPA 51B. A CLEAR RADIUS OF 35 FEET
 IS REQUIRED FROM WELDING TO COMBUSTIBLES
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 13 Status N Date 2005-07-14 Cont ID  
Sent By adarroug Date 2005-07-14 Time 13:04 Rev Time 0.00
Received By adarroug Date 2005-07-14 Time 13:04 Sent To B
Notes
2005-07-14 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2005-07-07 Cont ID  
Sent By adarroug Date 2005-07-07 Time 14:37 Rev Time 0.00
Received By adarroug Date 2005-07-07 Time 14:37 Sent To B
Notes
2005-07-07 00:00:00TO "RBROWN" DESK/1 REV AND 1 SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2005-06-15 Cont ID  
Sent By shill Date 2005-06-15 Time 16:02 Rev Time 0.00
Received By shill Date 2005-06-15 Time 16:02 Sent To M
Notes
2005-06-15 00:00:00TO MECH BOX
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2005-05-04 Cont ID  
Sent By adarroug Date 2005-05-04 Time 16:17 Rev Time 0.00
Received By adarroug Date 2005-05-04 Time 16:16 Sent To B
Notes
2005-05-04 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2005-02-18 Cont ID  
Sent By adarroug Date 2005-02-18 Time 09:21 Rev Time 0.00
Received By adarroug Date 2005-02-18 Time 09:21 Sent To B
Notes
2005-02-18 00:00:00TO RBROWN DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2005-02-14 Cont ID  
Sent By adarroug Date 2005-02-14 Time 16:00 Rev Time 0.00
Received By adarroug Date 2005-02-14 Time 16:00 Sent To B
Notes
2005-02-14 00:00:00TO RBROWN DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2005-02-03 Cont ID  
Sent By adarroug Date 2005-02-03 Time 16:22 Rev Time 0.00
Received By adarroug Date 2005-02-03 Time 16:22 Sent To B
Notes
2005-02-03 00:00:00TO RBROWN DESK
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2005-01-26 Cont ID  
Sent By mjacobs Date 2005-01-26 Time 15:53 Rev Time 0.00
Received By mjacobs Date 2005-01-26 Time 15:53 Sent To B
Notes
2005-01-26 00:00:00TO "RB" DESK/SUBMITTALS.
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2005-01-07 Cont ID  
Sent By mjacobs Date 2005-01-07 Time 15:10 Rev Time 0.00
Received By mjacobs Date 2005-01-07 Time 15:10 Sent To E
Notes
2005-01-07 00:00:00TO "DP" DESK.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-12-22 Cont ID  
Sent By mjacobs Date 2004-12-22 Time 09:09 Rev Time 0.00
Received By mjacobs Date 2004-12-22 Time 09:09 Sent To E
Notes
2004-12-22 00:00:00SENT TO "DP" DESK.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-11-23 Cont ID  
Sent By mjacobs Date 2004-11-23 Time 15:26 Rev Time 0.00
Received By mjacobs Date 2004-11-23 Time 15:25 Sent To  
Notes
2004-11-23 00:00:00SENT TO COMM BD#17
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-09-14 Cont ID  
Sent By csiegber Date 2004-09-14 Time 12:02 Rev Time 0.00
Received By csiegber Date 2004-09-14 Time 12:02 Sent To  
Notes
2004-09-14 00:00:00TO COMM BD#41
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-12-18 Cont ID  
Sent By mmclean Date 2003-12-18 Time 14:30 Rev Time 0.00
Received By rbrown Date 2003-11-12 Time 15:30 Sent To  
Notes
2003-11-18 00:00:0011/12/03TO Z
 TO COMM BD#19
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2005-09-23 Cont ID  
Sent By pkrauss Date 2005-09-23 Time 07:38 Rev Time 0.45
Received By pkrauss Date 2005-09-23 Time 06:44 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2005-06-23 Cont ID  
Sent By pkrauss Date 2005-06-23 Time 10:47 Rev Time 0.35
Received By pkrauss Date 2005-06-23 Time 10:07 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2004-10-05 Cont ID  
Sent By pkrauss Date 2004-10-05 Time 06:45 Rev Time 0.45
Received By pkrauss Date 2004-10-05 Time 06:37 Sent To  
Notes
2004-10-05 00:00:00PROVISO:
 1.FAN SHUTDOWN BY DUCT SMOKE DETECTORS
 REQUIRED WITH NOTIFICATION TO ALARM &
 STROBE IN NORMALLY OCCUPIED AREAS 2001
 FBC(M) 606.2.1 & 606.4.1.
  
 2.NO COMBUSTIBLES ALLOWED ABOVE THE
 CEILING IN THE RETURN AIR PLENUM PER
 2001 FBC(M) 602.2.1.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2003-12-15 Cont ID  
Sent By pkrauss Date 2003-12-15 Time 09:21 Rev Time 1.00
Received By pkrauss Date 2003-12-15 Time 08:54 Sent To  
Notes
2003-12-15 00:00:00DENIED:
 1.FAN SHUTDOWN BY DUCT SMOKE DETECTORS
 REQUIRED PER 2001 FBC(M) 606.2.1.
  
 2.FAN SHUTDOWN SHALL HAVE NOTIFICATION
 TO ALARM/STROBE IN NORMALLY OCCUPIED
 AREAS PER 2001 FBC(M) 606.4.1 & NFPA 90A
 4-4.4.3.
  
 3.PLEASE INDICATE WHAT TYPE OF WORK
 WILL BE DONE IN THE WAREHOUSE (WELDING,
 PREFAB OF PIPE?).
  
 4.INDICATE IF ANY HAZARDOUS MATERIALS
 OR GASES WILL STORED ON SITE.
  
 5.CONDENSER UNITS LOCATED ON THE ROOF
 SHALL COMPLY WITH 2001 FBC 1511.7.
  
 6.PROVIDE OUTSIDE AIR CALCULATIONS PER
 2001 FBC(M) 403.3.
  
 7.PLEASE NOTE, EQUIPMENT LOCATED ON
 THE ROOFS WHERE ACCESS IS GREATER THAN
 16 FT, A PERMANENT MEANS OF ACCESS SHALL
 BE PROVIDED. 2001 FBC(M) 306.5
  
 8.PLEASE PROVIDE INFORMATION ON THE
 CONDENSATE.PLAN SHEET M-1 NOTE 15
 INDICATES CONDENSATE TO THE EXTERIOR.
 PLEASE PROVIDE PIPE LAYOUT. CONDENSATE
 SHALL TERMINATE A MINIMUM OF 12" FROM
 THE BUILDING STRUCTURE PER 2001 FBC
 1503.4.4.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 2 Status P Date 2004-10-09 Cont ID  
Sent By kstevens Date 2004-10-09 Time 12:18 Rev Time 0.50
Received By kstevens Date 2004-10-09 Time 12:18 Sent To  
Notes
2004-10-09 00:00:00PASSED/PROVISO
  
 BREAK AREA SINK TO COMPLY WITH SECTION
 11-4.24
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-12-13 Cont ID  
Sent By kstevens Date 2003-12-13 Time 15:55 Rev Time 1.00
Received By kstevens Date 2003-12-13 Time 15:54 Sent To  
Notes
2003-12-13 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
  
 1) SHT A-1 SANT. RISER DIAGRAM. SERVICE
 SINK AND DRINKING FOUNTAIN SHALL NOT
 DRAIN THROUGH THE WET VENT FOR THE BATH
 ROOM FIXTURES. 909.1 - THE SERVICE SINK
 AND DRINKING FOUNTAIN SHALL CONNECT
 DOWNSTREAM OF THE BATHROOM FIXTURES.
 2) PROVISIONS SHALL BE MADE FOR THOSE
 WHO HAVE DIFFICULTY BENDING OR STOOPING
 SECTION 11-4.1.3(10)(A). (A DRINKING CUP
 DISPENSER WILL MEET THIS REQUIREMENT)
 3) SUBMIT A DETAIL SHOWINC COMPLIANCE
 WITH 11-4.24 FOR THE LOUNGE SINK.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date 2003-12-16 Cont ID  
Sent By mmclean Date 2003-12-16 Time 09:19 Rev Time 0.00
Received By mmclean Date 2003-12-16 Time 09:19 Sent To  
Notes
2003-12-16 00:00:00GRACE APPROVED HAVE INFORMAL SITE PLAN M
 M
Review Stop Z ZONING
Rev No 1 Status F Date 2003-11-18 Cont ID  
Sent By csiegber Date 2003-11-12 Time 15:30 Rev Time 0.00
Received By mmclean Date 2003-11-18 Time 09:59 Sent To I
Notes
2003-11-18 00:00:0011/17/03 NEED TO APPLY FOR LEVEL 1
 CALLED CONTR MM


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