Plan Review Details - Permit 03100653
Plan Review Stops For Permit 03100653
Review Stop B BUILDING (STRUCTURAL)
Rev No 53 Status P Date 2005-08-22 Cont ID  
Sent By shill Date 2005-08-22 Time 16:24 Rev Time 0.00
Received By shill Date 2005-08-22 Time 16:24 Sent To  
Notes
2005-08-22 00:00:00SATISFIED PROVISO - SUBMITTED TITLE
 BLOCK FOR ENGINEER'S SHEETS

Review Stop B BUILDING (STRUCTURAL)
Rev No 52 Status P Date 2005-07-27 Cont ID  
Sent By shill Date 2005-07-27 Time 16:04 Rev Time 0.50
Received By shill Date 2005-07-27 Time 16:04 Sent To PC
Notes
2005-07-27 00:00:00QUICK TIE SUBMITTAL
 LOCAL PRODUCT APPROVAL ISSUED PREVIOUSLY
 REVOKED AS THIS PRODUCT NOW HAS STATE
 APPROVAL, FL3557
  
  
 ****PROVISO****
  
 SAMANTA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)MR. R.F.OLECK IS TO PROVIDE A TITLE
 BLOCK FOR THE PLANS WE HAVE ON FILE.
 THE TITLE BLOCK IS TO BE IN COMPLIANCE
 WITH FAC61G15-23.002 FOR ENGINEERING
 SERVICES GROUP, INC.

Review Stop B BUILDING (STRUCTURAL)
Rev No 51 Status P Date 2005-07-27 Cont ID  
Sent By shill Date 2005-07-27 Time 11:54 Rev Time 0.50
Received By shill Date 2005-07-27 Time 11:54 Sent To  
Notes
2005-07-27 00:00:00STAIR BASE PLATE CALCS PREPARED BY MARK
 ASKEW, PE

Review Stop B BUILDING (STRUCTURAL)
Rev No 50 Status F Date 2005-07-24 Cont ID  
Sent By shill Date 2005-07-24 Time 14:21 Rev Time 1.00
Received By shill Date 2005-07-24 Time 14:21 Sent To PC
Notes
2005-07-24 00:00:00****CORRECTIONS****
 QUICK TIE ENGINEERING, REVISION
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2001
 FBC* CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC2001
  
 1.)PLEASE CLARIFY WHO ENGINEER OF
 RECORD IS FOR THIS PROJECT (IN THE FORM
 OF A SIGNED AND SEALED LETTER).THERE
 WAS NO TITLE BLOCK FOR ROBERT OLECK, PE
 ON THE SHEETS THAT HE SEALED.PLEASE
 PROVIDE A TITLE BLOCK FOR OUR
 ENGINEERING SHEETS, PREFERABLY IN THE
 FORM OF A STICKER.FAC61G15-23.002.
  
 ROBERT OLECK, PE SEALED THE PLAN.
 ENGINEERING SERVICES GROUP, INC. IS
 REVIEWING SUBMITTALS.

Review Stop B BUILDING (STRUCTURAL)
Rev No 49 Status P Date 2005-07-22 Cont ID  
Sent By shill Date 2005-07-22 Time 16:19 Rev Time 0.00
Received By shill Date 2005-07-22 Time 16:19 Sent To  
Notes
2005-07-22 00:00:00TRUSS SUBMITTALS
 MAINTENANCE
 BUS SHELTER
 MAIL KIOSK
 TYPE 1A 2ND FLOOR
 TYPE 1C BLDG 1 ROOF
 TYPE 1B 3RD FLOOR & ROOF
 CLUBHOUSE

Review Stop B BUILDING (STRUCTURAL)
Rev No 48 Status F Date 2005-06-30 Cont ID  
Sent By shill Date 2005-06-30 Time 11:17 Rev Time 0.50
Received By shill Date 2005-06-30 Time 11:17 Sent To PC
Notes
2005-06-30 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)ALL SUBMITTALS TO BE REVIEWED BY
 DOR AND/OR EOR AS APPLICABLE.
  
 2.)ONLY ONE COPY SUBMITTED.PLEASE
 PROVIDE THREE COPIES.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 47 Status F Date 2005-06-03 Cont ID  
Sent By shill Date 2005-06-03 Time 09:43 Rev Time 0.50
Received By shill Date 2005-06-03 Time 09:43 Sent To PC
Notes
2005-06-03 00:00:00****CORRECTIONS****
 STAIR SHOPS
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)THE HANDRAIL EXTENSION AT THE TOP
 OF THE STAIRS IS TO COMPLY WITH FBC11
 FIGURE 19, FBC11-4.94(6).
  
 2.)DELEGATED ENGINEERING AND
 SUBMITTALS TO BE REVIEWED BY ARCHITECT
 OR ENGINEER OF RECORD.
  
 3.)THE GUARDRAIL IS TO COMPLY WITH
 FBC1015.2.
  
 4.)A TITLE BLOCK IS REQUIRED FOR THE
 ENGINEER WHO SEALED THE PLAN,
 FAC61G15-23.002.A SEAL ON EACH SHEET
 IS REQUIRED, NOT ONLY THE COVER SHEET.
  
 5.)WHAT IS UNDER THE STAIRS?
 FBC1006.1.4.
  
 6.)PLEASE RESUBMIT PREVIOUSLY DENIED
 RAILING SHOPS AND CALCS.

Review Stop B BUILDING (STRUCTURAL)
Rev No 46 Status F Date 2005-04-12 Cont ID  
Sent By shill Date 2005-04-12 Time 08:15 Rev Time 1.50
Received By shill Date 2005-04-12 Time 08:15 Sent To PC
Notes
2005-04-12 00:00:00****CORRECTIONS****
 HURRICANE MISSILE IMPACT PROTECTION PLAN
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)PLEASE NOTE THAT ALTHOUGH THE SCOPE
 IS CONSIDERABLY SMALLER THAN THE
 PREVIOUS PLAN SUBMITTED, ALL PERTIN ENT
 INFORMATION/DOCUMENTATION IS STILL
 REQUIRED.
  
 2.)PROVIDE A FLOOR PLAN SHOWING WHERE
 THE SHUTTERS WILL BE STORED.INDICATE
 WHETHER THEY WILL BE STORED VERTICALLY
 OR HORIZONTALLY.IF THEY ARE STORED
 VERTICALLY, PROVIDE A RACK DETAIL
 SHOWING HOW THEY WILL BE SECURED.
  
 3.)THE PARAGRAPH ON THE PLAN MARKED
 "STORAGE" INDICATES THAT YOU ARE STORING
 SHUTTERS FOR THE DOORS.ARE YOU GOING
 TO SHUTTER THE WINDOWS AS WELL?PLEASE
 ALSO STATE WHERE THE SHUTTERS WILL BE
 STORED.
  
 4.)NOTE THAT THE CITY PREFERS THAT THE
 SHUTTERS BE STORED AT THE LOCATION WHERE
 THEY ARE GOING TO BE INSTALLED (AT THE
 CLUBHOUSE).
  
 5.)THE PARAGRAPH "TRANSPORTATION"
 INDICATES THAT THE SHUTTES WILL BE
 STORED AT THE MAINTENANCE BUILDING.IF
 IT IS IMPOSSIBLE TO STORE THE SHUTTERS
 AT THE CLUBHOUSE, PROVIDE A SITE PLAN
 SHOWING THE LOCATION OF THE MAINTENANCE
 BUILDING IN RELATION TO THE CLUBHOUSE.
  
 6.)HOW WILL THE SHUTTERS BE
 TRANSPORTED FROM THE MAINTENANCE
 BUILDING TO THE CLUBHOUSE?
  
 7.)ORIGINAL SIGNED, NOTARIZED OR
 SEALED (WITH CORPORATE SEAL) DOCUMENTS
 REQUIRED.

Review Stop B BUILDING (STRUCTURAL)
Rev No 45 Status F Date 2005-03-17 Cont ID  
Sent By shill Date 2005-03-17 Time 08:47 Rev Time 1.00
Received By shill Date 2005-03-17 Time 08:47 Sent To PC
Notes
2005-03-17 00:00:00****CORRECTIONS****
 STAIR SHOPS AND HANDRAIL CALCS
 PREPARED BY DR COWAN, PE 2/16/05
  
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)DETAIL B-E1 SHOWS "VARIES" FOR
 RISER HEIGHTS.RISERS ARE TO BE IN
 COMPLIANCE WITH FBC1007.3 AND ARE
 LIMITED IN THE AMOUNT OF VARIATION BY
 FBC1007.3.3.
  
 2.)FBC1007.5.5, THE HANDRAIL IS TO
 EXTEND AT LEAST 12" AT THE TOP OF THE
 FLIGHT; NOTE DIMENSION ON A-E1.
  
 3.)THE CALCULATIONS REFER TO THE WRONG
 BUILDING CODE (IBC).PLANS ARE TO BE
 COMPLIANT WITH THE GOVERNING CODE,
 FBC2001.
  
 4.)PLEASE SEE FBC1608.2.HANDRAILS
 ARE TO COMPLY WITH FBC1608.2.1 (NO
 HANDRAIL CALCS PROVIDED) AND GUARDRAILS
 ARE TO COMPLY WITH FBC1608.2.2 (HANDRAIL
 DESIGN CRITERIA CALCS PROVIDED FOR
 GUARDRAILS).
  
 5.)A TITLE BLOCK IS REQUIRED FOR ALL
 SHEETS IN COMPLIANCE WITH
 FAC61G15-23.002.SOME INFORMATION
 MISSING; CERTIFICATE OF AUTHORIZATION
 NUMBER FOR DR COWAN & ASSOC, PRINTED
 LICENSE NUMBER FOR THE PERSON SEALING
 THE DOCUMENT, TITLE BLOCK ON SHEETS E1
 AND E2.PLEASE READ THE FAC FOR
 REQUIREMENTS AND INCLUDE ALL INFORMATION
 REQUIRED.

Review Stop B BUILDING (STRUCTURAL)
Rev No 44 Status P Date 2005-03-09 Cont ID  
Sent By shill Date 2005-03-09 Time 14:42 Rev Time 0.00
Received By shill Date 2005-03-09 Time 14:42 Sent To PC
Notes
2005-03-09 00:00:00DAYBAR 4' DOOR NOA02090401, FL1987, SAME
 DOOR AS PREVIOUSLY SUBMITEED BUT
 DIFFERENT INSTALLATION DETAIL

Review Stop B BUILDING (STRUCTURAL)
Rev No 43 Status N Date 2005-03-02 Cont ID  
Sent By shill Date 2005-03-02 Time 11:43 Rev Time 0.50
Received By shill Date 2005-03-02 Time 11:43 Sent To PC
Notes
2005-03-02 00:00:00DUPLICATE PRODUCT APPROVALS
 NOA 01-0730.01, STAMPED (ORIG APPROVED
 1/11/05)

Review Stop B BUILDING (STRUCTURAL)
Rev No 42 Status F Date 2005-02-11 Cont ID  
Sent By shill Date 2005-02-11 Time 11:52 Rev Time 1.00
Received By shill Date 2005-02-11 Time 11:52 Sent To PC
Notes
2005-02-11 00:00:00****CORRECTIONS****
 TEST REPORTS FOR DOORS, DOUBLE & SINGLE,
 CLUBHOUSE ONLY
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)IMPACT PROTECTION REQUIRED FOR
 GLAZING, FBC1606.1.4.PROVIDE TEST
 REPORTS AND FLORIDA STATE OR LOCAL
 PRODUCT APPROVAL, FAC9B72 AND AN
 INSTALLATION SCHEDULE, SEE ATTACHED.
  
 2.)AN INSTALLATION PLAN FOR HURRICANE
 PROTECTION APPROVED BY THE BUILDING
 OFFICIAL IS REQUIRED FOR NON IMPACT
 GLAZING ON LARGE OR COMMERCIAL
 BUILDINGS.PLEASE SUBMIT.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 41 Status P Date 2005-02-11 Cont ID  
Sent By shill Date 2005-02-11 Time 11:50 Rev Time 0.00
Received By shill Date 2005-02-11 Time 11:30 Sent To PC
Notes
2005-02-11 00:00:00NOA 01-0314.02, FL 19 (UNIT)
 FL 18 (UNIT)
  
 FL 19 (CLUBHOUSE)

Review Stop B BUILDING (STRUCTURAL)
Rev No 40 Status F Date 2005-01-25 Cont ID  
Sent By shill Date 2005-01-25 Time 09:57 Rev Time 1.00
Received By shill Date 2005-01-25 Time 09:57 Sent To PC
Notes
2005-01-25 00:00:00****CORRECTIONS****
 STUCCO SUBMITTAL
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)HAVE ALL SUBMITTALS REVIEWED BY DOR
 OR EOR AS APPLICABLE BEFORE SUBMITTAL.

Review Stop B BUILDING (STRUCTURAL)
Rev No 39 Status P Date 2005-01-24 Cont ID  
Sent By shill Date 2005-01-24 Time 14:54 Rev Time 0.50
Received By shill Date 2005-01-24 Time 14:54 Sent To PC
Notes
2005-01-24 00:00:00REVISED APS4.01 (CORRECT MEAN ROOF
 HEIGHT) REV 15 DATED 1/5/05

Review Stop B BUILDING (STRUCTURAL)
Rev No 38 Status F Date 2005-01-12 Cont ID  
Sent By shill Date 2005-01-12 Time 09:59 Rev Time 0.00
Received By prafter Date 2005-01-24 Time 11:09 Sent To PC
Notes
2005-01-12 00:00:00****CORRECTIONS****
 STUCCO SUBMITTALS
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)INCLUDE THE CONTRACTOR'S
 CERTIFICATE OF APPROVAL FOR THE MAGNA
 WALL (REQUIRES AN APPROVED APPLICATOR)
 IN THE SUBMITTAL PACKAGE.
  
 2.)HAVE THE SUBMITTAL REVIEWED BY
 DOR.
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 37 Status F Date 2005-01-12 Cont ID  
Sent By shill Date 2005-01-12 Time 08:24 Rev Time 1.00
Received By shill Date 2005-01-12 Time 08:24 Sent To PC
Notes
2005-01-12 00:00:00****CORRECTIONS****
 QUICK TIE ENGINEERING PREPARED BY
 A.BREVNIK, PE
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)THE TIE DOWN PLAN SUBMITTED
 CONFLICTS WITH THE STRUCTURAL DETAILS ON
 THE PLAN.REVISE THE PLAN.
  
 2.)THE TIE DOWN PLAN IS TO BE REVIEWED
 BY ENGINEER OF RECORD (OLECK).
  
 3.)PLANS PREPARED BY AN ENGINEER ARE
 REQUIRED TO HAVE A TITLE BLOCK WITH
 INFORMATION LISTED IN FAC61G15-23.002.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 36 Status P Date 2005-01-11 Cont ID  
Sent By shill Date 2005-01-11 Time 13:17 Rev Time 0.50
Received By shill Date 2005-01-11 Time 13:17 Sent To PC
Notes
2005-01-11 00:00:00FIRECAULK SUBMITTAL
 EXTERIOR DOOR NOA01-0730.01

Review Stop B BUILDING (STRUCTURAL)
Rev No 35 Status F Date 2005-01-11 Cont ID  
Sent By shill Date 2005-01-11 Time 11:32 Rev Time 1.00
Received By shill Date 2005-01-11 Time 11:32 Sent To PC
Notes
2005-01-11 00:00:00****CORRECTIONS****
 HANDRAIL (GUARDRAIL) CALCS PREPARED BY
 DE COWAN & ASSOCIATES, GEORGIA
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)PLEASE SEE FS 471 AND FAC61G15;
 ENGINEERS PRACTICING IN FLORIDA ARE TO
 HAVE A FLORIDA PE, ENGINEERING COMPANIES
 ARE TO HAVE A CERTIFICATE OF
 AUTHORIZATION, DOCUMENTS SUBMITTED FOR
 PUBLIC RECORD ARE TO BE SIGNED SEALED
 AND DATED, TITLE BLOCK IS TO INCLUDE CA
 NUMBER, DOCUMENT TO INCLUDE PRINTED NAME
 AND LICENSE NUMBER OF PERSON SEALING THE
 DOCUMENT.
  
 2.)THIS IS A GUARDRAIL (NOT HANDRAIL),
 TO BE IN COMPLIANCE WITH FBC1608.2.2 (1)
 THROUGH (4).
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 34 Status F Date 2004-12-30 Cont ID  
Sent By shill Date 2004-12-30 Time 11:30 Rev Time 0.50
Received By shill Date 2004-12-30 Time 11:30 Sent To PC
Notes
2004-12-30 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)PLEASE SPECIFY WHERE THE MAGNA
 WALL
 AND THE BROCO STUCCO MIX WILL BE USED.
  
 2.)IT APPEARS THAT YOU ARE CHANGING
 THE SPECIFICATION FOR THE 1 HR WALL.
 SUBMIT THIS PACKAGE AS A REVISION.
  
 3.)ONE OF THE COPIES IS FOR A
 DIFFERENT PROJECT.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 33 Status F Date 2004-12-29 Cont ID  
Sent By shill Date 2004-12-29 Time 16:19 Rev Time 0.50
Received By shill Date 2004-12-29 Time 16:19 Sent To PC
Notes
2004-12-29 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)SHEET APS4.01 DECLARES A MEAN ROOF
 HEIGHT OF 35'.IT IS MY UNDERSTANDING
 THAT THE ARCHITECT HAS REVISED THE MEAN
 ROOF HEIGHT.PLEASE PROVIDE THIS
 INFORMATION EITHER AS A REVISION TO THE
 AFFECTED SHEETS OR AS A SIGNED AND
 SEALED LETTER.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 32 Status P Date 2004-12-29 Cont ID  
Sent By shill Date 2004-12-29 Time 16:05 Rev Time 1.00
Received By shill Date 2004-12-29 Time 16:05 Sent To PC
Notes
2004-12-29 00:00:00MULLION PRODUCT APPROVALS

Review Stop B BUILDING (STRUCTURAL)
Rev No 31 Status P Date 2004-12-23 Cont ID  
Sent By shill Date 2004-12-23 Time 07:41 Rev Time 0.50
Received By shill Date 2004-12-23 Time 07:41 Sent To  
Notes
2004-12-23 00:00:00FIRESTOP SUBMITTAL

Review Stop B BUILDING (STRUCTURAL)
Rev No 30 Status F Date 2004-12-20 Cont ID  
Sent By shill Date 2004-12-20 Time 11:12 Rev Time 0.00
Received By shill Date 2004-12-20 Time 11:12 Sent To PC
Notes
2004-12-20 00:00:00****CORRECTIONS****
 HURRICANE PROTECTION PLAN
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 PLEASE RESUBMIT ADDRESSED TO NEIL K.
 MELICK, DIRECTOR/BUILDING OFFICIAL.
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 29 Status P Date 2004-12-20 Cont ID  
Sent By shill Date 2004-12-20 Time 07:44 Rev Time 0.50
Received By shill Date 2004-12-20 Time 07:44 Sent To PC
Notes
2004-12-20 00:00:00SUBMITTALS
  
 DOOR SUBMITTAL
 FIRESSTOP (3 SUBMITTALS)
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 28 Status P Date 2004-12-13 Cont ID  
Sent By shill Date 2004-12-13 Time 15:30 Rev Time 0.50
Received By shill Date 2004-12-13 Time 15:30 Sent To PC
Notes
2004-12-13 00:00:00FIRESTOP SUBMITTAL

Review Stop B BUILDING (STRUCTURAL)
Rev No 27 Status P Date 2004-12-03 Cont ID  
Sent By shill Date 2004-12-03 Time 09:28 Rev Time 1.00
Received By shill Date 2004-12-03 Time 09:28 Sent To PC
Notes
2004-12-03 00:00:00LOCAL PRODUCT APPROVAL FOR QUIK-TIE
 APPROVED

Review Stop B BUILDING (STRUCTURAL)
Rev No 26 Status F Date 2004-11-30 Cont ID  
Sent By shill Date 2004-11-30 Time 09:58 Rev Time 1.00
Received By shill Date 2004-11-30 Time 09:58 Sent To PC
Notes
2004-11-30 00:00:00****CORRECTIONS****
 TIE DOWN SUBMITTAL
  
 1.)FLORIDA STATE OR LOCAL PRODUCT
 APPROVAL REQUIRED FAC9B-72.SEE
 ATTACHED; STATE APPLICATION IS PENDING.
 I HAVE CONTACTED THE TECHNICAL REP VIA
 EMAIL REQUESTING THAT HE APPLY FOR A
 LOCAL PRODUCT APPROVAL.SEE ATTACHED.
  
  
 2.)A TITLE BLOCK FOR THE ENGINEER IS
 REQUIRED FAC61G15-23.002.
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 25 Status F Date 2004-11-23 Cont ID  
Sent By shill Date 2004-11-23 Time 17:40 Rev Time 0.50
Received By shill Date 2004-11-23 Time 17:40 Sent To PC
Notes
2004-11-23 00:00:00****CORRECTIONS****
 SF2 TRUSS SUBMITTAL
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)PLEASE HAVE THIS SUBMITTAL REVIEWED
 BY DOR.

Review Stop B BUILDING (STRUCTURAL)
Rev No 24 Status P Date 2004-11-17 Cont ID  
Sent By shill Date 2004-11-17 Time 15:00 Rev Time 1.00
Received By shill Date 2004-11-17 Time 15:00 Sent To  
Notes
2004-11-17 00:00:00FORM BOARD SURVEY, BLDGS A,D,E,F,G D
 DATED 10/11/04
 AND FORM BOARD SURVEY ALL BLDGS,
 10/11/04
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 23 Status F Date 2004-11-17 Cont ID  
Sent By shill Date 2004-11-17 Time 13:38 Rev Time 1.00
Received By shill Date 2004-11-17 Time 13:38 Sent To PC
Notes
2004-11-17 00:00:00****CORRECTIONS****
  
 INSTALLATION PLAN FOR HURRICANE
 PROTECTION
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)PROVIDE CALCULATIONS TO SHOW HOW
 THE TOTAL NUMBER OF SHUTTERS WAS
 DETERMINED.INCLUDE THE CLUBHOUSE AND
 MAINTENANCE BUILDINGS.
  
 2.)INCLUDE THE CLUBHOUSE AND
 MAINTENANCE BUILDING IN THE
 CALCULATIONS FOR TIME.
  
 3.)TRAVEL TIME TO LOAD THE WINDOWS
 AND DISTRIBUTE TO THE BUILDING WAS
 CALCULATED FOR THE APARTMENT BUILDINGS.
 INCLUDE THE CLUBHOUSE AND MAINTENANCE
 BUILDING.ADD THIS TIME TO THE TOTAL
 INSTALLATION TIME.
  
 4.)BREAKS AND LUNCH HAVE NOT BEEN
 ACCOUNTED FOR IN THE TIME ANALYSIS.
 INCLUDING THE TIME FOR THE TWO OTHER
 BUILDINGS AND SHUTTER TRANSPORT TIME,
 THE 6 MEN ESTIMATED APPEARS TO BE
 INSUFFICIENT.
  
 5.)WHERE ARE THE FULL-TIME EMPLOYEES
 LOCATED?WHERE WILL THEY BE TRAVELLING
 FROM?
  
 6.)NOTARIZED ORIGINAL SIGNATURES
 REQUIRED.

Review Stop B BUILDING (STRUCTURAL)
Rev No 22 Status F Date 2004-11-15 Cont ID  
Sent By shill Date 2004-11-15 Time 15:50 Rev Time 0.50
Received By shill Date 2004-11-15 Time 15:50 Sent To PC
Notes
2004-11-15 00:00:00****CORRECTIONS****
 TRUSS SUBMITTALS
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)SUBMITTALS ARE TO BE REVIEWED BY
 THE DESIGNER OF RECORD.
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 21 Status P Date 2004-11-13 Cont ID  
Sent By shill Date 2004-11-13 Time 11:37 Rev Time 0.50
Received By shill Date 2004-11-13 Time 11:37 Sent To  
Notes
2004-11-13 00:00:00CONCRETE SUBMITTAL

Review Stop B BUILDING (STRUCTURAL)
Rev No 20 Status N Date 2004-11-04 Cont ID  
Sent By pkrauss Date 2004-11-04 Time 07:14 Rev Time 0.25
Received By pkrauss Date 2004-11-04 Time 07:14 Sent To Z
Notes
2004-11-04 00:00:00NOT AN ISSUE WITH MECHANICAL DEPTARTMENT
 FORWARDED THE PLANS TO ZONING

Review Stop B BUILDING (STRUCTURAL)
Rev No 19 Status F Date 2004-11-03 Cont ID  
Sent By shill Date 2004-11-03 Time 10:40 Rev Time 0.50
Received By shill Date 2004-11-03 Time 10:40 Sent To M
Notes
2004-11-03 00:00:00****CORRECTIONS****
 CONDENSER PAD FOUNDATION PLAN
  
 1.)THE SEAL IS REQUIRED TO BE DATED,
 FAC61G15-23.002.
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 18 Status F Date 2004-11-03 Cont ID  
Sent By shill Date 2004-11-03 Time 08:01 Rev Time 0.50
Received By shill Date 2004-11-03 Time 07:58 Sent To PC
Notes
2004-11-03 00:00:00****CORRECTIONS****
 PAD DENSITY SUBMITTALS, BLDGS G, H AND
 I
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724
  
 ORIGINALS REQUIRED.PLEASE NOTE THAT
 ALTHOUGH THE COVER LETTER IS AN
 ORIGINAL, THE FIELD DENSITY REPORT IS A
 COPY.
  
 SEE ATTACHED IN REGARDS TO PROCEDURES
 FOR SUBMITTALS FOR THIS PROJECT.

Review Stop B BUILDING (STRUCTURAL)
Rev No 17 Status P Date 2004-11-02 Cont ID  
Sent By shill Date 2004-11-02 Time 16:24 Rev Time 1.00
Received By shill Date 2004-11-02 Time 16:24 Sent To PC
Notes
2004-11-02 00:00:00REVISION - CHANGE FROM PGT IMPACT TO
 SUNSHINE IMPACT

Review Stop B BUILDING (STRUCTURAL)
Rev No 16 Status F Date 2004-11-02 Cont ID  
Sent By shill Date 2004-11-02 Time 16:07 Rev Time 1.50
Received By shill Date 2004-11-02 Time 10:58 Sent To PC
Notes
2004-11-02 00:00:00****CORRECTIONS****
 REVISION - WINDOW/HURRICANE SHUTTERS
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)

Review Stop B BUILDING (STRUCTURAL)
Rev No 15 Status F Date 2004-11-02 Cont ID  
Sent By shill Date 2004-11-02 Time 10:11 Rev Time 0.50
Received By shill Date 2004-11-02 Time 09:58 Sent To PC
Notes
2004-11-02 00:00:00****CORRECTIONS****
 SUBMITTALS - INSPECTION REPORTS
 ELEVATION CERTIFICATES
  
 RE:INSPECTION REPORTS
 NOT REQUIRED TO BE SUBMITTED FOR PLAN
 REVIEW.PLEASE CONTACT HAROLD PISKURA
 FOR PROCEDURES.
  
 RE:ELEVATION CERTIFICATES
 PLEASE PROVIDE A LEGIBLE SEAL, FAC
 61G15-23.002.
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 14 Status P Date 2004-11-02 Cont ID  
Sent By shill Date 2004-11-02 Time 09:54 Rev Time 0.50
Received By shill Date 2004-11-02 Time 09:27 Sent To PC
Notes
2004-11-02 00:00:00CONCRETE SUBMITTALS

Review Stop B BUILDING (STRUCTURAL)
Rev No 13 Status F Date 2004-10-28 Cont ID  
Sent By csiegber Date 2004-10-29 Time 15:45 Rev Time 0.50
Received By shill Date 2004-10-28 Time 10:24 Sent To PC
Notes
2004-10-28 00:00:00****CORRECTIONS****
 SOILS REPORTS PREPARED BY ARDAMAN &
 ASSOCIATES DATED 8/3/04
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.) ORIGINALS REQUIRED, FAC61G15-23.002.

Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status N Date 2004-10-13 Cont ID  
Sent By csiegber Date 2004-10-25 Time 15:34 Rev Time 0.50
Received By shill Date 2004-10-13 Time 11:20 Sent To PC
Notes
2004-10-13 00:00:00WINDOW PRODUCT APPROVALS
  
 THE PRODUCT APPROVALS HAVE ALREADY BEEN
 REVIEWED.IF THIS IS A DIFFERENT
 PRODUCT (A CHANGE FROM THE ORIGINAL
 PLAN), PLEASE SUBMIT AS A REVISION.
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status P Date 2004-10-12 Cont ID  
Sent By csiegber Date 2004-10-12 Time 16:06 Rev Time 1.00
Received By shill Date 2004-10-12 Time 13:16 Sent To PC
Notes
2004-10-12 00:00:00REVISION #10, GNA1.01,APS3.02, APA5.01,
 APA9.01, APM15.02,APE16.02 DATED
 8/24/04
  
 PROVISO - CONTRACTOR TO UPDATE
 INSPECTION SETS

Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status P Date 2004-09-21 Cont ID  
Sent By csiegber Date 2004-10-07 Time 16:17 Rev Time 0.50
Received By shill Date 2004-09-21 Time 13:36 Sent To  
Notes
2004-09-21 00:00:00CONCRETE SUBMITTAL
 LUMBER/FRAMING SPECS

Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2004-08-17 Cont ID  
Sent By csiegber Date 2004-09-14 Time 14:09 Rev Time 1.00
Received By shill Date 2004-08-17 Time 10:15 Sent To PC
Notes
2004-08-17 00:00:00POST TENSION TENDON SHOPS
 PREPARED BY HOSSHANG PRESSWALIA, PE
 7/7/04

Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2004-08-13 Cont ID  
Sent By shill Date 2004-08-12 Time 16:43 Rev Time 2.00
Received By shill Date 2004-08-12 Time 16:43 Sent To PC
Notes
2004-08-12 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)STUCCO IN A VERTICAL APPLICATION
 OVER WIRE LATH IS TO BE 3 COAT, 7/8"
 MINIMUM, FBC2504.2.2, ASTM C926.
 REVISE AM A1.04, DETAIL W8, AND ANY
 OTHER DETAILS AFFECTED.
  
 2.)THE PRINTED NAME OF THE PERSON
 SEALING THE DOCUMENT IS TO BE ON THE
 SHEET.ALSO, SOME SHEETS WERE NOT
 SEALED.
  
 3.)IN REGARDS TO FORMAT FOR
 RESUBMITTAL, PLEASE CALL TO DISCUSS
 (NUMBER OF COPIES, UNDER WHICH PERMIT
 NUMBER) BEFORE RESUBMITTAL.

Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2004-07-08 Cont ID  
Sent By shill Date 2004-07-08 Time 14:03 Rev Time 1.00
Received By shill Date 2004-07-08 Time 14:03 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2004-05-13 Cont ID  
Sent By csiegber Date 2004-07-08 Time 11:55 Rev Time 1.00
Received By shill Date 2004-05-13 Time 10:07 Sent To  
Notes
2004-05-13 00:00:00****PROVISO****
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)A NOTICE OF COMMENCEMENT MUST BE
 FILED WITH THE CLERK OF COURTS BEFORE A
 PERMIT CAN BE ISSUED.
  
 2.)IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY.THE PLANS MUST BE STAMPED
 AND THE RECEIPT ATTACHED TO THE
 APPLICATION.
  
 3.)ADDITIONAL PERMIT FEES DUE.
  
 4.)SEPARATE PERMITS REQUIRED FOR THE
 POOL, FENCES AND SIGN.

Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2004-05-07 Cont ID  
Sent By shill Date 2004-05-06 Time 14:49 Rev Time 3.00
Received By shill Date 2004-05-06 Time 14:49 Sent To  
Notes
2004-05-06 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILING PLANS EXAMINER
 [email protected]
  
 1.)PROVIDE A COPY OF THE DEED SHOWING
 OWNERSHIP.
  
 2.)A NOTICE OF COMMENCEMENT MUST BE
 FILED WITH THE CLERK OF COURTS BEFORE A
 PERMIT CAN BE ISSUED.
  
 3.)IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY.THE PLANS MUST BE
 STAMPED AND THE RECEIPT ATTACHED TO THE
 APPLICATION.
  
 4.)SIGN THE OWNER/AGENT LINE OF THE
 FORM 400A ENERGY CALC.
  
 5.)ENERGY CALC FOR B1-3L-END &B1-3L DO
 NOT INDICATE FLOOR INSULATION (8A) AS
 REQUIRED FBC605.1.ABC.1.1. (R11 MIN.)
 ALSO APPLIES TO UNIT B1-2L, C1-2L. NOTE-
 NOT A STEM WALL AS INDICATED ON LINE 8A.
  
 6.)SHUTTER PRODUCT APPROVAL REQUIRED
 FOR THE LOUVERED DOOR.
  
 7.)SEPARATE PERMITS REQUIRED FOR THE
 POOL, FENCES AND SIGN.
  
 8.)MASTERS CANNOT BE REDLINED.PLEASE
 REVISED AFFECTED SHEETS AND RESUBMIT.
  
 9.)SEE ATTACHED MUNICIPAL CODE 78-6 IN
 REGARDS TO SIGNS.THIS IS A COMMENT
 ONLY, TO BE ADDRESSED WHEN THE SIGN
 PERMIT IS APPLIED FOR.

Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2004-04-19 Cont ID  
Sent By csiegber Date 2004-05-04 Time 15:19 Rev Time 12.00
Received By shill Date 2004-04-13 Time 12:30 Sent To  
Notes
2004-04-14 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724
  
 1.)AS DISCUSSED WITH OWNER'S
 REPRESENTATIVE, THE ARCHITECTURAL SITE
 PLAN WILL BE REMOVED FROM THE PLAN AND
 SUBSTITUTED WITH THE SITE PLAN PREPARED
 BY JON E. SCHMIDT AND ASSOCIATES.WE
 WILL FOLLOW THE NAMING CONVENTION ON
 THAT SITE PLAN (BUILDINGS A-I, WITH
 THE CLUBHOUSE AS BUILDING A) AND
 DISREGARD THE NAMING CONVENTION ON THE
 CIVILS AND ARCHITECTURALS AS PER OWNER'S
 REPRESENTATIVE.**SUBJECT TO ZONING**
 HAVE THE SITE PLAN REVIEWED AND APPROVED
 BY THE DESIGNER OF RECORD.HAVE A NOTE
 PROVIDED ON THE SITE PLAN REFERRING TO
 THE CIVIL PAVING PLAN FOR SIDEWALK
 ELEVATIONS.
  
 2.)PROVIDE A COPY OF THE DEED SHOWING
 OWNERSHIP.
  
 3.) A NOTICE OF COMMENCEMENT MUST BE
 FILED WITH THE CLERK OF COURTS BEFORE A
 PERMIT CAN BE ISSUED.
  
 4.)IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY.THE PLANS MUST BE STAMPED
 AND THE RECEIPT ATTACHED TO THE
 APPLICATION.
  
 5.)THE ENERGY CALCS SUBMITTED ARE NOT
 CORRECT.THERE SHOULD BE A DIFFERENT
 EN CALCS FOR THE 1ST, 2ND AND 3RD FLOOR
 UNITS AS THE INSULATION IS DIFFERENT FOR
 EACH.THERE SHOULD BE FLOOR INSULATION
 INDICATED FOR 2ND AND 3RD FLOOR, NOT NA.
 THERE SHOULD BE UNDER ATTIC INSULATION
 FOR THE 3RD AND 2ND FLOOR UNITS AS
 APPLICABLE, BUT 1ST FLOOR HAVE A SINGLE
 ASSEMBLY.SUBMIT CORRECTED ENERGY
 CALCS.PLEASE PROVIDE A PRINTED NAME,
 ADDRESS, LICENSE NUMBER FOR THE PERSON
 PREPARING THE ENERGY CALC ON THAT SHEET.
 REFER TO THE PERMIT NUMBERS AND PROVIDE
 ONE EXTRA COPY OF THE FIRST SHEET OF
 EACH ENERGY CALC FOR SUBMITTAL TO THE
 STATE, FBC13.
  
 6.)LINE 9B, UNIT C1, INDICATES 0
 INSULATION, NONCOMPLIANT WITH FBC13
 CHAPTER 6 (METHOD 600A, ENERGY CALC).
  
 7.)THE FORM 400A INDICATES A NET AREA
 OF 2979; THE PLAN (CH A5.01) INDICATES
 AN A/C AREA OF 3546 (METHOD 400A
 ENERGY CALC).
  
 8.)THE MEDIAN ROOF HEIGHT IS GIVEN AS
 35', AP S4.01.TABLES 1606.2B AND
 TABLE 1606.2C ARE LIMITED TO BUILDINGS
 WITH A MEAN ROOF HEIGHT OF LESS THAN
 30'. ADDRESS.THE PRODUCT APPROVALS FOR
 THE WINDOWS AND DOORS CANNOT BE
 REVIEWED UNTIL DESIGN PRESSURES ARE
 PROVIDED. (APARTMENT BUILDINGS)
  
 9.)DESIGN PRESSURES FOR THE APARTMENT
 AND CLUBHOUSE ROOFS HAVE NOT
 BEEN PROVIDED.TABLE 1606.2C INDICATES
 PRESSURES IN THE -50S; NOA 02-0328.05
 SUBMITTED (ROOF TILE, CLUBHOUSE) HAS
 A LIMITATION OF 45.8.PROVIDE A ROOF
 DESIGN PRESSURE FOR BOTH BUILDINGS.
 PROVIDE COMPLIANT PRODUCT APPROVALS OR
 SEPARATE PERMITS FOR THE ROOFS WILL
 BE REQUIRED.
  
 10.)DETAIL 7, SHEET CH S4.01 LACKS A
 ZONE 3 FOR THE HIP ROOF, SEE FBC FIG.
 1606.2. (SEE PREVIOUS LIST, ITEM 18).
  
 11.) THE PRODUCT APPROVAL FOR THE ROOF
 SHINGLES SUBMITTED (NOA02-1216.05) HAS
 A LIMITATION (4.2), "SHALL NOT BE
 INSTALLED ON ROOF MEAN HEIGHTS IN
 EXCESS OF 33 FT."THIS PRODUCT APPROVAL
 IS ACCEPTABLE FOR THE MAIL KIOSK BUT
 NOT THE APARTMENT BUILDINGS.ADDRESS.
  
 12.) A PROVISO HAS BEEN ADDED TO YOUR
 PRODUCT APPROVALS THAT ALL WINDOWS
 ARE TO BE IMPACT GLASS AS PER YOUR
 ARCHITECT'S LETTER.
  
 13.) THE PRODUCT APPROVALS SUBMITTED
 PREVIOUSLY NEED FLORIDA STATEWIDE, LOCAL
 OR SITE SPECIFIC PRODUCT APPROVALS
 FAC9B-72.
  
 14.) SUBMIT THE FOLLOWING PRODUCT
 APPROVALS:
 GARAGE DOOR (MAINT BLDG)
 LOUVERED DOOR (MAIL KIOSK)
  
 15.)SEPARATE PERMITS REQUIRED FOR THE
 POOL, FENCES AND SIGN.
  
 16.)PRODUCT APPROVALS NOT SUBMITTED
 PROPERLY FOR REVIEW BEFORE PERMIT
 ISSUANCE WILL REQUIRE SEPARATE PERMITS.

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-03-12 Cont ID  
Sent By shill Date 2004-03-12 Time 16:07 Rev Time 4.00
Received By shill Date 2004-03-12 Time 16:07 Sent To  
Notes
2004-03-12 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724
  
 1.)DUE TO THE SCOPE AND NATURE OF THE
 PROPOSED WORK THE BUILDING OFFICIAL WILL
 REQUIRE A RESIDENT INSPECTOR AS PROVIDED
 FOR IN FBC 105.3 AS AMENDED BY THE CITY
 OF WEST PALM BEACH.CONTACT HAROLD
 PISKURA FOR MORE INFORMATION,
 561-805-6711.THIS MUST BE DONE BEFORE
 A PERMIT CAN BE ISSUED.
  
 2.)NOTE 10, LUMBER AND FRAMING, SHEET
 AP/A1.03 HAS BEEN REVISED TO STATE
 "NON BEARING", BUT PER OUR CONVERSATION
 MUST BE ALSO FOR INTERIOR WALLS ONLY.
  
 3.)SEE PREVIOUS LISTS IN REGARDS TO
 THE REQUEST FOR TOPOGRAPHICAL
 AND DIMENSIONAL INFORMATION PERTINENT
 TO BUILDING LOCATION AND ACCESSIBILITY.
 THE TRANSMITTAL LETTER INDICATES THAT
 THE CIVIL DRAWINGS HAVE BEEN REVISED.
 AS CIVIL DRAWINGS ARE NOT A PART OF THIS
 PACKAGE, PLEASE REVISE THE
 ARCHITECTURALS TO PROVIDE THIS
 INFORMATION AS REQUIRED BY FBC TABLE
 600 AND CHAPTER 11.
  
 4.)BEFORE A PERMIT TO CONSTRUCT CAN
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY.THE PLANS MUST BE
 STAMPED AND THE RECEIPT ATTACHED TO THE
 APPLICATION.233-5025
  
 5.)DUMPSTER REQUIRES A SEPARATE
 PERMIT.
  
 6.)THE FOLLOWING PRODUCT APPROVALS
 WERE NOT SUBMITTED:
 ROOF
 SHUTTERS, IF APPLICABLE
 SINGLE HUNG WINDOWS
 MULLIONS
  
 FLORIDA STATEWIDE, LOCAL OR SITE
 SPECIFIC PRODUCT APPROVAL REQUIRED.
 WWW.FLORIDABUILDING.ORG
  
 7.)SEE PREVIOUS LIST, PROVIDE A COPY
 OF THE RECORDED PLAT FOR ADDRESSING
 PURPOSES.
  
 8.)ADDITIONAL FEES DUE.
  
 9.)SEE PREVIOUS LIST, ITEM #11,
 THERE ARE STILL REFERENCES ON THE
 PLAN TO THE EXPIRED MAGNA WALL 1997 (FOR
 INSTANCE, W-10 AP A1.04, W-1 AM A1.04).
  
 10.) SEE PREVIOUS LIST, ITEM #12.
 IMPACT PROTECTION REQUIRED.2ND AND 3RD
 FLOOR REQUIRES IMPACT GLASS.SEE
 ATTACHED POLICY IN REGARDS TO MISSILE
 IMPACT PROTECTION, ITEM #13.THE
 INSTALLATION PLAN FOR HURRICANE
 PROTECTION IS REQUIRED TO BE APPROVED
 BEFORE PERMIT ISSUANCE.
  
 11.)SEE PREVIOUS LIST, PROVIDE
 FIRE RATING INFORMATION FOR DOOR TYPE
 D, AP9.01.
  
 15.)SEE PREVIOUS LIST, FASTENING FOR
 SIMPSON CS16 (AP S4.01) CONFLICTS WITH
 THE CATALOG.ADDRESS - EITHER CHANGE
 TO BE CONSISTENT WITH THE MFGR SPEC OR
 SUBMIT CALCULATIONS.CHECK ALL
 CONNECTORS.
  
 16.)SEE PREVIOUS LIST, PROVIDE A
 SOILS INVESTIGATION REPORT, FBC104.3.1.1
 (8).
  
 17.)PROVIDE A SURVEY FOR THIS
 PROPERTY.
  
 18.)S4.01, THE HIP ROOF DOES NOT
 INDICATE A ZONE 3.
  
 19.)SIGN THE OWNER/AGENT LINE OF THE
 ENERGY CALC.
  
 20.)THE PRINTED NAME AND LICENSE #
 OF THE PERSON SEALING THE PLAN IS
 REQUIRED TO BE ON EACH SHEET, FAC
 61G1-16.003, 004.

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-01-20 Cont ID  
Sent By shill Date 2004-01-20 Time 10:16 Rev Time 4.00
Received By shill Date 2004-01-20 Time 10:16 Sent To  
Notes
2004-01-20 00:00:00*****CORRECTIONS******
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)DUE TO THE SCOPE AND NATURE OF THE
 PROPOSED WORK THE BUILDING OFFICIAL WILL
 REQUIRE A RESIDENT INSPECTOR AS PROVIDED
 FOR IN FBC 105.3 AS AMENDED BY THE CITY
 OF WEST PALM BEACH.CONTACT HAROLD
 PISKURA AT 561-805-6711 FOR MORE
 INFORMATION.
  
 2.)SEE PREVIOUS LIST, ITEM #3.THE
 CODE REFERENCED IS LIMITED TO 100 MPH
 WIND ZONE.ALTHOUGH YOU STATE IN THE
 RESPONSE LETTER THAT THIS IS FOR NON
 CRITICAL AREAS, THE SPECIFICATION ON
 THE PLAN IS NOT CODE COMPLIANT.
  
 3.)SEE PREVIOUS LIST, ITEM #5.
 PROVIDE INFORMATION AS PER FBC103.7
 FOR SUBMITTAL TO THE BUILDING OFFICIAL
 FOR APPROVAL OR PROVIDE A RATED SHAFT
 ENCLOSURE COMPLYING WITH FBC705.2.2
 AS REQUESTED.
  
 4.)SEE PREVIOUS LIST, ITEM #6.
 THE RESPONSE SHEET INDICATED THAT CIVIL
 DRAWINGS WITH TOPOGRAPHICAL AND
 DIMENSIONAL INFORMATION PERTINENT TO
 BUILDING LOCATIONS AND HANDICAP
 ACCESSIBILITY WOULD BE PROVIDED.NONE
 HAS BEEN PROVIDED AT THIS TIME.
  
 5.)SEE PREVIOUS LIST, ITEM #10.
 INFORMATION WAS GIVEN FOR HANDRAILS BUT
 NOT FOR THE GUARDRAILS, FBC1608.2.2.
 (A1.03)
  
 6.)BEFORE A PERMIT TO CONSTRUCT CAN BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY.THE PLANS MUST BE
 STAMPED AND THE RECEIPT ATTACHED TO THE
 APPLICATION.
  
 7.)SEPARATE PERMIT REQUIRED FOR EACH
 STRUCTURE.FYI, THE DUMPSTER HAS NOT
 BEEN APPLIED FOR.UNTIL ALL PLAN
 REVIEWS HAVE BEEN PASSED, IT IS
 RECOMMENDED (BUT NOT REQUIRED) THAT
 A RESUBMITTAL BE DONE ON ONE PERMIT ONLY
 TO AVOID RESUBMITTAL FEES.AFTER THIS
 PLAN HAS PASSED ALL TRADES, ONE PLAN
 FOR EACH BUILDING MUST BE SUBMITTED AS
 WELL THREE FOR THE FIRST BUILDING
 (MASTER).THE CLUBHOUSE, MAINTENANCE
 BUILDING AND SITE AMENITIES PERMITS
 ARE TO HAVE THREE SETS OF PLANS
 SUBMITTED WITH THE PLANS FOR THAT PERMIT
 ONLY INCLUDED.PLEASE CALL 805-6724 IF
 YOU HAVE ANY QUESTIONS ABOUT THIS
 PROCEDURE.
  
 BEFORE THE PERMIT IS ISSUED, ALL OLD/
 VOIDED SHEETS ARE TO BE REMOVED FROM
 THE PLANS.
  
 8.)SEE PREVIOUS LIST, ITEM #14.IF
 PRODUCT APPROVALS ARE NOT SUBMITTED,
 SEPARATE PERMITS FOR THE DOORS, WINDOWS,
 IMPACT PROTECTION, ROOF COVERING WILL
 BE REQUIRED.SOME PRODUCT APPROVALS
 WERE SUBMITTED BUT NOT ALL THAT ARE
 REQUIRED.
  
 FLORIDA STATEWIDE OR SITE SPECIFIC
 APPROVALS REQUIRED, RULE 9B-72.SEE
 THE DCA WEBSITE AT WWW.FLORIDABUILDING.
 ORG FOR MORE INFORMATION.SUBMIT THE
 FLORIDA PRODUCT APPROVAL WITH THE
 NOA.
  
 A SEPARATE PACKAGE OF PRODUCT APPROVALS
 WILL BE REQUIRED FOR THE MAINTENANCE
 BUILDING, CLUBHOUSE, AND AMENITIES.
  
 9.)PROVIDE A COPY OF THE RECORDED
 PLAT FOR ADDRESSING PURPOSES.
  
 10.) ADDITIONAL FEES DUE (VALUE
 ADJUSTMENT, RADON).
  
 11.) THERE ARE REFERENCES ON THE PLAN
 TO THE EXPIRED MAGNA WALL 1997 (FOR
 INSTANCE, W-10 AP A1.04, W-1 AM A1.04).
  
 12.) IMPACT PROTECTION REQUIRED FOR
 GLAZING FBC1606.1.4.HURRICANE SHUTTER
 SCHEDULE REQUIRED WITH TEST REPORTS AND
 FLORIDA PRODUCT APPROVAL TO BE A PART
 OF THIS PERMIT; OTHERWISE WILL REQUIRE
 SEPARATE PERMITS. SEE ATTACHED
 SCHEDULE FOR INSTALLATION OF OPENING
 PROTECTIVE DEVICES OR ASSEMBLIES.
  
 13.)SEE ATTACHED POLICY IN REGARDS
 TO MISSILE IMPACT PROTECTION, ITEM #13.
 THE PLAN REFERRED TO IS TO BE SUBMITTED
 AND APPROVED BEFORE PERMIT ISSUANCE.
  
 14.)PROVIDE TEST REPORT, FLORIDA
 STATEWIDE OR SITE SPECIFIC, AND FIRE
 RATING INFORMATION FOR DOOR TYPE D
 (AP9.01).
  
 15.)FASTENING FOR SIMPSON CS16 (SHEET
 AP S4.01) CONFLICTS WITH THE CATALOG.
 ADDRESS - EITHER CHANGE TO BE CONSISTENT
 WITH MFGR SPEC, OR SUBMIT CALCULATIONS.
 CHECK ALL CONNECTORS.
  
 16.)PROVIDE A SOILS INVESTIGATION
 REPORT, FBC104.3.1.1(8).

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-11-24 Cont ID  
Sent By hpiskura Date 2003-11-24 Time 09:06 Rev Time 0.00
Received By hpiskura Date 2003-11-24 Time 09:06 Sent To  
Notes
2003-11-24 00:00:00PLAN REVIEW ONLY, NOT A PERMIT
 APPLICATION.AT TIME OF PERMIT
 APPLICATION THE FOLLOWING COMMENTS MAY
 BE ADDRESSED ON THE PLANS.
  
 DUE TO THE SCOPE AND NATURE OF THE
 PROPOSED WORK THE BUILDING OFFICIAL
 WILL REQUIRE A RESIDENT INSPECTOR AS
 PROVIDED FOR IN FBC 105.3 AS AMENDED BY
 THE CITY OF WEST PALM BEACH.CONTACT
 HAROLD PISKURA AT 561-805-6665 FOR MORE
 INFORMATION.
  
 SHEET A1.03 DOES NOT CITE THE CORRECT
 EDITION OF THE STANDARDS INVOKED BY THE
 2001 FBC.EXAMPLE, ACI 318-02 NOT THE
 1995 EDITION.PLEASE REVISE AND ENSURE
 COMPLIANCE AS NECESSARY, INCLUDING
 CONCRETE COVERAGE AND LAP.SEE FBC
 3500.
  
 THE CITY OF WEST PALM BEACH HAS AMENDED
 FBC TABLE -2307.6B.THE MINIMUM
 THICKNESS STRUCTURAL PANEL IS 19/32"
 FOR 16" OC SPACING, NOT THE DECLARED
 7/16".SEE ALSO FBC 2301.1.2 AND THE
 100 MPH LIMITATION WITH REGARDS TO THE
 NAILINGSCHEDULE ON SHEET A1.03 NOTE
 #10.
  
 SHEET A1.05. THE NER -459 REPORT FOR
 THE MAGNA WALL SHOWN IS EXPIRED.
 PROVIDE AN ACCEPTANCE REPORT SUITABLE
 FOR THE FBC.
  
 THE BATH EXHAUST PENETRATION DETAIL ON
 SHEET A1.06 AND DETAIL 3/A7.03 IS NOT
 AN ACCEPTABLE ALTERNATE METHOD UNDER
 FBC 103.7 GIVEN THE 30 GA DUCT
 MATERIAL.PLEASE PROVIDE A FIRE RATED
 SHAFT ENCLOSLURE COMPLYING WITH FBC 705.
 2.2.
  
 SHEET A2.01.PLEASE PROVIDE DIMENSIONS
 ON THE SITE PLANS SHOWING THE DISTANCE
 BETWEEN BUILDINGS AND PROPERTY LINES.
 ALSO SHOW THE PERITNENT TOPOGRAPHIC
 FEATURES SOTHAT HANDI CAP ACCESSIBILITY
 MAY BE DETERMINED.
  
 THE PLANS AS SHOWN DO NOT MEET THE
 MINIMUM EGRESS REQUIREMENTS.FBC
 1004.1.4 REQUIRES THE EXITS TO BE A
 DISTANCE APART EQUAL TO OR GREATER THAN
 1/2 THE DIAGONAL DISTANCE SERVED.TWO
 INDEPENDENT EXITS ARE REQUIRED FROM THE
 THIRD FLOOR, SEE FBC 1004.2.1 AND
 1026.1.1, #4.
  
 THE STAIRS ARE REQUIRED TO BE ENCLOSED
 IN FIRE RATED CONSTRUCTION, SEE FBC
 1006.1.THEY DO NOT MEET THE CRITERIA
 FOR ESXTERIOR STAIRS IN FBC 1006.2 AND
 FBC 1014.SEE ALSO, FBC 1007.1.2 RE:
 CLOSED RISERS.
  
 SHEET A7.02, SHOW A SPECIFIC METHOD FOR
 INSTALLATION OF THE FIRE BLOCKING. DO
 NOT QUOTE THE CODE SECTION, SEE FBC 104.
 2.1.
  
 SEE FBC 1608.2 FOR THE MINIMUM DESIGN
 LOADS FOR HAND AND GUARD RAILS.
  
 SHOW THE FIRE SPRINKLER DESIGN ON THE
 PERMIT PLANS, INCLUDE THE MINIMUM
 INFORMATION IN CHAPTER TWO OF NFPA
 13R-99.
  
 BEFORE A PERMIT TO CONSTRUCT MAY BE
 ISSUED, IMPACT 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.
  
 SEPARATE PERMITS WILL BE REQUIRED FOR
 EACH STRUCTURE.
  
 IF NOTICE OF ACCEPTANCE REPORTS ARE NOT
 INCLUDED FOR THE DOORS, WINDOWS AND ROOF
 COVERINGS, SEPARATE PERMIT INFORMATION
 AND FEES WILL BE REQUIRED.

Review Stop E ELECTRICAL
Rev No 8 Status F Date 2005-05-16 Cont ID  
Sent By dpalmer Date 2005-05-16 Time 09:59 Rev Time 0.50
Received By dpalmer Date 2005-05-16 Time 09:58 Sent To  
Notes
2005-05-16 00:00:00****** REV UNSAT **********
  
 1)NOTE: PLANS CAME IN FOR REVISION UNDER
 MASTER/PROJECT.
 PLEASE SEE REVSIONS CAN NOT BE MADE TO A
 PROJECT/MASTER. PLEASE SUBMIT REVSIONS
 UNDER EACH BLDG PERMIT.
  
 2)NOTE: PLEASE SEE ELECTRICAL PLANS NOT
 SIGNED AND SEALED BY THE ENGINEER OF
 RECORD.
 FS 471.025
  
 IF THERE ARE ANY QUESTIONS, PLEASE DO
 NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
  

Review Stop E ELECTRICAL
Rev No 7 Status N Date 2004-12-23 Cont ID  
Sent By dpalmer Date 2004-12-23 Time 05:34 Rev Time 0.05
Received By dpalmer Date 2004-12-23 Time 05:34 Sent To B
Notes
2004-12-23 00:00:00SUBMITTAL FOR BLDG FIRE STOPPING
 SUBMITTED TO ELECTRICAL, THIS HAS BEEN
 SENT TO BLDG REVIEWER SHILL.
 THIS IS NOT AN ELECTRICAL SUBMITTAL.

Review Stop E ELECTRICAL
Rev No 6 Status F Date 2004-07-28 Cont ID  
Sent By dpalmer Date 2004-07-28 Time 17:34 Rev Time 0.25
Received By dpalmer Date 2004-07-28 Time 17:32 Sent To  
Notes
2004-07-28 00:00:00************** UNSAT **************
  
 1)NOTE: PLEASE SEE PLANS ARE COMING IN
 AS A REVISION FOR MASTER.
 MAY NOT REVISE MASTER.
 PLEASE ALSO SEE ONLY TWO SETS OF PLANS
 WERE SUBMITTED.
 E-SHEETS STAMPED IN ERROR. VOIDED SHEETS
  
  
 PLEASE SUBMIT REVISION UNDER BLDG/CH
 PERMIT #.
 PLEASE SEE ARCG SHEES NOT SEALED.
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]

Review Stop E ELECTRICAL
Rev No 5 Status P Date 2004-05-13 Cont ID  
Sent By dpalmer Date 2004-05-13 Time 13:05 Rev Time 2.00
Received By dpalmer Date 2004-05-13 Time 13:05 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 4 Status F Date 2004-05-08 Cont ID  
Sent By dpalmer Date 2004-05-08 Time 16:02 Rev Time 0.75
Received By dpalmer Date 2004-05-08 Time 16:01 Sent To  
Notes
2004-05-08 00:00:00*********** UNSAT *******************
  
 1)NOTE: NO EQUIPMENT GROUNDING CONDUCTOR
 FROM METER TO MAIN/ FIRST MEANS OF
 DISCONNECT. 250.6,250.24
  
 2)NOTE: PLEASE SHOW/INDICATE ALL RECCEPT
 -S SHOWN IN GARAGE AS GFI/GFI PROTECTED
 210.8
  
 3 )NOTE: PLEASE SEE 220.3B4.
 PLEASE SHOW ALL RECESSED LTS BASED ON
 MAX WATTAGE FOR FIXTURE(S). THIS MAY NOT
 BE FIGURED IN W/ 3W/PER SQ FT.
 PLEASE PROVIDE FIXTURE INFORMATION ON
 LEGEND.
 PLEASE SEE ALL SHEETS, ADJUST ALL LOADS
 CALCS.
  
 4)NOTE: PLANS INDICATE NOTE FOR EM LTS
 TO BE WIRED AHEAD OF LOCAL CIRCUITS,
 PLEASE SHOW CIRCUIT #'S.
  
 5)NOTE: PLEASE SEE LOADS SHOWN FOR HP
 E16.02 PLEASE SHOW ALL CONTINUOUS LOAD
 -S AT 125%(LIGHTING ETC)(LARGEST MOTORS)
 215.2,215.3,230.42,210.19A,210.20A ETC
  
 6)NOTE: PLEASE SEE E16-.02, NOTE MENTION
 -S NO ALUM FOR GROUNDING OR BONDING,
 YET FEEDER SCHEDULE STILLS NOTES AND
 DEATILS ALUM AS EQUIPMENT GRNDS.
  
 7)NOTE: PLEASE SEE AP E16.00.
 PLEASE INDICATE RATING OF POLES AND LTS
 TO BE RATED FOR FBC 140 MPH.
  
 PLANS HAVE NOW BEEN CHANGED TO BE A
 MASTER. ALL CORRECTIONS MUST BE DONE,
 NO REDLINES CAN BE DONE.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2004-03-08 Cont ID  
Sent By dpalmer Date 2004-03-08 Time 11:00 Rev Time 2.00
Received By dpalmer Date 2004-03-08 Time 08:06 Sent To  
Notes
2004-03-08 00:00:00*** REDLINED **
  
 MAINT BLDG RISER, NO EQUIPMENT GROUNDING
 FROM METER TO MAIN. 250.24, 250.6

Review Stop E ELECTRICAL
Rev No 2 Status F Date 2004-01-05 Cont ID  
Sent By dpalmer Date 2004-01-05 Time 12:12 Rev Time 3.00
Received By dpalmer Date 2004-01-05 Time 12:12 Sent To  
Notes
2004-01-05 00:00:00************** UNSAT **********
  
 PLEASE SEE THAT SOME NOTES FROM FIRST
 REVIEW STILL NEED TO BE ADDRESSED.
  
 1)NOTE: PLEASE SEE THAT IT APPEARS
 SOME OF THE CORRECTIONS WERE MADE TO
 SOME SHEETS AND THOSE SHEETS WERE
 INSERTED, HOWEVER A NEW AP16.02 WAS NOT
 SUBMITTED. PLEASESEE THE FOLLOWING
 COMMENTS.
  
 2)NOTE: PLEASE SEE RESPONSE #1 ,
 MENTIONS SHOWN ON AP E16.01, COMMENT
 HAD TO DO WITH CLUBHOUSE PLANS.
 COMMENT HAS NOT BEEN ADDRESSED, PLEASE
 SEE 700.12E.
  
 3)NOTE: PLEASE SEE THE REVISED NEW
 SHEETS FOR APE16.02 WAS NOT SUBMITTED,
 OTHER REVISED RISER DIAGRAMS DID MAKE
 SOME OF THE CHANGES, BUT UNABLE TO
 VERIFY ON AP SHEET.
 250.50
 PLEASE ALSO SEE MIN SIZE OF CONDUCTORS
 FOR ALUM AND ALSO FOR GROUNDING/BONDING.
 310.2
  
 4)NOTE: PLEASE SEE NOTE ON AP E16.02,
 STILL NOTES, RECEPTS TO BE ARC FAULT
 PROTECTED. IT HAS BEEN NOTED ON AP E-16.
 01.
  
 5)NOTE: PLEASE PROVIDE AWG ON PANEL
 SCHEDULES AND CORRELATE WITH OCP.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW SHEETS FOR 3 COMPLETE
 SETS FOR REVIEW AND STAMPING.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-10-23 Cont ID  
Sent By dpalmer Date 2003-10-23 Time 06:37 Rev Time 3.00
Received By dpalmer Date 2003-10-23 Time 06:37 Sent To  
Notes
2003-10-23 00:00:00************** UNSAT ****************
  
 1)NOTE: PLEASE SHOW ALL CIRCUITING ON
 PLANS AND CORRELATE WITH THE SUBMITTED
 PANEL SCHEDULES.
 PLEASE SEE 700.12 FOR CIRCUITING OF
 EM/EXT LTS.
  
 2)NOTE: PLEASE CLARIFY LIGHTING IN ELEC
 RM PER 700.16
  
 3)NOTE: PLEASE SEE SERVICE SHOWN ON
 PLAN LAYOUT. SHOWS FPL TRANSFORMER
 MOUNTED IN BETWEEN METER AND MAINS?
 PLEASE CORRELATEWITH RISER.
  
 4)NOTE: PLEASE INCLUDE FOOTER STEEL
 AS PART OF THE GROUNDING ELECTRODE
 SYSTEM AS REQ'D PER 250.50. THIS IS FOR
 THE MAINT BLDG AND CLUBHOUSE.
  
 5)NOTE: PLEASE SEE PANEL SCHEDULE FOR
 PANEL "A", SHOWN AS MCB AND RISER SHOWS
 MLO. PLEASE CORRELATE. A MCB IS PERMITT-
 -EDBU T NOT REQ'D. IF SHOWN THEN IT
 WILL BE REQ'D TO BE INSTALLED.
  
 6)NOTE: PLEASE INCREASE SEC'S TO NEXT
 SIZE UP. NEXT SIZEUP FOR SEC'S WOULD
 BE 700A (240.6) AND SERVICE IS SHOWN
 AS BEING "800A'S". 240.42,230.43, SIZE
 PER 310.16
  
 7)NOTE: PLEASE PROVIDEAIC RATINGS FOR
 ALL SERVICE EQUIPMENT. MAINS/ PANELS/
 BRKRS ARE ALL TO BE RATED FOR THE
 AVAILABLE FAULT CURRENT. 110.9
 PLEASE ALSO INCLUDE FOR EQUIP ON E16.01
  
 8)NOTE: PLEASE SEE THAT MAIL KIOSK WILL
 REQUIRE A MEANS OF DISC PER 225.31
  
 9)NOTE:PLEASE SEE MISSING SDE'S INSIDE
 AND OUTSIDE ALL SLEEPING RMS. NFPA-72
 8-1.4.2
  
 10)NOTE: PLEASE SHOW ALL CIRCUITING ON
 APTS UNITS ALSO AND CORRELATE.
  
 11)NOTE: PLEASE SHOW ALL CONTINUOUS LOAD
 -S AT 125%. 215.3/230.42 ETC
  
 12)NOTE: PLEASE NOTE, PER LOCAL AMEND-
 -MENTS. ALUMINUM CONDUCTORS ARE NOT TO
 BE USED FOR GROUNDING OR BONDING.310.2
 NONE SMALLER THAN #2 FOR ALL OTHERS.
  
 13)NOTE: PLEASE SEE 250.50 FOR REQ'D
 ATTACHMENTS FOR GROUNDING ELECTRODE
 SYSTEM.
  
 14)NOTE: PLEASE SEE NOTE ON PLAN MENTION
 (S) TO PROTECT BEDROOM RECEPTS FOR ARC
 FAULT. PER 210.12
 PLEASE SEE THAT WE ARE NOW UNDER THE
 2002 NEC AND REQUIREMENTS FOR 210.12
 HAS CHANGED.
  
 15)NOTE: PLEASE PROVIDE WIRE SIZES ON
 PANEL SCHEDULE.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 PLEASE SEE NOTES FROM OTHER REVIEWERS
 AS COMMENTS MAY AFFECT ELECTRICAL PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 INSERT NEW SHEETS INTO COMPLETE SETS
 FOR REVIEW AND STAMPING.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]

Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2004-04-14 Cont ID  
Sent By csiegber Date 2004-10-12 Time 16:37 Rev Time 0.50
Received By mamini Date 2004-04-14 Time 11:32 Sent To  
Notes
2004-04-14 00:00:00PASSED :
 1. SEE # 04040584 FOR UNDERGROUND
 UTILITIES AND SITE WORK.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI

Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2004-02-23 Cont ID  
Sent By mamini Date 2004-02-23 Time 09:11 Rev Time 0.50
Received By mamini Date 2004-02-23 Time 09:11 Sent To  
Notes
2004-02-23 00:00:00FAILED:
 1. PLEASE SEE PREVIOUS REVIEW COMMENTS
 DATED 10-15-03.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI

Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2003-12-18 Cont ID  
Sent By mamini Date 2003-12-18 Time 10:47 Rev Time 1.00
Received By mamini Date 2003-12-18 Time 10:46 Sent To  
Notes
2003-12-18 00:00:00FAILED:
 1. PLEASE SEE THE PREVIOUS REVIEW
 COMMENTS DATED 10-15-03.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-10-15 Cont ID  
Sent By mamini Date 2003-10-15 Time 10:27 Rev Time 0.50
Received By mamini Date 2003-10-15 Time 10:26 Sent To  
Notes
2003-10-15 00:00:00FAILED:
 1. PLEASE PROVIDE CIVIL/SITE ENGINEERING
 PLANS FOR OUR REVIEW AND APPROVAL, ALSO
 SUBMIT TWO SETS TO PUBLIC UTILITIES AND
 ENGINEERING FOR THEIR REVIEW AND ALL THE
 CONNECTION TO CITY SERVICES, ATT: MANNY
 GONZALEZ, 659-8040 EX 2306.
 2. PLEASE SUBMIT STORM WATER CALCULATION
 ,IT SHOULD INCLUDE PERVIOUS, IMPERVIOUS
 AND TOTAL SITE AREA.
 3. PLEASE SUBMIT A COPY OF THE SFWMD
 PERMIT.
 4. PLEASE NOTE THAT A SEPARATE PERMIT
 APPLICATION AND FEES FOR "UNDERGROUND
 UTILITIES AND SITE WORK" PERMIT IS
 REQUIRED, PLEASE SUBMIT TWO SETS OF
 CIVIL PLANS ONLY, SIGNED & SEALED.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2004-02-24 Cont ID  
Sent By nmccray Date 2004-02-24 Time 09:41 Rev Time 0.00
Received By nmccray Date 2004-02-24 Time 09:41 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2004-01-15 Cont ID  
Sent By mcarsill Date 2004-01-15 Time 18:28 Rev Time 0.00
Received By mcarsill Date 2004-01-15 Time 18:28 Sent To  
Notes
2004-01-15 00:00:00PLAN WAS ORIGINALLY REVIEWED ON
 12.24.03.
  
 1) SITE PLAN DOES NOT SHOW REQUIRED
 FIRE HYDRANTS.
  
 2) FIRE EXTINGUISHERS IN CABINETS SHALL
 BE A MINIMUM OF 5 LBS. NOT 4 LBS.
 AS SHOWN ON THE PLANS.
  
 3) TACTILE SIGNAGE REQUIRED AT
 STAIRWAYS.
  
 4) BUILDING ADDRESS IS REQUIRED ON
 CLUBHOUSE.
  
 5) AUDIBLE AND VISUAL FIRE ALARM
 DEVICES ARE REQUIRED IN HANDICAP
 APARTMENTS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-10-30 Cont ID  
Sent By mcarsill Date 2003-10-30 Time 06:42 Rev Time 0.00
Received By mcarsill Date 2003-10-30 Time 06:42 Sent To  
Notes
2003-10-30 00:00:001) SITE PLAN DOES NOT INDICATE FIRE
 HYDRANTS OR FIRE LINES.
  
 2) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATIONS FOR WALLS AND CEILINGS.
  
 3) BUILDING ADDRESSES SHALL BE A
 MINIMUM OF 6" HIGH.
  
 4) PLEASE INDICATE PRESCRIPTIVE
 STRENGTH REQUIREMENTS FOR HANDRAILS
 AND GUARDRAILS.
  
 5) WET FIRE HYDRANTS ARE REQUIRED PRIOR
 TO, DURING AND AFTER CONSTRUCTION.
  
 6) SUITABLE ROADS ARE TO BE PROVIDED
 DURING CONSTRCTION FOR FIRE AND
 PARAMEDICAL ACCESS.
  
 7) BUILDING ADDRESS REQUIRED ON
 CLUBHOUSE.
  
 8) ALL FIRE ALARM SYSTEMS THAT SUPERVISE
 AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL
 BE LISTED FOR CENTRAL STATION SERVICE.
  
 9) SMOKE DETECTORS WERE NOTED TO BE
 MISSING FROM THE BEDROOMS.
  
 10) NO FIRE SPRINKLER SYSTEM DRAWINGS
 PROVIDED WITH PLANS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910

Review Stop I INCOMING/PROCESSING
Rev No 50 Status N Date 2005-07-20 Cont ID  
Sent By adarroug Date 2005-07-20 Time 09:27 Rev Time 0.00
Received By adarroug Date 2005-07-20 Time 09:27 Sent To B
Notes
2005-07-20 00:00:00TO "SHILL" DESK/REV

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Rev No 49 Status N Date 2005-06-01 Cont ID  
Sent By adarroug Date 2005-06-01 Time 16:36 Rev Time 0.00
Received By adarroug Date 2005-06-01 Time 16:36 Sent To B
Notes
2005-06-01 00:00:00TO "SHILL" DESK/REVISION

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Rev No 48 Status N Date 2005-05-10 Cont ID  
Sent By adarroug Date 2005-05-10 Time 15:55 Rev Time 0.00
Received By adarroug Date 2005-05-10 Time 15:55 Sent To E
Notes
2005-05-10 00:00:00TO "DPALMER" DESK/REVISION

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Rev No 47 Status N Date 2005-04-20 Cont ID  
Sent By adarroug Date 2005-04-20 Time 11:50 Rev Time 0.00
Received By adarroug Date 2005-04-20 Time 11:49 Sent To B
Notes
2005-04-20 00:00:00TO "SHILL" DESK/SUBMITTAL

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Rev No 46 Status N Date 2005-04-06 Cont ID  
Sent By adarroug Date 2005-04-06 Time 16:35 Rev Time 0.00
Received By adarroug Date 2005-04-06 Time 16:35 Sent To B
Notes
2005-04-06 00:00:00TO "SHILL" DESK/REVISION

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Rev No 45 Status N Date 2005-03-16 Cont ID  
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Received By adarroug Date 2005-03-16 Time 16:22 Sent To B
Notes
2005-03-16 00:00:00TO SHILL DESK/SUBMITTAL

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Rev No 44 Status N Date 2005-03-16 Cont ID  
Sent By adarroug Date 2005-03-16 Time 14:37 Rev Time 0.00
Received By adarroug Date 2005-03-16 Time 14:37 Sent To E
Notes
2005-03-16 00:00:00TO "DPALMER" DESK/REVISION

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Rev No 43 Status N Date 2005-02-28 Cont ID  
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Received By adarroug Date 2005-02-28 Time 12:26 Sent To B
Notes
2005-02-28 00:00:00TO "SHILL" DESK/SUBMITTAL

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Rev No 42 Status N Date 2005-02-04 Cont ID  
Sent By adarroug Date 2005-02-04 Time 10:59 Rev Time 0.00
Received By adarroug Date 2005-02-04 Time 10:59 Sent To B
Notes
2005-02-04 00:00:00TO SHILL DESK

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Rev No 41 Status N Date 2005-01-25 Cont ID  
Sent By mjacobs Date 2005-01-25 Time 07:46 Rev Time 0.00
Received By mjacobs Date 2005-01-25 Time 07:46 Sent To B
Notes
2005-01-25 00:00:00TO "SH" DESK/SUBMITTALS.

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Rev No 40 Status N Date 2005-01-18 Cont ID  
Sent By mjacobs Date 2005-01-18 Time 16:03 Rev Time 0.00
Received By mjacobs Date 2005-01-18 Time 16:03 Sent To M
Notes
2005-01-18 00:00:00TO "M/AC" BOX./REV.

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Rev No 39 Status N Date 2005-01-11 Cont ID  
Sent By mjacobs Date 2005-01-11 Time 14:09 Rev Time 0.00
Received By mjacobs Date 2005-01-11 Time 14:09 Sent To B
Notes
2005-01-11 00:00:00TO "SH" DESK./SUBMITTALS.

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Rev No 38 Status N Date 2005-01-07 Cont ID  
Sent By mjacobs Date 2005-01-07 Time 09:37 Rev Time 0.00
Received By mjacobs Date 2005-01-07 Time 09:37 Sent To B
Notes
2005-01-07 00:00:00TO "SH" DESK

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Rev No 37 Status N Date 2004-12-29 Cont ID  
Sent By mjacobs Date 2004-12-29 Time 14:02 Rev Time 0.00
Received By mjacobs Date 2004-12-29 Time 14:02 Sent To B
Notes
2004-12-29 00:00:00TO "SH" DESK

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Rev No 36 Status N Date 2004-12-27 Cont ID  
Sent By mjacobs Date 2004-12-27 Time 09:19 Rev Time 0.00
Received By mjacobs Date 2004-12-27 Time 09:19 Sent To B
Notes
2004-12-27 00:00:00TO "SH" DESK.

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Rev No 35 Status N Date 2004-12-23 Cont ID  
Sent By mjacobs Date 2004-12-23 Time 09:20 Rev Time 0.00
Received By mjacobs Date 2004-12-23 Time 09:20 Sent To B
Notes
2004-12-23 00:00:00SENT TO "SH" DESK.

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Rev No 34 Status N Date 2004-12-21 Cont ID  
Sent By mjacobs Date 2004-12-21 Time 13:39 Rev Time 0.00
Received By mjacobs Date 2004-12-21 Time 13:39 Sent To M
Notes
2004-12-21 00:00:00SENT TO "M/AC" BOX.

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Rev No 33 Status N Date 2004-12-17 Cont ID  
Sent By mjacobs Date 2004-12-17 Time 15:55 Rev Time 0.00
Received By mjacobs Date 2004-12-17 Time 15:55 Sent To B
Notes
2004-12-17 00:00:00SENT TO "SH" DESK.ALSO ONE SUBMITTAL TO
 "DP" DESK, AND ONE SET TO "M/AC" BOX.

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Rev No 32 Status N Date 2004-12-16 Cont ID  
Sent By mjacobs Date 2004-12-16 Time 07:45 Rev Time 0.00
Received By mjacobs Date 2004-12-16 Time 07:45 Sent To B
Notes
2004-12-16 00:00:00SENT TO "SH" DESK.

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Rev No 31 Status N Date 2004-12-13 Cont ID  
Sent By mjacobs Date 2004-12-13 Time 08:47 Rev Time 0.00
Received By mjacobs Date 2004-12-13 Time 08:47 Sent To B
Notes
2004-12-13 00:00:00SENT TO "SH" DESK/SUBMITTAL.

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Rev No 30 Status N Date 2004-11-22 Cont ID  
Sent By mjacobs Date 2004-11-22 Time 15:56 Rev Time 0.00
Received By mjacobs Date 2004-11-22 Time 15:56 Sent To B
Notes
2004-11-22 00:00:00SENT TO "SH" DESK/SUBMITTALS.

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Rev No 29 Status N Date 2004-11-18 Cont ID  
Sent By csiegber Date 2004-11-18 Time 15:50 Rev Time 0.00
Received By csiegber Date 2004-11-18 Time 15:50 Sent To B
Notes
2004-11-18 00:00:00TO SH DESK/SUBMITTAL

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Rev No 28 Status N Date 2004-11-16 Cont ID  
Sent By mjacobs Date 2004-11-16 Time 14:15 Rev Time 0.00
Received By mjacobs Date 2004-11-16 Time 14:15 Sent To B
Notes
2004-11-16 00:00:00SENT TO "B" TO SH DESK

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Rev No 27 Status N Date 2004-11-15 Cont ID  
Sent By csiegber Date 2004-11-15 Time 11:28 Rev Time 0.00
Received By csiegber Date 2004-11-15 Time 11:28 Sent To B
Notes
2004-11-15 00:00:00TO SH DESK/4 SUBMITTALS/
 ELEVATION CERTS
 1 SUBMITTAL/TRUSS BEAM

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Rev No 26 Status N Date 2004-11-02 Cont ID  
Sent By csiegber Date 2004-11-02 Time 16:45 Rev Time 0.00
Received By csiegber Date 2004-11-02 Time 16:45 Sent To B
Notes
2004-11-02 00:00:00TO SH DESK/2 TRUSS DRAWS

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Rev No 25 Status N Date 2004-10-29 Cont ID  
Sent By csiegber Date 2004-10-29 Time 15:45 Rev Time 0.00
Received By csiegber Date 2004-10-29 Time 15:45 Sent To B
Notes
2004-10-29 00:00:00TO SH DESK/REV

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Rev No 24 Status N Date 2004-10-29 Cont ID  
Sent By csiegber Date 2004-10-29 Time 15:28 Rev Time 0.00
Received By csiegber Date 2004-10-29 Time 15:28 Sent To B
Notes
2004-10-29 00:00:00TO SH DESK/3 SUBMITTALS
 CONCRETE MIX ALTERNATE SUPPLIER
 ELEVATION CERTIFICATE
 FORUM BOARDS SURVEY

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Rev No 23 Status N Date 2004-10-25 Cont ID  
Sent By csiegber Date 2004-10-25 Time 15:34 Rev Time 0.00
Received By csiegber Date 2004-10-25 Time 15:34 Sent To B
Notes
2004-10-25 00:00:00TO SH DESK/SUBMITTAL

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Rev No 22 Status N Date 2004-10-20 Cont ID  
Sent By csiegber Date 2004-10-20 Time 16:45 Rev Time 0.00
Received By csiegber Date 2004-10-20 Time 16:45 Sent To B
Notes
2004-10-20 00:00:00TO SH DESK/SUBMITTALS

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Rev No 21 Status N Date 2004-10-18 Cont ID  
Sent By csiegber Date 2004-10-18 Time 15:21 Rev Time 0.00
Received By csiegber Date 2004-10-18 Time 15:21 Sent To B
Notes
2004-10-18 00:00:00TO SH DESK/2 SUBMITTALS

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Rev No 20 Status N Date 2004-10-12 Cont ID  
Sent By csiegber Date 2004-10-12 Time 16:37 Rev Time 0.00
Received By csiegber Date 2004-10-12 Time 16:37 Sent To ENG
Notes
***NONE***

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Rev No 19 Status N Date 2004-10-12 Cont ID  
Sent By csiegber Date 2004-10-12 Time 16:06 Rev Time 0.00
Received By csiegber Date 2004-10-12 Time 16:06 Sent To B
Notes
2004-10-12 00:00:00TO SH DESK/SUBMITTAL/ELEVATION CERT

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Rev No 18 Status N Date 2004-10-07 Cont ID  
Sent By csiegber Date 2004-10-07 Time 16:17 Rev Time 0.00
Received By csiegber Date 2004-10-07 Time 16:17 Sent To B
Notes
2004-10-07 00:00:00TO SH DESK/2 SUBMITTALS
 CONCRETE SUBMITTAL
 SOIL BEARING & TESTS

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Rev No 17 Status N Date 2004-10-07 Cont ID  
Sent By csiegber Date 2004-10-07 Time 16:13 Rev Time 0.00
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Notes
2004-10-07 00:00:00TO SH DESK/REV

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Rev No 16 Status N Date 2004-10-05 Cont ID  
Sent By csiegber Date 2004-10-05 Time 10:56 Rev Time 0.00
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Notes
2004-10-05 00:00:00TO SH DESK/SUBMITTAL
 ROOF TRUSS

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Rev No 15 Status N Date 2004-10-05 Cont ID  
Sent By csiegber Date 2004-10-05 Time 10:55 Rev Time 0.00
Received By csiegber Date 2004-10-05 Time 10:55 Sent To B
Notes
2004-10-05 00:00:00TO SH DESK/SUBMITTAL
 FIRESTOPPING SUBMITTAL

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Rev No 14 Status N Date 2004-10-04 Cont ID  
Sent By csiegber Date 2004-10-04 Time 11:00 Rev Time 0.00
Received By csiegber Date 2004-10-04 Time 11:00 Sent To B
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2004-10-04 00:00:00TO SH DESK/SUBMITTAL

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Rev No 13 Status N Date 2004-09-23 Cont ID  
Sent By csiegber Date 2004-09-23 Time 10:22 Rev Time 0.00
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2004-09-23 00:00:00TO SH DESK/SUBMITTAL

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Rev No 12 Status N Date 2004-09-14 Cont ID  
Sent By csiegber Date 2004-09-14 Time 14:09 Rev Time 0.00
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2004-09-14 00:00:00TO SH DESK/SUBMITTAL

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Rev No 11 Status N Date 2004-09-14 Cont ID  
Sent By csiegber Date 2004-09-14 Time 14:08 Rev Time 0.00
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Notes
2004-09-14 00:00:00TO SH DESK/SUBMITTAL

Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2004-07-26 Cont ID  
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2004-07-26 00:00:00TO COMM BD#44

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Rev No 9 Status N Date 2004-07-08 Cont ID  
Sent By csiegber Date 2004-07-08 Time 11:54 Rev Time 0.00
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Notes
2004-07-08 00:00:00TO SH DESK/RESUB

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Rev No 8 Status N Date 2004-05-12 Cont ID  
Sent By csiegber Date 2004-05-12 Time 14:37 Rev Time 0.00
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Notes
2004-05-12 00:00:00TO COMM BD#5/BOX ON SHELF

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Rev No 7 Status N Date 2004-05-06 Cont ID  
Sent By csiegber Date 2004-05-06 Time 14:15 Rev Time 0.00
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Notes
2004-05-06 00:00:00TO COMM BD#10
 PER SH NEW SHEETS FOR B,E,M, Z INCL.

Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2004-05-04 Cont ID  
Sent By csiegber Date 2004-05-04 Time 15:19 Rev Time 0.00
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2004-05-04 00:00:00TO SH/BOX W/ROLLS ON SHELF

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Rev No 5 Status N Date 2004-04-16 Cont ID  
Sent By csiegber Date 2004-04-16 Time 16:18 Rev Time 0.00
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Notes
2004-04-16 00:00:00TO SH DESK/SUBMITTAL

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Rev No 4 Status N Date 2004-04-08 Cont ID  
Sent By csiegber Date 2004-04-08 Time 16:28 Rev Time 0.00
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Notes
2004-04-08 00:00:00TO COMM BD#19

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-02-20 Cont ID  
Sent By csiegber Date 2004-02-20 Time 15:16 Rev Time 0.00
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Notes
2004-02-20 00:00:00TO COMM BD#46/PLANS ON RACK

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-12-12 Cont ID  
Sent By csiegber Date 2003-12-12 Time 10:11 Rev Time 0.00
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2003-12-12 00:00:00TO COMM BD#37

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Rev No 1 Status N Date 2003-12-09 Cont ID  
Sent By mmclean Date 2003-11-25 Time 10:11 Rev Time 0.00
Received By kmcvey Date 2003-10-10 Time 15:00 Sent To  
Notes
2003-10-10 00:00:00TO COMM BD#59

Review Stop M MECHANICAL (A/C)
Rev No 7 Status P Date 2005-01-24 Cont ID  
Sent By prafter Date 2005-01-24 Time 11:16 Rev Time 1.00
Received By prafter Date 2005-01-24 Time 11:16 Sent To PC
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2005-01-03 Cont ID  
Sent By hmoser Date 2005-01-03 Time   Rev Time 0.00
Received By hmoser Date 2005-01-03 Time   Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2004-12-31 Cont ID  
Sent By pkrauss Date 2004-12-31 Time 06:38 Rev Time 1.25
Received By pkrauss Date 2004-12-31 Time 06:19 Sent To  
Notes
2004-12-31 00:00:00PROVISO:
 1.PLAN SHEET AP/M15.03 DETAIL OF THE
 WALL HUNG UNIT.PER 2001 FBC(M)603.1.3,
 4" MINIMUM IS REQUIRED AROUND THE AHU.
  
 2.PLAN SHEET AP/M15.01, PLAN DOES NOT
 INDICATE RADIATION DAMPERS THAT ARE
 REQUIRED DUE TO THE BUILDING TYPE.SEE
 PLAN SHEET AP/15.03 FOR INSTALLATION
 DETAIL FOR THE REQUIRED DAMPERS.THIS
 IS REQUIRED AT EACH GRILLE.
  
 3.PLAN SHEET CH/M15.01 IS NOT
 APPROVED.FIRE DAMPERS ARE REQUIRED AT
 THE DUCT PENETRATIONS THROUGH THE WALL
 AT THE LAUNDRY ROOM.REFERENCE PLAN
 SHEET AM/A1.04(REVISED 10/4/04), DETAIL
 FOR THE WALL ASSEMBLY FOR THE "INTERIOR
 RATED WALL @ CLUBHOUSE LAUNDRY" (W-3),
 THIS REQUIRES FIRE DAMPERS FOR THE
 PENTRATIONS.
  
 EXCEPTION TO FIRE DAMPERS ARE AS
 FOLLOWS:
 1.DUCT SHALL NOT EXCEED 100 SQ
 INCHES.
 2.THE DUCT SHALL BE OF .0217" MINIMUM
 STEEL.
 3.DUCT SHALL CONTINUE A MINIMUM OF 5
 FT FROM RATED WALL ON HAVE NO OPENINGS
 WITHIN 5 FT OF THE PENETRATION.
 4.DUCT SHALL BE INSTALLED ABOVE THE
 CEILING.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
 E-MAIL:[email protected].
  
  

Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2004-04-19 Cont ID  
Sent By pkrauss Date 2004-04-19 Time 11:47 Rev Time 0.55
Received By pkrauss Date 2004-04-19 Time 11:47 Sent To  
Notes
2004-04-19 00:00:00PROVISO:
 SEE COMMENTS FROM SAMANTHA HILL,
 BUILDING PLAN REVIEW; ENERGY
 CALCULATIONS ARE INCORRECT.PLEASE
 REVISE & RESUBMIT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.

Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2004-03-09 Cont ID  
Sent By pkrauss Date 2004-03-09 Time 06:39 Rev Time 1.40
Received By pkrauss Date 2004-03-09 Time 06:39 Sent To  
Notes
2004-03-09 00:00:00DENIED:
 1.REFERENCE RESPONSE LETTER DATED
 2-19-04; RESPONSE #1 - "REVISE AP/M15.01
 TO INCLUDE OUTSIDE AIR DUCTS TO AHU'S.
 PLEASE INDICATE ON THE PLAN AN OUTSIDE
 AIR SCHEDULE SHOWING COMPLIANCE WITH
 TABLE 403.3.
  
 2.RESPONSE #2 - "REFER TO DETAIL ON
 AP/A15.01". DETAIL INDICATES A RATED
 WALL AND NOT A VENTED SHAFT AS REQUIRED
 IN ASHRAE 15-92 SECTIOIN 11.12.3 (A)
 THROUGH (C).
  
 3.AUXILIARY DRAIN PAN WITH OVERFLOW
 PROTECTION REQUIRED PER 2001 FBC(M)
 307.2.3.
  
 PER CONVERSATION WITH GIL (ENGINEER),
 WAITING STATE RULING ON WHICH ASHRAE
 STANDARD WE ARE UNDER.CHAPTER 15
 INDICATES 15-94 & NOT 15-2001.
  
 COMMENT #3 WILL BE ADDRESSED/PLAN WILL
 INDICATE A 4" CLEARANCE AROUND THE AHU.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.

Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2003-12-31 Cont ID  
Sent By pkrauss Date 2003-12-31 Time 07:43 Rev Time 1.50
Received By pkrauss Date 2003-12-31 Time 07:31 Sent To  
Notes
2003-12-31 00:00:00DENIED:
 APARTMENTS
 1.PER 2001 FBC(M) 403.3, OCCUPANCY
 TYPE R-2 (MULTI-FAMILY) REQUIRES
 OUTSIDE AIR.ONLY ONE & TWO FAMILY
 DWELLINGS (R-3) ARE EXEMPT FROM 403.3.
 PLEASE REVISE AND SHOW COMPLIANCE WITH
 TABLE 403.3.
  
 2.PLEASE NOTE, REFRIGERANT LINES
 INSTALLED VERTICALLY THROUGH FLOORS
 SHALL COMPLY WITH ASHRAE 15-92 SECTION
 11.12.3 (A) THROUGH (C).
  
 CLUBHOUSE:
 NO COMMENTS
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2003-11-17 Cont ID  
Sent By pkrauss Date 2003-11-17 Time 12:41 Rev Time 6.00
Received By pkrauss Date 2003-11-17 Time 12:41 Sent To  
Notes
2003-11-17 00:00:00DENIED:
 APARTMENTS:
 1.PLEASE PROVIDE O.A. CALCULATIONS FOR
 THE DWELLING UNITS AS PER 2001 FBC(M)
 403.3.
  
 2.AUXILIARY DRAIN PAN REQUIRED WITH
 OVERFLOW PROTECTION OR A SEPARATE DRAIN
 LINE PER 2001 FBC(M) 307.2.3.
  
 3.PLEASE NOTE, RETURN AIR GRILLES TO
 BE SIZED AS FOLLOWS - 50 SQ IN (OF
 GRILLE AREA) TO 100 CFM OF SUPPLY AIR
 WHEN SIZING THROUGH THE WALL TRANSFER
 GRILLES. 2001 FBC(M) 601.4 EXCEPTION #2.
  
 4.PLAN SHEET 15.01 NOTE #12, SEE DRYER
 DUCT ROUTING AND CONNECTION ON THE ARCH
 PLANS.PLEASE INDICATE ARCH PLAN SHEET
 FOR QUICK REFERENCE. PLAN SHEET AP A1.06
 SHOWS A DETAIL & AP A7.01 SHOWS THE
 TERMINATION AT OUTSIDE WALL WITH CAP.
 PLEASE NOTE IF SPECIFIC DRYERS ARE TO
 BE INSTALLED FOR THE CAPABILITY OF
 LONGER DUCT RUNOUTS, PROVIDE SUBMITTAL
 ON DRYER & DRYERS MUST BE INSTALLED
 PRIOR TO FINAL INSPECTION.
  
 CLUBHOUSE:
 1. AS PER 2001 FBC(M) 601.4 EXCEPTION
 #1 TRANSFER DUCTS SHALL BE SIZED 1 1/2
 TIMES THE CROSS SECTIONAL AREA (SQ IN)
 OF THE SUPPLY ENETERING THE ROOM OR
 SPACE.SEE ATTACHED.
  
 2.PLAN SHEET CH M15.01 INDICATES R/A
 GRILLES AS "E".PLAN SHEET CH M15.02
 GRILLE & DIFFUSER SCHEDULE INDICATES
 RETURNS AS "B".PLEASE CLARIFY
  
 3.PLAN SHEET CH M-15.01 INDICATES A
 TRANSFER DUCT FROM THE LAUNDRY ROOM TO
 THE CLUBROOM.ROOMS THAT EMIT HEAT OR
 EQUIPMENT OR PROCESSES THAT PRODUCE OR
 THROW OFF DUST OR PARTICLES LIGHT ENOUGH
 TO FLOAT IN THE AIR SHALL NOT BE RE-
 CICULATED. 2001 FBC(M) 401.7 & 502.1.
  
 4.DRYER INSTALLATIONS EXHAUSTING MORE
 THAN 200 CFM SHALL BE PROVIDED WITH MAKE
 UP AIR. 2001 FBC(M) 504.5.
  
 MAINTENANCE BUILDING:
 1.PLEASE INDICATE WHAT TYPE MAITENANCE
 WILL BE DONE IN THIS AREA.WORKING ON
 VECHICLES, MACHINES (COMBUSTION ENGINES)
 LAWN EQUIPMENT?
  
 2.PROVIDE OUTSIDE AIR CALCULATIONS.
  
 3.INDICATE IF THE OFFICE IN THE
 MAINTENANCE BUILDING WILL BE OCCUPIED
 FULL TIME PART TIME?PLEASE CLARIFY.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.

Review Stop P PLUMBING
Rev No 5 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 4 Status P Date 2004-05-14 Cont ID  
Sent By kstevens Date 2004-05-14 Time 08:50 Rev Time 1.00
Received By kstevens Date 2004-05-14 Time 08:50 Sent To  
Notes
2004-05-14 00:00:00PASSED/PROVISO
 REVISION REQUIRED FOR SHEET CH/P14.02
  
 1) SHT CH/P14.02 WATER HAMMER ARRESTORS
 SHALL BE LOCATED NEAR THE FIXTURES IN AN
 "EFFECTIVE RANGE" NOT IN THE CEILING AS
 SHOWN. PDI-WH 201 AND MANUF. INSTALLAT-
 ION INSTRUCTIONS. WATER HAMMER ARRESTOR
 REQUIRED AT EACH WASH MACHINE.
  
 2) INDICATE ON PLANS THAT AN RPZ BACK-
 FLOW IS REQUIRED ON THE WATER SERVICE TO
 THE CLUBHOUSE.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]

Review Stop P PLUMBING
Rev No 3 Status P Date 2004-03-05 Cont ID  
Sent By kstevens Date 2004-03-05 Time 15:47 Rev Time 0.50
Received By kstevens Date 2004-03-05 Time 15:47 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 2 Status F Date 2003-12-24 Cont ID  
Sent By kstevens Date 2003-12-24 Time 09:57 Rev Time 2.00
Received By kstevens Date 2003-12-22 Time 16:55 Sent To  
Notes
2003-12-24 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FHA-98 DESIGN MANUAL
  
 1) SPECIFICATION "A" OR"B" SHALL BE IN-
 DICATED ON PLANS PER REQUIREMENT 7B OF
 THE FHA DESIGN MANUAL. - RESPONSE NOTED,
 BUT NOT REVISED SHEET AP/A5.04 FOUND.
 2) SHTS AP/P14.02 & AP/P14.04 CLEANOUTS
 SHALL BE LOCATED IN THE BREEZEWAYS IN
 ORDER TO COMPLY WITH SECTION 708.3.2
 LOCATED NOT MORE THAN 100' APART. 2 WAY
 CLEANOUT WILL WORK.
 3) SHT AP/P1404 THE DISCHARGE PIPE SHALL
 NOT HAVE ANY TRAPPED SECTIONS AND SHALL
 HAVE A VISIBLE AIR GAP OR AIR GAP FITT-
 ING LOCATED IN THE SAME ROOM AS THE
 WATER HEATER. RESPONSE STATES T & P TO
 DISCHARGE INTO DRAIN PAN BUT RELIEF
 VALVE PIPING DIAGRAM STILL SHOWS T&P
 PIPED UNDER SLAB. PLEASE CLAIRFY. SEC.
 504.7.1
 4) AN RPZ BACKFLOW IS REQUIRED FOR EACH
 BUILDING. RESPONSE NOTED, BUT SHOW ON
 PLANS AS TYPICAL FOR EACH BLDG ON THE
 INLET OF BLDG. FOR REFERENCE.
 5) SHT AP/P14.01 WATER RISER DIAGRAMS,
 THE WATER HAMMER ARRESTORS ARE STILL
 SHOWN IN CEILING. SHOW WATER HAMMER
 ARRESTORS NEAR THE FIXTURES AS REQUIRED
 BY PDI-WH 201 AND MANUF. INSTALL. INSTR.
 6) SEE ATTACHED SHEET CONCERNING FS
 533.80(2)(B) DESIGN PROFESSIONAL DOC-
 UMENTS.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]

Review Stop P PLUMBING
Rev No 1 Status F Date 2003-11-03 Cont ID  
Sent By kstevens Date 2003-11-03 Time 17:11 Rev Time 4.50
Received By kstevens Date 2003-11-03 Time 17:10 Sent To  
Notes
2003-11-03 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FHA-98 DESIGN MANUAL
  
 1) SPECIFICATION "A" OR "B" SHALL BE IN-
 DICATED ON PLANS PER REQUIREMENT 7B OF
 THE FHA DESIGN MANUAL.
 2) SHT AP/P14.002 CLEANOUTS REQUIRED IN
 BLDG DRAIN PER SECTIONS 708.3.1, 708.3.3
 3) SHT AP/P14.04 SANT. RISERS 3S/P14.5,
 AND3SA/P14.5 TUBS NOT VENTED. 901.2
 4) SHT AP/P14.04 THE DISCHARGE PIPE
 SHALL NOT HAVE ANY TRAPPED SECTIONS AND
 SHALL HAVE A VISIBLE AIR GAP OR AIR GAP
 FITTING LOCATED IN THE SAME ROOM AS THE
 WATER HEATER.
 5) SHT AP/P14.04 WATER HEATER PIPING DE-
 TAIL, DIELECTRIC UNIONS NOT APPROVED FOR
 WATER PIPING. DELETE REFERENCE.
 6) AN RPZ BACKFLOW IS REQUIRED FOR EACH
 BLDG. SECTION 608.13.2
 7) SUBMIT A SANITARY ISOMETRIC BUILDING
 DRAIN. SHOW ALL PIPE SIZES AND SHOW ALL
 DFU'S AS THEY ACCUMULATE IN THE SYSTEM.
 SHOW C/O'S REQUIRED IN COMMENT #2. SEC
 104.3.1.1
 8) SHT AP/P14.05 WATER HEATER DETAIL.
 THERMAL EXPANSION CONTROL REQUIRED. IF
 530 VALVE IS USED FOR THIS PURPOSE, THE
 DRAINAGE LINE SHALL NOT BE CONNECTED TO
 THE PRESSURE/TEMP. RELIEF DISCHARGE LINE
 - ALSO EMERGENCY PAN SIZE SHALL COMPLY
 WITH SECTION 504.8.1.
 9) SUBMIT A WATER RISER DIAGRAM SHOWING
 HORIZONTAL PIPING WITH PIPE SIZES AND
 PIPING FOR TYPICAL UNITS SHOWING PIPE
 SIZES AND WATER HAMMER ARRESTORS REQUIR-
 ED BY SECTION 604.9. LOCATION OF WATER
 HAMMER ARRESTORS SHALL BE LOCATED NEAR
 THE FIXTURES IN AN "EFFECTIVE RANGE" NOT
 IN THE CEILING AS SHOWN. PDI-WH 201 AND
 MANUF. INST. INSTRUCT.
 10) FULL OPEN VALVES RQURED ON THE BASE
 OF EVERY WATER RISER PER SEC. 606.1(3),
 AND ON TOP OF EVERY WATER DOWN FEED PIPE
 PER SEC. 606.1(4). ACCESS WILL BE PRO-
 VIDED PER SEC. 606.3. PROVIDE DETAIL.
 11) SHTS CH/P14.01 & CH/P14.02 CLEANOUTS
 ARE REQUIRED NEAR THE BUILDING DRAIN AND
 BUILDING SEWER JUNCTION AND MAY BE TWO
 WAY TO CLEAN OUT BOTH BLDG. DRAIN AND
 BLDG. SEWER. SEC. 708.3.5
 12) SHT CH/P14.02 WATER RISER DIAGRAM.
 WATER HAMMERS SHALL BE LOCATED PER PDI-
 WH 201 AND MANUF. INSTALL. INSTRUCTIONS.
 13) AN RPZ BACKFLOW IS REQUIRED FOR
 CLUBHOUSE.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]

Review Stop Z ZONING
Rev No 2 Status P Date 2004-05-10 Cont ID  
Sent By shill Date 2004-05-10 Time 11:07 Rev Time 0.00
Received By shill Date   Time   Sent To  
Notes
2004-05-10 00:00:00OK PER JOYCE, SEE PERMITS

Review Stop Z ZONING
Rev No 1 Status P Date 2003-11-25 Cont ID  
Sent By mmclean Date 2003-11-25 Time 10:11 Rev Time 0.00
Received By mmclean Date 2003-11-25 Time 10:11 Sent To PC
Notes
2003-11-25 00:00:0011/25/03 GRACE OK MM


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