Plan Review Details - Permit 11110429
Plan Review Stops For Permit 11110429
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2012-03-05 Cont ID  
Sent By jwitmer Date 2012-03-05 Time 09:32 Rev Time 0.00
Received By jwitmer Date 2012-03-05 Time 09:32 Sent To  
Notes
2012-03-05 09:28:51 
 BUILDING PROVISO:
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
 ADDITIONAL REVIEWS WITH ASSOCIATED FEES.
  
 1) NEW ELEVATION CERTIFICATE WILL BE REQUIRED BEFORE
 ISSUANCE SECTION F UNDER COMMENTS THE HAG/ LAG ARE
 REVERSED.3/05/2012 COMPLIED.
  
 2) ROOFING PRODUCT APPROVALS HAVE BEEN SUBMITTED BUT
 SUBSYSTEMS HAVE NOT BEEN HIGHLIGHTED, INHANCED
 FASTENING MAY BE REQUIRED ONCE SUBSYSTEM IS KNOWN.
  
 2A) NOA 09-1027.07
 CARLISLE SYNTEC INC.
 CARLISLE SURE-WELD SINGLE PLY TPO ROOF SYSTEMS OVER
 STEEL DECK
  
 2B) NOA 07-1023.09
 MONIER LIFETILE
 SPANISH "S" CONCRETE ROOF TILE
 PAGE 5-6 TYPE OF ATTACHMENT NOT CIRCLED, MOMENT UNKNOWN
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2012-02-02 Cont ID  
Sent By jwitmer Date 2012-02-02 Time 14:52 Rev Time 2.00
Received By jwitmer Date 2012-02-01 Time 16:38 Sent To  
Notes
2012-02-02 15:21:39PLANS WILL NOT BE STAMPED AT THIS TIME. NEW SHEETS WILL
 BE ADDED COMMENTS FROM FIRE. THE CONTRACTOR WILL NEED
 TO COLLATE PLANS INTO TWO SETS, PULL OUT ALL OLD SHEETS
 THAT HAVE BEEN SUPERCEDED.
  
 BUILDING PROVISO:
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
 ADDITIONAL REVIEWS WITH ASSOCIATED FEES.
  
 1) ROOFING PRODUCT APPROVALS HAVE BEEN SUBMITTED BUT
 SUBSYSTEMS HAVE NOT BEEN HIGHLIGHTED, INHANCED
 FASTENING MAY BE REQUIRED ONCE SUBSYSTEM IS KNOWN.
  
 1A) NOA 09-1027.07
 CARLISLE SYNTEC INC.
 CARLISLE SURE-WELD SINGLE PLY TPO ROOF SYSTEMS OVER
 STEEL DECK
  
 1B) NOA 07-1023.09
 MONIER LIFETILE
 SPANISH "S" CONCRETE ROOF TILE
 PAGE 5-6 TYPE OF ATTACHMENT NOT CIRCLED, MOMENT UNKNOWN
  
 2) NEW ELEVATION CERTIFICATE WILL BE REQUIRED BEFORE
 ISSUANCE SECTION F UNDER COMMENTS THE HAG/ LAG ARE
 REVERSED.

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2011-11-30 Cont ID  
Sent By jwitmer Date 2011-11-30 Time 13:51 Rev Time 0.00
Received By jwitmer Date 2011-11-29 Time 11:40 Sent To  
Notes
2011-11-30 13:29:11BUILDING PLAN REVIEW
 PERMIT: 11110429
 ADD: 8289 OKEECHOBEE BLVD
 CONT: JACOB ERECTING & CONSTRUCTION
 TEL: (561)282-7441
  
 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 2007 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PLEASE PROVIDE THE MINIMUM FINISH SLAB ELEVATON ON
 PLANS NOT LOCATED ON SHEET A.1 OR S1.1.FBC BUILDING
 3110.1.2 / CITY OF WPB CODE OF ORDINANCES SECTION
 94-546. STRUCTURE IS LOCATED IN AN "AO" FLOOD ZONE. A
 FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED PROVIDING
 THE MINIMUM SLAB ELEVATION.
  
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 MARCH 31, 2012.
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE MARCH 16, 2009, THROUGH MARCH 31, 2012.
 THE NEW EC WILL BE PHASED IN ON A VOLUNTARY BASIS UNTIL
 MARCH 31, 2010. ALTHOUGH THE OLD VERSION OF THE FORM IS
 NO LONGER AVAILABLE FOR DISTRIBUTION, EXISTING COPIES
 MAY BE USED UNTIL MARCH 31, 2010. ELEVATIONS CERTIFIED
 ON OR AFTER APRIL 1, 2010, MUST BE SUBMITTED ON THE NEW
 FORM.
  
 ADDITIONAL INFORMATION ON THE DIFFERENCES, THE NEW
 FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 2) SOILS REPORT TO PROVIDE THE MINIMUM SAFE BEARING
 VALUE FOR THIS PROJECT.
 1802.2.1 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING
 POWER OF THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING
 VALUE SUPERIOR TO THAT SPECIFIED IN THIS CODE IS
 CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE THAT THE
 NECESSARY INVESTIGATION BE MADE. SUCH INVESTIGATION
 SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1802.4
 THROUGH 1802.6 .
  
 3) SHEET A.1 NOTED RESTROOM DOORS IN SERIES11-4.13.6.
 NO ACTION REQUIRED. THE USAGE OF RESTROOMS WILL BE FROM
 ONE CLASSROOM ONLY NOT FOR PASSAGE TROUGH RESTROOM.
  
 4) SHEET A.1 LAUNDRY ROOM INDICATES TTHE USE OF 1-HOUR
 RATED WALLS, DETAIL "A" IS FOR A 1 HOUR RATED WALL WITH
 NOTE TO USE STA-SMOOTH FS-90 FIRE SHIELD COMPOUND,
 PLEASE NOTE THIS JOINT WILL NEED TO BE A FLEXABLE JOINT
 BECAUSE OF THE EXSPANSION & CONTRACTION BETWEEN
 DISSIMILAR MATERIALS (GYPSUM & ROOF METAL DECKING) AND
 BUILDING MOVEMENT. FBC-B 713.2 INSTALATION & FBC-B
 713.3.
  
 5) SHEET A.1 INDICATES UNDER THE HEADING OF STANDARD &
 NOTES THIS BUILDING IS TO BE "FIRE SPRINKLERED". THE
 AREA INCREASE SHOWN ON THIS PAGE ALSO INDICATES THIS
 BUILDING IS DESIGNED TO BE FIRE SPRINKLERED, BUT NO
 FIRE SPRINKLER PLANS WERE PROVIDED. FBC-B MINIMUM
 BUILDING PLAN REVIEW- COMMERCIAL BUILDINGS 106.3.5.1(5)
 SCHEMATIC FIRE SPRINKLERS.
  
 6) SHEEET A.1 SUPPLY CLOSET # 1, SUPPLY CLOSET # 2 &
 SUPPLY CLOSET WILL NEED TO SHOW COMPLIANCE WITH FBC-B
 436.6 PROTECTION FROM HAZARDS, AT THIS TIME IT IS
 UNKNOWN AS TO USAGE OF THESE ROOMS.
  
 7) SHEET A3 ROOF PLAN THE WEST ELEVATION APPEARS TO
 HAVE LEFT OUT THE LOCATION OF TWO SCUPPER? 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 8) SHEET A1 & A3 BOTH SHOW DETAILS INDICATING THE USE
 OF FULCRUM POLYURETHANE CORNER PRODUCTS, PLEASE PROVIDE
 MANUFACTURERS SPEC SHEET ON FLAME SPREAD AND SMOKE
 DEVELOPMENT FBC-B 803.1 & TABLE TABLE 803.5. "C" CLASS
 FLAME SPREAD.
  
 9) SHEET A5 THE GYM AREA INDICATES THE USE OF HI-HAT
 MATERIAL WITH 5/8 INCH GYPSUM DRYWALL, THE STRUCTURAL
 SHEET S1.2 INDICATES THE BAR JOIST SPACING @ 5'-0" OC
 THE LARGEST SPAN, PLEASE PROVIDE THE HEIGHT OF THE
 HI-HAT AND THICKNESS OF THE MATERIAL FOR THIS
 INSTALATION. SPANS FOR L/240? ADDITINAL INFORMATION
 REQUIRED 106.1.2.
  
 10) MISSING PRODUCT APPROVALS. 106.3.3 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 DCA RULE 9B-72 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 11) FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS INCLUDING BILCO HATCH.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES INCLUDING ROOF TOP
 (DECK) INSULATION
  
 12) 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2012-01-31 Cont ID  
Sent By rlecky Date 2012-01-31 Time 15:44 Rev Time 0.00
Received By rlecky Date 2012-01-31 Time 15:06 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status P Date 2011-12-02 Cont ID  
Sent By rlecky Date 2011-12-02 Time 14:55 Rev Time 0.00
Received By rlecky Date 2011-12-02 Time 13:35 Sent To  
Notes
***NONE***

Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2012-03-02 Cont ID  
Sent By STAMP Date 2012-03-02 Time   Rev Time 1.00
Received By mgonzale Date 2012-03-02 Time   Sent To  
Notes
2012-03-02 09:24:38PROVISO: PROJECT UNDER REVIEW WITH ESD FOR UTILITY
 PORTION OF PROJECT.
  
  

Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2012-01-23 Cont ID  
Sent By mgonzale Date 2012-01-23 Time   Rev Time 1.00
Received By mgonzale Date 2012-01-23 Time   Sent To  
Notes
2012-01-23 19:10:13PASSED WITH PROVISO:
  
 1. SEPARATE ENGINEERING SERVICES SUBMITTAL TO ADDRESS
 PUBLIC UTILITIES.
  
 BRIAN R MOREE
 ENGINEERING SERVICES CONSTRUCTION SUPERVISOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33401
 PHONE: 494-1040 EXT: 1098
 FAX: 494-1118
 E-MAIL: [email protected]
  

Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2011-12-16 Cont ID  
Sent By mgonzale Date 2011-12-16 Time   Rev Time 1.00
Received By mgonzale Date 2011-12-16 Time   Sent To  
Notes
2011-12-16 09:33:09NO CIVIL SHEETS SUBUMITTED HOWEVER PROJECT
 INFRASTRUCTURE IS IN PLACE UNDER THE OAKTON COMMONS
 DEVELOPMENT
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2012-10-24 Cont ID  
Sent By rferguso Date 2012-10-24 Time 15:08 Rev Time 0.00
Received By rferguso Date 2012-10-24 Time 15:08 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2012-02-22 Cont ID  
Sent By wjolin Date 2012-02-22 Time 12:41 Rev Time 0.00
Received By wjolin Date 2012-02-22 Time 11:30 Sent To B
Notes
2012-02-22 12:34:368289 OKEECHOBEE BOULEVARD
 PERMIT #11110429
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 *****PROVISO - SEPARATE PLANS/PERMIT WILL BE SUBMITTED
 TO CITY TO ADDRESS CIVIL PLAN REVIEW COMMENTS
 BELOW*****
  
  
 CIVIL WATER SHEET 5 OF 7: THE FIRE HYDRANTS ARE LOCATED
 ON A DEAD-END WATER MAIN. PROVIDE LOOPED SYSTEM.
  
 CIVIL WATER SHEET 3 OF 9: BOTH THE FIRE WATER AND
 DOMESTIC WATER ARE SUPPLIED BY A COMMON 4-INCH MAIN.
 PROVIDE INDEPENDENT FIRE/DOMESTIC TAPS INTO THE 8-INCH
 FEED MAIN.
  
 CIVIL WATER SHEET 4 OF 9: FIRE HYDRANTS SHALL BE
 PROVIDED WITH CLEARANCES OF 7'-6" TO THE FRONT AND
 SIDES AND 4' TO THE BACKSIDE. THE PARKING SPACES
 ADJACENT TO THE FIRE HYDRANTS APPEAR TO ENCROACH UPON
 THE REQUIRED CLEARANCE.
  
 SHEET LP2: CONFIRM PLUMBAGO LANDSCAPE TO BE LOCATED
 OUTSIDE THE 7'-6" CLEAR SPACE RADIUS OF THE NEW FIRE
 HYDRANT.
  
 WESLEY JOLIN
 WEST PALM BEACH FIRE RESCUE
 FIRE & LIFE SAFETY PLAN REVIEW

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2012-01-19 Cont ID  
Sent By wjolin Date 2012-01-19 Time 12:59 Rev Time 0.00
Received By wjolin Date 2012-01-18 Time 14:38 Sent To  
Notes
2012-01-18 16:17:068289 OKEECHOBEE BOULEVARD
 PERMIT #11110429
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SHEET SP1: PROVIDE PAINTED CURB MARKINGS AND
 FREESTANDING SIGNS MARKING THE FIRE LANE AROUND PARKING
 LOT WHERE NO PARKING STALLS ARE LOCATED. FIRE LANES
 SHALL BE MARKED WITH FREESTANDING SIGNS READING, "FIRE
 LANE - NO PARKING BY ORDER OF THE FIRE DEPARTMENT"
 SIGNS SHALL BE 12" X 18" WITH A WHITE BACKGROUND AND
 RED LETTERS AND SHALL BE A MAXIMUM OF SEVEN FEET IN
 HEIGHT TO THE BOTTOM OF THE SIGN. SIGNS SHALL BE WITHIN
 SIGHT OF THE TRAFFIC FLOW AND BE SPACED A MAXIMUM OF 60
 FEET APART.
  
 CIVIL WATER SHEET 5 OF 7: THE FIRE HYDRANTS ARE LOCATED
 ON A DEAD-END WATER MAIN. PROVIDE LOOPED SYSTEM.
  
 CIVIL WATER SHEET 3 OF 9: BOTH THE FIRE WATER AND
 DOMESTIC WATER ARE SUPPLIED BY A COMMON 4-INCH MAIN.
 PROVIDE INDEPENDENT FIRE/DOMESTIC TAPS INTO THE 8-INCH
 FEED MAIN.
  
 CIVIL WATER SHEET 4 OF 9: FIRE HYDRANTS SHALL BE
 PROVIDED WITH CLEARANCES OF 7?-6? TO THE FRONT AND
 SIDES AND 4? TO THE BACKSIDE. THE PARKING SPACES
 ADJACENT TO THE FIRE HYDRANTS APPEAR TO ENCROACH UPON
 THE REQUIRED CLEARANCE.
  
 SHEET LP2: CONFIRM PLUMBAGO LANDSCAPE TO BE LOCATED
 OUTSIDE THE 7'-6" CLEAR SPACE RADIUS OF THE NEW FIRE
 HYDRANT.
  
 SHEET A4: PLANS INDICATE BATTERY BACK-UP FOR
 ELECTROMAGNETIC LOCK; CONFIRM LOSS OF POWER TO THE
 ACCESS CONTROL SYSTEM UNLOCKS THE DOORS IN THE
 DIRECTION OF EGRESS. DOORS SHALL BE FAIL SAFE.
  
 SHEET A4: DOOR MARKER "A" INDICATES AN ELECTROMAGNETIC
 LOCK AND AN EXTERIOR KEY OPERATED CYLINDER. INDICATE
 HOW THE KEY OPERATED CYLINDER WILL BE UNLOCKED FROM THE
 EGRESS SIDE.
 NOTE: THE LOCK/LATCH RELEASING MECHANISM ON ALL DOORS
 SHALL OPEN THE DOOR WITH NOT MORE THAN ONE RELEASING
 OPERATION.
  
 SHEET A4: LOBBY DOOR "B" MAY BE SUBJECT TO MORE THAN
 100 PERSONS AND WILL NEED TO BE RELEASED BY PANIC
 HARDWARE.
  
 SHEET FP1: DRAWING IS NOT SIGNED/SEALED BY A
 PROFESSIONAL ENGINEER.
  
 SHEET FP1:THE FIRE DEPARTMENT CONNECTION SHALL BE
 LOCATED NEAR FIRE DEPARTMENT ACCESS POINT. RECOMMEND A
 FREE STANDING CONNECTION NEAR THE NEW FIRE HYDRANT OR A
 WALL MOUNTED CONNECTION AT THE NORTHEAST OF THE
 BUILDING.
  
 SHEET FP1: PROVIDE CHAIN WITH LOCK AND TAMPER SWITCHES
 FOR SUPERVISING THE BACKFLOW PREVENTER IN THE OPEN
 POSITION.
  
 SHEET FA1: FIRE SPRINKLER FLOW SWITCH SHALL INITIATE A
 GENERAL FIRE ALARM CONDITION.
  
 SHEET FA1: PER LOCAL CODE AMENDMENTS, DUCT SMOKE
 DETECTORS SHALL INITIATE A GENERAL FIRE ALARM
 CONDITION.
  
 SHEET FA1: PROVIDE MONITOR MODULES FOR SUPERVISING THE
 FIRE SPRINKLER BACKFLOW PREVENTER.
  
 SHEET FA1: PROVIDE SMOKE DETECTION FOR GYM AREA AND
 HALL #6.
  
 WESLEY JOLIN
 WEST PALM BEACH FIRE RESCUE
 FIRE & LIFE SAFETY PLAN REVIEW

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2011-11-28 Cont ID  
Sent By wjolin Date 2011-11-28 Time 13:54 Rev Time 0.00
Received By wjolin Date 2011-11-28 Time 12:29 Sent To  
Notes
2011-11-28 13:54:158289 OKEECHOBEE BOULEVARD
 PERMIT #11110429
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 PERMIT APPLICATION INDICATES THIS BUILDING TO BE
 CONCRETE BLOCK CONSTRUCTION; HOWEVER, DRAWINGS INDICATE
 CONSTRUCTION TO BE TYPE V.
  
 INDICATE THE LOCATION OF ANY NEW OR EXISTING FIRE
 HYDRANTS.
  
 EXTINGUISHERS SHALL HAVE A MINIMUM RATING OF 2A:10BC
 AND SHALL BE TAGGED BY A LICENSED FIRE EXTINGUISHER
 COMPANY.
  
 PROVIDE AN ADDITIONAL KNOXBOX AT FRONT ENTRY. A KEY
 SAFE CAN BE ORDERED FROM WWW.KNOXBOX.COM.
  
 PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT DOORS WITH
 EXIT SIGNS.
  
 PROVIDE A SMOKE DETECTION SYSTEM PER SECTION 16.3.4.5
 OF NFPA 101 - FLORIDA EDITION.
  
 FOR ISSUANCE OF A GENERAL BUILDING PERMIT, SECTION
 105.3.1.2(2) OF THE FLORIDA BUILDING CODE REQUIRES
 SEALED FIRE PROTECTION CONSTRUCTION DOCUMENTS FOR THE
 DESIGN OR ALTERATION OF 50 OR MORE AUTOMATIC FIRE
 SPRINKLERS.
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 FOR ISSUANCE OF A GENERAL BUILDING PERMIT, SECTION
 105.3.1.2(4) OF THE FLORIDA BUILDING CODE REQUIRES
 SEALED FIRE PROTECTION CONSTRUCTION DOCUMENTS WHEN THE
 FIRE ALARM JOB VALUE EXCEEDS $5,000.
  
 EACH NEW SMOKE OR FIRE-RATED WALL/PARTITION SHALL BE
 PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING READING
 FIRE/SMOKE BARRIER?PROTECT ALL OPENINGS. CHARACTERS
 SHALL BE AT LEAST 4-INCHES IN HEIGHT AND HALF-INCH IN
 WIDTH. IDENTIFICATION SHALL BE SPACED NOT MORE THAN 15
 FEET ON CENTER.
  
 SECTION 7.2.1.6.2 OF NFPA 101 FLORIDA EDITION 2007
 ALLOWS ACCESS CONTROLLED EGRESS DOORS PROVIDED THAT ALL
 SEVEN OF THE FOLLOWING CRITERIA ARE MET:
 1. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE,
 ARRANGED TO DETECT AN OCCUPANT APPROACHING DOORS THAT
 ARE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS UPON
 DETECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER
 TO THE SENSOR.
 2. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL
 SYSTEM THAT LOCKS THE DOORS SHALL AUTOMATICALLY UNLOCK
 THE DOORS IN THE DIRECTION OF EGRESS.
 3. THE DOORS SHALL BE ARRANGED TO UNLOCK IN THE
 DIRECTION OF EGRESS FROM A MANUAL RELEASE DEVICE
 LOCATED VERTICALLY 40 TO 48 INCHES ABOVE THE FLOOR AND
 WITHIN 60 INCHES HORIZONTALLY OF THE SECURED DOORS.
 4. THE MANUAL RELEASE DEVICE SHALL BE READILY
 ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS
 PUSH TO EXIT.
 5. WHEN OPERATED, THE MANUAL RELEASE DEVICE SHALL
 RESULT IN DIRECT INTERRUPTION OF POWER TO THE LOCK,
 INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS,
 AND THE DOORS SHALL REMAIN UNLOCKED FOR NOT LESS THAN
 30 SECONDS.
 6. ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM SHALL
 AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF
 EGRESS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE
 FIRE ALARM SYSTEM HAS BEEN MANUALLY RESET.
 7. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER
 SYSTEM OR AUTOMATIC DETECTION SYSTEM SHALL
 AUTOMATICALLY UNLOCK THE DOORS IN THE DIRECTION OF
 EGRESS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE
 FIRE ALARM SYSTEM HAS BEEN MANUALLY RESET.
  
 ARTWORK AND TEACHING MATERIALS ATTACHED TO THE WALLS
 SHALL NOT EXCEED 50 PERCENT OF THE INDIVIDUAL WALL
 AREA.
  
 AN EMERGENCY PLAN TO BE DEVELOPED AND POSTED IN
 BUILDING PRIOR TO OCCUPANCY.
  
 EMERGENCY EGRESS DRILLS SHALL BE CONDUCTED MONTHLY. ALL
 DRILLS SHALL BE SOUNDED ON THE FIRE ALARM SYSTEM.
  
 FIRE PREVENTION INSPECTIONS SHALL BE CONDUCTED MONTHLY
 BY A TRAINED SENIOR MEMBER OF THE STAFF, AFTER WHICH A
 COPY OF THE LATEST INSPECTION REPORT SHALL BE POSTED IN
 A CONSPICUOUS PLACE IN THE DAY-CARE FACILITY. IT SHALL
 BE THE DUTY OF THE STAFF TO INSPECT ALL EXITS DAILY TO
 ENSURE THAT ALL DOORS AND EXIT PATHS ARE MAINTAINED
 CLEAR OF OBSTRUCTIONS.
  
 WESLEY JOLIN
 WEST PALM BEACH FIRE RESCUE
 FIRE & LIFE SAFETY PLAN REVIEW
  

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2012-03-05 Cont ID  
Sent By jwitmer Date 2012-03-05 Time 13:30 Rev Time 0.00
Received By jwitmer Date 2012-02-21 Time 16:43 Sent To  
Notes
2012-02-29 12:21:202/29 PUT IN BIN C28
  
2012-02-21 16:44:29GAVE TO WESLEY

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2012-02-02 Cont ID  
Sent By wjolin Date 2012-02-02 Time 15:28 Rev Time 0.00
Received By jwitmer Date 2012-01-09 Time 09:27 Sent To  
Notes
2012-01-10 09:27:46INCOMING SENT TO C-28 BOX. JW

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2011-12-19 Cont ID  
Sent By shill Date 2011-12-16 Time 12:03 Rev Time 0.00
Received By shill Date 2011-11-17 Time 09:32 Sent To  
Notes
***NONE***

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status N Date 2012-03-05 Cont ID  
Sent By jwitmer Date 2012-03-05 Time 13:28 Rev Time 0.00
Received By jwitmer Date 2012-03-05 Time 13:28 Sent To  
Notes
2012-03-05 13:30:14IMPACT FEE PLAN REVIEW
 NU2012-3735
 $91, 005.86 IMPACT FEES

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2012-02-02 Cont ID  
Sent By jwitmer Date 2012-02-02 Time 15:26 Rev Time 0.00
Received By jwitmer Date 2012-02-02 Time 15:23 Sent To  
Notes
2012-02-02 15:27:37BEFORE 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.
  
  

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2012-02-02 Cont ID  
Sent By jwitmer Date 2011-11-30 Time 15:22 Rev Time 0.00
Received By jwitmer Date 2011-11-30 Time 15:22 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2012-01-26 Cont ID  
Sent By hmoser Date 2012-01-26 Time 09:02 Rev Time 0.00
Received By hmoser Date 2012-01-25 Time 12:54 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2011-12-13 Cont ID  
Sent By hmoser Date 2011-12-13 Time 11:14 Rev Time 0.00
Received By hmoser Date 2011-12-13 Time 08:23 Sent To  
Notes
2011-12-13 11:25:33PLANS DENIED
 MISSING TWO SMOKE DAMPERS IN HALL # 6 PAGE M1.1 ON
 PLANS
 REFER TO SECTION 606.2.1 SUPPLY AIR SYSTEMS AND SECTION
 606.4.1 SUPERVISION
 2007 FBC (M)
 PLAN REVIEW BY HAROLD MOSER
 561-805-6732
 [email protected]
  
  
  

Review Stop P PLUMBING
Rev No 2 Status N Date 2012-01-18 Cont ID  
Sent By lwagner Date 2012-01-18 Time 09:45 Rev Time 0.00
Received By lwagner Date 2012-01-18 Time 09:38 Sent To  
Notes
2012-01-18 09:39:22IRRIGATION IS NOT INCLUDED INTHIS REVIEW. SEPARATE
 PLAN, APPLICATION AND REVIEW IS REQUIRED.

Review Stop P PLUMBING
Rev No 1 Status P Date 2011-12-12 Cont ID  
Sent By lwagner Date 2011-12-12 Time 14:56 Rev Time 0.00
Received By lwagner Date 2011-12-12 Time 12:36 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 3 Status P Date 2012-02-29 Cont ID  
Sent By eschneid Date 2012-02-29 Time 09:42 Rev Time 1.50
Received By eschneid Date 2012-02-24 Time 10:30 Sent To  
Notes
2012-02-27 17:47:56PASSED W/PROVISOS
  
 1) REPEAT COMMENT - PRIOR TO THE 1ST INSPECTION THE
 FOLLOWING SHALL BE SUBMITTED: A LANDSCAPE PERMIT FOR
 THE WORK ON TRACT C-2 AND A PARKING LOT AND DRIVEWAY
 STRIPING PERMIT FOR THE WORK ON TRACTS C-1 AND C-2 TO
 THE BUILDING DIVISION AND A PAVING PERMIT FOR TRACTS
 C-1 AND C-2 TO THE ENGINEERING SERVICES DEPARTMENT.
  
 2) ADDITIONAL SEPARATE PERMITS ARE REQUIRED FOR THE
 FENCE, SIGNAGE, DUMPSTER ENCLOSURE, AND EXTERIOR
 LIGHTING. PLEASE BE AWARE THAT THE WORK ON TRACT C-1
 REQUIRES A SEPARATE PERMIT FROM THE WORK ON C-2. PLEASE
 NOTE THAT THE ENTIRE C-2 DRIVEWAY WILL NEED TO BE SHOWN
 ON THE APPLICABLE PERMIT APPLICATION(S).
  
 3) PER RESOLUTION NO. 287-11, THE INTERNAL, TWO-WAY
 DRIVE SHALL BE CONSTRUCTED AND PASS FINAL INSPECTION
 PRIOR TO THE ISSUANCE OF THE C.O FOR THE DAY CARE
 FACILITY.
  
 4) PER RESOLUTION NO. 287-11, PRIOR TO THE ISSUANCE OF
 THE C.O. FOR THE DAY CARD FACILITY, PHASE III OF TRACT
 C OAKTON COMMONS CPD SHALL BE GRADED, TILLED AND
 PLANTED IN ACCORDANCE WITH SECTION 94-450 OF THE ZONING
 AND LAND DEVELOPMENT REGULATIONS.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
2012-02-24 10:31:06GIVEN TO ES

Review Stop Z ZONING
Rev No 2 Status F Date 2012-01-23 Cont ID  
Sent By eschneid Date 2012-01-23 Time 14:07 Rev Time 0.75
Received By eschneid Date 2012-01-19 Time 18:24 Sent To  
Notes
2012-01-23 14:44:13FAILED
  
 1) PRIOR TO ZONING APPROVAL OF THIS PERMIT, A LANDSCAPE
 PERMIT FOR THE WORK ON TRACTS C-1 AND C-2 AND A PARKING
 LOT AND DRIVEWAY STRIPING PERMIT SHALL BE SUBMITTED FOR
 THE WORK ON TRACTS C-1 AND C-2 TO THE BUILDING DIVISION
 AND A PAVING PERMIT FOR TRACTS C-1 AND C-2 SHALL BE
 SUBMITTED TO THE ENGINEERING SERVICES DEPARTMENT.
  
 2) ADDITIONAL SEPARATE PERMITS ARE REQUIRED FOR THE
 FENCE, SIGNAGE, DUMPSTER ENCLOSURE, AND EXTERIOR
 LIGHTING. PLEASE BE AWARE THAT THE WORK ON TRACT C-1
 REQUIRES A SEPARATE PERMIT FROM THE WORK ON C-2. PLEASE
 NOTE THAT THE ENTIRE C-2 DRIVEWAY WILL NEED TO BE SHOWN
 ON THE APPLICABLE PERMIT APPLICATION(S).
  
 3) PER RESOLUTION NO. 287-1, THE INTERNAL, TWO-WAY
 DRIVE SHALL BE CONSTRUCTED AND PASS FINAL INSPECTION
 PRIOR TO THE ISSUANCE OF THE C.O FOR THE DAY CARE
 FACILITY.
  
 4) PER RESOLUTION NO. 287-11, PRIOR TO THE ISSUANCE OF
 THE C.O. FOR THE DAY CARD FACILITY, PHASE III OF TRACT
 C OAKTON COMMONS CPD SHALL BE GRADED, TILLED AND
 PLANTED IN ACCORDANCE WITH SECTION 94-450 OF THE ZONING
 AND LAND DEVELOPMENT REGULATIONS.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.

Review Stop Z ZONING
Rev No 1 Status F Date 2011-12-01 Cont ID  
Sent By eschneid Date 2011-12-01 Time 08:48 Rev Time 1.50
Received By eschneid Date 2011-11-30 Time 17:16 Sent To  
Notes
2011-12-01 10:16:41FAILED
  
 PLEASE RESPOND TO COMMENTS BELOW IN WRITING.
  
 1) THE DAY CARE FACILITY USE IS NOT CURRENTLY PERMITTED
 WITHIN THE OAKTON COMMONS CPD. THE ITEM IS GOING BEFORE
 THE CITY COMMISSION FOR APPROVAL OF A MAJOR PD
 AMENDMENT ON DECEMBER 12, 2011 WITH AN EFFECTIVE DATE
 OF DECEMBER 22, 2011. ZONING MAY NOT SIGN OFF UNTIL THE
 EFFECTIVE DATE OF THE MINOR PD AMENDMENT.
  
 2) RESOLUTION NO. 287-11 REQUIRES THAT THE APPLICANT
 PROVIDE THE PLANNING DIVISION WITH A COPY OF THE
 RECORDED REVISED CROSS ACCESS AND CROSS PARKING
 AGREEMENT WHICH INCLUDES THE DAY CARE TRACT PRIOR TO
 THE ISSUANCE OF THE BUILDING PERMIT. PLEASE PROVIDE THE
 RECORDED AGREEMENTS IN ADDITION TO A COPY OF THE
 RECORDED PLAT DIRECTLY TO THE PLANNING DIVISION. PLEASE
 NOTE: THIS DOCUMENTATION REQUIRES ACTION BY THE
 PROPERTY OWNER.
  
 3) THE COVER SHEET AND SHEET SP-1 INCORRECTLY DESIGNATE
 THE DAY CARE TRACT AS TRACT D AND THE REMAINING
 COMMERCIAL AS TRACT C. THE LOT SPLIT DESIGNATES THE NEW
 DAY CARE TRACT AS TRACT C-1 AND THE REMAINING
 COMMERCIAL AS TRACT C-2. PLEASE CORRECT.
  
 4) THE PLAN VIEW OF THE BICYCLE RACK SHOWS THE PAD AS 6
 FEET WIDE. THE SITE PLAN (AND THE SITE PLAN MOVING
 FORWARD FOR ZONING APPROVAL) CALL OUT A 4.4 FOOT WIDE
 PAD. PLEASE HAVE THESE DIMENSIONS MATCH AND SHOW THE
 DIMENSION ON THE SITE PLAN.
  
 5) PLEASE REVISE THE PARKING STRIPING DETAIL TO EITHER
 STATE THE 16 INCHES ARE FROM THE MIDPOINT OF THE 4 INCH
 STRIPES OR USE AN EXTERIOR MEASURE OF 20 INCHES OR
 PREFERRED - STATE THE MEASURE BETWEEN THE STRIPES IS 12
 INCHES.
  
 6) SEPARATE PERMITS ARE REQUIRED FOR THE FENCE, THE
 LANDSCAPE, THE PARKING LOT/DRIVEWAYS/SITE LAYOUT,
 SIGNAGE, DUMPSTER ENCLOSURE, EXTERIOR LIGHTING. PLEASE
 BE AWARE THAT THE WORK ON TRACT C-1 REQUIRES A SEPARATE
 PERMIT FROM THE WORK ON C-2. PLEASE NOTE THAT THE
 ENTIRE C-@ DRIVEWAY WILL NEED TO BE SHOWN ON THE
 APPLICABLE BUILDING PERMIT APPLICATION(S).
  
 7) THE BUILDING ITSELF COMPLIES WITH ZONING
 REQUIREMENTS, RESOLUTION NO. 287-11 AND THE OAKTON
 COMMONS CPD DESIGN GUIDELINES.
  
 8) PER RESOLUTION NO. 287-1, THE INTERNAL, TWO-WAY
 DRIVE SHALL BE CONSTRUCTED AND PASS FINAL INSPECTION
 PRIOR TO THE ISSUANCE OF THE C.O FOR THE DAY CARE
 FACILITY.
  
 9) PER RESOLUTION NO. 287-11, PRIOR TO THE ISSUANCE OF
 THE C.O. FOR THE DAY CARD FACILITY, PHASE III OF TRACT
 C OAKTON COMMONS CPD SHALL BE GRADED, TILLED AND
 PLANTED IN ACCORDANCE WITH SECTION 94-450 OF THE ZONING
 AND LAND DEVELOPMENT REGULATIONS.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.


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