Plan Review Details - Permit 03111139
Plan Review Stops For Permit 03111139
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2004-06-15 Cont ID  
Sent By rbrown Date 2004-05-28 Time 15:42 Rev Time 0.00
Received By rbrown Date 2004-05-28 Time 15:42 Sent To  
Notes
2004-06-15 00:00:00ADDITIONAL RATIONAL ANALYSIS REVIEWED.
 REQUIREMENT FOR STRUCTURAL MULLION RED-
 LINED.
2004-05-28 00:00:00BUILDING PLAN REVIEW
 ***REVISION DENIED***
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 REVISION SUBMITTED 5/26/04 PROPOSING
 ALTERNATIVE STOREFRONT AND DOOR PRODUCTS
  
 1) KAWNEER STOREFRONT PRODUCT APPROVAL,
 FL627.DRAWING SHEET 1 OF THE MIAMI-
 DADE PRODUCT APPROVAL NOA #02-0220.01
 SHOWS A MAXIMUM FRAME HEIGHT OF 114"
 WHICH IS LESS THAN THE 131" PROPOSED ON
 THOMAS TWOMEY, P.E. DRAWING SHEET 2.
 SUBMIT A PRODUCT APPROVAL FOR AN
 APPROPRIATE HORIZONTAL MULLION.
  
 2) KAWNEER STOREFRONT PRODUCT APPROVAL,
 FL627.DRAWING SHEET 1 OF THE MIAMI-
 DADE PRODUCT APPROVAL NOA #02-0220.01
 SHOWS A MAXIMUM PANEL WIDTH OF 48" WHICH
 IS LESS THAN THE 55" WIDTH OF WINDOW
 TYPES D AND E PROPOSED ON THOMAS
 TWOMEY, P.E. DRAWING SHEET 2.THAT 48"
 WIDTH COMBINED WITH THE SPECIFIED 96"
 HEIGHT IS ALSO OUTSIDE THE SCOPE OF THE
 SUBMITTED RATIONAL ANALYSIS CALCULATION.
 SUBMIT ALTERNATIVE PRODUCT APPROVAL.
  
 **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 2004-02-24 Cont ID  
Sent By csiegber Date 2004-05-27 Time 09:24 Rev Time 0.00
Received By rbrown Date 2004-02-24 Time 11:45 Sent To  
Notes
2004-02-24 00:00:00SITE-SPECIFIC AND LOCAL PRODUCT APPROVAL
 DOCUMENTATION.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-02-12 Cont ID  
Sent By rbrown Date 2004-02-12 Time 19:23 Rev Time 0.00
Received By rbrown Date 2004-02-12 Time 16:19 Sent To  
Notes
2004-02-12 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)
  
 A) MODIFIED BITUMEN ROOF SYSTEM. PAGE 15
 OF THE SUBMITTED MIAMI-DADE PRODUCT
 APPROVAL NOA# 01-0524.13 STATES THAT THE
 MAXIMUM DESIGN PRESSURE IS -45 PSF AND
 REFERS TO GENERAL LIMITATION #9
 (PAGE 23) WHICH DOES NOT PERMIT RATIONAL
 ANALYSIS OR EXTRAPOLATION FOR ENHANCED
 FASTENINGS AT PERIMETERS AND CORNERS.
 THE UPLIFT PRESSURES ON THE ROOF FRAMING
 PLAN (SHEET S-2.0) EXCEED THE MAX DESIGN
 PRESSURE.SUBMIT A PRODUCT APPROVAL FOR
 A ROOFING SYSTEM WITH SUFFICIENT UPLIFT
 CAPACITY.NOTE THAT THE ROOFING SYSTEM
 IS REQUIRED BE CLASS A OR B AS THE
 BUILDING IS IN THE FIRE DISTRICT.
  
 B) BARREL ALHAMBRA CLAY TILE.FROM THE
 SUBMITTED MIAMI-DADE PRODUCT APPROVAL
 NOA# 02-0603.04 IT IS NOTED THAT THE
 PROPOSED TILE REQUIRES ADHESIVE SET OR
 MORTAR SET ATTACHMENT.THEREFOR THE
 UNDERLAYMENT WILL BE REQUIRED TO RESIST
 THE UPLIFT PRESSURES STATED ON THE ROOF
 FRAMING PLAN (SHEET S-2.0).SEE COMMENT
 (A) ABOVE.
  
 C) ALUMINUM STOREFRONT.THE SUBMITTED
 MIAMI-DADE PRODUCT APPROVALS
 NOA# 02-1011.03 AND 02-1011.04 WERE
 MISSING DRAWING SHEETS 1 TO 8 AND 1 TO 6
 RESPECTIVELY, THESE HAVE BEEN PRINTED
 FROM THE MIAMI-DADE WEBSITE AT
 WWW.MIAMIDADE.GOV/BUILDINGCODE/PC-SEARCH
 _APP.ASP AND INSERTED.BY REFERING TO
 DRAWING SHEET 1 IT IS NOTED THAT THE
 ROUGH OPENING HEIGHTS AT DOOR TYPES I,
 IV, V AND VI ALL EXCEED THE MAXIMUM
 HEIGHT ALLOWED BY THE PRODUCT APPROVAL.
 ALSO, THE WIDTHS OF WINDOW TYPES B, C,
 D AND E ALL EXCEED THE MAXIMUM WIDTH
 (VERTICAL MULLION SPACING) ALLOWED BY
 THE PRODUCT APPROVAL.SUBMIT A PRODUCT
 APPROVAL FOR A STOREFRONT/FIXED WINDOW
 SYSTEM THAT IS APPLICABLE TO THE OPENING
 SIZES PROPOSED.
  
 D) HOLLOW METAL DOORS AND FRAMES.THE
 DOCUMENT SUBMITTED FOR PRODUCT APPROVAL
 APPEARS TO BE A CECO DOOR PRODUCTS
 DOCUMENT BEING USED TO CERTIFY DOORS
 MANUFACTURED BY CECO DOOR PRODUCTS.
 FL. ADMIN CODE RULE 9B-72 REQUIRES THAT
 AN APPLICATION FOR PRODUCT APPROVAL
 INCLUDE THE NAME, ADDRESS, REPORTS AND
 REPORT NUMBERS OF THE TESTING ENTITY,
 THE EVALUATION ENTITY OR THE
 CERTIFICATION ENTITY.THAT INFORMATION/
 DOCUMENTATION HAS NOT BEEN PROVIDED.
  
 NOTE:
  
 THE PRODUCT APPROVAL SHEETS SHALL BE
 MARKED, AS APPROPRIATE, TO IDENTIFY
 WHICH PRODUCT OPTIONS/MATERIALS/SIZES
 ARE TO BE USED.
  
 FOR PRODUCTS WHICH DO NOT HAVE STATEWIDE
 PRODUCT APPROVAL, LOCAL PRODUCT APPROVAL
 CAN BE ACHIEVED IF THERE IS A QUALITY
 ASSURANCE PROGRAM IN PLACE WITH A STATE
 APPROVED QUALITY ASSURANCE ENTITY.IF
 NEITHER IS APPLICABLE, THEN SITE
 SPECIFIC APPROVAL IS REQUIRED.LOCAL
 PRODUCT APPROVAL WILL ALLOW A PRODUCT TO
 BE USED, IN ACCORDANCE WITH THE TEST
 CRITERIA, THROUGHT THE JURISDICTION OF
 WEST PALM BEACH.SITE SPECIFIC PRODUCT
 APPROVAL WILL ALLOW A PRODUCT TO BE
 USED ONLY ON THE PROJECT FOR WHICH THAT
 SITE SPECIFIC APPROVAL IS GRANTED.
 LOCAL AND SITE SPECIFIC PRODUCT APPROVAL
 APPLICATION FORMS ARE AVAILABLE FROM
 THIS OFFICE.APPROVED QUALITY ASSURANCE
 ENTITIES ARE LISTED ON THE DCA WEBSITE:
 WWW.FLORIDABUILDING.ORG/COMMON/C_ORG_
 REGI_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 2 Status F Date 2004-02-05 Cont ID  
Sent By rbrown Date 2004-02-05 Time 13:47 Rev Time 0.00
Received By rbrown Date 2004-02-05 Time 13:47 Sent To  
Notes
2004-02-05 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 IMPACT FEES.SUBMITTAL OF AN ESTIMATE,
 FROM PALM BEACH COUNTY, OF IMPACT FEES
 DUE, IS NOTED. 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.
  
 FBC 13-103.1.2SHEET 2 OF THE SUBMITTED
 ENERGY CODE COMPLIANCE FORMS SHALL BE
 SIGNED BY THE BUILDING OWNER, THE
 OWNER'S ARCHITECT OR OTHER AUTHORIZED
 AGENT LEGALLY DESIGNATED BY THE OWNER.
  
 FL ADMIN CODE RULE 9B-72. PRODUCT APPR.
 A SEARCH AT THE DEPT OF COMMUNITY
 AFFAIRS PRODUCT APPROVAL WEBSITE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP
 SHOWS NO MATCHING STATEWIDE PRODUCT
 APPROVAL FOR THE 'U.S. ALUMINUM CORP.'
 STOREFRONT (NOA# 02-1011.04)) OR THE
 'STEELCRAFT' HOLLOW METAL DOOR (NOA#
 01-0129.12) THAT HAVE BEEN REFERENCED ON
 SHEET A-6.0.
 SPECIFY AN ALTERNATIVE THAT HAS
 STATEWIDE OR LOCAL PRODUCT APPROVAL.
 THE PRODUCT APPROVAL SHEETS SHALL BE
 MARKED, AS APPROPRIATE, TO IDENTIFY
 WHICH PRODUCT OPTIONS/MATERIALS/SIZES
 ARE TO BE USED.
 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 2004-01-05 Cont ID  
Sent By rbrown Date 2004-01-05 Time 16:14 Rev Time 0.00
Received By rbrown Date 2004-01-05 Time 16:14 Sent To Z
Notes
2004-01-05 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) 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.
  
 2) THE SUBMITTED SITE SURVEY STATES THE
 PROPERTY ADDRESS AS 5709 S. DIXIE HWY.
 AMEND TO 5705 S. DIXIE HWY.
  
 3) THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.SUBMIT A COPY OF THE 'UNITY
 OF TITLE' DOCUMENT SO THAT FBC TABLE 600
 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE.
  
 4) FBC 11-4.6.3SHEET A-1.0RAMPS FROM
 ACCESSIBLE PARKING TO SIDEWALK.CURB
 RAMPS MUST BE LOCATED OUTSIDE OF THE
 PARKING ACCESS AISLE.THE RAMP AS SHOWN
 ENCROACHES ON THE 5' WIDE PARKING ACCESS
 AISLE.AMEND THE PLAN.
  
 5) FBC 13-101.1.6SHELL BUILDINGS.
 THE WHOLE BUILDING (INCL. FUTURE TENANT
 SPACE) SHALL BE CONSIDERED.SHELL
 BUILDINGS SHALL BE SHOWN TO COMPLY WITH
 METHOD B (SEE SUB-CHAPTER 4).ALL
 ASSUMPTIONS MADE ABOUT SYSTEMS, NOT
 SHOWN ON THE CURRENT PLANS, SHALL BE
 LISTED AND APPENDED TO THE FORM 400B FOR
 SUBMITTAL.THIS WILL BE COMPARED TO THE
 ACTUAL SYSTEMS PROPOSED, AT A LATER, FOR
 INSTALLATION BY THE TENANT(S).THE
 ASSUMPTIONS LISTED ON THE APPENDIX SHEET
 SHALL BE AT LEAST THE MINIMUM STANDARD
 (LIGHTING, HVAC ETC) TO ALLOW THE WHOLE
 BUILDING TO BE OCCUPIED FOR IT'S
 INTENDED PURPOSE.
  
 6) FBC 13-103.1.2THE SUBMITTED ENERGY
 CODE COMPLIANCE FORMS WERE NOT SIGNED
 BY EITHER THE BUILDING OWNER, THE
 OWNER'S ARCHITECT OR OTHER AUTHORIZED
 AGENT LEGALLY DESIGNATED BY THE OWNER.
 ALSO THE ARCHITECT'S REGISTRATION NUMBER
 WAS NOT ENTERED ON SHEET TWO.ADDRESS
 THESE ITEMS TOGETHER WITH COMMENT 5.
  
 7) FBC 1403.3MASONRY VENEER.ANNOTATE
 THE PLANS GIVE THE SPECIFICATION FOR
 ATTACHMENT OF THE MASONRY VENEER.
  
 8) FBC 2309.7ATTIC VENTILATION.
 SHEET A-5.0, SECTION 1.ATTIC SPACE
 SHALL BE VENTILATED. AMEND THE "UNVENTED
 ATTIC" ANNOTATION ON SECTION 1.
  
 9) SHEET S-2.2, DETAIL 10, TYPICAL WALL
 SECTION AT ROOF EAVES.THE STATED
 1515 LB UPLIFT CAPACITY OF THE HETAL 16
 TRUSS ANCHOR EXCEEDS THE UPLIFT GIVEN IN
 THE 2003 SIMPSON CATALOGUE FOR 1-PLY
 TRUSS APPLICATION.AMEND THE DETAIL.
  
 10) SHEET S-2.2, DETAIL 12, GIRDER TRUSS
 CONNECTION TO STEEL BEAM.THE STATED
 2310 LB UPLIFT CAPACITY OF THE LTTI31
 TENSION TIE EXCEEDS THE UPLIFT GIVEN IN
 THE 2003 SIMPSON CATALOGUE.AMEND THE
 DETAIL.
  
 11) FBC 704.3SHEET S-2.2, DETAILS 4, 6
 AND 7.SUBMIT JUSTIFICATION (UL LISTING
 OR EQUIVALENT) FOR THE PROPOSED USE OF
 2X8 FIRE TREATED PLATE IN THE TENANT
 FIRE SEPARATION WALL OR AMEND THE DETAIL
  
 12) FBC 1606.1.7WIND LOAD.THE PLANS
 SHALL STATE EXTERIOR COMPONENT AND
 CLADDING DESIGN WIND PRESSURES FOR THE
 DOORS AND WINDOWS AND FOR THE ROOF.
  
 13) FBC* 2306.1ROOF SHEATHING NAIL
 SPACING.AMEND THE PLANS TO SPECIFY
 THE FASTENER TYPE AND SPACING.
  
 14) SUBMIT PRODUCT APPROVALS FOR THE
 WINDOWS, EXTERIOR DOORS AND ROOF.
 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
  
 15) 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 2 Status P Date 2004-01-26 Cont ID  
Sent By dpalmer Date 2004-01-26 Time 15:57 Rev Time 0.33
Received By dpalmer Date 2004-01-26 Time 15:52 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-12-04 Cont ID  
Sent By dpalmer Date 2003-12-04 Time 11:04 Rev Time 1.00
Received By dpalmer Date 2003-12-04 Time 10:28 Sent To  
Notes
2003-12-04 00:00:00******** UNSAT *****************
  
 1)NOTE: PLEASE SIGN PLANS WITH A MIN
 SIGNATURE CONATINING FIRST AND LAST NAME
 AS SIGNED WITH THE FBPE'S.
 THIS OFFICE HAS RECEIVED NOTICE AND HAS
 BEEN DIRECTED FROM THE STATE BORAD OF
 PE`S THAT INITIALS ARE NOT ACCEPTABLE.
 PLANS ARE REQ'D TO BE SIGNED.
  
  
 PLEASE SEE THAT THIS IS THE ONLY COMMENT
 PLEASE SUBMIT THE ABOVE FOR REVIEW.
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2004-02-10 Cont ID  
Sent By mamini Date 2004-02-10 Time 09:40 Rev Time 1.00
Received By mamini Date 2004-02-10 Time 09:40 Sent To  
Notes
2004-02-10 00:00:00PASSED WITH PROVISOS:
 1. THE APPLICANT (G.C.) TO COMPLY WITH
 REVIEW COMMENTS BY PUBLIC UTILITIES &
 ENGINEERING SERVICES, SHEET 1 OF 3.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2004-01-26 Cont ID  
Sent By csiegber Date 2004-02-05 Time 12:27 Rev Time 1.00
Received By mamini Date 2004-01-26 Time 13:24 Sent To  
Notes
2004-01-26 00:00:00FAILED:
 1. PLEASE NOTE THAT ONLY ONE SET OF
 CIVIL PLANS IS PROVIDED, BOTH SETS OF
 PERMIT PLANS SHOULD HAVE CIVIL INCLUDED.
 2. PLEASE INCLUDE POLLUTION/EROSION
 CONTROL DESIGN IN CIVIL PLAN, IT MUST BE
 INSTALLED IN FIELD PRIOR TO ANY EARTH-
 WORK.
 3. ALL OFF STREET PARKING STALLS MUST BE
 PAINTED WITH DOUBLE 4" WIDE STRIPES PER
 CITY REQUIREMENTS.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2004-01-06 Cont ID  
Sent By mamini Date 2004-01-06 Time 13:42 Rev Time 5.00
Received By mamini Date 2004-01-06 Time 13:41 Sent To  
Notes
2004-01-06 00:00:00FAILED:
 1. PLEASE SUBMIT CIVIL PLANS FOR OUR
 REVIEW AND APPROVAL, PLANS MUST INCLUDE
 DRAINAGE SYS AND MUST BE DESIGNED PER
 CITY OF WPB CRITERIA AND REQUIREMENTS.
 2. PLEASE SUBMIT CIVIL PLANS TO THE
 PUBLIC UTILITIES AND ENGINEERING FOR ALL
 THE CONNECTION TO CITY SERVICES AND FOR
 THE LOCATION OF METER, BACKFLOWS, ETC.
 ATT; MANNY GONZALEZ 659-8040, PLANS MUST
 BE STAMPED PRIOR TO SUBMITTING TO
 COSTRUCTION SERVICES FOR PERMITTING.
 3. PLEASE INCLUDE PERVIOUS AND
 IMPERVIOUS AREA IN DRANAGE CALCULATION
 FOR THE ENTIRE SITE.
 4. PLEASE INCLUDE POLLUTION PREVENTION
 PLANS, PLANS MUST INSTALLED IN FIELD
 PRIOR TO ANY CONSTRUCTION/ EARTH WORK.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2004-01-22 Cont ID  
Sent By mcarsill Date 2004-01-22 Time 16:10 Rev Time 0.00
Received By mcarsill Date 2004-01-22 Time 16:10 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-12-08 Cont ID  
Sent By mcarsill Date 2003-12-08 Time 12:30 Rev Time 0.00
Received By mcarsill Date 2003-12-08 Time 12:30 Sent To  
Notes
2003-12-08 00:00:001) FIRE LIMITS CERTAIN RESTRICTIONS WILL
 APPLY. ALL WOOD SHALL BE FIRE
 RETARDANT.
  
 2) BATHROOM DOOR IN SPACE # 2 OPENS
 INTO AN AREA THAT DOES NOT ALLOW THE
 REQUIRED 44" AISLE. SPACE # 7 IS ALSO
 THE SAME.
  
 3) PLEASE INDICATE EXIT DISCHARGE.
 EXIT DISCHARGE SHALL BE AT LEAST
 TEN FEET HIGH, TEN FEET WIDE.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2004-10-15 Cont ID  
Sent By csiegber Date 2004-10-15 Time 16:36 Rev Time 0.00
Received By csiegber Date 2004-10-15 Time 16:36 Sent To P
Notes
2004-10-15 00:00:00TO KS DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2004-08-24 Cont ID  
Sent By csiegber Date 2004-08-24 Time 15:53 Rev Time 0.00
Received By csiegber Date 2004-08-24 Time 15:53 Sent To P
Notes
2004-08-24 00:00:00TO KS BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2004-08-06 Cont ID  
Sent By csiegber Date 2004-08-06 Time 15:49 Rev Time 0.00
Received By csiegber Date 2004-08-06 Time 15:49 Sent To P
Notes
2004-08-06 00:00:00TO KS BOX/SUBMITTAL - PROVISO
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-05-27 Cont ID  
Sent By csiegber Date 2004-05-27 Time 09:24 Rev Time 0.00
Received By csiegber Date 2004-05-27 Time 09:24 Sent To B
Notes
2004-05-27 00:00:00TO RB DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-02-05 Cont ID  
Sent By csiegber Date 2004-02-05 Time 12:27 Rev Time 0.00
Received By csiegber Date 2004-02-05 Time 12:27 Sent To ENG
Notes
2004-02-05 00:00:00SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-01-21 Cont ID  
Sent By csiegber Date 2004-01-21 Time 12:14 Rev Time 0.00
Received By csiegber Date 2004-01-21 Time 12:14 Sent To  
Notes
2004-01-21 00:00:00TO COMM BD#32
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-01-09 Cont ID  
Sent By rbrown Date 2004-01-09 Time 11:25 Rev Time 0.00
Received By rbrown Date 2003-11-21 Time 16:05 Sent To  
Notes
2003-11-21 00:00:00TO COMM BD#43
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2004-02-02 Cont ID  
Sent By pkrauss Date 2004-02-02 Time 08:29 Rev Time 0.45
Received By pkrauss Date 2004-02-02 Time 07:55 Sent To  
Notes
2004-02-02 00:00:00PROVISO:
 CONDENSING UNIT STANDS SHALL COMPLY WITH
 2001 FBC 1511.7 FOR MINIMUM HEIGHT
 REQUIREMENT.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-12-09 Cont ID  
Sent By pkrauss Date 2003-12-09 Time 14:03 Rev Time 0.40
Received By pkrauss Date 2003-12-09 Time 14:03 Sent To  
Notes
2003-12-09 00:00:00PROVISO: PERMIT IS FOR THE SHELL ONLY
  
 PLEASE NOTE, PLAN SHEET M-1 DETAIL C.U.
 SUPPORT DETAIL INDICATES 18". 18" SHALL
 BE FROM THE ROOF SURFACE TO THE BOTTOM
 OF THE SUPPORT RAIL.
  
 FRESH AIR INTAKES SHALL BE A MINIMUM OF
 10 FT FROM EXHAUST.
  
 PLEASE PROVIDE EQUIPMENT SCHEDULE & O.A
 AND ENERGY CALCULATIONS WITH PERMIT
 APPLICATION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 7 Status P Date 2004-10-15 Cont ID  
Sent By kstevens Date 2004-10-15 Time 18:04 Rev Time 0.50
Received By kstevens Date 2004-10-15 Time 18:04 Sent To  
Notes
2004-10-15 00:00:00REVISION APPROVED
  
 CHANGED MATERIAL OF COLLECTOR HEAD AND
 DOWNSPOUT OF ROOF DRAIN FROM COPPER TO
 ALUMINIUM.
Review Stop P PLUMBING
Rev No 6 Status P Date 2004-10-07 Cont ID  
Sent By csiegber Date 2004-10-15 Time 16:36 Rev Time 0.50
Received By kstevens Date 2004-10-07 Time 10:21 Sent To  
Notes
2004-10-07 00:00:00REVISION OK - DELETED AUTOMATIC FILL FOR
 FOUNTAIN - ADDED DRAIN TO FOUNTAIN -
 SHEETS SK-1, SK-2, SK-3.
Review Stop P PLUMBING
Rev No 5 Status F Date 2004-09-18 Cont ID  
Sent By kstevens Date 2004-09-18 Time 07:59 Rev Time 0.50
Received By kstevens Date 2004-09-18 Time 07:59 Sent To  
Notes
2004-09-18 00:00:00DENIED
 REFERENCE: FLORIDA STATUTES
  
 THE ENGINEER OF RECORD SHALL SIGN AND
 SEAL ALL REVISIONS TO A SIGNED AND SEAL-
 ED SET OF PLANS THAT WERE PREPARED BY
 THE ENGINEER OF RECORD.
  
 THE ARCHITECT SHALL NOT SIGN AND SEAL
 DRAWINGS WHICH WERE NOT PREPARED BY THE
 ARCHITECT. FS 481.221(4)
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 4 Status P Date 2004-08-16 Cont ID  
Sent By csiegber Date 2004-08-24 Time 15:53 Rev Time 0.50
Received By kstevens Date 2004-08-16 Time 17:34 Sent To  
Notes
2004-08-16 00:00:00SUBMITTALS APPROVED FOR FOUNTAIN. - THE
 REVISIONS FOR SANT. AND WATER HAVE BEEN
 DENIED. REVISIONS TO A SIGNED/SEALED SET
 OF PLANS SHALL SIGNED/SEALED/DATED BY
 THE ARCH./ENG. OF RECORD.
Review Stop P PLUMBING
Rev No 3 Status P Date 2004-02-24 Cont ID  
Sent By csiegber Date 2004-08-06 Time 15:49 Rev Time 1.00
Received By kstevens Date 2004-02-24 Time 16:14 Sent To  
Notes
2004-02-24 00:00:00PASSED/PROVISO
  
 FOUNTAIN SHALL DRAIN TO SANITARY.
 PROVIDE A REVISION SHOWING PIPING FOR
 FOUNTAIN DRAIN.
Review Stop P PLUMBING
Rev No 2 Status F Date 2004-01-17 Cont ID  
Sent By kstevens Date 2004-01-17 Time 08:57 Rev Time 0.50
Received By kstevens Date 2004-01-26 Time 18:54 Sent To  
Notes
2004-01-27 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
  
 1) WATER SUPPLY TO FOUNTAIN REQUIRES
 BACKFLOW PROTECTION. 608.13.2
 2) FOUNTAIN REQUIRES A DRAIN AND OVER-
 FLOW. SUBMIT DETAILS - DRAIN TO SANITARY
 AND OVERFLOW TO STORM OR DRYWELL
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-12-13 Cont ID  
Sent By kstevens Date 2003-12-13 Time 14:55 Rev Time 1.50
Received By kstevens Date 2003-12-13 Time 14:02 Sent To  
Notes
2003-12-13 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FLA. ADMIN. CODE
 FLA. STATUTES
  
 1) PROVIDE INFORMATION AND DETAIL FOR
 UPPER ROOFS ON SHT A1.0 SHOWING PRIMARY
 AND SECONDARY ROOF DRAINS, ROOF SIZE
 AND 1/2 AREA OF PARAPET WALLS, DRAIN
 SIZE ECT. SECTIONS 1106, AND 1107 AND
 ALL SUBSECTIONS.
 2) 3" SECONDARY DRAIN SHOWN ON SHT A1.0
 ARE NOT ACCEPTABLE. SECTION 1107.3 -
 MINIMUM OPENING FOR OVERFLOW SCUPPERS
 SHALL BE 3 TIMES THE CROSS SECTIONAL
 AREA OF PRIMARY DRAINS. (22"). THE
 OVERFLOW SCUPPER WILL HAVE TO BE A
 MINIMUM OF 6", OR A 6X4 RETANGLE.
 3) SEPARATE PLANS/PERMIT REQUIRED FOR
 FOUNTAIN. SHOW WATER SUPPLY, DRAIN, AND
 OVERFLOW LINES FOR FOUNTAIN. 104.2.1
 4) ENGINEER'S SIGNATURE REQUIRED ON SEAL
 PER FAC 61G15-23.002(1) & FS 471.025
 INITALS ON ACCEPTABLE PER FBPE & BLDG.
 OFFICIAL.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2004-01-08 Cont ID  
Sent By rbrown Date 2004-01-05 Time 17:43 Rev Time 0.50
Received By sgraham Date   Time   Sent To  
Notes
2004-01-08 00:00:00MONUMENT SIGN NOT APPROVED AS PART OF TH
 IS PERMIT.
 CITY COMMISSION MUST DESIGNATE ALLEY AS
 ONE-WAY OR ACCESS EASEMENT SHALL BE PROV
 IDED PRIOR TO C.O.


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