Plan Review Details - Permit 01101112
Plan Review Stops For Permit 01101112
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2002-09-25 Cont ID  
Sent By lmartine Date 2002-09-25 Time 13:19 Rev Time 1.00
Received By lmartine Date   Time   Sent To  
Notes
2002-09-25 00:00:00APPROVED REVISION FOR WINDOWS AWNING TO
 FIXED
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2002-09-13 Cont ID  
Sent By hpiskura Date 2002-09-13 Time 07:48 Rev Time 0.00
Received By hpiskura Date 2002-09-13 Time 07:48 Sent To  
Notes
2002-09-13 00:00:00PRODUCT CONTROL NOTICE OF ACCEPTANCE
 01-0129.09 HAS AN ILLEGIBLE DRAWING.
  
 PRODUCT APPROVALS NOT INCLUDED WITH THE
 ORIGINAL PERMIT APPLICATION REQUIRE A
 SEPARATE PERMIT AND FEES.
  
 THIS SAME REJECTION HAS BEEN PROVIDED
 TO THIS CONTRACTOR AND OWNER PREVIOUSLY.
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2002-08-05 Cont ID  
Sent By hpiskura Date 2002-08-05 Time 14:41 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-08-05 00:00:00PRODUCT APPROVALS OR NOTICE OF
 ACCEPTANCE REPORTS NOT INCLUDED WITH
 THE ORIGINAL PERMIT APPLICATION REQUIRE
 A SEPARATE PERMIT AND FEES PAID TO THE
 CITY.
  
 THE MIAMI DADE NOA 00-0315.02 HAS
 SEVERAL PAGES OF THE DRAWING THAT ARE
 ILLEGIBLE.WITH THE NEW PERMIT
 APPLICATION INCLUDE TWO, LEGIBLE COPIES
 OF THE
 NOA, WITH THE COMPONENTS CLEARLY MARKED.
2002-07-17 00:00:00RE: PRODUCT APPROVALS SUBMITTED 7/16/02
  
  
 A SEPARATE PERMIT AND FEES ARE REQUIRED
 FOR WINDOWS AND DOORS WHEN THE
 EVALUATION OR NOTICE OF ACCEPTANCE
 REPORTS ARE NOT INCLUDED WITH THE
 ORIGINAL BUILDING PERMIT.
  
 METRO-DADE NOA 99-0218.01 IS EXPIRED.
  
 READ EACH REPORT AND PROVIDE THE
 NECESSARY INFORMATION CONTAINED IN
 THOSE REPORTS TOGETHER WITH THE PERMIT
 APPLICATION.BE SURE ALL PAGES ARE
 LEGIBLE AND THE DESIGN LOADS, SIZES,
 SPANS, ETC. ARE COMPATIBLE WITH THE
 ORIGINAL PLAN DESIGN INFORMATION.
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2002-03-19 Cont ID  
Sent By hpiskura Date 2002-03-19 Time 08:35 Rev Time 0.25
Received By hpiskura Date   Time   Sent To  
Notes
2002-03-19 00:00:00IMPACT 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
 233-5025 FOR MORE INFORMATION.
  
 PROVIDE A COPY OF THE NOTICE OF
 COMMENCEMENT THAT HAS BEEN FILED WITH
 THE CLERK OF THE CIRCUIT COURT FOR THIS
 WORK.
  
 PAY THE REMAINDER OF THE PERMIT FEES
 DUE TO THE CITY OF WEST PALM BEACH.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2002-03-13 Cont ID  
Sent By hpiskura Date 2002-03-13 Time 13:10 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-03-13 00:00:00THE PLANS SIGNED, SEALED AND DATED BY
 JOSEPH T. LATERZA, PE MARCH 8, 2002
 CONTINUE TO HAVE INCOMPLETE AND
 INCORRECT INFORMATION.THIS IS THE
 FIFTH REJECTION AND IS BEING FILED WITH
 THE FLORIDA BOARD OF PROFESSIONAL
 ENGINEERS.
  
  
 THE LETTER ATTACHED TO THOSE PLANS
 TITLED "ATTENTION HAROLD PISKURA" SEEKS
 TO
 ADDRESS PREVIOUS REVIEW COMMENTS.THE
 ENGINEER ALLEGES "RECOGNITION" AND
 "APPROVAL" IN ACCORDANCE WITH NER
 REPORT405 AND THE METRO-DADE ACCEPTANCE
 REPORT#99-0223.07
  
 1BOTHREPORTS SPECIFY A MINIMUM OF
 20GAUGE METAL STUDS.THE LATERZA PLAN
 SPECIFIES A 25 GAUGE METAL STUD WHICH
 IS OF LESS MATERIALVALUE.
  
 2BOTH REPORTS REQUIRE THE
 INCORPORATION OF 5/8 INCH PLYWOOD
 SHEATHING SUBSTRATE AS A CONDITION OF
 USE FOR THE "HARDIPANEL" TO COMPLY WITH
 THOSE LISTINGS.HERE, THE ENGINEER
 PROPOSES THE SUBSTITUTION OF "DUROCK"
 FOR THAT OF THE PLYWOOD.LATERZA
 PROVIDES NOTHING TO DEMONSTRATE THAT
 "DUROCK" IS AN EQUAL AND ALTERNATE
 MATERIAL TO THE PLYWOOD, (STRUCTURAL
 PANELS) SPECIFIED IN THE ACCEPTANCE
 REPORTS.
  
 THE ENGINEER PROPOSES ATTACHING THE
 "DUROCK" TO THE METAL STUDS OVER TWO
 LAYERS OF TYPE X DRYWALL WITH TYPE "S"
 DRYWALL SCREWS SPACE 12" CENTER TO
 CENTER.THE "HARDIPANEL" IS THEN TO BE
 APPLIED USING "ET-F PIN 2 1/2" LONG X 0.
 10 KNURLED SHANK X 0.25 HD PIN FASTNER
 ES 4144 4" OC EDGE 8" OC FIELD ( PER
 NER-405 REPORT) SEE ATTACHED SPECS"
  
 3DUROCK, A US GYPSUM PRODUCT,HAS ITS
 OWN LISTINGS WITH RECOGNIZED AGENCIES,
 INCLUDING SBCCI.THESE WERE NOT
 INCLUDED WITH THE PLANS SUBMITTAL.
 THOSE LISTINGS FOR EXTERIOR USE OF THAT
 PRODUCT REQUIRE A PROPRIETARY OR
 CORROSION RESISTANT FASTENER AND A
 WATERPROOF BARRIER.THE FASTENER
 SPACING IN THOSE LISTINGS ARE A MAXIMUM
 OF 8" OC
 WHICH DOES NOT COMPARE FAVORABLY WITH
 THE ENGINEER'S SPECIFICATION OF AN
 DRYWALL SCREW INTENDED FOR INTERIOR USE
 AND AT A 50% GREATER SPACING.
  
 4THE ET&F PIN THAT THE ENGINEER
 PROPOSES ATTACHING THE HARDIPANEL TO
 THE WALL SYSTEM IS A PNEUMATICALLY
 DRIVEN FASTENER INTENDED FOR THE
 INSTALLATION OF GYPSUM LIKE MATERIALS
 TO METAL STUDS.
  
 TO MAKE THE ASSUMPTION THAT SUCH A
 FASTENER APPLIED IN THE "FIELD 8" OC"
 AND TO HAVE ANY STRUCTURAL VALUE WHEN
 LOADED IN WITHDRAWL, FROM DRYWALL AND
 DUROCK CANNOT BE CONSIDERED GOOD
 ENGINEERING JUDGEMENT AND IS IN DIRECT
 CONTRADICTION OF THE EVALUATION REPORTS
 THAT JOSEPH LATERZA, PE
 SAYS ARE HIS RECOGNIZED METHODOLOGIES.
  
 THE USE OF THESE PRODUCTS IS NOT
 ALLOWED UNLESS THEY ARE USED IN
 ACCORDANCE WITH THEIR LISTINGS, OR
 SUBSTANTIAL EVIDENCE AS AN ALTERNATE
 METHOD AS PROVIDED FOR IN SBC 103.7.
  
 TO DATE NEITHER OF THESE OPTIONS HAS
 BEEN ACCOMPLISHED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2002-03-04 Cont ID  
Sent By hpiskura Date 2002-03-04 Time 09:09 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-03-04 00:00:00THE METRO-DADE NOTICE OF ACCEPTANCE FOR
 THE JAMES HARDIE BUILDING PRODUCT IS
 INCOMPLETE.HOWEVER THOSE TWO PAGES
 ARE PREDICATIED UPON THE USE OF PLYWOOD
 SHEATHING AS A SUBSTRATE, WHICH IS NOT
 ALLOWED IN NON-COMBUSTIBLE EXTERIOR
 WALL CONSTRUCTION.
  
 THE EXCERPT FROM NER 405, PAGE 15 OF
 32,HAS HI-LITED THE UBC.THE CITY OF
 WEST PALM BEACH AT THE TIME OF THIS
 APPLICATION WAS USING THE SBC AND 110
 MPH.THAT SAME PAGE SHOWS SBC @ 100
 MPH.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2002-02-12 Cont ID  
Sent By hpiskura Date 2002-02-12 Time 07:53 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-02-12 00:00:00THE CUT SHEET LABELED "JAMES HARDIE"
 DOES NOT HAVE THE INFORMATION NECESSARY
 FOR THE PRODUCT TO DETERMINE CODE
 COMPLIANCE.OBTAIN THE NER-405 REPORT
 AND DETERMINE THE PARTICULAR
 APPLICATION METHOD.
  
 PROVIDE A SPECIFIC FIRE DESIGN FOR THE
 REQUIED TWO HOUR RATED WALLS.SEE SBC
 701.5.2.THIS WAS REQUESTED IN THE
 PREVIOUS CODE COMMENTS.
  
 SHOW THE REQUIRED 2 HOUR FIRE RATED
 OCCUPANCY SEPARATION IN ACCORDANCE WITH
 SBC 704.1.1 AS PREVIOUSLY REQUESTED.
  
 PROVIDE A COPY OF THE SIGNED CONTRACT
 TOGETHER WITH A DETAILED TAKEOFF,
 INCLUDING EXTENSIONS, TO JUSTIFY THE
 DECLARED PERMIT VALUATION.
  
 PLEASE COLLATE THE PLANS INTO TWO
 CONCISE SETS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-01-07 Cont ID  
Sent By hpiskura Date 2002-01-07 Time 14:53 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-01-07 00:00:00THE EXTERIOR WALL ON THE NORTH ELEVATION
 IS REQUIRED TO BE 2 HR FIRE RATED WITH
 OPENING PROTECTIVES.SEE SBC TABLE 600
 FOR TYPE V CONSTRUCTION, EXTERIOR
 NON-BEARING WALLS, OVER 3FT TO 10FT.
 SEE ALSOFOOTNOTES (B) AND (C).REVISE
 AS NECESSARY, INCLUDE THE FIRE DESIGN
 NUMBER, SEE SBC 701.5.2.THIS WAS NOTED
 ON THE 11/13/01 COMMENT LIST.
  
  
  
 PLEASE PROVIDE INFORMATION ON THE "HARDI
 BOARD" SIDING AS TO ITS SUITABILITY AS
 A STRUCTURAL SHEATHING.
  
 WHAT IS THE NATURE AND CHARACTER OF THE
 GOODS TO BE STORED IN THE WAREHOUSE?
 SEE SBC 104.2 AND SBC 312.2.
  
 SHOW THE FIRE DESIGN FOR THE MIXED
 OCCUPANCY SEPARATION.SEE SBC 704.1.1,
 INCLUDE THE OPENING PROTECTIVES.
  
 SHEET 3 OF 4 WIND LOAD SCHEDULE, SHOWS
 PRESSURES RANGING FROM 0.5 TO 2.087.
 SBC1606.2.2.3. PROHIBITS DESIGN USING
 LESS THAN 10 PSF FOR ANY PART OF A
 BUILDING.PROVIDE COMPLETE, SIGNED,
 SEALED AND DATED CALCULATIONS FOR THE
 WIND LOAD ANALYSIS.
  
 PROVIDE A COPY OF THE SIGNED CONTRACT
 TOGETHER WITH A DETAILED TAKEOFF TO
 JUSTIFY THE $22,000.00 VALUATION.THIS
 WAS PREVIOUSLY REQUESTED.
  
 THE "NEW" PLAN SETS DO NOT HAVE SHEET 4
 OF 4.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-11-13 Cont ID  
Sent By hpiskura Date 2001-11-13 Time 09:56 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2001-11-13 00:00:00PLEASE PROVIDE A RECENT PROPERTY SURVEY
 SIGNED SEALED AND DATED.
  
 THE CONVERSION AND ENCLOSING OF THE
 LOADING DOCK IS SUBJECT TO IMPACT FEES
 COLLECTED BY THE COUNTY FOR THE CITY.
 THE PERMIT PLANS MUST BE STAMPED BY
 THAT OFFICE AND A COPY OF THE PAID
 RECEIPT ATTACHED TO THE PERMIT
 APPLICATION.CALL 561-233-5025FOR
 MORE INFORMATION.
  
 THIS BUILDING IS LOCATED IN THE
 DESIGNATED FIRE DISTRICT AND TYPE VI
 (COMBUSTIBLE PLYWOOD SHEATHING) IS
 PROHIBITTED.
  
 IT APPEARS FROM THE SITE PLAN, SUBJECT
 TO VERIFICATION BY SURVEY, THAT THE NEW
 EXTERIOR WALLS ON THE NORTH AND EAST
 ELEVATIONS ARE REQUIRED BY SBC TABLE
 600 TO BE AT LEAST 2 HR FIRE RATED WITH
 OPENING PROTECTIVES FOR THIS BUILDINGS'
 TYPE V CONSTRUCTION.PLEASE REVISE AS
 NECESSARY.
  
 SEE ALSO SBC 704.5.2 PARAPET WALL
 REQUIRMENTS.
  
 WHAT IS THE NATURE AND QUANTITY OF GOODS
 TO BE STORED IN THE WAREHOUSE? SEE SBC
 104.2 AND SBC 312.2.
  
 WHAT IS THE INTENDED USE OF TENANT
 SPACES 1 AND 2? SEE SBC 104.2.
  
  
 SBC 704.1.1 REQUIRES A MIXED OCCUPANCY
 SEPARATION BETWEEN THE WAREHOUSE AND
 THE OTHER SPACES. (2 HR MIN)
  
 WHAT IS THE GAUGE AND TYPE OF 6" METAL
 STUDS AND TOP AND BOTTOM CHANNELS TO BE
 USED?
  
 SPECIFY THE SIZE AND TYPE OF WELDS TO BE
 USED TO CONNNECT THE TOP CHANNEL TO THE
 EXISTING BEAM.
  
 PROVIDE A WINDOW AND DOOR BUCK ANCHORING
 DETAIL.
  
 SHOW THE DESIGN PRESSURES FOR THE
 STOREFRONT, ROLL UP DOOR AND ROOF
 COVERING.SHOW HOW THE GLAZED AREAS
 WILL COMPLY WITH THE CITY'S HURRICANE
 MISSILE IMPACT ORDINANCE.ALSO, IF
 COMPLETE PRODUCT INFORMATION IS NOT
 PROVIDED WITH THIS PERMIT APPLICATION,
 SEPARATE PERMITS AND FEES WILL BE
 REQUIRED FOR THAT WORK.
  
 PROVIDE CONFIRMATION THAT THE EXISTING
 STAIRS MEET THE REQUIREMENTS OF SBC
 1007 OR DETAILS TO MODIFY AS NECESSARY
 FOR ALL OF THOSE REQUIREMENTS.
  
 SHOW A DETAIL FOR THE CONSTRUCTION OF
 THE DUMPSTER WALL.
  
 THE PAIR OF DOORS FROM TENANT SPACE #2
 OBSTRUCT EGRESS FROM THE WAREHOUSE,
 SEE SBC 1012.1.5.
  
 THE DECLARED VELOCITY PRESSURE OF 25PSF
 DOES NOT AGREE WITH THE STATED ROJOF
 HEIGHT OF 35'.PLEASE CLARIFY.
  
 THE $22,000.00 VALUATION IS TOO LOW FOR
 THIS SCOPE OF WORK.PROVIDE A COPY OF
 THE SIGNED CONTRACT TOGETHER WITH A
 DETAILED TAKEOFF INCLUDING EXTENSIONS.
Review Stop E ELECTRICAL
Rev No 3 Status N Date 2002-02-12 Cont ID  
Sent By dpalmer Date 2002-02-11 Time 18:17 Rev Time 0.00
Received By dpalmer Date 2002-02-11 Time 18:17 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2002-01-07 Cont ID  
Sent By dpalmer Date 2002-01-07 Time 17:40 Rev Time 0.00
Received By dpalmer Date 2002-01-07 Time 17:40 Sent To  
Notes
2002-01-07 00:00:00****************** UNSAT **************
  
 1)NOTE: PLEASE NOTE THAT ONLY ONE NOTE
 FROM FIRST REVIEW NOTES WERE CLARIFIED.
  
 PLEASE SEE FIRST SET OF NOTES ATTACHED.
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE NAY QUESTIONS,
 PLEASE CALL.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-11-05 Cont ID  
Sent By dpalmer Date 2001-11-05 Time 19:34 Rev Time 0.00
Received By dpalmer Date 2001-11-05 Time 19:34 Sent To  
Notes
2001-11-05 00:00:00*************** UNSAT ******************
  
 1)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
  
 2)NOTE: PLEASE SHOW LOAD CALCUALTIONS
 AND SHOW ALL CONTINUOS LOADS AT 125%
 215-5/230-42/215-3 ECT.
  
 3)NOTE: PLANS NEED TO HAVE ALL BRANCH
 CIRCUIT #`S SHOWN ON PLANS AND CORRELATE
 WITH SUBMITTED PANEL SCHEDULES.
  
 4)NOTE: PLEASE NOTE THAT PLANS ARE
 SHOWING THREE NEW SERVICES? PLEASE NOTE
 ONLY ONE HOUR SEPARATION BETWEEN 1&2,
 SEPARATE SERVICES MAY BE USED BUT MUST
 MEET TWO HOUR RATING. PLEASE CLARIFY
 RATING BETWEEN 2&3?
 PLEASE CALRIFY EXITING FROM SPACE 2 TO
 SPACE 3??
  
 5)NOTE: PLEASE NOTE OUTLETS ABOVE WINDOW
 S ARE NOTED FOR SIGNS? PLEASE NOTE THESE
 OUTLETS NEED TO MEET 210-62 FOR SHOW
 WINDOW(S). AND CIRCUIT REQ`D FOR SIGN(S)
 ARE TO MEET 600-5.
 PLEASE ADJUST.
  
 6) PLEASE CLARIFY EQUIPMENT GROUNDING
 METHOD BETWEEN FIRST MEANS OF DISCONNECT
 AND PANEL(S). EQUIPMENT GROUNDING
 CONDUCTORS ARE TO BE SIZED BY 250-122.
  
 7)NOTE: PLEASE NOTE MISSING CONDUCTORS
 FOR SERVICE METER TO MAIN AND MAIN TO
 PANEL.? CONDUIT SIZES? 215-5
  
  
 PLEASE SUBMIT THE ABOVE INFORMAITON FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2002-03-06 Cont ID  
Sent By mcarsill Date 2002-03-06 Time 12:38 Rev Time 0.50
Received By jleech Date 2002-10-03 Time 17:16 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2002-02-07 Cont ID  
Sent By mcarsill Date 2002-02-07 Time 08:43 Rev Time 0.00
Received By mcarsill Date 2002-02-07 Time 08:42 Sent To  
Notes
2002-02-07 00:00:001) THE PLANS INDICATE THAT A ONE HOUR
 WALL IS PRESENT BETWEEN THE WAREHOUSE
 AND THE RETAIL PORTION. THE DOUBLE
 DOORS LOCATED WITHIN THIS WALL ARE NOT
 RATED. A REVIEW OF THE FIRE CODES
 INDICATES THAT A ONE HOUR FIRE WALL
 IS REQUIRED BETWEEN THE RETAIL AND
 THE WAREHOUSE THUS THE DOORS WOULD
 HAVE TO BE FIRE RATED AT LEAST 45
 MINUTES. THE BUILDING CODE REQUIRES
 AT LEAST A TWO HOUR SEPARATION BETWEEN
 STORAGE LOW HAZARD, AND OTHER
 OCCUPANCIES WHEN A MIXED OCCUPANCY
 OCCURS. PLEASE STANDARD BUILDING CODE,
 SECTION 704.1, OCCUPANCY SEPARATION
 REQUIREMENTS. PLEASE CORRECT THE PLANS
 TO THE MORE RESTRICTIVE CODE
 REQUIREMENTS.
 2) EXIT SIGNAGE AND EMERGENCY LIGHTING
 WILL BE REQUIRED.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2002-01-03 Cont ID  
Sent By mcarsill Date 2002-01-03 Time 13:24 Rev Time 0.00
Received By mcarsill Date 2002-01-03 Time 13:24 Sent To  
Notes
2002-01-03 00:00:001) THE BUILDING CODE REQUIRES A TWO
 HOUR SEPARATION BETWEEN THE WAREHOUSE
 AND THE RETAIL AREA. THE FIRE CODE
 REQUIRES A ONE HOUR FIRE RATING BETWEEN
 THE WAREHOUSE AND THE RETAIL AREA. SINCE
 THE BUILDING CODE IS MORE RESTRICTIVE
 THEN IT SHALL APPLY IN THIS SITUATION.
 2) ARE THE DOORS THAT SWING INWARD
 FIRE RATED.
 3) IS THE WAREHOUSE THE SAME TENANT
 AS THE RETAIL AREA OR ARE THEY
 DIFFERENT. PLEASE ADVISED.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-10-25 Cont ID  
Sent By mcarsill Date 2001-10-25 Time 16:25 Rev Time 0.00
Received By mcarsill Date 2001-10-25 Time 16:25 Sent To  
Notes
2001-10-25 00:00:001) PLEASE PROVIDE A SITE PLAN FOR
 REVIEW.
 2) TENANT SPACE 2 APPEARS TO EXIT INTO
 WAREHOUSE SPACE # 3. PLEASE EXPLAIN.
 3) EXISTING CONCRETE STAIRS ARE FOR
 WHAT. PLEASE CLARIFY.
 4) WALL SHOWN BETWEEN TENANTS 1 & 2 AND
 WAREHOUSE SPACE 3 RATED?
 5) ROLL-UP DOOR BEING SHOWN AS AN EXIT.
 THIS ARRANGEMENT IS NOT PERMITTED.
 6) INTERIOR FINISH FOR WALLS AND
 CEILINGS REQUIRED.
 7) PLEASE EXPLAIN EXITING FROM
 WAREHOUSE SPACE # 3.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2002-01-17 Cont ID  
Sent By pkrauss Date 2002-01-17 Time 13:14 Rev Time 0.30
Received By pkrauss Date 2002-01-05 Time 10:47 Sent To  
Notes
2002-01-05 00:00:00 
 NO MECHANICAL PLANS SUBMITTED FOR
 REVIEW.PLEASE PROVIDE PLANS WITH
 MECHANICAL PERMIT APPLICATION.
  
 NOTE:AS PER CITY OF WEST PALM BEACH
 CODE OF ORDINANCES, MECHANICAL
 EQUIPMENT SHALL BE SHIELDED FROM
 VIEW.
  
 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 2001-11-08 Cont ID  
Sent By pkrauss Date 2001-11-08 Time 12:25 Rev Time 0.30
Received By pkrauss Date 2001-11-08 Time 12:19 Sent To  
Notes
2001-11-08 00:00:00 
  
 NO MECHANICAL PLANS SUBMITTED FOR
 REVIEW.PLEASE PROVIDE PLANS WITH
 MECHANICAL PERMIT APPLICATION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 4 Status P Date 2002-10-03 Cont ID  
Sent By jleech Date 2002-10-03 Time 17:17 Rev Time 0.50
Received By jleech Date 2002-10-03 Time 17:17 Sent To  
Notes
2002-10-03 00:00:00REVISED PLAN DELETED WATER HEATER AND
 MOP SINK.
Review Stop P PLUMBING
Rev No 3 Status P Date 2002-03-04 Cont ID  
Sent By kstevens Date 2002-03-04 Time 17:17 Rev Time 0.50
Received By kstevens Date 2002-03-04 Time 17:17 Sent To  
Notes
2002-03-04 00:00:00RE-REVIEW SET OF PLAN WITH NEW DATE ON
 SEAL
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-01-17 Cont ID  
Sent By pschmitz Date 2002-01-17 Time 11:32 Rev Time 1.00
Received By pschmitz Date   Time   Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-11-03 Cont ID  
Sent By kstevens Date 2001-11-03 Time 14:09 Rev Time 0.75
Received By kstevens Date 2001-11-03 Time 14:08 Sent To  
Notes
2001-11-03 00:00:00DENIED
 REFERENCE: SPC-94 - FACBC-97
  
 1) PAGE 1 TOILET ROOMS ARE NOT LARGE
 ENOUGH. ROOM TO COMPLY WITH FACBC SEC
 4.22. SHOW COMPLIANCE WITH ALL CLEAR
 FLOOR SPACE, TURNING RADIUS ECT.
 4.16 W/C - FIGURE 28 (MINIMUM 7'5")
 4.19 LAV - FIGURE 31.
 2) PAGE 1 DRINKING FOUNTAINS ARE REQUIR-
 ED FOR EACH TENANT SPACE PER SPC TABLE
 407. SHOW DETAILS FOR COMPLIANCE FACBC
 SEC 4.15 AND SEC 4.1.3(10) PROVISIONS
 FOR THOSE WHO HAVE DIFFICULTY BENDING OR
 STOOPING IN HI/LOW NOT INSTALLED.
 3) SEPARATE METERS AND RPZ BACKFLOW PRE-
 VENTER REQUIRED FOR WATER SERVICE.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 2 Status P Date 2001-12-31 Cont ID  
Sent By sgraham Date 2001-12-31 Time 11:30 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2001-10-25 Cont ID  
Sent By sgraham Date 2001-10-25 Time 09:27 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2001-10-25 00:00:001. ENTRANCE MUST BE IN THE FRONT OF BLDG
 2. WINDOWS ON WEST ELEVATION MUST BE
 VERTICAL OR SQUARE.
 3WINDOWS MUST BE MOUNTED 2" IN THE
 SILL.
 4.SEE LETTER FROM LANSCAPE ARCHITECT


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