Plan Review Details - Permit 01051204
Plan Review Stops For Permit 01051204
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status N Date 2002-08-15 Cont ID  
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2002-08-15 00:00:00IN AS-BUILTS NO A OR S PAGES
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status P Date 2002-08-09 Cont ID  
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2002-08-09 00:00:00SPIRAL STAIR SHOP DRAWINGSOK
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2002-06-11 Cont ID  
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2002-06-11 00:00:00TRUSSES/REVISION
Review Stop B BUILDING (STRUCTURAL)
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Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2002-02-05 Cont ID  
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2002-02-05 00:00:00REVISIOIN #10, AND SHORING DETAILSJW
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2002-01-11 Cont ID  
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2002-01-11 00:00:00BUILDING REVISION#9 12/18/01 OKJW
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2001-12-31 Cont ID  
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2001-12-31 00:00:00REVISION 12/04/01 OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2001-10-30 Cont ID  
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Notes
2001-10-30 00:00:00BUILDING PROVISO
 PERMIT # 01051204
 300 OKEECHOBEE BLVD
  
 1)- THIS IS A THRESHOLD BUILDING A
 THRESHOLD INSPECTOR IS TO REGISTER WITH
 ASSISTANT BUILDING OFFICIAL DON NEELY @
 659-8096 X 8333.
  
 2)- ALL EXTERIOR GLAZED OPENINGS WILL
 APPLY FOR PERMIT UNDER SEPERATE PERMIT
 WITH ASSOCIATED FEES,PRODUCT APPROVALS,
 AND IN COMPLIANCE WITH CITY INTERPRETATI
 ON ON SBC 1606.4.1/ 1707.4.1.
  
 3)- PRECAST STONE PANELS & PRECAST STONE
 BANDS SHALL SUBMIT SHOP DRAWINGS THAT
 COMPLY WITH SBC 1403.2.6 ANCHORAGE TO
 MASONARY OR CONCRETE WALLS.
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)659-8096X8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2001-10-19 Cont ID  
Sent By jwitmer Date 2001-10-19 Time 08:44 Rev Time 4.00
Received By jwitmer Date 2001-10-19 Time 08:44 Sent To  
Notes
2001-10-19 00:00:00PLAN REVIEW
 PERMIT # 01051204
 901 S OLIVE AV
 CONT: BRICE
 TEL: 719-3040 JEFF SOBLE
 FAX: 671-1986
  
 SBC= 1997 STANDARD BUILDING CODE
 SBC*= STANDARD BUILDING CODE AMENDMENTS
  
 1)-SBC 104.2.2.ADDITIONAL INFORMATION
 REQUIRED, WE HAD REQUESTED THE SITE SUR
 VEY VARIFYING WHICH LOT FOR THE PROPOS-
 ED CHAPEL. THERE IS AN EXISTING BUILD-
 ING OWNED BY THE COLLEGE THAT ALL READY
 HAS THE ADDRESS OF 901 S. OLIVE. THE
 OLD (YWCA). THE CITY AS WELL AS THE
 COUNTY HAS LOT#74.43.43.27.30.000.0010
 ADDRESSED AS 917 S OLIVE,NOT 901 SOUTH
 OLIVE WHICH IS MARKED ON THE BUILDING.
 THE LOT FOR THE CHAPEL IS IDENTIFIED
 AS74.43.43.27.25.000.0010. CITY &
 COUNTY DOES HAVE THE ADDRESS AS 901
 S. OLIVE AVENUE. DOES THE COLLEGE WANT
 THE SAME ADDRESS FOR BOTH BUILDINGS, A
 UNITY OF TITLE WOULD BE REQUIRED. ANOTH
 ER SOLUTION TO THE SITUATION IS TO HAVE
 THE EXISTING (OLD YWCA) DO A ADDRESS
 CHANGE TO 917 S OLIVE. THE CITY WOULD
 REQUIRE A WRITTEN REQUEST SO THERE IS A
 RECORD OF A ADDRESS CHANGE RECORDED,
 FOR ALL EMEERGENCY AGENCIES, AS WELL AS
 UTITIES & THE POST OFFICE TO RECEIVE
 A CHANGE OF ADDRESS FROM THE CITY.
  
 2)- THRESHOLD INSPECTOR: FL S.S.553/
 CHAPTER 468 THE CITY IS IN RECEIPT OF
 THE THRESHOLD REPORT, THE THRESHOLD
 INSPECTOR THAT WILL ASSIGNED TO THE
 PROJECT HASN'T INTERVIEWED WITH THE
 ASSISTANT BUILDING OFF. DONALD NEELY.
 THIS IS A PREREQUISITE BEFORE ISSUANCE
 OF THE BUILDING PERMIT.
  
 3)- ONE OF THE COMMENTS FROM THE PRE-
 VIOUS PLAN REVIEW THAT YOU HAVE TRIED
 TO COMPLY WITH IS THE VELOCITY PRESS.
 FOR WINDOWS & DOORS, S-3. THE SYSTEMS
 ARE DESIGNED TO THE ASCE 7-98, WE HAVE
 NOT ADOPTED THE NEW FL. BUILDING CODE
 WHICH ASCE 7-98 IS TIED TO. WE HAVE
 BEEN GIVEN THE OK TO OK ( ASCE 7-95/
 ASCE 7-98)THE PRESENTCODE RECOGNIZEZS
 THE CURRENT ASCE 7-95 AND SINCE ASCE
 7-98 IS MORE STRINGENT IT MORE THAN
 MEETS THE PRESENT CODE.
  
 4)- ITEM # 11 FROM THE PREVIOUS REVIEW:
 COMPONENTS & CLADDING, WINDOWS & DOORS
 CAN BE REMOVED FROM THE SCOPE OF THE
 BUILDING PERMIT, GLAZED OPENINGS WILL
 NEED TO APPLY UNDER SEPERATE PERMIT
 WITH ASSOCIATED FEES. THEY WILL ALSO
 NEED TO COMPLY WITH SECTIONS 1606.4.1/
 1707.4.1 SBC AMENDMENTS AS WELL AS THE
 REQUIREMENTS FOR LARGE PROJECTS, CITYS'
 OFFICIAL INTERPRETATION FOR THE IMPLE-
 MENTATION OF HURRICANE MISSLE IMPACT
 PROTECTION STANDARDS.
  
 5)- ITEMS 16 & 17 FROM LAST REVIEW:
 PROVISO THAT THE SHOP DRAWINGS FOR THE
 PRECAST STONE PANELS & CAST STONE BANDS
 BE REVIEWED THE THE DESIGN PROFESSINALS
 & APPROVED BEFORE SUBMITTAL TO THE BUILD
 ING DEPART. FOR PUBLIC RECORD.
  
 6)- PLANS BE SUBMITTED TO PALM BEACH
 COUNTY BUILDING DEPARTMENT FOR IMPACT
 FEES.
  
 7)- AFTERPAYMENT TO COUNTY FOR THE
 IMPACT FEES CITY WILL ASSESS THE RADON
 FEES.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2001-09-07 Cont ID  
Sent By jwitmer Date 2001-09-07 Time 09:44 Rev Time 10.00
Received By jwitmer Date 2001-09-07 Time 09:44 Sent To  
Notes
2001-09-07 00:00:00PLAN REVIEW # 01051204
 901 S FLAGLER
 74.43.43.27.25.000.0010.
 SCHWAB, TWITTY & HANSER
 TEL (561) 832-5599
 FAX (561) 832- 4828
  
 SBC = 1997 STANDARD BUILDING CODE
 SBC* = COUNTYWIDE AMENDMENTS TO THE 1997
 STANDARD BUILDING CODE
 FL ACC CODE = FLORIDA ACCESSIBILITY CODE
 1997 EDITION
 FL BLD CODE 2001 = FLORIDA BUILDING CODE
 2001 EDITION/ ADOPTED JAN.1/2002
 BUILDINGS THAT APPLY FOR A PERMIT
 AFTER DEC. 31, 2001WILL BE REVIEW
 ED UNDER THE 2002 CODE.
  
 1)- SBC 104.2.2. CITY ADMINISTRATIVE
 CODE, ADDITIONAL INFORMATION REQUIRED.
  
 2)- CHAPTER 553 FL STATUTE, CHAPTER 468
 & CHAPTER 7 CITY CODE. THIS BUILDING
 QUALIFIES AS A THRESHOLD BUILDING, A
 THRESHOLD INSPECTOR WILL NEED TO REGIST-
 ER WITH ASST. BUILD. OFF. DON NEELY. THE
 ENFORCEMENT AGENCY SHALL REQUIRE A SPEC-
 IAL INSPECTOR TO PREFORM STTRUCTURAL IN-
 SPECTIONS ON A THRESHOLD BUILDING PURSU-
 ANT TO A STRUCTURAL INSPECTION PLAN PRE-
 PARED BY THE ENGINEER OR ARCHITECT OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO AND APPROVED BY THE
 ENFORCEMENT PRIOR TO THE ISSUANCE OF A
 BUILDING PERMIT FOR THE CONSTRUCTION OF
 A THRESHOLD BUILDING. TTHE PURPOSE OF
 THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES &
 SCHEDULES SO THAT THE BUILDING CAN BE
 ADEQUATELY INSPECTED FOR THE COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 3)- SBC 104.2.2. ADD INFORMATION RE-
 QUESTED, FL ACC CODE SS.503.505 CHAP
 97-76. THE BUILDING DEPARTMENT REQUEST A
 LETTER FROM PALM BEACH ATLANTIC COLLEGE
 INDICATING THE " USAGE OF THE CHAPEL".
 THE STATE STATUTES INDICATE THAT BUILD-
 INGS INTENDED FOR THE CONGREGATION TO
 GATHER FOR THE PREFORMANCE OF RELIGIOUS
 CEREMONIES, ARE EXEMPT FROM ACCESSIBIL-
 ITIY REQUIREMENTS, (VERTICAL ACCESSIBIL-
 ITY). THE PLANS INDICATE THAT THE PLANS
 (A.2.1) INDICATE THAT THE SEATS WILL BE
 REMOVAL BY OWNER ALLOWING FOR VARIOUS
 EVENTS TO TAKE PLACE IN THIS BUILDING.
  
 4)- CHAPEL SQ. FT.= 4362 SQ FT @ 7 SQ FT
 NER PERSON + OCCUPANT LOAD OF 624 PEOPLE
 THIS OCCUPANT LOAD QUALIFIIES THIS BUILD
 ING AS A THRESHOLD BUILDING.
  
 5)- ARCH. PLANS A.1.2. CODE REVIEW STATE
 MENT INDICATES THIS BUILDING IS A
 TYPE V FULLY SPRINKLERED BUILDING,UNPRO-
 TECTED, WITH A MAXIMUM HEIGTH OF 55'-0.
 THE MEAN ROOF HEIGTH, SHEET A.3.5. GIVEN
 THE BEAM @ THE UPPER ROOF LINE IS 56'-0"
 AND SCALING THE CENTERLINE OF THE TRUSS
 A HEIGTH OF 8'-6" IS DERIVED, 1/2 THIS
 HEIGTH OR 4'-3" PLUS THE BEAM HEIGTH OF
 56'-0" GIVES US THE MEAN ROOF HEIGTH OF
 60'-3". THIS BY TABLE 500 A-2 SMALL
 ASSEMBLY WOULD HAVE TO BE A 1-HR PROTECT
 ED TO QUALIFY FOR THE ADDITIONAL FOOTAGE
 THIS MEAN ROOF HEIGTH COULD GO TO A
 HEIGTH OF 65'-0". THIS ALSO REFLECTS IN
 TABLE 600 AS TO THE STRUCTURAL MEMBRS
 AN THE RATING REQUIRED UNDER TABLE 600.
  
 6)- SHEET A.2.1 NOTE MOVABLE SEATS BY
 OWNER, SBC 1019.10.1.4. SEATS SHALL BE
 FASTENED TO THE FLOOR IN ALL ASSEMBLY
 OCCUPANCIES WITH OCCUPANT LOADS GREATER
 THAN 200.
  
 7)- SHEET A.2.1. DOOR 117 C THE PLANS
 ARE NOT CLEAR IF THERE IS A STEP AT THE
 EXTERIOR? SBC 1013.1 RAMPS ARE TO BE
 USED WHEN THE DIFFERENCE IN ELEVATION IS
 12 INCHES OR LESS.
  
 8)-MISSING INFORMATION FROM SBC TABLE
 803.3. MINIMUM INTERIOR FINISH CLASSIF-I
 CATION.
  
 9)- MISSING SOILS REPORT, MINIMUM BEAR-
 ING VALUE, SBC * 1804.2
  
 10)- INDICATE THE VELOCITY PRESSURES FOR
 WINDOWS & DOORS, INCLUDE INTERIOR AND
 END ZONE PRESSURES.
  
 11)- COMPONENTS & CLADDING
 A)- WINDOW & DOOR BUCK ATTACHMENT
 B)- PRODUCT APPROVALS FOR ALL GLAZED
 OPENINGS, SBC 1606.4.1./ 1707.4.1*.
 GLAZED OPENINGS WILL REQUIRE LARGE MIS-
 SLE IMPACT RESISTANT GLAZING. STANDARDS
 FOR WINDBORNE DEBRIS IMPACT TEST
 SSTD-12-97/ CITY INTERPITTATION.
 C)- DOORS WILL ALSO REQUIRE PRODUCT TEST
 ING (EXTERIOR) SBCCI OR DADE COUNTY RE-
 PORTS ARE ACCEPTED.
  
 12)- SBC1503.3.2 ROOFING SYSSTEMS SHALL
 BE DESIGNED TO WITHSTAND THE APPROPRIATE
 WINDLOADS. THE NAILING DETAIL PROVIDED
 ON SHEET S-3 INDICATES NAILING REQUIRE-
 MENTS FOR LESS THAN 25'.THE COUNTY AMEND
 MENTS GIVES NAILING PATERNS TO 35'.ABOVE
 THIS THE STRUCTURAL ENGINEER WILL HAVE
 TO GIVE THE PATTERN & TYPE OF FASTENER.
 FOR THE STEEL DECK AS WELL AS THE PLY-
 WOOD FASTENED TO THE STEEL DECKING.
 PRODUCT APPROVALS WILL BE REQUIRED
 FOR THE TYPE OF ROOFING SYSTEMSTHAT
 WILL BE APPLIED AS THE FINISH ROOF.
  
 13)- FIRE DISTRICT SBC F102.2: ROOF
 COVERINGS IN A FIRE DISTRICT SHALL CON-
 FORM TO THE REQUIREMENTS OF A CLASS
 "A" OR "B" ROOF.
  
 14)- FIRE DISTRICT ; F102.2 11 PLASTIC
 VENEERS NOT PERMITED IN A FIRE DISTRICT
 SBC 103.7 ALTERNATE MATERIALS & METHODS
 SHOW COMPLIANCE.
  
 15)- SHEET A-6.3 SECTION DETAIL #3 INDI-
 CATES A HORIZONTAL STEEL BEAM OF TUBE
 STEEL WITH SOME TYPE OF MATERIAL BELOW
 THAT IS NOT INDICATED? TYPE V BUILDING!
  
 16)- THIS SAME UPPER ROOF DETAIL DOESN'T
 SHOW UP ON THE STRUCTURAL DRAWINGS
 S-3 NOR S-4, ELE.56"-0".?
  
 17)- SHEET A6.6 DETAILS 1,3&7 DEPICT
 CAST STONE BANDING. SBC 1403.2.7 ATTACH-
 MENT
  
 18)- SHEET A.3.9. DETAIL #2 PRECAST PAN-
 ELS, ATTACHMENT PER SBC 1403.2.6.
  
 19)- M2.1 DEPICTS DUCTS UNDER THE FLOOR
 AT PLATFORM LEVEL. S-1 DETAILS 5&6 TUN-
 NEL FOR DUCT RUNS, DETAIL #6 INDICATES
 A 12"X10" DUCT(BRANCH) THE MAIN TRUNK
 LINE IS AS BIG AS 24"X18" WILL THE TUN-
 NEL INDICATES THAT IT IS 2'-0" WIDE WILL
 IT BE WIDER? ALSO THE HEIGTH OF THE
 BUILDING FOUNDATION IS NOT INDICATED ON
 THE PLANS SHOULD IT BE DEEPER TO ACCOM-
 IDATE THE DUCT & TUNNEL?
  
 20)- FL ENERGY CODE CALCULATIONS
  
 21)- COUNTY IMPACT FEES TO BE PAID,
 CHECK FOR CREDITS BUILDING THAT WAS
 DEMOLISHED!
  
 22RADON FEES / $77.02 TO CITY
  
 PLEASE RESPOND WITH A WRITTEN STATEMENT
 TO WHERE I CAN FIND THE ADDITIONAL INFOR
 MATION, THIS WILL SPEED UP THE PLAN RE-
 RIEW PROCESSTHANK YOU FOR ALL YOUR
 HELP IN THESE MATTERS.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-06-29 Cont ID  
Sent By jwitmer Date 2001-06-29 Time 13:41 Rev Time 0.00
Received By jwitmer Date 2001-09-07 Time 09:43 Sent To  
Notes
2001-07-02 00:00:00 
 14)- SHEET A-6.3 SECTION 2-3. THESE
 DETAILS DEPICT TUBE STEEL CHANNELS BUT
 INFORMATION FOR THESE PERTICULAR DETAILS
 DO NOT REFLECT WHAT THE FINISH CEILING
 MATERIAL WILL BE NOR DOES THE PLANS IN-
 DICATE WHAT TYPE OF MATERIAL IS DIRECTLY
 ABOVE THIS SITUATED BETWEEN THE FINISH
 CEILING AND THE BATT INSULATION.
  
 15)- SHEET A-6.3 SECTION DETAIL #3 INDI-
 CATES A HORIZONTAL STEEL BEAM OF TUBE
 STEEL WITH SOME TYPE OF MATERIAL BELOW
 WHICH IS NOT INDICATED.
  
 16)- THIS SAME DETAIL DOES NOT SHOW UP
 ON THE STRUCTURAL DRAWINGS NOR DOES THE
 STUCTURAL DRAWINGS GIVE US THE CONCRETE
 BEAM INFORMATION FOR WALL ON THE UPPER
 OR HIGH ROOF PLAN.
  
 17)- SBC TABLE 600 TYPE II BUILDING:
 ROOFS/ ROOF CEILING ASSEMBLIES (FOOTNOTE
 "E") FIRE RETARDANT TREATED WOOD MAY BE
 USED TRUSSES, LEDGERS & PLYWOOD.
  
 18)- CORRECT PLAYWOOD TO PLYWOOD.
  
 19)- SBC 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION SCHEDULE FOR ALL ROOMS.
  
 20)- SBC 1204.2 PUBLIC RESTROOMS, ARE TO
 HAVE NONABSORBENT MATERIALS ON THE FLOOR
 & WALLS TO A HEIGTH OF 4"-0".
  
 21)-S-7 THE SCHEDULES ARE MISSING
 VITAL INFORMATION FOTTING SCHEDULE INCOM
 PLETE, COLUMN SCHEDULE NOT FILLED IN,
 BEAM SCHEDULE INCOMPLETE, DESIGN LOAD
 SCHEDULE NOT FILLED IN!!!!!!!!!!!!!!!!!
  
 22)- SHEET A.2.1THE ORGAN STAIRS AS
 WELL AS THE PIANO STAIRS REQUIRES HAND-
 RAILS ON EACH SIDE, SBC 1007.5.2.
  
 23)- SHEET A.5.2 DETAIL #2 SANCTUARY
 STAIRS DEPICT 4 RISERS AT APPR.7" AND
 1 STAIR AT APPROX. 14", SBC 1007.3.1.
  
 24)- A THROUGH PLAN EVIEW CANNOT BE
 ACCOMPLISHED AT THIS TIME, THE PLANS
 NEED TO BE REVIEWED BY THE DESIGN PROFES
 SIONALS TO CORRECT ALL DEFICENCIES THAT
 ARE LISTED AND THOUGH THATARE NOT LIST
 ED.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 PHONE (561) 659-8096 EX8412
2001-06-29 00:00:00PLAN REVIEW- 01051204
 310 OKEECHOBEE BLVD
 74-43-43-27-24-000-0010
 STH ARCHITECTURAL GROUP INC.
 PH. (561) 832-5599
 FAX (561) 655-4828
  
 1)- FL STATE SATUTE 481 REQUIRES ARCHI-
 TECTS TO SIGN & SEAL PLANS FOR PUBLIC RE
 CORD.
  
 2)- SBC 104.2.2 CITY AMENDMENTS- SURVEY
 SIGNED & SEALED, LESS THAN A YEAR OLD.
  
 3)- CHAPTER553 FL STATUTE, CHAPTER 468
 & CHAPTER 7 CITY CODE, THIS BUILDING IS
 A THRESHOLD BUILDING, A THRESHOLD INSPEC
 TOR WILL NEED TO REGISTER WITH ASST
 BUILDING OFFICIAL DON NEELY. THE ENFORC-
 ING AGENCY SHALL REQIURE A SPECIAL
 INSPECTOR TO PREFORM STRUCTURAL INSPEC-
 TIONS ON A THRESHOLD BUILDING PURSUANT
 TO A STRUCTURAL INSPECTION PLAN PREPARED
 BY THE ENGINEER OR ARCHITECT OF RECORD.
 THE STRUCTURAL INSPECTION PLAN MUST BE
 SUBMITTED TO AND APPROVED BY THE ENFORC-
 ING AGENCY PRIOR TO THE ISSUANCE OF A
 BUILDING PERMIT FFOR THE CONSTRUCTION OF
 A THRESHOLD BUILDING. THE PURPOSE OF
 THE STRUCTURAL INSPECTION PLAN IA TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES &
 SCHEDULES SO THAT THE BUILDING CAN BE
 ADEQUATELY INSPECTED FOR THE COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 4)- FL ACCESSIBILITY CODE: SS 553.505
 CH. 97-76. THE BUILDING DEPARTMENT RE-
 QUEST A LETTER FROM PALM BEACH ATLANTIC
 COLLEGE INDICATING THE "USAGE OF THE
 CHAPEL". STATE STATUTES INDICATE THAT
 BUILDINGS INTENDED FOR THE CONGREGATION
 TO GATHER FOR THE PERFORMANCE OF
 RELIGIOUS RECEMONIES,ARE EXEMPT FROM
 ACCESSIBILITY REQUIREMENTS.
  
 5)- CHAPEL SQ.FT. 4362 SQ.FT. @ 7 SQ/PER
 OCC.LOAD=624 PRSONS. THRESHOLD BUILDING.
  
 6)- CODE CRITERIA:
 THE CITY IS REFRENCING THE 1997 STANDARD
 BUILDING CODE.
 ASCE 7-95 110 MPH
 IMPORTANCE FACTOR : 1.15
  
 7)- MISSING THE MINIMUM INTERIOR
 FINISH CLASSIFICATIONS TABLE 803.3.
  
 8)- MISSING SOILS REPORT SBC 1804.2 AMEN
  
 9)- SBC 1606.1 VELOCITY PRESSURES FOR
 WINDOWS & DOORS ENCLUDE END ZONES.
  
 10)- COMPONENTS & CLADDING
 A) WINDOW & DOOR BUCK ATTACHMENT
 B) PRODUCT APPROVALS FOR ALL GLAZED
 OPENINGS, SBC 1606.4.1/ 1707.4.1
 COUNTY AMENDMENTS/ SEE ATTACHED CITY
 POLICY FOR LARGE PROJECTS. LARGE
 MISSLE IMPACT RESISTANCE, STANDARDS
 FOR WINDBORNE DERIS IMPACT TEST,
 SSTD-12-97.
  
 11)- SBC 1503.3.2 ROOFING SYSTEMS SHALL
 BE DESIGNED TO WITHSTAND THE APPROPRIATE
 WINDLOADS PRESCRIBED IN CHAP. 16/ 110MPH
 SBCCI REPORTS OR DADDE COUNTY PRODUCT
 APPROVAL REPORTS ARE ACCEPTABLE.
  
 12)- FIRE DISTRICT: SBC- F 102.2:
 ROOF COVERINGS INA FIRE DISTRICT SHALL
 CONFORM TO THE REQUIREMENTS OF A CLASS
 "A" OR CLASS "B" ROOF.
  
 13)- FIRE DISTRICT:F 102.2.11PLASTIC
 VENEER NOT PERMITED IN THE FIRE DISTRICT
 SBC 103.7 ALTERNATE MATERIALS & METHODS
 SHOW COMPLIANCE THROUGH REPORT THAT THE
 EXPANDED POLYSTYRENE EXTERIOR MOLDING
 WHEN COVERED WITH THE EFIS SYSTEM HAS
 THE SAME SMOKE & FLAME SPREAD AS FIRE
 RESISTANT TREATED WOOD.
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2002-07-31 Cont ID  
Sent By dpalmer Date 2002-07-31 Time 18:48 Rev Time 0.00
Received By dpalmer Date 2002-07-31 Time 18:47 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2002-04-24 Cont ID  
Sent By dpalmer Date 2002-04-24 Time 10:18 Rev Time 0.00
Received By dpalmer Date 2002-04-24 Time 10:16 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2001-08-29 Cont ID  
Sent By dpalmer Date 2001-08-29 Time 21:06 Rev Time 0.00
Received By dpalmer Date 2001-08-29 Time 21:06 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-06-13 Cont ID  
Sent By dpalmer Date 2001-06-13 Time 19:18 Rev Time 0.00
Received By dpalmer Date 2001-06-13 Time 19:18 Sent To  
Notes
2001-06-13 00:00:00****************** UNSAT **************
  
 1)NOTE: PLEASE NOTE THAT PER F.S. AND
 F.A.C ALL PLANS ARE TO BE SIGNED, DATED
 AND SEALED BY THE ARCH/ENGINEER OF REC-
 -ORD. 471.025 AND 481.221
  
 2)NOTE:PLEASE NOTE ONLY TWO E- SHEETS WE
 RE SUBMITTED FOR REVIEW. ONESHEET
 SUBMITTED WAS NOT ON SCHEDULE ON COVER
 SHEET? E 5.1
  
 3)NOTE: PLEASE CLARIFY GROUNDING OF
 THE TRANSFORMER SHOWN ON 5.1
  
 PLEASE SUBMIT A COMPLETE SET OF ELECTRIC
 AL PLANS FOR REVIEW. PLEASE ADDRESS THE
 ABOVE INFORMATION. IF THERE ARE ANY QUES
 TIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2002-03-12 Cont ID  
Sent By mamini Date 2002-03-12 Time 09:48 Rev Time 1.00
Received By mamini Date 2002-03-12 Time 09:48 Sent To  
Notes
2002-03-12 00:00:00PASSED :
 1. REVISION TO CHANGE THE EX-FILTRATION
 ELEVATIONS APPROVED AS SUBMITTED.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2001-12-17 Cont ID  
Sent By mamini Date 2001-12-17 Time 08:42 Rev Time 0.50
Received By mamini Date 2001-12-17 Time 08:42 Sent To  
Notes
2001-12-17 00:00:00PASSED WITH PROVISOS:
 1. FIRE SPRIKLER CONTRACTOR MUST BE
 COORDINATING HIS DESIGN OF FIRELINE WITH
 THE CIVIL ENGINEER OF THE PROJECT,GEE &
 JENSON.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2001-08-23 Cont ID  
Sent By mamini Date 2001-08-20 Time 10:49 Rev Time 3.00
Received By mamini Date 2001-08-20 Time 10:49 Sent To  
Notes
2001-08-20 00:00:00PASSED WITH PROVISOS:
 1. ANY WORK WITHIN PUBLIC R.O.W WILL
 REQUIRE A SEPARATE PERMIT FROM THE CITY
 OF WEST PALM BEACH PUBLIC UTILITIES
 OR FDOT.
 2. ANY CURB/SIDEWALK THAT WILL BE CUT OR
 DAMAGED DURING INSTALLATIONS OF CROSS-
 CONNECTIONS MUST BE REPLACED TO EQUAL OR
 BETTER CONDITIONS.
 3. ANY DRIVEWAY THAT WILL NOT BE USED
 MUST BE REMOVED AND REPLACED WITH
 REGULAR CURBS( & GUTTERS).
 4. ALL BACKFLOWS, D.D.C.V. MUST BE
 APPROVED BY PUBLIC UTILITIES DEPARTMENT.
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2002-08-27 Cont ID  
Sent By mcarsill Date 2002-08-27 Time 10:58 Rev Time 0.00
Received By mcarsill Date 2002-08-27 Time 10:58 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2001-09-27 Cont ID  
Sent By mcarsill Date 2001-09-27 Time 10:01 Rev Time 0.00
Received By mcarsill Date 2001-09-27 Time 10:01 Sent To  
Notes
2001-09-27 00:00:00PLEASE ENSURE THAT THE FIRE SPRINKLER
 HEADS PLANNED FOR USE ARE NOT ON THE
 VOLUNTARY RECALL LIST. PLEASE SEE
 WWW.SPRINKLERREPLACEMENT.COM
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2001-08-20 Cont ID  
Sent By mcarsill Date 2001-08-20 Time 15:02 Rev Time 0.00
Received By mcarsill Date 2001-08-20 Time 15:02 Sent To  
Notes
2001-08-20 00:00:001) BUILDING ADDRESS REQUIRED PER CITY
 CODE 3343-00.
 2) PLEASE PROVIDE FLAME SPREAD
 INFORMATION FOR SEATING.
 3) NO HYDRAULIC CALCULATIONS PROVIDED
 WITH FIRE SPRINKLER DRAWINGS.
 4) PLEASE INDICATE PROVISIONS FOR
 TWO HANDICAPPED PERSONS. PLEASE SHOW
 SEATING FOR TWO HANDICAPPED PERSONS.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-06-07 Cont ID  
Sent By mcarsill Date 2001-06-07 Time 08:53 Rev Time 0.00
Received By mcarsill Date 2001-06-07 Time 08:53 Sent To  
Notes
2001-06-07 00:00:001) BUILDING ADDRESS REQUIRED PER CITY
 CODE 3343-00.
 2) DUCT SMOKE DETECTORS REQUIRED IN
 HVAC SYSTEMS OVER 2000 CFM.
 3) NO COMBUSTIBLES ABOVE CEILING IF THIS
 AREA IS USED AS A RETURN AIR PLENUM.
 4) PANIC HARDWARE REQUIRED ON ALL EXIT
 DOORS.
 5) PLEASE PROVIDE INTERIOR FINISH
 CLASSIFICATION INFORMATION FOR WALLS
 AND CEILINGS. ALSO FLAME SPREAD
 INFORMATION REQUIRED FOR SEATING.
 6) NO HYDRAULIC CALCULATIONS PROVIDED
 WITH FIRE SPRINKLER DRAWINGS.
 7) PLANS NOT SIGNED AND SEALED.
 8) PROVISIONS ARE TO BE MADE FOR AT
 LEAST TWO HANDICAPPED PERSONS.
 9) PLEASE BE ADVISED THAT THE BUILDING
 WILL BE LOCATED IN THE CITY FIRE LIMITS.
 COMPLIANCE WITH APPENDEX F "FIRE
 DISTRICT" PER SBC 1997 IS REQUIRED.
 10) SEVERAL ELECTRICAL DRAWINGS ARE
 MISSING. PLEASE CLEARLY INDICATE ALL
 ILLUMINATED EXIT SIGNS AND EMERGENCY
 LIGHT FIXTURES WITHIN THE CHAPEL.
 11) PLEASE INDICATE TYPE OF CONSTRUCTION
 FOR PLATFORM.
 12) STAIRS TO COMPLY WITH NEW STAIR
 REQUIREMENTS PER NFPA 101, THE LIFE
 SAFETY CODE.
 13) A KNOX-BOX RAPID ENTRY SYSTEM WILL
 BE REQUESTED FOR THE BUILDING.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2002-08-15 Cont ID  
Sent By pkrauss Date 2002-08-15 Time 12:47 Rev Time 0.40
Received By pkrauss Date 2002-08-15 Time 12:17 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2002-04-26 Cont ID  
Sent By pkrauss Date 2002-04-26 Time 07:27 Rev Time 0.40
Received By pkrauss Date 2002-04-26 Time 07:27 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2001-10-15 Cont ID  
Sent By pkrauss Date 2001-10-15 Time 15:03 Rev Time 0.40
Received By pkrauss Date 2001-10-15 Time 14:16 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2001-09-06 Cont ID  
Sent By pkrauss Date 2001-09-05 Time 09:19 Rev Time 0.40
Received By pkrauss Date 2001-09-05 Time 09:19 Sent To  
Notes
2001-09-05 00:00:00*******************DENIED***************
  
  
 AS PER 1997 SMC 607.1, DUCTS LOCATED
 UNDER CONCRETE SHALL BE OF METAL OF
 SUFFICIENT STRENGTH ENCASED ON ALL SIDES
 WITH NOT LESS THAN 2" OF CONCRETE OR
 OTHER APPROVED MATRIAL SPECIFICALLLY
 DESIGNED FOR THIS SERVICE IN ACCORDANCE
 WITH MANUFACTURER'S RECOMMENDATIONS.
  
 DAMPERS INDICATED ON BRANCH LINE OFF THE
 18" X 18" AND 18" X 12" SHALL BE
 ACCESSIBLE.
  
  
 NOTE:10' CLEARANCE BETWEEN ANY EXHAUST
 AND FRESH AIR INTAKES.
  
  
 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 2001-06-11 Cont ID  
Sent By pkrauss Date 2001-06-11 Time 12:12 Rev Time 1.00
Received By pkrauss Date 2001-06-11 Time 11:54 Sent To  
Notes
2001-06-11 00:00:00*******************DENIED***************
  
  
 PLEASE PROVIDE THE FOLLOWING INFORMATION
  
 1.OUTSIDE AIR CALCULATIONS AS PER
 AHRAE 62-89 AND AIR BALANCE SCHEDULE
 FOR COMPLIANCE WITH 1997 SMC 501.2.
  
 2.PLEASE PROVIDE ALL EQUIPMENT
 INFORMATION.
  
 3.PROVIDE LOCATIONS OF ANY FIRE/SMOKE
 DAMPERS AS WELL AS ANY DUCT SMOKE
 DETECTORS.
  
 4.MISSING PLANS ACCORDING TO INDEX
 OF DRAWINGS. (4 DRAWINGS SUBMITTED
 OUT OF 13).
  
 5.DRAWING M6.1 UNDER FAN SCHEDULE-
 GENERAL FAN NOTES: #7. INDICATES
 KITCHEN HOOD/EQUIPMENT.ADDITIONAL
 MECHANICAL PLANS & PERMIT REQUIRED
 FOR HOOD AND FIRE SUPRESSION.
  
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT
 PATTY KRAUSS AT 659-8096 EXT.8388.
Review Stop P PLUMBING
Rev No 5 Status P Date 2002-08-10 Cont ID  
Sent By kstevens Date 2002-08-10 Time 15:47 Rev Time 0.00
Received By kstevens Date 2002-08-10 Time 15:47 Sent To  
Notes
2002-08-10 00:00:00REVISION OK - MOVED DRINKING FOUNTAINS
 ACROSS ROOM.
Review Stop P PLUMBING
Rev No 4 Status P Date 2001-11-02 Cont ID  
Sent By kstevens Date 2001-11-02 Time 14:33 Rev Time 1.50
Received By kstevens Date 2001-11-02 Time 13:09 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2001-10-13 Cont ID  
Sent By kstevens Date 2001-10-13 Time 07:56 Rev Time 1.25
Received By kstevens Date 2001-10-13 Time 07:56 Sent To  
Notes
2001-10-13 00:00:00DENIED
 REFERENCE: SPC-94 - FACBC-97
  
 1) ACCORDING TO SPC-94 TABLE 407
 4 MALE W/C'S AND 4 FEMALE W/C'S ARE
 REQUIRED. 2 URNALS CAN REPLACE 1/2 OF
 W/C'S REQUIRED (4). PLEASE SHOW REQUIRED
 FIXTURES FOR 7,554 @ 70SF PER PERSON =
 108 PEOPLE.
  
 2) WATER HAMMER ARRESTORS SHALL BE
 PLACED CLOSE TO SOURCE NOT AT TOP OF
 DROP AS SHOWN PER WH-PDI 201 AND MAN-
 UFACTURES INSTALLATION INSTRUCTIONS.
 PAGE P5.1
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT. 8377
Review Stop P PLUMBING
Rev No 2 Status F Date 2001-08-30 Cont ID  
Sent By kstevens Date 2001-08-30 Time 17:45 Rev Time 1.25
Received By kstevens Date 2001-08-30 Time 17:45 Sent To  
Notes
2001-08-30 00:00:00DENIED
  
 CODE REFEREMCES - SPC-94 - FACBC-97
  
 1) COMMENT #1 FROM PREVIOUS REVIEW NOT
 ADDRESSED. ALSO ONLY ONE DRINKING FOUN-
 TAIN SHOWN, THREE REQUIRED PER SPC-94
 TABLE 407.
  
 2) COMMENT #2 FROM PREVIOUS REVIEW NOT
 ADDRESSED.
  
 3) PAGE P5-1 WATER RISER DIAGRAM, IN-
 STALL WATER HAMMER ARRESTORS ACCORDING
 TO MANUFACTURE'S INSTALLATION INSTRUCT-
 IONS AND PDI-WH 201.
  
 4) SUBMIT DETAIL ON WATER HEATER BY MOP
 SINK IN JANITOR'S ROOM.
  
 5) PAGE P5-1 SANITARY RISER DIAGRAM,
 ELECTRIC WATER COOLER BY CARILLON STAIRS
 NOT SHOWN. ALSO FLOOR DRAIN BY MOP SINK
 NO SHOWN.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT. 8377
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-06-10 Cont ID  
Sent By pschmitz Date 2001-06-10 Time 15:24 Rev Time 2.50
Received By pschmitz Date   Time   Sent To  
Notes
2001-06-10 00:00:00PLUMBING PLAN REVIEW"DENIED"
 CODE REFERENCES SPC 94, FACBC 97.
 (1) SHT A2.1 PROVIDE CALCULATIONS FOR
 MIN FACILITIES,TAB 407,SHOW LOCATION OF
 DRINKING FOUNTAINS. "376 PERSONS"
 (2) SHT A2.4 PROVIDE CALCULATIONS FOR
 ROOF DRAINAGE ,ISOMETRIC DRWG WITH PIPE
 SIZES, PRIMARY,SECONDARY SEC 1109.2
 SEPERATE SYSTEMS. SEC 104.3
 (3)SHTA4.1 TOILET RM'S 104,121,COMPLY W/
 FACBC 97,FIG 30(E) THE LAVATORY SHALL
 NOT ENCROACH INTO THE CLEAR FOOR SPACE
 FOR THE WATER CLOSET.FLUSH CONTROLS ON
 MOUNTING SIDE SEC 4.16.5
 4) SHT P0.1, PLBG NOTES #13 AIR CHAMBERS
 PROVIDE A DETAIL OF A RECHARGEABLE AIR
 CHAMBER AND SIZE.
 (5) SHT P2.1, PROVIDE A ISOMETRIC DRWG.
 OF DWV SYSTEM,SHOW PIPE SIZES,SEC 104.3
 (6) SHT P2.1, FLOOR DRAINS IN PUBLIC
 REST RM'S,TRAP PRIMERS REQ. SEC 409.4
 (7) SHT P3.1, DOMESTIC WATER, PROVIDE
 ISOMETRIC DRWG. SHOW PIPE SIZES,SEC 104.
 NO MORE THAN 2 C/W FIXTURES ON 1/2".
 NO MORE THAN 4 H/W FIXTURES ON 1/2".
 PALM BCH CNTY AMENDMENTS TO SPC 94.
 END OF COMMENTSPAUL SCHMITZ
 QUESTIONS561-659-8096X8233
Review Stop Z ZONING
Rev No 2 Status P Date 2001-10-24 Cont ID  
Sent By sgraham Date 2001-10-24 Time 15:56 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2001-06-06 Cont ID  
Sent By sgraham Date 2001-06-06 Time 11:09 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2001-06-06 00:00:00 
  
 NEED MINOR AMENDMENT


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