Plan Review Details - Permit 00081220
Plan Review Stops For Permit 00081220
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2001-07-07 Cont ID  
Sent By rmcdouga Date 2001-07-07 Time 09:16 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-07-07 00:00:00REVISION #9 OK PER L. MARTINEZ 7-6-01 RM
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2001-04-16 Cont ID  
Sent By jwitmer Date 2001-04-16 Time 12:01 Rev Time 1.00
Received By jwitmer Date   Time   Sent To  
Notes
2001-04-16 00:00:00EXTERIOR WALL FRAMING DETAILS- OK
 ROOF COVERINGS OK, PRODUCT APPROVAL
 ROOF INSULATION OK PRODUCT APPROVAL
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2001-04-16 Cont ID  
Sent By jwitmer Date 2001-04-16 Time 11:51 Rev Time 1.50
Received By jwitmer Date   Time   Sent To  
Notes
2001-04-16 00:00:00PRODUCT APPROVALS : MISSING PRODUCT AP-
 PROVAL FOR YKK STOREFRONT & CURTAIN WALL
 SYSTEMS, A PRINTED COPY OF ALL APPROVED
 SYSTEMS ENCLOSED.
  
 MISSING PRODUCT APPROVAL REPORT FOR THE
 OVERHEAD GARAGE DOOR SYSTEM, ENCLOSED IS
 A COPY OF ALL APPROVED SYSTEMSTHROUGH
 DADE COUNTY.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 EX 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2001-04-01 Cont ID  
Sent By lmartine Date 2001-04-01 Time 11:10 Rev Time 0.00
Received By lmartine Date   Time   Sent To  
Notes
2001-04-01 00:00:00STRUCTURAL REVISIONS
  
 1]
 SUBMIT LETTER FROM G.C., CHANGING
 STRUCTURAL ENGINEER.
 2]
 REVISED PAGES DONT MATCH APPROVED SHEETS
 MAKING REVISION HARD TO FOLLOW.
  
 REVIEWED BY;
 LUIS MARTINEZ
 561-659-8096
 #8456
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2001-02-06 Cont ID  
Sent By lmartine Date 2001-02-06 Time 16:36 Rev Time 0.00
Received By lmartine Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2001-01-18 Cont ID  
Sent By lmartine Date 2001-01-18 Time 12:17 Rev Time 0.00
Received By lmartine Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2000-12-05 Cont ID  
Sent By drunnels Date 2000-11-21 Time 10:29 Rev Time 1.00
Received By lmartine Date 2000-11-21 Time 10:18 Sent To  
Notes
2001-01-08 00:00:001]PLEASE SUPPLY TEST REPORTS FOR ALL
 EXTERIOR GLAZING,DOORS AND ROOF COVERS
 2]SUBMIT SPECIFICATIONS FOR DURAFORM
 PANELS AT ICON TOWER.
 PROVISO: SEE ATTACHED LETTER
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2000-10-05 Cont ID  
Sent By lmartine Date 2000-10-05 Time 10:25 Rev Time 0.00
Received By lmartine Date   Time   Sent To  
Notes
2001-01-08 00:00:00BUILDING COMMENTS
 -------------------
  
 1] PLEASE SUPPLY TEST REPORTS FOR ALL
 EXTERIOR GLAZING,DOORS AND ROOF COVERS
 2] PROVIDE FIRE SPRINKLER LAYOUT.
 3] ROOF SLOPES SHALL BE MINIMUM 1/4"PER
 FOOT.
 4] WEST ELEVATION WALL SHALL NOT CONTAIN
 COMBUSTIBLES [PLYWOOD].
 5] SUBMIT SPECIFICATIONS FOR DURAFORM
 PANELS AT ICON TOWER.
 6] PROVIDE 18" MANUVERING CLEARENCE AT
 THE PULL SIDE OF DOOR 12A,SEE SECTION
 4.13.6,1997 FL.ACC.CODE.
  
  
  
  
  
  
 REVIEWED BY:
 LUIS MARTINEZ
 561-659-8096
 EXT. 8456
Review Stop E ELECTRICAL
Rev No 2 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 1.30
Received By jleahy Date 2001-06-01 Time 10:25 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2000-09-18 Cont ID  
Sent By dpalmer Date 2000-09-18 Time 17:37 Rev Time 0.00
Received By dpalmer Date 2000-09-18 Time 17:36 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2000-11-27 Cont ID  
Sent By mgonzale Date 2000-11-27 Time 12:04 Rev Time 1.00
Received By mgonzale Date   Time   Sent To  
Notes
2001-01-08 00:00:00PASSED WITH PROVISOS
 SUBMIT TWO SETS TO
 PUBLIC UTILITIES ENGINEERING SERVICES
 DIVISION ATTENTION MANNY GONZALEZ
 1000 45TH STREET WPB FL 33407
 FOR UTILITY REVIEW
 SHOW EXISTING AND PROPOSED WATER AND
 SANITARY SEWER ALONG WITH DETAILS.
 THE REVIEW FEE IS AS FOLLOWS
 1ST TWO SHEETS $135 AND $35 EACH ADDITIO
 NAL FEE.(SUBMIT SHEETS 1-6 2 SETS)
 SUBMIT STORM REQUIREMENTS TO JOSE DEL
 RIOS IN STORM WATER DIVISION (SAME ADDRE
 SS)
 A SEPERATE IRRIGATION LINE IS RECOMMENDE
 D SO THAT IRRIGATION WATER DOES NOT
 CONTRIBUTE TO SANITARY SERVICE CAPPACITY
 COSTS.
 SEE STORM REQUIREMENTS ATTACHED
 ON A 8 1/2 BY 11 SHEET PLEASE FILL
 IN THE PROPOERTY CONTROL NUMBER AND
 THE ADDRESS IF KNOWN, STATEDTOTAL
 SITE PERVOIUS AND IMPERVIOUS LIST
 TOTALS IN SQ. FT. AND IN ACRES AND
 ADDED TOTAL SHOULD ADD TO 100% OF THE
 PROPOSED SITE.
 WE WILL USE THIS TALLY TO FIGURE THE
 STORM WATER CAPACITY FEES.
 HAVE A GREAT DAY!
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2000-09-11 Cont ID  
Sent By mgonzale Date 2000-09-11 Time 14:29 Rev Time 2.00
Received By mgonzale Date   Time   Sent To  
Notes
2001-01-08 00:00:00FAILED
  
  
  
 GENERAL NOTE:
  
 1.AN APPROVED BACKFLOW PREVENTER,
 ASSEMBLY WILL NEED TO BE INSTALLED,
 IF NOT ALREADY IN PLACE, AT THE POINT,
 OF SERVICE ON PRIVATE PROPERTY. ALL,
 BACKFLOW PREVENTERS SHALL BE COMPLETELY,
 HIDDEN FROM VIEW WITH SHRUBS PRIOR TO,
 ACTIVATION.
  
 2.A CLEAN-OUT WILL NEED TO BE INSTALLED,
 IN THE SANITARY SEWER LATERAL, ON THE,
 PROPERTY AT THE BACK OF THE SIDEWALK,
 IF NOT ALREADY INSTALLED.
  
 3.A SEPARATE IRRIGATION METER IS
 SUGGESTED TO SAVE ON THE MONTHLY
 WATER BILL. AN APPROVED BACKFLOW
 PREVENTER WILL NEED TO BE INSTALLED
 ON THIS LINE.
  
 4.IF KITCHEN FACILITIES OR WORK SHOPS
 ARE BUILT THEN OIL AND OR GREASE
 SEPARATORS WILL NEED TO BE INSTALLED
 TO MEET THE CITIES WASTEWATER DISCHARGE
 ORDINANCE.
  
 5.NO TREES SHALL BE PLANTED WITHIN 5'
 OF ANY WATER, SANITARY OR STORM LINE
 OWNED BY THE CITY OF WEST PALM BEACH.
 NO TREES SHALL BE PLANTED IN ANY
 UTILITIES EASEMENT THAT HAVE OUR WATER,
 SANITARY OR STORM LINES IN THEM.
 THE 5' CLEARANCE SHALL MEAN FROM
 THE OUTSIDE OF THE UTILITY LINE TO
 THE EDGE OF THE ROOT BALL OF THE TREE.
 IF THESE CLEARANCES CAN NOT BE MET
 THEN ROOT BARRIER MATERIAL MAY BE USED,
 IF SUBMITTED ON AND APPROVED AT THE TIME
 OF THE PLAN REVIEW.NO PLANTS, TREES,
 LIGHT POLES, TRASH RECEPTACLES AND/OR
 SIGN POSTS SHALL BE PLACED WITHIN 5' OF
 ANY HYDRANTS, CLEAN-OUTS ORWATER METER
  
 6.THE CITY OF WEST PALM BEACH PUBLIC
 UTILITIES DEPARTMENT STILL REQUIRES THE
 REVIEW AND APPROVAL OF THE PLANS FOR THE
 ACTUAL SERVICE CONNECTIONS TO BE MADE, A
 THE OWNERS EXPENSE, WHEN THE LOT HAS BEE
 APPROVED AND IS DEVELOPED.THE APPLICAB
 CAPACITY CHARGES, INSTALLATION CHARGES,
 DEPOSITS AND OTHER NORMAL FEES CHARGED B
 THE UTILITIES DEPARTMENT SHALL BE ASSESS
 AT THE TIME OF REQUEST FOR PERMITS/REVIE
  
 7.NO WATER AND OR SANITARY LINES CAN BE
 LAID, IF PLANS ARE NOT SUBMITTED TO US,
 SEPARATELY AND PRIOR TO SUBMITTAL FOR A
 BUILDING PERMIT FROM BUILDING AND ZONING
 ANDSERVICE WILL NOT BE GRANTED.
 (TO US MEANS UTILITIES DEPT
 1000 45TH ST, WPB, FL 33407
 (561) 659 8040 ATTENTION MANNY GONZALEZ)
  
 SIDEWALK AND DRIVEWAY REQUIREMENTS:
  
 1.ALL BROKEN SIDEWALKS ALONG THE PROPERT
 ALL SIDES) MUST BE REPLACED.
  
 2.ALL GRADES FOR CITY SIDEWALKS WILL BE
 SET BY THE CITY SURVEY CREW, CALL 659-80
 AND ASK FOR ED RYAN TO SET UP AN
 APPOINTMENT.
  
 STATE IF GARBAGE IS TO BE PICKED UP BY
 CITY OR IF IT IS PRIVATE PICKUP, IF TO
 BE PICKED UP BY THE CITY THEN THE
 FOLLOWING REQUIREMENTS MUST BE MET:
  
 1.DUMPSTER MUST HAVE A MINIMUM OF 12'-6"
 OPENING BETWEEN THE GATE POSTS.
 (YOUR DOES NOT ON SHEET SP-102R AND 2OF6
 2.INTERIOR DIMENSIONS OF THE ENCLOSURE
 MUST BE A MINIMUM OF 12'-6" WIDE AND
 12' DEEP.A CONCRETE PARKING STOP BARS
 10' LONG MUST BE CENTERED (FROM GATES)
 AND INSTALLED 18" FROM THE BACK WALL.
 STEEL BARS WILL BE DRILLED THRU THE
 STOP BAR AND INTO THE INTERIOR FLOOR
 OF THE ENCLOSURE TO STOP THE STOP BAR
 FROM MOVING WHEN THE DUMPSTER IS SET
 INSIDE.3. IF TRUCK ENTERS THRU OKEE-
 CHOBBE THEN IT MUST CLEAR CANOPY.
 4.THE OPENING OF THE DUMPSTER ENCLOSURE
 MUST BE ANGLED SO THAT A 40' LONG TRUCK
 CAN ACCESS DUMPSTER.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2000-11-14 Cont ID  
Sent By mcarsill Date 2000-11-14 Time 13:52 Rev Time 0.00
Received By mcarsill Date 2000-11-14 Time 13:52 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2000-09-01 Cont ID  
Sent By mcarsill Date 2000-09-01 Time 15:49 Rev Time 0.00
Received By mcarsill Date 2000-09-01 Time 15:48 Sent To  
Notes
2001-01-08 00:00:001) NO FIRE SPRINKLER DRAWINGS OR
 HYDRAULIC CALCULATIONS PROVIDED WITH
 PLANS. THE PLANS INDICATE THE BUILDING
 WILL BE COMPLETELY FIRE SPRINKLER
 PROTECTED. PLEASE SUBMIT THIS
 INFORMATION WITH PLANS.
 2) PLEASE EXPLAIN HOW FIRE RESCUE WILL
 ENTER THE SECURITY GATES.
 3) NO BUILDING ADDRESS LOCATED ON
 ELEVATION DRAWINGS.
 4) PLEASE PROVIDE A LIFE SAFETY PLAN TO
 THIS OFFICE FOR REVIEW.
 5) PLEASE INDICATE SAFETY MEASURES FOR
 DISPAY OF VEHICLES WITHIN BUILDING.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2000-09-11 Cont ID  
Sent By ndenmark Date 2000-09-11 Time 16:29 Rev Time 0.33
Received By ndenmark Date 2000-09-11 Time 16:29 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2001-06-02 Cont ID  
Sent By jleech Date 2001-06-02 Time 14:06 Rev Time 1.50
Received By pschmitz Date 2001-06-02 Time 14:06 Sent To  
Notes
2001-06-02 00:00:00PLUMBING PLAN REVIEWPROVISO
 (1) SHT P-102AIR CHAMBERS TO COMPLY
 W/SPC 94 SEC 607.8.3 ACCESSIBLE AND
 RECHARGEABLE.
 END OF OMMENTS PAUL SCHMITZ
 QUESTIONS 561-659-8096X 8233
Review Stop P PLUMBING
Rev No 3 Status P Date 2000-12-05 Cont ID  
Sent By jleech Date 2000-12-05 Time 13:00 Rev Time 1.50
Received By jleech Date 2000-12-05 Time 13:00 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2000-11-02 Cont ID  
Sent By tlarge Date 2000-11-02 Time 17:51 Rev Time 1.25
Received By tlarge Date 2000-11-02 Time 17:51 Sent To  
Notes
2001-01-08 00:00:001)THE OCCUPANT LOAD SHALL BE BASED ON
 THE SQ.FOOT AREA OF HABITABLE FLOOR
 SPACE.SEE SPC SEC.407.1.3 FOR ALLOWED
 DEDUCTIBLE AREAS.YOU MUST SUBMIT THE
 SQ.FEET OF THE AREAS,THE SQ.FEET OF EACH
 AREA BEING DEDUCTED,AND THE FINAL RESULT
 FOR EACH APPLICABLE OCCUPANCY TYPE.
 COMPLY W/SPC TABLE 407 FOR MIN.FIXTURE
 REQS.AS DESIGNED THERE ARE INSUFFICIENT
 FIXTURES.
  
 2)SHT.A301R-THE DOOR ON THE HANDICAP
 STALL IN THE MEN'S RESTROOM CANNOT
 SWING INTO THE CLEAR FLOOR SPACE FOR THE
 URINAL PER FACBC SEC.4.17.5.
  
 3)A CLEAR FLOOR SPACE MIN.OF 30"WIDE
 IS REQD.AT THE URINAL PER FACBC SEC.
 4.18.3.
  
 CALL IF YOU HAVE QUESTIONS.
 561-659-8096,EXT.8377.
  
 TIMOTHY LARGE
 PLUMBING PLANS EXAMINER.
Review Stop P PLUMBING
Rev No 1 Status F Date 2000-09-03 Cont ID  
Sent By tlarge Date 2000-09-03 Time 05:54 Rev Time 1.75
Received By tlarge Date 2000-09-03 Time 05:14 Sent To  
Notes
2001-01-08 00:00:001)SUBMIT OCCUPANT LOAD FOR THIS AREA PER
 SPC TABLE 407.SEE SPC 407.1.3.FOR
 ALLOWED DEDUCTIBLE AREAS.
  
 2)SUBMIT ENLARGED FLOOR PLAN THAT
 CLEARLY SHOWS THE DIMENSIONS(LXW)OF THE
 ACCESSIBLE STALLS,STANDARD STALLS,
 FIXTURE CLEARANCES,ETC.COUNTYWIDE AMEND-
 MENTS TO SPC SEC.104.2.1.,FACBC SEC.
 4.17.3.
  
 3)SUBMIT DETAILS FOR MOUNTING HEIGHTS/
 DIMENSIONS OF ALL HANDICAP FIXTURES AND
 APPURTENANCES.COUNTYWIDE AMENDMENTS TO
 SPC SEC.104.2.1.
  
 4)DRINKING FOUNTAIN SHALL COMPLY W/FACBC
 SEC.4.1.3.(10)(A).PROVISIONS SHALL BE
 MADE FOR PEOPLE WHO HAVE TROUBLE BENDING
 OR STOOPING.
  
 5)MINIMUM NUMBER OF REQD.PLUMBING
 FIXTURES SHALL COMPLY W/SPC TABLE 407.
  
 6)SHT.P104-CONDENSATE DRAIN CANNOT DRAIN
 INTO DOWNSPOUT OR ROOF DRAIN.DRAIN SHALL
 BE RUN INDEPENDENT TO CATCH BASIN OR
 DRY WELL.SMC SEC.304.8.3.
  
 7)SHTS.P103,104-REFERS TO CIVIL DRAWINGS
 FOR CONTINUATION OF STORM DRAIN LINES.
 THESE LINES ARE NOT SHOWN ON THE CIVILS.
 COUNTYWIDE AMENDMENTS TO SPC SEC.104.2.1
  
 CALL 561-659-8096,EXT.8377 IF YOU HAVE
 ANY QUESTIONS.
 TIMOTHY LARGE
 PLUMBING PLANS EXAMINER.
Review Stop Z ZONING
Rev No 2 Status P Date 2000-12-07 Cont ID  
Sent By lmartine Date 2000-12-07 Time 13:59 Rev Time 0.00
Received By lmartine Date   Time   Sent To  
Notes
2001-01-08 00:00:00 
 APPROVED BY ERIC SCHNEIDER12/7/00
 SEE APPLICATIONLM
Review Stop Z ZONING
Rev No 1 Status F Date 2000-08-31 Cont ID  
Sent By gjoyce Date 2000-08-31 Time 10:09 Rev Time 0.15
Received By gjoyce Date   Time   Sent To  
Notes
2001-01-08 00:00:00PLEASE RETURN TO ZONING WHEN DONE :)


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