Plan Review Details - Permit 02060115
Plan Review Stops For Permit 02060115
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2003-05-21 Cont ID  
Sent By jwitmer Date 2003-05-21 Time 16:26 Rev Time 0.70
Received By jwitmer Date 2003-05-21 Time 16:26 Sent To  
Notes
2003-05-21 00:00:00REVISION : ASI-03, ASI-06 OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2002-10-30 Cont ID  
Sent By shernand Date 2003-05-21 Time 14:29 Rev Time 1.25
Received By jwitmer Date 2002-10-30 Time 14:31 Sent To  
Notes
2002-10-30 00:00:00 
  
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT# 02060115
 ADDRESS: 1703 LAKE AVE
 CONT: WOOLEMS INC
 TELL # (561)835-0401
  
 THE ATTACHED COMMENTS ARE PART OF THE
 PERMIT AND PLAN REVIEW PACKAGE AND ARE
 NOT TO BE REMOVED FROM THE ISSUED SET OF
 PLANS.104.2.1.2 ADMINISTRATIVE CODE.
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2002-10-22 Cont ID  
Sent By jwitmer Date 2002-10-22 Time 10:39 Rev Time 0.75
Received By jwitmer Date 2002-10-22 Time 10:38 Sent To  
Notes
2002-10-22 00:00:00PROVISO: ROOF BILCO HATCH, PRODUCT TEST-
 ING REPORT SHALL BE REQUIRED BEFORE THE
 ROOF METAL TIN TAG INSPECTION (112).
 IF PRODUCT TESTING REPORT IS NOT LOCATED
 THEN SITE SPECIFIC ENGINEERING FOR WIND
 SHALL BE REQUIRED. WIND CALCULATIONS
 SHALL BE FOR 140 MPH WIND ZONE
 (3 SECOND GUST). IF THE HATCH HAS A
 GLAZED OPENING IN THE LID AND LESS THAN
 30' ABOVE GRADE, LARGE MISSLE IMPACT
 TESTING SHALL ALSO BE CONSIDERED!
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-09-09 Cont ID  
Sent By jwitmer Date 2002-09-09 Time 07:15 Rev Time 0.55
Received By jwitmer Date 2002-09-09 Time 07:12 Sent To  
Notes
2002-09-09 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02060115
 ADD: 1703 LAKE AV
 CONT: WOOLEM INC
 TEL: (561)835-0401
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1)1005.4 EMERGENCY ESCAPE AND RESCUE
 OPENINGS,
 (2) EVERY ROOM OR SPACE GREATER THAN
 250 FT USED FOR CLASSROOM OR OTHER ED-
 UCATIONAL PURPOSES OR NORMALLY SUBJECT
 TO STUDENT OCCUPANCY, AND EVERY ROOM
 SUBJECT TO CLIENT OCCUPNCY SHALL NOT
 HAVE NOT LESS THAN ONE OUTSIDE WINDOW
 FOR EMERGENCY RESCUE, SEE EXCEPTIONSALSO
 1001.1.3 STATES THAT A MEANS OF
 EGRESS SHALL NOT BE THROUGH A CLOSET.
 ROOM 108 HAS 1 REQUIRED WINDOW FOR
 EMERGENCY ESCAPE, THE OTHER WINDOW IN
 THE CLOSET ISN'T REQUIRED DELETE ESCAPE
 WINDOW.
  
 2)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 MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 A) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.MISSING REPORTS:
 A) EXTERIOR DOORS
 B) ROOFING ASSEMBLIES + HATCH
 3 SETS OF PLANS (2) SETS OF PRODUCT
 APPROVALS
 3)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.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-07-23 Cont ID  
Sent By jwitmer Date 2002-07-23 Time 06:57 Rev Time 4.00
Received By jwitmer Date 2002-07-22 Time 18:28 Sent To  
Notes
2002-07-22 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02060115
 ADD: 1703 LAKE AV
 CONT: PLAN REVIEW/ WOOLEM INC
 TEL: (561)835-0401
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
  
 1) PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
 ENGINEER SHALL SIGN/ SEAL ALL PLANS.
  
 2)704.2.1.4 CORRIDOR PARTITIONS, SMOKE
 STOP PARTITIONS, HORIZONTAL EXIT PART-
 ITIONS, EXIT ENCLOSURES, AND FIRE
 RATED WALLS REQUIRED TO HAVE PROTECTED
 OPENINGS SHALL BE EFFECTIVELY AND
 PERMANETLY IDENTIFIED WITH SIGNS OR
 STENCILING IN A MANNER ACCEPTABLE TO THE
 AUTHORITY HAVING JURISDICTION. SUCH IDEN
 TIFICATION SHALL BE ABOVE ANY DECORATIVE
 CEILING CEILING AND IN CONCEALED SPACES.
 SUGGESTED WORDING" FIRE & SMOKE BARRIER
 PROTECT ALL OPENINGS".
  
 3) SEE TABLE FOR FIRE RESISTANCE RATING
 FOR EXIT ACCESS CORRIDORS T 704.2.4.
  
 4) TABLE 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION; PROVIDE INFORMATION
 BASED ON INTERIOR FINISH REQUIREMENTS
 BASED ON OCCUPANCY
  
 5)1006.1.3.1 PENETRATIONS INTO AND
 THROUGH A STAIRWAY ENCLOSURE ASSEMBLY
 ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS, DUCTWORK AND EQUIPMENT NECESSARY
 FOR THE INDEPENDENT STAIR PRESSURIZATION
 SPRINKLER PIPING, STANDPIPES AND ELECTRI
 CALCONDUIT SERVING THE STAIRWAY AND
 TERMINATING AT A STEEL BOX NOT EXCEEDING
 16 SQ IN. SUCH PENETRATIONS SHALL BE PRO
 TECTED IN ACCORDANCE WITH 705.4. SHEET
 P2.1 STAIR #1 SECOND FLOOR, 4" RWL.
 1006.1.4 THERE SHALL BE NO ENCLOSED
 USEABLE SPACE WITHIN AN EXIT ENCLOSUE,
 INCLUDING UNDER STAIRS.
  
 6)1006.1.3.2. EXTERIOR WALLS OF AN
 ENCLOSED STAIRWAY SHALL COMPLY WITH THE
 REQUIREMENTS OF TABLE 600 FOR EXTERIOR
 WALLS. WHERE NON RATED WALLS OR UNPROTEC
 TED OPENINGS ARE TO BE USED TO ENCLOSE
 THE EXTERIOR OF THE STAIRWAY, THE BUILD-
 ING ENCLOSURE WALLS WITHIN 10 FT HORIZON
 TALLY OF THE NONRATED WALL OR UNPROTECT-
 ED OPENING SHALL BE REQUIRED FOR THE
 STAIRWAY ENCLOSURES, INCLUDING OPENING
 PROTECTIVES, BUT NEED NOT EXCEED 1-HR
 FIRE RESISTANCE WITH 3/4 HR OPENING
 PROTECTIVE. THIS CONSTRUCTION SHALL
 EXTEND VERTICALLY 10 FT ABOVE THE TOP
 MOST LANDING OR TO THE ROOF LINE. SEE
 ATTACHMENT CODE COMMENTARY.
  
 7)1005.4 EMERGENCY ESCAPE AND RESCUE
 OPENINGS,
 (2) EVERY ROOM OR SPACE GREATER THAN
 250 FT USED FOR CLASSROOM OR OTHER ED-
 UCATIONAL PURPOSES OR NORMALLY SUBJECT
 TO STUDENT OCCUPANCY, AND EVERY ROOM
 SUBJECT TO CLIENT OCCUPNCY SHALL NOT
 HAVE NOT LESS THAN ONE OUTSIDE WINDOW
 FOR EMERGENCY RESCUE,SEE EXCEPTIONS ALSO
  
 8)11-4.1.3(3) GROUND & FLOOR SURFACES
 ALONG ACCESSIBLE ROUTES & IN ACCESSIBLE
 ROOMS & SPACES SHALL COMPLY WITH
 11-4.5. SEE ADDAAG A4.5.1 (GUIDELINE)
 A STATIC COEFFICIENT OF FRICTION OF 0.6
 IS RECOMENDED FOR ACCESSIBLE ROUTES
 AND 0.8 FOR RAMPS.
  
 9)11.4.3.11AREAS OF RESCUE ASSISTANCE
 INDICATE LOCATION AND CONSTRUCTION TYPE
 FOR AREAS OF REFUGE, INDICATE ON PLAN
 WHICH CASE USED (1-7). STAIRWAY #1.
  
 10)11-4.3.11.2 STAIRWAY WIDTH, EACH
 STAIRWAY ADJACENT TO AN AREA OF RESCUE
 SHALL HAVE A MINIMUM CLEAR WIDTH OF
 48" BETWEEN HANDRAILS.
  
 11) 1204.2 SURROUNDING MATERIALS;
 THE WALLS & FLOORS OF ALL PUBLIC REST-
 ROOMS SHALL BE LINED WITH NONABSORBANT
 MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE
 FLOOR.
  
 12)PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION.
  
 13) 1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 14)1511.7 ROOF MOUNTED MECHANICAL UNIT
 S SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGTH IN ACCORDANCE WITH TABLE 1511.7.
  
 15) FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
 MISSING #4 INTERNAL PRESSURE COEFFICIENT
  
 16)FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED. MISSING REPORTS:
 A) WINDOWS
 B) MULLIONS
 C) DOORS
 D) ROOFING ASSEMBLIES + HATCH
 E) STORM SHUTTERS
  
 17) 1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 18) 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
  
 19) 1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS.
  
 20) 1707.4.4.1 ANCHOR REQUIREMENTS:
 WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR
 ED IN ACCORDANCE WITH THE PUBLISHED
 MANUFACTURER'S RECOMMENDATIONS TO
 ACHIEVE THEDESIGN PRESSURE SPECIFIED.
 SUBSTITUTE ANCHORING SYSTEM USED FOR
 THE SUBSTRATE NOT SPECIFIED BY THE
 FENESTRATION MANUFACTURER SHALL PROVIDE
 EQUAL OR GREATER ANCHORING AS DEMONSTRA-
 TED BY ACCEPTED ENGINEERING PRACTICES.
  
 21)FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 22)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 MISSING REPORT PEICO 4/24/02.
  
 23)1814.2.4 WALL & FLOOR JOINTS AND
 PENETRATIONS SHALL BE MADE WATER TIGHT
 USING APPROVED METHODS & MATERIALS.
  
 24) FL BLDG 1909.3 (EXEPTION# 2)
 CONCRETE SLABS ON GRADE CONTAINING 6X6/
 W1.4XW1.4 WELDED WIRE REINFORCEMENT
 FABRIC LOCATED IN THE MIDDLE TO THE
 UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR SUPPORTS
 AT SPACING NOT TO EXCEED 3 FT OR IN
 ACCORDANCE WITH MANUFACTURER'S SPEC.
  
 25) 1021.2.1. EDUCATION. ROOMS USEDE FOR
 FIRST GRADE CHILDREN AND YOUNGER SHALL
 BE LOCATED ON THE FLOOR OF EXIT DIS-
 CHARGE.
  
 26) 1021.4 DOORS THAT SWING INTO AN EXIT
 ACCESS CORRIDOR SHALL BE RECESSED TO
 PREVENT INTERFERENCE WITH CORRIDOR TRAF-
 FIC; ANY DOORS NOT RECESSED SHALL OPEN
 180 DEGREES TO STOP AGAINST THE WALL.
 DOORS IN ANY POSITION SHALL NOT REDUCE
 THE REQUIRED CORRIDOR WIDTH BY MORE
 THAN ONE HALF.
  
 27) TABLE 1004 EDUCATION: THE MINIMUM
 CORRIDOR WIDTH 72".
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM
 BEACH CO.,THE PERMIT PLANS STAMPED BY
 THEM AND THE RECEIPT ATTACHED TO THE
 PERMIT APPLICATION.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 6 Status P Date 2003-05-23 Cont ID  
Sent By btrobaug Date 2003-05-23 Time 12:34 Rev Time 0.50
Received By btrobaug Date 2003-05-23 Time 12:08 Sent To  
Notes
2003-05-23 00:00:00PROVISO
 ~~~~~~~
 THIS REVISION IS PASSED UNDER THE
 CONDITION THAT THERE IS A MEANS OF
 DISCONNECTING ALL SERVICE CONDUCTORS
 BEFORE THEY ENTER THE BUILDING,OR THEY
 MEET THE CONDITIONS OF ARTICLE 240-6.
  
 A REVISED DRAWING SHOWING TYPE OF
 INSTALLATION SHALL BE RESUBMITTED FOR
 REVIEW PRIOR TO A ROUGH INSPECTION OF
 THIS SERVICE.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2003-04-11 Cont ID  
Sent By dpalmer Date 2003-04-11 Time 06:50 Rev Time 0.50
Received By dpalmer Date 2003-04-11 Time 06:39 Sent To  
Notes
2003-04-11 00:00:00********** UNSAT ****************
  
 1)NOTE: PLEASE SEE RISER, PLANS STILL
 SHOW A 1000A METER CAN. PLEASE VERIFY
 SIZE AND IF NOT CT CAN.
  
 2)NOTE: PLEASE SEE SERVICE ENTRANCE
 CONDUCTORS, STILL SHOWN AS 9- 400MCM
 IN 3-SETS OF 3" CONDUITS. THIS WOULD
 BE 9045A`S WORTH OF WIRE.
  
 3)NOTE: PLEASE NOTE, AS PER INSTALLATION
 AT JOBSITE, A COMPLETE ENVELOPE OF
 CONDUIT/CONDUCTORS INTO BLDG HAS NOT
 BEEN ACHIEVED. IT IS PLAN REVIEWS UNDER-
 -STANDING THAT A GUTTER(S) HAS BEEN
 INSTALLED. PLEASE VERIFY AND CLARIFY
 HOW CODE WILL BE MET W/ OUT HAVING
 UNPROTECTED CONDUCTORS "INSIDE" BLDG
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
 [email protected]
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2002-10-24 Cont ID  
Sent By dpalmer Date 2002-10-24 Time 16:04 Rev Time 1.00
Received By dpalmer Date 2002-10-24 Time 16:04 Sent To  
Notes
2002-10-24 00:00:00************* NOTE *********
  
 PLANS REDLINED FOR NEW METERCAN.
 PLEASE NOTE, PLANS SHOW 1000A METERCAN
 AND SHOULD BE CT CAN.
 PLANS DO NOT NEED TO BE REVISED FOR THIS
 NOTE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2002-10-18 Cont ID  
Sent By dpalmer Date 2002-10-18 Time 06:21 Rev Time 1.00
Received By dpalmer Date 2002-10-18 Time 06:21 Sent To  
Notes
2002-10-18 00:00:00************** UNSAT****************
  
  
 1)NOTE: PLEASE NOTE FOOTER STEEL IS
 NOT SHOWN AS A PART OF THE GROUNDING
 ELECTRODE SYSTEM. 250-50 REQ`D.
  
 2)NOTE: PLEASE NOTE PANEL LP-2 SHOWS A
 500A MAIN BRKR ALONG WITH A 400A MAIN
 BRKR. THIS WAS NOTED ON PREVIOUS REVIEW.
 RESPONSE MENTIONS, SHOWN AS 400A. PLEASE
 SEE E6.2. LETTER DATED 9/30/02 #6
  
 3)NOTE: PLEASE NOTE THAT RISER DIAGRAM
 STILL SHOWS GROUNDING ELECTRODE SYSTEM
 COMING FROM "LP-1", PLEASE SEE 250-24
 FOR CONNECTION POINT.
  
 4)NOTE: PLEASE SEE RESPONSE LETTER FROM
 ZEIDLER GRINNELL, DATED SEPT 30TH, 2002
 PLEASE SEE RESP. #3 MENTIONS TO SEE
 LOADS FOR TRACK LIGHTING IS SHOWN ON
 LPZ? PLEASE CLARIFY. PLEASE ALSO NOTE
 PANELS OR LOAD CALCS JUST NEED TO SHOW
 LOADING FIGURED FOR TRACK. PLANS SHOW
 LOADS CONNECTED. PLEASE CLARIFY HOW THIS
 CLARIFIES HOW MUCH LOAD PER FT WAS GIVEN
 ?
  
 5)NOTE: PLEASE SEE NOTE RESPONSE#5
 LETTER DATED 9/30/02. NOTE MENTIONS
 CHANGING 150A BRKR TO 225A, PLEASE SEE
 FEEDER NOTE #10 ON RISER DIAGRAM WHICH
 REFERS TO FEEDER SCHEDULE ON E5.2,,
 PLEASE NOTE, FEEDERS SHOWN AT 1/0`S
 PLEASE CORRELATE AND REVISE.
  
 6)NOTE: PLEASE SEE LETTER ATTACHED,
 PLEASE SEE FS 553.80(2)(B) WITH RESPECT
 TO DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONALS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICA PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2002-09-11 Cont ID  
Sent By dpalmer Date 2002-09-11 Time 05:36 Rev Time 1.00
Received By dpalmer Date 2002-09-11 Time 05:36 Sent To  
Notes
2002-09-11 00:00:00*************** UNSAT **************
  
 1)NOTE: PLEASE CLARIFY, COMMENT BACK
 FOR GROUNDING ELECTRODE SYSTEM MENTIONS
 NO BLDG/FOOTER STEEL IN BLDG? PLEASE
 NOTE AS PER VERIFICATION OF JOBSITE,
 FOOTER STEEL HAS BEEN INSTALLED. PLEASE
 NOTE THAT ANY CONCRETE THAT MAY HAVE
 BEEN POURED WILL NEED TO BE CHIPPED OUT
 TO ATTACH TO FOOTER STEEL. PER 250-50
 FOUNDATION PERMIT REQ`S ALL CODES TO BE
 MET. PLEASE VERIFY IF STEEL AT JOBSITE
 MAY ALREADY HAVE GROUNDING ELECTRODE
 ATTACHMENT.?
  
 2)NOTE: PLEASE NOTE RISER DIAGRAM IS
 MISSING METER LOCATION? PLEASE NOTE
 MEANS FOR GROUNDING ELECTRODE SYSTEM TO
 MEET 250-50/250-24. PLANS SHOW SYSTEM
 COMING FROM PANEL"LP_1"? PLEASE NOTE,
 NOT PERMITTED PER 250-24
  
 3)NOTE: PLEASE NOTE IT IS NOTED PER
 RESPONSE LETTER THAT CIRCUITS FOR TRACK
 LIGHTING IS LOADED AT 200VA PERFT BUT
 DOES NOT INDICATE THIS IN LOAD CALCS
 OR ON PLANS? PLEASE CLARIFY.
  
 4)NOTE: PLEASE NOTE CONTINUOUS LOADS,
 (LIGHTING) IS NOT SHOWN AT 125%. PLEASE
 CLARIFY LOAD FOR 3 OR MORE HOURS>
 215-3/230-42 ETC.
  
 5)NOTE: PLEASE NOTE/CLARIFY LOAD SHOWN
 FOR PANEL "LP-1". PLEASE CLARIFY LOAD
 SHOWN AT 159A`S W/ 150A OCP IN PANEL
 "LP-2"?
  
 6)NOTE: PLEASE NOTE WIRE SIZE SHOWN FOR
 MAIN" LP-2" IS AT 600MCM. PLEASE NOTE
 PER 310-16 75 DEGREE COL. RATED FOR 420A
 , PLEASE NOTE NEXT STANDARD OCP PER
 240-6 IS 450A. PLEASE NOTE 110-14 FOR
 CONNECTION LIMITATIONS OF WIRE RATINGS.
  
  
 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 E ELECTRICAL
Rev No 1 Status F Date 2002-07-16 Cont ID  
Sent By dpalmer Date 2002-07-16 Time 20:25 Rev Time 0.00
Received By dpalmer Date 2002-07-16 Time 20:25 Sent To  
Notes
2002-07-16 00:00:00**************** UNSAT *************
  
 PLEASE NOTE THAT PLANS ARE MISSING
 INFORMATION FOR COMPLETE REVIEW.
  
 1)NOTE: PLEASE PROVIDE A LINE DIAGRAM
 FOR ELECTRICAL SERVICE. PLEASE INCLUDE
 ALL NEW EQUIPMENT, WIRE, CONDUITS,
 GROUNDING SYSTEM ETC ETC 215-5
  
 2)NOTE: PLEASE NOTE GROUNDING ELECTRODE
 TO INCLUDE FOOTER STEEL/ COLD WATER ETC.
 SEE 250-50, SIZING 250-66
 EQUIPMENT GROUNDING CONDUCTORS,250-24,
 250-122.
  
 3)NOTE: PLEASE SHOW LOCATIONS OF SERVICE
 PLANS SHOW "LP-1" ONLY?? PLEASE NOTE
 GROUPING OF MAINS. 230-72
  
 4)NOTE: PLEASE SHOW LOAD CALCULATIONS,
 WITH ALL CONTINUOUS LOADS AND LARGEST
 MOTORS AT 125%. 215-3,230-42, 384-16
 ETC.
  
 5)NOTE: PLEASE SHOW TRACK LIGHTING CALCS
 PER 220-12B
  
 6)NOTE: PLEASE NOTE LOAD SHOWN ON E6.2
 EXCEEDS 400A RATING OF MAIN.
  
 7)NOTE: PLEASE SEE 700-16 FOR SECOND
 MEANS OF ILLUMINATION IN ELEV EQUIPMENT
 ROOM. PLEASE CLARIFY IF DUAL BALLAST.?
 PLEASE NOTE FIXTURE SCHEDULE ONLYS
 MENTIONS 2 LAMPS?
  
 8)NOTE: PLEASE NOTE THAT GENERAL NOTES
 ON E0.2 MENTION WRONG BLDG CODES/FIRE
 CODES. PLEASE CORRECT. PLEASE SEE NEW
 FL BLD CODE FOR NEW DATES.
  
 9)NOTE: PLEASE NOTE IF ANY NEW DISC`S
 ARE ADDED DUE TO GROUPING OF MAINS.
 PLEASE SUBMIT AIC RATINGS 110-9
  
  
 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 FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2003-05-22 Cont ID  
Sent By mcarsill Date 2003-05-22 Time 15:14 Rev Time 0.00
Received By mcarsill Date 2003-05-22 Time 15:14 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2003-04-25 Cont ID  
Sent By mcarsill Date 2003-04-25 Time 15:09 Rev Time 0.00
Received By mcarsill Date 2003-04-25 Time 15:09 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2002-10-29 Cont ID  
Sent By mcarsill Date 2002-10-29 Time 14:02 Rev Time 0.00
Received By mcarsill Date 2002-10-29 Time 14:02 Sent To  
Notes
2002-10-24 00:00:001) THE BUILDING ADDRESS SHOULD BE ON THE
 EAST SIDE FACING LAKE AVE.
  
 2) ADD FIRE ALARM VISUAL IN MEN RESTROOM
 (204) ON 2ND FLOOR.
  
 NATE MCCRAY, CAPTAIN
 659-8096, EXT. 8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2002-09-04 Cont ID  
Sent By mcarsill Date 2002-09-04 Time 15:08 Rev Time 0.00
Received By mcarsill Date 2002-09-04 Time 14:42 Sent To  
Notes
2002-09-04 00:00:001) WHERE IS THE BUILDING ADDRESS
 LOCATED.
  
 2) NO PENETRATIONS ALLOWED IN STAIRWAY
 EXCEPT CODE APPROVED ONES.
  
 3) FIRE ALARM RISER DIAGRAM DISPLAYS
 FLOW AND TAMPER SWITCHES, AND A POST
 INDICATOR VALVE. THE BUILDING AS
 DESCRIBED WILL BE NOT FIRE SPRINKLER
 PROTECTED. PLEASE REVISE PLANS AS
 NECESSARY.
  
 4) AN EMERGENCY EGRESS WINDOW WAS
 OBSERVED IN MODEL 110 CLOSET. PLEASE
 EXPLAIN RATIONALE.
  
 5) THE FIRE ALARM NOTES INDICATE WIRING
 TO HOSPITAL STANDARDS. PLEASE DELETE
 FROM PLANS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2002-07-03 Cont ID  
Sent By mcarsill Date 2002-07-03 Time 15:20 Rev Time 0.00
Received By mcarsill Date 2002-07-03 Time 15:20 Sent To  
Notes
2002-07-03 00:00:001) EXIT CORRIDORS ARE NOT THE PROPER
 WIDTH. ALL EXIT CORRIDORS ARE TO BE
 AT LEAST SIX FEET IN WIDTH.
  
 2) DOORS FROM RESTROOMS 202, 204 SWING
 TOO FAR INTO CORRIDOR.
  
 3) PANIC HARDWARE REQUIRED ON ALL
 EXIT DOORS.
  
 4) ADDRESS REQUIRED ON BUILDING.
  
 5) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATION INFORMATION FOR WALLS
 AND CEILINGS.
  
 6) SEPARATE PLANS AND PERMITS REQUIRED
 FOR FOR FIRE ALARM INSTALLATION.
  
 7) PLEASE NOTE PAGE P2.1. IT WAS NOTED
 THAT A FOUR INCH RAIN WATER LITER IS
 PRESENT IN THE STAIRWELL. THIS IS
 NOT PERMITTED.
  
 8) PLEASE PROVIDE PRESCRIPTIVE CODE
 REQUIREMENTS FOR EMERGENCY ESCAPE
 WINDOWS.
  
 9) THE AREA DESIGNED ON THE NORTH SIDE
 OF THE BUILDING MUST BE ABLE TO
 SUPPORT FIRE APPARATUS LOADS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-05-21 Cont ID  
Sent By shernand Date 2003-05-21 Time 14:29 Rev Time 0.00
Received By shernand Date 2003-05-21 Time 14:29 Sent To B
Notes
2003-05-21 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-05-21 Cont ID  
Sent By shernand Date 2003-05-21 Time 12:29 Rev Time 0.00
Received By shernand Date 2003-05-21 Time 12:29 Sent To  
Notes
2003-05-21 00:00:00COMM BOARD #23
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-04-08 Cont ID  
Sent By shernand Date 2003-04-08 Time 15:22 Rev Time 0.00
Received By shernand Date 2003-04-08 Time 15:22 Sent To  
Notes
2003-04-08 00:00:00COMM BOARD #31
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-10-23 Cont ID  
Sent By pkrauss Date 2002-10-23 Time 09:12 Rev Time 0.45
Received By pkrauss Date 2002-10-23 Time 08:51 Sent To  
Notes
2002-10-23 00:00:00PROVISO:MECHANICAL PERMIT 02081954
  
 PLAN SHEET M3.1 DETAIL 9, "CONDENSING
 UNIT MOUNTING DETAIL" - PLEASE NOTE AS
 PER 2001 FBC 1511.7 ROOF MOUNTED
 MECHANICAL UNITS SHALL BE MOUNTED ON
 CURBS RAISED A MINIMUM OF 8 INCHES ABOVE
 THE ROOF SURFACE OR WHERE ROOFING
 MATERIALS EXTEND BENEATH THE UNIT, ON
 RAISED EQUIPMENT SUPPORTS PROVIDING A
 MINIMUM CLEARANCE HEIGHT IN ACCORDANCE
 WITH TABLE 1511.7.SEE ATTACHED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2002-09-24 Cont ID  
Sent By pkrauss Date 2002-09-24 Time 09:54 Rev Time 1.20
Received By pkrauss Date 2002-09-24 Time 09:49 Sent To  
Notes
2002-09-24 00:00:00DENIED:MECHANICAL PERMIT 02081954
  
 REFERENCE RESPONSE COMMENTS -
 1.DETAIL #9 ON DWG M3.1 - PLEASE NOTE
 DETAIL 9 INDICATES A "ROOF EXHAUST
 FAN (MUSHROOM TYPE) - CONDENSING
 UNIT MINIMUM 18" ABOVE ROOF.THIS
 HEIGHT PERTAINS TO UNITS 24"<36".
 SEE ATTACHED 2001 FBC TABLE 1511.7.
  
 REPONSE TO COMMENTS #2 & 3 ARE OKAY.
  
 4.PLEASE CLARIFY EQUIPMENT SCHEDULE-
 ADDISON HCH094, PROVIDE MANUFACTURER
 SUBMITTAL DATA SHOWING THAT THIS
 UNIT DOES NOT HAVE THE DESIGN
 CAPACITY TO PRODUCE CFM GREATER THAN
 2,000. (ARI MANUAL DOES NOT HAVE A
 LISTING FOR ANY ADDISON "HCH" UNITS)
  
 AS PER 2001 FBC(M) 306.5 ACCESS FOR
 EQUIPMENT INSTALLED ON ROOF SHALL NOT
 REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30".PLAN SHEET A-3 ROOF
 ACCESS IS ONLY INDICATED ON THE ON SIDE
 OF THE PARAPET.PLEASE CLARIFY THE
 HEIGHT OF THE PARAPET TO SHOW COMPLAINCE
 WITH CODE REQUIREMENT.
  
 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 2002-07-17 Cont ID  
Sent By ndenmark Date 2002-07-16 Time 12:31 Rev Time 0.50
Received By ndenmark Date 2002-07-16 Time 12:31 Sent To  
Notes
2002-07-16 00:00:00DENIED:
  
 1. NO DETAIL SHOWN ON STANDS FOR ROOF
 MOUNTED CONDENSING UNITS. STANDS TO
 COMPLY WITH 2001 FBC 1511.7
  
 2. EXHAUST FANS INTERLOCKED WITH AIR
 HANDLER UNITS ARE REQUIRED TO RUN AT
 ALL TIMES THE BUILDING IS OPERATED IF
 FAN IS REQUIRED BY CODE (BATHROOMS ETC.)
  
 3. NOTE ON SHEET M5.1 CALLS FOR DUCT
 MOUNTED SMOKE DETECTOR PROVIDED BY
 SECTION 16 TO BE MOUNTED IN RETURN AIR.
 FBC(M) REQUIRES MOUNTING IN SUPPLY AIR.
 E2.1 SHOWS SUPPLY AND RETURN DUCT SMOKE
 DETECTORS.
  
 4. THE ONLY UNIT SHOWN ON THE ELECTRICAL
 PLAN AS HAVING DUCT SMOKE DETECTORS IS
 AHU1-4. ALL EQUIPMENT WITH A CAPACITY OF
 GREATER THAN 2000 CFM REQUIRE DUCT
 SMOKE DETECTORS OR SHALL BE INTERLOCKED
 TO SHUT OF BY AREA SMOKE DETECTORS IF
 INSTALLED IN ACCORDANCE WITH THE FBC.
 SEE FBC(M) 606.2.1
  
 5. EQUIPMENT TO BE INSTALLED WITH
 RESPECT TO BUILDING CONSTRUCTION TO
 ALLOW FOR SERVICE AND REPLACEMENT ON
 EQUIPMENT. THIS INCLUDES COIL PULL,
 REQUIRED ELECTRICAL ACCESS, AND ACCESS
 TO MOTORS AND FANS.FBC(M) 306.1
Review Stop P PLUMBING
Rev No 3 Status P Date 2002-10-18 Cont ID  
Sent By kstevens Date 2002-10-18 Time 18:52 Rev Time 1.00
Received By kstevens Date 2002-10-18 Time 18:52 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2002-09-18 Cont ID  
Sent By kstevens Date 2002-09-18 Time 18:19 Rev Time 0.00
Received By kstevens Date 2002-09-18 Time 18:19 Sent To  
Notes
2002-09-18 00:00:00DENIED
 REFERENCE: FBC-2001 CHAPTER 11
 FBC-2001 PLUMBING
  
 1) FROM PREVIOUS REVIEW. PLEASE SUBMIT
 CALCULATIONS FOR PRIMARY AND SECONDARY
 ROOF DRAINS. (SEE COMMENT #4)
 COMMENT REPLY STATESSEE REVISED PLAN
 SHT P2.2, WHICH REFERS TO ARCHITECTUAL
 DRAWINGS. THEY SHOW SIZE BUT NOT CALCU-
 LATIONS FOR DRAINS.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 1 Status F Date 2002-07-19 Cont ID  
Sent By kstevens Date 2002-07-19 Time 09:29 Rev Time 0.00
Received By kstevens Date 2002-07-19 Time 09:29 Sent To  
Notes
2002-07-19 00:00:00DENIED
 REFERENCE: FBC-2001 CHAPTER 11
 FBC-2001 PLUMBING
  
 1) SHTS P1.0, P2.1, & P4.1 ELECTRIC
 WATER HEATER DETAIL, ROOM #201, & DOMES-
 TIC WATER RISER DIAGRAM, FLOOR DRAIN NOT
 APPROVED FOR INDIRECT WASTE FROM HEATER
 PAN AND RELIEF VALVE DISCHARGE. FLOOR
 SINK IS REQUIRED FOR INDIRECT WASTE.
 SECTION 802.3
 2) SHT P2.1 CONDENSATE SHALL DRAIN SEP-
 ARETLY FROM BLDG. RELIEF VENT REQUIRED
 UPON EXITING BLDG, THEN TIE INTO STORM
 SEWER OR CATCH BASIN. PLEASE PROVIDE
 CONDENSATE RISER DIAGRAM.
 3) SHT P2.2 PLEASE SUBMIT A STORM RISER
 DIAGRAM. SHOW SQ FOOTAGE AS IT ACCUMULA-
 TES IN SYSTEM.
 4) SHT P2.2 PROVIDE CALCULATIONS FOR
 PRIMARY AND SECONDARY ROOF DRAINS.
 5) SHT P4.1 DOMESTIC WATER RISER DIAGRAM
 BACKFLOW REQUIRED. WATER HAMMER ARREST-
 ORS SHALL BE LOCATED NEAR FIXTURES IN AN
 "EFFECTIVE RANGE" NOT AT TOP OF DROPS AS
 SHOWN. PDI-WH 201/MANUFACTURE INSTALLAT-
 ION INSTRUCTIONS. SECTION 604.9
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 1 Status P Date 2002-07-02 Cont ID  
Sent By jminicoz Date 2002-07-02 Time 09:35 Rev Time 0.00
Received By jminicoz Date   Time   Sent To  
Notes
2002-07-02 00:00:00APPROVED BY A GIANNIOTES WITH THE CONDIT
 IONS IMPOSED BY THE DAC.SEE ATTACHED
 LETTER. 7/2/02


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