Plan Review Details - Permit 01061036
Plan Review Stops For Permit 01061036
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2003-04-08 Cont ID  
Sent By jwitmer Date 2003-04-08 Time 16:04 Rev Time 0.25
Received By jwitmer Date 2003-04-08 Time 16:04 Sent To  
Notes
2003-04-08 00:00:00SHOP DRAWINGS /GLAZED OPENINGS/ OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2002-07-29 Cont ID  
Sent By shernand Date 2003-04-02 Time 16:03 Rev Time 1.75
Received By jwitmer Date 2002-07-29 Time 12:03 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2002-03-27 Cont ID  
Sent By jwitmer Date 2002-03-27 Time 18:06 Rev Time 0.00
Received By jwitmer Date 2002-03-27 Time 12:22 Sent To  
Notes
2002-03-27 00:00:00STRUCTURAL REVISION #4 3/20/02 JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2001-11-06 Cont ID  
Sent By jwitmer Date 2001-11-06 Time 08:03 Rev Time 1.00
Received By jwitmer Date 2001-11-06 Time 08:03 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2001-10-02 Cont ID  
Sent By jwitmer Date 2001-10-02 Time 06:40 Rev Time 0.00
Received By jwitmer Date 2001-10-02 Time 12:22 Sent To  
Notes
2001-10-02 00:00:00BUILDING PLAN REVIEW
 ANDERSON - MOORE CONST CORP
 PERMIT # 01061036
 2505 METROCENTRE BLVD
  
 SBC= 1997 STANDARD BUILDING CODE
 SBC*= AMENDMENTS 1997 STANDARD BUILDING
 CODE
 FL ACC CODE= 1997 FLORIDA ACCESSIBILITY
 CODE
  
 COMMENTS : TYPE IV SUPROTECTED /
 SPRINKLERED
  
 1)- SHEET A1.1HANDICAPPED VAN PARKING
 STALL UNDER THE BUILDING:
 A)- FL ACC CODE 4.6.3 HANDICAPPED
 PARKING SPACES REQUIRE ACCESS
 AILES, FOR VAN PARKING THEY MUST
 BE 96" AS PER FIG.9(B).
 B)- VERTICAL CLEARENCES FOR AN ACCESSI
 BLE ROUTE FOR HANDICAPPED VANS
 MINIMUM 8'-2"(FL ACC 4.6.5).
 C)- 4.6.4 ADDITIONAL SSIGNAGE REQUIRED
 "VAN- ACCESSIBLE".
 D)- FL ACC CODE 4.6 PARKING & PASSEN-
 GER LOADING ZONES, (2) LOCATION:IN
 PARKING FACILITIES WHERE ACCESS-
 IBLE PEDESTRIAN CROSS WALKS ARE
 REQUIRED, THE SHORTEST SAFE ACCESS
 IBLE ROUTE OF TRAVEL TO AN ACCESS-
 IBLE PEDESTRAIN ENTRANCE OF THE
 PARKING FACILITY.
 E)- 4.7.7 DETECTABLE WARNINGS. A CURB
 RAMP SHALL HAVE A DETECTABLE WARN-
 ING COMPLYING WITH 4.92.2.
 F)- 4.7.1. LOCATION CURB RAMPS,
 (VAN ACCESSIBILITY) CURB RAMPS ARE
 TO COMPLY WITH FIG.11 (A) WITH
 FLARED SIDES.
  
 2)- SBC 1004.1.4 2ND FL.& 3RD FL. IF
 THESE ARE SINGLE TENANTS ON EITHER FLOOR
 THE DOORS INTO THE TENANT SPACE DO NOT
 MET THE REQUIREMENT OF 1/2 THE DIAGONAL
  
 3)- WHEN THE TENANT EGRESS DOORS ARE RE-
 DESIGNED TO MEET THE 1/2 THE DIAGONAL,
 NOTE THAT THE TENANT EGRESS DOORS AT THE
 SOUTH END OF THE ACCES CORRIDOR WILL
 NEED TO BE RECESSED TO ALLOW FOR THE
 ONE-HALF THE REQUIRED WIDTH DURING THE
 OPENING PROCESS.(SBC 1012.1.5).
  
 4)- SBC TABLE 600 :
 1ST FLOOR OVER 40% OPENINGS 20'/30'
 NORTH /EAST EXPOSURES
 2ND FLOOR OVER 40 % OPENINGS 20'/30'
 NORTH /EAST EXPOSURES
 3RD FLOOR OK
  
 5)- SHEET A2.1 DETAIL #3 SBC 1517.6.4.3.
 OVERFLOW SCUPPERS SHALL BE PLACED IN
 WALLS NOT LESS THAN 2" NOR MORE THAN 4"
 ABOVE THE ROOF DECK.
  
 6)- SBC 1204 RESTROOM LOCATION, REMEMBER
 THE 1/2 THE DIAGONAL FOR A SINGLE TENANT
 FOR EGRESS DOORS WHEN DESIGNING LOCATION
  
 7)- SHEET A6-3 INDICATES PENETRATIONS
 THROUGH RATED WALLS MISSING PENETRATIONS
 THROUGH RATED HORIZONTAL ASSEMBLIES
 (FLOORS, OR FLOOR/CEILING ASSEMBLIES)
 SBC 705.6.
  
 8)- A6.3 DETAILS 1-6 INDICATE THE BUCK
 ATTACHMENT INFO WILL BE ON THE STRUCTUR-
 AL PLANS, NO DETAILS ARE FOUND.
  
 9)- SHEET S5.5 DETAIL 10, WOOD FRAME
 SCREEN WALL @ 42'-0. TYPE IV BUILDING.
 EXTERIOR WALLSNON-COMBUSTIBLE.
  
 10)- SBC 1606.2.6.2COMPONENTS & CLADDING
 PRODUCT APPROVAL REPORTS WILLBE REQUIRED
 FOR ALL GLAZED OPENINGS, WINDOWS AND
 DOORS. IF THE GLAZED OPENINGS DO NOT
 HAVE LARGE MISSLE TESTING STORM SHUTTERS
 WILL BE REQUIRED.SEE THE CITIES MISSLE
 IMPACT PROTECTION STANDARDS, ITEM # 15
 AS TO RESTRICTIONS. SEE ATTACHMENT.
 (2) COPIES OF THE PRODUCT TESTING REPORT
 WILL BE REQUIRED, THE CITY RECONIZES
 THE SBCCI OR DADE COUNTY.
  
 11)- SBC 104.2.2 ADITIONAL INFO REQUIRED
 SHEET A6-3 DETAIL 3 SUN SCREEN, THE
 ATTACHMENT TO THE WALL? WHAT TYPE OF
 FASTENERS ARE TO BE USED? THE BOTTOM
 FASTENER IS JUST LOCATED INSIDE THE
 BOTTOM OF THE LINTEL.
  
 12)- SBC 1503.3.2. THE ROOFING ASSEMBLY
 IS REQUIRED TO MEET THE WIND ZONES,SHOW
 PRODUCT APPROVAL (2) COPIES.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-07-24 Cont ID  
Sent By jwitmer Date 2001-07-24 Time 07:55 Rev Time 0.00
Received By jwitmer Date 2001-07-24 Time 12:23 Sent To  
Notes
2001-07-24 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01061036
 ADDRESS: 2505 W METROCENTRE BLVD
 "PLAN REVIEW"
 ARCH SONG & ASSOC.
 TEL: (561) 655- 2423
 FAX: (561) 655- 1482
 SBC*= STANDARD BUILDING CODE AMENDMENTS
 1)- FLOOD ZONE: A-8 MINIMUM ELE. 16'-6"
 ELEVATION CERTIFICATE REQUIRED BEFORE
 C.O.
  
 2)- SBC 1804* SOIL REPOPRT WIWTH MINIMUM
 BEARING VALUES/ RECOMENDATIONS FOR
 SOILS.
  
 3)- S. S. 471 ENG: REQUIRES THAT (BOUN-
 DRY SURVEY) ENGINEERS WORK THAT WILL BE-
 COME PUBLIC RECORD BE SIGHED ,SEALED &
 DATED.
  
 4)- *******SBC 1004.1.4*************
 WHERE 2 OR MORE EXITS OR EXIT DOORS ARE
 REQUIRED, AT LEAST 2 OF THE EXITS OR
 EXIT ACCESS DOORS SHALLBE PLACED A DIS
 TANCE APART EQUAL TO NOT LESS THAN ONE
 HALF THE LENGTH OF THE MAXIMUM OVERALL
 DIAGONAL DIMENSION OF THE BUILDING OR
 AREA SERVED MEASURED IN A STRAIGHT LINE
 BETWEEN SUCH EXITS OR EXIT ACCESS DOORS.
  
 5)- THE SHEET A1-1 THE SECOND FLOOR PLAN
 ONLY DEPICTS ONE EXIT INTO 2 STAIRWELLS
 NOT REMOTE FROM ONE ANOTHER.
  
 6)- THE SAME SHEET SHOWS NO SECOND
 REMOTE EXIT.
  
 *******DO TO THE EXTREME CHANGE THAT
 WILL BE REQUIRED IN THE PLANS THE REVIEW
 IS DISCONTINUED, A THOROUGH REVIEW CAN
 NOT BE ACCOMPLISHED AT THIS TIME.*******
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096- X 8412
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2002-07-24 Cont ID  
Sent By dpalmer Date 2002-07-24 Time 07:22 Rev Time 0.00
Received By dpalmer Date 2002-07-24 Time 07:22 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2002-05-24 Cont ID  
Sent By dpalmer Date 2002-05-24 Time 06:32 Rev Time 0.00
Received By dpalmer Date 2002-05-24 Time 06:32 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2001-10-01 Cont ID  
Sent By pkrauss Date 2002-05-23 Time 08:24 Rev Time 0.00
Received By dpalmer Date 2001-10-01 Time 19:32 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-07-08 Cont ID  
Sent By dpalmer Date 2001-07-08 Time 14:28 Rev Time 0.00
Received By dpalmer Date 2001-07-08 Time 14:28 Sent To  
Notes
2001-07-08 00:00:00**************** UNSAT ****************
  
 1)NOTE: PLEASE PROVIDE CLARIFICATION ON
 #10 AWG FOR SITE LIGHTING AND VOLTAGE
 DROP.
  
 2)NOTE: PLEASE SEE E2-1. PLEASE NOTE
 THAT HDP SHOWS OCP FOR HP1A AT 200A`S
 AND PANEL SCHEDULE FOR HP1A IS SHOWN
 BEING RATED AT 150A`S. ALSO PLEASE
 NOTE WIRE SIZE IS SHOWN FOR 150A`S.
 PLEASE NOTE THAT ON HDP PANEL HP3A IS
 SHOWN AS 225A W/ 150A OCP AND WIRE
 RATED FOR 200A`S. SEEMS THAT OCP
 PROTECT-ION GOT CROSSED? PLEASE MAKE
 CORRECTIONS.
  
 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 4 Status P Date 2002-03-12 Cont ID  
Sent By mamini Date 2002-03-12 Time 16:03 Rev Time 1.00
Received By mamini Date 2002-03-12 Time 16:03 Sent To  
Notes
2002-03-12 00:00:00PASSED:
 1. REVISION TO CIVIL/ SITE PLANS
 AS SUBMITTED APPROVED.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2001-11-02 Cont ID  
Sent By mamini Date 2001-11-02 Time 09:32 Rev Time 1.00
Received By mamini Date 2001-11-02 Time 09:32 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2001-10-09 Cont ID  
Sent By mamini Date 2001-10-09 Time 15:51 Rev Time 3.00
Received By mamini Date 2001-10-09 Time 15:51 Sent To  
Notes
2001-10-09 00:00:00FAILED :
 1. ALL THE EXISTING PIPES SHOULD BE
 DIFFERENTIATED FROM NEW ONES.
 2. PLEASE SUBMIT TWO SETS OF CIVIL PLANS
 TO PUBLIC UTILITIES ENGINEERING SERVICES
 FOR ALL THE CONNECTIONS AND LOCATIONS
 OF THE BACKFLOW PREVENTERS, BACKFLOW
 PREVENTERS SHOULD BE LOCATED IN UE.
 3. GROUND SIGN IN UE SHOULD BE RELOCATED
 AND NO NEW SIGNS SHOULD BE PLACED IN UE.
 4. PLEASEVERIFY WITH PUBLIC UTILITIES
 ENGINEERING FOR LOCATION OF EXISTING 8"
 WATER MAIN IN SOUTH EAST CORNER OF THE
 PROPERTY, AS SHOWN, IT IS GOING THROUGH
 THE EXISTING INLET.
 5. PLEASE COORDINATE WITH LANDSCAPING
 ARCHITECT FOR LOCATIONS OF BACKFLOW
 PREVENTERS AND LANDSCAPING AROUND THEM.
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2001-07-03 Cont ID  
Sent By mamini Date 2001-07-03 Time 14:24 Rev Time 5.00
Received By mamini Date 2001-07-03 Time 14:23 Sent To  
Notes
2001-07-03 00:00:00FAILED:
 1. ANY WORK WITHIN PUBLIC R.O.W WILL
 REQUIRES A SEPARATE PERMIT.
 A. IF CITY, CITY ENGINEER'S OFFICE 659-
 8040
 B. IF COUNTY, PALM BEACH COUNTY
 2. ANY NEW CONNECTIONS TO CITY'S
 SERVICES WILL REQUIRE A SEPARATE PERMIT
 THROUGH PUBLIC UTILITIES ENGINEERING
 SERVICES DEPARTMENT. 659-8040
 3. PLEASE SUBMIT CALCULATIONS FOR STORM
 WATER FOR OUR REVIEW AND APPROVAL.
 4. SHEET C-1 REFERS TO 4/A1 FOR DUMPSTER
 ENCLOSURE, IT SHOULD REFER TO SP-1,
 PLEASE VERIFY.
 5. SHEET C-1 SHOWS 105 LF. 15" CAP
 CONNECTING THE CONTROL STRUCTURE (CB) TO
 EXISTING 8" WM, IT SHOULD BE CONNECTED
 TO EXISTING CB, PLEASE VERIFY.
 6. SHEET C-2 SHOWS THAT, EXISTING 6"SAN.
 SVC. CONNECTED TO EXISTING 8" WM.THIS
 LINE SHOULD BE 6" EXISTING WATER SVC.
 SEE SHEET C-1.
 7. A CLEAN-OUT WILL NEED TO BE INSTALLED
 IN THE SANITARY SEWER LATERAL ON THE
 PROPERTY, AT BACK OF THE SIDEWALK PER
 CITY REQUIREMENT.
 8. PLEASE PROVIDE DETAILS FOR
 EXFILTRATIONS PIPES.
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2002-08-09 Cont ID  
Sent By mcarsill Date 2002-08-09 Time 16:02 Rev Time 0.00
Received By mcarsill Date 2002-08-09 Time 16:02 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2002-03-15 Cont ID  
Sent By mcarsill Date 2002-03-15 Time 16:40 Rev Time 0.00
Received By mcarsill Date 2002-03-15 Time 16:40 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2001-11-01 Cont ID  
Sent By mcarsill Date 2001-11-01 Time 17:41 Rev Time 0.00
Received By mcarsill Date 2001-11-01 Time 17:41 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2001-10-09 Cont ID  
Sent By mcarsill Date 2001-10-09 Time 16:36 Rev Time 0.00
Received By mcarsill Date 2001-10-09 Time 16:36 Sent To  
Notes
2001-10-09 00:00:00THE EXIT STAIRS ARE REQUIRED TO BE
 SEPARATED BY AT LEAST 1/2 THE DIAGONAL
 DISTANCE. THE CODE REFERENCED IN YOUR
 RESPONSE 5-5.1.4 IN YOUR RESPONSE
 LETTER DEALS WITH INTERLOCKING STAIRS
 OR SCISSOR STAIRS. THE 1/3 RULE WILL
 APPLY IN THE FUTURE WHEN THE NEW FIRE
 CODE GOES INTO EFFECT NOT NOW. THE
 DOORS FROM THE TENANT SPACES ON THE
 SECOND AND THIRD FLOORS ARE NOT
 SEPARATED THE PROPER DISTANCES APART.
 THE CONCERN IS THAT WHEN TENANT PLANS
 ARE SUBMITTED IN THE FUTURE THEY WILL
 BE ABLE TO BE PERMITTED. NOTES ON THE
 PLANS INDICATES BATHROOMS WILL BE
 PROVIDED IN THE FUTURE. PLEASE PROVIDE
 SOME INDICATION WHERE THEY WILL BE
 LOCATED.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-06-21 Cont ID  
Sent By mcarsill Date 2001-06-21 Time 15:51 Rev Time 0.00
Received By mcarsill Date 2001-06-21 Time 15:51 Sent To  
Notes
2001-06-21 00:00:001) WRONG LIFE SAFETY CODE REFERENCED.
 SHOULD READ 1985 EDITION INSTEAD OF
 1997 EDITION.
 2) BUILDING ADDRESS REQUIRED PER CITY
 CODE REQUIREMENTS 3343-00.
 3) ALL UNDERGROUND FIRE LINES ARE TO
 BE LISTED FOR FIRE SERVICE AND COMPLY
 WITH NFPA 24. ALL UNDERGOUND FIRE LINES
 ARE TO BE PRESSURE TESTED IN ACCORDANCE
 WITH NFPA 25.
 4) IT APPEARS THAT THE EXIT STAIRS DO
 NOT MEET THE REQUIRED 1/2 DIAGONAL
 DISTANCE REQUIREMENT. PLEASE ADJUST
 LOCATIONS OF EXIT STAIRS TO MEET THESE
 MINIMUM CODE REQUIREMENTS.
 5) PLEASE PROVIDE INTERIOR FINISH
 CLASSIFICATION INFORMATION FOR COMMON
 AREAS WALLS AND CEILINGS.
 6) A TWO HOUR FIRE SEPARATION IS
 REQUIRED BETWEEN PARKING AREAS AND OTHER
 AREAS OF THE STRUCTURE.
 7) PLEASE INDICATE EXITING AREAS FROM
 THE PARKING AREA.
 8) DOORS 105,106,107,108,AND 101B ARE TO
 PROPERLY FIRE RATED SINCE THE WALL THEY
 ARE IN MUST BE AT LEAST TWO HOUR FIRE
 RATED.
 9) PLEASE PROVIDE UL NUMBER FOR WALL W3.
 10) STAIRS ARE TO COMPLY WITH NEW STAIR
 REQUIREMENTS 4,7,11, 44" WIDE OR 36"
 IF OCCUPANT LOADS ARE LESS THAN 50
 PERSONS.
 11) FIRE ALARM DIAGRAM NOTES INDICATE
 END OF LINE DEVICES ON EACH CIRCUIT.
 FIRE ALARM SYSTEM TO BE CLASS A OR
 FULLY ADDRESSABLE.
 12) NO HYDRAULIC CALCULATIONS PROVIDED
 WITH FIRE SPRINKLER DRAWINGS.
  
 CAPTAIN MIKE CARSILLO
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-04-02 Cont ID  
Sent By shernand Date 2003-04-02 Time 16:03 Rev Time 0.00
Received By shernand Date 2003-04-02 Time 16:02 Sent To B
Notes
2003-04-02 00:00:00JWITMER DESK
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2002-07-24 Cont ID  
Sent By pkrauss Date 2002-07-24 Time 11:40 Rev Time 0.45
Received By pkrauss Date 2002-07-24 Time 11:20 Sent To  
Notes
2002-07-24 00:00:00PROVISO:
  
 PLEASE NOTE PLAN SHEET M1-2, O.A.I. DUCT
 PENETRATING TENANT SPACE 201 REQUIRES
 A FIRE DAMPER AS PER 1997 SMC 610.1.3.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2002-05-23 Cont ID  
Sent By pkrauss Date 2002-05-23 Time 07:55 Rev Time 1.00
Received By pkrauss Date 2002-05-22 Time 12:29 Sent To E
Notes
2002-05-23 00:00:00PROVISO:
  
 PLAN SHEET M1-1 PLAN KEY NOTES #3
 CONDENSATE TO NEAREST CATCH BASIN.AS
 PER CHIEF PLUBMING INSPECTOR PAUL
 SCHMITZ, RELIEF VENT REQUIRED WHERE
 DRAIN EXITS THE BUILDING.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2001-11-19 Cont ID  
Sent By pkrauss Date 2001-11-19 Time 10:01 Rev Time 0.50
Received By pkrauss Date 2001-11-19 Time 08:49 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2001-10-08 Cont ID  
Sent By pkrauss Date 2001-10-08 Time 09:55 Rev Time 0.50
Received By pkrauss Date 2001-10-08 Time 09:55 Sent To  
Notes
2001-10-08 00:00:00*******************DENIED***************
  
  
 AS PER 1996 NFPA 90A 3-3.4.3 (F),
 SHAFTS THAT CONSTITUTE AIR DUCTS OR THAT
 ENCLOSE AIR DUCTS USED FOR THE MOVEMENT
 OF ENVIRONMENTAL AIR SHALL NOT ENCLOSE
 PIPING.REFRIGERANT LINES SHALL NOT
 SHARE THE SAME SHAFT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2001-07-24 Cont ID  
Sent By pkrauss Date 2001-07-24 Time 10:26 Rev Time 0.50
Received By pkrauss Date 2001-07-24 Time 10:03 Sent To  
Notes
2001-07-24 00:00:00********************DENIED**************
  
  
 PLEASE PROVIDE OUTSIDE AIR CALCULATIONS
 AS PER ASHRAE 62-89.
  
 CONDENSER UNIT STAND SHALL COMPLY WITH
 THE AMENDED 1997 SMC 304.2.5,
 MECHANICAL UNITS FOR NEWLY CONSTRUCTED
 BUILDINGS SHALL BE MOUNTED TO A HEIGHT
 SUFFICIENTLY ABOVE THE ROOF TO ALLOW
 THE INSTALLATION OF THE ROOF SYSTEM,
 AND FOR REPAIRS BENEATH THE UNIT.SUCH
 A MOUNTING HEIGHT SHALL BE A MINIMUM OF
 18 INCHES.
  
 CONDENSATE DRAINS ARE NOT DESIGNATED ON
 PLANS.PLEASE PROVIDE DETAIL OF
 CONDENSATE LINES AS WELL AS LOCATION OF
 TERMINATION.
  
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT
 PATTY KRAUSS AT 659-8096 EXT. 8388
 8388.
Review Stop P PLUMBING
Rev No 6 Status P Date 2002-07-22 Cont ID  
Sent By kstevens Date 2002-07-22 Time 14:33 Rev Time 0.00
Received By kstevens Date 2002-07-22 Time 14:33 Sent To  
Notes
2002-07-22 00:00:00REVISION OK - SCUPPERS ADDED - SINK ADD-
 ED - BLDG, STORM, WATER SERV., & COND.
 DRAINS LOCATIONS CHANGED - SINK W/WATER,
 SANT, VENT ADDED - RISERS REVISED.
Review Stop P PLUMBING
Rev No 5 Status P Date 2002-06-06 Cont ID  
Sent By kstevens Date 2002-06-06 Time 10:10 Rev Time 0.00
Received By kstevens Date 2002-06-06 Time 10:10 Sent To  
Notes
2002-06-06 00:00:00REVISION OK - REROUTE SANT. WATER AND
 STORM PIPING AND RISERS.
Review Stop P PLUMBING
Rev No 4 Status P Date 2001-11-21 Cont ID  
Sent By kstevens Date 2001-11-21 Time 13:08 Rev Time 0.50
Received By kstevens Date 2001-11-21 Time 13:07 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2001-11-13 Cont ID  
Sent By kstevens Date 2001-11-13 Time 14:12 Rev Time 0.50
Received By kstevens Date 2001-11-13 Time 14:12 Sent To  
Notes
2001-11-13 00:00:00DENIED
 REFERENCE: SPC-94 - MODEL COUNTYWIDE
 AMENDMENTS TO SPC-94
  
 1) WATER HEATERS ABOVE THE GROUND FLOOR
 SHALL HAVE A SAFTY PAN PER MCA TO SPC
 SEC 507.8.1.
  
 2) PAGE P1-3, FOOTNOTE. ALL PIPING TO AN
 INDIRECT SHALL DRAIN INTO A FLOOR SINK,
 NOT A FLOOR DRAIN. THE FLOOR SINK SHALL
 HAVE A TRAP PRIMER INSTALLED. PLEASE
 PROVIDE DETAILS. SPC SEC 804.5
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 2 Status F Date 2001-10-05 Cont ID  
Sent By kstevens Date 2001-10-05 Time 16:38 Rev Time 1.00
Received By kstevens Date 2001-10-05 Time 14:18 Sent To  
Notes
2001-10-05 00:00:00DENIED
 REFERENCE: SPC-94 - FACBC-97
  
 1) COMMENT #6 FROM PREVIOUS REVIEW, NOT
 ADDRESSED FOR RELIEF LINE (3/4") AND PAN
 DRAIN LINE (1"). PLEASE SHOW THESE ON
 PLANS.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT. 8377
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-07-11 Cont ID  
Sent By jleech Date 2001-07-11 Time 19:15 Rev Time 2.00
Received By pschmitz Date 2001-07-11 Time 19:15 Sent To  
Notes
2001-07-11 00:00:00DENIED;
  
 1.FIRE LINE TO BUILDING SHOULD HAVE A
 DETECTOR CHECK VALVE ASSEMBLY AS
 SHOWN ON PAGE C-4.
  
 2.DOMESTIC WATER TO BUILDING (3") PIPE
 SHALL HAVE A REDUCED PRESSURE,
 BACKFLOW PREVENTER. DETAIL NOT SHOWN.
  
 3.P1-1 SHOW CAULKULATIONS FOR ROOF AREA
 USING 4.5" RAIN FALL PER SPC FIG.
 1108.4. SHOW ADDITIONAL AREA (PARPAET
 WALLS)
  
 4.OVERFLOW SCUPPERS SHALL BE INSTALLED
 PER SBC 15.17.6.4.3 AND SIZED PER SPC
 SEC. 1109.3.
  
 5.BATHROOM FACILITIES ARE REQUIRED IN
 PUBLIC AREAS SPC SEC.401.2.2 AND
 407.2.2.
  
 6.FUTURE SANITARY, WATER, RELIEF AND PAN
 DRAIN LINES WOULD MAKE TENANT BUILD
 OUTS EASIER.
  
 7.SHOW RIZER DIAGRAMS FOR WATER,
 SANITARY AND STORM DRAINAGE.
  
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 659-8096 EXT. 8369
Review Stop Z ZONING
Rev No 1 Status P Date 2001-11-30 Cont ID  
Sent By sgraham Date 2001-11-30 Time 16:14 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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