Plan Review Details - Permit 06120074
Plan Review Stops For Permit 06120074
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2008-05-27 Cont ID  
Sent By rmcdouga Date 2008-05-27 Time 08:54 Rev Time 0.00
Received By rmcdouga Date 2008-05-27 Time 08:54 Sent To  
Notes
2008-05-27 08:55:57REVISED DRAWINGS AND CALCULATIONS FOR NEW FACADE AND
 STRUCTURAL UPGRADES.
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2008-03-07 Cont ID  
Sent By rmcdouga Date 2008-03-07 Time 16:08 Rev Time 0.00
Received By rmcdouga Date 2008-03-07 Time 15:24 Sent To  
Notes
2008-03-07 16:08:382004 FBC W/2006 REVISIONS
  
 REVISION TO STRUCTURE AT FACADE IS DENIED BY BUILDING.
  
 1)SPECIFY HOW THE W 8 X 15 STEEL BEAM PROVIDING
 LATERAL SUPPORT AT THE TWO INTERIOR STEEL COLUMNS WILL
 BE ATTACHED TO THE NEW AND THE EXISTING STEEL COLUMNS.
 FBC 106.1.1* CITY AMENDMENTS
  
 2) SPECIFY HOW THE NEW 6 X 12 TS BEAM IS TO BE ATTACHED
 TO THE EXTERIOR WALLS IN ORDER TO TRANSFER THE TORSION
 LOADS THE STRUCTURE AT EACH END OF THE BEAM.FBC
 106.1.1* CITY AMENDMENTS
  
 3) PLEASE CLARIFY THE WELD LOCATIONS AT THE TOP OF THE
 TS COLUMN AND THE 6 X 12 STEEL BEAM SHOWN ON DETAIL 7
 ON SHEET A-1.2.FBC 106.1.1* CITY AMENDMENTS
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2008-01-03 Cont ID  
Sent By rmcdouga Date 2008-01-03 Time 13:56 Rev Time 0.00
Received By rmcdouga Date 2008-01-03 Time 13:55 Sent To  
Notes
2008-01-03 16:03:012004 FBC W/2006 REVISIONS
  
 REVISION TO STRUCTURE AT FACADE IS DENIED BY BUILDING.
  
 1) PLEASE CORRECT THE BUILDING DATA SPECIFIED ON SHEET
 A-1.1. FBC TABLE 503 SPECIFIES A MAXIMUM HEIGHT OF 40
 FEET, ONE STORY AND 6,000 SQUARE FEET PER FLOOR FOR
 GROUP A-2 OCCUPANCIES WITH TYPE V-B CONSTRUCTION. FBC
 SECTION 504.2 ALLOWS AN AUTOMATIC SPRINKLER INCREASE
 FOR SPRINKLER SYSTEMS COMPLYING WITH FBC 903.3.1.1 OF
 20 FEET IN HEIGHT AND ONE ADDITIONAL STORY. FBC 506.3
 ALLOWS A 200% AREA INCREASE FOR MULTISTORY BUILDINGS
 (6000 X 2 = 12,000 + 6000 = 18,000 SQFT PER FLOOR).
  
 2) DETAIL 7 ON SHEET A-1.2 IS SHOWN IN THE WRONG
 ORIENTATION BASED ON THE INDICATED LOCATION OF THE
 PROPERTY LINE. PLEASE CORRECT.
  
 3) THE WALL SECTION AND FOOTING DETAILS ON A-1.2
 INDICATE THAT THE NEW FOOTINGS WILL EXTEND PAST THE
 PROPERTY LINES. THIS IS NOT ALLOWED BY FBC 3202.1.1.
 PLEASE CORRECT.
  
 4) THE ECCENTRIC LOADING OF THE NEW BEAM AND COLUMNS
 HAS NOT BEEN ADEQUATELY ADDRESSED. SHOW HOW THE NEW
 BEAM AND COLUMN ASSEMBLY WILL BE ANCHORED TO THE
 EXISTING FLOOR SYSTEM IN ORDER TO RESIST BENDING. FBC
 CHAPTER 16.
  
 5) SHEET 13 OF THE ENGINEERED DRAWINGS SHOWS THE
 BRACING OF THE NEW WALL TO THE EXISTING WALL. INDICATE
 THIS ON THE ARCHITECTURAL DRAWINGS. FBC 106.1.1* CITY
 AMENDMENTS.
  
 - ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2007-10-05 Cont ID  
Sent By rmcdouga Date 2007-10-05 Time 11:49 Rev Time 0.00
Received By rmcdouga Date 2007-09-06 Time 17:13 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2007-08-15 Cont ID  
Sent By rmcdouga Date 2007-08-15 Time 09:41 Rev Time 0.00
Received By rmcdouga Date 2007-08-15 Time 07:19 Sent To  
Notes
2007-08-15 11:30:282004 FBC W/ 2005 SUPPLEMENT
 ADD WINDOWS AND INSTALL FACADE
  
 DENIED BY BUILDING
  
 1) SUBMIT NOTICE OF COMMENCEMENT.
  
 2) THE PRODUCT APPROVALS SUBMITTED ARE NOT ACCEPTABLE.
 IN ADDITION TO THE FLORIDA COVERSHEETS, THE STATE
 APPROVED EVALUATION REPORT OR MIAMI-DADE NOA SPECIFYING
 THE DESIGN PRESSURES FOR THE PRODUCT AND THE
 INSTALLATION DRAWINGS ARE REQUIRED TO BE SUBMITTED FOR
 REVIEW. SEE FAC RULE 9B-72. IF MULTIPLE PRODUCTS ARE
 LISTED, SPECIFY THE ONES THAT WILL BE USED.
  
 3)THE STATE PRODUCT APPROVAL COVERSHEETS THAT WERE
 SUBMITTED FOR THE JELD-WEN-POZZI CASEMENT WINDOWS AND
 FIXED WINDOWS ARE FOR THE 2001 CODE VERSION. SUBMIT THE
 ONES FOR THE 2004 CODE ALONG WITH THE NOA OR OTHER
 EVALUATION REPORT AS REQUESTED IN COMMENT #2.
  
 4) PLEASE REVIEW PRODUCT APPROVALS FOR ADEQUATE DESIGN
 PRESSURES AND IMPACT PROTECTION. CHECK FOR CORRECT CODE
 ADDITION AND CURRENT REVISIONS OF PRODUCT APPROVALS.
 CHECK THAT THE MULLIONS SPECIFIED ARE COMPATIBLE WITH
 THE WINDOW MODELS THAT ARE SPECIFIED.
  
 5) THE BEAM ANALYSIS THAT WAS SUBMITTED IS FOR A W12 X
 65STEEL I-BEAM, WHICH HAS BEEN CHANGED ON THE
 ARCHITECTURAL DRAWINGS TO A HSS 8 X 8 X 1/2" TUBE STEEL
 BEAM. SUBMIT ANENGINEERED ANALYSIS OF THE TUBE STEEL
 BEAM FOR BENDING AND TORSION. 2004 FBC* 106.1.2
 (AMENDED)
  
 6) PROVIDE THE COLUMN SPACING DIMENSIONS ON THE PLANS
 FOR THE COLUMNS THAT WILL BE SUPPORTING THE BEAM. 2004
 FBC* 106.1.2 (AMENDED)
  
 - ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-07-03 Cont ID  
Sent By rmcdouga Date 2007-07-03 Time 14:39 Rev Time 0.00
Received By rmcdouga Date 2007-07-03 Time 12:22 Sent To Z
Notes
2007-07-03 14:39:04DENIED BY BUILDING
  
 1)A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) THE PLANS SPECIFY THIS STRUCTURE AS A TYPE III- B.
 THIS IS INCORRECT. IN ORDER TO BE TYPE III- B, THE
 EXTERIOR WALLS ARE REQUIRED TO BE OF NONCOMBUSTABLE
 MATERIALS. BECAUSE OF THE WOOD FRAME EXTERIOR WALL,
 THIS BUILDING IS TYPE V- B.
  
 3)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 4)PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCTS HAVE A STATE PRODUCT APPROVAL
 SUBMIT A COVERSHEET WITH THE STATE APPROVAL NUMBER.
  
 5) THE PLANS SPECIFY 3' X 6'CASEMENT WINDOWS. THE
 PRODUCT APPROVAL SUBMITTED FOR THE JELD-WEN CASEMENT
 WINDOWS, NOA 03-1204.02 HAS A MAXIMUM WINDOW SIZE OF
 30" X 72".
  
 6) THE PRODUCT APPROVAL NOA 04-1122.04 FOR THE MULLIONS
 HAS BEEN REVISED BY NOA 05-0223.01. SUBMIT THE NEW
 NOA.
  
 7) IN REGUARD TO THE STRUCTURAL ANALYSIS OF THE SOUTH
 WALL OF THE BUILDING:
 - SUBMIT LOAD CALCULATIONS FOR THE 8" X 8" TUBE STEEL
 BEAM WHICH INDICATE THAT IT IS CAPABLE OF SUPPORTING
 THE NEW BRICK AND MORTAR VENEER AND THE EXISTING STUCCO
 AND WOOD FRAME WALL.
 - SHOW HOW THE EXISTING WOOD FRAME AND STUCCO WALL WILL
 SUPPORT THE ECCENTRIC LOADS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-03-19 Cont ID  
Sent By rmcdouga Date 2007-03-19 Time 11:01 Rev Time 0.00
Received By rmcdouga Date 2007-03-16 Time 17:59 Sent To  
Notes
2007-03-19 11:00:57DENIED BY BUILDING
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) SUBMIT THE INSTALLATION INSTRUCTIONS WITH THE DESIGN
 PRESSURES FOR THE IMPACT WINDOWS. PROVIDE DOCUMENTATION
 THAT THE WINDOWS HAVE BEEN TESTED FOR LARGE MISSLE
 IMPACT. (ITEM #6 FROM FIRST REVIEW.)
  
 3)SUBMIT PRODUCT APPROVALS FOR THE STRUCTURAL
 MULLIONS BETWEEN THE CASEMENT AND FIXED GLASS ARCHED
 WINDOWS. (ITEM #7 FROM FIRST REVIEW.)
  
 4) THE DEMOLITION PLAN ON SHEET D-1.1 IS STILL
 INDICATING SIX WINDOW OPENINGS AND THE NEW ELEVATION ON
 A-1.1 SHOWS FIVE NEW WINDOWS. PLEASE CLARIFY.
  
 5)ON SHEETS A-1.1 AND A-1.2 THE FLORIDA PRODUCT
 APPROVAL NUMBERS FOR THE WINDOWS ARE LISTED ON THE
 PLANS PRECEDED BY FBC. THIS IS INCORRECT. THE NUMERALS
 SHOULD BE PRECEDED BY FL #. PLEASE CORRECT.
  
 6)HAVE A FLORIDA REGISTERED STRUCTURAL ENGINEER
 PERFORM A STRUCTURAL ANALYSIS OF THE EXISTING AND
 PROPOSED SOUTH WALL OF THE BUILDING AND EXISTING STUCCO
 AND WIRE LATH ATTACHMENT TO THE WOOD FRAME WALL. SUBMIT
 A SIGNED AND SEALED LETTER STATING THAT THE EXISTING
 WOOD FRAME STUCCO WALLS AND PARAPET ARE CAPABLE OF
 SAFELY SUPPORTING THE ADDITIONAL DEAD LOADS THAT WILL
 BE IMPOSED BY THE ADDITION OF THE CULTURED BRICK AND
 TRIM TO THE EXISTING FACADE AND RESIST THE LIVE LOADS
 OF A 140 MPH WINDLOAD.
  
 7) SPECIFY HOW THE CULTURED VENEER WILL BE ATTACHED TO
 THE EXISTING WALL. SEE THE ENCLOSED INSTALLATION
 INSTRUCTIONS.
  
 NOTE: INSTALLATION INSTRUCTIONS AND MSDS FOR THE
 CULTURED BRICK HAVE BEEN DOWNLOADED AND INSERTED INTO
 YOUR SUBMITTAL PACKAGE.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-01-11 Cont ID  
Sent By rmcdouga Date 2007-01-11 Time 10:12 Rev Time 0.00
Received By rmcdouga Date 2007-01-11 Time 08:32 Sent To E
Notes
2007-01-11 12:09:23DENIED BY BUILDING
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) THE VALUE APPEARS TO BE QUITE LOW FOR THE APPARENT
 SCOPE OF WORK. PLEASE INCREASE THE VALUE TO REFLECT THE
 SCOPE OF THE PROPOSED WORK.
  
 3) 2004 FL. BLD CODE 1603.1.4 THE
 FOLLOWING INFORMATION RELATED TO WIND
 SHALL BE SHOWN ON THE CONSTRUCTION
 DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 4)SPECIFY THE APPLICABLE CODES ON THE PLANS.
  
 5) SPECIFY THE WINDLOAD PRESSURES AT THE WINDOW
 OPENINGS ON THE PLANS.
  
 6) SUBMIT THE INSTALLATION INSTRUCTIONS WITH DESIGN
 PRESSURES FOR THE IMPACT WINDOWS. PROVIDE DOCUMENTATION
 THAT WINDOWS HAVE BEEN TESTED FOR LARGE MISSILE
 IMPACT.
  
 7) SUBMIT PRODUCT APPROVALS FOR THE WINDOW MULLIONS
 BETWEEN CASEMENT AND FIXED ARCHED WINDOWS.
  
 8)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 9) SPECIFY THE WINDOW SIZES ON THE PLANS.
  
 10) THE DEMO PLAN ON D-1.1 SHOWS SIX WINDOW OPENINGS
 AND NOTE 3.8 STATES REMOVE EXISTING CONCRETE WALL FOR
 WINDOW INSTALLATION. THE ELEVATION ON A1-1 SHOWS FOUR
 WINDOWS. THE WALL SECTION ON A-1.2 SPECIFIES WOOD
 FRAME. PLEASE CORRECT.
  
 11) PLEASE CLARIFY THE DRAWINGS ON A-1.2INDICATE WHAT
 IS EXISTING AND WHAT IS NEW. PROVIDE A WALL SECTION
 SHOWING THIS WALL IN ITS EXISTING CONDITION.
  
 12) IT APPEARS THAT THE SECOND FLOOR IS BEING BUILT
 OUT. INDICATE WHERE THE PROPERTY LINE IS IN RELATION TO
 THE EXTERIOR WALL AT THE SECOND FLOOR. THE SECOND FLOOR
 CAN NOT PROJECT OVER THE PROPERTY LINE.
  
 13)PROVIDE AN ELEVATION SHOWING THE HEADERS AND
 FRAMING DETAILS AT THE NEW WINDOW OPENINGS. SPECIFY
 STRAPPING AND CONNECTORS. PROVIDE PRODUCT APPROVALS FOR
 CONNECTORS.
  
 14)SPECIFY THE VAPOR RETARDER REQUIRED BY FBC 1403.3
 BEHIND THE NEW CULTURED BRICK VENEER.
  
 15) PROVIDE THE TECHNICAL DATA AND STANDARDS, INCLUDING
 FIRE RESISTANCE AND WINDLOAD INFORMATION , AS WELL AS
 THE INSTALLATION (ATTACHMENT) INFORMATION FOR THE OWENS
 CORNING CB-4054 BRICK VENEER.
  
 16)PROVIDE THE TECHNICAL DATA AND STANDARDS,
 INCLUDING FIRE RESISTANCE AND WINDLOAD INFORMATION , AS
 WELL AS THE INSTALLATION (ATTACHMENT) INFORMATION FOR
 THE LIGHTWEIGHT CORNICE, SILL, ROWLOCK COURSE AND ANY
 OTHER TRIM.
  
 17) THE TITLE BLOCK ON SHEET D-1.1 IS INCOMPLETE
 APPARANTLY DUE TO A PRINTING ERROR.
  
 18) THE PRINTED NAME OF THE PERSON SIGNING AND SEALING
 THE PLAN IS REQUIRED IN THE TITLE BLOCK BY FAC
 61G1-16.004.
  
 19) THERE ARE SOME NOTATIONS ON ONE OF THE PLANS IN RED
 PENCIL.
  
 20) DUE TO THE LACK OF INFORMATION ON THE PLANS AND
 SUBMITTALS, ADDITIONAL COMMENTS MAY RESULT WHEN THESE
 ITEMS ARE ADDRESSED.
  
 21) TO EXPEDITE PLAN REVIEW PLEASE RETURN ONE SET OF
 THE OLD PLANS ALONG WITH A RESPONSE LETTER.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 4 Status N Date 2007-08-13 Cont ID  
Sent By btrobaug Date 2007-08-13 Time 16:44 Rev Time 0.00
Received By btrobaug Date 2007-08-13 Time 16:37 Sent To FIRE
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2007-05-24 Cont ID  
Sent By btrobaug Date 2007-05-24 Time 10:58 Rev Time 0.50
Received By btrobaug Date 2007-05-24 Time 10:45 Sent To I
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-03-14 Cont ID  
Sent By btrobaug Date 2007-03-14 Time 15:30 Rev Time 1.00
Received By btrobaug Date 2007-03-14 Time 14:21 Sent To B
Notes
2007-03-14 15:20:30 
  
  
 DENIED
 THIS IS THE SAME COMMENT AS THE PREVIOUS REVIEW.
  
 THE SCOPE OF WORK APPLIED FOR REQUIRES AN ELECTRICAL
 PERMIT TO SAFELY DISCONNECT SIGNS AND FEEDERS TO SAME.
 HAVE AN ELECTRICAL CONTRACTOR SIGN ON THIS APPLICATION
 OR SUBMIT HIS APPLICATION WITH THIS PACKAGE.
  
 THE WRITTEN RESPONSE STATING THAT PERMIT # 06070846
 COVERS THE SCOPE OF THIS APPLICATION IS INCORRECT, AS
 THAT PERMIT IS ELECTRICAL FOR THE ELEVATOR SHAFT DEMO.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-01-11 Cont ID  
Sent By btrobaug Date 2007-01-11 Time 16:09 Rev Time 0.33
Received By btrobaug Date 2007-01-11 Time 15:28 Sent To PC
Notes
2007-01-11 16:09:49 
  
 DENIED
 THE SCOPE OF WORK APPLIED FOR REQUIRES AN ELECTRICAL
 PERMIT TO SAFELY DISCONNECT SIGNS AND FEEDERS TO SAME.
 HAVE AN ELECTRICAL CONTRACTOR SIGN ON THIS APPLICATION
 ORSUBMIT HIS APPLICATION WITH THIS PACKAGE.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2007-08-14 Cont ID  
Sent By mawillia Date 2007-08-14 Time 10:28 Rev Time 0.00
Received By mawillia Date 2007-08-14 Time 09:35 Sent To B1
Notes
2007-08-14 09:48:14*****APPROVED W/REMINDERS*****
  
 ** STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
 DEMOLITION OPERATION SHALL COMPLY WITH NFPA 241 - 2000
 EDITION.
  
 **PLEASE BE ADVISED THAT: (1) THE ADDRESS SHALL NOT
 BE ON THE DOOR(S), AND (2) IF SECURITY AND/OR HURRICANE
 SHUTTERS ARE INSTALLED, THE ADDRESS SHALL BE VISIBLE
 EVEN IF SECURITY AND/OR HURRICANE SHUTTERS ARE
 INSTALLED.
  
  
 PLAN SHEET A-1.1 STAMPED, INITIALED, AND DATED.
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2007-06-12 Cont ID  
Sent By mawillia Date 2007-06-12 Time 16:11 Rev Time 0.00
Received By mawillia Date 2007-06-12 Time 15:57 Sent To B
Notes
2007-06-12 16:11:10*****DENIED*****
 THE FOLLOWING COMMENTS TAKEN FROM THE PREVIOUS FIRE
 PLAN REVIEW STILL NEED TO BE ADDRESSED:
  
  
 1.ON SHEET A-1.1 UNDER BUILDING DATA - APPLICABLE
 CODES, REFERENCE THE FOLLOWING:NFPA 1 - 2003 EDITION;
 NFPA 101 - 2003 EDITION;AND NFPA 241 - 2000 EDITION.
  
 2.ON SHEET A-1.1, SHOW/DISPLAY THE NUMERICAL ADDRESS
 ON THE EXTERIOR ELEVATION WHICH FRONTS CLEMATIS STREET.
 AS PER WEST PALM BEACH CODE, THOSE NUMBERS SHALL BE NO
 LESS THAN 6" IN HEIGHT AND NO LESS THAN 1" IN WIDTH
 CONTRASTING TO ITS BACKGROUND.PLEASE BE ADVISED THAT:
 (1) THE ADDRESS SHALL NOT BE ON THE DOOR(S), AND (2) IF
 SECURITY AND/OR HURRICANE SHUTTERS ARE INSTALLED, THE
 ADDRESS SHALL BE VISIBLE EVEN IF SECURITY AND/OR
 HURRICANE SHUTTERS ARE INSTALLED.
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2007-03-19 Cont ID  
Sent By mawillia Date 2007-03-19 Time 13:35 Rev Time 0.00
Received By mawillia Date 2007-03-19 Time 13:08 Sent To  
Notes
2007-03-19 13:34:17*****DENIED*****
  
  
 1.ON SHEET A-1.1 UNDER BUILDING DATA - APPLICABLE
 CODES, REFERENCE THE FOLLOWING:NFPA 1 - 2003 EDITION;
 NFPA 101 - 2003 EDITION;AND NFPA 241 - 2000 EDITION.
  
 2.ON SHEET A-1.1, SHOW/DISPLAY THE NUMERICAL ADDRESS
 ON THE EXTERIOR ELEVATION WHICH FRONTS CLEMATIS STREET.
 AS PER WEST PALM BEACH CODE, THOSE NUMBERS SHALL BE NO
 LESS THAN 6" IN HEIGHT AND NO LESS THAN 1" IN WIDTH
 CONTRASTING TO ITS BACKGROUND.PLEASE BE ADVISED THAT:
 (1) THE ADDRESS SHALL NOT BE ON THE DOOR(S), AND (2) IF
 SECURITY AND/OR HURRICANE SHUTTERS ARE INSTALLED, THE
 ADDRESS SHALL BE VISIBLE EVEN IF SECURITY AND/OR
 HURRICANE SHUTTERS ARE INSTALLED.
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2008-04-24 Cont ID  
Sent By adarroug Date 2008-04-24 Time 14:03 Rev Time 0.00
Received By adarroug Date 2008-04-24 Time 14:03 Sent To  
Notes
2008-04-24 14:04:51TO "COMM" BD#3
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Rev No 9 Status N Date 2008-02-27 Cont ID  
Sent By adarroug Date 2008-02-27 Time 11:18 Rev Time 0.00
Received By adarroug Date 2008-02-27 Time 11:18 Sent To Z
Notes
2008-02-27 11:18:57TO "Z" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2007-12-21 Cont ID  
Sent By mmiller Date 2007-12-21 Time 16:22 Rev Time 0.00
Received By mmiller Date 2007-12-21 Time 16:21 Sent To B
Notes
2007-12-21 16:22:23SENT TO ROBERT MCDOUGAL'S DESK MMILLER
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2007-09-06 Cont ID  
Sent By adarroug Date 2007-09-06 Time 10:52 Rev Time 0.00
Received By adarroug Date 2007-09-06 Time 10:51 Sent To B
Notes
2007-09-06 10:52:22TO "RMCDOUGAL" DESK/RESUB
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Rev No 6 Status N Date 2007-09-04 Cont ID  
Sent By adarroug Date 2007-09-04 Time 15:18 Rev Time 0.00
Received By adarroug Date 2007-09-04 Time 15:18 Sent To Z
Notes
2007-09-04 15:19:11TO "Z" BOX/RESUB
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Rev No 5 Status N Date 2007-08-03 Cont ID  
Sent By adarroug Date 2007-08-03 Time 14:31 Rev Time 0.00
Received By adarroug Date 2007-08-03 Time 14:31 Sent To Z
Notes
2007-08-03 14:31:39TO "Z" BOX/RESUB
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Rev No 4 Status N Date 2007-05-21 Cont ID  
Sent By adarroug Date 2007-05-21 Time 10:17 Rev Time 0.00
Received By adarroug Date 2007-05-21 Time 10:17 Sent To Z
Notes
2007-05-21 10:18:03TO "Z" BOX/RESUB
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Rev No 3 Status N Date 2007-03-09 Cont ID  
Sent By adarroug Date 2007-03-09 Time 10:18 Rev Time 0.00
Received By adarroug Date 2007-03-09 Time 10:18 Sent To E
Notes
2007-03-09 10:18:28TO "BTROBAUB" DESK/RESUB
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Rev No 2 Status N Date 2007-03-07 Cont ID  
Sent By adarroug Date 2007-03-07 Time 09:35 Rev Time 0.00
Received By adarroug Date 2007-03-07 Time 09:35 Sent To Z
Notes
2007-03-07 09:35:33TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-01-11 Cont ID  
Sent By btrobaug Date 2007-01-11 Time 16:12 Rev Time 0.00
Received By btrobaug Date 2006-12-05 Time 10:37 Sent To PC
Notes
2007-01-10 15:52:36 
  
 1/10/07SENT TO ANA MARIA APONTE FOR ZONING REVIEW
2006-12-05 10:37:23TO "MISC" BOX#1
Review Stop Z ZONING
Rev No 6 Status P Date 2008-05-06 Cont ID  
Sent By mflis Date 2008-05-06 Time 10:56 Rev Time 0.00
Received By mflis Date 2008-05-06 Time 10:56 Sent To  
Notes
2008-05-06 10:56:43ZONING REVIEW: PASSED
  
 * EMAILED TO R.BROWN AVAILABLE FOR B REVIEW
  
 MATT FLIS - 822-1445
Review Stop Z ZONING
Rev No 5 Status P Date 2008-03-04 Cont ID  
Sent By mflis Date 2008-03-04 Time 09:36 Rev Time 0.00
Received By mflis Date 2008-03-04 Time 09:36 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status P Date 2007-09-05 Cont ID  
Sent By mflis Date 2007-09-05 Time 16:51 Rev Time 0.00
Received By mflis Date 2007-09-05 Time 16:51 Sent To E
Notes
2007-09-05 16:52:29ZONING REVIEW: PASSED
  
 MATT FLIS - 822-1445
Review Stop Z ZONING
Rev No 3 Status P Date 2007-08-06 Cont ID  
Sent By mflis Date 2007-08-06 Time 10:39 Rev Time 0.00
Received By mflis Date 2007-08-06 Time 10:39 Sent To E
Notes
2007-08-06 10:40:08ZONING REVIEW: PASSED
  
 * TO C. HOOPS FOR ROUTE TO B
  
 MATT FLIS - 822 1445
Review Stop Z ZONING
Rev No 2 Status P Date 2007-03-08 Cont ID  
Sent By mflis Date 2007-03-08 Time 14:25 Rev Time 0.00
Received By mflis Date 2007-03-08 Time 14:25 Sent To  
Notes
2007-03-08 14:27:04ZONING REVIEW: PASSED WITH COMMENTS
  
  
 1) PLEASE CONFIRM THAT EXISTING ROUGH OPENINGS WILL BE
 UTILIZED FOR WINDOWS.
  
 2) PLEASE CONSIDER INSTALLATION OF 6TH WINDOW (FURTHEST
 NORTH); THIS WAS DISCUSSED WITH JOHN AT THE JOBSITE AND
 WILL INCREASE THE AESTHETIC QUALITY OF THE PROJECT.
  
 MATT FLIS 822-1445
Review Stop Z ZONING
Rev No 1 Status F Date 2007-01-10 Cont ID  
Sent By mflis Date 2007-01-10 Time 16:29 Rev Time 0.00
Received By mflis Date 2007-01-10 Time 16:29 Sent To  
Notes
2007-01-10 16:33:43ZONING REVIEW:
  
 DENIED
  
 1) IS BRICK THE ORIGINAL MATERIAL FOR THIS FACADE? IF
 NOT, STUCCO IS BETTER FOR BUILDING ELEVATION.
 2) PLEASE ALIGN WINDOWS TO CREATE SYMMETRY OR SOME
 OTHER PATTERN THAT MAKES SENSE. CAN THE WINDOWS BE
 LOCATED WITHIN THE ORIGINAL ROUGH OPENINGS?
 3) PLEASE REMOVE ARCHED COMPONENT OF WINDOW FRAME.
  
 PLEASE CALL ME AT 822-1445 TO DISCUSS THE OPTIONS FOR
 RENOVATING THIS BUILDING ELEVATION. WE ARE OPEN TO
 OTHER OPPORTUNITIES TO SOLVE THESE ISSUES.
  
 MATT FLIS, SENIOR URBAN DESIGN PLANNER


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