Plan Review Details - Permit 04100894
Plan Review Stops For Permit 04100894
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2006-04-06 Cont ID  
Sent By jwitmer Date 2006-04-06 Time 13:56 Rev Time 0.55
Received By jwitmer Date 2006-04-06 Time 13:55 Sent To  
Notes
2006-04-06 00:00:004-06-06 REVISION: ADDED SIDEWALK TO
 CONNECT EXISTING H. C. PARKING TO NEW
 STUDENT LIFE CENTER JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2006-03-30 Cont ID  
Sent By jwitmer Date 2006-03-30 Time 08:35 Rev Time 0.55
Received By jwitmer Date 2006-03-30 Time 08:35 Sent To PC
Notes
2006-03-30 00:00:00THRESHOLD INSPECTOR AFFIDAVIT
 CERTIFICATE OF CODE COMPLIANCE JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2005-05-16 Cont ID  
Sent By jwitmer Date 2005-05-16 Time 15:58 Rev Time 2.00
Received By jwitmer Date 2005-05-16 Time 15:58 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2005-03-16 Cont ID  
Sent By jwitmer Date 2005-03-16 Time 07:21 Rev Time 3.00
Received By jwitmer Date 2005-03-16 Time 07:21 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2005-02-25 Cont ID  
Sent By jwitmer Date 2005-02-25 Time 11:06 Rev Time 3.33
Received By jwitmer Date 2005-02-25 Time 10:22 Sent To P
Notes
2005-02-25 00:00:002-25-05 BUILDING PLAN REVIEW: PLANS ARE
 CODE COMPLIANT, P. B. COUNTY IMPACT FEES
 ARE STILL TO BE PAID. J. W.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2005-01-25 Cont ID  
Sent By jwitmer Date 2005-01-25 Time 15:03 Rev Time 2.22
Received By jwitmer Date 2005-01-25 Time 15:03 Sent To  
Notes
2005-01-25 00:00:00BUILDING PLAN REVIEW
 PERMIT:04100894
 ADD: 2600 N MILITARY TRAIL
 CONT:THE WEITZ CO
 TEL: (561)723-5976
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
  
 1)PROVIDE NOC RECORDED WITH THE CLERK OF
 COURT BEFORE A PERMIT CAN BE ISSUED.
 2) COMMENT# 12 FROM THE PREVIOUS
 REWIEW,
 SHEET A2.1/A2.2 VARIOUS STORAGE ROOM AND
 MECHANICAL ROOM DOORS SWING INTO THE
 CORRIDOR, SEE 1021.4 DOORS THAT SWING
 INTO AN EXIT CORRIDOR SHALL BE RECESSED
 TO PREVENT INTERFERENCE WITH CORRIDOR
 TRAFFIC, ANY DOOR NOT RECESSED SHALL
 OPEN 180 DEGREES TO STOP AGAINST THE
 WALL. SEE ROOM 156 AND 166.PLANS NOT
 CHANGED.
 3) BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-11-29 Cont ID  
Sent By jwitmer Date 2004-11-29 Time 16:22 Rev Time 9.00
Received By jwitmer Date 2004-11-29 Time 16:22 Sent To  
Notes
2004-11-29 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04100894
 ADD: 2600 NORTH MILITARY TRAIL
 CONT: THE WEITZ CO
 TEL: (561)723-5976
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 2ND SESSION STARTING COMMENT# 26
 ACTION: FAILED
  
  
 26) 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.
 PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1,
 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR
 INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
  
 27) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS FIXED & OPARATABLE
 B) WINDOWS GLASS BLOCK
 C) MULLIONS
 D) DOORS, EXTERIOR W/ GLAZING
 E) DOORS, EXTERIOR SOLID
 F) LOUVERS
 G) COMPONENTS & CLADDING
 (1) CEMENT BOARD- SUBSHEATHING
 H) ROOFING ASSEMBLIES
 (1) INSULATION
 (2) ROOFING PRODUCTS
  
 28)1707.4.3 EACH EXTERIOR DOOR
 ASSEMBLY NOT COVERED BY 1707.4.2
 (GLAZED DOORS) SHALL BE LISTED AND
 TEST-
 ED FOR A PERIOD EQUAL TO THE QUANITY
 3600/ V WHERE THE TIME PERIOD IS IN
 SECTIONS AND V IS IN MILES PER HR TAKEN
 FROM FIGURE 1606. THE TIME PERIOD SHALL
 ALSO INCLUDE A 10 SECOND PERIOD AT A
 LOAD EQUAL TO 1.5 TIMES THE DESIGN
 PRESSURE. DADE COUNTY & SBCCI REPORTS
 ARE ACCEPTED.
  
 29) 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.
  
 30) 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.
  
 31) TABLE 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION; PROVIDE INFORMATION
 BASED ON INTERIOR FINISH REQUIREMENTS
 BASED ON OCCUPANCY.
  
 32) PROVIDE FLAMESPREAD AND SMOKE
 DEVELOPMENT INFORMATION ON THE GYM
 DIVIDING CURTAIN, TABLE 803.3.
  
 33) PLEASE INDICATE EXITING (LIFE SAFETY
 PLAN) INDICATING OCCUPANT LOADS FOR
 ROOMS AND EXITING REQUIREMENTS SEE
 TABLE 1003.1. & TABLE 1004 FOR EXITS AND
 MEANS OF EGRESS.
  
 34) A7.3 MEZZANINE DETAIL INDICATES THE
 USE OF A STEEL LADDEER VS STAIRS SEE
 1005.7.3 EGRESS STAIRWAYS FROM
 MEZAANINES SHALL CONFORM WITH THE
 REQUIREMENTS OF 1007 ALSO SEE EXCEPTION
 AND REQUIRED SMOKE DETECTION SYSTEM AND
 FIRE ALARM.
  
 35) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-11-24 Cont ID  
Sent By jwitmer Date 2004-11-24 Time 07:01 Rev Time 8.50
Received By jwitmer Date 2004-11-24 Time 07:01 Sent To PC
Notes
2004-11-24 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04100894
 ADD: 2600 N MILITARY TRL
 CONT: THE WEITZ CO.
 TEL: (561)723-5976
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
  
 1)PROVIDE NOC RECORDED WITH THE CLERK
 OF
 COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) 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.
  
 3)WPB AMENDMENT 105.13.6. W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY S.
 553.79(5) FLORIDA STATUTES TO THE MIN-
 IMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561)
 805-6711 FOR FURTHER INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 4) W.P.B. AMENDMENT 105.13.4.4 ALL
 PLANS
 FOR THE BUILDING WHICH ARE REQUIRED TO
 BE SIGNED AND SEALED BY THE ARCHITECT
 OR
 ENGINEER OF RECORD CON- TAIN A
 STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S PR
 ENGINEER'S KNOWLEDGE, THE PLANS AND
 SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS
 DETERMINED BY THE LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 5) PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUTION WITH
 BASE FLOOD ELEVATION, CITY CODE
 REQUIRES
 AN ADDITIONAL 6".A-8, ELE 16.5'.
  
 6)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN
 QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE
 EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
 PLAANS, SPECIFICATIONS REPORTS OR
 OTHER DOCUMENTS PREPARED BY A
 PROFESSIONAL ENGINEER AND BEING FILED
 FOR PUBLIC RECORD SHALL HAVE THE
 SIGNATURE AND THE SEAL OF THE DESIGN
 PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ST S 61G15-23.002 ENGINEERS
  
 7) SHEET S-5.3 CODES & STANDARDS 1-A,
 TABLE 1606 IMPORTANCE FACTOR, BUILDINGS
 OR STRUCTURES WITH OCCUPANT LOADS
 GREATER THAN 300 IN A SINGLE ROOOM, THE
 IMPORTANCE FACTOR SHALL BE 1.15,
 BUILDING CATEGORY III.
  
 8) SP-2 THE HANDICAPPED ENTRANCE VS THE
  
 MAIN ENTRANCE, THE ACCISSIBLE ROUTE
 SHOULD BE THE SAME ROUTE TO THE MAXIMUM
 EXTENT USED BY THE GENERAL PUBLIC, SEE
 11-4.3.2(1).
  
 9) SHEET A1.1/A6.1 RETRACTABLE BENCHES,
 THEY DO SHOW COMPANION SEATING BUT NO
 INFORMATION AS TO HOW TO COMPLY WITH
 VERTICAL ACCESSIBILITY. 11-4.1.2
 VERTICAL ACCESSIBILITY, NOTHING IN THIS
 CODE SHALL BE CONSTRUED TO RELIEVE THE
 OWNER OF ANY BUILDING, SSTRUCTURE OR
 FACILITY FROM THE DUTY TO PROVIDE
 VERTICAL ACCESSIBILITY TO ALL LEVELS
 ABOVE OR BELOW THE OCCUPIAABLE GRADE
 LEVEL. IF NOT SUPPLYING A LIFT AND
 COMPANION SEATING TO ALL LEVELS, APPLY
 TO THE STATE FOR A WAIVER.
  
 10) SHEET A2.1 DOORS 127, 128& 129 THE
 DOOR SCHEDULE INDICATES A FRAME TYPE"6"
 FOR A 6'-0" WIDE SET OF DOORS, WHERE
 ITSHOULD READ A 3'-0" DOOR WITH SIDE
 LIGHT. THE SCHEDULE INDICATES THE 3'-0"
  
 FRAME WITH SIDELIGHT THERE IS ONLY 16"
 ON THE LATCH SIDE OF THE DOORWAY WHERE
 18" IS REQUIRED, SEE 11-4.13.6.
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING
 CLEARENCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARENCES SHALL BE
 CLEAR & LEVEL.
  
 11) SHEET A2.1/ A2.2 DOORS IN SERIES
 SEE
 11-4.13.7. DOORS 164A&B, 159A&B, 154A&B
 AND DOOR 151A&B.
  
 12) SEE A2.1/ A2.2 VARIOUS STORAGE ROOM
 & MECHANICAL ROOM DOORS SWING OUT INTO
 THE COORIDOR, SEE 1021.4 DOORS THAT
 SWING INTO AN EXIT ACCESS COORIDOR
 SHALL
 BE RECESSED TO PREVENT INTERFERENCE
 WITH CORRIDOR TRAFFIC; ANY DOORS NOT
 RECESSED SHALL OPEN 180 DEGREES TO STOP
 AGAINST THE WALL.
  
 13) A2.2 ROOM 141/142 THERE IS A LINE
 DOWN THE CENTER OF THIS ROOM BUT NO
 INFORMATION AS TO TYPE OF WALL. THIS
 ROOM TO BE USED AS A WEIGHT/ FITNESS
 ROOM WITH NO EQUIPMENT SHOWN ON PLANS
 WILL HAVE A OCC LOAD OF 136 OCC LOAD.
 THIS WILL REQUIRE 2 EXITS 1/2 THE
 DIAGONAL APART UNSPRINKLERED, 1/3RD
 THE DIAGONAL(MINIMAL) FOR SPRINKLERED
 BLDGS.
  
 14) A2.1 CLASSROOM 123 VS OFFICE
 115/116
 SINCE THERE IS A MIXED OCCUPANCY, TABLE
  
 704.1 INDICATES A 2HR WALL BE BETWEEN
 THESE OCCUPANCIES.
  
 15) A2.1 CORRIDORS 130, 122, 165 & 148
 ALL INDICATE THE USE OF A TYPE (3) WALL
 SYSTEM, THIS UL- U404 INDICATES A 1HR
 AND A 2HR WALL. THE DETAIL ONLY
 PROVIDES
  
 THE INFORMATION FOR THE 1 HR WALL.
 PROVIDE THE INFORMATION FOR A 2 HR
 RATING?
  
 16) A2.1 ADDITIONAL INFO REQUIRED,
 NO RATING FOR THE WALL BETWEEN THE
 ENTRY
 126AND THE STUDENT LOUNGE?
  
 17) THE SAME WALL LISTED ABOVE, PROVIDE
 THE SEAL TO THE ROOF DECK ABOVE:
 705.7.1 JOINTS INSTALLED IN OR BE-
 TWEEN FIRE RESISTANT WALLS, FIRE RESIS-
 TANT FLOORS OR FLOOR/ CEILING
 ASSEMBLIES
 AND FIRE RESISTANT ROOFS OR ROOF/ CEIL-
 ING ASSEMBLIES SHALL BE PROTECTED BY AN
 APPROVED FIRE RESISTANT JOINT SYSTEM
 DESIGNED TO RESIST THE PASSAGE OF FIRE
 FOR A PERIOD NOT LESS THAN THE RE-
 QUIRED FIRE RESISTANCE RATING OF THE
 WALL, FLOOR OR FLOOR IN OR BETWEEN
 WHICH IT IS INSTALLED.
  
  
 18) 704.2.1.4 CORRIDOR PARTITIONS,
 SMOKE
 STOP PARTITIONS, HORIZONTAL EXIT PART-
 ITIONS, EXIT ENCLOSURES, AND FIRE
 RATED WALLS REQUIRED TO HAVE PROTECTED
 OPENINGS SHALL BE EFFECTIVELY AND
 PERMANETLY IDENTIFIED WITH SIGNS OR
 STENCILING IN A MANNER ACCEPTABLE TO
 THE
 AUTHORITY HAVING JURISDICTION. SUCH
 IDEN
 TIFICATION SHALL BE ABOVE ANY
 DECORATIVE
 CEILING CEILING AND IN CONCEALED
 SPACES.
 SUGGESTED WORDING" FIRE & SMOKE BARRIER
 PROTECT ALL OPENINGS".
  
 19) A3.1 DOOR SCHEDULE, THE DOOR
 SCHEDULE INDICATES THE USE OF "B" LABEL
 DOORS, SEE TABLE 705.1.2 OPENING
 PROTECTIVES ARE LABELED IN MINUTES AND
 HRS.
  
 20) 8A.3 DETAILS 1&4, THESE DETAILS DO
 NOT INDICATE HOW THE WINDOW WALL IS TO
 BE ATTACHED TO THE HORIZONTAL STEEL
 FRAMING MEMBER.
  
 21) A8.3 DETAIL 3 DOES INDICATE THERE
 SHALL BE FASTENERS BUT WHAT TYPE OF
 FASTENER AND SPACING.
  
 22) A8.3 DETAIL 2 INDICATES THE USE OF
 " BUTT GLAZING" SEE SECTION FBC 2406.2.
  
 23) A8.3 DETAIL (1) IS MISSING
 INFORMATION ON HOW THE STUCCO FRIEZE
 ABOVE THE GLASS WALL (LOBBY) IS TO BE
 BUILT, NO INFORMATION IS FOUND ON THE
 STRUCTURAL SHEETS.
  
 24) A8.3 DETAIL 4 NEEDS ADDITIONAL
 INFORMATION, MISSING WIRE LATH WEIGHT,
 "C" CHANNEL SPACING AND STEEL CEILING
 JOIST (METAL STUDS) WEIGHT AND SIZE.
  
 25) A7.5 INDICATES THE TERM "METAL STUDS
 AS NECESSARY TO SUPPORT DRYWALL
 CEILING", PLEASE PROVIDE THE ALLOWABLE
 CEILING SPAN DEFLECTION, PSF, IF MIDSPAN
 IS TO BE SUPPORTED, SIZE OF STUD AND
 THICKNESS AND JOIST SPACING.
  
 THIS REVIEW WILL CONTINUE UNDER A
 SECOND
 BUILDING SESSION.
  
 SPACING
 GLAZING"
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2005-12-05 Cont ID  
Sent By dpalmer Date 2005-12-05 Time 07:30 Rev Time 0.50
Received By dpalmer Date 2005-12-05 Time 07:01 Sent To  
Notes
2005-12-05 00:00:00REV #3 FOR FLR OUTLETS.
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2005-04-14 Cont ID  
Sent By dpalmer Date 2005-04-14 Time 11:56 Rev Time 0.75
Received By dpalmer Date 2005-04-14 Time 11:56 Sent To  
Notes
2005-04-14 00:00:00NOTE REDLINED ON RISER.
 CHASE NIPPLES FROM TWO "SHOW" DISC'S
 SHALL BE CAPPED OFF AT ALL TIME.
 CHASE NIPPLES ARE NOT AN APPROVED CONN
 FOR CORDS.
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2005-03-18 Cont ID  
Sent By dpalmer Date 2005-03-18 Time 11:35 Rev Time 0.33
Received By dpalmer Date 2005-03-18 Time 11:16 Sent To  
Notes
2005-03-18 00:00:00RESTAMPED ALL NEW ELECTRICAL SHEETS DUE
 TO CHANGE IN TITLE BLOCK INFORMATION FOR
 ARCHITECT.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2005-01-21 Cont ID  
Sent By dpalmer Date 2005-01-21 Time 08:58 Rev Time 2.00
Received By dpalmer Date 2005-01-20 Time 16:56 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-11-15 Cont ID  
Sent By dpalmer Date 2004-11-15 Time 14:26 Rev Time 3.00
Received By dpalmer Date 2004-11-05 Time 16:42 Sent To  
Notes
2004-11-15 00:00:00************* UNSAT *************
  
 1)NOTE: PLEASE SEE 230.95, 240.13 FOR
 REQUIRED GFI PROTECTION OF MDP.
  
 2)NOTE: PLEASE VERIFY/NOTE GROUNDING
 ATTACHEMENTS FOR TRANSFORMER ON RISER.
 WIRE AND CONDUIT SCHEDULE MENTIONS
 CONDUCTOR SIZE ONLY.
 250.30
  
 3)NOTE: PLEASE CLARIFY WHAT APPEARS TO
 BE THE UTILITY OWNED TRANSFORMER ON
 RISER. IF FPL TRANSFORMER, THIS DOES NOT
 NEED TO BE SHOWN.
 THIS WORK WOULD BE DONE BY FPL AND NOT
 FALL UNDER NEC.
 NEC 90
  
 4)NOTE: PLEASE PROVIDE NOTE ON
 ELECTRICAL RISER SHEET E2.1 FOR
 REQUIREMENTS OF ELECTRICAL ROOM
 /DOORS/HARDWARE PER 110.26
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW REVISED SHEETS INTO
 COMPLETE SETS FOR REVIEW AND STAMPING.
 ONE SET OF OLD SHEETS SHOULD BE
 SUBMITTED FOR REFERENCE ONLY.
  
 PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER REVIEWER(S) WHICH MAY HAVE AN
 AFFECT ON ELECTRICAL PLANS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
2004-11-05 00:00:00IN FOR ELECTRICAL REVIEW.
 ONE SET ONLY.
 **** NOTES TO FOLLOW WHEN REVIEW IS
 COMPLETE****
 FULL REVIEW NOT DONE AT THIS TIME.
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2006-04-07 Cont ID  
Sent By mamini Date 2006-04-07 Time 09:51 Rev Time 0.50
Received By mamini Date 2006-04-07 Time 09:51 Sent To  
Notes
2006-04-07 00:00:00PASSED:
  
 1. REVIEWED FOR REVISION.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2006-02-03 Cont ID  
Sent By mamini Date 2006-02-03 Time 09:27 Rev Time 0.50
Received By mamini Date 2006-02-03 Time 09:27 Sent To I
Notes
2006-02-03 00:00:00PASSED :
  
 1. REVIEWED FOR THE REVISION, NEW ON
 SITE CONNECTIONS.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2004-11-01 Cont ID  
Sent By mamini Date 2004-11-01 Time 13:34 Rev Time 0.00
Received By mamini Date 2004-11-01 Time 13:34 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2005-04-18 Cont ID  
Sent By mwennerg Date 2005-04-18 Time 09:55 Rev Time 0.00
Received By mwennerg Date 2005-04-18 Time 09:55 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2005-01-27 Cont ID  
Sent By mcarsill Date 2005-01-27 Time 17:04 Rev Time 0.00
Received By mcarsill Date 2005-01-27 Time 17:04 Sent To  
Notes
2005-01-27 00:00:00ON JANUARY 27, 2005, THIS OFFICE
 RECEIVED A FAX INDICATING THAT
 THE ADDITIONAL PLAN REVIEW NOTES
 FROM FIRE RESCUE WILL BE ADDRESSED.
 THE PLANS WILL BE APPROVED AT THIS
 TIME AS ORIGINAL DOCUMENTS REGARDING
 THE FAX WILL BE MAILED TO OUR OFFICE
 FOR INCLUSION INTO THE FILES FOR
 NORTHWOOD INSTITUTE.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2005-01-26 Cont ID  
Sent By mcarsill Date 2005-01-26 Time 07:09 Rev Time 0.00
Received By mcarsill Date 2005-01-26 Time 07:09 Sent To  
Notes
2005-01-26 00:00:001. DOORS 132 FOR MECHANICAL ROOM 132
 ARE NOT FIRE RATED BUT ARE LOCATED
 IN A RATED WALL. PLEASE REVISE PLANS
 TO REFLECT THAT THESE DOORS WILL BE
 FIRE RATED.
  
 2. ALL FIRE RATED DOORS ARE TO BE
 EQUIPPED WITH LISTED AND APPROVED
 SELF-CLOSING DEVICES TO CAUSE THE
 DOORS TO POSITIVELY LATCH WHEN
 CLOSED.
  
 3. SINCE THE BUILDING IS NEW, THE
 FIRE ALARM SYSTEM MUST BE MONITORED
 BY UL LISTED CENTRAL STATION APPROVED
 FOR CENTRAL STATION SERVICE. YOUR
 RESPONSE TO COMMENT # 19 IS NOT
 CORRECT AS THE EXISTING BUILDINGS
 THAT ARE PRESENTLY MONITORED ON THE
 CAMPUS DID NOT HAVE TO MEET THIS
 SPECIFIC REQUIREMENTS. PLEASE NOTE
 THIS.
  
 4. PLEASE EXPLAIN TYPICAL CARD READER
 OUTLETS ON PAGE E1.9. HOW WILL CARD
 READERS BE USED AND WILL THEY POSE
 ANY PROBLEMS FOR EXITING.
  
 5. MAG-LOCKS APPEAR TO BE NOTED ON
 DOORS MARKED AS EXITS BETWEEN ROOM 140
 AND 142. PLEASE EXPLAIN USE OF LOCKS
 AND EXITING.
  
 6. FIRE SPRINKLER PROTECTION WILL
 BE REQUIRED UNDERNEATH DUCTS THAT ARE
 OVER FOUR FEET WIDE.
  
 7. THE STORAGE OF BASKETBALLS AND
 SHELVING CANNOT DAMAGE OR INTERFERE
 WITH THE FIRE ALARM EQUIPMENT
 LOCATED AT RECEPTION AREA.
  
 8. IT APPEARS THAT ONLY SEVEN FIRE
 EXTINGUISHERS ARE PRESENT WITH ONE
 BEING LOCKED IN MECHANICAL ROOM # 166.
 ADDITIONAL FIRE EXTINGUISHERS APPEAR
 TO BE NEEDED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-11-12 Cont ID  
Sent By mcarsill Date 2004-11-12 Time 13:00 Rev Time 0.00
Received By mcarsill Date 2004-11-12 Time 13:00 Sent To  
Notes
2004-11-12 00:00:001) DEMOLITION, RENOVATION, AND
 CONSTRUCTION TO COMPLY WITH
 NFPA 241.
  
 2) SUITABLE ROADS ARE REQUIRED FOR
 FIRE AND PARAMEDICAL ACCESS WHILE
 BUILDING IS UNDER CONSTRUCTION.
  
 3) ELECTRONIC SWITCHES ARE
 REQUIRED ON FIRE LINE BACKFLOW
 DEVICE.
  
 4) PLEASE ILLUSTRATE FIRE RESCUE
 STAGING LOCATIONS FOR FIRE
 APPARATUS. IT DOES NOT APPEAR THAT
 MANY LOCATIONS HAVE BEEN PROVIDED
 FOR FIRE RESCUE ACCESS. THE AREAS
 SEEN WOULD BE DIFFICULT TO TURN
 FIRE APPARATUS AROUND.
  
 5) PLEASE INDICATE PROPOSED OCCUPANT
 LOADS FOR THE PROPOSED BUILDING.
 ALL ANCILLARY ROOMS TO THE GYM
 SHALL BE CALCULATED.
  
 6) PLEASE PROVIDE FLAMESPREAD DATA
 ON GYMNASIUM DIVIDING CURTAIN.
  
 7) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATIONS FOR WALLS AND
 CEILINGS.
  
 8) TACTILE SIGNAGE REQUIRED AT
 ALL EXIT LOCATIONS.
  
 9) SINCE THE BUILDING IS A MIXED
 OCCUPANCY, THE MOST STRINGENT OF
 THE OCCUPANCY TYPES WILL PREVAIL.
  
 10) PLEASE EXPLAIN THE DESIGN TEAMS
 THEORY FOR THE MAIN INGRESS AND EGRESS
 FOR THE BUILDING.
  
 11) MORE DETAILS REQUIRED ABOUT THE
 BLEACHERS.
  
 12) ALL AUTMATIC SLIDERS USED FOR
 EXITING MUST MEET THE REQUIREMENTS FOR
 POWER OPERATED DOORS AND CONTAIN THE
 REQUIRED OPENING FEATURE WHEN LOSS
 OF POWER OCCURS.
  
 13) PLEASE EXPLAIN UNDERCUT NOTE 3/8"
 FOR RATED FIRE DOORS.
  
 14) PANIC HARDWARE OR FIRE EXIT
 HARDWARE
 FOR FIRE RATED DOORS SHALL BE PRESENT
 ON EXIT DOORS SUBJECT TO AN OCCUPANCY
 OF 100 OR MORE PERSONS.
  
 15) FIRE SPRINKLER HEADS SHALL NOT
 BE PAINTED WHEN CEILING AREAS ARE
 PAINTED. ANY FIRE SPRINKLER HEADS
 THAT ARE PAINTED SHALL BE REPLACED.
  
 16) ANY SHAFT LARGE ENOUGH FOR PERSONS
 TO FALL INTO MUST BE MARKED "SHAFTWAY"
 WITH 6" HIGH LETTERS ON A CONTRASTING
 BACKGROUND.
  
 17) BUILDING ADDRESS REQUIRED. A
 MINIMUM
 OF AT LEAST 6" HIGH NUMBERS ARE
 REQUIRED.
  
 18) PLEASE PROVIDE FLAMESPREAD RATINGS
 ON ACCOSTICAL PANELS.
  
 19) FIRE ALARM SYSTEM SHALL BE
 MONITORED
 BY A UL LISTED FIRE ALARM COMPANY
 LISTED
 FOR CENTRAL STATION SERVICE.
  
  
 20) PLEASE PROVIDE PRESCRIPTIVE
 STRENGTH REQUIREMENTS FOR ALL HANDRAILS
 AND GUARDRAILS.
  
 21) PLEASE EXPLAIN STEEL ACCESS
 LADDERS.
 WHAT IS THE RATIONALE BEING USED.
  
 22) ON PAGE A10.1 AN AREA IS LABELED
 STORAGE 130 WHICH APPEARS TO BE
 INCORRECT.
  
 23) SOME EXIT SIGNS APPEAR TO BE
 MISSING FROM SOME OF THE ELECTRICAL
 PAGES.
  
 24) WHAT PREVENTS EMERGENCY LIGHTING
 AND EXIT SIGNS IN THE GYM FROM
 BEING DAMAGED.
  
 25) WHAT WILL THE VOICE EVACUATION
 MESSAGE SAY FOR THE FIRE ALARM
 SYSTEM.
  
 26) A NEW FIRE HYDRANT APPEARS
 TO BE LOCATED NEW THE NEW
 TRANSFORMERS BUT COULD NOT
 LOCATE A CALL-OUT FOR IT ON THE
 PLANS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 13 Status N Date 2006-03-17 Cont ID  
Sent By adarroug Date 2006-03-17 Time 15:22 Rev Time 0.00
Received By adarroug Date 2006-03-17 Time 15:22 Sent To FIRE
Notes
2006-03-17 00:00:00TO "F" BOX/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2006-03-09 Cont ID  
Sent By adarroug Date 2006-03-09 Time 18:21 Rev Time 0.00
Received By adarroug Date 2006-03-09 Time 15:22 Sent To  
Notes
2006-04-05 00:00:00TO "COMM" BD#51
2006-03-09 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2006-03-09 Cont ID  
Sent By adarroug Date 2006-03-09 Time 18:10 Rev Time 0.00
Received By adarroug Date 2006-03-09 Time 18:10 Sent To B
Notes
2006-03-09 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2006-02-03 Cont ID  
Sent By adarroug Date 2006-02-03 Time 11:20 Rev Time 0.00
Received By adarroug Date 2006-02-03 Time 11:20 Sent To  
Notes
2006-03-21 00:00:00MOVED TO COMM BOARD #30
2006-03-06 00:00:00TO "COMM" BD#53
2006-02-03 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2006-02-03 Cont ID  
Sent By adarroug Date 2006-02-03 Time 09:03 Rev Time 0.00
Received By adarroug Date 2006-02-03 Time 09:03 Sent To ENG
Notes
2006-02-03 00:00:00TO "MAMINI" DESK/REV--WILL GO TO "COMM"
 BD AFTER "ENG" REVIEW
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2005-11-21 Cont ID  
Sent By adarroug Date 2005-11-21 Time 14:45 Rev Time 0.00
Received By adarroug Date 2005-11-21 Time 14:45 Sent To E
Notes
2005-11-21 00:00:00TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2005-11-21 Cont ID  
Sent By adarroug Date 2005-11-21 Time 14:41 Rev Time 0.00
Received By adarroug Date 2005-11-21 Time 14:41 Sent To E
Notes
2005-11-21 00:00:00TO "BOB"#5
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2005-05-04 Cont ID  
Sent By adarroug Date 2005-05-04 Time 16:07 Rev Time 0.00
Received By adarroug Date 2005-05-04 Time 16:07 Sent To B
Notes
2005-05-04 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2005-05-04 Cont ID  
Sent By adarroug Date 2005-05-04 Time 16:05 Rev Time 0.00
Received By adarroug Date 2005-05-04 Time 16:05 Sent To B
Notes
2005-05-04 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2005-04-06 Cont ID  
Sent By adarroug Date 2005-04-06 Time 11:46 Rev Time 0.00
Received By adarroug Date 2005-04-06 Time 11:46 Sent To  
Notes
2005-04-06 00:00:00TO "COMM" BD#16
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2005-02-25 Cont ID  
Sent By adarroug Date 2005-02-25 Time 11:23 Rev Time 0.00
Received By adarroug Date 2005-02-25 Time 11:23 Sent To P
Notes
2005-02-25 00:00:00TO KSTEVENS DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-01-05 Cont ID  
Sent By mjacobs Date 2005-01-05 Time 11:00 Rev Time 0.00
Received By mjacobs Date 2005-01-05 Time 11:00 Sent To  
Notes
2005-01-05 00:00:00TO "COMM BD#40. BINDER ON SFR RACK.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-03-21 Cont ID  
Sent By pkrauss Date 2004-11-24 Time 12:58 Rev Time 0.00
Received By pkrauss Date 2004-10-25 Time 15:31 Sent To  
Notes
2005-03-21 00:00:00CALLED FOR P/U BY J WITMER
2004-10-25 00:00:00TO COMM BD#38
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2006-04-05 Cont ID  
Sent By hmoser Date 2006-04-05 Time 09:38 Rev Time 0.00
Received By hmoser Date 2006-04-05 Time 09:38 Sent To  
Notes
2006-04-05 00:00:004/5/06 CHECK T/B REPORT TO PLANS OK. HM.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2005-05-03 Cont ID  
Sent By hmoser Date 2005-05-03 Time   Rev Time 0.00
Received By hmoser Date 2005-05-03 Time 17:15 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2005-03-21 Cont ID  
Sent By pkrauss Date 2005-03-21 Time 11:05 Rev Time 0.40
Received By pkrauss Date 2005-03-21 Time 11:05 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2005-01-22 Cont ID  
Sent By pkrauss Date 2005-01-22 Time 07:16 Rev Time 3.00
Received By pkrauss Date 2005-01-21 Time 16:11 Sent To  
Notes
2005-01-22 00:00:00PROVISO:
 EQUIPMENT SHALL SUFFICIENT CLEARANCE FOR
 REPAIR, REPLACMENT, MAINTENANCE, AND
 INSPECTION PER 2001 FBC(M)306.1.
  
 CONDENSING UNIT ROOF STAND FOR DX-1
 SHALL COMPLY WITH 2001 FBC 1511.7 FOR
 REQUIRED CLEARANCE BETWEEN THE ROOF
 SURFACE AND THE BOTTOM OF THE SUPPORT
 RAIL.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status   Date 2004-11-23 Cont ID  
Sent By pkrauss Date 2004-11-23 Time 15:44 Rev Time 4.45
Received By pkrauss Date 2004-11-23 Time 06:47 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 6 Status P Date 2006-04-11 Cont ID  
Sent By jleech Date 2006-04-11 Time 10:31 Rev Time 0.00
Received By jleech Date 2006-04-11 Time 10:31 Sent To  
Notes
2006-04-11 00:00:00LOCATION OF SEWER CHANGE OK
Review Stop P PLUMBING
Rev No 5 Status P Date 2005-11-21 Cont ID  
Sent By jleech Date 2005-11-21 Time 17:46 Rev Time 1.25
Received By jleech Date 2005-11-21 Time 17:46 Sent To  
Notes
2005-11-21 00:00:00ADDED FLOOR SINKS FLOOR DRAIN AND HAND
 SINK IN STUDENT LOUNGE
Review Stop P PLUMBING
Rev No 4 Status P Date 2005-03-11 Cont ID  
Sent By kstevens Date 2005-03-11 Time 14:31 Rev Time 1.25
Received By kstevens Date 2005-03-11 Time 14:31 Sent To  
Notes
2005-03-11 00:00:00SUBMITTED INFORMATION REQUIRED PLANS OK
 NOT STAMPED YET. WILL STAMP WHEN
 RESUBMITTED FROM IMPACT FEES
Review Stop P PLUMBING
Rev No 3 Status F Date 2005-03-09 Cont ID  
Sent By kstevens Date 2005-03-09 Time 07:44 Rev Time 2.75
Received By kstevens Date 2005-03-08 Time 18:57 Sent To  
Notes
2005-03-09 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
  
 A) FROM PREVIOUS REVIEWS, THE COMMENT
 NUMBERS SHALL REMAIN THE SAME TO AVOID
 CONFUSION.
 7) THE DETAIL FOR THE SINK STILL SHOWS
 THE SINK DEPTH AS 7". MAXIMUM DEPTH FOR
 THE SINK IS 6-1/2" SECTION 11-4.24.4
 9) REF'S BATHROOM DETAIL DOES NOT SHOW
 THE CONTROLS FOR THE SHOWER REQUIRED BY
 SECTION 11-4.21.5, NOR DOES IS INDICATE
 CURB HEIGHT PER 11-4.21.7.
 15) SHTS A2.2, A9.1, A9.2 SHOW THE REFS
 BATHROOM CONFIGURED LAV, SHOWER, & W/C.
 SHTS P1.2 (FLOOR PLAN) , P2.2 DETAIL
 9R/P2.2 SHOW BATHROOM CONFIGURED LAV,
 W/C, SHOWER. PLEASE CORRELATE PLUMBING
 PLANS WITH ARCHITECTURAL SHEET TO
 REFLECT EACH OTHER. SECTION 104.2.1.
 - DETAIL 9R/P2.2 SHOWS P7, P5, P11 AND
 PLUMBING FIXTURE SCHEDULE INDICATES P5
 AS A URINAL. PLEASE CORRELATE FIXTURE
 SCHEDULE AND DETAIL. SECTION 104.2.1.
 - SHT P2.3 SHOWS P-15 (WASH MACHINE
 BOX) BUT SHT P1.1 FLOOR PLAN SHOWS P-13
 (MOP SINK) PLEASE CORRELATE F.P. WITH
 RISER DIAGRAM. SECTION 104.2.1.
 1B) SHT P2.3 DETAIL 2R/P2.4 AND SHT P1.1
 STORM PIPING, 4" ROOF DRAIN 2700 SF
 HORIZONTAL PIPING SHALL BE 6" OR 1/2"/FT
 SLOPE PER TABLE 1106.3. - BLDG STORM
 DRAIN SHALL BE SLOPED 1/4"/FT THE ENTIRE
 LENGTH PER TABLE 704.1 BECAUSE OF THE
 12" PIPE BEING RUN AT 1/4"/FT SLOPE.
 PLEASE INDICATE ON PLANS.
 - SHTS P1.2 & P2.3 STORM PIPING
 HORIZONTAL LINE FROM 4" ROOF DRAIN 2700
 SF SHALL BE 6" OR RUN AT 1/2"/FT SLOPE.
 TABLE 1106.3.
 3B) THE ORIGINAL SHEETS STAMPED BY THE
 PALM BEACH COUNTY HEALTH UNIT SHALL BE
 SUBMITTED AS PART OF THE PLANS. SUBMIT
 AN ORIGINAL STAMPED SHEET IN EACH SET OF
 PLANS SUBMITTED FOR REVIEW. SECTIONS
 104.2.1. & 101.4.7.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2005-01-28 Cont ID  
Sent By kstevens Date 2005-01-28 Time 08:55 Rev Time 3.24
Received By kstevens Date 2005-01-27 Time 16:56 Sent To  
Notes
2005-01-28 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 A) FROM PREVIOUS REVIEW, THE COMMENT
 NUMBERS SHALL REMAIN THE SAME TO AVOID
 CONFUSION.
 2) SHT L1 THE CERTIFICATE OF
 AUTHORIZATION IS REQUIRED IN THE TITLE
 BLOCK. 61G1-16.004(2) FS 481.219 AND
 THE
 PRINTED NAME OF THE PERSON SEALING THE
 DOCUMENT IS REQUIRED. 61G1-16.004(6)
 AND
 FS 481.2055. (THIS IS REQUIRED FOR SHTS
 L2, L3, I1, & 12 ALSO)
 3) ALL ARCHITECTURAL SHEETS, INITIALS
 ARE NOT ACCEPTABLE. THE FULL SIGNATURE
 OF THE PERSON SIGNING AND SEALING THE
 DOCUMENT IS REQUIRED. IF THIS IS THE
 LEGAL SIGNATURE OF THE ARCHITECT,
 SUBMIT
 A SIGNED/SEALED/DATED NOTORIZED LETTER
 SHOWING THE LEGAL SIGNATURE FOR OUR
 FILES. 61G1-16.003 - FS 481.2055. (THE
 LETTER HAS NOT BEEN SIGNED/SEALED/DATED
 AND THE TITLE BLOCK INFORMATION SHALL
 BE
 ON THE LETTER AS WELL).
 4) ALL ARCHITECTURAL SHEETS, A
 CERTIFICATE OF AUTHORIZATION IS
 REQUIRED
 IN THE TITLE BLOCK FOR ALL SHEETS, AND
 THE PRINTED NAME OF THE PERSON SIGNING
 AND SEALING THE DOCUMENT IS REQUIRED.
 61G1-16.004(6)/FS 481.2055/FS481.219.
 (A SEARCH OF DBPR WEBSITE DOES NOT
 RECOGNIZE THE NUMBER SUBMITTED ON THE
 TITLE BLOCK AS A CERTIFICATION OF
 AUTHROIZATION, AND NO PRINTED NAME OF
 THE PERSON SEALING THE PLANS IS LOCATED
 ON THE TITLE BLOCK).
 7) SINK IN CONFERENCE ROOM 107 SHALL BE
 ACCESSIBLE. SHOW THE FOLLOWING
 INFORMATION ON THE DETAIL AND FLOOR
 PLAN. KNEE CLEARANCE 11-4.24.2, SINK
 DEPTH 11-4.24.4, CLEAR FLOOR SPACE
 SHALL
 BBE PROVIDED IN FRONT OF A SINK TO
 ALLOW
 FORWARD APPROACH. THE CLEAR FLOOR SPACE
 SHALL EXTEND A MAXIMUM OF 19"
 UNDERNEATH
 THE SINK,, EXPOSED PIPES AND SURFACES
 11-4.24.6. (THESE ITEMS WERE NOT
 SUBMITTED ON THE PLANS).
 9) SHT A9.1 REF'S BATHROOM #147 SHALL
 BE
 ACCESSIBLE PER SECTION 11-4.1.3(10).
 SUBMIT A DETAIL SHOWING COMPLIANCE WITH
 11-4.16, 11-4.19, 11-4.21, AND 11-4.23
 WITH ALL SUBSECTIONS. (STILL NOT SHOWN
 ARE 11-4.16.2 CLEAR FLOOR SPACE, HEIGHT
 11-4.16.3, GRAB BARS 11-4.16.4, FLUS
 CONTROLS 11-4.16.5, MEASUREMENT FROM
 THE
 CENTERLINE OF THE W/C TO THE WALL AS
 18"
 FIG. 28, HEIGHT AND CLEARANCES
 11-4.19.2
 EXPOSED PIPES AND SURFACES 11-4.19.4,
 FAUCETS 11-4.19.5, SIZE AND CLEARANCES
 11-4.21.2, SEAT 11-4.21.3, GRAB BARS
 11-4.21.4, CONTROLS 11-4.21.5, (ALSO
 REQUESTED IN COMMENT #12), SHOWER UNIT
 11-4.21.6, CURBS 11-4.21.7).
 14) SHT P2.2 WATER RISER DIAGRAMS,
 WATER
 HAMMER ARRESTORS SHALL BE LOCATED NEAR
 THE FIXTURES IN AN "EFFECTIVE RANGE",
 NOT IN THE CEILING AS SHOWN. PDI-WH 201
 AND MANUF INSTALL. INSTRUCTIONS. (SOME
 WATER HAMMER ARRESTORS ARE STILL SHOWN
 IN THE CEILING).
 15) SUBMIT A BUILDING DRAIN SANITARY
 RISER DIAGRAM. SHOW ALL PIPE SIZES AND
 SHOW DFU'S AS THEY ACCUMULATE IN THE
 SYSTEM. SECTION 104.3.1.1. (SANITARY
 SCHEMATIC SUBMITTED ON SHT P2.3 DOES
 NOT
 REFLECT THE FLOOR PLAN. THIS BUILDING
 SANT. RISER DIAGRAM SHALL BE SUBMITTED
 IN AN ISOMETRIC FORM AND SHALL REFLECT
 THE FLOOR PLAN. SECTION 104.2.1. - SEE
 ATTACHED SHEET FOR AN EXAMPLE OF A
 SECTION OF THE ISOMETRIC AS IT ENTERS
 THE BUILDING AND SUBMIT A RISER DIAGRAM
 IN THE ISOMETRIC FORM).
 ****
 ****************NEW
 COMMENTS************
 1B) SHT P0.2 BUILDING STORM DRAIN RISER
 NUMBER 2 HAS INCORRECT PIPE SIZES FOR
 ONE SET OF DRAINS AND THE SQUARE
 FOOTAGE
 IS NOT ADDED UP CORRECTLY. PLEASE
 RECHECK THE RISER PIPE SIZES AND SQUARE
 FOOTAGE. TABLES 1106.2 & 1106.3 AND
 SECTION 104.2.1.
 2B) WATER RISER DIAGRAM FOR THE
 BUILDING
 DISTRIBUTION SYSTEM SHALL BE SUBMITTED
 IN AN ISOMETRIC FORM. THIS SHALL
 REFLECT
 THE FLOOR PLAN. (EXISTING RISER SHOWS
 THE WATER SERVICE ENTERING BUILDING AND
 THE FIXTURES ON THE LEFT SIDE OF THE
 WATER SERVICE ARE SHOWN ON THE RIGHT
 SIDE OF THE SERVICE. ALSO ALL FIXTURES
 ARE NOT SHOWN ON THE RISER. SECTION
 104.2.1.
 3B) PLANS STAMPED BY THE PALM BEACH
 COUNTY HEALTH UNIT SHALL BE SUBMITTED
 WITH THE PLANS FOR REVIEW. SECTION
 101.4.7.
 4B) SEE ATTACHED SHEET CONCERNING THE
 DESIGN PROFESSIONAL AND FS
 553(80))2)(B)
  
  
 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 2004-11-09 Cont ID  
Sent By kstevens Date 2004-11-09 Time 09:05 Rev Time 4.66
Received By kstevens Date 2004-11-08 Time 18:57 Sent To  
Notes
2004-11-09 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1) SHT L1 RAIN SENSOR REQUIRED. PART
 PF-IV(J)&(I)(2).
 2) SHT L1 THE CERTIFICATE OF
 AUTHROIZATION IS REQUIRED IN THE TITLE
 BLOCK. 61G1-16.004(2) FS 481.219 AND THE
 PRINTED NAME OF THE PERSON SEALING THE
 DOCUMENT IS REQUIRED. 61G1-16.004(6) FS
 481.2055
 3) ALL ARCHITECTURAL SHEETS, INITIALS
 ARE NOT ACCEPTABLE. THE FULL SIGNATURE
 OF THE PERSON SIGNING AND SEALING THE
 DOCUMENT IS REQUIRED. IF THIS IS THE
 LEGAL SIGNATURE OF THE ARCHITECT, SUBMIT
 A SIGNED/SEALED/DATED NOTORIZED LETTER
 SHOWING THE LEGAL SIGNATURE FOR OUR
 FILES. 61G1-16.003 - FS 481.2055
 4) ALL ARCHITECTURAL SHEETS, A
 CERTIFICATE OF AUTHORIZATION IS REQUIRED
 IN THE TITLE BLOCK FOR ALL SHEETS, AND
 THE PRINTED NAME OF THE PERSON SIGNING
 AND SEALING THE DOCUMENT IS REQUIRED.
 61G1-16.004(6)/FS 481.2055/FS 481.219
 5) SHT A1.4 SUBMIT CALCULATIONS FOR
 PRIMARY AND SECONDARY ROOF DRAINS. SHOW
 SQUARE FOOTAGE FOR EACH AREA AND SHOW
 1/2 AREA OF ALL VERTICAL WALLS INCLUDING
 PARAPETS ADDED TO ROOF AREA.
 6) SHT A2.1 WHERE 6 OR MORE STALLS ARE
 PROVIDED, IN ADDITION TO THE STALL
 COMPLUING WITH 11-4.17.3, AT LEAST ONE
 STALL 36" WIDE WITH AN OUTWARD SWINGING,
 SELF CLOSING DOOR AND PARRALLEL GRAB
 BARS COMPLYING WITH FIGURE 30(D) AND
 11-4.26 SHALL BE PROVIDED. SECTION
 11-4.22.4
 7) SHT A2.1 SINKS IN SNACK AREA ROOM 102
 AND CONFERENCE ROOM 107 SHALL BE
 ACCESSIBLE PER SECTION 11-4.24. DETAILS
 ONE AND FOUR ON SHT 9.4 SHOW HEIGHT PER
 SECTION 11-4.24.2, KNEE CLEARANCE
 11-4.24.3, SINK DEPTH 11-4.24.4, CLEAR
 FLOOR SPACE SHALL BE PROVIDED IN FRONT
 OF A SINK TO ALLOW FORWARD APPROACH. THE
 CLEAR FLOOR SPACE SHALL BE ON AN
 ACCESSIBLE ROUTE AND SHALL EXTEND A
 MAXIMUM OF 19 INCHES 11-4.24.5, EXPOSED
 PIPES AND SURFACES 11-4.24.6
 8) MORE INFORMATION REQUIRED ON SNACK
 ROOM. INDICATE WHAT TYPE OF SNACKS WILL
 BE SERVED AND IF VENDING MACHINES OR
 SERVED SNACKS SUCH AS HOT DOGS ECT.
 9) SHT A9.1 REF'S BATHROOM #147 SHALL BE
 ACCESSIBLE PER SECTION 11-4.1.3(10).
 SUBMIT A DETAIL FOR THE ROOM SHOWING
 COMPLIANCE WITH 11-4.16, 11-4.19,
 11-4.21, AND 11-4.23 AND ALL
 SUBSECTIONS
 10) SHT A9.1 SHOW TURNING AREAS IN THE
 TOILET ROOM, & SHOWER ROOMS. TURNING
 AREAS ARE NOT REQUIRED IN THE STALLS.
 SECTION 11-4.22.3
 11) SHT A9.2 SHOW CONTROL AREA FOR THE
 SHOWER WITH MEASUREMENTS OFF FLOOR PER
 FIGURE 37 AND SECTION 11-4.21.5.
 12) ALL PLUMBING SHEETS: ENGINEERS SHALL
 LEGIBLY INDICATE THEIR NAME, ADDRESS AND
 LICENSE NUMBER ON EACH SHEET.
 61G15-23.002(2)/FS471.025
 13) SHT P0.2 WATER HEATER DETAILS:
 THERMAL EXPANSION CONTROL IS REQUIRED
 PER SECTION 607.3.2
 14) SHT P2.2 WATER RISER DIAGRAM, WATER
 HAMMER ARRESTORS SHALL BE LOCATED NEAR
 THE FIXTURES IN AN "EFFECTIVE RANGE",
 NOT IN THE CEILING AS SHOWN. PDI-WH 201
 AND MANUF. INSTALL. INSTRUCTIONS.
 15) SUBMIT A BUILDING DRAIN SANITARY
 RISER DIAGRAM. SHOW ALL PIPE SIZES AND
 SHOW DFU'S AS THEY ACCUMULATE IN THE
 SYSTEM. SECTION 104.3.1.1
 16) SUBMIT A BUILDING STORM DRAIN
 ISOMETRIC. SHOW ALL PIPE SIZES AND SHOW
 SQUARE FOOTAGE AS IT ACCUMULATES IN THE
 SYSTEM.
 17) SUBMIT A WATER RISER DIAGRAM FOR THE
 BLDG AND A CONDENSATE DRAIN RISER
 DIAGRAM FOR THE BUILDING SHOWING ALL
 PIPE SIZES. SECTION 104.3.1.1
 18) IF FOOD IS BEING SERVED AT THE SNACK
 BAR, THE HEALTH DEPT. WILL HAVE TO
 REVIEW AND STAMP THE PLANS. IF FOOD IS
 BEING PREPARED MORE COMMENTS MAY FOLLOW.
 PLEASE SUBMIT MORE INFORMATION ON THE
 SNACK ROOM. SECTION 104.2.1
  
  
  
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 3 Status F Date 2006-04-17 Cont ID  
Sent By eschneid Date 2006-04-17 Time 17:19 Rev Time 0.00
Received By eschneid Date 2006-04-17 Time 17:19 Sent To  
Notes
2006-04-17 00:00:00THE ADDITION OF THE SIDEWALK REQUIRES A
 MINOR AMENDMENT TO THE SITE PLAN AND
 LANDSCAPE PLAN TO REFLECT THE CHANGE.
  
 CONTACT ERIC SCHNEIDER @ (561)822-1435.
Review Stop Z ZONING
Rev No 2 Status P Date 2005-01-25 Cont ID  
Sent By mmclean Date 2005-01-25 Time 09:38 Rev Time 0.00
Received By mmclean Date 2005-01-25 Time 09:38 Sent To  
Notes
2005-01-25 00:00:00APPROVED BY RANDALL GRANBERRY, PLANNER
 822-1454
Review Stop Z ZONING
Rev No 1 Status F Date 2004-11-01 Cont ID  
Sent By rgranber Date 2004-11-01 Time 09:45 Rev Time 0.30
Received By rgranber Date 2004-11-01 Time 09:43 Sent To ENG
Notes
2004-11-01 00:00:00SITE PLAN DOES NOT MATCH THE APPROVED
 PLANS.APPLICANT NEEDS TO SUBMIT THE
 APPROVED SET OF SITE PLANS AND LETTER
 APPROVING THE PROJECT.


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