Plan Review Details - Permit 03061838
Plan Review Stops For Permit 03061838
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2004-08-03 Cont ID  
Sent By jwitmer Date 2004-08-03 Time 11:27 Rev Time 0.75
Received By jwitmer Date 2004-08-03 Time 11:27 Sent To PC
Notes
2004-08-03 00:00:00GAURDRAIL & HANDRAIL SHOP DRAWINGS, OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2004-07-26 Cont ID  
Sent By csiegber Date 2004-07-30 Time 08:37 Rev Time 2.25
Received By jwitmer Date 2004-07-26 Time 08:31 Sent To PC
Notes
2004-07-26 00:00:00STEEL TRUSS SHOP DRAWINGS OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2004-05-25 Cont ID  
Sent By csiegber Date 2004-07-08 Time 09:42 Rev Time 0.33
Received By jwitmer Date 2004-05-25 Time 09:32 Sent To  
Notes
2004-05-25 00:00:00PRODUCT APPROVALS SUBMITTED BUT NOT
 UNDER SEPERATE PERMIT AS BUILDING
 PROVISO. JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2004-04-07 Cont ID  
Sent By csiegber Date 2004-05-05 Time 16:50 Rev Time 0.50
Received By jwitmer Date 2004-04-07 Time 16:20 Sent To  
Notes
2004-04-07 00:00:00SUBMITTALS 2 HR BLOCK,SHOP DRAWINGS FOR
 SHORINGJW
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2004-02-26 Cont ID  
Sent By alange Date 2004-03-31 Time 11:12 Rev Time 0.50
Received By jwitmer Date 2004-02-26 Time 09:30 Sent To  
Notes
2004-02-26 00:00:00SHOP DRAWINGS/ FOOTER TIE IN SURVEY
 RINKER CONCRETE MIX DESIGN/ BLOCK2/26/04
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-11-21 Cont ID  
Sent By csiegber Date 2003-12-29 Time 14:30 Rev Time 2.00
Received By jwitmer Date 2003-11-21 Time 15:18 Sent To  
Notes
2003-11-21 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03061838
 ADD: 410 N OLIVE AVE
 CONT: G.T. MC DONALD
 TEL: (954)650-0022
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 BUILDING REVIEW
 ACTION: PROVISO
  
 1) CONTRACTOR TO SUBMIT ALL PRODUCT
 APPROVALS FOR WINDOWS/ DOORS AT A LATER
 DATE, TO BE REVIWED UNDER SEPEREATE
 PERMIT WITH ASSOCIATED FEES.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-11-19 Cont ID  
Sent By jwitmer Date 2003-11-19 Time 13:26 Rev Time 2.25
Received By jwitmer Date 2003-11-19 Time 13:26 Sent To  
Notes
2003-11-19 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03061838
 ADD: 410 N. OLIVE AVE
 CONT: G. T. MC DONALD
 TEL: (954)650-0022
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 3RD REVIEW: DENIED
  
 1) THRESHOLD BUILDING;
 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.
 PROVIDE THRESHOLD INSPECTION SCHEDULE
 AND THRESHOLD INSPECTOR TO MEET AND SIGN
 DOCUMENTS WITH HAROLD PISKURA THRESHOLD
 INSPECTOR COORDINATOR. TEL:805-6711
  
 2) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 ******NOTE*******
 CONTRACTOR ELECTS TO SUBMIT WINDOW &
 DOOR PRODUCT TESTING REPORTS AT A LATER
 DATE, TO BE REVIEWED UNDER SEPARATE
 PERMIT WITH ASSOCIATED FEES & REVIEWS.
 SINCE THE WINDOW & EXTERIOR DOOR PERMIT
 WILL BE A DATE APPLIED FOR AFTER OCT.1/
 2003 THE APPLICANT WILL BE REQUIRED TO
 COMPLY WITH THE NEWLY FORMED " FLORIDA
 STATE PRODUCT APPROVAL SYSTEM".ADDITION-
 AL INFORMATION IS AVAILABLE AT:
 WWW.FLORIDABUILDING.ORG.
 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 APPROVALFORM PER
 RULE 9B-72. SEE ATTACHMENT.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-09-29 Cont ID  
Sent By jwitmer Date 2003-09-29 Time 15:00 Rev Time 6.50
Received By jwitmer Date 2003-09-29 Time 15:00 Sent To  
Notes
2003-09-29 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT:03061838
 ADD: 410 N OLIVE AVE
 CONT: G. T. MC DONALD
 TEL: (954)650-0022
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 2ND REVIEW: REVIEW
  
 1) THRESHOLD BUILDING A THRESHOLD INSPEC
 TOR TO REGISTER WITH DON NEELY MANAGER
 OF OUTSIDE INSPECTOR 805-6665
  
 2) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 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.
  
 4) A VIBROFLOTATION PERMIT (03080423) IS
 ISSUED, WILL THE SHEET PILING PERMIT BE
 PART OF THE BUILDING PERMIT OR SEPERATE
 PERMIT? RETAINAGE OF SOILS?
  
 5) FL BLDG CODE 104.2.1.2 :
 ADDITIONAL INFORMATION REQUIRED.
 PLEASE PROVIDE MANUFACTURERS SPEC FOR
 INTERKAL TELESCOPIC SEATING. INTERKAL
 MAKES MORE THAN ONE LINE OF RETRACTABLE
 BLEACHERS, STEEL, WOOD OR PLASTIC COATED
 STEEL? THIS WILL EFFECT THE OUTCOME OF
 STEEL BAR JOIST NEEDING 1 HR PROTECTION.
  
 6) 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.
 IT IS UNDERSTOOD THAT ALL OPENINGS
 AND OPENING PROTECTIVES ( WINDOWS, DOORS
 AND STORM SHUTTERS) WILL BE SUBMITTED
 LATER AND REQUIRE A SEPERATE PERMIT,
 REVIEW W/ ASSOCIATED FEES.
  
 7) A-403 DETAIL# 5, THE FASTENING OF THE
 FIRE RETARDANT TREATED PLYWOOD TO THE
 METAL DECK?
  
 8) GYMNASIUM BAR JOIST, TABLE 600 SHALL
 REQUIRE 1 HR FIREPROOFING UNLESS THE
 MANUFACTURERS SPEC ON THE BLECHERS INDIC
 ATES THERE IS NO ADDITIONAL FIRE LOAD
 (STEEL). THIS ISSUE WAS TAKEN TO THE
 B.O. UNLESS STEEL THE ENTIRE GYMASIUM
 STRUCTURAL SYSTEM WILL NEED TO BE HAVE
 FIRE PROTECTION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-07-17 Cont ID  
Sent By jwitmer Date 2003-07-17 Time 13:47 Rev Time 12.00
Received By jwitmer Date 2003-07-17 Time 13:47 Sent To  
Notes
2003-07-17 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03061838
 ADD: 310 N OLIVE AVENUE
 CONT: G. T. MCDONALD
 TEL: (954)650-0022
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) PLANS REQUIRED TO HAVE HISTORIC
 APPROVAL BEFORE ISSUANCE OF PERMIT.
  
 2) 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 I
 S NOT DEFINITEY 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-
 NICAL REPORT FROM A DESIGN PROFESSIONALP
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 DISCREPANCY INFORMATION ON PLAN INDI-
 CATES THE USE OF VIBROFLOTATION, STRUC-
 TURAL PLANS (S-201) INDICATE PILE CAP?
  
 3)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.
  
 4) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 5)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.
  
 6) THIS BUILDING IS LOCATED IN A "FIRE
 DISTRICT". SEE APPENDIX "F".
  
 7) SEE SITE WORK CHAPTER 33:
 3303: ALLOWABLE USE OF PUBLIC PROPERTY
 3304: COVERED WALKWAYS
 3305: WALKWAYS, FENCES & PROTECTIVE
 COVERINGS
 3309: CLEANING OF SIDEWALKS & STREETS
  
 8) 1803.2.1 HOW ARE YOU GOING TO RETAIN
 SOILS FROM RIGHT OF WAY FROM CAVING IN?
 ELEVATION ON WEST SIDE IS APPROX 11.5'
 THE BOTTOM OF FOOTER "C" IS AT 3.75'?
  
 9) TABLE 600 ISSUES THE FOOTER ON THE
 EAST SIDE OF BUILDING LOOKS AS IF IT IS
 ENCROACHING ONTO EAST PROPERTY.
 B) THE EAST, SOUTH & WEST SIDES OF
 THE BUILDING ARE 0'-3'FROM PROPERTY
 LINE, THIS MEANS ZERO % OPENINGS AND :
 C) 3HR EXTERIOR WALLS, HOW WILL THIS
 BE ACCOMPLISHED? IF BY BLOCK,HAVE BLOCK
 COMPANY ENGINEER GIVE THE EQUIVALENT
 THICKNESS OF BLOCK, ALSO FOR 2HR WALL.
 D) 705.1.1 OPENING PROTECTIVES.
  
 10) SHEET LS101: RAMP FROM PARKING
 GARAGE TO FIRST FLOOR IS 31" TALL, THIS
 RAMP SHALL REQUIRE AN INTERMEDIATE LAND-
 ING, (NO ELEVATION FOR BOTTOM LANDING)
 TAKEN FROM VOCATION ROOM# 1.
  
 11) 11-4.1.2 VERTICAL ACCESSIBILITY,
 NOTHING IN THIS CODE SHALL BE CONSTRUED
 TO RELIEVE THE OWNER OF ANY BUILDING,
 STRUCTURE OR FACILITY FROM THE DUTY TO
 PROVIDE VERTICAL ACCESSIBILITY TO ALL
 LEVELS ABOVE OR BELOW THE OCCUPIABLE
 GRADE LEVEL.
 A) VOCATION ROOM# 2,ELEVATION +0'-8"
 B) VOCATION ROOM# 3, ELEVATION +2'-2"
  
 12) 11-4.6.5 VAN VERTICAL CLEARENCE MIN-
 IMUM HEIGHT OF 98" ACCESS ROUTE AND PARK
 ING SPACE. CONSIDER THE FIRE SPRINKLER
 PIPES AND 2" C. W. @ CEILING AND 5" RAIN
 LETER FROM DECK ABOVE?
  
 13)WHAT AGE GROUP CHILDREN WILL USE
 THESE ROOMS AND WHAT WILL THE ROOMS ACTU
 ALLY BE USED FOR?
  
 14) VOCATION ROOM# 3 MISSING LANDING AND
 HANDRAIL AT DOOR# 104.
  
 15) ELEVATOR CAR: 11-4.10.9 FLOOR PLAN
 OF THE ELEVATOR CAR SHALL PROVIDE SPACE
 FOR WHEELCHAIR USERS TO ENTER THE CAR,
 MANEUVER WITHIN REACH OF CONTROLS, AND
 EXIT FROM THE CAR.SEE FIGURE 22 FOR
 MINIMUM DIMENSIONS, FIGURE 23 FOR
 CONTROL PANELS. ELE. BY MONUMENT STAIR!
  
 16) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-202 INDICATES THAT FROM THE GYM
 A DIFFERENCE OF 1/2" OCCURS, AND S-102
 ALSO INDICATES THE 1/2" DROP, PLUS THE
 THRESHOLD TH3 EQUALLS A 1" DIFFERENCE IN
 GRADE, THE ALLOWABLE DIFFEENCE IN GRADE
 AT THRESHOLDS IS 1/2" SEE 11-4.13.8.
 THIS SAME DETAIL TH3 HAS A 1" HEIGHT
 INDICATED AND A DETAIL OF 1/2"?
  
 17) SHEET A202, COLONNADE (021 & STAIR4)
 1021.1 SPECIAL EXIT REQUIREMENT
 1021.1.2 EXTERIOR CORRIDORS & BALCONIES
 1021.2.3 EXTERIOR BALCONIES OR WALKWAYS
 COMPLYING WITH SECTION 1006.2.2 THROUGH
 1006.2.6 SHALL BE PERMITTED PROVIDED
 THAT EXCEPTIONS TO 1006.2.4 SHALL NOT
 APPLY.
 A) EXTERIOR STAIRS SHALL BE SEPERATED
 FROM THE INTERIOR OF THE BUILDING BY
 WALLS WITH A FIRE RESISTANCE RATING OF
 NOT LESS THAN 1 HOUR, DOOR 200.3 MISSING
 RATING
 B) DOOR 200.3 RATED DOOR 3/4 HR IF TO
 HAVE GLAZING 705.1.3.6 VIEW PANELS SEE
 TABLE 705.1.3.6.LIMIT OF SIZE OF GLASS.
 C) DOOR# 208 ALSO WILL REQUIRE 3/4HR
 RATING TO MAKE RATING FOR EXTERIOR
 CORRIDOR.
 D) STAIR# 4 GATE 004.1 PROVIDE INFORMA
 TION IN REGAURDS TO HARDWARE TO BE USED
 ON THESE GATES, PART OF AN ASSEMBLY EXIT
  
 18) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 PLEASE PROVIDE MANUFACTURER SPEC FOR
 INTERKAL TELESCPIC SEATING.
  
 19) SHEET A-502/603 WEST ELEVATION
 BALCONIES, THE PROPERTY LINE IS NOT
 CLEAR SECTION 3206.1.1(2) DEALS WITH
 HORIZONTAL PROJECTIONS OVER THE PROPERTY
 LINE INTO THE RIGHT OF WAY.
  
 20) SHEET A-502 NOT FOR USE OF CLASS-A
 ACRYLIC MOULDING, SEE REQUIREMENTS OF
 2603.6 (1)-(7) PROVIDE INFORMATION,ALSO
 SEE 2603.8 SPECIAL APPROVAL.
 ****F102.2.7 ARCHITECTURAL TRIM ON BUILD
 INGSLOCATED IN THE FIRE DISTRICT SHALL
 CONSTRUCTED OF APPROVED NONCOMBUSTIBLE
 MATERIALSOR FIRE RETARDANT TREARED WOOD.
 ********
  
 21) F 102.2.4 ROOF COVERINGS IN THE FIRE
 DISTRICT SHALL CONFORM TO THE REQUIRE-
 MENTS OF A CLASS-A OR B ROOF COVERING AS
 DEFINED IN 1505. PROVIDE MANUFACTURER'S
 SPECIFICATION.
  
 22) PROVIDE INFORMATION FOR THE HARDWARE
 SCHEDULE PERTAINING TO 1019.7.2 PANIC
 HARDWARE FOR ASSEMBLY OCCUPANCIES, DOOR
 CLOSERS FOR RATED DOORS 705.3.2.3(2),
 1012.1.7 EXIT DOORS (PAIRS) VS MANUALLY
 OPERATED DOORS (PROHIBITED).
  
 23) INFORMATION ON DOOR F3 SIDELITES?
  
 24) ENCLOSED PARKING GARAGE SEE 411.4.2
 THE MECHANICAL SYSTEM SHALL BE CAPABLE
 OF 6 AIR CHANGES PER HOUR.
  
 25) SHEET S-201 WIND INFORMATION, MISS-
 ING INTERNAL PRESSURE COEFFICIENT.
 ASCE 7-98, TABLE 6-7.
  
 26)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
 REPORTS ARE ACCEPTED. MISSING REPORTS:
 A) GLAZED OPENINGS OPERATABLE/ FIXED
 B) MULLIONS VERTICAL/ HORIZONTAL
 C) SOLID EXTERIOR DOORS
 D) GLAZED DOORS
 E) ROOFING ASSEMBLIES, INCLUDING HATCH
 PROVIDE POS/ NEGATIVE PRESSURES FOR ALL
 GLAZED OPENINGS DOORS AND WINDOWS, ON
 ELEVATIONS, 1606.1.7(5) THE DESIGN WIND
 PRESSURE IN TERMS OF PSF
  
 27)1707.4.4.2 TAPERED BUCKS:
 SHALL EXTEND BEYOND THE INTERIOR FACE
 OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS SUPPORTED.
  
 28)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.
  
 29) 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.
  
 30) A-621 DETAI# 3 AND S-302 SEC# 1 BOTH
 INDICATE THE INDEPENDENT THE FIRST OF
 THE FIRST FLOOR BEAM, WHERE S-102 INDICA
 CATES THE USE OF #4 TEMPATURE BARS?????
  
 31)SECTION 1/303 WRONG CONFIGURATION,
 SHOULD BE THROUGH THE MONUMENTAL STAIR,
 IS THERE TO BE A ROOM BELOW?SEE S101.
  
 32) A-403 DETAIL# 5METAL TRUSS FRAMING
 NO INFO FOR ATTACHMENT OF SOFFIT?
 REFER TO STRUCTURAL FOR METAL FRAMING,
 S302/ DETAIL A, THE DETAIL DOESN'T SPECI
 FY WHAT TYPE OF MATERIAL OR GUAGE THE
 TRUSSES WILL BE MADE FROM, FASTENERS REQ
 UIRED FORTHE TRUSS, NOR THE FASTENING OF
 THE FIRE RETARDANT TREATED PLYWOOD.
 MISSING ALSO WELD INFO FOR ATTACHMENT OF
 TRUSS TO ANGLE. SHOULD THIS BE A "C"
 CHANNEL AND NOT A "L" ANGLE? NO WELD
 INFO ON L STIFFENER TO BOTTOM CORD.
 THE SAME HOLDS TRUE FOR A-620 DETAIL# 3.
  
 33) PROVIDE THE FIRE RATING INFORMATION
 REQUIRED FOR WALLS,FLOORS,GIRDERS,JOIST
 AS PER TABLE 600.
 A) A-403 DETAIL# 3 INDICATES THAT
 THE GYMNASIUM METAL BAR JOIST DO NOT
 NEED FIRE PROOFING, TABLE 600 NOTE "P"
 THE EXCEPTION IS FOR 20'-0" CLEAR, THE
 BLEACHERS DO NOT MAKE THIS REQUIREMENT.
  
 34) S-203 DETAIL "K" SECTION FOR COLUMNS
 POURED AFTER BLOCK WALLS ARE LAYED UP,
 A-203 DOESN'T GIVE ANY DOVE TAIL OR TIE
 IN SECTION, IS THERE A NOTE SPECIFYING
 COLUMNS TO BE POURED AFTER CMU ARE IN
 PLACE?
  
 35) A-620 SECTION A403/5 NOT CORRECT
 SECTION, PROVIDE ADDITIONAL INFO FOR THE
 SUSPENDED STUCCO CEILING, SAME PROBLEM
 WITH A-620, DETAIL# 3.
  
  
 36) SEE 1503.4.2 FOR LOCATION AND HEIGHT
 OF OVERFLOW DRAINS AND SCUPPERS.
  
 37) NOTE: 3205 THE ROOF OF EVERY FIXED
 AWNING, MARQUEE OR CANOPY SHALL BE
 SLOPED TO DOWNSPOUTS AT THE BUILDING,
 WHICH SHALL CONDUCT ALL DRAINAGE UNDER
 THE SIDEWALK TO THE CURB.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)805-6715
Review Stop E ELECTRICAL
Rev No 9 Status P Date 2005-03-22 Cont ID  
Sent By dpalmer Date 2005-03-22 Time 10:34 Rev Time 0.50
Received By dpalmer Date 2005-03-22 Time 10:34 Sent To  
Notes
2005-03-22 00:00:00ENG OF RECORD CAME IN TO OFFICE
 RE-SIGNED AND SEALED PLANS.
Review Stop E ELECTRICAL
Rev No 8 Status F Date 2005-03-21 Cont ID  
Sent By dpalmer Date 2005-03-21 Time 09:06 Rev Time 0.50
Received By dpalmer Date 2005-03-21 Time 09:05 Sent To  
Notes
2005-03-21 00:00:00********* UNSAT *******************
  
 1)NOTE: PLEASE SEE PLANS ARE REQUIRED TO
 BE SIGNED WITH LEGAL SIGNATURE FOR THE
 ENGINEER OF RECORD. PLANS DO NOT
 CORRELATE WITH PLANS ON RECORD.
 PLEASE SEE THIS IS THE SECOND TIME THIS
 HAS HAPPENED. A PREVIOUS REVIEW ON
 11/2/04 HAD THE SAME COMMENTS.
 PLEASE SEE A SET WAS RETAINED FOR FILE
 AT THAT TIME FOR POSSIBLE REVIEW BY
 FBPE'S. PLEASE SEE ONE SET OF THIS
 SUBMITTAL IS ALSO NOW RETAINED AND WILL
 BE SENT TO FBPE'S FOR REVIEW.
 PLANS MUST BE SIGNED, DATED AND SEALED
 BY THE ENGINEER OF RECORD. MULTIPLE
 SIGNATURES ARE NOT ACCEPTABLE.
 PLEASE PROVIDE IDENTIFICATON TO VERIFY.
  
 FS471.025
 FAC 61G15-23.002
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 7 Status P Date 2004-11-03 Cont ID  
Sent By dpalmer Date 2004-11-03 Time 12:13 Rev Time 0.50
Received By dpalmer Date 2004-11-03 Time 12:13 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 6 Status F Date 2004-11-02 Cont ID  
Sent By dpalmer Date 2004-11-02 Time 13:58 Rev Time 1.00
Received By dpalmer Date 2004-11-02 Time 13:57 Sent To  
Notes
2004-11-02 00:00:00********* UNSAT *******************
  
 1)NOTE: PLEASE SEE PLANS ARE REQUIRED TO
 BE SIGNED WITH LEGAL SIGNATURE FOR THE
 ENGINEER OF RECORD. INITIALS ARE NOT
 ACCEPTABLE. PLANS DO NOT CORRELATE WITH
 PLANS ON RECORD.
 FS471.025
 FAC 61G15-23.002
 ONE COPY OF PLANS ARE NOW BEING RETAINED
 FOR FILE.
  
  
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2003-12-08 Cont ID  
Sent By nmccray Date 2004-10-28 Time 10:11 Rev Time 1.00
Received By dpalmer Date 2003-12-08 Time 09:45 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2003-11-21 Cont ID  
Sent By btrobaug Date 2003-11-21 Time 16:06 Rev Time 0.50
Received By btrobaug Date 2003-11-21 Time 16:06 Sent To  
Notes
2003-12-04 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 SEE PREVIOUS NOTES FROM DEWEY PALMER
 THAT ARE NOT ADDRESSED.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2003-11-06 Cont ID  
Sent By dpalmer Date 2003-11-06 Time 06:10 Rev Time 0.50
Received By dpalmer Date 2003-11-06 Time 05:53 Sent To  
Notes
2003-11-06 00:00:00************ UNSAT *************
  
 PLEASE SEE NOTE #1 FROM FIRST TWO
 REVIEWS.
  
 1)NOTE: PLEASE PROVIDE ALL LICENSE
 INFORMATION AS REQ'D UNDER FAC 61G15-23.
 002 AND FS 471.
 PLEASE SEE, NOW ON SOME SHEETS THERE
 IS AN AR# SHOWN AND THE ENGINEER HAS
 SEALED OVER THE ARCH'S #. THIS IS NOT
 PERMITTED UNDER FS'S.
 PLEASE ALSO SEE SOME OTHER SHEETS ARE
 STILL SHOWING A REG # OF 000000???
 PLEASE INCLUDE FIRMS LICENSE #, CERT OF
 AUTHORIZATION #?
  
 PLEASE SEE THAT THE ABOVE HAS BEEN
 REQUESTED ON PREVIOUS REVIEWS AND NOT
 BEEN ADDRESS.
 PLEASE SEE FS 553.80 (2)(B).
  
  
  
 PLEASE SUBMIT THE ABOVE AS REQ'D AND
 REQUESTED FOR REVIEW. IF THERE ARE ANY
 QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-09-22 Cont ID  
Sent By dpalmer Date 2003-09-22 Time 19:05 Rev Time 1.50
Received By dpalmer Date 2003-09-22 Time 18:32 Sent To  
Notes
2003-09-22 00:00:00***************** UNSAT **************
  
 PLEASE SEE THAT NOT ALL NOTES FROM
 FIRST REVIEW WERE ADDRESSED.
  
 1)NOTE: PLEASE SEE FIRE REVIEW COMMENTS
 FOR ITEMS ON ELECTRICAL PLANS THAT WILL
 HAVE AN AFFECT ON E-SHEETS.
  
 2)NOTE; PLEASE SEE FAC 61G15-23.002 FOR
 ALL INFORMATION REQ'D ON TITLE BLOCKS.
 PLEASE INCLUDE ANY CERTIFICATE OF
 AUTHORIZATION #. PLEASE SEE REG # AT
 SEAL LOCATION, SHOWN AS ALL 0'S??
 PE #'S ARE NOTED AND LOCATED.
 PLEASE PROVIDE ABOVE.
 PER FS
  
 3)NOTE: PLEASE SEE 424.3B FOR SIZING
 OF OVER CURRENT PROTECTION FOR AHU'S/
 HEAT/RTU'S. ETCMIN 125%.
  
 PLEASE NOTE, A "KNOX BOX" WILL BE REQ'D
 FOR FIRE DEPT ACCESS TO SECOND FLR AND
 ELECTRICAL ROOM. SIGNAGE WILL ALSO BE
 REQ'D. 230.2
  
 PLEASE SEE COPY OF FS 553.80(2)(B) WITH
 RESPECT TO DESIGN PROFESSIONALS.
 THIS NOTIFICATION MUST BE GIVEN FOR
 PLAN REVIEWS AFTER 2ND TIME FOR SAME
 COMMENTS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
  
  
 PLEASE CORRELATE PERMIT APPLICATION
 WITH PCN # SUBMITTED. COMPUTER SHOWS
 410 N OLIVE, PERMIT APPLICATION HAS 310
 N OLIVE.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-07-14 Cont ID  
Sent By dpalmer Date 2003-07-14 Time 06:24 Rev Time 2.00
Received By dpalmer Date 2003-07-14 Time 06:24 Sent To  
Notes
2003-07-14 00:00:00*************** UNSAT ***********
  
 1)NOTE: PLEASE SEE FAC/ FS FOR REQ'D
 INFORMATION ON TITLE BLOCK(S) FOR ARCH
 AND ENGINEER. 61G15-23.002/ 61G1-16.004
 PROJECT # SHOWN AS XXXX,,,. ENG REG AND
 ENG # REQ'D ON UCI'S TITLE BLOCK ALSO.
  
 2)NOTE: PLEASE SEE SOME OF FIRE PLAN
 REVIEW COMMENTS AS THEY WILL HAVE A
 DIRECT AFFECT ON ELECTRICAL PLANS.
  
 3)NOTE:PLEASE SEE MDP IS BEING SHOWN W/
 MOETHAN SIX MEANS OF DISC. NO MORE THAN
 6 SPACES IN A SINGLE ENCLOSURE. MDP IS
 SHOWN AS MLO. PLEASE PROVIDE MCB.
 230-70,230-71,230-72.
  
 4)NOTE: PLEASE CLARIFY SIZE OF OCP FOR
 ELEVATOR, SHOWN AS 125A IN MDP FEEDING
 A 200A DISC W 175A OCP?
  
 5)NOTE: PLEASE CLARIFY EQUIPMENT GROUND-
 ING METHODS BETWEEN MAINS AND PANELS.
 250-110, 250-122.
  
 6)NOTE: PLEASE SIZE MAIN SERVICE ENT
 CONDUCTORS TO 1200 AMPS. 240-3C
  
 7)NOTE: PLEASE CLARIFY OCP FOR ALL A/C
 UNITS. 424-3B
 PLEASE ALSO CLARIFY SIZING OF CONDUCTORS
 SHOWN.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2003-11-21 Cont ID  
Sent By mamini Date 2003-11-21 Time 15:36 Rev Time 1.00
Received By mamini Date 2003-11-21 Time 15:36 Sent To  
Notes
2003-11-21 00:00:00PASSED WITH PROVISOS:
 1. THE CONTRACTOR MUST OBTAIN APPROVAL
 AND PERMIT FROM D.O.T PRIOR TO ANY
 DEMOLLITION/ CONSTRUCTION IN N. OLIVE
 R.O.W.
 2. POLLUTION EROSION PLANS MUST BE
 INSTALLED IN FIELD PRIOR TO CONSTRUCTION
 / EARTH WORK BEGINS.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2003-11-07 Cont ID  
Sent By mamini Date 2003-11-07 Time 10:16 Rev Time 0.50
Received By mamini Date 2003-11-07 Time 10:16 Sent To  
Notes
2003-11-07 00:00:00FAILED:
 1. PLEASE REFER TO THE REVIEW COMMENTS
 DATED 9-15-03, SEE ATTACHED.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2003-09-15 Cont ID  
Sent By mamini Date 2003-09-15 Time 09:47 Rev Time 1.00
Received By mamini Date 2003-09-15 Time 09:47 Sent To  
Notes
2003-09-15 00:00:00FAILED:
 1. UPON APPROVAL FROM PUBLIC UTILITIES
 ENGINEERING SERVICES AND IMPLEMENTING
 THE RESPONSES INTO THE CIVIL PLANS,
 PLEASE SUBMIT TWO SETS OF CIVIL PLANS
 AND THE REQUESTED CALCULATIONS SIGNED &
 SEALED ( CIVIL PLANS ONLY) WITH A
 SEPARATE PERMIT APPLICATION AND
 APPROPRIATE FEES TO THE CONSTRUCTION
 SERVICES DEPARTMENT FOR "UNDERGROUND
 UTILITIES AND SITE WORK" PERMIT.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-07-01 Cont ID  
Sent By mamini Date 2003-07-01 Time 08:14 Rev Time 1.00
Received By mamini Date 2003-07-01 Time 08:13 Sent To  
Notes
2003-07-01 00:00:00FAILED:
 1. PLEASE NOTE THAT A SEPARATE PERMIT
 AND APPLICATION AND FEES FOR UNDERGROUND
 UTILITIES AND SITE WORK IS REQUIRED.
 2. PLEASE NOTE THAT ALL CONNECTIONS TO
 CITY SERVICES AND LOCATION FOR METERS,
 BACKFLOWS MUST BE APPROVED BY THE PUBLIC
 UTILITIES ENGINEERING SEVICES PRIOR TO
 PLANS BEING SUBMITTED TO THE BUILDING
 DEPARTMENT, 659-8040.
 3. ANY WORK WITHIN PUBLIC R.O.W REQUIRES
 PERMIT FROM CITY ENGINEERS OFFICE
 659-8040, AND FDOT.
 4. ALL SIDEWALKS AND CURB & GUTTERS
 ALONG THE PROPERTY ALL SIDE THAT ARE
 DAMAGED/REMOVED MUST BE RESTORED TO
 ORIGINAL OR BETTER CONDITION.
 5. PLEASE PROVIDE PERVIOUS & IMPERVIOUS
 CALCULATION FOR THE ENTIRE SITE, SHOWING
 THE CHANGES DUE TO THE PROPOSED FACILITY
 6. PLEASE PROVIDE STORM WATER CALC.,
 SHOWING EXISTING SURFACE WATER MANAGE-
 MENT AND POST CONSTRUCTION SURFACE WATER
 MANAGEMENT FOR THE ENTIRE SITE. PLEASE
 NOTE THAT COMPLIANCE WITH CITY REQUIRE-
 MENT FOR SURFACE WATER MANAGEMENT IS
 REQUIRED.
 7. POLLUTION/EROSION PLANS MUST BE ADDED
 TO THE CIVIL/SITE PLANS AND MUST BE
 INSTALLED IN THE FIELD PRIOR TO ANY
 EARTH/CONSTRUCTION WORK.
 IF ANY QUESTIN PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2004-10-28 Cont ID  
Sent By nmccray Date 2004-10-28 Time 10:11 Rev Time 0.00
Received By nmccray Date 2004-10-28 Time 10:11 Sent To E
Notes
2004-10-28 00:00:00ELECTRICAL REVISION DATED 10-14-04
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2003-11-13 Cont ID  
Sent By mcarsill Date 2003-11-13 Time 07:06 Rev Time 0.00
Received By mcarsill Date 2003-11-13 Time 07:06 Sent To  
Notes
2003-11-13 00:00:001) COULD NOT LOCATE INFORMATION ABOUT
 SHAFTWAY MARKINGS.
  
 2) ALSO TACTILE SIGNAGE REQUIRED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2003-09-17 Cont ID  
Sent By mcarsill Date 2003-09-17 Time 16:34 Rev Time 0.00
Received By mcarsill Date 2003-09-17 Time 16:34 Sent To  
Notes
2003-09-17 00:00:001) COULD NOT LOCATE ANY FIRE
 EXTINGUISHERS WITHIN THE PARKING GARAGE
 AREA.
  
 2) OVERALL SITE PLAN SA-101 DISPLAYS
 THE NEW FIRE HYDRANT PLANNED FOR THIRD
 STREET. IT APPEARS THAT A LARGE PLANT
 IS DIRECTLY NEXT TO THE FIRE HYDRANT.
 PLEASE ENSURE THAT 7'-6" IS PROVIDED
 TO THE FRONT AND SIDES 4' TO THE
 REAR.
  
 3) WOODEN MEMBERS NOTED ON TRELLIS.
 PLEASE SEE APPENDIX F, LOCAL AMENDMENTS
 TO THE FLORIDA BUILDING CODE, FIRE
 LIMITS.
  
 4) CARBON MONOXIDE DETECTORS NOTED
 WITHIN GARAGE. PLEASE PROVIDE
 PRODUCT APPROVALS.
  
 5) WHEN A BUILDING ADDRESS IS
 ASSIGNED IT SHALL BE PLACED ON THE
 PROPER ELEVATION AND THE NUMERALS
 SHALL BE AT LEAST 6" HIGH.
  
 6) YOUR PLAN REVIEW COMMENT # 23 IS
 NOT CORRECT. ALL SHAFTWAYS SHALL BE
 LABELED WITH 6" LETTERS "SHAFTWAY".
 PLEASE SEE NFPA 1, SECTION 3, NOT
 CHAPTER 6-3.
  
 7) EXIT SIGN IS MISSING FROM NORTH
 SIDE OF GARAGE NEAR EXIT STAIRS ON
 PAGE E-04.
  
 8) PLEASE EXPLAIN NOTE ON E-09 " UPON
 FLOW CONDITION ON FIRST FLOOR, THE
 FACP SHALL OVERRIDE THE MECHANICAL
 CONTROLS FOR EXHAUST FANS (EF-1, EF-2)
 AND SHALL INITIATE OPERATION OF THESE
 FANS.
  
 9) PLEASE INDICATE WHY NO VOICE
 EVACUATION SPEAKER STROBES ARE BEING
 USED INSTEAD HORN STROBES ARE PLANNED.
  
 10) WHY IS THE FIRE ALARM PANEL LOCATED
 ON THE SECOND FLOOR LEVEL. IF THE PANEL
 IS PLANNED FOR THE SECOND FLOOR, THEN
 A REMOTE ANNUNCIATOR WILL BE REQUIRED
 FOR THE FIRST FLOOR.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-09-17 Cont ID  
Sent By mcarsill Date 2003-07-11 Time 14:31 Rev Time 0.00
Received By mcarsill Date 2003-07-11 Time 14:31 Sent To  
Notes
2003-07-11 00:00:001) OSY VALVES ARE TO BE EQUIPPED WITH
 TAMPER SWITCHES, AND A CHAIN AND LOCK.
  
 2) BUILDING IS LOCATED IN THE CITY
 FIRE LIMITS. CERTAIN RESTRICTIONS
 WILL APPLY. PLEASE SEE LOCAL
 AMENDMENTS TO THE FLORIDA BUILDING
 CODE.
  
 3) WHAT IS THE EXIT DISCHARGE CAPACITY
 OF THE DECORATIVE METAL GATE LOCATED
 IN THE MULTI-PURPOSE PLAYFIELD.
  
 4) PLEASE EXPLAIN VOCATIONAL AREAS.
 WHAT WILL THESE AREAS BE USED FOR.
  
 5) ALL NEW STAIRS AND RAMPS SHALL HAVE
 HANDRAILS ON BOTH SIDES.
  
 6) A KNOX-BOX RAPID ENTRY SYSTEM WILL
 BE REQUIRED.
  
 7) ALL PROPOSED WORK TO COMPLY WITH
 NFPA 241.
  
 8) NO EXIT SIGNS SHOWN ON LS 101.
  
 9) A TWO HOUR FIRE SEPARATION WILL BE
 REQUIRED BETWEEN THE PARKING AREA AND
 OTHER AREAS OF THE BUILDING.
  
 10) EXIT SIGN IN GYM THAT IS OUTSIDE
 OF COLONADE 023 APPEARS CONFUSING.
  
 11) STAIRS LEADING FRON NON-WORKING
 STAGE INTO GYM ARE REQUIRED TO HAVE
 HANDRAILS ON BOTH SIDES.
  
 12) OVERALL SITE PLAN DOES NOT DISPLAY
 THE NEW FIRE HYDRANT PLANNED FOR
 THIRD STREET.
  
 13) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATION FOR WALLS AND CEILINGS.
  
 14) PLEASE INDICATE CLASSIFICATION
 FOR ROOF. CERTAIN REQUIREMENTS
 MUST BE MET IN THE CITY FIRE LIMITS.
  
 15) ROOF DETAIL # 3 SHOWS 3/4" PLYWOOD.
  
 16) NO BUILDING ADDRESS OBSERVED ON
 PROPER ELEVATION.
  
 17) PLEASE PROVIDE PRESCRIPTIVE STRENGTH
 REQUIREMENTS FOR HANDRAILS AND
 GUARDRAILS.
  
 18) PLEASE PROVIDE PRODUCT APPROVALS
 FOR BLEACHERS.
  
 19) DOOR SCHEDULE DOES NOT INDICATE
 PANIC HARDWARE ON DOORS SUBJECT TO
 AN OCCUPANY OF 100 OR MORE PERSONS.
  
 20) PLEASE EXPLAIN NOTE ON DOOR
 SCHEDULE ABOUT 1/2 UNDERCUT OF FIRE
 RATED DOORS.
  
 21) GARAGE MECHANICAL SYSTEM PROVIDES
 HOW MANY AIR CHANGES PER HOUR. WHAT
 HAPPENS WHEN LOSS OF POWER OCCURS.
  
 22) PLEASE INDICATE DISTANCE OF FIRE
 DEPARTMENT CONNECTION TO FIRE HYDRANT
 PROPOSED FOR THIRD STREET.
  
 23) ALL SHAFTWAYS LARGE ENOUGH FOR
 PERSONS TO FALL INTO MUST BE MARKED
 SHAFTWAY.
  
 24) FIRST FLOOR LIGHTING PLAN IS
 MISSING AN EMERGENCY LIGHT NEAR THE
 NORTH ELEVATOR.
  
 25) OUTSIDE STAIRS IF AN EXCEPTION
 CANNOT BE GRANTED MUST BE PROPERLY
 SEPARATED. PLEASE REVIEW GRAND
 MONUMENTAL STAIR.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 805-6722
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 13 Status N Date 2005-03-17 Cont ID  
Sent By adarroug Date 2005-03-17 Time 08:48 Rev Time 0.00
Received By adarroug Date 2005-03-17 Time 08:48 Sent To E
Notes
2005-03-17 00:00:00TO "DPALMER" DESK/REVISION
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2004-07-30 Cont ID  
Sent By csiegber Date 2004-07-30 Time 08:37 Rev Time 0.00
Received By csiegber Date 2004-07-30 Time 08:37 Sent To B
Notes
2004-07-30 00:00:00TO JW DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2004-07-08 Cont ID  
Sent By csiegber Date 2004-07-08 Time 09:42 Rev Time 0.00
Received By csiegber Date 2004-07-08 Time 09:40 Sent To B
Notes
2004-07-08 00:00:00TO JW DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2004-05-05 Cont ID  
Sent By csiegber Date 2004-05-05 Time 16:50 Rev Time 0.00
Received By csiegber Date 2004-05-05 Time 16:50 Sent To B
Notes
2004-05-05 00:00:00TO JW DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2004-04-27 Cont ID  
Sent By csiegber Date 2004-04-27 Time 16:16 Rev Time 0.00
Received By csiegber Date 2004-04-27 Time 16:16 Sent To B
Notes
2004-04-27 00:00:00TO JW DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2004-03-31 Cont ID  
Sent By alange Date 2004-03-31 Time 11:12 Rev Time 0.00
Received By alange Date 2004-03-31 Time 11:12 Sent To B
Notes
2004-03-31 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2004-03-23 Cont ID  
Sent By csiegber Date 2004-03-23 Time 09:00 Rev Time 0.00
Received By csiegber Date 2004-03-23 Time 09:00 Sent To B
Notes
2004-03-23 00:00:00TO JW DESK/SUBMITTAL/LETTERS
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2004-03-04 Cont ID  
Sent By csiegber Date 2004-03-04 Time 13:30 Rev Time 0.00
Received By csiegber Date 2004-03-04 Time 13:30 Sent To B
Notes
2004-03-04 00:00:00TO JW DESK/SUBMITTAL/SHOP DRAWINGS
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2004-02-03 Cont ID  
Sent By csiegber Date 2004-02-03 Time 16:45 Rev Time 0.00
Received By csiegber Date 2004-02-03 Time 16:44 Sent To  
Notes
2004-02-03 00:00:00TO JW DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-12-29 Cont ID  
Sent By csiegber Date 2003-12-29 Time 14:29 Rev Time 0.00
Received By csiegber Date 2003-12-29 Time 14:29 Sent To B
Notes
2003-12-29 00:00:00TO JW DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-11-03 Cont ID  
Sent By csiegber Date 2003-11-03 Time 11:17 Rev Time 0.00
Received By csiegber Date 2003-11-03 Time 11:17 Sent To  
Notes
2003-11-03 00:00:00TO COMM BD#37
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-09-15 Cont ID  
Sent By csiegber Date 2003-09-12 Time 15:25 Rev Time 0.00
Received By csiegber Date 2003-09-12 Time 15:25 Sent To  
Notes
2003-09-12 00:00:00COMM BD #50/ON RACK SHELF #2
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-06-25 Cont ID  
Sent By shernand Date 2003-06-25 Time 15:48 Rev Time 0.00
Received By shernand Date 2003-06-25 Time 15:48 Sent To  
Notes
2003-06-25 00:00:00COMM BOARD #43
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2003-11-24 Cont ID  
Sent By pkrauss Date 2003-11-24 Time 13:34 Rev Time 0.30
Received By pkrauss Date 2003-11-24 Time 13:34 Sent To  
Notes
2003-11-24 00:00:00ENGINEER SIGNED PLANS 11-21-03; TWO
 SETS STAMPED BY PKRAUSS 11-24-03; ONE
 SET OF PLANS APPOVAL DATE 11-20-03
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2003-11-20 Cont ID  
Sent By pkrauss Date 2003-11-20 Time 13:32 Rev Time 0.55
Received By pkrauss Date 2003-11-20 Time 13:22 Sent To  
Notes
2003-11-20 00:00:00PLEASE SEE COMMENTS FROM BUILDING AND
 ELECTRICAL PLAN REVIEW.PER FS 471.025
 AND 61G15-23.002 ENGINEER OF RECORD
 SHALL SIGN (NOT INTITIAL), SEAL AND
 DATE ALL PLANS.PLEASE SIGN PLANS AND
 RESUBMIT.
  
 PLANS ARE CODE COMPLIANT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2003-10-01 Cont ID  
Sent By pkrauss Date 2003-09-29 Time 07:22 Rev Time 1.55
Received By pkrauss Date 2003-09-29 Time 07:00 Sent To  
Notes
2003-09-29 00:00:00DENIED:
 1.EXHAUST FANS LOCATED IN THE GARAGE -
 PROVIDE ELEVATION FOR TERMINATION.
 PLEASE NOTE, EXHAUST SHALL BE LOCATED
 A MINIMUM OF 10 FT FROM LOT LINES OR
 BUILDINGS ON THE SAME LOT AND SHALL NOT
 BE DIRECTED ONTO WALK-WAYS. (2001 FBC(M)
 401.5 & 401.5.2).
  
 2.PLEASE PROVIDE MANUFACTURER
 SUBMITTAL DATA FOR THE CARBON MONOXIDE
 SENSORS. APPROVED CARBON MONOXIDE
 SENSORS SHALL OPERATE AUTOMATICALLY UPON
 DETECTION OF A CONCENTRATION OF CARBON
 MONOXIDE OF 25 PARTS PER MILLION.
  
 3.FAN SHUT DOWN DUCT SMOKE DETECTORS
 SHALL HAVE NOTIFICATION TO ALARM/STROBE
 AS PER NFPA 90A 4-4.4.3.
  
 4.CONDENSING UNIT STANDS SHALL COMPLY
 WITH 2001 FBC 1511.7 FOR HEIGHT
 REQUIREMENT.
  
 5.ADDITIONAL PERMITS REQUIRED FOR
 HOOD, FIRE SUPPRESSION AND WALKIN
 COOLERS/FREEZERS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2003-07-09 Cont ID  
Sent By pkrauss Date 2003-07-09 Time 14:01 Rev Time 1.00
Received By pkrauss Date 2003-07-08 Time 12:09 Sent To  
Notes
2003-07-09 00:00:00DENIED:
  
 1.PLAN SHEET M-1 CARBON MONOXIDE
 DETECTORS, PLEASE PROVIDE MANUFACTURER
 SUBMITTAL DATA AND INSTALLATION
 INSTRUCTIONS.
  
 2.LOCATION OF EXHAUST AND AIR MAKE-UP,
 PLEASE CLARIFY THE ARRANGEMENT WILL
 IT HAVE PROPER CROSS-VENTILATION?
  
 3.M-1 PLEASE CLARIFY DETAIL, SHOULD
 IT READ EXHAUST FAN 1 INSTEAD OF SUPPLY
 FAN 1?
  
 4.STAGE STORAGE #202 & ELECTRICAL RM
 #207 - DUCT PENETRATING THROUGH RATED
 WALLS SHALL COMPLY WITH 2001 FBC(M)
 607.1.3 EXCEPTIONS 1 - 4.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 4 Status P Date 2003-12-05 Cont ID  
Sent By kstevens Date 2003-12-05 Time 16:07 Rev Time 4.00
Received By kstevens Date 2003-12-04 Time 16:22 Sent To  
Notes
2003-12-05 00:00:00PASSED/PROVISO - ALTERNATE METHOD OF
 THERMAL EXPANSION CONTROL REQUIRED.
 PRESSURE REDUCING VALVE NOT APPROVED FOR
 THIS APPLICATION.
Review Stop P PLUMBING
Rev No 3 Status F Date 2003-11-21 Cont ID  
Sent By kstevens Date 2003-11-21 Time 17:37 Rev Time 2.00
Received By kstevens Date 2003-11-21 Time 17:37 Sent To  
Notes
2003-11-21 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
  
 1) SHTS P-1 & P-6 SHOW SAMPLE POINT AS
 GREASE SAMPLE POINT AND LOCATION SHALL
 BE THE SAME ON FLOOR PLAN AS RISER DIA-G
 RAM.
 2) SHT A-401 THE CALCULATIONS ON THE
 REVISED ROOF DRAINAGE CHART ARE NOT
 CORRECT. THE AREAS OF ROOFS THAT DRAIN
 ONTO ROOF AREAS ARE NOT CORRECT. THE
 AREAS OF THE VERTICAL WALLS OF WHICH 1/2
 THE AREA TO BE ADDED TO ROOF S.F. ARE
 INCORRECT. RECHECK ALL AREAS AND RESUB-
 MIT.THIS WAS COMMENT #4 FROM PREVIOUS
 REVIEW.
 3) COMMENTS #6, AND #7 FROM PREVIOUS RE-
 VIEW WILL BE ADDRESSED WHEN ROOF CALCU-
 LATIONS ARE CORRECT.
 4) SHT P-6 WATER HAMMER ARRESTORS SHALL
 ALL BE LOCATED NEAR THE FIXTURES NOT IN
 CEILING. PDI-WH 201 AND MANUF. INSTALL.
 INSTRUCTIONS.
 5) THERMAL EXPANSION CONTROL, REQUIRED
 BY SECTION 607.3.2 NOT FOUND ON SHEET
 P-1 AS INDICATED BY RESPONSE TO COMMENT
 #11 FROM PREVIOUS REVIEW.
 6) SEE COMMENT # 2 FROM ELECTRICAL RE-
 VIEW, AND SEE FS 533.80(2)(B) WITH RE-
 SPECT TO DESIGN PROFESSIONALS.
  
 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 2003-10-07 Cont ID  
Sent By kstevens Date 2003-10-07 Time 17:25 Rev Time 3.50
Received By kstevens Date 2003-10-07 Time 17:25 Sent To  
Notes
2003-10-07 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
  
 1) PER WAIVER FOR GREASE INTECEPTOR FROM
 RODNEY COMPO A SAMPLE POINT IS REQUIRED
 ON THE GREASE SYSTEM. SHOW SAMPLE POINT
 ON GREASE RISER DIAGRAM AND ON FLOOR
 PLAN. SAMPLE POINT SHALL BE LOCATED
 DOWNSTREAM OF THE LAST FIXTURE.
 2) PLANS SHALL BE ROUTED TO THE PALM
 BEACH HEALTH UNIT. RESPONSE NOTED, BUT
 PLANS STILL NOT STAMPED. THIS WILL BE
 REQUIRED PRIOR TO PERMIT BEING ISSUED.
 3) SHEET A-401 SHOW SQUARE FOOTAGE THAT
 WILL BE DRAINED FOR EACH ROOF DOWNSPOUT
 IN AREAS RA-1 AND RA-2. IT APPEARS THAT
 THE DRAINS ARE NOT SPACED EQUALLY ALONG
 THE PARAPET WALL.
 4) SHT A-401 SHOW AREA OF ROOF FROM AREA
 RA-1 AND RA-2 THAT DRAINS ONTO THE AREAS
 OF RA-3, RA-6 & RA-7. THESE AREAS DO NOT
 SEEM TO BE CALCULATED IN LOWER ROOF
 DRAIN/SCUPPER SIZING.
 5) SHT A-401 RA-4 SCUPPERS SHALL COMPLY
 WITH 1503.4.2 FOR DISTANCE OFF ROOF TO
 THE FLOW LINE.
 6) SHT A-401 ALL ROOF AREAS, ROOF DRAINS
 ARE NOT EQUALLY SPACED. SHOW SQUARE FEET
 FOR EACH DRAIN.
 7) SHT A-403 SCUPPERS SHALL BE SIZED PER
 SECTION 1107.3
 8) SHTS P-5, P-6, & P-7 AIR CHAMBERS ARE
 NOT APPROVED. DELETE REFERENCES.
 9) PROVIDE MANUF. SPECIFICATION SHEETS
 REQUIRED FOR DUPLEX STORM WATER PUMP.
 PUMP SHALL BE LISTED. 303.4
 10) SHTP-5 STORM RISER DIAGRAM. TWO
 AREAS NOT SIZED PROPERLY. SEE 8" @
 10,508 S.F. - 10 REQD PER TABLE 1106.3.
 4" @ 2043 S.F. 5" REQUIRED ON HORIZONTAL
 6" @ 3331 S.F. REQD, NO SIZE SHOWN.
 11) SHT P-7 THERMAL EXPANSION CONTROL
 NOT SHOWN. SECTION 607.3.2
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-07-08 Cont ID  
Sent By kstevens Date 2003-07-07 Time 09:19 Rev Time 7.00
Received By kstevens Date 2003-07-05 Time 13:45 Sent To  
Notes
2003-07-07 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
 FBC-2001 AMENDMENTS, CHAPTER
 1, ADMIN. CODE
  
 1) SHTS L-2.1 & L-2.2 SEPARATE IRRIGAT-
 ION PERMIT REQUIRED. RPZ BACKFLOW REQUI-
 RED IF POTABLE WATER USED FOR IRRIGATION
 SECTION 608.13.2
 2) GREASE INTECEPTOR SHALL BE SIZED BY
 RODNEY COMPO, ENVIRONMENTAL COMPLIANCE,
 INDUSTRIAL PRE-TREATMENT. PLEASE CONTACT
 @ (561) 837-4074.UTILITY ORD. #2938-96
 3) PLANS SHALL BE ROUTED TO THE PALM
 BEACH COUNTY HEALTH UNIT, 901 EVERNIA ST
 (561) 355-3018. PLANS SHALL BE STAMPED
 BY HEALTH DEPT PRIOR TO RESUBMITTING TO
 CITY W.P.B. 101.4.7
 4) SUBMIT CALCULATIONS FOR MINIMUM FAC-
 ILITIES PER TABLE 403.1. SHOW CALCS. FOR
 15 NET. ALSO SECTION 403.1 POTTY PARITY
 SHALL BE ADHERED TO, 2 TO 3 RATIO.
 5) SHT A-201 VOCATIOAN AREAS, WHAT IS
 THE USAGE OF THESE SPACES? SEC 104.2.1
 6) SUBMIT CALCULATIONS FOR PRIMARY AND
 SECONDARY ROOF DRAINS PER SECTIONS 1106
 AND 1107 AND ALL SUBSECTIONS. WHEN SHOW-
 ING CALCULATIONS, SHOW 1/2 AREA OF ALL
 VERTICAL WALLS INCLUDING PARAPETS, AND
 THE AREA/AREAS OF ROOFS THAT DRAIN TO
 LOWER ROOFS FROM ABOVE. SECTIONS 1106.2
 & 1106.4
 7) SHT A-202 WHERE 6 OR MORE STALLS ARE
 PROVIDED, IN ADDITION TO THE STALL COM-
 PLYING WITH 11-4.17.3, AT LEAST ONE
 STALL 36 IN. WIDE WITH AN OUTWARD SWING-
 ING, SELF CLOSING DOOR AND PARALLEL GRAB
 BARS COMPLYING WITH FIGURE 30(D) AND
 11-4.26 SHALL BE PROVIDED. (WOMEN'S
 TOILET ROOM #223).
 8) SHT A-403 SUBMIT DETAIL FOR SCUPPERS.
 SHOW HEIGHT AND WIDTH OF OPENING FOR ALL
 SCUPPERS. SEC 104.2.1
 9) SHT A-701 SUBMIT DETAIL FOR SHOWERS
 SHOWING SHOWER UNIT, (11-4.21.6), AND
 CURBS, (11-4.21.7). SEC 1104.2.1
 10) SHT A-702 DRESSING RM BENCHES SHALL
 COMPLY WITH 11-4.35.4. BENCHES SHALL BE
 FIXED TO WALL. SUBMIT DETAIL
 11) A-703 FIXTURES & EQUIPMENT SCHEDULES
 DO NOT REFLECT THE FLOOR PLAN. ITEM F-
 1004 NOT FOUND ON FLOOR PLAN. ITEM F-
 1012 SAYS 3 COMPARTMENT SINK AND FLOOR
 PLAN SHOWS 2 COMPARTMENT SINK. PLEASE
 CLAIRFY. 104.2.1
 12) SHT P-5 DOMESTIC WATER ISOMETRIC,
 WATER HAMMER ARRESTOR SHALL BE LOCATED
 NEAR THE FIXTURE IN AN "EFFECTIVE RANGE"
 NOT IN THE CEILING AT THE TOP OF THE
 DROP. PDI-WH 201 & MANUF. INSTALLATION
 INSTRUCTIONS.
 13) SHT P-5 DUPLEX STORM WATER PUMP,
 MANUF. INFORMATION REQUIRED. SEC 303.4
 14) SHT P-5 STORM DRAINAGE ISOMETRIC,
 INDICATE SLOPE OF PIPING FOR STORM. PIPE
 SHALL BE OF UNIFORM SLOPE. 3 AREAS OF
 RISER INDICATE THAT PIPE SIZING IS WRONG
 FOR 1/8" PER FOOT SLOPE. SEE HIGHLIGHTED
 AREAS. SEC 104.2.1 - TABLE 1106.3
 15) SHT P-6 INDICATE TOTAL NUMBER OF
 DRAINAGE FIXTURE UNITS FOR EACH SECTION
 OF RISER. 104.2.1
 16) SHT P-7 THERMAL EXPANSION CONTROL
 REQUIRED. SEC 607.3.2.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
Review Stop Z ZONING
Rev No 2 Status P Date 2003-12-02 Cont ID  
Sent By agiannio Date 2003-12-02 Time 13:55 Rev Time 1.00
Received By agiannio Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2003-06-27 Cont ID  
Sent By agiannio Date 2003-06-27 Time 16:20 Rev Time 0.00
Received By agiannio Date   Time   Sent To  
Notes
2003-06-27 00:00:00MARQUEE SIGN NOT PERMITTED BY CODE.
 FLAG POLE DOES NOT MEET INTENT OF
 ARCHITECTURAL ELEMENT REQUIRED BY DAC
 ON CORNER OF OLIVE AND 4TH STREET


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