Plan Review Details - Permit 02060714
Plan Review Stops For Permit 02060714
Review Stop B BUILDING (STRUCTURAL)
Rev No 22 Status P Date 2004-02-27 Cont ID  
Sent By jwitmer Date 2004-02-27 Time 16:09 Rev Time 0.50
Received By jwitmer Date 2004-02-27 Time 16:09 Sent To  
Notes
2004-02-27 00:00:00SHOP DRAWINGS SUBMITTED 2/27/04JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 21 Status F Date 2004-01-07 Cont ID  
Sent By jwitmer Date 2004-01-07 Time 15:49 Rev Time 0.55
Received By jwitmer Date 2004-01-07 Time 15:49 Sent To  
Notes
2004-01-07 00:00:00SUBMITTAL: RAILING SHOP DRAWINGS01-07-04
 ACTION: DENIED
 FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 3 COPIES OF ALL DOCUMENTS REQUIRED, THIS
 IS A SPECIAL INSPECTOR PROJECT, (2)
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 20 Status F Date 2003-11-12 Cont ID  
Sent By jwitmer Date 2003-11-12 Time 12:48 Rev Time 1.11
Received By jwitmer Date 2003-11-12 Time 12:45 Sent To  
Notes
2003-11-12 00:00:00FAX FROM CLEMET DIFILIPPO REQUESTING THE
 USE OF SCHEAGE F- SERIES LOCKS FOR THE
 FRONT DOOR.
 DENIED: NOT HANDICAPPED ACCESSIBLE SEE
 ANSI 4.13.9 DOOR HARDWARE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 19 Status P Date 2003-09-23 Cont ID  
Sent By jwitmer Date 2003-09-23 Time 07:09 Rev Time 0.15
Received By jwitmer Date 2003-09-23 Time 07:09 Sent To  
Notes
2003-09-23 00:00:00ROOF CALCS/ STUCO STOPOK
Review Stop B BUILDING (STRUCTURAL)
Rev No 18 Status P Date 2003-09-16 Cont ID  
Sent By csiegber Date 2003-09-17 Time 15:30 Rev Time 0.75
Received By jwitmer Date 2003-09-16 Time 18:08 Sent To  
Notes
2003-09-16 00:00:00OK PRODUCT APPROVALS FOR WINDOWS DOORS
 AND MULLIONS. OK FOR GUARD RAILS AND
 STAIR RAILS
Review Stop B BUILDING (STRUCTURAL)
Rev No 17 Status F Date 2003-09-16 Cont ID  
Sent By jwitmer Date 2003-09-16 Time 17:39 Rev Time 0.25
Received By jwitmer Date 2003-09-16 Time 17:39 Sent To  
Notes
2003-09-16 00:00:00REVISION: FENCES, 104.1.1 REQUIRES A
 SEPERATE PERMIT.W.P.B. ADMINISTRATIVE
 CODE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 16 Status P Date 2003-08-04 Cont ID  
Sent By csiegber Date 2003-09-12 Time 12:51 Rev Time 1.00
Received By jwitmer Date 2003-08-04 Time 16:18 Sent To  
Notes
2003-08-04 00:00:00VARIOUS SUBMITTALS FROM ARCHITECT
 CLEMENT DIFILLIPPOOK
Review Stop B BUILDING (STRUCTURAL)
Rev No 15 Status P Date 2003-08-04 Cont ID  
Sent By jwitmer Date 2003-08-04 Time 16:18 Rev Time 0.50
Received By jwitmer Date 2003-08-04 Time 16:18 Sent To  
Notes
2003-08-04 00:00:00FRONT ENTRY DOOR OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 14 Status P Date 2003-08-04 Cont ID  
Sent By jwitmer Date 2003-08-04 Time 16:17 Rev Time 1.50
Received By jwitmer Date 2003-08-04 Time 16:17 Sent To  
Notes
2003-08-04 00:00:00TRUSSES STEEL/ WOOD (FIRE RESISTANT
 TREATED WOOD) OK8/04/03
Review Stop B BUILDING (STRUCTURAL)
Rev No 13 Status F Date 2003-08-04 Cont ID  
Sent By jwitmer Date 2003-08-04 Time 15:24 Rev Time 0.50
Received By jwitmer Date 2003-08-04 Time 15:24 Sent To  
Notes
2003-08-04 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02060714
 ADD: 1600 PRESIDENTIAL WAY
 CONT: AVS CONSTRUCTION
 TEL: (561)712-9997
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ROOF OVERFLOWS:
 ACTION: DENIED
  
 1)1503.4.2 OVERFLOW DRAINS SHALL BE
 THE SAME SIZE AS ROOF DRAINS, INSTALLED
 WITH THE INLET FLOW LINE LOCATED 2"
 ABOVE THE LOWEST POINT OF THE ROOF LINE.
 OVERFLOW SCUPPERS SHALL BE A MINIMUM OF
 4"IN HEIGTH AND SHALL BE PLACED IN WALLS
 OR PARARETS WITH THE INLET FLOW LINE
 NOT LESS THAN 2" ABOVE THE ROOF SURFACE.
  
 THE SUBMITTAL INDICATES THE BOTTOM OF
 THE OVERFLOW APPROXIMATELY 11 INCHES
 ABOVE THE ROOF DECK!!!!
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status F Date 2003-07-21 Cont ID  
Sent By jwitmer Date 2003-07-21 Time 11:28 Rev Time 1.50
Received By jwitmer Date 2003-07-21 Time 11:28 Sent To  
Notes
2003-07-21 00:00:00BUILDING PLAN REVIEW
 PERMIT:020607614
 ADD:1600 PRESIDENTIAL WAY
 CONT: AVS
 TEL: (954)655-5162
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 RE: FRONT DOOR REPORT
 ACTION: DENIED
  
 1)SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD.
 1606.1.4, 1707.1.4(17) ALTERNATE(2)
 REQUIRES THE USE OF WEST PALM BEACH FORM
  
 TABLE 705.1.2 20 MINUTE DOOR/ FRAME.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status F Date 2003-07-05 Cont ID  
Sent By jwitmer Date 2003-07-05 Time 16:25 Rev Time 0.50
Received By jwitmer Date 2003-07-05 Time 16:25 Sent To  
Notes
2003-07-05 00:00:00REVISION # 5 6-25-03
 ROOF TRUSSES & SEATHING, SECTION 606,
 TYPE IV CONSTRUCTION, FIRE RESISTANCE
 SHALL BE NOT LESS THAN SPECIFIED IN
 TABLE 600 BEAMS, GIRDERS, TRUSSES,
 ARCHES, FLOORS, ROOFS (NC) NON-COMBUST-
 IBLE.
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status F Date 2003-06-04 Cont ID  
Sent By jwitmer Date 2003-06-04 Time 15:06 Rev Time 3.50
Received By jwitmer Date 2003-06-04 Time 15:06 Sent To  
Notes
2003-06-04 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02060714
 ADD: 1600 PRESIDENTIAL WAY
 CONT: AVS
 TEL: (561)712-9222
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 TRUSS SHOP DRAWINGS
 ACTION: DENIED
  
 1) ALPINE TRUSS SHEET, THE SEAL DATE ON
 THE INDIVIDUAL TRUSS COMPONET DRAWINGS
 MUST MATCH THE SEAL DATE ON THIS INDEX
 SHEET. DOESN'T MATCH. ALSO NO INDEX
 SHEET!
  
 2) SHEET TS031- TSUC5 UPLIFT ATTACHMENT
 1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23.
  
 NO P1 OR P2 VALUES GIVEN?
  
 3) SPECIAL CONNECTORS REQUIRED SEE:
 TS001, TS022, TS025, TS 004 & TSOO4A?
 MISSING THESES CONNECTION SHEETS.
  
 4) CONNECTION CONTINIOUS BRACING SHEETS:
 TS015,TS017 & TS019.
  
 5) SHEET H30 5'-4" MONO 110/ ASCE 7-93
 UPDATE SHEET
  
 6) VARIOUS TRUSSES IN PACKAGE INDICATE A
 MEAN ROOF HEIGHT OF 14.67' WHERE ARE
 THEY TO BE USED? NO BUILDING IN THIS
 PROJECT IS THAT LOW??????
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)805-6715
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status F Date 2003-04-25 Cont ID  
Sent By jwitmer Date 2003-04-25 Time 15:41 Rev Time 1.22
Received By jwitmer Date 2003-04-25 Time 15:41 Sent To  
Notes
2003-04-25 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02060714
 ADD: SITE 1600 PRESIDENTIAL WAY
 CONT: NUTEC ROOFING
 TEL: (561)848-0333
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 BLDG A-1 02091513
 BLDG A-2 02091514
 BLDG B-1 02091521
 BLDG B-2 02091525
 BLDG C02091529
  
 ACTION : DENIED
  
 WIND ENGINEERING SOLUTIONS:
 WIND PRESSURE & ATTACHMENT DESIGN
  
 SOULD BE BY THE ENGIEER OF RECORD,
 THEY MAY BE CONSULTANTS, BUT THE REPORT
 SHOULD BE SIGNED/ SEALED.
 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
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2003-02-27 Cont ID  
Sent By jwitmer Date 2003-02-27 Time 11:10 Rev Time 1.75
Received By jwitmer Date 2003-02-27 Time 11:09 Sent To  
Notes
2003-02-27 00:00:00REVISIONS/ SUBMITTALS
 SUBMITTAL DATE 02/26/03
  
 DENIED:
  
 1) REVISIONS 12/09/02 NEVER PAID FOR,
 NEVER PICKED UP.
 2) THE SAME REVISION FOR STAIRS IS NOW
 BEING SUBMITTED UNDER PERMIT FOR BUILD-
 ING A-1.
  
 3) FOR REVISIONS AND SUBMITTALS:
 ALL PAPERWORK SHALL BE SUBMITTED OVER
 THE FRONT COUNTER! BE LOGGED IN UNDER
 THE MASTER PERMIT NUMBER TO LOCATE THE
 PLANS! THEN IF THE REVISION OR SUBMITTAL
 IS FOR ONLY AN INDIVIDUAL BUILDING THEN
 INDICATE WITH THAT BUILDINGS PERMIT
 NUMBER. IF FOR WHOLE PROJECT USE THE
 MASTERPERMIT NUMBER.
 A COPY OF THE BLDG NUMBER , SITE
 ADDRESS NUMBER AND PERMIT NUMBER IS
 ATTACHED!
  
 4) A REVISION IS ANY DEVIATION FROM
 THE APPROVED PLANS. SUBMITTALS ARE
 PRODUCT APPROVALS,SHOP DRAWINGS OR
 LETTERS.
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2003-01-10 Cont ID  
Sent By jwitmer Date 2003-01-10 Time 13:27 Rev Time 0.00
Received By jwitmer Date 2003-01-10 Time 11:09 Sent To  
Notes
2003-01-10 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02060714 (MASTER)
 ADD: 1600 PRESIDENTIAL WAY
 CONT: AVS CONTSTRUCTION
 TEL: (561)712-9992
 FAX: (561)712-9997
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 STEEL SHOP DRAWINGS:
 REVIEWED
  
 NOTE: PLEASE SUBMIT DOCUMENTS FOR PUBLIC
 RECORD OVER THE FRONT COUNTER, THIS
 ENABLES US TO TRACK SUBMITTALS,REVISIONS
 BETTER SERVING THE PUBLIC. THANK YOU
 READY FOR PICK UP. CALL CONT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2003-01-10 Cont ID  
Sent By jwitmer Date 2003-01-10 Time 12:21 Rev Time 2.25
Received By jwitmer Date 2003-01-10 Time 12:20 Sent To  
Notes
2003-01-10 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02060714 (MASTER)
 ADD: SITE 1600 PRESIDENTIAL WAY
 CONT: AVS CONSTRUCTION
 TEL: (###)###-####
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 GLAZED OPENING SUBMITTALS:
 DENIED
  
 1) ALL INFORMATION TO BE PROVIDED TO THE
 CITY SHALL BE SUBMITTED TO THE FRONT
 COUNTER, W/ REVISION/ SUBMITTAL FORM,
 LOGGED IN (DATE) TO BE REVIEWED!!!!!!
  
 2)SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD. CITY STANDARD REQUIRES WEST
 PALM BEACH FORM TO BE USED. IN USING
 THIS FORM THE CERTIFYING ENGINEER ENTERS
 THE INFORMATION ON THE LEFT SIDE OF THE
 FORM DATES, SIGNS AND SEALS THE FORM.
 THE DESIGN PROFESSIONAL FOR THE PROJECT
 REVIEWS THIS INFORMATION & CERTIFIES
 THIS INFORMATION MEETS THE REQUIREMENTS
 FOR THE 2001 FLORIDA CODE. DATES, SIGNS
 & SEALS THE RIGHT SIDE OF THE FORM.
  
 2) PGT SERIES SGD-70"OK" POS/NEG PRES-
 SURE AND FOR LARGE AND SMALL MISSLE
 RESISTANCE.
  
 3) PGT SERIES "PW701 ALUMINIUM FIXED
 WINDOWS""OK" FOR POS/NEG PRESSURE &
 FOR LARGE & SMALL MISSLE IMPACT.
  
 4) TRACO MULLION:
 DENIED
 SEE LIMITATIONS 4.2 INSTALATION OF THIS
 UNIT WILL REQUIRE STORM SHUTTERS.
 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. FOR
 WINDOWS TO BE USED FOR LARGE MISSLE IM-
 PACT RESISTANCE THE MULIONS ARE REQUIRED
 TO BE CLIPPED TO TRANSFER LOADS.
 1707.4.5.4 STRUCTURAL SAFETY FACTOR
 SEE CODE SECTION.
  
 ALL SHOP DRAWINGS SUBMITTALS TO BE RE-
 VIEWED BY THE DESIGNER OF RECORD,
 CLEMENT DIFILLPPO AIA. P.E.
  
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2002-09-25 Cont ID  
Sent By jwitmer Date 2002-09-25 Time 08:21 Rev Time 3.00
Received By jwitmer Date 2002-09-25 Time 08:21 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2002-09-25 Cont ID  
Sent By jwitmer Date 2002-09-19 Time 15:03 Rev Time 7.00
Received By jwitmer Date 2002-09-19 Time 15:03 Sent To  
Notes
2002-09-19 00:00:00 
 ***** ISSUED MASTER*****
 -PLAN REVIEW HISTORY-
  
 PERMIT# 02060714
 ADDRESS: 1600 PRESIDENTIAL WAY
 ADCH: CLEMENT DIFILLIPPO
 TELL # (305672-6312
  
 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.
  
 *** PROVISO***
  
 1) STAIR IDENIFICATION SIGN TO COMPLY
 WITH 1016.3.4 / 1016.4.
 2) CANVAS AWNINGS REQUIRE A SEPERATE PER
 MIT AND SHALL BE MADE OF FLAME RESISTANT
 MATERIAL.
 3) SHEET A6-7 MONUMENT SIGN, TO HAVE COM
 PLETE RANGE OF BUILDING ADDRESSES ON
 SIGN IN 6" NUMERIALS.
 4) SHEET A7-4 ACCESSIBLE RAMP IF PART OF
 A MEANS OF EGRESS REQUIRES 44".
 5) WHEN SHOP DRAWINGS FOR TRASH CHUTE
 ARE SUBMITTED TO BLDG DEPT TRASH CHUTE
 DOOR REQUIRES 1 1/2 HR PROTECTIVE, SELF
 CLOSING.
 6)ENTRY GATES SHALL REQUIRE A KNOX BOX.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2002-09-06 Cont ID  
Sent By jwitmer Date 2002-09-06 Time 15:08 Rev Time 7.00
Received By jwitmer Date 2002-09-06 Time 15:08 Sent To  
Notes
2002-09-06 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02060714
 ADD: 1600 PRESIDENTIAL WAY
 CONT: AVS CONST CORP
 TEL: (954)961-3848
 ARCH: CLEMENT DIFILLIPPO
 TEL: (305)672-6312
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 ******PLAN REVIEW******
 1) SHEET A-7.1 DOORS, REQUIRED RATINGS
 A) ENTRY DOORS TABLE 705.1.2, EXIT
 ACCESS CORRIDORS- OPENING PROTECTIVES
 SHALL BE 20MIN. & CLOSERS.
  
 2) REFUSE CHUTE ROOMS & REFUSE TERMINA-
 TION ROOMS OPENING PROTECTIVES SHALL BE
 45 MIN WITH CLOSERS. DEMONSTRATE 45 MIN
 WITH LOUVER?
  
 3) 1010.3 EXIT PASSAGEWAYS, EXCEPTION,
 A MAXIMUM OF 50% OF THE REQUIRED NUMBER
 OF EXITS AND 50 % OF THE REQUIRED EXIT
 CAPACITY SHALL BE PERMITTED TO DISCHARGE
 THROUGH AREAS ON THE LEVEL OF EXIT DIS-
 CHARGE PROVIDED ALL THE FOLOWING ARE MET
 SEE 1-4. SEE ATTACHMENTS TO 2 STAIR
 TOWERS AS HOW THIS COULD BE ACCOMPLISHED
 WITH LITTLE ADITIONAL COST.
  
 4) DOOR 57 EXIT DOORS OF THE STAIR TOWER
 NO INDICATION ASTO HOW TO HANDLE LIMIT-
 ING THE PUBLIC ACCESS TO THE ROOF VS
 THE FIRE DEPARTMENT IN TIME OF NEED?
  
 5) DISSCUSSION OF ROOF TRUSSES, AS WELL
 AS SKYBRIDGE.
  
 TYPE IV UNPROTECTED/ SPRINKLERED BLDG.
 TRUSSES TO BE EITHER FIRE RETARDANT
 TREATED WOOD OR METAL FRAMED TRUSSES
 WITH FIRE RETARDANT TREATED PLYWOOD.
  
 TYPE V UNPROTECTED/ SPRINKLERED BLDG.
 MAY USE WOOD FOR TRUSSES AND ROOFING,
 DRAWBACK IS (ASSUMED PROPERTY LINE)
 10'-20' 2HR RATED WALLS WHICH BLOCK WILL
 TAKE CARE OF BUT 1 1/2 HR OPENING PROTEC
 TIVES!!!!! FOR A1-A2, B1-B2, COURTYARD
 OPENINGS!!!!EITHER WILL WORK. THE TYPE
 IV ALLOWED FOR NONCOMBUSTIBLE WINDOW
 AND DOORS ONLY.
  
 6) AS DISCUSSED WITH CAPTAIN CARSILLO
 THESE DRAWINGS DO NOT HAVE FIRE SPRINK-
 LER DRAWINGS NOR STANDPIPE FOR STAIR-
 WELLS. THE ORIGINAL SET DID HAVE THIS
 INFORMATION!
  
 7)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.
  
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
  
 8) 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 ALL SWING ALL TYPES, LOUVERS?
 SLIDING DOORS, DOORS W/ SIDELIGHTS
 D) ROOFING ASSEMBLIES
  
 9)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.
  
 10) 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.
  
 11)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
  
 12)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.
  
 13)FL S. S. 553.71(7) " THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN
 CY CLASSIFICATION AS DEINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL INSPEC
 TION PLAN PREPARED BY THE ENGINEER OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING AGEN-
 CY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESH-
 OLD BUILDING. THE PURPOSE OF THE SRUCTUR
 AL INSPECTION PLAN IS TO PROVIDE SPECIF-
 IC INSPECTION PROCEDURES AND SCHEDULES
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
  
 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 2 Status F Date 2002-08-30 Cont ID  
Sent By jwitmer Date 2002-08-30 Time 06:18 Rev Time 4.00
Received By jwitmer Date 2002-08-30 Time 06:18 Sent To  
Notes
2002-08-30 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02060714
 ADD: 1600 PRESIDENTIAL WAY
 CONT: AVSCONST CORP
 TEL: (964)961-3848
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1)FL S. S. 553.71(7) " THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN
 CY CLASSIFICATION AS DEINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL INSPEC
 TION PLAN PREPARED BY THE ENGINEER OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING AGEN-
 CY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESH-
 OLD BUILDING. THE PURPOSE OF THE SRUCTUR
 AL INSPECTION PLAN IS TO PROVIDE SPECIF-
 IC INSPECTION PROCEDURES AND SCHEDULES
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
  
 2) PROVIDE 3 CURRENT COPIES OF SIGNED &
 SEALED SURVEYS WITH PROPOSED IMPROVEMENT
 TO BE COMPLETED.
  
 3)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.
  
 (1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
  
 4) 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) CLIPPED MULLIONS (FOR IMPACT WINDOW)
 C) EXTERIOR SWING DOORS
 D) SLIDING GLASS DOORS
 E) OVERHEAD DOORS
 F) ROOFING ASSEMBLIES
  
 IF THESE REPORTS ARE NOT SUBMITTED AT
 TIME OF PERMIT APPLICATION, THEY WILL BE
 REMOVED FROM THE BUILDING PERMIT PACKAGE
 A SEPERATE PERMIT WITH ASSOCIATED FEES
 SHALL BE REQUIRED!!!!
  
 5) STATEMENT, AS DISCUSSED IN MEETING OF
 8/29/02, TO MAKE THIS DESIGN CODE COM-
 PLIANT WE ADDRESSED THERE IS (5) BUILD-
 INGS AS ON COVER PAGE DECRETORY STATMENT
  
 1006.2.2 WE ASSUME A ASSUMED PROPERTY
 LINE BETWEEN A1& A2 OR B1& B2, THE PLAN
 WILL NEED TO INDICATE A DISTANCE GREATER
 THAN 20' TO NOT BE REQUIRED TO HAVE 1HR
 RATED WALL W/ OPENING PROTECTIVES.
  
 THE OTHER ISSUE IS THE STAIR TOWERS IN
 THERE PRESENT POSITION SHALL REQUIRE
 A 2 HR RATING, TABLE 705.1.2, BECAUSE
 OPEN STAIRS CAN NOT BE LOCATED WITHIN 10
 FEET OF ASSUMED PROPERTY LINE OR OTHER
 BUILDINGS.
  
 DOORS ON THE ENCLOSED STAIR TOWER SHALL
 BE EQUIPED WITH 1 1/2 HR OPENING PRO-
 TECTIVES. SEE TABLE 705, (4) OR MORE
 STORIES.
  
 6) 1814.2.4 WALL & FLOOR JOINT AND
 PENETRATIONS SHALL BE MADE WATER TIGHT
 USING APPROVED METHODS. ON ALL FLOORS.
 PALM BEACH COUNTY AMENDMENTS, 2111.1.9
 WATERSTOP : WHERE EXTERIOR WALL MASONARY
 UNITS BEAR ON A CONCRETE FLOOR SURFACE,
 A 1.5" RECESS SHALL BE PROVIDED TO MINI-
 MIZE WATER INTRUSOIN INTO FINISHED AREAS
  
 7) ROOF TRUSSES & SHEATHING SECTION 606
 TYPE IV CONSTRUCTION, FIRE RESISTANCE
 SHALL BE NOT LESS THAN THAT SPECIFIED IN
 TABLE 600 BEAMS,GIRDERS, TRUSSES,ARHES,
 FLOORS, ROOFS, (NC) NON-COMBUSTIBLE.
  
 8)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 2002-07-21 Cont ID  
Sent By jwitmer Date 2002-07-21 Time 07:18 Rev Time 8.00
Received By jwitmer Date 2002-07-21 Time 07:17 Sent To  
Notes
2002-07-21 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02060714
 ADD: 1600 PRESIDENTIAL WAY
 CONT: AVSCONST CORP.
 TEL: (954) 961-3848
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 PARK PLACE AT 1600 PRESIDENTIAL WAY
  
 ARCH: CLEMENT DIFILLIPPO
 TELL: (305) 672-6312
 *****GENERAL COMMENTS*****
 1)FL BLD CODE CHAP 5 HEIGTH & AREA OF
 BUIULDINGS NOT DISCLOSED.
  
 2) TYPE OF CONSTRUCTION (603-608) NOT
 DISCLOSED.TABLE 500 REQUIRES A-2 TO BE
 LOCATED ON THE 3RD FLOOR TO BE TYPE II.
  
 3) PLAN REVIEW IS $250.00 / BUILDING
 AMOUNT OF BUILDINGS TO BE DETERMINED!
 THREE VS FIVE!
  
 4) AWNINGS BY SEPERATE PERMIT WITH ASS-
 OCIATED PLANS, FEES & PERMITS.
  
 5) MISSING PAGES, A2-2 NOTES INDICATES
 PAGES A2-6,A2-8 MISSING?
  
 6) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 S5-1 ARDAMAN & ASSOCIATES FILE #
 02-2012.
  
 7)FIGURE 1606 WIND-BORNE DEBRIS
 REGION; INDICATES THAT W.P.B. CITY OF IS
 LOCATED IN THE 140 MPH ZONE. PLANS ARE
 TO INDICATE THIS.
  
 8)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.
  
 9) 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) ALL GLAZED OPENINGS, SLIDING GLASS
 DOORS, WINDOWS & SKYLIGHTS.
 B) EXTERIOR DOORS,UNIT ENTRY DOORS INC.
 C) ROOFING ASSEMBLIES
 D) STORM SHUTTERS FIRST FLOOR WHEN
 APPROVED BY BLDG OFFICIAL SEE
 ATTACHMENT.
  
 10)SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD.
  
 11)PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 12)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.
 FIRST FLOOR, WHEN APPOVED BY BLDG
 OFFICIAL, SEE ATTACHMENT.
  
 13) 1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS.
  
 14) 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.
  
 15)905.2.1 APPROVED SINGLE-STATION OR
 MULTIPLE STATION SMOKE DETECTORS SHALL
 BE INSTALLED IN ACCORDANCE WITH NFPA 72,
 CHAPTER 2, WITHIN EVERY DWELLING UNIT
 WITHIN AN APARTMENT HOUSE, CONDOMINIMUM,
 OR TOWNHOUSE AND EVERY GUEST OR SLEEPING
 ROOM IN A MOTEL, HOTEL, OR DORMITORY &
 SLEEPING ROOMS IN RESIDENTIAL CARE/
 ASSISTED LIVING OCCUPANCIES. WHERE MORE
 THAN ONE DETECTOR IS REQUIRED TO BE
 INSTALLED WITHIN INDIVIDUAL DWELLING
 UNIT, THE DETECTOR SHALL BE WIRED IN
 SUCH A MANNER THAT THE ACTUATION OF ONE
 ALARM WILL ACTIVATE ALL THE ALARMS IN
 THE INDIVIDUAL UNIT.
  
 16)905.2.1 RESIENTIAL SMOKE ALARMS:
 NFPA 72.A-8-1.2.1(B) ALL SMOKE DETECTORS
 SPECIFIED IN A-8-1.2.1(A) FOR EXISTING
 CONSTRUCTION ARE REQUIRED, AND, IN ADD-
 TION, A SMOKE DETECTOR IS REQUIRED IN
 EACH SLEEPING ROOM.
  
 17)903.8.2 FLOR ST STATUTE 553.895(2)
 ALL RESIDENTIAL BUILD. 3 OR MORE STORIES
 TALL WHETHER DESIGNATED AS TOWNHOUSE,
 CONDOMINIUMS, "APARTMENT HOUSES,
 TENEMENTS, GARDEN APARTMENTS OR BY ANY
 OTHER NAME SHALL BE SUPPLIED BY FIRE
 SPRINKLERS MEETING NFPA 101. NO PLANS
 WERE SUPPLIED.
  
 18) MEANS OF EGRESS: A CONTINUOUS AND
 UNOBSTRUCTED WAY OF TRAVEL FROM ANY
 POINT IN A BUILDING OR STRUCTURE TO A
 PUBLIC WAY, CONSISTING OF THREE SEPERATE
 AND DISTINCT PARTS: (1) THE WAY OF THE
 EXIT ACCESS, (2) THE EXIT, AND (3) THE
 THE WAY OF OF THE EXIT DISCHARGE.
 A MEANS OF EGRESS COMPRISES THE VERTICAL
 AND HORIZONTAL WAYS OF TRAVEL AND
 INCLUDE THE INTERVENING ROOM SPACE,DOORS
 CORRIDORS,PASSAGEWAYS,BALCONIES, STAIRS,
 RAMPS, ENCLOSURES, LOBBIES, HORIZONTAL
 EXITS, COURTS AND YARDS.
  
 19) THIS COMMENT APPLIES FOR BLDG A & B
 1006.2.2.THIS SHALL BE AN ISSUE IF THE
 PLAN REVIEW REVEALS THERE ARE (2) "A"
 BUILDINGS AND (2) "B" BUILDINGS.
 OPEN PORCHES BALCONIES & STAIRWAYS SHALL
 BE LOCATED AT LEAST 10 FT FROM ALL
 ADJACENT PROPERTY LINES AND FROM OTHER
 BUILDINGS ON THE SAME LOT, UNLESS
 OPENINGS IN SUCH BUILDINGS ARE PROTECTED
 BY 3/4 HR FIRE RESISTANT DOORS & WINDOWS
 IF A FIRE WERE TO BREAK OUT ON
 THE LANDING IN FRONT OF THE DOOR OF
 BLDG A1 OR B1 HOW WOULD THE RESIDENT GET
 OUT? THE INTENT OF THE CODE IS TO HAVE
 2 MEANS OF EGRESS?
  
 20)11.4.3.11AREAS OF RESCUE ASSISTANCE
 INDICATE LOCATION AND CONSTRUCTION TYPE
 FOR AREAS OF REFUGE, INDICATE ON PLAN
 WHICH CASE USED (1-7).
  
 21)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.
  
 22) MISSING RATINGS ON DOORS AS PER
 TABLE 705.1.2. OPENING PROTECTIVES.
  
 23)705.2.4.2 REFUSE AND LAUNDRY CHUTE
 ENCLOSURES. A SHAFT CONTAINING A REFUSE
 OR LAUNDRY CHUTE SHALL BE USED FOR NO
 OTHER PURPOSE ANS SHALL PURPOSE AND BE
 PROTECTED BY A SHAFT ENCLOSURE IN ACCORD
 ANCE WITH 705.2.3. ALL OPENING S INTO
 THE SHAFT ENCLOSURE, ENCLUDING THOSE
 FROM ACCESS ROOMS AND TERMINATION ROOMS,
 SHALL BE PROTECTED IN ACCORDANCE WITH
 TABLE 705.1.2.
  
 24)705.2.4.3. REFUSE & LAUNDRY CHUTE
 ACCESS ROOMS. ACCESS OPENINGS FOR REFUSE
 AND LAUNDRY CHUTES SHALL BE LOCATED IN
 ROOMS OR COMPARMENTS COMPLETELY ENCLOSED
 BY CONSTRUCTION & OPENING PROTECTIVES IN
 ACCORDANCE WITH TABLE 705.1.2.ACCESS
 OPENINGS TO REFUSE AND LAUNDRY CHUTES
 SHALL NOT BE LOCATED IN EXIT ACCESS
 CORRIDORS OR EXIT ENCLOSURES.
  
 25)705.4.6 AUTOMATIC SPRINKLERS. AN
 APPROVED AUTOMATIC SPRINKLER SYSTEM
 SHALL BE INSTALLED AT THE TOP AND AT
 ALTERNATE FLOOR LEVELS IN REFUSE &
 LAUNDRY CHUTES AND IN THE TERMINATION
 ROOMS.
  
 26) SHEET A7-2 DOESN'T INDICATE THE
 RATING ON THE SHAFT WALL OR COMPOSITION
 OF THE WALL, PLEASE PROVIDE A UL LISTING
  
 27) TABLE 705.1.2 SHAFT ENCLOSURES 4
 STORIES AND MORE 2 HR RATING, PLEASE PRO
 VIDE U L RATING FOR BATHROOM EXHAUST,
 DRYER EXHAUST& SHAFTS FOR REFRIGARANT
 PIPING.
  
 28) ELEVATED WALKWAYS, 1604.8:SKYWALK
 SUPPORTS FOR WALKWAYS, WHERE WALKWAYS
 ARE TO BE INSTALLED ABOVE CEILINGS,
 SUPPORTS SHALL BE DESIGNED TO CARRY A
 LOAD OF 200 LBS OCUPYING A SPACE 2 1/2
 SQ FT SO PLACED AS TO PRODUCE MAXIMUM
 STRESS IN THE AFFECTED MEMBERS.
  
 29)3003.6.1 VENTS. HOISTWAYS OF ELEVA-
 TORS SERVING MORE THAN 3 FLOORS SHALL BE
 PROVIDED WITH MEANS OF VENTING SMOKE
 AND HOT GASES TO THE OUTER AIR IN CASE
 OF FIRE.
  
 30)3003.6.2 VENTS SHALL BE LOCATED
 BELOW THE FLOOR OR FLOORS AT THE TOP OF
 THE HOISTWAY, AND SHALL BE EITHER DIR-
 ECTLY TO THE OUTER AIR OR THROUGH NON-
 COMBUSTIBLE DUCTS TO THE OUTER AIR.
  
 31)3003.6.3 THE AREA OF THE VENTS
 SHALL BE NOT LESS THAN 3 SQ FT FOR EACH
 ELEVATOR CAR, WHICHEVER IS GREATER.
  
 32) SHEET M4-1 POWER ROOF EXHAUST FAN
 DETAIL INDICATES THAT IT IS ATTACHED TO
 3/4 " PLYWOOD DECKING VS CONCRETE
 HOLLOW CORE PLANKING?
  
 33)1511.7 ROOF MOUNTED MECHANICAL UNITS
 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.
  
 34)PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION.
  
 35)TABLE 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION; PROVIDE INFORMATION
 BASED ON INTERIOR FINISH REQUIREMENTS
 BASED ON OCCUPANCY
  
 36) 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.
  
 37) 1204.3 SHOWERS. SHOWER COMPARTMENTS
 SHALL HAVE FLOORS AND WALLS CONSTRUCTED
 OF SMOOTH, CORROSION RESISTANT AND NON-
 ABSORBENT WATER-RESISTANT MATERIALS TO A
 HEIGHT OF NOT LESS THAN 70" ABOVE THE
 COMPARTMENT FLOOR AT DRAIN.
  
 38) SHEET S1-1 NOTE:TYPICAL 5" CONC.
 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.
  
 39)1814.2.4 WALL & FLOOR JOINTS AND
 PENETRATIONS SHALL BE MADE WATER TIGHT
 USING APPROVED METHODS & MATERIALS.
  
 40) SHEET S5-5 DOESN'T INDICATE THE HR
 RATING FOR TYPE II BUILD. PROVIDE ADDI-
 TIONAL INFORMATION. MEETING ROOM 3RD
 FLOOR.
  
 41) SHEET S5-4 DOESN'T INDICATE THE MAG-
 NITUDE OF LOADS, VERTICAL, HORIZONTAL &
 LATERAL THAT SHALL BE RESISTED BY THE
 TRUSSES. NO INFORMATION ON TRUSS ANCHOR
 MANUFACTURER OR MODEL?
  
 42) NO INFORMATION ON THE STAIRWELL
 RAILINGS?
  
 43)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 E ELECTRICAL
Rev No 4 Status P Date 2002-09-26 Cont ID  
Sent By dpalmer Date 2002-09-26 Time 06:01 Rev Time 1.00
Received By dpalmer Date 2002-09-26 Time 06:01 Sent To  
Notes
2002-09-26 00:00:00************** NOTE ***********
  
 PLEASE NOTE REDLINES ON PLANS FOR ARTS;
 FROM 99 NEC. PLEASE NOTE SOME PLACES
 SHOW 96 CODE REFERENCES.
  
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2002-09-20 Cont ID  
Sent By dpalmer Date 2002-09-20 Time 15:05 Rev Time 3.00
Received By dpalmer Date 2002-09-20 Time 15:05 Sent To  
Notes
2002-09-20 00:00:00***************** UNSAT **************
  
 PLANS REVIEWED THIRD TIME.
 PLEASE NOTE THAT COMMENTS ARE STILL NOT
 ADDRESSED FOR FIRE PUMP MAIN, FIRE PUMP
 SPECS AND FIRE PUMP CONTROLLER.
  
 PLEASE NOTE ELECTRICAL ENGINEER WAS
 CALLED ON 9/19/02 WENT OVER ISSUES.
 ENGINEER MENTIONED FIRE PUMP CONTROLLER
 WAS CHANGING AND NEW SUBMITTALS WERE
 COMING IN.
 9/20/02
 PLEASE NOTE AS PER CONVERSATION WITH
 JOSLYN FIRE PUMP CO. FIRE PUMP CONTROLS
 AND ASSC FIRE PUMP EQUIPMENT WAS NOT
 CHANGING AND A NEW RISER DIAGRAM IS
 NEEDED TO ADDRESS SECONDARY OVERCURRENT
 PROTECTION WHICH IS NOT PERMITTED.
 MAIN DISC IS GOING TO BE REVISED DELET-
 -ING OCP.
 PLEASE NOTE DISCONNECTING MEANS FOR
 "JOCKEY PUMP" IS TO BE SERVICE RATED
 AND WILL ALSO BE REVISED ON E5.1.
 PLEASE NOTE, "NOTES' ON E-5.1 ARE TO
 BE REVISED TO CORRELATE WITH FIRE PUMP
 COMPANYS REQ`MENTS AND TO MEET NEC. ARTS
 695-4,695-5, 430-110,430-151. PLEASE
 ALSO SEE NFPA-20 FOR FIRE PUMPS REQ`.
 6-5.1.1.1.
  
  
 PLEASE REVISE RISER DIAGRAM AND RESUB
 WHEN ALL REVIEWS ARE COMPLETE.
 FEES WILL BEOWED FOR PLAN REVIEW DONE.
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2002-08-28 Cont ID  
Sent By dpalmer Date 2002-08-28 Time 17:38 Rev Time 4.50
Received By dpalmer Date 2002-08-28 Time 13:36 Sent To  
Notes
2002-08-28 00:00:00*************** UNSAT **************
  
 1)NOTE: PLEASE NOTE THAT NOT ENOUGH
 INFORMATION WAS SUBMITTED FOR FIRE
 PUMP. PLEASE PROVIDE INFORMATION FOR
 CODE LETTER OF FIRE PUMP. 430-151B
 NOTE; 1600A OCP. FOR LOCKED ROTOR.
  
 2)NOTE: PLEASE PROVIDE INFORMAITON FOR
 MEANS OF DISCONNECT LOCATED IN SAME
 EQUIPMENT? PLEASE SEE 695-3-A-1.
  
 3)NOTE: PLEASE PROVIDE INFORMATION OF
 OCP IN FIRE PUMP CONTROLLER AND SETTING
 OF OCP OR IS MAIN (1600A) IN BLDG ONE
 BEING USED FOR SETTING OF LOCKED ROTOR?
  
 4)NOTE: PLEASE NOTE NOTHING SHOWN ON
 PANEL SCHEDULE "DA" ON 6.3?
 CIRCUITS ARE SHOWN ON 3.8?
  
 5)NOTE: PLEASE CLARIFY LOAD CALCS
 SHOWN ON SOME HOUSE PANELS. PLEASE NOTE
 LOADS SHOWN AS CONN EXCEED MAINS ON SOME
 PANELS. PLEASE VERIFY AND OR SHOW LOAD
 CALCS.215-5
  
 6)NOTE: PLEASE CLARIFY LOAD/FEEDER
 SCHEDULES SHOWN WITH 0.00 AND BLANK
 SPACE SHOWN FOR AMPS? SOME ARE SHOWN
 ON "MSB" BUT NOT ON OTHERS?
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 OR IF A MEETING CAN BE SET UP TO GO
 OVER COMMENTS THAT MAY BE MORE CLEAR
 IN PERSON. PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-07-17 Cont ID  
Sent By dpalmer Date 2002-07-17 Time 12:55 Rev Time 0.00
Received By dpalmer Date 2002-07-17 Time 12:55 Sent To  
Notes
2002-07-17 00:00:00**************** UNSAT ****************
  
 1)NOTE: PLEASE NOTE LET SPACING ALONG
 KITCHEN COUNTERSPACE NEED TO MEET
 210-52-C-1.
  
 2) NOTE: PLEASE SHOW ALL OUTLETS SERVING
 KITCHEN COUNTERSPACE AS GFI/GFI PROTECT-
 -ED PER 210-8-A-6.
 INCLUDES KITCHEN ISLANDS.
  
 3)NOTE" PLEASE NOTE E2.1 PLAN NOTES #5,6
 NEED TO CORRELATE WITH PLANS.
  
 4) NOTE: SMOKE DETECTORS ARE REQUIRED
 INSIDE AND OUTSIDE ALL SLEEPING ROOMS.
 ALSO ON EACH LEVEL OF A MULTI-LEVEL
 DWELLING UNIT. ROOMS WITH BATHS AND OR
 CLOSETS ARE CONSIDERED SLEEPING ROOMS.
 PER NFPA-72 2-2.1.1.1.
 IN THE VICINITY OF BEDROOMS AND CLOSE
 PROXIMITY OF STIRWAYS. 2-5.2.1.3
 3'FT FROM BATHS/KITCHENS.2-5.2.1.6
  
 5) NOTE: PLEASE SHOW ALL OUTLET SPACING
 TO MEET 2`,6`,12` RULE PER 210-52.
 MISSING FEW.
 6)NOTE: PLEASE NOTE OUTLETS FOR KITCHEN
 PENINSULARS 210-52-C-3
  
 6)NOTE: PLEASE NOTE MISSING HALLWAY
 RECEPTS PER 210-52H
  
 7)NOTE: PLEASE NOTE BATH RECEPTS TO BE
 SHOWN AS GFI/GFI PROTECTED.210-8
  
 8)NOTE: PLEASE LIST THE REQ`D ARC FAULT
 PROTECTED CIRCUITS ON PANEL SCHEDULE,
 210-12
  
 9)NOTE: PLEASE NOTE THAT ALL CIRCUITING
 NEEDS TO BE SHOWN ON PLANS INCLUDING
 HOUSE CIRCUITS.
  
 10)NOTE: PLEASE SEE 695-3-A-1.
 IT APPEARS FROM ROOM LAYOUT E4.1 THAT
 THIS IS LOCATED IN THE SAME CABINET??
 PLEASE PROVIDE INFORMATION FOR FIRE PUMP
 CONTROLLER/CABINET.
 PLEASE ALSO NOTE/CLARIFY "JOCKEY PUMP"
 OCP/CONTROL?? SEE 695-6-F.
 PLEASE PROVIDE INFORMATION FOR SIZING
 OF ALL CONDUCTORS AND CONDUITS.
  
 11)NOTE: PLEASE SOME PAGES REFERENCE
 NOTES AND NOTES ARE NOT LISTED?E5.3
  
 12)NOTE: PLEASE SEE LOAD SHOWN FOR PANEL
 "C" IS SHOWN AT 227A`S ON A 225A PANEL?
 PANEL SCHEDULE MENTIONS ON 3RD FLR AND
 RISER SHOWS ON 5TH FLOOR?? PLEASE
 CORRELATE.
  
 13) NOTE: PLEASE CLARIFY, LOAD SHOWN FOR
 RANGE/OVENS ON E6.1 SHOWN AT 12KW AND
 7.8KW ON 6.2 ?? PLEASE CORRELATE.
  
 14)NOTE: PLEASE NOTE THAT LOADS ON PANEL
 -S FOR AHU`S/SPACE HEATING DO NOT
 CORRELATE WITH LOAD CALCULATIONS FOR
 PANELS AND THEN SHOWN EVEN LOWER ON
 LOAD CALCS "MDB`S","MDA`S" IT APPEARS
 THAT IF LOAD CALCUALTIONS CORRELATE,
 SOME LOADS MAY EXCEED 800A RATINGS????
 PLEASE CORRELATE RE-FIGURE LOADS.
  
 15)NOTE: PLEASE NOTE THAT NO GROUNDING
 ELECTRODE SYSTEM WAS SHOWN/SUBMITTED.?
 250-50
 PLEASE SHOW DETAIL FOR ALL MDA`S AND B`S
 COLD WATER, FOOTER STEEL.
  
 PLEASE PROVIDE THE ABOVE INFORMATIN FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2002-09-19 Cont ID  
Sent By mamini Date 2002-09-19 Time 13:56 Rev Time 1.00
Received By mamini Date 2002-09-19 Time 13:56 Sent To  
Notes
2002-09-19 00:00:00N/A :
 1. PLEASE SEE PERMIT # 02061124 FOR
 CIVIL/ SITE REVIEW AND PERMITTING.
 IF ANY QUESTION PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2002-09-25 Cont ID  
Sent By mcarsill Date 2002-09-24 Time 11:01 Rev Time 0.00
Received By mcarsill Date 2002-09-24 Time 11:01 Sent To  
Notes
2002-09-24 00:00:001) SIGNS ARE REQUIRED IN EACH STAIRWELL
 INDICATING THE STAIR NUMBER, THE
 TERMINUS TOP AND BOTTOM OF THE STAIR,
 AND THE STORY, AND THE DIRECTION OF
 EXIT DISCHARGE AND ANY ROOF ACCESS.
  
 2) A SMOKE DETECTOR IS REQUIRED ABOVE
 THE FIRE ALARM CONTROL PANEL.
  
 3) THERE APPEARS TO BE SEVERAL ISSUES
 WITH THE FIRE PUMP CONTROLLER. UNTIL
 ELECTRICAL PLAN REVIEW ISSUES ARE
 RESOLVED WITH THE FIRE PUMP,THIS OFFICE
 CANNOT SIGN OFF ON THE PLANS.
  
 4) ALL THREADS ARE TO BE NST NOT MIAMI
 STANDARDS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2002-08-14 Cont ID  
Sent By mcarsill Date 2002-08-14 Time 12:05 Rev Time 0.00
Received By jwitmer Date 2002-08-14 Time 12:05 Sent To  
Notes
2002-08-14 00:00:001) PREVIOUS FIRE PLAN REVIEW COMMENTS
 # 1,2,AND 3 ARE TO BE NOTED ON THE
 PLANS.
  
 2) YOUR RESPONSE TO FIRE PLAN REVIEW
 COMMENT # 4 IS NOT ADEQUATE. PLEASE
 ADVISE AND REVISE AS NECESSARY.
  
 3) YOUR RESPONSE TO FIRE PLAN REVIEW
 COMMENT # 5 IS NOT ADEQUATE. PLEASE
 ADVISE AND REVISE.
  
 4) PLEASE PROVIDE PRESCRIPTIVE CODE
 REQUIREMENTS FOR THE HANDRAILS AND
 GAURDRAILS.
  
 5) YOUR RESPONSE TO FIRE PLAN REVIEW
 COMMENT # 12 IS NOT ADEQUATE. THE CODE
 DOES NOT SPECIFY OPEN SHAFTS, BUT
 SHAFTS THAT ARE LARGE ENOUGH FOR PERSONS
 TO FALL INTO. PLEASE REVISE PLANS FOR
 THE REQUIRED SIGNAGE.
  
 6) NO MEP PLAN REVIEW COMMENTS COULD
 BE LOCATED. INFORMATION INDICATED THAT
 CERTAIN RESPONSES TO PLAN REVIEW
 COMMENTS COULD BE LOCATED THERE. PLEASE
 ADVISE.
  
 7) THE 2.65 POUNDS SHOWN ON THE FIRE
 SPRINKLER HYDRAULIC CALCULATIONS FOR
 A SAFETY MARGIN IS NOT ACCEPTABLE.
 PLEASE REVISE CALCULATIONS AS NECESSARY.
  
 8) NO LEGAL PAPERWORK PROVIDED WITH
 REGARDS TO THE SINGLE FIRE PUMP THEORY.
  
 9) PLEASE EXPLAIN 12" CURB AT TOP OF
 STAIR.
  
 10) A SMOKE DETECTOR IS REQUIRED ABOVE
 FIRE ALARM CONTROL PANEL.
  
 11) AN EMERGENCY LIGHT FIXTURE IS
 REQUIRED IN THE FIRE PUMP ROOM.
  
 12) A MEETING IS TO BE SCHEDULED FOR
 THE EXITING OF THE BUILDING.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2002-07-18 Cont ID  
Sent By mcarsill Date 2002-07-18 Time 09:27 Rev Time 0.00
Received By mcarsill Date 2002-07-18 Time 09:27 Sent To  
Notes
2002-07-18 00:00:001) WET FIRE HYDRANTS ARE REQUIRED PRIOR
 TO, DURING AND AFTER CONSTRUCTION.
  
 2) SUITABLE ROADS ARE TO BE PROVIDED
 FOR FIRE AND PARAMEDICAL EQUIPMENT
 DURING CONSTRUCTION.
  
 3) TEMPORARY STANDPIPE SYSTEMS ARE
 REQUIRED FOR THE BUILDINGS WHEN THEY
 REACH THREE FLOORS OR THIRTY FEET IN
 HEIGHT.
  
 4) SECURITY GATES REQUIRE SEPARATE PLANS
 AND PERMITS. GATES MUST PROVIDE AT
 LEAST TWENTY FEET IN CLEAR WIDTH. WHAT
 PROVISIONS ARE BEING MADE FOR FIRE AND
 PARAMEDICAL INGRESS AND EGRESS. IF
 ELECTRIC, WHAT PROVISIONS WILL BE
 MADE FOR WHEN POWER IS LOST.
  
 5) PLEASE EXPLAIN TRASH/FIRE GATE.
  
 6) PLEASE EXPLAIN EXITING RATIONALE FOR
 COMPLEX.
  
 7) BUILDING ADDRESSES REQUIRED ON
 BUILDING.
  
 8) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATION FOR WALLS AND CEILINGS.
  
 9) TRASH CHUTE MUST EXTEND A MINIMUM OF
 THREE FEET ABOVE THE ROOF.
  
 10) PLEASE INDICATE PRESCRIPTIVE CODE
 REQUIREMENTS FOR ALL HANDRAILS.
  
 11) REQUIRED ELECTRIC POWERED SMOKE
 DETECTORS APPEAR TO BE MISSING FROM
 SOME OF THE UNITS.
  
 12) ALL VERTICAL SHAFTS LARGE ENOUGH
 FOR PERSONS TO FALL INTO SHALL BE
 MARKED "SHAFTWAY" IN RED LETTERS ON A
 WHITE SIGN.
  
 13) SINCE IT APPEARS THAT ONLY ONE
 FIRE PUMP IS PLANNED, LEGAL DOCUEMNTS
 ARE TO BE SUBMITTED THAT THE BUILDINGS
 CANNOT BE SOLD OFF INDIVIDUALLY
 LEAVING ONE BUILDING WITHOUT ONE. THIS
 INFORMATION MUST BE RECORDED.
  
 14) SPRINKLER HEADS APPEAR TO BE
 MISSING FROM THE PLANS.
  
 15) PLEASE PROVIDE OCCUPANT LOADS FOR
 THE BUILDING.
  
 16) PLEASE PROVIDE OCCUPANT LOADS FOR
 THE STAIRS.
  
 17) WHERE ARE THE PORTABLE FIRE
 EXTINGUISHERS LOCATED.
  
 18) KNOX-BOXES WILL BE REQUIRED.
  
 19) PLEASE REVIEW DOOR SCHEDULE. THE
 ONLY RATED DOORS SHOWN ARE THE APARTMENT
 DOORS. OTHER DOORS WILL BE REQUIRED TO
 BE FIRE RATED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-09-17 Cont ID  
Sent By csiegber Date 2003-09-17 Time 15:30 Rev Time 0.00
Received By csiegber Date 2003-09-17 Time 15:30 Sent To B
Notes
2003-09-17 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-09-12 Cont ID  
Sent By csiegber Date 2003-09-12 Time 12:51 Rev Time 0.00
Received By csiegber Date 2003-09-12 Time 12:51 Sent To B
Notes
2003-09-12 00:00:00TO JW DESK/PRODUCT APPV
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-07-10 Cont ID  
Sent By shernand Date 2003-07-10 Time 16:55 Rev Time 0.00
Received By shernand Date 2003-07-10 Time 16:55 Sent To M
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2003-07-15 Cont ID  
Sent By pkrauss Date 2003-07-15 Time 13:21 Rev Time 1.00
Received By pkrauss Date 2003-07-15 Time 13:21 Sent To  
Notes
2003-07-15 00:00:00MECHANICAL REVISION FOR BUILDING
 02091037 / MECHANICAL PERMIT 02091514
Review Stop M MECHANICAL (A/C)
Rev No 5 Status N Date 2003-07-14 Cont ID  
Sent By pkrauss Date 2003-07-14 Time 16:26 Rev Time 0.30
Received By pkrauss Date 2003-07-14 Time 16:26 Sent To  
Notes
2003-07-14 00:00:00PERMIT GIVEN IS TO A "MASTER".MASTER
 PLANS CANNOT BE REVISED AFTER THE PERMIT
 IS ISSUED AND CONSTRUCTION HAS BEGUN.
 REVISIONS HAVE TO BE SUBMITTED UNDER
 EACH INDIVIDUAL BUILDING NUMBER NOT
 UNDER THE MASTER.SHOULD ALL BUILDINGS
 HAVE THIS CHANGE A REVISION IS REQUIRED
 FOR EACH BUILDING.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2003-07-03 Cont ID  
Sent By shernand Date 2003-07-10 Time 16:55 Rev Time 0.50
Received By pkrauss Date 2003-07-03 Time 08:39 Sent To  
Notes
2003-07-03 00:00:00DENIED: BUILDING PERMIT 02091035
  
 1.REVISED PLAN FOR SHEET M-2.1R,
 INDICATE NO RETURN AIR FROM BEDROOM
 AREAS.COMMENT #4 HAS BEEN CHANGED TO
 READ - "RETURN AIR TRANSFER GRILLES
 OMITTED PER CODE".THIS WAS NOT OMITTED
 FROM THE CODE AND IS A REQUIREMENT
 2001 FBC(M) 601.4.
  
 2.1ST FLOOR PLAN FOR BUILDING C - PLAN
 INDICATES DUCT FROM AHU 3 PENETRATING
 A 1HR WALL (SAUNA) WITH NO FIRE DAMPERS.
 RETURN AIR NOT IDENTIFIED FROM AHU 3.
  
 APPROVED - SUMBITTAL FOR THE LEG
 EXTENSION FOR THE "ALUMA-STAND HD".
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-09-25 Cont ID  
Sent By pkrauss Date 2002-09-25 Time 08:48 Rev Time 1.30
Received By pkrauss Date 2002-09-25 Time 08:47 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2002-09-03 Cont ID  
Sent By pkrauss Date 2002-09-03 Time 12:38 Rev Time 2.00
Received By hmoser Date 2002-09-03 Time 11:09 Sent To  
Notes
2002-09-03 00:00:00DENIED:
  
 BUIDLING COMMENTS (JIM WITMERE) ITEM
 #26 & 27:
  
 RESPONSE TO SHAFT ENCLOSURE - SHEET
 A7-3 DETAIL "L" INDICATES A "SHAFTWALL"
 WITH A REFERENCE TO UL LISTING U497.
 THIS LISTING INDICATES A NONBEARING WALL
 RATING - 2 HR. WHICH IS NOT A "SHAFT"
 ASSEMBLY.PLEASE PROVIDE UL LISTING
 FOR A SHAFT ASSEMBLY NOT A WALL (SEE UL
 DIRECTORY 2002 EDITION, VOLUME 2 PAGE
 1075 - FIRE RESISTANCE DUCT ASSEMBLIES).
  
 MECHANICAL COMMENTS (NANCY DENMARK) ITEM
 #6:
  
 PLANS HAVE NOT BEEN REVISED TO INDICATE
 SPRINKLER HEAD OR ACCESS IN THE SHAFT
 FOR THE DRYER EXHAUST.
  
 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 2002-07-11 Cont ID  
Sent By ndenmark Date 2002-07-11 Time 13:21 Rev Time 2.00
Received By hmoser Date 2002-07-11 Time 13:21 Sent To  
Notes
2002-07-11 00:00:00DENIED:
  
 1. PROVIDE OUTSIDE AIR CALCULATIONS FOR
 ALL SPACES SHOWING COMPLIANCE WITH
 FBC(M) TABLE 403.3.
  
 2. FBC(M) 601.4 REQUIRES BALANCED AIR
 RETURN NOT TO EXCEED 0.001 INCH WC.
 PROVIDE RETURN AIR PATH FOR COMPLIANCE
 WITH THIS SECTION.
  
 3. EQUIPMENT ON ROOF MOUNTED STANDS,
 HEIGHT OF STANDS DEPENDS ON WIDTH OF
 EQUIPMENT. SEE FBC TABLE 1511.7 FOR
 MINIMUM CLEARANCE.
  
 4. OVERFLOW PROTECTION REQUIRED ON ALL
 AHU EQUIPMENT.
  
 5.PROVIDE INFORMATION ON FAN SHUT DOWN
 BY DUCT SMOKE DETECTORS FOR THE UNITS
 WITH GREATER THAN 2000CFM.
  
 6. DRYER EXHAUST SHAFTS WILL NEED ACCESS
 FOR THE SPRINKLER HEADS.
Review Stop P PLUMBING
Rev No 6 Status F Date 2004-05-27 Cont ID  
Sent By kstevens Date 2004-05-27 Time 13:39 Rev Time 1.00
Received By kstevens Date 2004-05-27 Time 13:38 Sent To  
Notes
2004-05-27 00:00:00REVISION DENIED
 REFERENCE: FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 A PROFESSIONAL ENGINEER SHALL SIGN HIS
 NAME AND AFFIX HIS SEAL TO ALL PLANS,
 SPECIFICATIONS, REPORTS AND FINAL BID
 DOCUMENTS PROVIDED TO THE OWNER OR THE
 OWNER'S REPRESENTATIVE, OR OTHER DOCU-
 MENTS PREPARED OR ISSUED BY SAID REGIS-
 TRANT AND BEING FILED FOR PUBLIC RECORD.
 THE DATE THAT THE SIGNATURE AND SEAL IS
 AFFIXED AS PROVIDED HEREIN SHALL BE EN-
 TERED ON SAID PLANS, SPECIFICATIONS, RE-
 PORTS, OR OTHER DOCUMENTS IMMEDIATELY
 UNDER THE SIGNATURE OF THE PROFESSIONAL
 ENGINEER, FAC 61G15-23.002(1)
 FS 471.025 - INITIALS ARE NOT ACCEPTABLE
 PER DBPR & FBPE'S RULING
 EACH SHEET OF PLANS AND PRINTS WHICH
 MUST BE SEALED UNDER THE PROVISIONS OF
 CHAPTER 471 SHALL BE SEALED, SIGNED AND
 DATED BY THE PROFESSIONAL ENGINEER IN
 RESPONSIBLE CHARGE. FAC 61G15-23.002(2)
 FS 471.025
 ENGINEERS SHALL LEGIBLY INDICATE THEIR
 NAME, ADDRESS AND LICENSE NUMBER ON EACH
 SHEET. IF PRACTICING THROUGH A DULY
 AUTHORIZED ENGINEERING BUSINESS, ENGIN-
 EERS, ENGINEERS SHALL LEGIBLY INDICATE
 THEIR NAME AND LICENSE NUMBER, AS WELL
 AS, THE NAME, ADDRESS AND CERTIFICATE OF
 AUTHORIZATION NUMBER OF THE ENGINEERING
 BUSINESS ON EACH SHEET. A TITLE BLOCK
 WILL SATISFY THIS REQUIREMENT. FAC
 61G15-23.002(2) - FS 471.025
  
 SEE ATTACHED SHEET FROM DBPR LICENSE
 SEARCH. PE NUMBER SHOWN ON PLANS INDICA-
 TES A DIFFERENT ENGINEER IS ASSIGNED TO
 THIS PE NUMBER. PLEASE CLARIFY
 ALSO PE NUMBER GIVEN IS DELINQUENT SINCE
 2-28-03
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 5 Status F Date 2003-08-05 Cont ID  
Sent By kstevens Date 2003-08-05 Time 09:08 Rev Time 0.33
Received By kstevens Date 2003-08-05 Time 09:08 Sent To  
Notes
2003-08-05 00:00:00DENIED
 REFERENCE: FBC-2001 BLDG.
 FBC-2001 PLUMBING
  
 1) INDICATE AREA OF ROOF TO BE DRAINED
 BY SCUPPER.
 2) SECTION 1503.4.2 FLOW LINE FOR SCUPP-
 ER SHALL BE MINIMUM OF 2" AND A MAXIMUM
 OF 4" ABOVE THE ROOF DECK.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 4 Status P Date 2002-09-25 Cont ID  
Sent By kstevens Date 2002-09-25 Time 11:11 Rev Time 0.00
Received By kstevens Date 2002-09-25 Time 11:11 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2002-08-26 Cont ID  
Sent By kstevens Date 2002-08-26 Time 13:28 Rev Time 0.00
Received By kstevens Date 2002-08-26 Time 13:28 Sent To  
Notes
2002-08-26 00:00:00DENIED
 REFERENCE: FBC-2001 CHAPTER 11
 FBC-2001 PLUMBING
  
 1) SHT A7.4 - REQUIREMENT #7 IS FOR ALL
 ASPECTS FOR USABLE KITCHENS & BATHROOMS
 AND NOT JUST MANUVERING AND CLEAR FLOOR
 SPACE AROUND FIXTURES AS STATED.
 2) SHTS A2-4, A3-5, & A4-4 PLEASE SHOW
 LOCATION OF ALL SECONDARY ROOF DRAINS.
 3) SHT A7-4 HDCP STALL DETAIL SHOWS 5'8"
 TO TOP OF LAV. PER 11-4.19.2 HEIGHT MAX.
 2'10" TO TOP OF LAV.
 4) FROM PREVIOUS REVIEW: - SHT A-4.2,
 THE CLEAR FLOOR SPACE FOR THE LAV'S ARE
 NOT SHOWN. WATER CLOSET SHALL NOT INTR
 DE INTO CLEAR FLOOR SPACE FOR LAV.
 5) FROM PREVIOUS REVIEW: BAR SINK DETAIL
 NOT SHOWN. PARALLEL APPROACH STILL RE-
 QUIRES THAT COUNTER SHALL BE 2'10" OFF
 FLOOR. PLEASE INDICATE HEIGHT PER 11-4.
 24.3
 6) SHT P2.9 MASTER BATH, WATER CLOSET
 SHALL BE 18" OFF WALL AND BIDET IS REQ-
 UIRED TO BE MINIMUM OF 30" CENTER TO
 CENTER FROM W/C. SEC 405.3.1
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 2 Status F Date 2002-08-26 Cont ID  
Sent By kstevens Date 2002-08-26 Time 18:23 Rev Time 0.00
Received By kstevens Date 2002-08-23 Time 18:42 Sent To  
Notes
2002-08-26 00:00:00DENIED
  
 SEE COMMENTS NEXT STOP
Review Stop P PLUMBING
Rev No 1 Status F Date 2002-07-06 Cont ID  
Sent By kstevens Date 2002-07-06 Time 15:17 Rev Time 0.00
Received By kstevens Date 2002-07-06 Time 15:17 Sent To  
Notes
2002-07-06 00:00:00DENIED
 REFERENCE: FBC-2001 CHAPTER 11
 FBC-2001 PLUMBING
 FHA AMEND-98 DESIGN MANUAL
  
 1) ROUTE PLANS TO PALM BEACH COUNTY
 HEALTH UNIT, DIVISION OF ENVIRONMENTAL
 HEALTH, 901 EVERNIA ST. WPB 33401 (561)
 355-3018. FOR REVIEW FOR POOL.
 2) SHTS A2-1, A2-2, A2-3, A3-1, A3-2,
 A3-3, A3-4, A5-1, & A5-2. ALL UNITS
 SHALL COMPLY WITH FHA DESIGN MANUAL RE-
 QUIREMENTS 1 THRU 7. SUBMIT DETAILS.
 SPECIFY BATHROOM SPECIFICATION "A" OR
 "B". SHOW CLEAR FLOOR SPACE FOR ALL FIX-
 TURES IN BATHROOMS AND KITCHENS PER DE-
 SIGN MANUAL.
 3) SHTS A2-4, A3-5, & A4-4, PLEASE PRO-
 VIDE CALCULATIONS FOR PRIMARY AND SECOND
 ARY ROOF DRAINS PER SECTIONS 1106, AND
 1107. ADD 1/2 AREA OF VERTICAL WALLS &
 AREA OF ROOF THAT DRAIN ONTO ROOF FROM
 ABOVE. PLEASE PROVIDE A STORM RISER DIA-
 GRAM. SHOW SQ FOOTAGE AS IT ACCUMULATES
 IN DRAIN IN SYSTEM.
 4) SHT A4-1 SHOW CLEAR FLOOR SPACE FOR
 FIXTURES IN STALLS IN MENS & WOMENS TOI-
 LET ROOMS. DOOR SHALL NOT OPEN INTO THE
 CLEAR FLOOR SPACE OF ANY FIXTURE. SEC.
 11-4.17.5
 5) SHOW DETAIL FOR DRINKING FOUNTAIN.
 SHOW COMPLIANCE FOR 11-4.15 & ALL SUB-
 SECTIONS AND SEC 11-4.1.3(10) FOR THOSE
 WHO HAVE TROUBLE BENDING OR STOOPING.
 6) SHT A-4.2 SHOW CLEAR FLOOR SPACE & 5'
 TURNING RADIUS IN TOILET ROOM. 11-4.22.2
 DOOR SHALL NOT OPEN INTO CLEAR FLOOR
 SPACE OR UNOBSTRUCTED TURNING RADIUS OF
 ANY FIXTURE.
 7) SHT A4-2 BAR SINK TO COMPLY WITH SEC.
 11-4.24 & SUBSECTIONS. SHOW DETAIL
 8) SHT P.0.1 PLEASE SUBMIT MANUF. INFOR.
 FOR DOMESTIC WATER BOOSTER PUMPS FOR
 PRODUCT APPROVAL. SHOW LISTING FOR TEST-
 ING AGENCY.
 9) THE DISCHARGE PIPE FROM THE RELIEF
 VALVE (T/P) 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. SHT P.0.1
 WATER HEATER DETAIL. SECTION 504.7.1
 607.3 A MEANS OF CONTROLLING INCREASED
 PRESSURE CAUSED BY THERMAL EXPANSION
 SHALL BE PROVIDED IN ACCORDANCE WITH
 SECTIONS 607.3.1 & 607.3.2
 10) SHT P-0.1 GENERAL NOTES #18, 2-1/2"
 AND SMALLER PIPE SHALL BE RUN AT 1/4"
 PER FOOT PER TABLE 704.1. GENERAL NOTES
 #20 DIELECTRIC UNIONS APPROVED FOR GAS
 PIPING ONLY.
 11) SHT P-1.1 PER SECTION 424, 64E-9.004
 (2)(F), SEPARATE SANITARY FACILITIES
 SHALL BE PROVIDED & LABLED FOR EACH SEX
 & MUST BE LOCATED WITHIN A 200' RADIUS
 OF THE NEAREST WATER'S EDGE OF THE POOL.
 NUMBER OF FIXTURES PER POOL SIZE.
 12) SEPARATE POOL PERMIT REQUIRED.
 13) SHT P-2.3 APT "A" LOWER LEFT - 2
 SANITARY LINES PICKING UP RISER S-2.
 PLEASE CLAIRFY.
 14) SHTS P.2.3 & P.2.4 RELIEF VENT RE-
 QUIRED WHERE CONDENSATE EXITS THE BLDG.
 PLEASE SHOW ON PLANS.
 15) SHTS P.2.3 & P.2.4 TWO WAY CLEAN OUT
 REQUIRED NEAR JUNCTION OF BLDG DRAIN AND
 BLDG SEWER. SEC 708.3.5
 16) SHTS P.2.7 & P.2.8, SHOW DETAILS FOR
 HDCP FIXTURES PER 11-4.26 W/C'S, 11-4.18
 URNALS, 11-4.19 LAVS.
 17) A SERVICE SINK IS REQUIRED PER TABLE
 403.1
 18) SHT P.3.2 SANITARY RISER DIAGRAM,
 RISER #3 TUB MISSING FOR BATH #2.
 19) SHT P.3.2 SANITARY RISER DIAGRAM,
 FOR BLDGS A & B PLEASE SHOW FIXTURE UNIT
 COUNT AS THEY ACCUMULATE IN THE DRAINAGE
 SYSTEM. ADD AT EACH BRANCH AT BLDG DRAIN
 20) SHT P.3.3 WATER ISOMETRICS, AIR CHAM
 BERS NOT APPROVED. WATER HAMMER ARRESTOR
 REQUIRED AT QUICK CLOSING VALVES LOCATED
 NEXT TO FIXTURES. 604.9 PLEASE REMOVE
 ALL AIRCHAMBERS.
 21) WILL PRESSURE REDUCERS BE REQUIRED
 AT UNITS NEAR THE WATER BOOSTER PUMPS?
 PLEASE SUBMIT CALCULATIONS FOR DOMESTIC
 WATER SYSTEM, SHOWING PRESSURE AT PUMPS
 AND AT FURTHEST UNIT FROM PUMPS.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 2 Status P Date 2002-09-25 Cont ID  
Sent By sgraham Date 2002-09-25 Time 08:05 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2002-06-25 Cont ID  
Sent By sgraham Date 2002-06-25 Time 08:58 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2002-09-09 00:00:00MODELS (B-2) IN BLDG A & B CAN NOT
 HAVE THE SECOND ENTRANCE TO APARTMENTS,
 RAILING MUST BE CONTINUED, AND CLOSE
 AT THE BRIDGE.
 NO SUBDIVISION OF THESE UNITS WILL BE
 ALLOWED AT ANY TIME, ONLY 99 UNITS WAS
 APPROVED.
 ANY QUESTIONS CALL MIKE SANCHEZ AT
 561-659-8031
2002-06-25 00:00:001.LANDSCAPE PLAN DOES NOT MATCH
 APPROVED SITE PLAN.
 2.NO GRASS PARKING AREA WAS APPROVED
 MUST BE PAVERS


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