Plan Review Details - Permit 04030467
Plan Review Stops For Permit 04030467
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status P Date 2005-07-21 Cont ID  
Sent By jwitmer Date 2005-07-21 Time 07:40 Rev Time 0.55
Received By jwitmer Date 2005-07-21 Time 07:40 Sent To PC
Notes
2005-07-21 00:00:00BUILDING PLAN REVIEW
 PERMIT:04030467
 ADD: 4500 S OLIVE
 CONT: ANDERSON-MOORE
 TEL: (561)662-1819
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: REVIEWED
  
 H-16-4 DOUBLE OUTSWING COMMERCIAL DOORS
 W/ PANIC EXIT HARDWARE
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2005-05-23 Cont ID  
Sent By jwitmer Date 2005-05-23 Time 10:31 Rev Time 0.25
Received By jwitmer Date 2005-05-23 Time 10:19 Sent To  
Notes
2005-05-23 00:00:00ADDITIONAL EXTERIOR DOOR REVISIONOK
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2004-11-17 Cont ID  
Sent By jwitmer Date 2004-11-17 Time 15:25 Rev Time 0.00
Received By jwitmer Date 2004-11-17 Time 15:25 Sent To  
Notes
2004-11-17 00:00:00REVISIONS DATED 11-02-04JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2004-10-18 Cont ID  
Sent By jwitmer Date 2004-10-18 Time 15:54 Rev Time 1.33
Received By jwitmer Date 2004-10-18 Time 15:54 Sent To PC
Notes
2004-10-18 00:00:00 
 REV# 3 7-13-04 BAR JOIST OK WILL NEED
 SHOP DRAWINGS FOR INSPECTIONJW
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2004-10-08 Cont ID  
Sent By jwitmer Date 2004-10-08 Time 13:09 Rev Time 0.75
Received By jwitmer Date 2004-10-08 Time 13:08 Sent To PC
Notes
2004-10-08 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04030467
 ADD: 4500 S DIXIE HWY
 CONT: ANDERSON MOORE
 TEL: (561)662-1819
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 REVISION: 2ND REVIEW
 ACTION: DENIED
  
 1) REVISION FOR BAR JOIST AND SHORING.
 SHORING DETAILS OK.
 2) REVISION FOR THE MEZZANINE BAR JOIST.
 ENGINEER TO PROVIDE WHAT THE CALCULATED
 FLOOR LOAD TO BE FOR AISLES AND SEATING
 AREAS AS BEFORE, PROVIDE LIVE AND DEAD
 LOADS. USE 100LBS FOR ISLES AND 50 LBS
 FOR SEATING AREA. GLASS HANDRAIL @ 3/4"
 THICK, 3/4" GLASS 24LBS/ SQ FTX3.5=
 84LBS/ LINEAL FT.
 3) THE CALCULATIONS FOR THE NEW STEEL
 BEAM SHEET# 1, THE SHEET IS BLANK AS FAR
 AS:
 1) DEAD LOADS
 2) LIVE LOADS
 3) COMBINED DEAD AND LIVE LOADS
  
 4) THE ENGINEER OF RECORD DOES NOT SHOW
 THAT THE NEW BAR JOIST HAS BEEN REVIEWED
 BY THEIR FIRM AND APPROVED, REVIEWED
 WITH NO EXCEPTIONS, REVISE OR DENIED.
  
 NOTE PROVIDE (3) COPIES OF ALL DOCUMENTS
 SUBMITTED.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2004-08-23 Cont ID  
Sent By csiegber Date 2004-10-05 Time 11:58 Rev Time 3.33
Received By jwitmer Date 2004-08-23 Time 06:59 Sent To PC
Notes
2004-08-23 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04030467
 ADD: 4500 S DIXIE HWY
 CONT: ANDERSON MOORE
 TEL: (561)662-1819
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 REVISION# 3
 ACTION: DENIED
  
 1) THRESHOLD BUILDING: ALL DOCUMENTS
 SUBMITTED TO THE BUILDING DEPARTMENT FOR
 A THRESHOLD BUILDING REQUIRE (3) SETS,
 ONLY (2) WERE SUBMITTED.
  
 2) SHEET S-8- CONCERNS WITH DETAIL SEC-
 TION DETAIL "V". THRESHOLD INSPECTOR
 JOE WAGNER HAS ADDRESSED HIS CONCRNS
 ABOUT THE DOUBLE BAR JOIST AT THE NEW
 EXTENSION OF THE MEZZANINE. PLEASE PRO-
 VIDE DETAILS AS HOW THESE MEMBERS WILL
 WORK AS A SINGLE BEAM AND NOT AS INDIVID
 UAL MEMBERS.
 A SECOND CONCERN IS THE GLASS GUARD-
 RAIL, THE BAR JOIST, IF THE (GIRDER) IS
 NOT FUSED TO MAKE A SINGLE MEMBER THE
 WEIGHT OF THE HAND RAIL WILL BE ON THE
 OUTSIDE BAR JOIST WHICH WILL BE CARRYING
 A HEAVIER LOAD.
 THE ORIGINAL PLANS DO INDICATE A FLOOR
 LOAD OF 50 LBS LIVE LOAD WHICH IS IN
 LINE WITH TABLE 1604.1. THE ISSUE OF
 LIVE LOAD FOR THE AISLES HAS NOT. THE
 SAME TABLE 1604.1. ESTABLISHES A 100 LBS
 LIVE LOAD FOR EXIT AISLES. PROVIDE CALCU
 LATIONS FOR THE FRONT MEZANINE AISLES
 AND FOR THE SECONARY AISLES THAT SERVICE
 THE MEZANINE SEATING AREA.
  
 3) THE NEXT CONCERN IS THE NEW COLUMN &
 LINTEL AT THE FOOT OF THE STAIRS. S-10
 INDICATES NEW COLUMNS ONTO THE EXISTING
 FOUDATION AND STEM WALL. DOES THE EXIST-
 ING FOUDATION DESIGN PROVIDE ENOUGH
 BEARING STRENGTH FOR THE POINT LOADING.
 THE OTHER CONCERN IS TO "FILL CELLS
 (3 MIN) WITH CONCRETE". DOES THIS NOTA-
 TION MEAN 3 CELLS VERTICALLY OR HORIZON-
 TALLY? AT WHAT PSI? PROVIDE 4-5/8" DIA.
 ANCHOR BOLTS? LENGHT.
 THE NEXT ISSUE IS THE LINTEL DETAIL
 AT THE SAME COLUMN. THE 4"X4" STEEL
 ANGLE SHOWS A ANGLE AT THE EXISTING COL-
 UMN WHERE THE ANGLE CAN'T CONTINUE INTO
 THE BLOCK TO GET A SEAT. NO INFORMATION
 HAS BEEN PROVIDED FOR ANCHORING INTO THE
 EXISTING COLUMN. SINCE THIS IS A EXTER-
 IOR MASONARY WALL HAS UPLIFT BEEN ADD-
 RESSED.
  
 4) STRUCTURAL PLANS S-6 INDICATE THE USE
 OF TIMBER PURLINS, NO SIZE PROVIDED ONLY
 THE NOTE SEE PLANS, WHERE?
  
 5)S-2 PLANS INDICATE B-1 TO BE A 24"X18"
 BUT THE INSPECTOR INDICATED THE BEAM HAS
 BEEN REDUCED BY 10", IS THERE ADDITIONAL
 STEEL OR A REPOSITIONING OF STEEL?
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2004-07-21 Cont ID  
Sent By csiegber Date 2004-08-19 Time 14:13 Rev Time 0.55
Received By jwitmer Date 2004-07-21 Time 11:35 Sent To PC
Notes
2004-07-21 00:00:00REV# 3 OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2004-06-07 Cont ID  
Sent By csiegber Date 2004-07-14 Time 14:57 Rev Time 1.22
Received By jwitmer Date 2004-06-07 Time 08:36 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-05-25 Cont ID  
Sent By jwitmer Date 2004-05-25 Time 11:29 Rev Time 1.77
Received By jwitmer Date 2004-05-25 Time 11:29 Sent To  
Notes
2004-05-25 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 04030467
 ADD: 4500 S DIXIE HWY
 CONT: ANDERSON MOORE
 TEL: (561)662-1819
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 2ND REVIEW
 ACTION: DENIED
  
 NOTE: THIS IS A THRESHOLD BUILDING,
 SINCE THE SANCTUARY AND THE PAVILION
 ARECONSIDERED A SINGLE BUILDING. (3)
 SETS
 OF ALL PLANS, REPORTS (SOILS) AND
 PRODUCT APPROVALS SHALL BE SUBMITTED
 FORPERMIT.
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) SOILS REPORTS (3) COPIES:
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 3) COMMENT# 5 FROM PREVIOUS REVIEW DEALS
 WITH THE COVERED DROP OFF ZONE, OR
 PASSENGER LOADING ZONE. SEE 11-4.6.6.
 YOUR RESPONCE WAS THAT YOU DID NOT FIND
 ANY REQUIRMENT FOR THE "WIDTH" OF THE
 RAMP TO BE 20'-0" PLUS FLARED SIDES.
  
 THIS CODE SECTION DOESN'T INTEND THE
 PASSENGER LOADING ZONE TO BE WIDER THAN
 5'-0"WIDE BUT THE LENGHT IS TO BE
 20'-0"ADJACENT AND PARALLEL TO THE
 VEHICLE PULL-UP SPACE. THIS SECTION IN-
 DICATES WHEN THE LOADING ZONE IS BEHIND
 THE CURB THE LOADING ZONE ITSELF SHALL
 BE 5'-0"X 20"-0" AND THE ACCESS ISLE
 SHALL BE LEVEL WITH THE SURFACE SLOPES
 NOT EXCEEDING 1:50.IN ALL DIRECTION.
 ONCE YOU LEAVE THIS AREA, THIS IS WHERE
 THE FLARED SLOPES SHALL BEGIN.
 THIS IS ALSO A CODE INTERPRETATION FROM
 B.O. NEIL MELICK.
  
 4) COMMENT# 8 FROM PREVIOUS REVIEW.
 STAIRS TO BE NONCOMBUSTIBLE, I LOOKED AT
 THE NEW SECTION A-10/5 FOR THE NEW CON-
 CRETE FILLED METAL PAN STAIR. THIS STAIR
 DOESN'T INDICATE IF IT HAS A CLOSED
 RISER?
  
 5) COMMENT# 10 FROM PREVIOUS REVIEW:
 FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 WIND IMPORTANCE FACTOR SHOULD BE III,
 WHEN MORE THAN 300 PEOPLE IN A SINGLE
 AREA. THIS FACTOR SHOULD BE 1.15
  
 THE OTHER ISSUE IS THE EXPOSURE "C" THE
 MULTIPLIER FOR BUILDINGS WITH A "C" EXPO
 SURE AND MEAN ROOF HEIGHT OF 30' IS 1.40
 THESE 2 FACTORS WILL INCREASE THE
 PRESSURES POS & NEG. REVIEW SO CONTRAC-
 TOR WILL SUBMIT THE CORRECT APPROVALS.
  
 NOTE ALSO EXTERIOR DOOR ANALISIS DOESN'T
 INDICATE THE END ZONE PRESSURES, WHERE
 2 DOORS ARE LOCATED. THIS REPORT ALSO
 DOES NOT INDICATE HOW THE HINGES ARE
 TRANSFERING THE WIND LOADS FROM THE DOOR
 TO THE DOOR JAMBS? HOW MANY HINGES,SIZE
 NOR INFO ON THE SRCEWS?
  
 THE PLAN INDICATES THAT THE END ZONE IS
 4"-0", REMEMBER THAT THIS IS ONE LARGE
 BUILDING!RE-ADDRESS
  
 6) CONTRACTOR TO RE-EVALUATE PRODUCT
 TESTING REPORTS WITH NEW PRESSURES.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-04-08 Cont ID  
Sent By csiegber Date 2004-05-21 Time 08:38 Rev Time 6.50
Received By jwitmer Date 2004-04-08 Time 07:30 Sent To PC
Notes
2004-04-08 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04030467
 ADD: 4500 S DIXIE HWY
 CONT: ANDERSON-MOORE
 TEL: (561)662-1819
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 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
 IS NOT DEFINITEY KNOWN, OR IS IN
 QUESTIONTHE BUILDING OFFICIAL MAY
 REQUIRE EXPLORATIONS, TEST OR OTHER
 ADEQUATE PROOF AS TO THE PERMISSIBLE
 SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 3) TABLE 600 ISSUES, INTERPRETATION BY
 NEIL MELLICK B.O. FOR THE PURPOSES OF
 THIS REVIEW THE SANCTUARY AND PAVILLION
 ARE SEPERATE BUILDINGS CONNECTED BY A
 COVERED WALKWAY. SEE FBC CHAPTER 2 FOR
 DEFINITION OF "WALKWAY, COVERED".
 A ASSUMED PROPERTY LINE WILL NEED TO
 BE DECIDED BETWEEN THE 2 BUILDINGS &
 A MINIMUM BUILDING TYPE, WITH THIS
 INFORMATION THE MINIMUM HOUR RATING ON
 THE
 EXTERIOR WALLS AND ALLOWABLE OPENING
 SIZES CAN BE DETERMINED.
  
 4) INTERPRETATION BY NEIL MELICK B.O.,
 THE PLANS INDICATE THAT THE SANCTUARY
 WILL NOT NEED THE FIRE SPRINKLERS AS
 STATED ON SHEET ON A-2.0, 903.7.2.4.
 EXCEPTION# 1 SANCTUARY, A PLACE OF
 WORSHIP.
 THE PAVILION WILL BE CONSIDERED AS A
 SEPERATE BUILDING, TABLE 1003.1
 DETERMINES MINIMUM OCCUPANT LOAD.
 ASSEMBLY OCCUPANCY, WITHOUT FIXED SEAT-
 ING, IS 7SQFT.THIS LOADING WILL
 FIGURE TO BE (70'X37') 370 PEOPLE. SINCE
 THIS STRUCTURE MAY BE USED FOR OTHER
 USES THAN WORSHIP IT DOES NOT MEET THE
 EXCEPTION FOR FIRE SPRINKLERS. PROVIDE
 A FIRE SPRINKLER PLAN THAT MEETS NFPA 13
 SEE 903.7.2.4, ASSEMBLY WITH A OCCUPANT
 LOAD OF GREATER THAN 300.
  
 5) THIS COMMENT WILL APPLY TO BOTH
 COVERED DRIVE AND DROP OFF. THE PASSEN-
 GER LOADING ZONE (11-4.6.6) NEEDS TO
 HAVE EITHER:
 A) A 5'-0"X20'-0" PASSENGER LOADING
 ZONE NEXT TO THE 12'-0" VEHICLE PULL-UP
 SPACE.
 B) SHEET A-3.1 & A-3.3 INDICATE A CURB
 CUT COMPLYING WITH 11-4.7 BUT IS MISSING
 THE ACCESS ISLE. 11-4.6.6 DOES ALLOW A
 CURB BETWEEN THE ACCESS AISLE AND THE
 VEHICLE PULL-UP ZONE PROVIDED THE WIDTH
 OF THE RAMP IS 20'-0" WIDE PLUS THE
 FLARED SIDES.
  
 6) SCHOOL DROP OFF ZONE AND COVERED
 PARKING. THREE ACCESSIBILITY ISSUES:
 A) SHEET A-3.3, PARKING STRUCTURES,
 11-4.1.2(5)(B) THERE SHALL BE AT LEAST
 (1) VAN ACCESSIBLE PARKING SPACE.
 B) SHEET A-5.1 THE VAN ACCESSIBLE PARK-
 ING SPACE, VERTICAL CLEARENCE OF 98",
 SEE 11-4.6.5
 C) THE SAME DETAIL, THE DROP OFF ZONE,
 (11-4.6.5) THE MINIMUM VERTICAL DIMEN-
 SION SHALL BE 114".
  
 7) NOTE CURB RAMPS, 11-4.7.7 DETECTABLE
 WARNINGS, A CURB RAMP SHALL HAVE A
 DETECTABLE WARNING COMPLYING WITH
 11-4.29.2. THE DETECTABLE WARNING SHALL
 EXTEND THE FULL WIDTH & DEPTH OF THE
 CURB RAMP.
  
 8) STAIRWAY CONSTRUCTION SEE A-10.0
 DETAIL# 5, THE DETAIL INDICATES THE USE
 OF WOOD STRINGERS,1007.1.1(3) THE USE OF
 WOOD STRINGERS IS PROHIBITED WHEN MORE
 THAN 40 PEOPLE ARE ABOVE THE LEVEL OF
 EXIT DISCHARGE.
  
 9) STAIRWAY CONSTRUCTION/ MEZZANINE
 1005.7.3 (1) EXCEPTION REQUIRES A SMOKE
 DETECTION SYSTEM IN ACCORDANCE WITH
 NFPA 72.
  
 10) PLANS ARE TO INDICATE WIND DESIGN:
 FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 11)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
 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
 B) DOORSWING & ROLL UP
 C) ROOF ASSEMBLIES
 D) TRUSS ANCHORS
  
 12) 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
  
 13)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
 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2004-12-10 Cont ID  
Sent By btrobaug Date 2004-12-10 Time 17:35 Rev Time 0.75
Received By btrobaug Date 2004-12-10 Time 17:05 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2004-06-07 Cont ID  
Sent By dpalmer Date 2004-06-07 Time 16:21 Rev Time 0.50
Received By dpalmer Date 2004-06-07 Time 16:21 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2004-05-28 Cont ID  
Sent By dpalmer Date 2004-05-28 Time 11:52 Rev Time 1.00
Received By dpalmer Date 2004-05-28 Time 11:52 Sent To  
Notes
2004-05-28 00:00:00********* UNSAT *********
  
 1)NOTE: PLEASE SEE ONE-LINE RISER DIA-
 -GRAM DOES NOT APPEAR TO SHOW ANY WIRE
 / CONDUITS SIZES TO PANELS,CL1,CL2,CL3,
 AND CL4.
 PLEASE SEE CORRELATE PANEL SCHEDULES
 WITH RISER. RISER SHOWS EACH OF THESE
 AS 225A/42 CIR PANELS, HOWEVER PANEL
 SCHEDULES SHOWS THEM AS 125A/ 42CIR
 PANELS. PLEASE SEE THAT 125A PANELS
 ARE NOT MADE AS 42 CIR. PANEL CL3 SEEMS
 TO BE THE ONLY ONE SHOWN AS 225A.
 215.5
  
 2)NOTE: PLEASE SHOW NEW PANEL CL4 BOND
 TO NEW PAVILLION FOOTER STEEL. 250.50
  
 3)NOTE: PLEASE PROVIDE FULL LEGAL
 SIGNATURE. APPEARS TO SHOW AN INITIAL
 FOR FIRST NAME. IF THIS IS THE LEGAL
 SIGNATURE, PLEASE PROVIDE A SIGNED,DATED
 AND SEALED NOTARIZED LETTER STATING THIS
 WE CAN PLACE THIS IN A FILE WE HAVE FOR
 FUTURE REFERENCE.
 PLEASE SEE FS 471.025/FAC 61G15-23.002
 WHICH REQ'S A "SIGNATURE". ALSO PER
 FBPE'S.
 IF THERE ARE ANY QUESTIONS, PLEASE DO
 NOT HESITATE TO CONTACT ME.
  
 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 P Date 2004-03-29 Cont ID  
Sent By btrobaug Date 2004-04-08 Time 08:29 Rev Time 1.00
Received By btrobaug Date 2004-03-29 Time 16:09 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2004-12-27 Cont ID  
Sent By nmccray Date 2004-12-27 Time 12:23 Rev Time 0.00
Received By nmccray Date 2004-12-27 Time 12:23 Sent To  
Notes
2004-12-27 00:00:00REVISION 12-08-04 MEP
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2004-06-04 Cont ID  
Sent By mcarsill Date 2004-06-04 Time 09:07 Rev Time 0.00
Received By mcarsill Date 2004-06-04 Time 09:07 Sent To  
Notes
2004-06-04 00:00:00MET WITH DESIGN TEAM AND CHANGES HAVE
 BEEN MADE TO THE DRAWINGS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2004-05-28 Cont ID  
Sent By mcarsill Date 2004-05-19 Time 11:57 Rev Time 0.00
Received By mcarsill Date 2004-05-19 Time 11:57 Sent To  
Notes
2004-05-19 00:00:001) COULD NOT LOCATE ANY FIRE ALARM
 AUDIO-VISUAL DEVICES ON MEZZANINE.
 ALSO COULD NOT LOCATE ANY MANUAL
 PULL STATIONS. PLEASE ADVISE.
  
 2) ARE THERE ANY EXISTING EMERGENCY
 LIGHTS IN SACRISITYAND BEHIND ALTER.
  
 3) NEW WOOD STAIRCASE SHOWN ON PARTIAL
 BUILDING SECTION. ALL NEW STAIRS SHALL
 BE NONCOMBUSTIBLE CONSTRUCTION.
  
 4) SEPARATE PLANS AND PERMITS REQUIRED
 FOR NEW FIRE SPRINKLER SYSTEM FOR
 THE PAVILLION FIRE PROTECTION.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-03-09 Cont ID  
Sent By csiegber Date 2004-05-18 Time 15:01 Rev Time 0.00
Received By mcarsill Date 2004-03-09 Time 16:46 Sent To  
Notes
2004-03-09 00:00:001) ALL NEW REQUIRED STAIRS AND RAMPS
 SHALL BE PROVIDED WITH HANDRAILS.
  
 2) PANIC HARDWARE REQUIRED AT ALL
 DOORS SUBJECT TO AN OCCUPANCY OF 100
 OR MORE PERSONS.
  
 3) SINCE THE BUILDING IS NOT FIRE
 SPRINKLER PROTECTED, ALL ELECTRICAL,
 MECHANICAL, AND SERVICE ROOMS SHALL
 BE ONE HOUR RATED WITH 45 MINUTE
 OPENING PROTECTIVES.
  
 4) SOME STAIRS ON PAGE A-2.0 ARE
 ABSENT OF HANDRAILS.
  
 5) ALL DEMOLITION, RENOVATION, AND
 CONSTRUCTION TO COMPLY WITH NFPA 241.
  
 6) EXITS SHALL REMAIN CLEAR.
  
 7) DEBRIS SHALL BE REMOVED DAILY
 FROM INSIDE THE BUILDING.
  
 8) BUILDING ADDRESS REQUIRED. A MINIMUM
 6" NUMBERS ARE REQUIRED.
  
 9) PLEASE PROVIDE PRESCRIPTIVE
 STRENGTH REQUIREMENTS FOR ALL
 HANDRAILS AND GUARDRAILS.
  
 10) GASOLINE POWERED EQUIPMENT USED
 DURING DEMOLITION ACTIVITIES SHALL
 BE PROVIDED WITH ADEQUATE VENTILATION
 TO PREVENT THE ACCUMULATION OF
 CARBON MONOXIDE.
  
 11) PLEASE FURTHER DEFINE EXISTING
 EMERGENCY LIGHTS AND EXIT SIGNS IN
 SACRISITY 002, AND ALTAR 001.
  
 12) NO EMERGENCY LIGHTS IN PAVILLION
 100.
  
 13) PLEASE PROVIDE DETAILS ABOUT THE
 REQUIRED FIRE ALARM SYSTEM. THE
 PROPOSED OCCUPANT LOAD EXCEEDS 300
 PERSONS, SO A FIRE ALARM SYSTEM IS
 REQUIRED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2005-07-06 Cont ID  
Sent By adarroug Date 2005-07-06 Time 16:12 Rev Time 0.00
Received By adarroug Date 2005-07-06 Time 16:12 Sent To B
Notes
2005-07-06 00:00:00TO "JWITMER" DESK/REVISION
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2005-05-18 Cont ID  
Sent By adarroug Date 2005-05-18 Time 10:20 Rev Time 0.00
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Notes
2005-05-18 00:00:00TO "JWITMER" DESK/REVISION
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2004-12-09 Cont ID  
Sent By mjacobs Date 2004-12-09 Time 11:55 Rev Time 0.00
Received By mjacobs Date 2004-12-09 Time 11:55 Sent To  
Notes
2004-12-09 00:00:00SENT TO COMM BD#25/REV.
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2004-11-17 Cont ID  
Sent By mjacobs Date 2004-11-17 Time 10:51 Rev Time 0.00
Received By mjacobs Date 2004-11-17 Time 10:51 Sent To B
Notes
2004-11-17 00:00:00TO "B" TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2004-10-05 Cont ID  
Sent By csiegber Date 2004-10-05 Time 11:58 Rev Time 0.00
Received By csiegber Date 2004-10-05 Time 11:58 Sent To B
Notes
2004-10-05 00:00:00TO JW DESK/SUBMITTAL
 STRUCTURAL CALCS FOR NEW STEEL TRUSS
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2004-08-25 Cont ID  
Sent By csiegber Date 2004-08-25 Time 13:19 Rev Time 0.00
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Notes
2004-08-25 00:00:00TO JW DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2004-08-19 Cont ID  
Sent By csiegber Date 2004-08-19 Time 14:13 Rev Time 0.00
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Notes
2004-08-19 00:00:00TO JW DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-07-14 Cont ID  
Sent By csiegber Date 2004-07-14 Time 14:57 Rev Time 0.00
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Notes
2004-07-14 00:00:00TO JW DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-05-21 Cont ID  
Sent By csiegber Date 2004-05-21 Time 08:37 Rev Time 0.00
Received By csiegber Date 2004-05-21 Time 08:37 Sent To B
Notes
2004-05-21 00:00:00TO JW DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-05-18 Cont ID  
Sent By csiegber Date 2004-05-18 Time 15:00 Rev Time 0.00
Received By csiegber Date 2004-05-18 Time 15:00 Sent To  
Notes
2004-05-18 00:00:00TO COMM BD#45
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-04-08 Cont ID  
Sent By csiegber Date 2004-03-09 Time 14:39 Rev Time 0.00
Received By jwitmer Date 2004-03-09 Time 14:39 Sent To PC
Notes
2004-03-09 00:00:00TO COMM BD#38
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2005-01-05 Cont ID  
Sent By pkrauss Date 2005-01-05 Time 09:07 Rev Time 0.55
Received By pkrauss Date 2005-01-05 Time 07:56 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2004-03-31 Cont ID  
Sent By pkrauss Date 2004-03-31 Time 13:06 Rev Time 1.20
Received By pkrauss Date 2004-03-31 Time 13:06 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2005-01-10 Cont ID  
Sent By kstevens Date 2005-01-10 Time 17:11 Rev Time 1.00
Received By kstevens Date 2005-01-10 Time 17:11 Sent To  
Notes
2005-01-10 00:00:00REVISION OK - SHTS P-2.0 & P-3.0
Review Stop P PLUMBING
Rev No 2 Status P Date 2004-06-02 Cont ID  
Sent By kstevens Date 2004-06-02 Time 18:46 Rev Time 0.50
Received By kstevens Date 2004-06-02 Time 18:46 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-03-22 Cont ID  
Sent By kstevens Date 2004-03-22 Time 15:53 Rev Time 2.50
Received By kstevens Date 2004-03-22 Time 15:53 Sent To  
Notes
2004-03-22 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
  
 1) SHT P-1.0 ALL CAPPED PLUMBING PIPING
 SHALL BE INSPECTED PRIOR TO COVERING.
 2) SHT P-2.0 FOUNTAIN PIPING, SANITARY
 PIPING SHOWS 2" @ 1/8" PER FT FALL. SEE
 PLUMBING SYSTEM INSTALLATION NOTES #3 ON
 SHT P-0.1 AND TABLE 704.1. MINIMUM 1/4"
 PER FT FAL REQUIRED.
 3) SHT P-2.0 WATER LINE TO FOUNTAIN
 SHALL HAVE BACKFLOW PROTECTION. SECTION
 608.13
 4) SHT P-3.1 WATER RISER DOES NOT SHOW
 3/4" LINE TO FUTURE FOUNTAIN.
 5) SHT P-3.1 WATER HAMMER ARRESTORS
 SHALL BE LOCATED NEAR THE FIXTURES IN AN
 "EFFECTIVE RANGE" NOT IN THE CEILING AS
 SHOWN. PDI-WH 201, AND MANUF. INSTALL.
 INSTRUCTIONS.
 6) SHT P-6.0 HOSE BIBB DETAIL, AIR
 CHAMBERS ARE NOT APPROVED, DELETE FROM
 DETAIL. SECTION 604.9 - IF WATER HAMMER
 ARRESTOR IS USED, SEE COMMENT #5 FOR
 LOCATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]


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