Plan Review Details - Permit 06100149
Plan Review Stops For Permit 06100149
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2007-08-16 Cont ID  
Sent By kconrad Date 2007-08-16 Time 18:40 Rev Time 0.00
Received By rkussner Date 2007-08-16 Time 18:08 Sent To  
Notes
2007-08-16 18:40:07REVIEWED WIND LOAD CALCULATIONS FOR LIGHT POLES.

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2007-04-19 Cont ID  
Sent By lmartine Date 2007-04-19 Time 15:55 Rev Time 0.00
Received By lmartine Date 2007-04-19 Time 15:55 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-01-31 Cont ID  
Sent By jwitmer Date 2007-01-31 Time 17:24 Rev Time 2.22
Received By jwitmer Date 2007-01-31 Time 17:24 Sent To  
Notes
2007-01-31 17:25:57PERMIT: 06100149
 ADD: 512 SPENCER DRIVE
 CONT: HUNTER CONSTRUCTION
 TEL: (561)239-8351
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2NDREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2) PROVISO: COMMENT # 5 FROM THE PREVIOUS REVIEW:THE
 COVERED PORTE COCHERE IS NOT PART OF THIS PERMIT BUT
 PLEASE PROVIDE
 THE CLEAR HEIGHT UNDER THE CANOPY TO COMPLY WITH:
 11-4.6.5 VERTICAL CLEARANCES.
 PROVIDE MINIMUM VERTICAL CLEARENCE OF
 114 INCHES AT ACCESSIBLE PASSENGER LOADING ZONES.
  
 3) 2ND REQUEST COMMENT # 6 FROM THE PREVIOUS REVIEW,
 THE COVERED PORTECOCHERE IS NOT PART OF THIS PERMIT
 BUT
 PLEASE TAKE NOTE
 OF DETAIL B/ A-6. THE SIDE WALKIS 5'-3" WIDE AND THE
 COLUMNS ARE NOT
 DIMENSIONED FOR THE PORTE COCHERE BUT SCALE OUT TO BE
 2'-0" WIDE
 LEAVING ONLY 3'-3" OF SIDEWALK 44" IS THE MINIMUM FOR A
 MEANS OF AN
 ACCISSIBLE ROUTE AND MEANS OF EGRESS .
 SHEET C-1 SECTION A-A INDICATES THE SIDEWALK TO BE A
 5'-0" WIDE SIDEWALK,
 IF THE COLUMNOF THE PORT COCHERE IS 2'-0" WIDE THE
 REMAINING SIDEWALK WILL BE LESS
 THAN THE 44" WIDE FOR AN ACCESSIBLE MEANS OF EGRESS.
  
 4 ) 2ND REQUEST, COMMENT # 7 FROM THE PREVIOUS REVIEW,
 THE RESPONSE INDICATED SEE C-2, THERE IS A
 SECTION THROUGH "G-G" THERE IS NO RAMP NOR HANDRAIL
 DEPICTED?
 SHEET A-4 INDICATES ON THE WEST SIDE OF THE EXISTING
 ALUMNI BLDG.
 DISABLED PARKING SPACES WITH A NEW ACCESS AISLE,
 LEADING TO WHAT
 APPEARS TO BETHE ENTRANCE OF THE BUILDING WITH
 STAIRS, BUT NO RAMP.
 ACCESSIBLE PARKING SPACESSERVING A PARTICULAR
 BUILDING SHALL BE
 LOCATED ON THE SHORTEST SAFELY ACCESSIBLE ROUTE OF
 TRAVEL FROM
 ADJACENT PARKING TO AN ACCESSIBLE ROUTE.
  
 5) PROVISO: COMMENT # 10 FROM THE PREVIOUS REVIEW:
 SHEET A-6 THE PLANS INDICATE A CHANGE OF GRADE OF
 1/2"
 OUT OF A 2 STORY CBS ADDITION,
 11-4.5.2 CHANGES IN LEVEL.
 CHANGES IN LEVEL UP TO ? INCHES (6 MM) MAY BE VERTICAL
 AND WITHOUT
 EDGE TREATMENT [SEE FIGURE 11-7 (C)]. CHANGES IN LEVEL
 BETWEEN ? INCH
 AND ? INCH (6 MM AND 13 MM) SHALL BE BEVELED WITH A
 SLOPE NO GREATER
 THAN 1:2 [SEE FIGURE 11-7 (D)]. CHANGES IN LEVEL
 GREATER THAN ? INCH (13 MM)
 SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES
 WITH
 SECTION 11-4.7 OR 11-4.8 .
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-11-14 Cont ID  
Sent By jwitmer Date 2006-11-14 Time 07:28 Rev Time 3.33
Received By jwitmer Date 2006-11-14 Time 07:16 Sent To  
Notes
2006-11-14 11:27:32BUILDING PLAN REVIEW
 PERMIT: 06100149
 ADD: 512 SPENCER DRIVE
 CONT: HUNTER CONSTRUCTION
 TEL: (561)239-8351
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2) GEORGE F. WHITE A.I.A. AND ASSOCIATES, INC. DOES NOT
 INDICATE THE FIRMS
 CERTIFICATE OF AUTHORIZATION IN THE TITLEBLOCK: 481.219
 F.S.CERTIFICATE OF
 AUTHORIZATION.THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ARCHITECT
 PRACTICING UNDER A FICTITIOUS NAME, A
 CORPORATION, OR A PARTNERSHIP, OFFERING ARCHITECTURAL
 SERVICES, SHALL INCLUDE
 THE CERTIFICATE OF AUTHORIZATION
 NUMBER.ADD THE NUMBER TO EACH SHEET.
 THIS MAY BE ADDED BY HAND.
 FL ADMINISTRATIVE CODE 61G1-16.004 TITLE BLOCK
 INFORMATION REQUIRED 1-6.
  
 3) PLEASE PROVIDE ADDITIONAL INFORMATION ONTHE PERMIT
 APPLICATION DESCIPTION OF PROJECT, ARE PHASE I AND
 PHASE II
 PART OF THIS PERMIT? 106.1.2* ADDITIONAL INFORMATION
 REQUIRED.
  
 4)A-3 & DETAIL B/ A-6 BOTH INDICATE A NEW COVERED
 PORTE COCHERE DROP OFF ZONE:
 3A) DETAIL B DOES INDICATE A NEW PORTE COCHERE BUT THE
  
 DROP OFF ZONE IS NOT HIGHLIGHTED, SIZE PROVIDED NOR
 SLOPE OF GRADE INDICATED.
 11-4.6.6
 11-4.6.6 PASSENGER LOADING ZONES.
 PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE
 AT LEAST 60 INCHES
 (1525 MM) WIDE AND 20 FEET (6096 MM) LONG ADJACENT AND
 PARALLEL TO THE
 VEHICLE PULL-UP SPACE (SEE FIGURE 11-10 ). IF THERE
 ARE CURBS BETWEEN
 THE ACCESS AISLE AND THE VEHICLE PULL-UP SPACE, THEN A
 CURB RAMP
 COMPLYING WITH SECTION 11-4.7 SHALL BE PROVIDED.
 VEHICLE STANDING
 SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE
 SLOPES NOT
 EXCEEDING 1:50 (2 PERCENT) IN ALL DIRECTIONS.
  
 5) THE COVERED PORTE COCHERE IS NOT PART OF THIS PERMIT
 BUT PLEASE PROVIDE
 THE CLEAR HEIGHT UNDER THE CANOPY TO COMPLY WITH:
 11-4.6.5 VERTICAL CLEARANCES. PROVIDE MINIMUM VERTICAL
 CLEARENCE OF
 114 INCHES AT ACCESSIBLE PASSENGER LOADING ZONES.
  
 6) THE COVERED PORTECOCHERE IS NOT PART OF THIS
 PERMIT BUT PLEASE TAKE NOTE
 OF DETAIL B/ A-6. THE SIDE WALKIS 5'-3" WIDE AND THE
 COLUMNS ARE NOT
 DIMENSIONED FOR THE PORTE COCHERE BUT SCALE OUT TO BE
 2'-0" WIDE
 LEAVING ONLY 3'-3" OF SIDEWALK 44" IS THE MINIMUM FOR A
 MEANS OF AN
 ACCISSIBLE ROUTE AND MEANS OF EGRESS .
  
 7) SHEET A-4 INDICATES ON THE WEST SIDE OF THE EXISTING
 ALUMNI BLDG.
 DISABLED PARKING SPACES WITH A NEW ACCESS AISLE,
 LEADING TO WHAT
 APPEARS TO BETHE ENTRANCE OF THE BUILDING WITH
 STAIRS, BUT NO RAMP.
 ACCESSIBLE PARKING SPACESSERVING A PARTICULAR
 BUILDING SHALL BE
 LOCATED ON THE SHORTEST SAFELY ACCESSIBLE ROUTE OF
 TRAVEL FROM
 ADJACENT PARKING TO AN ACCESSIBLE ROUTE.
  
 8) SHEET A4 AND C-2 AGAIN ON THE WEST SIDE OF THE
 ALUMNI BLDG. THERE
 APPEARS TO BE A DROP OFF ZONE, NOT LABELED AS SUCH BUT
 THE SIDEWALK IS
 DROPPED IN THIS AREA, BUTDOESN'T LEAD TO ANY
 ACCESSIBLE ROUTE?
  
 9)C-10 DETAIL# 10 INDICATES AN ACCESSIBLE CURB CUT,
 BUT THIS IS NOT THE DETAIL
 INDICATED ON THE WEST SIDE OF THE ALUMNI BLDG.
  
 10) SHEET A-6 THE PLANS INDICATE A CHANGE OF GRADE OF
 1/2"
 OUT OF A 2 STORY CBS ADDITION,
 11-4.5.2 CHANGES IN LEVEL.
 CHANGES IN LEVEL UP TO ? INCHES (6 MM) MAY BE VERTICAL
 AND WITHOUT
 EDGE TREATMENT [SEE FIGURE 11-7 (C)]. CHANGES IN LEVEL
 BETWEEN ? INCH
 AND ? INCH (6 MM AND 13 MM) SHALL BE BEVELED WITH A
 SLOPE NO GREATER
 THAN 1:2 [SEE FIGURE 11-7 (D)]. CHANGES IN LEVEL
 GREATER THAN ? INCH (13 MM)
 SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES
 WITH
 SECTION 11-4.7 OR 11-4.8 .
  
 11) SHEET A-4 THE 3 NEW PARKING SPACES JUST TO THE
 SOUTH OF THE NEW
 2 STORY ADDITION ARE MISSING A DISABLED PARKING SPACE.
  
 11-4.6.2 LOCATION.
 ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING
 SHALL BE
 LOCATED ON THE SHORTEST SAFELY ACCESSIBLE ROUTE OF
 TRAVEL FROM
 ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. 11-4.1.2(5)
 PARKING SPACES: REQUIRED.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
  
  
  

Review Stop E ELECTRICAL
Rev No 5 Status P Date 2007-09-13 Cont ID  
Sent By btrobaug Date 2007-09-13 Time 17:25 Rev Time 0.00
Received By btrobaug Date 2007-09-13 Time 17:12 Sent To PC
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 4 Status N Date 2007-07-03 Cont ID  
Sent By dpalmer Date 2007-07-03 Time 16:37 Rev Time 0.00
Received By dpalmer Date 2007-07-03 Time 16:37 Sent To B
Notes
2007-07-03 16:38:22WIND LOAD CALCULATIONS SENT TO BUILDING.

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2007-04-10 Cont ID  
Sent By dpalmer Date 2007-04-10 Time 12:11 Rev Time 0.00
Received By dpalmer Date 2007-04-10 Time 12:04 Sent To Z
Notes
2007-04-10 12:14:52PLANS REMOVED FROM ZONING FOR REVIEW AND SENT BACK TO
 ZONING.
  
 ELEC OK, STAMPED.

Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-01-16 Cont ID  
Sent By dpalmer Date 2007-01-16 Time 12:17 Rev Time 0.00
Received By dpalmer Date 2007-01-16 Time 11:15 Sent To  
Notes
2007-01-16 12:18:21** UNSAT 2ND REVIEW **
  
  
 *** PLEASE SEE NEW PLANS SUBMITTED WHICH IS NOW BEING
 REVIEWED FOR THE FIRST TIME.
  
  
 1) NOTE: PLEASE SEE FLORIDA ADMINISTRATIVE CODE
 61G15-23.002, FLORIDA STATUTES 471.023 FOR MISSING
 INFORMATION REQUIRED ON TITLE BLOCKS FOR ELECTRICAL
 SHEETS.
 PLEASE SEE THE MISSING CERTIFICATE OF AUTHORIZATION
 NUMBER ALSO KNOWN AT THE ENGINEERING BUS #.
  
 2) NOTE: PLEASE SEE THE RISER SHOWS AN EQUIPMENT
 GROUNDING CONDUCTOR FROM THE METER TO THE FIRST MEANS
 OF DISCONNECT WHICH IS PERMITTED PER 250.6 AND
 250.24B.
  
 3) NOTE: PLEASE SHOW ALL CONTINUOUS LOADS AT 125%.
 215.3, 230.42 ETC.
  
 ** THE WIND LOAD CALCULATIONS AND FIXTURE INFORMATION
 SEEMS TO BE OK, HOWEVER WILL HAVE FINAL REVIEW BY THE
 BUILDING REVIEWER.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-11-02 Cont ID  
Sent By dpalmer Date 2006-11-02 Time 11:26 Rev Time 0.00
Received By dpalmer Date 2006-11-02 Time 09:25 Sent To  
Notes
2006-11-02 11:31:14*** UNSAT *****
  
 1) NOTE: PLEASE SUBMIT ELECTRICAL PLANS FOR NEW OR
 EXISTING CIRCUITING, LT'S, FIXTURES ETC.
 PLEASE INDICATE WHERE AND HOW THESE ARE BEING FED FOR
 NEW LT POLES.
 PLEASE INCLUDE VOLTAGE DROP FOR ANY REQUIRED DISTANCE
 BRANCH CIRCUITS.
 FBC 106.1.2 ADMIN SECT, 2002 NEC., 220, 240.4, 310.16,
 408.4 ETC.
  
 2) NOTE: PLEASE SEE PLANS MENTIONS LIGHT POLE
 CALCULATIONS SHALL BE SUBMITTED , HOWEVER THIS IS
 REQUIRED AT THIS TIME IF UNDER THIS SCOPE OF WORK AND
 PERMITTING. PLEASE BE SURE THEY ARE SIGNED, DATED AND
 SEALED PER FS 471.025, PLEASE ALSO SEE FAC 61G15-23.002
 FOR TITLE BLOCKS NEEDED.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]

Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2007-04-12 Cont ID  
Sent By rchokshi Date 2007-04-12 Time 16:36 Rev Time 0.00
Received By rchokshi Date 2007-04-12 Time 16:36 Sent To  
Notes
***NONE***

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2006-11-16 Cont ID  
Sent By rchokshi Date 2006-11-16 Time 15:20 Rev Time 0.00
Received By rchokshi Date 2006-11-16 Time 15:02 Sent To  
Notes
2006-11-16 15:20:07PLEASE PROVIDE FOLLOWING INFO:
 1. CITY OF WPB STANDARD NOTES ON DRAWING FOR PARKING,
 HANDICAP PARKING, PAINTPER CITY CODES ETC.,, MUST
 MEET PER ADA,,SIDEWALK WIDTH, ITS SLOPE, DRIVEWAY
 ETC.,
 2. DUMPSTER DETAILS PER CITY OF WPB, &LOCATION ON
 DWG, MUST BE ACCESSIBLE FOR PICKUP TRUCK.
 3. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
 SIDEWALK ELEVATION MUST MEET FL BLDG CODE, PLEASE SHOW
 ON THE DRAWINGS.
 4. PLEASE PROVIDE A COPY OF SFWMD PERMIT
 5. PLEASE SHOW HOW DID YOU CALCULATE LENGTH OF
 EXFILTRATION TRENCH LENGTH,WHAT IS FACOR OF
 SAFETY?,WHAT CRITERIA YOU ASSUME , LIKE 1" OVER ENTIRE
 SITE OR2.5"CRITERIA, WHICH CRITERIA YOU USED.
 PLEASE SHOWUS STORM WATER CALCULATIONS.
 6. WHAT IS THE SITE AREA, PERVIOUS AREA, IMPERVIOUS
 AREA, PLEASE SHOW RUNOFF CAL & CRITERIA YOU USED.
 7. HOW YOU CONNECT TO THE STORM WATER PIPES DETAILS.
 PLEASE SHOW ALL STORM WATER PIPES AROUND YOUR SITE SO,
 WE CAN DETERMINE THE BEST PIPE TO CONNECT WITH THE
 STORM WATER FROM ALL OTHER STORM WATER PIPES. PLEASE
 SHOW DETAIL OF THE CONTROL STRUCTURES WITH ELEVATIONS.
 8. POLLUTION PREVENTION DETAILS,CLOTHES USED FOR SILT
 ETC., PLANS LIKE SHOWING SILT FENCE AROUND THE SITE
 9. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
 STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED
  
 PLEASE RESPOND EACH ITEM
  
 RASIK CHOKSHI 805-6723

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2007-04-13 Cont ID  
Sent By mwennerg Date 2007-04-13 Time 12:02 Rev Time 0.00
Received By mwennerg Date 2007-04-13 Time 12:02 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2007-02-13 Cont ID  
Sent By mawillia Date 2007-02-13 Time 12:13 Rev Time 0.00
Received By mawillia Date 2007-02-13 Time 12:12 Sent To  
Notes
2007-02-13 12:20:53****DENIED*****
  
  
  
 1.SHOW THE LOCATION OF FIRE HYDRANTS, FIRE DEPARTMENT
 CONNECTIONS, AND /OR ANY OTHER PERTINENT FIRE
 PROTECTION DEVICES IN THE PROPOSED WORK SITE AREA.
  
 2.ON SHEET A-1, UNDER APPLICABLE CODES FOR FIRE/LIFE
 SAFETY CODE, 2003 NFPA 101 AND 2004 FLORIDA FIRE
 PREVENTION CODE SHALL BE REFERENCED.
  
 3.WHEN/IF IT IS NECESSARY TO SHUT DOWN OR TO
 COMPROMISE THE FIRE PROTECTION SYSTEM/DEVICES DUE TO
 THE SCOPE OF WORK, THE FIRE DEPARTMENT SHALL BE
 NOTIFIED.THE AHJ SHALL HAVE THE AUTHORITY TO REQUIRE
 ALTERNATE MEASURES OF PROTECTION UNTIL THE SYSTEM IS
 RETURNED TO SERVICE.
  
 4.A FIRE DEPARTMENT ACCESS ROAD SHALL EXTEND WITHIN
 50FT OF A SINGLE EXTERIOR DOOR PROVIDING ACCESS TO THE
 INTERIOR OF THE BUILDING.THE AHJ SHALL BE AUTHORIZED
 TO REQUIRE ADDITIONAL FIRE PROTECTION IF THE SCOPE OF
 WORK COMPROMISES THIS ACCESSIBILITY.
  
 5.DEAD-END FIRE DEPARTMENT ACCESS ROADS IN EXCESS OF
 150FT IN LENGHT SHALL BE PROVIDED WITH APPROVED
 PROVISIONS FOR THE TURNING AROUND OF FIRE APPARATUS.
  
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE EACH ITEM WAS ADDRESSED
  
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-12-06 Cont ID  
Sent By mawillia Date 2006-12-06 Time 14:44 Rev Time 0.00
Received By mawillia Date 2006-12-06 Time 14:44 Sent To  
Notes
2006-12-06 15:47:29*****DENIED*****
  
  
  
 1.SHOW THE LOCATION OF FIRE HYDRANTS, FIRE DEPARTMENT
 CONNECTIONS, AND /OR ANY OTHER PERTINENT FIRE
 PROTECTION DEVICES IN THE PROPOSED WORK SITE AREA.
  
 2.NFPA 1, THE UNIFORM FIRE CODE, 2003 EDITION CHAPTER
 18 SHALL BE REFERENCED.
  
 3.WHEN/IF IT IS NECESSARY TO SHUT DOWN OR TO
 COMPROMISE THE FIRE PROTECTION SYSTEM/DEVICES DUE TO
 THE SCOPE OF WORK, THE FIRE DEPARTMENT SHALL BE
 NOTIFIED.THE AHJ SHALL HAVE THE AUTHORITY TO REQUIRE
 ALTERNATE MEASURES OF PROTECTION UNTIL THE SYSTEM IS
 RETURNED TO SERVICE.
  
 4.A FIRE DEPARTMENT ACCESS ROAD SHALL EXTEND WITHIN
 50FT OF A SINGLE EXTERIOR DOOR PROVIDING ACCESS TO THE
 INTERIOR OF THE BUILDING.THE AHJ SHALL BE AUTHORIZED
 TO REQUIRE ADDITIONAL FIRE PROTECTION IF THE SCOPE OF
 WORK COMPROMISES THIS ACCESSIBILITY.
  
 5.DEAD-END FIRE DEPARTMENT ACCESS ROADS IN EXCESS OF
 150FT IN LENGHT SHALL BE PROVIDED WITH APPROVED
 PROVISIONS FOR THE TURNING AROUND OF FIRE APPARATUS.
  
 6.ALL PAVEMENT ROAD SYSTEMS SHALL BE CAPABLE OF
 SUPPORTING AND MAINTAINING 32 TONS FOR FIRE APPARATUS.
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE EACH ITEM WAS ADDRESSED
  
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722

Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2008-01-18 Cont ID  
Sent By adarroug Date 2008-01-18 Time 12:46 Rev Time 0.00
Received By adarroug Date 2008-01-18 Time 12:46 Sent To Z
Notes
2008-01-18 12:47:05TO "Z" BOX/REV

Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2007-09-12 Cont ID  
Sent By btrobaug Date 2007-09-12 Time 09:41 Rev Time 0.00
Received By btrobaug Date 2007-09-12 Time 09:41 Sent To E
Notes
2007-09-12 09:42:26 
  
 TO MY DESK./WRT.

Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-07-02 Cont ID  
Sent By adarroug Date 2007-07-02 Time 09:09 Rev Time 0.00
Received By adarroug Date 2007-07-02 Time 09:09 Sent To E
Notes
2007-07-02 09:09:48TO "DPALMER" DESK/SUBMITTAL

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-03-29 Cont ID  
Sent By dpalmer Date 2007-03-29 Time 18:43 Rev Time 0.00
Received By dpalmer Date 2007-03-29 Time 18:43 Sent To  
Notes
2007-04-02 17:12:36TO COMM BOARD # 59
2007-03-29 18:43:14WAITING FOR COMM BOARD.

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-01-05 Cont ID  
Sent By adarroug Date 2007-01-05 Time 12:17 Rev Time 0.00
Received By adarroug Date 2007-01-05 Time 12:17 Sent To  
Notes
2007-01-19 09:33:00TO "COMM" BD#16
2007-01-05 12:18:06WAITING FOR "COMM" BD

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-10-31 Cont ID  
Sent By adarroug Date 2006-10-31 Time 16:19 Rev Time 0.00
Received By adarroug Date 2006-10-31 Time 16:19 Sent To  
Notes
2006-11-01 16:50:27TO "COMM" BD#27
2006-10-31 16:24:41WAITING FOR "COMM" BD

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-12-06 Cont ID  
Sent By mawillia Date 2006-12-06 Time 15:49 Rev Time 0.00
Received By mawillia Date 2006-10-06 Time 13:05 Sent To  
Notes
2006-10-06 00:00:00TO "Z" BOX

Review Stop L LANDSCAPING
Rev No 1 Status P Date 2008-01-22 Cont ID  
Sent By rkussner Date 2008-01-22 Time 14:08 Rev Time 0.00
Received By rkussner Date 2008-01-22 Time 14:07 Sent To PC
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2007-02-12 Cont ID  
Sent By rregueir Date 2007-02-12 Time 14:47 Rev Time 0.00
Received By rregueir Date 2007-02-12 Time 14:47 Sent To  
Notes
2007-02-12 14:47:56NO PLAN REVIEW REQUIRED. SITE WORK PLANS ONLY.

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-11-02 Cont ID  
Sent By pkrauss Date 2006-11-02 Time 07:21 Rev Time 0.00
Received By pkrauss Date 2006-11-02 Time 07:20 Sent To  
Notes
2006-11-02 07:32:15DENIED:
 PERMIT APPLICATION INDIATES ADDITIONAL PARKING LOT.
 PLAN SHEET A-4 INDICATES NEW 2 STORY CBS ADDITION.IS
 THIS UNDER A SEPARATE PERMIT?
  
 NO MECHANICAL PLANS SUBMITTED PERTAINING TO MECHANICAL.
 PLAN SHEET A-4 AND A-6 SHOW AN "A/C COURTYARD".WAS
 THIS SUBMITTED FOR REFERENCE ONLY?PLEASE INDICATE IF
 THIS AREA IN "ENCLOSED" WITH A ROOF.PLEASE NOTE PER
 2004 FMC 304.9, EQUIPMENT INSTALLED AT GRADE LEVEL
 SHALL BE SUPPORTED ON A LEVEL MINIMUM 3" CONCRETE SLAB
 OR OTHER APPROVED MATERIAL EXTENDING A MINIMUM OF 2"
 ABOVE THE ADJOINING FINISHED GRADE.PLEASE PROVIDE
 ANCHORING DETAIL.
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT PATTY KRAUSS
 AT (561)805-6719 OR E-MAIL [email protected].

Review Stop Z ZONING
Rev No 3 Status P Date 2007-04-12 Cont ID  
Sent By jroach Date 2007-04-12 Time 11:13 Rev Time 0.00
Received By jroach Date 2007-04-12 Time 11:12 Sent To  
Notes
2007-04-12 11:13:10***PROVISO***
  
 1) ALL EXISTING CABBAGE PALMS SHALL BE RELOCATED, NOT
 REMOVED, ON THE SITE.
  
 2) THE ENTRANCE DRIVE, BETWEEN SPENCER DRIVE AND THE
 CROSS-WALK FROM THE FUTURE ADDITION, SHALL CONSIST OF
 PAVERS OR STAMPED CONCRETE.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.

Review Stop Z ZONING
Rev No 2 Status F Date 2007-01-31 Cont ID  
Sent By jroach Date 2007-01-31 Time 08:37 Rev Time 0.00
Received By jroach Date 2007-01-31 Time 08:37 Sent To  
Notes
2007-01-31 09:17:09***FAILED***
  
 THE COMMENTS BELOW WERE EITHER NOT ADDRESSED UPON
 RESUBMITTAL, OR RESULT FROM MODIFICATIONS THAT WERE
 MADE TO THE ORIGINAL PLANS.
  
 1) AS THE SITE PLAN AND LANDSCAPE PLANS HAVE CHANGED
 SINCE APPROVAL OF RESOLUTION NO. 270-06, A MINOR DSI
 AMENDMENT SHALL BE SUBMITTED TO, AND APPROVED BY, THE
 PLANNING AND ZONING DEPARTMENT.PLEASE CONTACT ME FOR
 MORE INFORMATION REGARDING THIS MATTER.
  
 2) THE SIGNS SHALL BE SUBMITTED UNDER A SEPARATE PERMIT
 APPLICATION AND WILL BE REVIEWED AT THAT TIME.
  
 3) AS A FOLLOW-UP TO PREVIOUS DISCUSSIONS, HAS THERE
 BEEN ANY FURTHER CONSIDERATION OF INSTALLING A PAVER
 ENTRANCEWAY?
  
 4) MANY OF YOUR NOTES ARE REFERENCING DETAILS USING THE
 INCORRECT SHEET #.VERIFY ALL OF YOUR REFERENCES AND
 ADJUST ACCORDINGLY.
  
 5) PLEASE CLARIFY HOW THE GATE ON THE PARKING LOT TO
 THE NORTH OF THE EXISTING ALUMINUM BUILDING WILL
 FUNCTION.IT APPEARS THAT IF IT SLIDES OPEN TO THE
 SOUTH, IT WILL IMPEDE WITH THE ADJACENT PARKING AND
 SIDEWALK.
  
 6) ARE YOU NO LONGER PROPOSING A GATE ACROSS THE
 DRIVEWAY, ISOLATING THE STUDENT PARKING ENTRANCE/EXIT
 FROM THE GUEST PARKING AND PARENT DROP-OFF/PICK-UP?
 PLEASE CLARIFY AS THIS GATE IS STILL SHOWN ON THE CIVIL
 PLANS.
  
 7) THE GATE AT THE NORTH END OF THE PARENT
 DROP-OFF/PICK-UP LOOP WILL INTERFERE WITH THE PARKING
 DRIVE ISLE TO THE SOUTH IF SLID OPEN TO THE
 SOUTH...HOWEVER, THE DETAIL SHOWS IT SLIDING IN BOTH
 DIRECTIONS FROM THE MIDDLE.
  
 8) THE GATE A SPENCER DRIVE AND THE SOUTHERN ROADWAY
 INTO THE PROPERTY SHALL NOT CROSS THE PROPERTY LINE.
 THE ARROW INDICATES THAT IT WILL BE OPENING FULLY TO
 THE SOUTH...HOWEVER, THE DETAIL SHOWS IT SLIDING IN
 BOTH DIRECTIONS FROM THE MIDDLE.WHICH PERMIT WILL
 THIS WORK BE DONE UNDER?IT IS NOT INDICATED WITH
 EITHER PHASE I, NOR PHASE II.
  
 VERIFY THE CLEARANCE TO OPEN ALL GATES AND ADJUST THE
 SLIDE ARROWS ON THE SITE PLANS ACCORDINGLY.
  
 9) IN REGARD TO THE PARKING LOT OT THE SOUTH OF THE
 EXISTING 2-STORY ALUMINUM BUILDING...SHEET A-5 LABELS
 THIS AS NEW ASPHALT, BUT IT IS NOT HATCHED AS SUCH.
  
 10) ON THE ARCHITECTURAL PLANS AND LANDSCAPE PLANS, THE
 STOP BAR AND STOP SIGN AT THE EXIT TO SPENCER DRIVE
 SHALL BE MOVED BEHIND THE EXISTING SIDEWALK.THE CIVIL
 PLANS SHOW THIS CORRECTLY.
  
 11) THE CIVIL PLANS AND ARCHITECTURAL PLANS SHOW AN
 EXISTING CHAIN-LINK FENCE ALONG SPENCER DRIVE AND
 SEQUOIA DRIVE.THIS IS NOT SHOWN ON THE SURVEY AND IS
 NOT ON THE PROPERTY.
  
 12) THE PAVEMENT MARKING PLAN SHOWS THE PARENT DROP-OFF
 AS TWO-WAY TRAFFIC...THIS IS TO BE 2 LANES GOING
 ONE-WAY NORTH.ADJUST PLAN ACCORDINGLY.
  
 13) THE LANDSCAPE PLANS DO NOT MATCH THE NEW, REVISED
 SITE PLAN.PLEASE ENSURE THAT ALL PLANS ARE CONSISTENT
 AND ACCURATELY REFLECT EACH OTHER.
  
 PRIOR TO ISSUANCE OF A PERMIT FOR THE ADDITION - A
 5-FOOT WIDE LANDSCAPE ISLAND SHALL BE PROVIDED ON THE
 WEST END OF THE PARKING ROW LOCATED SOUTH OF THE
 ADDITION.THIS HAS BEEN REMOVED SINCE THE ORIGINAL
 SUBMITTAL.
  
 QUESTIONS/COMMENTS, PLEASE CONTACT JOHN ROACH, SENIOR
 PLANNER, AT (561) 822-1435.

Review Stop Z ZONING
Rev No 1 Status F Date 2006-10-30 Cont ID  
Sent By jroach Date 2006-10-30 Time 11:51 Rev Time 0.00
Received By jroach Date 2006-10-30 Time 11:51 Sent To I
Notes
2006-10-30 12:05:48***FAILED***
  
 1) PLEASE CLARIFY ON THE PERMIT APPLICATION WHAT
 IMPROVEMENTS ARE A PART OF THIS PERMIT.ARE ALL
 IMPROVEMENTS ASSOCIATED WITH PHASE I INCLUDED?IS THE
 PORTION OF THE PARKING LOT SHOWN IN PHASE II INCLUDED?
 IF THIS PERMIT CORRESPONDS WITH JUST PHASE I, PLEASE
 INDICATE SUCH ON THE PROJECT DESCRIPTION.
  
 2) PROVIDE A VERTICAL DIMENSION FOR DETAIL E, SHEETT
 A-5.
  
 3) DETAIL F, SHEET A-5 SHOWS A 6 FOOT HIGH GATE.WILL
 THIS BE USED IN THE 7 FOOT HIGH A/C ENCLOSURE?THE A/C
 COURTYARD PLAN DETAIL (SHEE A-6) INDICATES SUCH.
  
 4) THE COLUMNS FOR THE PORTE COCHERE APPEAR TO IMPEDE
 INTO THE SIDEWALK/ACCESSIBLE ROUTE.
  
 5) IN REGARD TO THE PARKING LOT TO THE NORTH OF THE
 EXISTING TWO-STORY ALUMINUM BUILDING... SHEET A-3
 LABELS THIS AS A EXISTING ASPHALT, BUT IS HATCHED AS
 NEW.SHEET A-4 LABELS THIS AS NEW ASPHALT, BUT NOT
 HATCHED AS SUCH.PLEASE CLARIFY AND MAKE CONSISTENT.
 IF THIS IS NEW, THE DRIVE ISLES SHALL CONFORM TO THE
 MINIMUM WIDTH REQUIREMENTS (24 FEET).
  
 6) IN REGARD TO THE PARKING LOT TO THE SOUTH OF THE
 EXISTING TWO-STORY ALUMINUM BUILDING... SHEET A-4
 LABELS THIS AS NEW ASPHALT, BUT IT IS NOT HATCHED AS
 SUCH.
  
 7) ON THE ARCH. PLANS, THE STOP BAR AND STOP SIGN AT
 THE EXIT TO SPENCER DRIVE SHALL BE MOVED TO BEHIND THE
 EXISTING SIDEWALK.CIVIL PLANS SHOW THIS CORRECTLY.
  
 8) CIVIL PLANS SHOW AN EXISTING CHAIN-LINK FENCE ALONG
 SPENCER DRIVE AND SEQUOIA DRIVE.THIS IS NOT SHOWN ON
 THE SURVEY OR ARCH. PLANS.
  
 9) PAVEMENT MARKING PLAN SHOWS THE PARENT DROP-OFF AS
 TWO-WAY TRAFFIC...THIS IS TO BE TWO LANES GOING ONE-WAY
 NORTH.
  
 10) THE PARKING STALL DETAILS ON SHEET C10 SHALL
 CONFORM TO THE MINIMUM REQUIREMENTS (I.E.
 DOUBLE-STRIPING).
  
 QUESTIONS/COMMENTS, PLEASE CONTACT JOHN ROACH, SENIOR
 PLANNER, AT (561) 822-1435.


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