Plan Review Details - Permit 03060499
Plan Review Stops For Permit 03060499
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2006-05-05 Cont ID  
Sent By jwitmer Date 2006-05-05 Time 16:05 Rev Time 0.55
Received By jwitmer Date 2006-05-05 Time 15:42 Sent To PC
Notes
2006-05-05 00:00:0005-05-06 WINDOWREVISIONS AND PRODUCT
 APPROVALS
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2004-06-09 Cont ID  
Sent By csiegber Date 2004-07-27 Time 09:13 Rev Time 1.33
Received By jwitmer Date 2004-06-09 Time 07:47 Sent To PC
Notes
2004-06-09 00:00:00SRUCTURAL REVISION, REVISION# 5
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2004-06-03 Cont ID  
Sent By csiegber Date 2004-06-07 Time 15:38 Rev Time 3.00
Received By jwitmer Date 2004-05-25 Time 16:35 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2004-05-17 Cont ID  
Sent By jwitmer Date 2004-05-17 Time 12:25 Rev Time 2.00
Received By jwitmer Date 2004-05-17 Time 12:25 Sent To  
Notes
2004-05-17 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03060499
 ADD: 4017 PINEWOOD AV
 CONT: (PLAN REVIEW)
 TEL: (561)644-7416
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 5TH REVIEW
 ACTION: DENIED
  
 1) COMMENT# 5 FROM PREVIOUS REVIEW,
 SINCE THERE IS NO ESTABLISHED PROPERY
 LINE ON THE NORTH SIDE OF THE BUILDING
 THE SAME ISSUE OF OPENING PROTECTIVES
 WILL BE AN ISSUE. PLANS INDICATE ASSUMED
 PROPERTY LINE OF 10'-6" AWAY FROM THE
 BUILDING DOORS, THEY WILL REQUIRE 3/4 HR
 PROTECTIVES.
 RESPONCE : STORM SHUTTERS ARE CALLED FOR
 SEE SHEET A4.1.
  
 THE SHEET A4.1 ACTUALLY HAS RED LINED
 NOTES, " PROVIDE STORM SHUTTERS TO MEET
 F.B.C. IMPACT RESISTANT REQUIREMENTS AT
 ALL WINDOWS THIS ELEVATION".
 NO MENTION OF GLAZED DOORS.
  
 2) COMENT# 6 FROM PREVIOUS REVIEW,
 PROVIDE FIRE SPRINKLER PLANS REQUIRED BY
 TABLE 500, ALLOWABLE AREA INCREASE FOR
 FIRE SPRINKLERED BUILDINGS AND 903.7.2.4
 EVERY AUTOMATIC FIRE SPRINKLER SYSTEM
 REQUIRED BY THIS CODE SHALL CONFORM TO
 NFPA 13.903.2 REQUIREMENTS.
 THESE PLANS SHALL BE PART OF THE BUILD-
 ING SET OF PLANS REQUIRED FOR ISSUANCE
 OF THE BUILDING PERMIT.
  
 3) COMMENT# 9 FROM PREVIOUS REVIEW,
 THIS DEALS WITH THE REQUIRED PRODUCTS
 FOR COMPONENTS AND CLADDING FOR AN
 ENCLOSED BUILDING.
 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 & OPERATABLE
 B) EXTERIOR DOORS, SOLID & GLAZED
 C) LOUVERS
 D) ROOF ASSEMBLIES, ALL TYPES USED
 E) STORM SHUTTERS
 F) TRUSS ANCHORS
 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
  
 WHEN THE CONTRACTOR COMES IN FOR PERMIT
 EITHER THE PRODUCT TESTING REPORTS FOR
 THE LISTED ITEMS ARE TO BE PRESENT, OR
 THEY MAY BE SUBMITTED LATER BUT UNDER
 A SEPERATE PERMIT WITH ASSOCIATED FEES.
 CONTRACTOR TO SUBMIT IN LETTER FORM IF
 THEY DESIRE TO SUBMIT THESE APPROVALS
 LATER. LETTER MUST BE SIGNED BY THE
 QUALIFIER OF THE COMPANY AND NOTIRIZED.
  
 NOTE: THIS IS A THRESHOLD BUILDING,
 REQUIRING 3 SETS OF ALL DOCUMENTS, PLANS
 PRODUCT APPROVALS, ETC.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2004-05-06 Cont ID  
Sent By csiegber Date 2004-05-11 Time 13:07 Rev Time 4.00
Received By jwitmer Date 2004-05-06 Time 09:01 Sent To  
Notes
2004-05-06 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03060499
 ADD: 4017 PINEWOOD AVE
 CONT: PLAN REVIEW-TBA
 CONTACT: JEFF HALVERSON
 TEL: (561)659-8040
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) THE DRAWINGS ARE "RED LINED" BUT THE
 DESIGN PROFESSIONAL WHO DESIGNED THE
 PROJECT NEVER "SIGNED AND DATED" THE RED
 LINED CHANGES. PLEASE HAVE THE DESIGN
 PROFESSIONAL WHO DESIGNED THE PROJECT
 SIGN OR CEATE NEW PAGES WITH CHANGES
 CLOUDED OR DELTAS, SIGNED AND SEALED.
  
 2) COMMENT 3A FROM LAST REVIEW:SHEET 4.1
 WEST ELEVATION 4'-0" DIA. FIXED WINDOW
 SHALL BE 45 MINUTE OPENING PROTECTIVES,
 SHOP DRAWING AFTER THE PERMIT IS ISSUED
 WILL BE FINE.
 THE OTHER ISSUE WILL BE LARGE MISSLE IM-
 PACT, SHEET A-8 WINDOW (F) PROVIDE
 MISSLE IMPACT HEAVY GUAGE GALVANIZED
 EXPANDED METAL, PROVIDE PRODUCT TESTING,
 140 MPH WINDS, EITHER STATE APPROVAL OR
 SITE SPECIFIC.
  
 3) COMMENT 3B PREVIOUS REVIEW:
 SHEET A2.1 INDICATES DOOR OPENING NUMBER
 126 WHICH HAS A LOUVER, 705.1.1.2 WILL
 REQUIRE A 45 MINUTE PROTECTIVE.
  
 4) COMMENT 3C FROM PREVIOUS REVIEW:
 DISCREPANCY SEE SOUTH SERVICE YARD SHEET
 A2 INDICATES DOOR # 110 14-6 FROM PROPER
 TY LINE VS A2.2 14'-1", THE DISCREPANACY
 IS HOW FAR THE FRONT OF THIS WALL IS
 FROM THE PROPERTY LINE!!!
  
 5) SINCE THERE IS NO ESTABLISHED PROP-
 ERTY LINE ON THE NORTH SIDE OF THE BUILD
 ING THIS SAME ISSUE OF OPENING PROTEC-
 TIVESWILL BE A ISSUE, PLANS INDICATE ASS
 UMED PROPERTY LINE OF 10'-6" AWAY FROM
 THE BUILDING. DOORS WILL REQUIRE 3/4
 HR PROTECIVE, 2HR RATED WALL. PLANS INDI
 CATE THE FIRE RATING BUT HOW WILL THE
 LARGE MISSLE IMPACT RATING BE ACHIEVED?
 GLASS CAN NOT BE 45 MINUTE FIRE RESIS-
 TANT AND LARGE MISSLE IMPACT RATED AT
 THE SAME TIME.
  
 6) COMMENT 6 FROM PREVIOUS REVIEW:
 PROVIDE FIRE SPRINKLER PLANS REQUIRED BY
 TABLE 500 ALLOWED AREA INCREASE FOR
 SPRINKLERED BUILDINGS AND 903.7.2.4.
 EVERY AUTOMATIC SPRINKLER SYSTEM
 REQUIRED BY THIS CODE SHALL CONFORM TO
 NFPA 13.903.2 REQUIREMENTS.
  
 PROVISO:PLANS NOW INDICATE THAT THERE
 WILL BE NO BLEACHERS IN THIS GYM!!!!!
 **REMOVE BLEACHERS FROM SHEET E3.**
  
 PROVISO: SHOP DRAWINGS FOR ACCESSIBLE
 SIGNAGE AND TO BE INSTALLED BEFORE THE
 CERTIFICATE OF OCCUPANCY WILL BE ISSUED.
  
 7) COMMENT 14 PREVIOUS REVIEW DOOR SCHED
 ULE HADN,T INDICATED WHAT DOORS REQUIRE
 PANIC HARDWARE.SHEET A8 NOW DOES INDI-
 CATE PANIC HARDWARE, DOORS 1/116 & 7/116
 INDICATE PANIC HARDWARE, AS IN THE MEET-
 ING THESE DOORS LEAD TO GATED SERVICE
 YARDS, NOT A EGRESS. 9035.1.2 FIRE ALARM
 BOXES ARE NOT TO BE MORE THAN 5'-0"
 FROM AN EXIT, REMOVE THE STROBE AND
 HORN FROM LS1.
  
 8) COMMENT 13 FROM 1ST REVIEW:
 SHEET A6.3 WALL SECTIONS, DETAILS DO NOT
 GIVE STUD SPACING, GUAGE, NOR THE WIRE
 SIZE & SPACING, HOW ARE STUDS TO BE
 SECURED TO THE STRUCTURE ABOVE.
  
 9) 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 & OPERATABLE
 B) EXT DOORS, SOLID & GLAZED
 C) LOUVERS
 D) ROOF ASSEMBLIES, ALL TYPES USED
 E) STORM SHUTTERS
 F) TRUSS ANCHORS
 *******IMPORTANT********
 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
  
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-03-15 Cont ID  
Sent By jleech Date 2004-05-03 Time 17:59 Rev Time 6.00
Received By jwitmer Date 2004-03-15 Time 13:32 Sent To  
Notes
2004-03-15 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03060499
 ADD: 4017 PINEWOOD AVENUE
 CONT: PLAN REVIEW- TBA
 CONTACT: JEFF HALVERSON
 TEL: (561)659-8040
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) PROVIDE A UNITY OF TITLE FOR LOTS
 20,22,24.1, 24.2,24.3 AND THE ABANDOMENT
 OF THE RIGHT OF WAY FOR 40TH STREET.
 THE ACTUAL ENTRY MAY BE OFF THE PROPERTY
 AND IN THE RIGHT OF WAY. SHEET LS1 SHOWS
 A ASSUMED PROPERTY LINE BUT NO "ACTUAL
 PROPERTY LINE". THE ASSUMED PROPERTY
 LINE INDICATED FOR THE NORTH SIDE OF THE
 BUILDING IS RIGHT AGAINST THE GAZEBO
 INDICATE WHAT TYPE OF BLDG THIS WILL
 BE AND AMOUNT OF OPENINGS TO COMPLY
 WITH TABLE 600!!!!!!!!!!!!!!!!!!!!
  
 2) THE UNITY OF TITLE TO BE RECORDED AT
 THE CLERK OF THE COURT AS WELL AS THE
 PROPERTY APPRAISERS OFFICE.
  
 3A)SHEET 4.1 WEST ELEVATION 4'-0" DIA.
 FIXED WINDOWS SHALL BE 45 MINUTE OPENING
 PROTECTIVES, 705.1.1.2.COMMENTS INDICATE
 45 MIN. SEE WINDOW SCHEDULE A8.
  
 3B)SHEET A2.1 INDICATE DOOR OPENING
 NUMBER 126 WHICH HAS A LOUVER, 705.1.1.2
 WILL REQUIRE A 45 MINUTE PROTECTIVE.
  
 3C) DISCREPANCY SEE SOUTH SERVICE YARD
 SHEET A2 INDICATES DOOR# 110 14'-6" FROM
 THE PROPERTY LINE VS A2.2> 15'. MAY
 REQUIRE OPENING PROTECTIVES FOR LOUVER
 IF < 15'-0".
  
 4) SINCE THERE IS NO ESTABLISHED PROPER-
 TY LINE ON THE NORTH PROPERTY LINE,
 THIS SAME ISSUE, OPENING PROTECTIVES
 WILL BECOME A ISSUE. SEE COMMENT # 1.
 3A & 3B.
  
 5) 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-
 NICALREPORT FROM A DESIGN PROFESSIONAL P
 ROPERLY LICENSED IN THE STATE OF
 FLORIDA.
 *****PROVIDE SIGNED & SEALED REPORTS (3)
  
 6) PROVIDE FIRE SPRINKLER PLANS REQUIRED
 BY TABLE 500 ALLOWED AREA INCREASE FOR
 SPRINKLERED BUILDINGS AND 903.7.2.4.
 PROVIDE (3) COPIES.
  
 7) SHEET A2 INDICATES ADA FOR 2 WHEEL-
 CHAIRS. THE PLANS DO NOT INDICATE WHERE
 THE COMPANION SEATING IS LOCATED AS
 REQUIRED IN 11-4.6(3)(F)(I).
  
 8) PLANS DO NOT INDICATE ANY LIFT TO
 ACCOMPLISH VERTICAL ACCESSIBILITY TO
 BLEACHERS A WAIVER REQUEST TO BE SUBMIT-
 TED TO THE STATE IF A LIFT AND COMPANION
 SEATING NOT PROVIDED TO ALL LEVELS.
 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.
  
 9) MENS RESTROOM# 117 DOOR LEADING INTO
 THE HANDICAPPED STALL REQUIRES 1'-0"
 FROM THE LATCH SIDE.
 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.
  
 10) DOOR 6/123 ALSO REQUIERES 18" ON
 THE PULL SIDE.
  
 11) ACCESSIBLE ELEMENTS & SPACES
 11-4.30 SIGNAGE PROVIDE REQUIRED SIGNAGE
 FOR ALL ACCESIBLE AREAS, 1-6.
 11-4.30.7 SYMBOLS OF ACCESSIBILITY SHALL
 USE THE INTERNATIONAL SYMBOL OF ACCESS-
 IBILITY.
  
 12) S-3 STRUCTURAL NOTES: WIND LOADS
 CORRECT 1997 SBC TO 2001 FLORIDA BUILD-
 ING CODE ND THE WIND ZONE IS 140 MPH,
 3 SECOND GUST.
  
 13) CORRECT PROJECT DESIGNED UNDER THE
 1997 SBC.
  
 14) DOOR SCHEDULE DOESN'T INDICATE WHAT
 DOORS REQUIRE PUSH BAR PANIC HARDWARE
 NOR DOES THE SCHEDULE INDICATE HANDI-
 CAPPED ACCESSIBLE HARDWARE THE SUPPLIED
 HARDWARE SPECIFICATION LIST 14 TYPES OF
 DOORS NOT IDENTIED TO THE PLANS?
  
 15) MISSING THE ATTACHED DETAIL FOR THE
 BLEACHERS AS ASKED FOR BY PREVIOUS
 REVIEWER.
  
 16) SHEET S-5 SECTION# 2 INDICATES THE
 USE OF A SIMPSON ST18 WELDED TO TUBE
 STEEL, SIMPSON STATES IN THEIR CATALOG
 PAGE 11, 2004 CAT. INSTRUCTIONS TO IN-
 STALLERS (F) UNLESS OTHERWISE NOTED
 SIMPSON CONNECTORS CANNOT BE WELDED.
 PRODUCE A SEALED LETTER FROM SIMPSONS
 P. E. STATING WHAT CONDITIONS IF ANY SIM
 PSON WILL ALLOW WELDING.
  
 17) STRUCTURAL PLANS INDICATE THE USE OF
 TRUSS ANCHORS BUT NO LOADS ARE GIVEN
 FOR THE CONNECTORS?
  
 18) COMMENT 13 FROM PREVIOUS REVIEW,
 THE NEW DETAIL MISSING THE WIRE SIZE,
 SPACING, NOR THE VERTICAL STUDS INDICATE
 ATTACHMENT TO THE STRUCTURE ABOVE?
  
 19) COMMENT 14 FROM PREVIOUS REVIEW,
 SHEET S4 MASONARY NOTE# 4, AND S3 MASON-
 ARY NOTE# 2 "STILL" DO NOT AGREE CORRECT
 THE S4 NOTE, 8" BLOCK CAN NOT HAVE BOTH
 VALUES.
  
 20) COMMENT 15 FROM PREVIOUS REVIEW,
 SHEET S4 CALLS OUT SSTD 12-97, THE FBC
 INVOKES 12-99. SEE FBC 35. THIS NOTE
 STILL NOT CHANGED!
  
 21)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 & OPERATIBLE
 B) DOORS,GLAZED SOLID AND LOUVERED
 C) LOUVERS
 D) ROOFING ASSEMBLIES, ALL TYPES USED
 E) TRUSS ANCHORS
 *****IMPORTANT******
 22)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
  
 BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW NUMBER, WITH A DESCRIPTION OF THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGE CAN BE FOUND WILL HELP
 TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 BUILDING PLAN REVIEW
 (561)805-6715
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-02-26 Cont ID  
Sent By shill Date 2004-02-25 Time 16:26 Rev Time 4.00
Received By shill Date 2004-02-25 Time 16:26 Sent To  
Notes
2004-02-25 00:00:00****CORRECTIONS****
  
 PAID PLAN REVIEW, NOT A PERMIT APP.
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)THIS WILL BE A THRESHOLD BUILDING
 AS DEFINED IN FBC105.13 AND WILL REQUIRE
 A THRESHOLD INSPECTOR AND A THRESHOLD
 INSPECTION PLAN PRIOR TO PERMITTING.
  
 2.)SOME SHEETS HAVE A PHOTOCOPY OF
 A SEAL AND SIGNATURE.ALL SIGNATURES
 ARE TO BE ORIGINAL WITH A RAISED SEAL.
 THE PRINTED NAME AND LICENSE NUMBER OF
 THE PERSON SEALING THE DOCUMENT IS TO
 BE INCLUDED ON THE SHEET, FAC61G15-23,
 FAC61G1-16.003, 004.
  
 3.)PROVIDE A SOILS INVESTIGATION
 REPORT.
  
 4.)THE 3' DIMENSION ON A1.1 POINTS TO
 A DIMENSION LINE THAT ENCROACHES THE
 PROPERTY LINE.NOTE THAT A 3' SETBACK
 FROM THE PROPERTY LINE WOULD REQUIRE A
 3 HR WALL AS PER TABLE 600.IT MUST BE
 OVER 3' TO REQUIRE A 2 HR WALL AS
 INDICATED ON THE PLAN.REVISE ALL
 SHEETS NECESSARY TO REFLECT A DIMENSION
 OF GREATER THAN 3', OR CHANGE THE
 STRUCTURAL DETAILS TO COMPLY WITH
 TABLE 600.
  
 5.)REVISE THE BUILDING DATA, ITEM #3,
 LS1 TO CORRECTLY REFLECT THE FIRE
 RESISTANCE RATINGS.
  
 6.)PRODUCT APPROVALS NOT SUBMITTED
 BEFORE ISSUANCE OF THE PERMIT WILL
 REQUIRE SEPARATE PERMITS WITH SEPARATE
 FEES.
  
 7.)SEE PREVIOUS LIST REGARDING THE
 DOOR HARDWARE AND THE BLEACHERS.A
 TRANSMITTAL LETTER REFERS TO A
 SPECIFICATION SECTION AND BLEACHER
 SECTION.I WAS UNABLE TO FIND THESE ON
 THE PLAN.THE GYMNASIUM EQUIPMENT
 SPECIFICATIONS PROVIDED DO NOT SHOW
 COMPLIANCE WITH FBC1012 AND 1019.7
 (HARDWARE).PLEASE REVISE THE PLAN.
  
 8.)COMPLIANCE WITH TABLE 600 SHOULD
 BE INDICATED ON THE STRUCTURAL AND
 ARCHITECTURAL SHEETS AS WELL AS LS1.
  
 9.)LS1, PROVIDE THE DISTANCE TO THE
 PROPERTY LINE FOR THE 1 HR WALL.PLANS
 ARE TO BE TO SCALE, FBC104.2.1.
  
 10.) PLEASE NOTE THAT THE UL LISTING
 PROVIDED FOR THE 1 HR WALL (LS1) REFERS
 TO U905, WHICH IS 2 HR.DETAILS WHICH
 EXCEED CODE REQUIREMENTS ARE
 ACCEPTABLE; THIS NOTE IS ADVISORY ONLY.
  
 11.)HETAL16, 3-S5, FASTENING CONFLICTS
 WITH CATALOG.USE HIGH-WIND CATALOG
 WHICH INCLUDES UPDATED LOADS RELATED TO
 STRESS INCREASES FOR STEEL, AND CHECK
 ALL CONNECTORS.CALCULATIONS FOR THE
 ALTERNATE FASTENING MAY BE SUBMITTED IN
 LIEU OF CHANGING THE PLAN.
  
 12.)WHEN RESUBMITTING, PLEASE SUBMIT
 OLD SHEETS SEPARATELY FOR REFERENCE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-06-16 Cont ID  
Sent By hpiskura Date 2003-06-16 Time 12:43 Rev Time 0.00
Received By hpiskura Date 2003-06-11 Time 11:51 Sent To  
Notes
2003-06-16 00:00:00PLAN REVIEW NOT A PERMIT APPLICATION.
  
 THIS WILL BE A THRESHOLD BUILDING AS
 DEFINED IN FBC 105.13 AND WILL REQUIRE
 A THRESHOLD INSPECTOR AND A THRESHOLD
 INSPECTION PLAN PRIOR TO PERMITTING.
  
 SHEET LS-1 DECLARES A NET ASSEMBLY AREA
 OF 10200 SQUARE FEET.THE
 LOUNGE/RECEPTIONAREA SHOULD BE
 INCLUDED, TOO.
  
 SHEET LS-1 DECLARES FBC TABLE 600 AS NOT
 APPLICABLE TO THE WEST PROPERTY LINE.
 THAT IS A COMMON PROPERTY LINE AND TABLE
 600 IS APPLICABLE.THE OPENINGS SHOWN
 ON SHEET A4.1 ARE NOT ALLOWED BY FBC
 T-600 AND THE WALL IS REQUIRED TO BE OF
 3 HOUR FIRE RESISTIVE CONSTRUCTION.
  
 SHEET LS-1 EGRESS CALCULATIONS.USE FBC
 TABLE 1004 NOT SECTION 1024.2.6.
  
 THE MAXIMUM TRAVEL DISTANCE FOR GROUP A2
 IS 200' NOT 250'.FBC T-1004.
  
 THE TWO HOUR WALL DESIGN ON SHEET LS-1
 AND A8 CITES U 906.THIS DESIGN
 INCORPORATES A 6" PROPRIETARY BLOCK NOT
 SHOWN AS BEING USED IN THE STRUCTURAL
 OR ARCHITECTURAL PLANS.PLEASE CLARIFY.
  
 THE PLANS DO NOT SHOW PROVISIONS FOR
 OCCUPANT CONTENT SIGNS IN ACCORDANCE
 WITH FBC 403.1.2.3.
  
 LS-1 NOTES 75' AS A PERMITTED COMMON
 PATH OF TRAVEL.SEE FBC 1019.1.3.
  
 THERE IS NO INFORMATION ON THE PLANS FOR
 THE DOOR HARDWARE.SEE FBC 1012 AND
 1019.7.
  
 THERE ARE NO DETAILS OR SPECIFICATIONS
 FOR THE BLEACHERS SHOWN THROUGH OUT THE
 PLANS.
  
 SHEET A2.1 CALLS OUT SECTIONS 4/8.2 AND
 5/8.2 AND THERE IS NO SHEET 8.2.
  
 SECTION A/4.3 TAKEN FROM SHEET A3.1 IS
 NOT CONGRUENT.
  
 SHEET A4.3 DETAIL (3).WHERE IS THIS
 USED?
  
 SHEET A6.3, WALL SECTION (7).SHOW A
 CONSTRUCTION DETAIL FOR THE SUSPENDED
 GYP BOARD CEILING INCLUDING
 CONNECTIONS, SIZES, SPACING, MATERIALS
 AND DIMENSIONS.FBC 104.2.
  
 SHEET S4 MASONRY NOTES #4 AND S3 MASONRY
 NOTES #2 DO NOT AGREE.
  
 SHEET S4 CALLS OUT SSTD 12-97, THE FBC
 INVOKES 12-99.SEE FBC 35.
  
 SHEET FP-1, PLEASE NOTE THE CODE
 EDITIONS USED, IE NFPA 13-99.
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2004-03-26 Cont ID  
Sent By btrobaug Date 2004-03-26 Time 16:54 Rev Time 0.75
Received By btrobaug Date 2004-03-26 Time 16:03 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2004-02-17 Cont ID  
Sent By dpalmer Date 2004-02-17 Time 16:38 Rev Time 1.50
Received By dpalmer Date 2004-02-17 Time 16:38 Sent To  
Notes
2004-02-17 00:00:00*********UNSAT ***********
  
 1)NOTE: PLEASE SEE THAT PLANS ARE ONLY
 IN FOR PLAN REVIEW AND NOT FOR PERMIT.
 THE STATE HAS ADOPTED THE 2002 NEC
 SINCE PLANS WERE REVIEWED LAST.
 PLEASE MAKE ANY ADJUSTMENTS AS NESS.
  
 2)NOTE: PLAN NOTE MENTIONS TO SEE SPECS
 FOR COLOR CODING OF CONDCUTORS.
 SPEC BOOKS DID NOT SEEM TO GET SUBMITTED
 FOR REVIEW.?
  
 3)NOTE: PLANS REF NOTE TO GROUND TRANS-
 -FORMERS PER 250.30. PLEASE GIVE THE
 ATTACHMENT(BLDG STEEL)(FOOTER STEEL)?
  
  
 4)NOTE: PLEASE PROVIDE ALL INFORMATION
 ON TITLE BLOCKS AS REQ'D UNDER FS 471
 AND 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 1 Status F Date 2003-06-18 Cont ID  
Sent By dpalmer Date 2003-06-18 Time 16:11 Rev Time 3.00
Received By dpalmer Date 2003-06-18 Time 16:11 Sent To  
Notes
2003-06-18 00:00:00**************** UNSAT *************
  
 PLEASE SEE FIRE REVIEW COMMENTS THAT
 MAY HAVE AN AFFECT ON ELECTRICAL PLANS.
  
 1)NOTE: PLEASE CLARIFY GROUNDING OF
 TRANSFORMER PER 250-30
  
 2)NOTE:PLEASE INCLUDE THE REQ`D FOOTER
 STEEL IN GROUNDINGNOTE. 250-50
 NOTE MENTIOND BLDG STEEL WHICH CAN BE
 DIFFERENT.
  
 3)NOTE: PLEASE PROVIDENOTE AS TO COLOR
 CODING OF FEEDERS PER LOCAL AMENDMINS
 210-5
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. PLANS ARE IN GOOD SHAPE W/ MINOR
 ITEMS NEEDED. IF THERE ARE ANY QUESTIONS
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2004-03-10 Cont ID  
Sent By mamini Date 2004-03-10 Time 11:16 Rev Time 1.00
Received By mamini Date 2004-03-10 Time 11:16 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2004-02-13 Cont ID  
Sent By mamini Date 2004-02-13 Time 10:42 Rev Time 1.00
Received By mamini Date 2004-02-13 Time 10:42 Sent To  
Notes
2004-02-13 00:00:00FAILED:
 1. PROPOSED SITE MUST BE DESIGNED FOR
 STORM WATER PER CITY OF WEST PALM BEACH
 REQUIREMENT AND CRITERIA, PLEASE SUBMIT
 CALCULATION FOR OUR REVIEW AND APPROVAL.
 2. SEWER LATERAL MUST BE AT MINIMUM 6"
 WHEN CONNECTING TO CITY SEWER MAIN, SEE
 STANDARD DETAILS ON SHEET C-3 OF 3.
 3. ALL CONNECTION TO CITY SERVICES MUST
 BE APPROVED BY PUBLIC UTILITIES AND
 ENGINEERING SERVICES 659-8040, ATT;MANNY
 GONZALEZ.
 4. EXISTING FIRE HYD. AS SHOWN ON SHEET
 C1 OF 3 SHOULD BE RLOCATED, PLEASE
 VERIFY.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-06-17 Cont ID  
Sent By mamini Date 2003-06-17 Time 08:30 Rev Time 1.00
Received By mamini Date 2003-06-17 Time 08:30 Sent To  
Notes
2003-06-17 00:00:00FAILED:
 1. PROPOSED SITE MUST BE DESIGNED FOR
 STORM WATER PER CITY REQUIREMENTS AND
 CRITERIA, PLEASE INCULDE PERVIOUS AND
 IMPERVIOUS AREA FOR TOTAL SITE.
 2. POLLUTION/EROSION PLANS MUST BE ADDED
 TO THE CIVIL / SITE PLAN.
 3. SEWER LATERAL MUST BE AT MINIMUM 6"
 WHEN CONNECTING TO CITY SEWER MAIN, SEE
 STANDARD DETAILS ON SHEET C-3 OF 3.
 4. ALL CONNECTIONS TO CITY SERVICES MUST
 BE APPROVED BY PUBLIC UTILITIES
 ENGINEERING SERVICES 659-8040.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2004-02-11 Cont ID  
Sent By nmccray Date 2004-02-11 Time 14:28 Rev Time 0.00
Received By nmccray Date 2004-02-11 Time 14:28 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-06-18 Cont ID  
Sent By nmccray Date 2003-06-18 Time 09:31 Rev Time 0.00
Received By nmccray Date 2003-06-18 Time 09:31 Sent To  
Notes
2003-06-18 00:00:001) PLEASE REF NFPA 101 LIFE SAFETY CODE
 2000 EDITION CHAPTER 12 AND NFPA 13 1999
 EDITION. ( NFPA 13 SECTION 5-13.8 )
  
 2) MAXIMUM TRAVEL DISTANCE IS 200' NOT
 250' (NFPA 101 ).
  
 3) WHAT IS THE INTERIOR FINISH
 CLASSIFICATION FOR THE WALLS AND
 CEILING.
  
 4) COULD NOT LOCATE FDC AND ITS
 RELATIONSHIP TO A FIRE HYDRANT WTHIN 150
 FEET.
  
 5) SEPARATE PLAN AND PERMIT APPLICATION
 IS REQUIRED FOR FIRE ALARM SYSTEM.
 (CLASS A OR FULLY ADDRESSABLE)
  
 6) SEPARATE PLAN AND PERMIT APPLICATION
 IS REQUIRED FOR FIRE SPRINKLER SYSTEM.
 ( FLOW DATA)
  
 NATE MCCRAY, CAPTAIN
 805-6722 OR 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2006-05-04 Cont ID  
Sent By adarroug Date 2006-05-04 Time 16:29 Rev Time 0.00
Received By adarroug Date 2006-05-04 Time 16:29 Sent To B
Notes
2006-05-04 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2005-05-23 Cont ID  
Sent By ptjomsto Date 2005-05-23 Time 16:45 Rev Time 0.00
Received By ptjomsto Date 2005-05-23 Time 16:45 Sent To  
Notes
2005-05-23 00:00:00SUBMITTAL (THRESHOLD DAILY INSPECTOR
 REPORTS FOR 5/4/05 THRU 5/20/05) GIVEN
 TO HAROLD PISKURA) PT
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2005-05-03 Cont ID  
Sent By adarroug Date 2005-05-03 Time 13:55 Rev Time 0.00
Received By adarroug Date 2005-05-03 Time 13:55 Sent To B
Notes
2005-05-03 00:00:00TO "DON NEELY" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2004-11-01 Cont ID  
Sent By csiegber Date 2004-11-01 Time 14:02 Rev Time 0.00
Received By csiegber Date 2004-11-01 Time 14:02 Sent To  
Notes
2004-11-01 00:00:00TO HAROLD PISKURA/THRESHOLD INSPECTIONS
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2004-07-27 Cont ID  
Sent By csiegber Date 2004-07-27 Time 09:13 Rev Time 0.00
Received By csiegber Date 2004-07-27 Time 09:13 Sent To B
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2004-06-07 Cont ID  
Sent By csiegber Date 2004-06-07 Time 15:37 Rev Time 0.00
Received By csiegber Date 2004-06-07 Time 15:37 Sent To B
Notes
2004-06-07 00:00:00TO JW DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2004-05-24 Cont ID  
Sent By alange Date 2004-05-24 Time 13:34 Rev Time 0.00
Received By alange Date 2004-05-24 Time 13:34 Sent To  
Notes
2004-05-24 00:00:00TO COMM BD #43
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2004-05-11 Cont ID  
Sent By csiegber Date 2004-05-11 Time 13:07 Rev Time 0.00
Received By csiegber Date 2004-05-11 Time 13:07 Sent To B
Notes
2004-05-11 00:00:00TO JW DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-04-30 Cont ID  
Sent By csiegber Date 2004-04-30 Time 11:23 Rev Time 0.00
Received By csiegber Date 2004-04-30 Time 11:23 Sent To  
Notes
2004-04-30 00:00:00TO COMM BD#36
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-03-09 Cont ID  
Sent By csiegber Date 2004-03-09 Time 10:40 Rev Time 0.00
Received By csiegber Date 2004-03-09 Time 10:09 Sent To  
Notes
2004-03-09 00:00:00TO COMM BD#40
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-02-06 Cont ID  
Sent By csiegber Date 2004-02-06 Time 12:25 Rev Time 0.00
Received By csiegber Date 2004-02-06 Time 12:25 Sent To  
Notes
2004-02-06 00:00:00TO COMM BD#54
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-06-18 Cont ID  
Sent By shernand Date 2003-06-09 Time 15:23 Rev Time 0.00
Received By shernand Date 2003-06-09 Time 15:23 Sent To  
Notes
2003-06-09 00:00:00COMM BOARD #37
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2004-03-29 Cont ID  
Sent By pkrauss Date 2004-03-29 Time 13:55 Rev Time 0.40
Received By pkrauss Date 2004-03-29 Time 13:39 Sent To  
Notes
2004-03-29 00:00:00APPROVED 2-25-04 / PROVISO ON PLAN SHEET
 M-5
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2004-02-25 Cont ID  
Sent By pkrauss Date 2004-02-25 Time 06:44 Rev Time 0.45
Received By pkrauss Date 2004-02-25 Time 06:44 Sent To  
Notes
2004-02-25 00:00:00PROVISO:(PLAN CHECK ONLY)
 PLAN SHEET M-5 DETAIL #4 EQUIPMENT
 SUPPORT, PLAN INDICATES 18" BETWEEN THE
 ROOF SURFACE & BOTTOM OF THE EQUIPMENT.
 SHOULD EQUIPMENT BE 36" (OR GREATER) THE
 HEIGHT REQUIREMENT WOULD BE 24".SEE
 THE ATTACHED SCHEDULE ON THE HEIGHT
 REQUIREMENTS FOR ROOF MOUNTED EQUIPMENT.
 PLANS ARE OTHERWISE CODE COMPLIANT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-06-26 Cont ID  
Sent By hmoser Date 2003-06-26 Time 17:29 Rev Time 4.00
Received By hmoser Date 2003-06-26 Time 17:29 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 5 Status P Date 2006-08-15 Cont ID  
Sent By hpiskura Date 2006-08-15 Time 13:41 Rev Time 0.00
Received By hpiskura Date 2006-08-15 Time 13:41 Sent To  
Notes
2006-08-15 00:00:00PLANS HAND CARRIED BY J. HALVERSON,
 APPROVED BY HAROLD PISKURA.
Review Stop P PLUMBING
Rev No 4 Status P Date 2004-05-03 Cont ID  
Sent By jleech Date 2004-05-03 Time 17:59 Rev Time 2.00
Received By jleech Date 2004-05-03 Time 17:59 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2004-03-22 Cont ID  
Sent By kstevens Date 2004-03-22 Time 18:26 Rev Time 2.00
Received By kstevens Date 2004-03-22 Time 18:26 Sent To  
Notes
2004-03-22 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
  
 1) FROM PREVIOUS REVIEWS: SHT A-2 CON-
 CESSIONS FOOD SERVICE. PLEASE CONTACT
 THE PALM BEACH HEALTH UNIT, 901 EVERNIA
 ST. WPB FOR REVIEW PRIOR TO SUBMITTING
 PLANS FOR REVIEW. PLANS SHALL BE STAMPED
 BY THE PBC HEALTH UNIT. SECTION 101.4.7
 RESPONSE STATES "SEE ATTACHED STAMPED
 DRAWINGS FROM THE PBC HEALTH UNIT, BUT
 I CANNOT FIND STAMPED PLANS. BE SPEFIC
 WITH RESPONSES AND INDICATE WHERE THE
 STAMP IS LOCATED. I HAVE LOOKED AND BOTH
 FRONT AND BACK OF ALL SHEETS ON AT LEAST
 TWO SETS. ALL SETS SHALL BE STAMPED.
 2) FROM PREVIOUS REVIEWS: SIZE GUTTERS
 PER TABLE 1106.6. 5" GUTTERS @ 1/4"
 SLOPE CAN ONLY HAVE A MAXIMUM OF 1111 SQ
 FT. AND CALCULATIONS INDICATE 3481 TO EA
 DOWNSPOUT. AT 1/4" THE GUTTER WILL BE
 REQUIRED TO BE 8" MINIMUM. SHOW SLOPE
 OF GUTTER - INDICATE WHERE THE HIGH
 POINTS OF THE GUTTER AND SHOW THIS SLOPE
 ON THE GUTTER ON THE PLANS.
 3) PER RESPONSE FROM RODNEY COMPO, A
 SAMPLE POINT SHALL BE REQUIRED ON THE
 LINE TO THE CONCESSION STAND. SHOW THE
 SAMPLE ON BOTH THE FLOOR PLAN, (SHT P-2)
 AND THE SANT. RISER DIAG., (SHT P-3).
  
 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 2004-02-09 Cont ID  
Sent By kstevens Date 2004-02-09 Time 13:56 Rev Time 2.00
Received By kstevens Date 2004-02-09 Time 13:56 Sent To  
Notes
2004-02-09 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1/AMEND.
  
 1) FROM PREVIOUS REVIEW: SHT A-2 CON-
 CESSIONS FOOD SERVICE. PLEASE CONTACT
 PALM BEACH COUNTY HEALTH UNIT, 901 EVER-
 NIA ST. WPB FOR REVIEW PRIOR TO SUB-
 MITTING PLANS FOR REVIEW.PLANS SHALL
 HAVE BEEN STAMPED BY THE PBC HEALTH UNIT
 SECTION 101.4.7
 2) FROM PREVIOUS REVIEW: CONTACT RODNEY
 COMPO ENVIRONMENTAL COMPLIANCE TO DE-
 TERMINE SIZE OF GREASE INTECEPTOR, (IF
 REQUIRED). WASTE ORD. 2938-96 - (561)
 837-4074. IF GREASE INTECEPTOR IS WAIVED
 HE MAY REQUIRE A SAMPLE POINT.
 3) FROM PREVIOUS REVIEW: SHT P-1 PLUMB-
 ING NOTES #2, FLORIDA BUILDING CODE NOT
 STANDARD CODE IS IN EFFECT. PLEASE
 CHANGE REFERENCE. 104.2.1
 4) FROM PREVIOUS REVIEW: SHT P-1 PLUMB-
 ING NOTES #10 AN RPZ BACKFLOW IS REQUIR-
 ED. NOTE STATES VACUUM BREAKER. PLEASE
 CHANGE REFERENCE. 608.13.2
 5) FROM PREVIOUS REVIEW: SUBMIT CALCULA-
 TIONS FOR THE MAIN GYM ROOF AREA. SIZE
 GUTTERS PER TABLE 1106.6, AND SHOW SLOPE
 OF GUTTER. INDICATE NUMBER OF DOWNSPOUTS
 (SHT A4.1 SHOWS ONLY ONE DOWNSPOUT) AND
 SHOW SIZE OF DOWNSPOUTS. TABLE 1106.2
 RESPONSE NOTED BUT ON CALCS. OR OTHER
 INFORMATION FOR GYM ROOF FOUND.
 6) WHERE 6 OR MORE STALLS ARE PROVIDED,
 IN ADDITION TO THE HDCP STALL COMPLYING
 WITH 11-4.17.3, AT LEAST ONE STALL 36 IN
 WIDE WITH AN OUTWARD SWINGING, SELF-
 CLOSING DOOR AND PARALLEL GRAB BARS COM-
 PLYING WITH FIG. 30D AND 11-4.26 SHALL
 BE PROVIDED.
 7) SHT P-2 STORM RISER DIAGRAM SHOWS 2
 EACH RD 3 & 4 AND NO RD 1 OR 2. ALSO
 ALL OVERFLOW ROOF DRAINS ARE DESIGNATED
 AS ORD 4. PLEASE CLAIRFY.
 8) SHT P-3 DOMESTIC WATER RISER DIAGRAM,
 WATER HAMMER ARRESTORS SHALL BE LOCATED
 NEAR THE FIXTURE IN AN EFFECTIVE RANGE,
 NOT IN THE CEILING AS SHOWN. PDI-WH 201
 AND MANUF. INSTALLATION INSTRUCTIONS.
  
 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 2003-06-19 Cont ID  
Sent By kstevens Date 2003-06-19 Time 13:43 Rev Time 5.00
Received By kstevens Date 2003-06-19 Time 13:42 Sent To  
Notes
2003-06-19 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 AMENDMENTS TO FBC, CHAPTER 1,
 ADMIN. CODE.
  
 1) SHT- LS1, 2001 PLUMBING CODE MINIMUM
 FIXTURE CALCULATIONS. 9 WATER CLOSETS
 ARE REQUIRED. SHOWS ONLY 7 PROVIDED.
 TABLE 403.1
 2) SHT A-2 CONCESSIONS FOOD SERVICE.
 PLEASE CONTACT PALM BEACH COUNTY HEALTH
 UNIT 901 EVERNIA STREET WPB FOR REVIEW
 PRIOR TO RESUBMITTING PLANS WITH THE
 CITY FOR REVIEW. (561) 355-3018
 SECTION 101.4.7
 3) CONTACT RODNEY COMPO - INDUSTRIAL
 PRE-TREATMENT, ENVIRONMENTAL COMPLIANCE
 TO DETERMINE THE SIZE OF GREASE TRAP RE-
 QUIRED.
 4) SHTS A2 & A5 TURNING CIRCLE REQUIRED
 IN TOILET ROOM NOT HDCP STALL. SECTION
 11-4.22.3
 5) SHT A10 DETAIL #3 SHOW URNAL HEIGHT
 11-18.2, AND CLEAR FLOOR SPACE 11-4.18.3
 6) SHT A10 SHOWER DETAILS REQUIRED. SEC
 11-4.21. SHOW GRAB BAR HEIGHT 4-21.4,
 CONTROLS 4.21.5, CURBS 4.21.7 ECT.
 7) SHT P-1 PLUMBING NOTES #1, & #2, FBC
 NOT STANDARD CODE IS IN EFFECT. PLEASE
 CHANGE REFERENCE.
 8) SHT P-1 PLUMBING NOTES #5, AIR CHAMB-
 ERS NOT APPROVED. DELETE FROM REFERENCE.
 9) SHT P-1 PLUMBING NOTES #10 RPZ BACK-
 FLOW REQUIRED. 608.13.2
 10) SHT P-1 WATER HEATER DETAIL, THERMAL
 EXPANSION CONTROL REQUIRED. 607.3.2
 11) SHT P-2 ROOF CALCULATIONS FOR RD-2,
 SHT A-3 INDICATES 38'X 6' (1/2 OF 12'
 HEIGHT) = 228 SQ.FT., PLUS 38'X.75 FOR
 THE PARAPET = 28'6". TOTAL 256'6". NOT
 SHOWN IN CALCULATIONS IS THE 1/2 THE
 AREA OF THE VERTICAL WALL, AND THE AREA
 OF THE ROOF THAT DRAINS DOWN TO RD-2
 FROM THE EAST ENTRY PORCH. THIS IS TYPI-
 CAL FOR RD-3, AND RD-4. PLEASE CLAIRFY.
 SHOW THIS INFORMATION FOR THESE AREAS
 FOR ROOF DRAINS IN QUESTIONS.
 12) PROVIDE A STORM RISER DIAGRAM PER
 SECTION 104.2.1
 13) SUBMIT CALCULATIONS FOR THE MAIN
 GYM ROOF AREA. SIZE GUTTERS PER TABLE
 1106.6, SHOW SLOPE OF GUTTER. INDICATE
 NUMBER OF DOWNSPOUTS. (SHT A4.1 SHOWS
 ONLY ONE DOWNSPOUT) SHOW SIZE OF DOWN-
 SPOUT.TABLE 1106.2
 14) SHT P-3 DETAIL #4 WATER ROSER DIA-
 GRAM, AIR CHAMBERS ARE NOT APPROVED. DE-
 LETE FROM RISER DIAGRAM. 604.9
 *********WHEN RESUBMITTING PLANS********
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN
 BE FOUND, WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
 (561) 805-6721
 FAX (561) 653-2692
Review Stop Z ZONING
Rev No 1 Status P Date 2004-04-26 Cont ID  
Sent By ajones Date 2004-04-26 Time 13:24 Rev Time 0.25
Received By ajones Date   Time   Sent To  
Notes
***NONE***


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