Plan Review Details - Permit 02120627
Plan Review Stops For Permit 02120627
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status F Date 2003-07-10 Cont ID  
Sent By csiegber Date 2003-09-30 Time 14:48 Rev Time 0.00
Received By hpiskura Date 2003-07-10 Time 10:23 Sent To  
Notes
2003-07-10 00:00:00SHORING LETTER CAPFORM, INC. DATED
 7/2/03 WILLIAM H. BLUE, PE.
  
 ENGINEERS INSTRUMENTS OF SERVICE
 SUBMITTED FOR PUBLIC RECORD REQUIRE AN
 ORIGINAL SIGNATURE, DATE AND EMBOSSED
 SEAL.FL ADMIN CODE 61G15-23.002.
  
 SOME OF THE DRAWING PAGES HAVE
 ILLEGIBLECOPY.PLEASE PROVIDE CLEAR,
 REPRODUCIBLE COPIES.
  
 CC: DON NEELY
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2003-06-16 Cont ID  
Sent By shernand Date 2003-06-27 Time 16:05 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2003-06-16 00:00:00RE:THE ARDAMAN & ASSOCIATES CAST IN
 PLACE FOUNDATION PILES MONITORING
 REPORT DATED 6/6/03.
  
 1)PLEASE PROVIDE A STATEMENT FROM THE
 ENGINEER THAT THE PILE INSTALLATION WAS
 UNDER THE DIRECT SUPERVISION OF AN
 REGISTERED ENGINEER KNOWLEDGABLE IN THE
 INSTALLATION OF PILES AS PROVIDED FOR
 IN FBC 1809.2.2
  
 2)WHEN MAKING SUBMITTALS FOR PUBLIC
 RECORD, PLEASE PROVIDE THREE COPIES
 THAT HAVE BEEN REVIEWED BY THE ENGINEER
 OF RECORD FOR CONFORMANCE WITH HIS
 DESIGN INTENT.ALSO INCLUDE THE
 APPROPRIATED FORM WITH PERMIT NUMBER,
 ADDRESS, PHONE NUMBER, ETC.
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2003-06-10 Cont ID  
Sent By hpiskura Date 2003-06-10 Time 07:59 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2003-06-10 00:00:00FOUND REVISIONS DATED 4/14/03 AND
 5/15/03 FOR CRANES AND HOISTS
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2003-05-28 Cont ID  
Sent By shernand Date 2003-06-05 Time 14:48 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2003-05-28 00:00:00REVISION DATED 5/20/03 S-36.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2003-04-09 Cont ID  
Sent By shernand Date 2003-05-21 Time 14:26 Rev Time 0.00
Received By hpiskura Date 2003-04-09 Time 13:11 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2003-04-09 Cont ID  
Sent By hpiskura Date 2003-04-09 Time 09:44 Rev Time 0.00
Received By hpiskura Date 2003-04-09 Time 09:43 Sent To  
Notes
2003-04-09 00:00:00PLANS WITH COUNTY IMPACT FEE STAMP ARE
 REQUIRED.
  
 THRESHOLD INSPECTOR INFORMATION IS
 MISSING RESUME FOR WILLIAM NOUR AND HIS
 ENGINEERING STATUS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-04-09 Cont ID  
Sent By sgraham Date 2003-04-08 Time 10:53 Rev Time 0.00
Received By hpiskura Date 2003-04-09 Time 09:43 Sent To Z
Notes
2003-03-26 00:00:00OKAY FOR FOUNDATION PERMIT SUBJECT TO
 IMPACT FEES, THRESHOLD INSPECTOR, AND
 ANY OTHER DEPARTMENTAL OR AGENCY
 APPROVALS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-03-05 Cont ID  
Sent By hpiskura Date 2003-03-05 Time 17:02 Rev Time 0.00
Received By hpiskura Date 2003-03-05 Time 17:02 Sent To Z
Notes
2003-03-05 00:00:00THERE WERE NO STRUCTURAL SPECIFICATIONS
 PROVIDED WITH THE FOUNDATION PERMIT
 APPLICATION.THERE IS NO BUILDING
 PERMIT APPLICATION PENDING.
  
 SHEET S38 OF THE CHM PLANS DATED
 2/17/03CALL OUT AN 18" DIAMETER
 AUGERCAST PILING AS TYPICAL 160 TON/ 80
 TON TENSION TERMINATING AT -36' NGVD.
  
 AS NOTED ON THE 1/23/03 CITY COMMENT
 LIST, THE SOILS ENGINEER RECOMMENDED AN
 18" AUGERCAST PILING TO -50' AND DESIGN
 LOAD OF 80 TONS COMPRESSION AND 30 TONS
 TENSION.HOW DID THE EOR DETERMINE THE
 INCREASED LOADING VALUE AT THE LESSER
 DEPTH?PLEASE PROVIDE YOUR ANALYSIS AND
 STRUCTURAL SPECIFICATIONS NOTING WHAT
 TESTS, STUDIES OR INVESTIGATIONS WERE
 UTILIZED.
  
 AS NOTED ON THE 1/23/03 CITY COMMENT
 LIST, BEFORE A FOUNDATION PERMIT MAY BE
 ISSUED, A BUILDING PERMIT APPLICATION
 MUST BE PENDING, (THERE IS ONLY A $100
 PLAN REVIEW), IMPACT FEES MUST BE PAID
 TO THE COUNTY AND A THRESHOLD INSPECTOR
 PROVIDED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-01-23 Cont ID  
Sent By hpiskura Date 2003-01-23 Time 08:45 Rev Time 0.00
Received By hpiskura Date 2003-01-21 Time 09:02 Sent To ENG
Notes
2003-01-23 00:00:00PLAN REVIEW ONLY NOT A PERMIT
 APPLICATION.
  
 BEFORE A FOUNDATION PERMIT MAY BE
 ISSUED A PERMIT APPLICATION WITH PLANS
 AND
 SPECIFICATIONS FOR THE BUILDING MUST
 HAVE BEEN APPLIED FOR AND PENDING.
  
 BEFORE A PERMIT TO CONSTRUCT IMPACT
 FEESMUST BE PAID TO THE COUNTY, THE
 PERMIT
 PLANS STAMPED BY THAT OFFICE AND A
 COPYOF THE PAID RECEIPT ATTACHED TO THE
 PERMIT APPLICATION.CALL 561-233-5025
 FOR MORE INFORMATION.
  
 SHEET LS 1.02 DOES NOT COMPLY WITH FBC
 411.2.4 IN THAT IT SHOWS THE PARKING
 RAMPS BEING USED FOR EGRESS.
  
 SHEET LS 1.00 DEPICTS AN INCORRECT
 APPLICATION OF FBC TABLE 600.WALL
 AREA AND THE PERCENTAGE OF ALLOWABLE
 OPENINGS ARE CALCULATED ON A PER FLOOR
 BASIS USING INTERIOR HEIGHT OF FINISHED
 FLOOR TO CEILING IMMEDIATE ABOVE.
  
 THE NOTE #8 UNDER RESIDENTIAL TOWER
 THATREADS IN PART "DISTANCE FROM GLASS"
 IMPLIES THAT A MEASUREMENT OTHER THAN
 THE HORIZONTAL DISTANCE FROM A VERTICAL
 LINE PERPENDICULAR TO THE WALL PLANE
 WASUSED.
 INDENTATIONS OR RECESSEDAREAS THAT
 ARE NOT OPEN TO THE SKY ABOVE ARE
 CONSIDERED BUILDING AREA.SEE FBC 202
 DEFINITIONS FOR "AREA,BUILDING" AND
 "BUILDING"
  
 SHEET LS 1.03 INDICATES A TRAVEL
 DISTANCE GREATER THAN 75' FROM SOME OF
 THE UNITS MEZZANINES AND IS PROHIBITTED
 BY FBC 1005.7.1.
  
 SHEET LS 1.03, THE WEST END OF THE
 GARAGE DOES NOT HAVE TWO EXITS IN
 ACCORDANCE WITH FBC 1004.2.2.
  
 THE HANDICAP PARKING SPACES SHOWN ON
 SHEET A5.01 ARE REQUIRED TO BE 12' WIDE
 AND HAVE 98" OF VERTICAL CLEARANCE.
 SEE FBC 11-4.6.5.
  
 WHAT IS THE "STACKED VAULT" USED FOR
 SHOWN ON SHEET LS 1.04?
  
 GIVEN THE ABOVE OBSERVATIONS A
 FOUNDATION PERMIT IS NOT FEASIBLE AT
 THIS TIME.
  
 THE ARDAMAN SOILS REPORTS RECOMMENDS AN
 18" AUGERCAST PILING WITH A DESIGN LOAD
 OF 80 T COMPRESSION AND 30T TENSION.
 THE CHM PLANS SHEET S.0, GENERAL NOTES
 CALLS FOR 160 T COMPRESSION AND 80 T
 TENSION ON AN 18" AUGERCAST PILING.
 HOW WAS THE DESIGN LOAD ARRIVED AT?SEE
 FBC 1809.
Review Stop E ELECTRICAL
Rev No 5 Status N Date 2003-07-31 Cont ID  
Sent By dpalmer Date 2003-07-31 Time 13:20 Rev Time 0.50
Received By dpalmer Date 2003-07-31 Time 13:19 Sent To  
Notes
2003-07-31 00:00:00 
 ****************************************
 ************ NOTE *****************
  
 SPOKE TO BARRY KRAFT OF SUFFOLK CONST,
 REQUESTING SLAB CONDUIT INSPECTION.
 CONDUIT LAYOUT ETC DO NOT MATCH WITH
 PLANS AND CONTRACTOR PROCEEDING AT OWN
 RISK.
 A REVISED PLAN/CONDUIT SCHEDULE IS TO
 BE SUBMITTED FROM ENGINEER OF RECORD
 NO LATER THAN TUES, AUG 5,2003
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2003-05-01 Cont ID  
Sent By dpalmer Date 2003-05-01 Time 11:53 Rev Time 1.00
Received By dpalmer Date 2003-05-01 Time 11:53 Sent To  
Notes
2003-05-01 00:00:00************** NOTE ********************
  
  
 PLEASE NOTE, ELECTRICAL COMMENTS FROM
 PREVIOUS REVIEW HAVE BEEN SATISFIED IN
 ORDER FOR CONTRACTOR TO PROCEED WITH
 BLDG`S MAIN FPL VAULT AND SLAB AREA.
  
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
  
 DEWEY PALMER
 ELECTRICAL PAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 3 Status N Date 2003-03-14 Cont ID  
Sent By dpalmer Date 2003-03-14 Time 13:21 Rev Time 2.00
Received By dpalmer Date 2003-03-14 Time 13:21 Sent To  
Notes
2003-03-14 00:00:00*****************PROVISO **************
  
 TO EXCEED WITH PILE-CAPS ONLY.
 NO POURING OF CONCRETE OF FPL VAULT
 UNTIL ELECTRICAL SERVICE FOR MAIN BLDG
 IS CLEARED.
 THE EIGHT PROPOSED STACK VAULTS ARE NOT
 PERMITTED AT THIS TIME AND UNDER
 CONDITIONS AS THEY ARE SHOWN ON PLANS.
  
 CONTRACTOR IS PROCEEDING AT OWN RISK.
 PER CITY WIDE ADMINISTRATIVE CODE
 104.4.5
  
 IF THERE ARE ANY QUESTIONS,PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-03-11 Cont ID  
Sent By dpalmer Date 2003-03-11 Time 06:08 Rev Time 2.00
Received By dpalmer Date 2003-03-11 Time 06:08 Sent To  
Notes
2003-03-11 00:00:00************* UNSAT *****************
  
 1)NOTE: PLEASE SEE NOTES UNDER MAIN
 BLDG.02040459
 # OF CONDUITS IN SLAB/ FOUNDATION WILL
 DIRECTLY BE AFFECTED BY COMMENTS.
 SERVICES/ MAINS ETC.
  
  
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-01-03 Cont ID  
Sent By dpalmer Date 2003-01-03 Time 12:55 Rev Time 0.50
Received By dpalmer Date 2003-01-03 Time 12:55 Sent To  
Notes
2003-01-03 00:00:00************ UNSAT *****************
  
 1)NOTE: PLEASE NOTE THAT NOTHING WAS
 SUBMITTED FOR ELECTRICAL REVIEW FOR
 FOUNDATION, PLEASE SHOW ANY AND ALL
 CONDUIT LAYOUT IN FOUNDATION.
 PLEASE ALSO NOTE, ANY FPL WORK NEED NOT
 BE SHOWN AS LONG AS THE WORK IS DIRECTLY
 DONE BY FPL. IF WORK IS SUB CONTRACTED
 THEN IT WOULD BE REQ`D.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER\\
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2003-01-30 Cont ID  
Sent By mamini Date 2003-01-30 Time 13:26 Rev Time 1.00
Received By mamini Date 2003-01-30 Time 13:26 Sent To  
Notes
2003-01-30 00:00:00PASSED:
 1. SEE PERMIT # 03012074 FOR UNDERGROUND
 UTILITIES AND SITE WORKS PERMITTING.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-01-23 Cont ID  
Sent By hpiskura Date 2003-01-23 Time 10:50 Rev Time 1.00
Received By mamini Date 2003-01-23 Time 11:18 Sent To  
Notes
2003-01-23 00:00:00FAILED:
 1. PLEASE SEE REVIEW COMMENTS DATED
 05-07-02 ORIGINAL BUILDING PLAN REVIEW,
 PERMIT # 02040459. ATTACHED
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2003-02-27 Cont ID  
Sent By mcarsill Date 2003-02-27 Time 12:52 Rev Time 0.00
Received By mcarsill Date 2003-02-27 Time 12:52 Sent To  
Notes
2003-02-27 00:00:001) FOUNDATION PERMIT ONLY. CONDITION
 OF FOUNDATION PERMIT THAT ENTIRE
 BUILDING MEET ALL APPROPRIATE CODES AND
 STANDARDS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2002-12-20 Cont ID  
Sent By mcarsill Date 2002-12-20 Time 12:15 Rev Time 0.00
Received By mcarsill Date 2002-12-20 Time 12:15 Sent To  
Notes
2002-12-20 00:00:001) SEVERAL PREVIOUS PLAN REVIEW
 COMMENTS WHEN THE PLANS WERE SUBMITTED
 FOR PRELIMINARY PLAN REVIEW HAVE NOT
 BEEN ADDRESSED. ITEMS 17,19, ON THE
 LIST MUST BE PROPERLY ADDRESSED BEFORE
 APPROVAL OF THE FOUNDATION. THESE
 COMMENTS HAVE BEEN PROVIDED FOR YOUR
 REVIEW.
  
 2) ELEVATION DRAWINGS DO NOT DISPLAY
 BUILDING ADDRESS.
  
 3) BUILDING SECTION 3 ON PAGE A6.03
 MAKES MENTION OF EIFS. PLEASE BE
 ADVISED THAT THE CITY LOCAL AMENDMENTS
 OF THE FLORIDA BUILDING CODE PROHIBITS
 COMBUSTIBLE TRIM IN THE FIRE LIMITS.
  
 4) STAIR # 1 DOOR WHEN OPENED AT GROUND
 LEVEL COULD HIT PERSONS WHEN OTHER
 PERSONS ARE LEAVING THE CORRIDOR.
  
 5) HOW ARE THE UNIT DOORS ON THE
 EXTERIOR GOING TO BE IDENTIFIED. WILL
 THEY HAVE THE UNIT NUMBERS ON THEM.
  
 6) HANDRAILS ARE REQUIRED ON ALL STAIRS
 AND RAMPS.
  
 7) PLEASE ENSURE THAT THE FIRE CONTROL
 ROOM LOCATED ADJACENT TO THE GRAND
 LOBBY CAN CONTAIN ALL OF THE REQUIRED
 DEVICES PER FBC 412.3.
  
 8) THE PHASE ONE CONSTRUCTION OF THE
 TRANSFORMER VAULT ARE TO MEET ALL
 APPLICABLE BUILDING AND FIRE CODE
 REQUIREMENTS.
  
 9) ALL OTHER PREVIOUS COMMENTS ARE
 TO BE PROPERLY ADDRESSED PRIOR TO
 RECEIVING APPROVAL FROM FIRE RESCUE
 TO CONSTRUCT THE BUILDING. ADDITIONAL
 PLAN REVIEW COMMENTS WILL BE IDENTIFIED
 AT TIME OF FUTURE REVIEWS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 13 Status N Date 2003-09-30 Cont ID  
Sent By csiegber Date 2003-09-30 Time 14:48 Rev Time 0.00
Received By csiegber Date 2003-09-30 Time 14:48 Sent To B
Notes
2003-09-30 00:00:00TO HP DESK/03200-21
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2003-09-30 Cont ID  
Sent By csiegber Date 2003-09-30 Time 14:42 Rev Time 0.00
Received By csiegber Date 2003-09-30 Time 14:42 Sent To B
Notes
2003-09-30 00:00:00TO HP DESK/03100-3 ADVANTAGE GROUT
 03100-4 CURE & SEAL
 03100-7DOWELING EPOXY
 03100-11SNAPTIES
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2003-09-30 Cont ID  
Sent By csiegber Date 2003-09-30 Time 14:41 Rev Time 0.00
Received By csiegber Date 2003-09-30 Time 14:41 Sent To B
Notes
2003-09-30 00:00:00TO HP DESK/SHEET PILE WALL DESIGN
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2003-09-30 Cont ID  
Sent By csiegber Date 2003-09-30 Time 14:40 Rev Time 0.00
Received By csiegber Date 2003-09-30 Time 14:40 Sent To B
Notes
2003-09-30 00:00:00TO HP DESK/PILE AS BUILTS FOR RECORD
 02371-23-22-15-16
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2003-08-21 Cont ID  
Sent By csiegber Date 2003-08-21 Time 15:41 Rev Time 0.00
Received By csiegber Date 2003-08-21 Time 15:41 Sent To B
Notes
2003-08-21 00:00:00TO HP DESK
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2003-07-18 Cont ID  
Sent By shernand Date 2003-07-18 Time 14:46 Rev Time 0.00
Received By shernand Date 2003-07-18 Time 14:46 Sent To B
Notes
2003-07-18 00:00:00HP DESK
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2003-07-10 Cont ID  
Sent By shernand Date 2003-07-10 Time 15:04 Rev Time 0.00
Received By shernand Date 2003-07-10 Time 15:04 Sent To B
Notes
2003-07-10 00:00:00HP DESK
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2003-07-10 Cont ID  
Sent By shernand Date 2003-07-10 Time 12:07 Rev Time 0.00
Received By shernand Date 2003-07-10 Time 12:07 Sent To B
Notes
2003-07-10 00:00:00HP DESK
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-06-27 Cont ID  
Sent By shernand Date 2003-06-27 Time 16:05 Rev Time 0.00
Received By shernand Date 2003-06-27 Time 16:04 Sent To B
Notes
2003-06-27 00:00:00HP DESK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-06-05 Cont ID  
Sent By shernand Date 2003-06-05 Time 14:48 Rev Time 0.00
Received By shernand Date 2003-06-05 Time 14:48 Sent To B
Notes
2003-06-05 00:00:00HP DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-05-21 Cont ID  
Sent By shernand Date 2003-05-21 Time 14:26 Rev Time 0.00
Received By shernand Date 2003-05-21 Time 14:26 Sent To B
Notes
2003-05-21 00:00:00HP DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-03-21 Cont ID  
Sent By sthyng Date 2003-03-20 Time 15:06 Rev Time 0.00
Received By sthyng Date 2003-03-20 Time 15:05 Sent To  
Notes
2003-03-20 00:00:00TO HP DESK - RESUB AND OLD PLANS
 W/ARCHITECTURALS
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-12-09 Cont ID  
Sent By btrobaug Date 2002-12-09 Time 17:58 Rev Time 0.00
Received By btrobaug Date 2002-12-09 Time 17:58 Sent To  
Notes
2002-12-09 00:00:00COMM BOARD# 43
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2003-03-04 Cont ID  
Sent By pkrauss Date 2003-03-04 Time 10:00 Rev Time 0.35
Received By pkrauss Date 2003-03-04 Time 10:00 Sent To  
Notes
2003-03-04 00:00:00NO MECHANICAL PLANS FOR THE FOUNDATION
 PERMIT.SEE ENGINEERING COMMENT ON
 PLAN SHEET M1.01.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2003-01-06 Cont ID  
Sent By pkrauss Date 2003-01-06 Time 15:03 Rev Time 0.20
Received By pkrauss Date 2003-01-06 Time 14:54 Sent To  
Notes
2003-01-06 00:00:00DENIED:REFERENCE PERMIT 02040459
  
 APPLICATION SUBMITTED FOR FOUNDATION
 PERMIT.PLEASE INDICATE ANY UNDERGROUND
 PIPING OR MAKE NOTE THAT NO MECHANICAL
 PIPING WILL BE RUN UNDERGROUND.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 3 Status N Date 2003-04-07 Cont ID  
Sent By kstevens Date 2003-03-19 Time 13:17 Rev Time 0.33
Received By kstevens Date 2003-03-19 Time 13:17 Sent To  
Notes
2003-03-19 00:00:00PROVISO
  
 CONTRACTOR IS PROCEEDING AT OWN RISK PER
 CITY WIDE ADMINISTRATIVE CODE 104.4.5
  
 CONDITION OF FOUNDATION PERMIT THAT
 ENTIRE BLDG MEET ALL APPROIATE CODES.
  
 NO PLUMBING OR SLEEVES SHALL BE INSTALL-
 ED UNDER FOUNDATION PERMIT PER PROJECT
 MANAGER.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 2 Status F Date 2003-03-07 Cont ID  
Sent By kstevens Date 2003-03-07 Time 12:14 Rev Time 3.50
Received By kstevens Date 2003-03-07 Time 12:14 Sent To  
Notes
2003-03-07 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
 1) SHT P201 SECTI0ON 909.1 - WET VENT,
 ONLY FIXTURES WITHIN THE BATHROOM GROUP
 SHALL CONNEDT TO THE WET VENTED HORIZON-
 TAL BRANCH DRAIN. ANY ADDITIONAL FIX-
 TURES SHALL DISCHARGE DOWNSTREAM OF THE
 WET VENT. - SEE ALL UNITS
 2) SHT P2.01 PIPE SIZING MISSING FOR
 SOME STORM BLDG. DRAIN BRANCHES. PIPE
 SIZE NOT SUFFICIENT BY UNIT 27L. 6" PIPE
 WITH 11,000 SQ FT.
 3) SHT P2.01 SECTION 504.7.1, THE DIS-
 CHARGE PIPE SHALL NOT HAVE ANY TRAPPED
 SECTIONS. (SAME FOR ALL SHEETS)
 4) CONDENSATE SIZING. PLEASE SUBMIT FLOW
 CALCULATIONS FOR CONDENSATE TO CHECK
 SIZING OF CONDENSATE LINES.
 5) SHT P2.01 FIRST FLOOR UNITS 15L, 17L,
 18L, & 19L. SHOW WHERE BRANCH LINES TO
 THESE UNITS TIE INTO BLDG. DRAIN. ALSO
 IT APPEARS THAT THE FIXTURE UNITS ARE
 NOT ADDED TO ACCUMULATIVE TOTAL.
 6) SHT P2.04 UNITS 9L, 10L, 11L, 12L, &
 14L (SAME COMMENT AS #5 ABOVE)
 7) SHTS P2.01 & P2.04 AREA OF TRENCH
 DRAINS NOT INCLUDED ON PLANS. PLEASE
 INDICATE AREA BEING DRAIN BY TRENCH
 DRAINS.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-01-07 Cont ID  
Sent By kstevens Date 2003-01-07 Time 14:28 Rev Time 0.50
Received By kstevens Date 2003-01-07 Time 14:28 Sent To  
Notes
2003-01-07 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
 1) PERMIT APPLICATION IS FOR FOUNDATION.
 NO PLUMBING PLANS SUBMITTED FOR THIS
 PERMIT. PLEASE SUBMIT PLANS SHOWING ALL
 SANITARY, STORM, CONDENSATE, AND WATER
 THAT WILL BE IN FOUNDATION. ALSO SHOW
 PIPE SIZE AND SQUARE FOOTAGE FOR STORM
 PIPING, FIXTURE UNITS FOR SANITARY ECT.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 1 Status P Date 2003-04-08 Cont ID  
Sent By hpiskura Date 2003-04-09 Time 10:01 Rev Time 0.00
Received By sgraham Date   Time   Sent To B
Notes
***NONE***


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