Plan Review Details - Permit 02091306
Plan Review Stops For Permit 02091306
Review Stop B BUILDING (STRUCTURAL)
Rev No 15 Status P Date 2003-12-10 Cont ID  
Sent By jwitmer Date 2003-12-10 Time 15:05 Rev Time 1.11
Received By jwitmer Date 2003-12-10 Time 15:05 Sent To  
Notes
2003-12-10 00:00:00REVISION GALLEY TO WORK ROOM.
Review Stop B BUILDING (STRUCTURAL)
Rev No 14 Status P Date 2003-12-04 Cont ID  
Sent By jwitmer Date 2003-12-04 Time 08:55 Rev Time 1.00
Received By jwitmer Date 2003-12-04 Time 08:55 Sent To  
Notes
2003-12-04 00:00:00SUBMITTALS OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 13 Status F Date 2003-11-26 Cont ID  
Sent By jwitmer Date 2003-11-26 Time 08:01 Rev Time 0.50
Received By jwitmer Date 2003-11-26 Time 08:01 Sent To  
Notes
2003-11-26 00:00:00REVISIONS:
 ACTION: DENIED
 (3) SETS OF ALL CORRESPONDANCE REQUIRED
 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.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status P Date 2003-10-23 Cont ID  
Sent By jwitmer Date 2003-10-23 Time 07:52 Rev Time 0.25
Received By jwitmer Date 2003-10-23 Time 07:52 Sent To  
Notes
2003-10-23 00:00:00REVISION:FACIA DETAIL FSK-10. REVISION
 # 1 10/10/03OKJW
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status P Date 2003-10-20 Cont ID  
Sent By jwitmer Date 2003-10-20 Time 17:24 Rev Time 3.00
Received By jwitmer Date 2003-10-20 Time 17:24 Sent To  
Notes
2003-10-20 00:00:00SUBMITTALS, SITE SPECIFIC PRODUCT
 APPROVAL DOORS, HURRICANE TEST LAB/ OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status F Date 2003-10-09 Cont ID  
Sent By jwitmer Date 2003-10-09 Time 13:35 Rev Time 1.50
Received By jwitmer Date 2003-10-09 Time 13:35 Sent To  
Notes
2003-10-09 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02091306
 ADD: 3600 N. AUSTRALIAN AV
 CONT: HEDRICK BROTHERS
 TEL: (561)662-8391 ROBIN LUNSFORI
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 PRODUCT APPROVALS:
 VISTA WALL
 ACTION: DENIED
  
 THE PREVIOUS REVIEW WAS FOR DOORS TESTED
 BY HURRICANE TESTING LAB. THE REPORT WAS
 ALSO TESTED FOR LARGE MISSLE IMPACT.
 THE RESUBMITTAL SUBMITTED, HAS THE
 SITE SPECIFIC CITY FORM, BUT MISSING THE
 ORIGINAL HURRICANE TESTING LAB REPORT
 FOR LARGE MISSLE TESTING. THE HURRICANE
 TESTING LAB REPORT PLUS THE SITE SPECI-
 FIC FORM ARE BOTH REQUIRED.
 1606.4.1(1) TESTING FOR LARGE MISSLE
 IMPACT. 1707.4.1 DESIGN PRESSURES.
 THE DESIGN PROFESSIONAL OF RECORD
 SHALL SIGN/SEAL AND DATE THE RIGHT SIDE
 OF THE SITE SPECIFIC FORM.
 THE DESIGN PROFESSIONAL ALSO HAS THE
 OPTION OF A COVER LETTER WHICH THEY
 WOULD SIGN AND SEAL WITH THE SPECIAL
 INSTALLATION REQUIREMENTS.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status F Date 2003-09-22 Cont ID  
Sent By csiegber Date 2003-10-06 Time 14:05 Rev Time 0.50
Received By jwitmer Date 2003-09-22 Time 16:58 Sent To  
Notes
2003-09-22 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02091306
 ADD: 3600 N. AUSTRALIAN AV
 CONT: HEDRICK BROTHERS
 TEL: (561)662-8391/ROBIN LUNSFORI
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 SHOP DRAWINGS
 ACTION: DENIED
  
 SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD.
 HURRICANE TESTING LAB REQUIRES SITE
 SPECIFIC TESTING, THE REQUIRED CITY FORM
 FOR PRODUCTS THAT DO NOT HAVE SBCCI OR
 DADE COUNTY TESTING IS ATTACHED. THE ENG
 INEER FOR THE TESTING LAB FILLS OUT THE
 LEFT SIDE OF THE FORM, THE DESIGN
 PROFESSIONAL FOR THE SITE FILES OUT THE
 RIGHT SIDE BOTH SEALING THEIR INFORMA-
 TION PROVIDED. THE ARCHITECT OF RECORD
 OR THE STRUCTURAL ENGINEER MAY FILL OUT
 THE RIGHT SIDE OF THE FORM.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2003-08-05 Cont ID  
Sent By csiegber Date 2003-09-22 Time 14:23 Rev Time 2.25
Received By jwitmer Date 2003-08-05 Time 11:13 Sent To  
Notes
2003-08-05 00:00:00TRUSS REVIEW OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2003-07-14 Cont ID  
Sent By alange Date 2003-07-31 Time 11:33 Rev Time 0.33
Received By jwitmer Date 2003-07-14 Time 10:35 Sent To  
Notes
2003-07-14 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02091306
 ADD: 3600 AUSTRALIAN AV
 CONT: HEDRICK BROTHERS
 TEL: (561)662-8391
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
  
 SHOP DRAWINGS: TO BE REVIEWED BY THE
 DESIGN PROFESSIONAL STAMPED REVIEWED OR
 REVIEWED WITH CORRECTIONS BEFORE SUB-
 MITTING TO THE BUILDING DEPARTMENT.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2003-05-16 Cont ID  
Sent By shernand Date 2003-07-07 Time 15:48 Rev Time 0.33
Received By jwitmer Date 2003-05-16 Time 07:30 Sent To  
Notes
2003-05-16 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02091306
 ADD: 3600 N AUSTRALIAN AVE
 CONT: HEDRICK BROTHERS
 TEL: (561) 662-8391
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 REVISION: SK-1 4-30-03
  
 ACTION: DENIED
  
 1) THE FOUNDATION WORK IS OK TO CONTINUE
 THE PROBLEM IS NOT ENOUGH INFORMATION,
 ON THE PLAN. CAPTAIN MIKE CARCELLO
 THOUGHT A MEETING WITH GEORGE BENAVETAS
 WOULD BE HELPFUL IN DISCUSSING THE
 EXITING ISSUES AT HAND.
  
 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)659-8096 X 8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2003-03-18 Cont ID  
Sent By shernand Date 2003-05-12 Time 11:33 Rev Time 3.00
Received By jwitmer Date 2003-03-18 Time 14:05 Sent To  
Notes
2003-03-18 00:00:00 
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT# 02091306
 ADDRESS: 3600 N AUSTRALIAN AVE
 CONT: HEDRICK BROTHERS
 TELL # (561) 242-4303
  
 THE ATTACHED COMMENTS ARE PART OF THE
 PERMIT AND PLAN REVIEW PACKAGE AND ARE
 NOT TO BE REMOVED FROM THE ISSUED SET OF
 PLANS.104.2.1.2 ADMINISTRATIVE CODE.
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2003-02-11 Cont ID  
Sent By jwitmer Date 2003-02-11 Time 10:17 Rev Time 0.75
Received By jwitmer Date 2003-02-11 Time 10:17 Sent To  
Notes
2003-02-11 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02091306
 ADD: 3600 AUSTRALIAN AVENUE
 CONT: HEDRICK BROTHERS
 TEL: (561)659-2383
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 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.
  
 A RESIDENT INSPECTOR TO BE SIGNED
 ON BEFORE PERMIT MAY BE ISSUED.
  
 JIM WITMER
 (561)659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-02-07 Cont ID  
Sent By jwitmer Date 2003-02-07 Time 12:49 Rev Time 2.25
Received By jwitmer Date 2003-02-07 Time 12:49 Sent To  
Notes
2003-02-07 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02091306
 ADD: 3600 N AUSTRALIAN AVE
 CONT: HEDRICK BROTHERS
 TEL: (561)242-4303
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 NOTE:
  
 PLANS ARE TO BE SUBMITTED TO PALM BEACH
 COUNTY FOR IMPACT FEES, ****PLANS ARE TO
 BE STAMPED*****
  
 RESIDENT INSPECTOR TO BE SIGNED ON WITH
 THE CONSTRUCTION SERVICES DEPARTMENT BE-
 FORE PERMIT MAY BE ISSUED.
  
 VOIDED PAGES ARE TO BE RREMOVED FROM
 PLANS & ONE SET OF OLD PLANS TO BE
 SUBMITTED SEPERTAELY WITH PLANS.
  
 DOOR OPENINGS 3/100 AND 4/100 WITH
 SIDELIGHTS AND TRANSOM, MULLION REPORT
 WILL NOT MEET THE PRESSURE REQUIREMENTS!
 OPENING IS SO LARGE THERE IS NO INFORMAT
 ION FOR THIS SIZE OPENING.
  
 JIM WITMER
 BUILDING PLAN REVIEW
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-12-19 Cont ID  
Sent By jwitmer Date 2002-12-19 Time 11:58 Rev Time 3.00
Received By jwitmer Date 2002-12-19 Time 11:58 Sent To  
Notes
2002-12-19 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02091306
 ADD: 3600 AUSTRALIAN
 CONT: HEDRICK & BROWN
 TEL: (561)662-8049 GENE GIBSON
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) COMMENT #1, FROM FIRST REVIEW DEALS
 WITH THE REQUIREMENTS FOR " THRESHOLD
 BUILDINGS", REG SUBMITTED A DEC 18TH,
 IT HAS BEEN DETERMINED BY THE BUILDING
 OFICIAL THAT THIS BUILDING EVEN WITH THE
 REVISION HAS THE CAPACITY TO BE A
 THRESHOLD BUILDING BECAUSE THE FOOT-
 PRINT. ONCE A PERMIT IS ISSUED THE STRUC
 TURE IS UP A REVISION COULD COME IN
 DELETING THE SIDE ENTRY DOORS, THE
 AMOUNT OF SQ FT IN THIS BUILDING AND
 USAGE REQUIRES A "THRESHOLD INSPECTOR"
 AND A STRUCTURAL INSPECTION PLAN.
 FL S. S. 553.71(7)
 105.13.1 ADMINISTRATIVE CODE
  
 2) 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.
 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.
 MISSING REPORTS:
 A) FIXED & CASEMENT
 B) EXTERIOR DOORS
 C) MULLIONS
 D) ROOFING ASSEMBLIES
 IF NO PRODUCT APPROVALS OR CERTIFI-
 CATE OF COMPLIANCE W/ REFRENCED ENGIN-
 EERING DRAWINGS ARE NOT SUBMITTED WITH
 THE PERMIT APPLICATION , THEN A SEPERATE
 PERMIT WILL BE REQUIRED FOR THE PROTEC-
 TION DEVICE/ ASSEMBLY AND NO CERTIFICATE
 OF OCCUPANCY SHALL BE ISSUED UNTIL
 INSTALLATION OF GLAZING PROTECTION IS
 COMPLETE. FROM CITY IMPLEMENTATION
 STANDARD FOR HURRICANE MISSLE IMPACT
 PROTECTION.(17)
  
 3)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.
  
 4)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.
  
 5)1503.4.2 OVERFLOW DRAINS SHALL BE
 THE SAME SIZE AS ROOF DRAINS, INSTALLED
 WITH THE INLET FLOW LINE LOCATED 2"
 ABOVE THE LOWEST POINT OF THE ROOF LINE.
 OVERFLOW SCUPPERS SHALL BE A MINIMUM OF
 4"IN HEIGTH AND SHALL BE PLACED IN WALLS
 OR PARARETS WITH THE INLET FLOW LINE
 NOT LESS THAN 2" ABOVE THE ROOF SURFACE.
 SHEET A-3.0/ A-9.0 SECTION 8
 INDICATE THROUGH THE WALL DRAINS AND
 ROOF SCUPPER, THE PLAN DOES NOT INDICATE
 THE SECONDARYEMERGENCY OVERFLOW,
 WHICH THE BOTTOM OF THE EMERGENCY OVER-
 FLOW IS TO BE A MINIMUM OF 2" ABOVE THE
 ROOF DECK AND NOT OVER 4" ABOVE THE ROOF
 NO EMERGENCY OVERFLOW ILLUSTRATED!
  
 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. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING 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
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-10-24 Cont ID  
Sent By sgraham Date 2002-12-10 Time 10:28 Rev Time 5.00
Received By jwitmer Date 2002-10-24 Time 08:28 Sent To  
Notes
2002-10-24 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02091306
 ADD: 3600 AUSTRALIAN AVE
 CONT: HEDRICK BROTHERS
 TEL: (561)242-4303
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1)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.
  
 2) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 SUBMIT SOILS REPORT WITH THE MINIMUM
 SAFE BEARING CAPACITY.
  
 3) THE PLANS DO NOT INDICATE THE USE OF
 FIRE SPRINKLERS, FBC 903.7.2.4 REQUIRES
 ASSEMBLY OCC WITH AN OCCUPANCY LOAD
 GREATER THAN 300 PERSONS TO HAVE FIRE
 SPRINKLER PROTECTION. SEE EXCEPTIONS!
  
 4) FBC 10.19.10.1.4. ASSEMBLY OCCUPANCY
 > 200 PERSONS REQUIRE SEATS TO BE FAST-
 ENED TO THE FLOOR.
  
 5) 1019.7.2. FBC ASSEMBLY OCCUPANCY,EACH
 DOOR IN A MEANS OF EGRESS FROM AN AREA
 OF GROUP A OCC. REQUIRES PANIC HARDWARE
 OR FIRE EXIT HARDWARE.
  
 6) TABLE 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION; PROVIDE INFORMATION
 BASED ON INTERIOR FINISH REQUIREMENTS
 BASED ON OCCUPANCY
  
 7)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 WILL THE BLDG BE USED FOR ANYTHING OTHER
 THAN RELIGIOUS SERVICES? THIS MAY ENACT
 OTHER CODE SECTIONS? FL ACCESSIBILITY
  
 8)PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION.
  
 9)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.
  
 10)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. MISSING REPORTS:
 A) WINDOWS, FIXED OR CASEMENT
 B) EXTERIOR DOORS
 C) MULLIONS
 D) ROOF ASSEMBLIES
  
 11) 1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS.
  
 12) 1707.4.4.1 ANCHOR REQUIREMENTS:
 WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR
 ED IN ACCORDANCE WITH THE PUBLISHED
 MANUFACTURER'S RECOMMENDATIONS TO
 ACHIEVE THEDESIGN PRESSURE SPECIFIED.
 SUBSTITUTE ANCHORING SYSTEM USED FOR
 THE SUBSTRATE NOT SPECIFIED BY THE
 FENESTRATION MANUFACTURER SHALL PROVIDE
 EQUAL OR GREATER ANCHORING AS DEMONSTRA-
 TED BY ACCEPTED ENGINEERING PRACTICES.
  
 1707.4.4.2 WINDOW BUCKS TO BE A MINIMUM
 1 1/2" OR WINDOWS SHALL BE FASTENED TO
 THE STRUCTURAL SUBSTRATE.
  
 13) 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.
  
 14) 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.
  
 15) STRUCTURAL PAGES INDICATE FOR ROOF
 SHEATHING SEE NOTES ON S-9. NOTE WOOD
 6-E INDICATES TO COMPLY WITH 2322.2
 WHICH IS FOR HIGH WIND REGIONS, DADE &
 BROWARD COUNTIES.
 SEE PALM BEACH COUNTY AMENDMENTS
 TABLE 2306.1 FOR FASTENING SCHEDULE.
 SEE "LOCAL CONDITIONS"AND FISCAL IMPACT
 FOLLOWING TABLE 2309.3A.
 THE NAILING SCHEDULE IS GOOD FOR
 HEIGHTS TO 35', ABOVE THIS THE ENGINEER
 OF RECORD SHALL INDICATE THE NAILING
 SCHEDULE. THE BEAM OF THE BELL TOWER IS
 AT 37'-8",ROOF SHEATHING ABOVE.
  
 16)1503.4.2 OVERFLOW DRAINS SHALL BE
 THE SAME SIZE AS ROOF DRAINS, INSTALLED
 WITH THE INLET FLOW LINE LOCATED 2"
 ABOVE THE LOWEST POINT OF THE ROOF LINE.
 OVERFLOW SCUPPERS SHALL BE A MINIMUM OF
 4"IN HEIGTH AND SHALL BE PLACED IN WALLS
 OR PARARETS WITH THE INLET FLOW LINE
 NOT LESS THAN 2" ABOVE THE ROOF SURFACE.
  
 17) 1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 18)1511.7 ROOF MOUNTED MECHANICAL UNIT
 S SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGTH IN ACCORDANCE WITH TABLE 1511.7.
  
 19) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-6.4 VS S-2, BELL TOWER,
 SHEET S-2 BELL TOWER DETAIL INDICATES A
 BEAM TB-7 @ ELEVATION +20'-0". THE A-6.4
 INDICATES A BEAM @ 29"-0" NOT MENTIONED
 IN STRUCTURAL BEAM SCHEDULE. THIS SEC-
 TION IS NOT CLEAR 10/S-5, IS THIS INDICA
 TING RB-12 AND TRUSSES, IS SECTION SHOW-
 ING TRUSSES CANTILEVERED OVER A BEAM @
 ELE. 129'?
 STRUCTURAL DETAIL, A CUT SECTION LABEL-
 ING ALL BEAMS & COL. WITH ELE. WOULD BE
 HELPFUL.
  
 THE STRUCTURAL DETAIL AND ARCHITECTURAL
 DETAILS DO NOT MATCH, A-6.4 INDICATES
 CONCRETE BEAM BELL TOWER SUPPORTED BY
 4X8 WOOD BEAM???????????
  
 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. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING 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
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2003-10-22 Cont ID  
Sent By dpalmer Date 2003-10-22 Time 14:51 Rev Time 0.33
Received By dpalmer Date 2003-10-22 Time 14:51 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2003-02-11 Cont ID  
Sent By dpalmer Date 2003-02-11 Time 06:00 Rev Time 0.75
Received By dpalmer Date 2003-02-11 Time 06:02 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-12-06 Cont ID  
Sent By dpalmer Date 2002-12-06 Time 07:03 Rev Time 1.00
Received By dpalmer Date 2002-12-06 Time 07:03 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-10-07 Cont ID  
Sent By dpalmer Date 2002-10-07 Time 16:44 Rev Time 2.00
Received By dpalmer Date 2002-10-07 Time 16:44 Sent To  
Notes
2002-10-07 00:00:00**************** UNSAT ************
  
 1)NOTE: PLEASE NOTE TITLE BLOCK MUST
 CONTAIN LICENSE # FOR ENGINEER OF
 RECORD. PER FAC. 61G15-23.002
  
 2)NOTE: PLEASE CLARIFY LOCATION OF REQ`D
 GFI FOR A/C UNIT OUTSIDE PER 210-63
  
 3)NOTE: PLEASE NOTE CLEARENCE PER 110-26
 FOR PANEL "B". SHOWN W/ COUNTERTOP
 INFRONT OF PANEL.
  
 4)NOTE: PLEASE NOTE IF THERE ARE GOING
 TO BE ANY LOW VOLTAGE/ SOUND SYSTEM
 INSTALLED. PLANS WILL BE REQ`D NOW OR
 SUBMITTED AT TIME OF APPLICATION FOR
 PERMIT.
  
 5)NOTE: PLEASE NOTE RISER DIAGRAM SHOWS
 AN EQUIPMENT GROUNDING CONDUCTOR BETWEEN
 GUTTER AND MAIN DISC`S. PLEASE NOTE,
 NO EQUIPMENT GRND IS INSTALLED DUE TO
 PARALELLING THE NEUTRAL. PER 250-24
  
 6)NOTE: PLEASE SUBMIT THE AIC RATING FOR
 MAIN DISC`S. MAINS/PANELS/BRKRS/ ALL
 MUST BE RATED FOR THE AVAILABLE FAULT
 CURRENT. PER 110-9.
  
 7)NOTE: PLEASE SHOW LOCATION OF SERVICE
 ON BLDG.
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2003-11-10 Cont ID  
Sent By mamini Date 2003-11-10 Time 13:40 Rev Time 0.50
Received By mamini Date 2003-11-10 Time 13:40 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2003-01-28 Cont ID  
Sent By csiegber Date 2003-11-10 Time 11:13 Rev Time 1.00
Received By mamini Date 2003-01-28 Time 08:04 Sent To  
Notes
2003-01-28 00:00:001. PLEASE SEE PERMIT # 03011996 FOR
 CIVIL AND SITE WORKS PERMITTING.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2002-09-30 Cont ID  
Sent By mamini Date 2002-09-30 Time 09:23 Rev Time 4.00
Received By mamini Date 2002-09-30 Time 09:22 Sent To  
Notes
2002-09-30 00:00:00FAILED:
 1. A SEPARATE PERMIT APPLICATION AND
 FEES FOR CIVIL SITE AND UNDERGROUND
 UTILITIES WILL BE REQUIRED.
 2. PLEASE NOTE THAT ALL DRIVEWAY
 APPROACHES MUST BE CONSTRUCTED PER CITY
 OF WEST PALM BEACH STANDARD AND REQUIRE-
 MENTS.
 3. PLEASE SHOW WATER AND SEWER
 CONNECTIONS FOR THE PROPOSED BUILDING,
 A BACKFLOW PREVENTER ANDCLEAN OUTS ON
 SEWER LATERAL WILL BE REQUIRED.
 4. ALL PARKING STALLS MUST BE STRIPED,
 USING DOUBLE 4", PER CITY OF WEST PALM
 BEACH REQUIREMENTS.
 5. PLEASE VERIFY THE STORM WATER CALC.
 AND THE ELEVATIONS AS SHOWN ON SHEET 1
 OF 2 AND COMPARE WITH DETAILS ON SHEET
 2 OF 2.ALSO VERIFY THE CONTROL ELEV.
 AND INVERTS ON ENTIRE PREFORATED PIPE.
 6. A GARBAGE ENCLOSURE THAT COMPLIES
 WITH CITY REQUIREMENT SHOULD BE PROVIDED
 IF CITY PICK-UP.
 7. CITY OF WPB' STANDARDS AND DETAILS
 MAY BE OBTAINED FROM PUBLIC UTILITIES
 659-8040 EXT. 2306, MANNY GONZALEZ.
 8. SEVICE AVAILABILITIES AND LOCATIONS
 FOR BACKFLOW PREVENTERS,METERS SHOULD BE
 COORDINATED WITH PUBLIC UTILITIES,
 659-8040 EXT. 2306 MANNY GONZALEZ.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2003-10-28 Cont ID  
Sent By nmccray Date 2003-10-28 Time 14:53 Rev Time 0.00
Received By nmccray Date 2003-10-28 Time 14:52 Sent To  
Notes
2003-10-28 00:00:00REVISION DATED 10-21-03 OK
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2003-10-03 Cont ID  
Sent By mcarsill Date 2003-10-03 Time 14:49 Rev Time 0.00
Received By mcarsill Date 2003-10-03 Time 14:49 Sent To  
Notes
2003-10-03 00:00:001) BUILDING ADDRESS NOTED ON PAGE A-5.0.
 NUMERALS SHALL BE AT LEAST 6" HIGH.
  
 2) NO LOCKS ARE ALLOWED ON DOORS
 EQUIPPED WITH PANIC HARDWARE.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2003-02-13 Cont ID  
Sent By nmccray Date 2003-02-13 Time 09:44 Rev Time 0.00
Received By nmccray Date 2003-02-12 Time 09:44 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2002-12-12 Cont ID  
Sent By mcarsill Date 2002-12-12 Time 11:46 Rev Time 0.00
Received By mcarsill Date 2002-12-12 Time 11:46 Sent To  
Notes
2002-12-12 00:00:001) NO OTHER LOCKING DEVICES ALLOWED
 ON EXIT DOORS EXCEPT PANIC HARDWARE.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2002-10-03 Cont ID  
Sent By mcarsill Date 2002-10-03 Time 10:24 Rev Time 0.00
Received By mcarsill Date 2002-10-03 Time 10:24 Sent To  
Notes
2002-10-03 00:00:001)
 1) BUILDING ADDRESS REQUIRED. MINIMUM 6"
 NUMERALS REQUIRED.
  
 2) THE CHURCH OCCUPANT LOAD EXCEEDS 300
 PERSONS AND REQUIRES FIRE SPRINKLER
 PROTECTION UNLESS YOU MEET ONE OF
 THE EXCEPTIONS. PLEASE VALIDATE WHAT
 EXCEPTIONS YOU MEET TO EXCLUDE FIRE
 SPRINKLER PROTECTION.
  
 3) PANIC HARDWARE REQUIRED ON ALL
 EXIT DOORS SUBJECT TO AN OCCUPANCY
 OF 100 OR MORE PERSONS.
  
 4) PLEASE INDICATE ON PLANS THAT THE
 PEWS SHOWN ON THE DRAWINGS WILL BE
 FIXED TO THE FLOOR.
  
 5) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATION INFORMATION FOR THE
 WALLS AND CEILINGS OF THE BUILDING.
  
 6) PLEASE INDICATE HANDICAPPED SEATING.
  
 7) ALL STAIRS AND AND RAMPS ARE REQUIRED
 TO HAVE HANDRAILS ON BOTH SIDES.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 15 Status N Date 2003-12-10 Cont ID  
Sent By csiegber Date 2003-12-10 Time 11:54 Rev Time 0.00
Received By csiegber Date 2003-12-10 Time 11:54 Sent To  
Notes
2003-12-10 00:00:00TO COMM BD#15
Review Stop I INCOMING/PROCESSING
Rev No 14 Status N Date 2003-11-26 Cont ID  
Sent By csiegber Date 2003-11-26 Time 11:03 Rev Time 0.00
Received By csiegber Date 2003-11-26 Time 11:03 Sent To P
Notes
2003-11-26 00:00:00TO KS BOX/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 13 Status N Date 2003-11-17 Cont ID  
Sent By csiegber Date 2003-11-17 Time 08:16 Rev Time 0.00
Received By csiegber Date 2003-11-17 Time 08:16 Sent To  
Notes
2003-11-17 00:00:00TO COMM BD#30
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2003-11-10 Cont ID  
Sent By csiegber Date 2003-11-10 Time 11:13 Rev Time 0.00
Received By csiegber Date 2003-11-10 Time 11:13 Sent To ENG
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2003-10-22 Cont ID  
Sent By csiegber Date 2003-10-22 Time 10:14 Rev Time 0.00
Received By csiegber Date 2003-10-22 Time 10:14 Sent To  
Notes
2003-10-22 00:00:00TO COMM BD#21
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2003-10-06 Cont ID  
Sent By csiegber Date 2003-10-06 Time 14:05 Rev Time 0.00
Received By csiegber Date 2003-10-06 Time 14:05 Sent To B
Notes
2003-10-06 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2003-09-22 Cont ID  
Sent By csiegber Date 2003-09-22 Time 14:23 Rev Time 0.00
Received By csiegber Date 2003-09-22 Time 14:23 Sent To B
Notes
2003-09-22 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2003-09-16 Cont ID  
Sent By csiegber Date 2003-09-16 Time 14:20 Rev Time 0.00
Received By csiegber Date 2003-09-16 Time 14:20 Sent To  
Notes
2003-09-16 00:00:00ON COMM BD#62
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2003-07-31 Cont ID  
Sent By alange Date 2003-07-31 Time 11:33 Rev Time 0.00
Received By alange Date 2003-07-31 Time 11:33 Sent To B
Notes
2003-07-31 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2003-07-07 Cont ID  
Sent By shernand Date 2003-07-07 Time 15:48 Rev Time 0.00
Received By shernand Date 2003-07-07 Time 15:48 Sent To B
Notes
2003-07-07 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-06-06 Cont ID  
Sent By shernand Date 2003-06-06 Time 08:18 Rev Time 0.00
Received By shernand Date 2003-06-06 Time 08:18 Sent To B
Notes
2003-06-06 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-05-12 Cont ID  
Sent By shernand Date 2003-05-12 Time 11:33 Rev Time 0.00
Received By shernand Date 2003-05-12 Time 11:33 Sent To B
Notes
2003-05-12 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-05-08 Cont ID  
Sent By shernand Date 2003-05-08 Time 13:58 Rev Time 0.00
Received By shernand Date 2003-05-08 Time 13:58 Sent To  
Notes
2003-05-08 00:00:00COMM BOARD #16
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-02-04 Cont ID  
Sent By dpalmer Date 2003-02-04 Time 12:30 Rev Time 0.00
Received By dpalmer Date 2003-02-04 Time 12:30 Sent To  
Notes
2003-02-04 00:00:00TO COMM BOARD #37 NEW SHEETS
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-11-15 Cont ID  
Sent By dpalmer Date 2002-11-15 Time 16:27 Rev Time 0.00
Received By dpalmer Date 2002-11-15 Time 16:27 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2003-12-10 Cont ID  
Sent By pkrauss Date 2003-12-10 Time 15:22 Rev Time 0.33
Received By pkrauss Date 2003-12-10 Time 15:22 Sent To P
Notes
2003-12-10 00:00:00FAXED COPY OF ENG LTR TO CLARIFY SYSTEM
 1 HAS THE SAME SPECIFICATIONS AS SYSTEM
 2 AND 3.HARD COPY TO FOLLOW BY FED-EX
 TO THE ARCHITECT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2003-11-24 Cont ID  
Sent By pkrauss Date 2003-11-24 Time 08:14 Rev Time 0.55
Received By pkrauss Date 2003-11-24 Time 07:58 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2003-10-17 Cont ID  
Sent By pkrauss Date 2003-10-17 Time 06:51 Rev Time 0.40
Received By pkrauss Date 2003-10-17 Time 06:50 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2003-02-12 Cont ID  
Sent By pkrauss Date 2003-02-12 Time 10:32 Rev Time 0.35
Received By pkrauss Date 2003-02-12 Time 10:01 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-12-05 Cont ID  
Sent By pkrauss Date 2002-12-05 Time 12:35 Rev Time 1.30
Received By pkrauss Date 2002-12-05 Time 11:03 Sent To  
Notes
2002-12-05 00:00:00PLAN SHEET M-3 ROOF CURB DETAIL,
 "RTU CURB TO WITHSTAND A 110 MPH WIND
 AS PER SFBC".SPOKE WITH RAJA BUCHANAN,
 P.E. HE WILL FAX A COPY OF A DETAIL WITH
 CORRECT CODE REFERENCE & WIND SPEED
 (FBC & 140 MPH). 3 HARD COPIES TO
 FOLLOW.12-5-02PHK
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2002-10-11 Cont ID  
Sent By pkrauss Date 2002-10-10 Time 15:14 Rev Time 3.00
Received By pkrauss Date 2002-10-10 Time 10:36 Sent To  
Notes
2002-10-10 00:00:00FAN SHUTDOWN BY DUCT SMOKE DETECTOR
 REQUIRES NOTIFICATION TO ALARM STROBE
 IN NORMALLY OCCUPIED AREAS OR A SUPER-
 VISORY SIGNAL TO BE INDICATED AT A
 CONSTANTLY ATTENDED LOCATION OR CAUSES
 AN ALARM SIGNAL. NFPA 90A 4-4.4.3 &
 4-4.4.2.
  
 2001 FBC(M) 306.5, WHERE EQUIPMENT AND
 APPLIANCES REQUIRING ACCESS ARE
 INSTALLED ON ROOFS OR ELEVATED
 STRUCTURES AT A HEIGHT EXCEEDING 16 FT,
 SUCH ACCESS SHALL BE PROVIDED BY A
 PERMANENT APPROVED MEANS OF ACCESS.
 SUCH ACCESS SHALL NOT REQUIRE CLIMBING
 OVER OBSTRUCTIONS GREATER THAN 30
 INCHES.PLAN SHEET A-3.0 - ROOFPLAN
 KEYNOTES #8 MAINTENANCE ACCESS HATCH,
 NO #8 IDENTIFIED ON PLAN.
  
 CONDENSATE SHALL DISCHARGE A MINIMUM OF
 12" AWAY FROM THE BUILDING STRUCTURE AS
 PER 2001 FBC 1503.4.4.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 5 Status P Date 2003-12-11 Cont ID  
Sent By pschmitz Date 2003-12-11 Time 08:42 Rev Time 1.00
Received By pschmitz Date   Time   Sent To  
Notes
2003-12-11 00:00:00KNEE WALL INSTALLED IN RM # 104 FAMILY
 RM TO COMPLY WITH W/C 18" OFF WALL.PES
Review Stop P PLUMBING
Rev No 4 Status P Date 2003-12-09 Cont ID  
Sent By pkrauss Date 2003-12-10 Time 15:22 Rev Time 0.33
Received By kstevens Date 2003-12-09 Time 09:01 Sent To  
Notes
2003-12-09 00:00:00SUBMITTAL OK - WATER TEST RESULTS
Review Stop P PLUMBING
Rev No 3 Status N Date 2003-10-18 Cont ID  
Sent By csiegber Date 2003-11-26 Time 11:03 Rev Time 0.25
Received By kstevens Date 2003-10-18 Time 13:29 Sent To  
Notes
2003-10-18 00:00:00NO PLUMBING REVISIONS SUBMITTED
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-12-14 Cont ID  
Sent By kstevens Date 2002-12-14 Time 15:37 Rev Time 0.50
Received By kstevens Date 2002-12-14 Time 15:37 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2002-10-12 Cont ID  
Sent By kstevens Date 2002-10-12 Time 15:34 Rev Time 1.50
Received By kstevens Date 2002-10-12 Time 15:34 Sent To  
Notes
2002-10-12 00:00:00DENIED
 REFERENCE: FBC-2001 CHAPTER 11
 FBC-2001 PLUMBING
  
 1) SHT A-2.1 HANDICAP STALL MEN'S REST
 ROOM, WATER CLOSET CAN NOT INTRUDE INTO
 THE CLEAR FLOOR SPACE FOR HDCP LAV.
 2) SHT A10.1 DETAIL #2, FLUSH CONTROLS
 TO BE ON CLEAR SIDE OF W/C SEC 11-4.16.5
 3) SHT A10.1 DETAIL #4, TOILET ROOM TO
 BE ADAPTABLE. 11-4.1.3(11). PLEASE SHOW
 DETAILS. W/C TO BE 18" OFF WALL, SHOW
 BACKING FOR GRAB BARS, LAV TO BE ABLE TO
 BE SET AT 34" ECT.
 4) SHT A10.1 DETAIL #3, 1 URNAL TO BE
 HDCP PER 11-4.22.5. SHOW HEIGHT SECTION
 11-4.18.2, AND CLEAR FLOOR SPACE SECTION
 11-4.18.3.
 5) SHT P.1 SINK IN SACRISTY SHALL DRAIN
 TO SANITARY. SECTION 301.3
 6) SHTS P.2/P.3 RELIEF VALVE DRAIN SHALL
 NOT BE TRAPPED. SECTION 504.7.1
 7) SHT P.3 WATER RISER DIAGRAM, WATER
 HEATER SHALL REQUIRE THERMAL EXPANSION
 CONTROL. SECTION 607.3.2
 SHT P-3 WATER RISER DIAGRAM, WATER HAMM-
 ER ARRESTORS REQUIRED BY SECTION 604.9
 SHALL BE LOCATED NEAR THE FIXTURES IN AN
 "EFFECTIVE RANGE", NOT AT THE TOP OF THE
 DROP IN CEILING AS SHOWN PER PDI-WH 201
 AND MANUFACTURE INSTALLATION INSTRUCTION
 8) SEPARATE IRRIGATION PERMIT AND PLANS
 ARE REQUIRED. PLUMBING CONTRACTOR SHALL
 PROVIDE A VALVE AND ADAPTOR FOR IRRG.
 CONTRACTOR.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 2 Status P Date 2002-12-10 Cont ID  
Sent By sgraham Date 2002-12-10 Time 10:28 Rev Time 0.25
Received By sgraham Date   Time   Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2002-09-26 Cont ID  
Sent By dpalmer Date 2002-11-15 Time 16:27 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2002-09-26 00:00:00DENIED, NEED LEVEL I SITE PLAN REVIEW
 SENT TO BLDG 9-26-02


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