Plan Review Notes
Plan Review Notes For Permit 04110228
Permit Number 04110228
Review Stop B
Sequence Number 3
Notes
Date Text
2005-08-14 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04110228
 ADD: 516 BANYAN BLVD
 "THE PLACE VIA CLEMATIS"
 CONT:THE OPERIS GROUP, CORP.
 TEL: (305)624-0245
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RD REVIEW
 ACTION: DENIED
  
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET
 OR SPECIFICATION PAGE WHERE THE CHANGES
 CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)YOUR RESPONCE TO THIS COMMENT IS
 BMD/LLC, PLEASE PROVIDE THE RECORDED
 DOCUMENT OR IF IT IS A NEW PLAT PROVIDE
 THE PLAT.
 THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.A 'UNITY OF TITLE' SHALL
 BE RECORDED AT THE COUNTY COURTHOUSE.
 SUBMIT A COPY OF THE RECORDED 'UNITY OF
 OF TITLE' DOCUMENT SO THAT FBC TABLE
 600 BOUNDARY LINE REQUIREMENTS MAY BE
 DEEMED NOT APPLICABLE.
  
 3)THIS DOCUMENT MUST BE PROVIDED AS PART
 OF THE PERMIT PACKAGE BEFORE THE PERMIT
 WILL BE ISSUED. FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING
 WHICH IS GREATER THAN (3) STORIES OR 50
 FT IN HEIGHT, OR WHICH HAS AN ASSEMBLY
 OCCUPANCY CLASSIFICATION AS DEINED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER
 OF RECORD. THE "STRUCTURAL INSPECTION
 PLAN" MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A
 BUILDING PERMIT FOR THE CONSTRUCTION OF
 A THRESHOLD BUILDING. THE PURPOSE OF THE
 SRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND
 SCHEDULES SO THAT THE BUILDING CAN BE
 ADEQUATELY INSPECTED FOR COMPLIANCE WITH
 THE PERMITTED DOCUMENTS.
  
 4)RESPONCE TO THIS COMMENT IS SEE SHEET
 1 OF 8? AGAIN THIS DOCUMENT MUST BE PART
 OF THE PERMIT PACKAGE BEFORE ISSUANCE OF
 THIS PERMIT PRIOR TO THE ISSUANCE OF
 THIS PERMIT.
 WPB AMENDMENT 105.13.6. W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY S.
 553.79(5) FLORIDA STATUTES TO THE MIN-
 IMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561)
 805-6711 FOR FURTHER INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 5) W.P.B. AMENDMENT 105.13.4.4 ALL
 PLANS FOR THE BUILDING WHICH ARE
 REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CON-
 TAIN A STATEMENT THAT, TO THE BEST OF
 THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,
 THE PLANS AND SPECIFICATIONS COMPLY WITH
 THE APPLICABLE FIRE-SAFETY STANDARDS AS
 DETERMINED BY THE LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
 THIS IS A THRESHOLD BUILDING THIS
 STATEMENT IS TO BE ON ALL SHEETS
 INCLUDING STRUCTURAL SHEETS. SEE
 REQUIREMENTS FOR THE MEP DRAWINGS TO SEE
 IF EACH OF THESE TRADES QUALIFY AS
 THRESHOLD BUILDING, IF SO THEY ALSO MUST
 HAVE THE SAME STATEMENT ON ALL PAGES.
  
  
 6) FBC* F102.2.7ARCHITECTURAL TRIM,
 TRELLISES, ON BUILDINGS LOCATED IN THE
 FIRE DISTRICT,SHALL BE CONSTRUCTED OF
 APPROVED NON-COMBUSTIBLE MATERIALS OR
 FIRE RETARDANT TREATED WOOD.ANNOTATE
 THE PLANS TO DEMONSTRATE COMPLIANCE.
 A PAINT ON THE SURFACE PRODUCT WILL NOT
 BE ACCEEPTED BY THE BUILDING OFFICIAL.
  
 A NOTE WAS ADDED INDICATING TRELLISES
 SHALL BE OF ALUMINUM BUT THE ORIGINAL
 NOTE WOOD TRELLISES IS STILL THERE,
 "DELETE THE WOOD TRELLIS NOTE!!"ALSO
 DELETE THE NOTES FOR FIRE RETARDANT
 PAINT ON WOOD TRELLISES.
  
  
  
 7) FBC* F102.2.8PERMANENT CANOPIES/
 AWNINGS AND THEIR SUPPORTS, ON BUILDINGS
 LOCATED IN THE FIRE DISTRICT, SHALL BE
 OF NON-COMBUSTIBLE MATERIAL, FIRE
 RETARDANT TREATED WOOD, WOOD OF TYPE
 III SIZES OR OF 1-HOUR RESISTANT
 CONSTRUCTION.ANNOTATE THE PLANS TO
 DEMONSTRATE COMPLIANCE. THE BUILDING
 OFFICIAL HAS RULED THAT A PAINT ON
 RETARDANT WILL NOT BE ACCEPTABLE FOR
 WOOD PRODUCTS. AGAIN DELETE ALL NOTES
 ABOUT WOOD TRIM ON THE EXTERIOR OF THE
 BUILDING.1404.1.1 ARCHITECTURAL TRIM ON
 BUILDINGS OF TYPE I, II AND IV
 CONSTRUCTION NOT MORE THAN THREE STORIES
 OR 40 FT (12.2 M) HIGH MAY BE OFTYPE
 VI CONSTRUCTION, THIS BUILDING IS OVER
 40' TALL.
  
  
 8) FBC* F102.2.4ROOF COVERINGS, ON
 BUILDINGS LOCATED IN THE FIRE DISTRICT,
 SHALL CONFORM TO THE REQUIREMENTS OF
 CLASS A OR B ROOF COVERINGS, AS DEFINED
 IN FBC 1505.ANNOTATE THE PLANS TO
 DEMONSTRATE COMPLIANCE. THE MIAMI-DADE
 REPORT NEOGARD WAS NOT TEST FOR FIRE
 CLASSIFICATION. NO REPORTS WERE
 SUBMITTED FOR ASPHALT UNDERLAYMENT OR
 ROLL ROOFING.NO SUBMITTALS FOR THE
 FINISH ROOF TILE.
  
 *** ALSO NOTE THIS IS A TYPE II
 BUILDINGWHERE THE PLYWOOD ROOF
 SHEATHING IS SPECIFIED ( S2.1 DETAIL
 4)SEE FOOTNOTE (E) TABLE 600, BUILDINGS
 NOT OVER TWO STORIES APPROVED FIRE
 RETARDANT TREATED WOOD MAY BE USED.
  
  
 9) THE PLANS DO NOT PROVIDE
 INFORMATION FOR WORK TO BE COMPLETED IN
 THE PUBLIC PROPERTY. SEE CHAPTER 33,
 WHERE COVERED WALKWAYS WILL BE REQUIRED
 3304, CONSTRUCTION OF WALKWAYS, FENCES
 AND PROTECTIVE COVERINGS. AGAIN THE NOTE
 ONLY COVERS THE UNDERMINING OF THE RIGHT
 OF WAY. NO PRECAUTIONS WERE TAKEN THE
 SHEET PILE ARE NOT IN AND THE ALEY WAY
 IS BEING ERODED AWAY, NO PRECAUTONS TO
 DATE HAVE BEEN TAKEN.
  
  
  
 10) CONCERNS THAT TABLE 600 ISSUES EXIST
 SINCE THE BUILDING IS ON THE PROPERTY
 LINE AND THE ALLEY IS ONLY 14' WIDE.
 SINCE THE STRUCTURE IS DIRECTLY ON THE
 PROPERTY LINE TABLE 600 ISSUES OCCUR.
 PROVIDE DOCUMENTATION AS TO WHAT THE
 VARIANCE WAS GRANTED FOR.
  
 UNTIL COPIES OF THE GRANTED VARIANCE ARE
 RECEIVED NO COMMENT ON 10AOR B.
  
  
 10C) PROVIDE THE EQUIVALENT THICKNESS
 REQUIRED FOR BEARING AND NONBEARING
 CONCRETE BLOCK. SEE 709.3.1. DO NOT
 PROVIDE A UL RATING BUT THE ACTUAL
 EQUIVALENT THICKNESS FROM THE BLOCK
 MANUFACTURE FOR2HR, 3 HR & 4HR WALLS.
  
  
  
 11 SEE DOOR SCHEDULE A.35 IS MISSING
 PROTECTION OF OPENINGS IN INTERIOR
 WALLS,( 705.1.2) SEE TABLE 705.1.2 FOR
 THE REQUIRED RATINGS.PLANS INDICATE THIS
 TO BE A LOUVERED DOOR, PLANS ONLY
 INDICATE FIRE RATED NO RATING, INDICATE
 HOW RATING WILL BE ACHIEVED ON A
 LOUVERED DOOR.
  
  
 12) ADDITIONAL INFORMATION REQUIRED,
 PLANS HAVE A COMMENT STATING "A SEPERATE
 PERMIT REQUIRED", SHEET A35 FOR WINDOWS
 AND DOORS. PRODUCT APPROVALS HAVE BEEN
 SUBMITTED, WHAT ISN'T CLEAR IS IF THESE
 SUBMITTALS ARE TO BE PART OF THIS
 PERMIT.
 ****SINCE THE LAST REVIEW THE BUILDING
 OFFICIAL HAS MADE ME AWARE THAT FOR AN
 ENCLOSED BUILDING WE SHALL HAVE ALL THE
 INFORMATION REQUIRED ( WINDOWS, DOORS
 AND ASSOCIATED ROOFING COMPONENTS)
 BEFORE A PERMIT TO START CONSTRUCTION
 SHALL BE ISSUED.****
  
 12A) THE DOORS OR WINDOWS THAT FACE THE
 SOUTH THAT ARE WITHIN 15' OF THE
 PROPERTY LINE WILL REQUIRE OPENING
 PROTECTIVES. ONCE IN RECEIPT OF THE
 VARIANCE THIS MAY BE RESOLVED.
  
 12B) 1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR
 PROTECTED WITH AN IMPACT RESISTANT
 COVERING MEETING THE REQUIREMENTS OF
 SSTD 12, ASTM E 1886 AND ASTM E 1996 OR
 MIAMI-DADE.
 1) GLAZED OPENINGS LOCATED WITHIN 30
 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.SEE COPY OF CITY OF
 W.P.B. INTERPRETATION OF HURRICANE
 STANDARDS FOR LARGE PROJECTS.
  
 12C) 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 PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 13)FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS- FIXED OR OPERATABLE
 B) PANELWALL-STOREFRONT
 C) GLAZED EXTERIOR DOORS
 D) SOLID EXTERIOR DOORS
 E) MULLIONS
 F) VENTS/ LOUVERS
 G) STRUCTURAL COMPONENTS- TRUSS
 ANCHORS
 CONCRETE ADMIXTURES, RAILINGS
 H) ROOFING PRODUCTS- AND INSULATION.
 THE ABOVE IS MENTIONED AS TO
 REQUIREMENTS TO OBTAIN A BUILDING
 PERMIT. THE NOTES FOUND ON A.35 NOTE
 FOR WINDOWS AND STOREFRONT ARE TO BE
 UNDER A SEPERATE PERMIT.
 ****SINCE THE LAST REVIEW THE
 BUILDING OFFICIAL HAS MADE ME AWARE THAT
 FOR AN ENCLOSED BUILDING WE SHALL HAVE
 ALL THE
 INFORMATION REQUIRED ( WINDOWS, DOORS
 AND ASSOCIATED ROOFING COMPONENTS)
 BEFORE A PERMIT TO START CONSTRUCTION
 SHALL BE ISSUED.****
  
 14) THE 4 GARAGE OPENINGS ON THE SOUTH
 SIDE OF THE BUILDING DO NOT PROVIDE THE
 PRESSURES (POS/NEG) ASSSOCIATED WITH THE
 BUILDING? 1606.6/ ASCE 7-98. THE GARAGE
 DOOR REPORTS MAY OR MAY NOT WORK BECAUSE
 OF LOW PRESSURES?NO FL COVERSHEET MAY
 ALSO REQUIRE A LOCAL PRODUCT APPROVAL.
 THIS MAY ALSO CHANGE ON THE RESULTS
 OF THE VARIANCE, ORIGINALLY A CHAINED
 TYPE GATE OF GARAGE DOOR WAS CONSIDERED.
 IF NOT USING THE GARAGE DOOR REMOVE FROM
 PACKAGE, THE SAME WITH THE FIRELITE
 GLASS.
  
 15) THE WINDOW REPORTS SUBMITTED HAVE
 MULTIPLE TYPES OF GLAZING THAT MAY BE
 USED, HIGHLIGHT OR INDICATE THE SYSTEM
 USED, ALSO LOOK AT THE HEIGHT/WIDTH AND
 PRESSURES, END ZONES -123, WILL THERE BE
 ONE TYPE OF GLAZING FOR END ZONES AND
 ANOTHER FOR INTERIOR ZONES IF SO
 INDICATE?
  
 16) THE R C ALUMINIUM REPORT SUBMITTED
 IS FOR LARGE MISSLE TESTING ONLY NOT
 TESTED FOR PRESSURES.
 A) 2400 ST SLIDING GLASS DOOR
 B) "FX-345" IF IN END ZONE WILL NOT MEET
 THE REQUIRED -123.8
 C) RD 45 ONLY GOOD FOR +- 80 WILL NOT
 MEET END ZONES
 D) STEELCRAFT OUTSWING +- 65 LOW
 PRESSURE FOR INTERIOR ZONES + END ZONES.
  
  
 17) THE R C ALUMINIUM ENTRY DOOR LMI
 INDICATES MAXIMUM DESIGN PRESSURES GOOD
 FOR +/- 80, BUT END ZONES INDICATE -123.
  
 18) STEELCRAFT DOORS INDICATES MAXIMUM
 DESIGN PRESSURE OF +- 65 THESE DOORS
 WILL BE USED ON THE ROOF TOP WHERE THE
 PRESSURES WILL BE -123.
  
 19) ON THE ROOF TOP DECK THE RESTROOMS
 ARE USING INTERIOR DOORS, DOOR# 15 IS A
 INTERIOR DOOR.
 NOTE NO OTHER PRODUCT APPROVALS WERE
 SUBMITTED.
  
 20) A-37 DETAILS 6 & 7, SOFFITS, DROP
 CEILINGS, OR TRAY CEILINGS ALL INDICATE
 THE SAME PHRASE," TO BE PROPERLY
 ANCHORED TO THEUNDERSIDE OF STRUCTURE"
 BUT THE DESIGN TEAM LACKS INDICATING HOW
 TO ACHIEVE THIS TASK?
 104.2.1 W.P.B. ADMINISTRATIVE CODE
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR
 OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES.
 SUCH INFORMATION SHALL BE SPECIFIC AND
 THE TECHNICAL CODES "SHALL NOT BE CITED
 AS A WHOLE OR IN PART, NOR THE TERM
 "LEGAL" OR ITS RQUIVALENT BE USED AS A
 SUBSTITUTE FOR SPECIFIC INFORMATION".
  
 21) TYPE II CONSTRUCTION 604 REQUIRES
 STRUCTURAL MEMBERS TO BE NON
 COMBUSTIBLE.
 A.15 WOOD TRELLIS EIGHTHFLOOR TO BE
 NONCOMBUSTIBLE,1404.1.1 ARCHITECTURAL
 TRIM ON BUILDINGS OF TYPE I, II AND IV
 CONSTRUCTION NOT MORE THAN THREE
 STORIES OR 40 FT (12.2 M) HIGH MAY BE OF
 TYPE VI CONSTRUCTION.THIS BUILDINGS MEAN
 ROOF THEIGHT IS 90FT.
 A.20 THE POOL HOUSE, STAIR AND
 ELEVATION SHEETS INDICATE WOOD RAFTERS.
 A.24 WALL SECTIONS A&D INDICATE THE USE
 OF 5/8" CDX PLYWOOD FOR ROOF SHEATHING.
 ALSO 2X6 WOOD FACIA OVER 1X8?????
 TYPE II CONSTRUCTION, TABLE 600 ROOFS TO
 BE 1HR PROTECTED, NONCOMBUSTIBLE.
  
 22) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 FOR THE POOL HOUSE AND ASSOCIATED
 STRUCTURES ATOP THE BUILDING, NO
 INFORMATION WAS SUBMITTED TO BE ABLE TO
 DO A THROUGH PLAN REVIEW!!!!!!!! ROOF
 FRAMING PACKAGE FOR POOL DECK
 STRUCTURES. THE ONLY ITEM THE POOL
 CONTRACTOR WILL BE PERMITING IS THE
 PLUMBING AND ELECTRICAL.STRUCTURAL
 DETAILS FOR THIS DECK TO BE PART OF THE
 STRUCTURAL PLANS.
  
 S-1.7A/S-1.7B POOL DECK PLANS DO NOT
 INDICATE STRUCTURAL DETAILS FOR THE
 STRUCTURESLOCATED ON THIS FLOOR, PLANS
 INDICATE LIGHT GAUGE STEEL TRUSSES. THE
 ENGINEER OF RECORD TO DESIGN THE
 MAGNITUDE OF LOADS ARE TO BE RESISTED,
 UPLIFT, GRAVITY AND LATERAL LOADS.ALSO R
 THE COLUMN FRAMING FOR THE BREEZEWAYS.
 1606.1.3 ANCHORAGE AGAINST
 OVERTURNING, UPLIFT AND SLIDING.
 STRUCTURALMEMBERS AND SYSTEMS, AND
 COMPONENTS AND CLADDING IN A BUILDING OR
 STRUCTURE SHALL BE ANCHORED TO RESIST
 WIND-INDUCED OVERTURNING, UPLIFTAND
 SLIDING AND TO PROVIDE CONTINUOUS LOAD
 PATHS FOR THESE FORCES TO THE
 FOUNDATION.WHERE A PORTION OF THE
 RESISTANCE TO THESE FORCES IS PROVIDED
 BY DEAD LOAD, THE MINIMUM DEAD LOAD
 LIKELY TO BE IN PLACE DURING A DESIGN
 WIND EVENT SHALL BE USED.
  
 23) STAIRWELLS INDICATE HOW PLANS ARE TO
 COMPLY WITH 11-4..4.2 HEADROOM.THIS
 SECTION OF THE CODE DEALS WITH THE BLIND
 ON THE BOTTOM OF THE STAIRWELL WALKING
 IN UNDERNEATH THE STAIRS AND CAUSING
 INJURY TO THEIR HEAD BECAUSE THIS AREA
 BENEATH THE STAIRWAY WAS NOT ENCLOSED OR
 BLOCKED OFF.
 SEE THIS SECTION OF THE CODE WHAT IS
 REQUIRED!!!!!!!!
  
 24) SHOW COMPLIANCE WITH 412.5 SMOKE
 CONTROL, M-16 SMOKE ZONE CONTROLS/ ZONE
 II, PLANS INDICATE THE USE OF
 PRESSURIZATION, THIS STILL DOESN'T
 REMOVE SMOKE, SEE 412.5.
  
 25) COMMEENT # 28 FROM THE PEVIOUS
 REVIEW:
 BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 25) COMMEENT# 29 FROM THE PREVIOUS
 REVIEW, PLEASE PULL THE ARCHITECTURAL
 AND STRUCTURAL SHEETS OUT TO FORM THERE
 OWN ROLL
 ** TO DATE THIS HAS NOT BEEN COMPLETED**
  
 26) TO EXPEDITE REVIEW OF A RESUBMITTAL
 WHICH REQUIRES NEW PLANS IN ORDER TO
 ADDRESS THE ABOVE COMMENTS, THE OLD
 SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHOULD BE STAPLED/CLIPPED TO THE
 REMAINING OLD SHEETS, TO FORM A SET OF
 'OLD/VOID SHEETS', FOR COMPARISON OF
 REVISIONS WHEN REVIEWING THE RESUBMITTED
 PLANS.
 ***************TO DATE THIS HAS NOT BEEN
 COMPLETED, NONE OF THE OLD REVISED PLANS
 HAVE BEEN SUBMITTED********************
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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