Plan Review Details - Permit 13121076
Plan Review Stops For Permit 13121076
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2014-02-21 Cont ID  
Sent By JWITMER Date 2014-02-21 Time 17:57 Rev Time 0.00
Received By jwitmer Date 2014-02-21 Time 06:31 Sent To  
Notes
2014-02-21 17:30:56BUILDING PLAN REVIEW
 PERMIT: 13121076
 ADD: 8151 OKEECHOBEE BLVD
 CONT: P & T CONSTRUCTION
 TEL: (561)324-8055
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 ARCHITECT: TERCILLA COURTEMANCHE 561-478-4457
 RENE TERCILLA
  
 STRUCTURAL: RGD CONSULTING ENGINEERS 561-743-0165
 JAMES FARROR
  
 PRIVATE PROVIDER/ NOT A RESIDENT INSPECTOR
  
 2ND REVIEW
 DATE: FRI. FEB. 21/2014
 ACTION: PASSED
  
 1)ROOFING NOA 11-0414.08 ENTERA ROOF TILE
 BELLA "HIGH S" TILE
  
 2) ROOFING NOA 12-0605.02 JOHNS MANVILLE
 JM TPO SINGLE PLY ROOFING SYSTEM OVER STEEL DECKS
 SUB-SYSTEM:
 DECK TYPE 21: STEEL INSULATED
 MIN 18-22 GA. 33 KSI
 MAX DESIGN PRESSURE -82.5 LIMITATION # 7 RECEIVED
 ENHANCED FASTENING
  
 3) SEPERATE PERMIT IS REQUIRED FOR PLAY GROUND
 EQUIPMENT.
 MIRACLE RECREATION EQUIPMENT PACKET SUBMITTED.
  
 4) VALUE OF PERMIT TO BE INCREASED, CALCULATED VALUE IS
 $11,050,000.00 USING THE AUGUST 2013 ICC EVALUATION
 TABLES.
  
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-01-04 Cont ID  
Sent By jwitmer Date 2014-01-04 Time 13:57 Rev Time 0.00
Received By jwitmer Date 2014-01-03 Time 06:27 Sent To  
Notes
2014-01-03 08:15:19BUILDING PLAN REVIEW
 PERMIT: 13121076
 ADD: 8151 OKEECHOBEE BLVD
 CONT: P & T CONSTRUCTION
 TEL: (561)324-8055
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 ARCHITECT: TERCILLA COURTEMANCHE 561-478-4457
 RENE TERCILLA
  
 STRUCTURAL: RGD CONSULTING ENGINEERS 561-743-0165
 JAMES FARROR
  
 1ST REVIEW
 DATE: FRI. JAN. 03/2014
 ACTION: DENIED
  
 1) LOW EVALUATION ON PERMIT FEES. THE APPLIED VALUE OF
 THE BUILDING DECLARED ON THE PERMIT APPLICATION IS
 $1,000,000.00.
 THE CALCULATED VALUE OF THE BUILDING IS $11,050,000.00
 USING THE AUGUST 2013 ICC EVALUATION TABLES.
  
 W P B ADMINISTRTIVE CODE 108.2 SCHEDULE OF PERMIT FEES.
 ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS, MECHANICAL,
 AND PLUMBING SYSTEMS OR ALTERATIONS REQUIRING A PERMIT,
 A FEE FOR EACH PERMIT SHALL BE PAID AS REQUIRED, IN
 ACCORDANCE WITH THE SCHEDULE ESTABLISHED BY THE
 APPLICABLE GOVERNING AUTHORITY.
  
 108.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 2) FBC* 110.3.9 RESIDENT INSPECTOR. SUBMIT INSPECTOR
 RESUME' AND LICENSE DOCUMENTS TO KEN CONRAD, MANAGER OF
 THE RESIDENT INSPECTOR PROGRAM. A RESIDENT INSPECTOR
 PROGRAM IS REQUIRED, ON THIS PROJECT, DUE TO ONE OR
 MORE OF THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE DESIGN IS BASED ON
 COMPRESSIVE STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - BUILDINGS OVER 20,000 SQ FT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT-
 BUILDING/STRUCTURES OF UNUSUAL DESIGN OR METHODS OF
 CONSTRUCTION (TILT WALL).
  
 PLEASE CONTACT KEN CONRAD AT:
 TEL: 561-805-6715
 E-MAIL: [email protected]
  
 NOTE AN E-MAIL WAS SENT TO JEFFERY CONTE ( 01/04/2014
 07:16 AM) WITH THE CITY OF WEST PALM BEACH'S GUIDELINES
 AND POLICIES FOR PROJECTS CONCERNING SPECIAL INSPECTOR
 & RESIDENT INSPECTOR PROGRAM.
  
 3A) QUESTIONABLE SOILS REPORT BY A.M. ENGINEERING
 PRELIMINARY GEOTECHNICAL REPORT PROJECT NO. PSL219B-1
 DATED JUNE 18,2009. THIS REPORT IS NOT SIGNED NOR
 SEALED.
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. FL ADMIN
 CODE 61G15-23.002 ENGINEERS
  
 3B) WITHIN THE FIRST PAGE OF THE SOILS REPORT IT IS
 DECLARED THAT THE LAND HAD BEEN STRIPPED AND CLEARED,
 DEMUCKED AND BACKFILLED UNDER THIS ADDRESS AND UNDER
 8007, 8101 & 8289 OKEECHOBEE BLVD, THE ADJACENT LOTS
 THERE WERE NO PERMITS FOR DEMUCKING AND BACK FILLING.
 THE SOILS REPORT ALSO PROCLAIMS THAT REPRESENTATIVES OF
 A.M. ENGINEERING AND TESTING PERFORMED DEMUCKING
 INSPECTIONS, EARTHWORK TESTING AND VISITED THE SITE
 THROUGHOUT THE SITE PREPERATION TO DATE. PLEASE PROVIDE
 EITHER A PERMIT NUMBER WHICH WILL ALSO PROVIDE THE BACK
 UP DOCUMENTATION REQUIRED OR PRODUCE DOCUMENTS
 PROVIDING DOCUMENTATION FOR THE CITY RECORDS.
  
 3C) SHEET S1.1 FOUNDATION NOTES AND PARAMETERS, NOTE 1
 & 2 INDICATES THE STRUCTURAL ENGINEER HAS NEVER SEEN
 ANY SOILS REPORTS AND HIS FOUNDATION DESIGN IS ONLY AN
 ASSUMPTION!!!
  
 4) NOTE THIS PROJECT IS LOCATED IN A A-0 FLOOD ZONE.
 FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. PLEASE REVIEW CITY ORDINANCE FOR THE
 CITY REQUIREMENTS REQUIRE AN ADDITIONAL 6 INCHES OF
 ELEVATION. STRUCTURE IS LOCATED IN AN "A0" FLOOD ZONE.
 A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
  
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 JULY 31,2015
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANT
 A/C PADS OR OTHER SLABS FOR GENERATORS ...
  
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.
 FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE
 NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 5A) THERE ARE NO CIVIL DRAWINGS WITHIN THIS SET OF
 PLANS SHEET G1.1 THE OVERALL SITE PLAN DOES NOT
 INDICATE ANY DIMENSIONS, A CONCERN IS THE DISTANCE TO
 THE EAST PROPERTY LINE, THE PLANS INDICATE A SCALE OF
 1:30 IT APPEARS THE EAST PROPERTY LINE IS AAROUND
 20'-0" ? 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. TABLE 602
 & TABLE 705.8.
  
 5B) DIRECTLY WEST OF THIS PROPERTY THERE IS ADDITIONAL
 PARKING SPACES, THERE ARE TWO PHASE 3 DESCRIPTION OF
 WORK ADDING NEW PARKING SPACES, (1) ADDING 9 SPACES &
 (2) ADDING 39 NEW PARKING SPACES, WILL THIS WORK BE
 INCLUDED UNDER THIS PERMIT (PROPOSED SITE WORK) OR
 UNDER FUTURE PERMITTING? 2010 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 2010 107.2.1.3 ADDITIONAL INFORMATION
 IS REQUIRED. 107.3.5.1.1(1) MINIMUM PLAN REVIEW
 CRITERIA FOR COMMERCIAL BUILDINGS- SITE WORK.
  
 5C) NEITHER G1.1, LS1.1, A1.1 NOR S2.1 PROVIDE WHAT
 HEIGHT FINISH FLOOR SLAB ELEVATION WILL BE IN N.G.V.D.
 OUR CURRENT FLOOD MAPS ARE IN N.G.V.D. UNKNOWN AS TO
 HOW MUCH FILL WILL BE REQUIRED, LIFTS AND
 VIBROFLOTATION AS WELL AS DENSITY TEST.
  
 6) SHEET LS1.1:
 6A) DEALS WITH THE USE OF A MONUMENTAL STAIR AS PART OF
 A MEANS OF EGRESS. THERE ARE SECTIONS OF THE CODE THAT
 WILL ALLOW FOR AN UNENCLOSED STAIR. FBC-B 1016.1 DEALS
 WITH TRAVEL DISTANCES LEAD FROM THE MOST REMOTE POINT
 WITHIN A STORY ALONG HE NATURAL AND UNOBSTRUCTED PATH
 OF EGRESS TRAVEL TO AN EXTERIOR EXIT DOOR AT THE LEVEL
 OF EXIT DISCHARGE, AN ENTRANCE TO A VERTICAL EXIT
 ENCLOSURE, AN EXIT PASSAGEWAY, A HORIZONTAL EXIT, AN
 EXTERIOR EXIT STAIRWAY OR AN EXTERIOR EXIT RAMP, SHALL
 NOT EXCEED THE DISTANCES GIVEN IN TABLE 1016.1.
 EXCEPTIONS: 3. IN OTHER THAN OCCUPANCY GROUPS H AND I,
 THE EXIT ACCESS TRAVEL DISTANCE TO A MAXIMUM OF 50
 PERCENT OF THE EXITS IS PERMITTED TO BE MEASURED FROM
 THE MOST REMOTE POINT WITHIN A BUILDING TO AN EXIT
 USING UNENCLOSED EXIT ACCESS STAIRWAYS OR RAMPS WHEN
 CONNECTING A MAXIMUM OF TWO STORIES. THE TWO CONNECTED
 STORIES SHALL BE PROVIDED WITH AT LEAST TWO MEANS OF
 EGRESS. SUCH INTERCONNECTED STORIES SHALL NOT BE OPEN
 TO OTHER STORIES.
  
 EXITS1020.1 ONCE A GIVEN LEVEL OF EXIT PROTECTION IS
 ACHIEVED, SUCH LEVEL OF PROTECTION SHALL NOT BE REDUCED
 UNTIL ARRIVAL AT THE EXIT DISCHARGE.
  
 1021.3 EXIT CONTINUITY. EXITS SHALL BE CONTINUOUS FROM
 THE POINT OF ENTRY INTO THE EXIT TO THE EXIT DISCHARGE.
  
 WITH THE STAIRWAY # 1 VIEWED AS A EXIT PASSAGEWAY IT
 WOULD MEET THE REQUIREMENT OF THE 3RD REQUIRED STAIR
 FOR THE OCCUPANT LOAD FOR THE SECOND FLOOR. NUMBER OF
 EXITS AND CONTINUITY 1021.1 EXITS FROM STORIES. ALL
 SPACES WITHIN EACH STORY SHALL HAVE ACCESS TO THE
 MINIMUM NUMBER OF APPROVED INDEPENDENT EXITS AS
 SPECIFIED IN TABLE 1021.1 BASED ON THE OCCUPANT LOAD OF
 THE STORY. FOR THE PURPOSES OF THIS CHAPTER, OCCUPIED
 ROOFS SHALL BE PROVIDED WITH EXITS AS REQUIRED FOR
 STORIES.
 EXCEPTIONS: 3. EXIT ACCESS STAIRWAYS AND RAMPS THAT
 COMPLY WITH EXCEPTION 3 OR 4 OF SECTION 1016.1 SHALL BE
 PERMITTED TO PROVIDE THE MINIMUM NUMBER OF APPROVED
 INDEPENDENT EXITS REQUIRED BY TABLE 1021.1 ON EACH
 STORY.
  
 WHAT I BELIEVE THE DESIGNER OF RECORD IS TRYING TO
 ACCOMPLISH IS EITHER USING STAIRWELL # 1 AS EITHER A
 EXIT PASSAGEWAY ( WOULD NEED TO MEET THE REQUIREMENTS
 OF FBC-B 1023 OR A HORIZONTAL EXIT. IN EITHER CASE THE
 RESTROOMS LOCATED ON THE FIRST FLOOR IN THE STAIRWELL
 WOULD NEED TO BE REMOVED FROM THIS AREA.
  
 ACCORDING TO THE DEFINITION OF MEANS OF EGRESS IT IS
 CONTINUOUS PATH WITH AN EXIT ACCESS, EXIT AND EXIT
 DISCHARGE. TO CLASSIFY STAIRWELL # 1 AS A HORIZONTAL
 EXIT WOULD BE MORE RESTRICTIVE, FBC-B 1025.2 SEPERATION
 REQUIRES 2 HR SEPERATION SEE OTHER REQUIREMENTS UNDER
 FBC-B 1025.
  
 6B) PLEASE BREAK DOWN THE OCCUPANT LOADS FOR EACH FLOOR
 , TOTAL OCCUPANT LOAD NOT PROVIDED. FBC-B 1004.1 &
 TABLE 1004.1.
  
 6C) PLEASE PROVIDE WHAT USE THE PANTRY WILL BE USED
 FOR? DEFINITION: A ROOM OR CLOSET USED FOR STORAGE (AS
 OF PROVISIONS) OR FROM WHICH FOOD IS BROUGHT TO THE
 TABLE. 1014.2 EXCEP (4) EGRESS SHALL NOT PASS THROUGH
 KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED FOR
 SIMILAR PURPOSES.
  
 6D) WHAT IS THE 2 AREAS ADJACENT TO THE PANTRY ROOM
 106B MARKED WITH A X OCCUPANCY UNKNOWN? 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 6E) STORAGE CLOSET 104B, MUSIC LAB STORAGE CLOSET 11A &
 SRT LAB STORAGE CLOSET NOT OCCUPANT LOADS WERE PROVIDED
 FOR THESE STORAGE AREAS. FBC-B 1004.1 & TABLE 1004.1.
  
 7) LS 1.1 & LS 2.1 INDICATE 1 HOUR RATED WALLS AT STAIR
 # 1 AS WELL AS THE ELEVATOR SHAFT SHEET A1.4 DETAIL # 3
 INDICATES FIRE CAULK ALL BAR JOIST OR BEAMS
 INTERSECTIONS WITH
 GYPSUM WALL BOARD. PLEASE COMPLY WITH FBC-B 714.1
 JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED
 WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR
 ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN
 APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST
 THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE
 REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR
 ROOF IN OR BETWEEN WHICH IT IS INSTALLED.
 FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
 ACCORDANCE WITH SECTION 714.3. THE VOID CREATED AT THE
 INTERSECTION OF A FLOOR/CEILING ASSEMBLY AND AN
 EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE PROTECTED IN
 ACCORDANCE WITH SECTION 714.4.
  
 8) SHEET A5.1 INDICATES THE USE OF 2 INCH RIGID
 INSULATION, THE ENERGY CALCULATIONS INDICATE THIS TO BE
 POLYISOCYANURATE OR FOAM PLASTIC, AND THE M SHEETS SHOW
 PLENUM RETURN AIR, PLEASE PROVIDE COMPLIANCE WITH FBC-B
 2603.4 THERMAL BARRIER, 2603.4.1.6 IGNITION BARRIER,
 FBC-MECHANICAL 602.2.1.5 & M 602.2.1.5.1 SEPERATION
 REQUIRED.
  
 9) THE ARCHITECTURAL SHEETS DO NOT PROVIDE WHERE THE
 ELEVATOR SHAFT ENDS. FBC-B 3002.1 HOISTWAY ENCLOSURE
 PROTECTION. ELEVATOR, DUMBWAITER AND OTHER HOISTWAY
 ENCLOSURES SHALL BE SHAFT ENCLOSURES COMPLYING WITH
 SECTION 708.
  
 FBC-B 708.12 ENCLOSURE AT THE TOP.
 A SHAFT ENCLOSURE THAT DOES NOT EXTEND TO THE UNDERSIDE
 OF THE ROOF SHEATHING, DECK OR SLAB OF THE BUILDING
 SHALL BE ENCLOSED AT THE TOP WITH CONSTRUCTION OF THE
 SAME FIRE-RESISTANCE RATING AS THE TOPMOST FLOOR
 PENETRATED BY THE SHAFT, BUT NOT LESS THAN THE
 FIRE-RESISTANCE RATING REQUIRED FOR THE SHAFT
 ENCLOSURE.
  
 10) SHEET S1.2:
 10A) THE PLANS INDICATE THE 2ND FLOOR LIVE LOADS FOR
 CLASS ROOMS AND CORRIDORS BUT NOT THE STAIRS 2010 FBC-B
 TABLE 1607.1.
  
 10B) THE WIND DESIGN CRITERIA IS PROVIDED IN VULT AS
 PER 2010 FBC, ASCE 7-10, PLEASE ALSO PROVIDE VASD SINCE
 ALL PRODUCT TESTING IS IN VASD. FBC-B 1609.1.5.
  
 10C) ROOF PRESSURES PROVIDED ARE FOR FLAT ROOFS NO
 DESIGN CRITERIA IS PROVIDED FOR THE SLOPED ROOFS
 7DEGREES TO 27 DEGREES.
  
 11) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.41 COMPONENTS & CLADDING
 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.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 12) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 13) 43.2.2 PLAYGROUNDS AND EQUIPMENT.
 PLAYGROUNDS AND EQUIPMENT SHALL BE SAFE, STRUCTURALLY
 SOUND, VERMINPROOF, AND SHALL NOT HAVE JAGGED OR SHARP
 PROJECTIONS. PLAYGROUND EQUIPMENT SHALL BE ANCHORED TO
 SUITABLE FOUNDATIONS TO PREVENT TOPPLING OR
 DISLODGEMENT. CUSHIONING MATERIALS SUCH AS MATS, WOOD
 CHIPS, OR SAND SHALL BE USED UNDER CLIMBING EQUIPMENT,
 SLIDES, AND SWINGS.
  
 14) 443.2.3 OUTDOOR WASTE CONTAINERS. A SMOOTH
 NONABSORBENT SURFACE SHALL BE PROVIDED FOR OUTDOOR
 WASTE CONTAINERS.
  
 15) 443.3.2 GLARE FROM NATURAL LIGHT. SOURCES OF
 NATURAL LIGHT IN INSTRUCTIONAL SPACES SHALL BE GLAZED
 WITH GLARE REDUCING MATERIALS OR SHALL BE SHIELDED TO
 PREVENT GLARE THAT CAN INTERFERE WITH SEEING TASK
 WITHIN THE INSTRUCTIONAL SPACE.
  
 16) 443.3.3 AUTOMATED EXTERNAL DEFIBRILLATOR. AUTOMATED
 EXTERNAL DEFIBRILLATORS SHALL BE PROVIDED IN PUBLIC
 EDUCATIONAL FACILITIES THAT ARE A MEMBER OF THE FLORIDA
 HIGH SCHOOL ATHLETIC ASSOCIATION.
  
 17) 443.3.4 DIAPER CHANGING STATIONS. A DIAPER CHANGING
 STATION SHALL BE LOCATED IN OR ADJACENT TO ANY
 CLASSROOM WHERE CHILDREN WEARING DIAPERS ARE IN
 ATTENDANCE. A HAND WASHING LAVATORY SHALL BE PROVIDED
 WITHIN THE CHANGING STATION AREA. ACCESS SHALL BE
 PROVIDED TO THE LAVATORY WITHOUT OPENING DOORS OR
 TOUCHING A HANDLE.
  
 18) 443.3.6.5 CHEMICAL STORAGE.
 ROOMS USED FOR THE STORAGE, HANDLING, AND DISPOSAL OF
 CHEMICALS USED IN SCHOOL, COLLEGE, AND UNIVERSITY
 LABORATORIES SHALL BE VENTED TO THE EXTERIOR. THE
 VENTILATION SYSTEM SHALL NOT BE CONNECTED TO THE
 AIR-CONDITIONING RETURN AIR SYSTEM, AND THE ROOMS SHALL
 BE KEPT AT MODERATE TEMPERATURES. CHEMICAL STORAGE
 CABINETS, WHEN VENTED TO THE EXTERIOR, SHALL BE
 MECHANICALLY VENTED IN ACCORDANCE WITH NFPA 30 AND NFPA
 91.
  
 19) 443.3.7.1 ILLUMINATION LEVEL IN
 CLASSROOMS/INSTRUCTIONAL SPACES.
 ILLUMINATION AT THE NORMAL TASK LEVEL FOR THE TYPE OF
 CLASSROOM/INSTRUCTION SPACE SHALL BE A MINIMUM OF FORTY
 (40) FOOT-CANDLES (400 LUX).
  
 443.3.7.2 ILLUMINATION UNIFORMITY IN
 CLASSROOMS/INSTRUCTION SPACES.
 LUMINARIES SHALL HAVE A CEILING ARRANGEMENT OR
 POSITIONED AROUND THE WALLS SUCH THAT A UNIFORMED
 ILLUMINATION LEVEL, WITHIN TEN (10) FOOT-CANDLES (100
 LUX), IS MAINTAINED AT THE STUDENTS REQUIRED NORMAL
 TASK LEVEL FOR THE TYPE OF CLASSROOM/INSTRUCTION SPACE.
  
 443.3.7.3 BRIGHTNESS RATIO IN CLASSROOMS/INSTRUCTIONAL
 SPACES.
 THE BRIGHTNESS RATIO BETWEEN THE STUDENT TASK LEVEL AND
 THE INSTRUCTION AREA OR AREAS OR VISUAL DISPLAY
 LOCATION SHALL BE ONE(1) TO FIVE(5) OR LESS.
  
 443.3.7.4 ILLUMINATION FAILURE OF GENERAL AND MEANS OF
 EGRESS LUMINARIES.
 ILLUMINATION SYSTEMS SHALL BE DESIGNED AND MAINTAINED
 SO THAT THE FAILURE OF ANY SINGLE LIGHTING UNIT, SUCH
 AS AN ELECTRIC LUMINARY, DOES NOT LEAVE ANY OCCUPIED
 SPACE OR MEANS OF EGRESS IN THE DARK. (SEE FLORIDA
 BUILDING CODE, BUILDING SECTION 1006 FOR ADDITIONAL
 MEANS OF EGRESS REQUIREMENTS.)
  
 443.3.7.5 GLARE ELIMINATION.
 ILLUMINATION OF PERMANENTLY INSTALLED MARKERBOARDS,
 CHALKBOARDS, AND OTHER INSTRUCTION AIDS SHALL BE
 DESIGNED TO ELIMINATE GLARE AND SHADOWS.
  
 20) 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]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2014-02-20 Cont ID  
Sent By ALBARRAN Date 2014-02-20 Time 17:03 Rev Time 0.00
Received By albarran Date 2014-02-20 Time 15:37 Sent To B
Notes
2014-02-20 17:04:33DELIVERED TO JW
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2014-01-27 Cont ID  
Sent By albarran Date 2014-01-27 Time 15:58 Rev Time 0.00
Received By albarran Date 2014-01-27 Time 13:55 Sent To P
Notes
2014-01-27 15:59:52AS NOTED, A SEPARATE FIRE ALARM PERMIT SHALL BE
 REQUIRED
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2014-02-20 Cont ID  
Sent By MGONZALE Date 2014-02-20 Time   Rev Time 1.00
Received By mgonzale Date 2014-02-20 Time   Sent To I
Notes
2014-02-20 16:16:53NO OBJECTION.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2014-02-06 Cont ID  
Sent By Mgonzale Date 2014-02-06 Time   Rev Time 0.25
Received By mgonzale Date 2014-02-06 Time   Sent To Z
Notes
2014-02-06 09:25:36PASSED WITH PROVISOS:
  
 #1 EXISTING SANITARY LINE MUST STAY IN PLACE UNTIL NEW
 ONE IS BUILT.
  
 #2 CONTRACTOR SHALL DESIGNATE AND STAKE THE AREA TO
 AVOID SEWER DAMAGE AND SEWER INTERRUPTIONS.
  
 #3 FOUNDATION CONTRACTOR TO COORDINATE WITH UNDERGROUND
 CONTRACTOR AS TO THE SEQUENCE OF CONSTRUCTION AND
 PROPOSED A SCHEDULE FOR A PRE-CONSTRUCTION MEETING WITH
 ENGINEERING SERVICES DEPARTMENT.
  
 #4 PRIOR TO PRE-CONSTRUCTION WE WOULD LIKE TO RECEIVE
 THE CITY'S APPROVED MATERIAL LISRT FOR CITY SEWER
 ELEMENTS.
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 FEEL FREE TO REACH ME AT YOUR CONVENIENCE SHOULD YOU
 HAVE ANY QUESTIONS:
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES AND PUBLIC WORKS 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 ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-01-30 Cont ID  
Sent By mgonzale Date 2014-01-30 Time   Rev Time 0.25
Received By mgonzale Date 2014-01-30 Time   Sent To Z
Notes
2014-01-30 10:12:54NEW FIRELINE TAPS MUST BE SUBMITTED THRU CITY OF WPB
 ENGINEERING.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2014-02-25 Cont ID  
Sent By WJOLIN Date 2014-02-25 Time 11:02 Rev Time 0.00
Received By wjolin Date 2014-02-25 Time 11:01 Sent To  
Notes
2014-02-25 11:02:368151 OKEECHOBEE BOULEVARD
 PERMIT #13121076
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 *****PROVISO - SUBMIT THE FOLLOWING INFORMATION*****
  
 CIVIL: PER SECTION 18.2.3.5.3 (NFPA 1), 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.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2014-01-22 Cont ID  
Sent By wjolin Date 2014-01-22 Time 15:21 Rev Time 0.00
Received By wjolin Date 2014-01-22 Time 11:35 Sent To  
Notes
2014-01-22 15:21:458151 OKEECHOBEE BOULEVARD
 PERMIT #13121076
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 GENERAL: NO CIVIL DRAWINGS SUBMITTED SHOWING PAVING,
 FIRE LANE MARKINGS, WATER UTILITIES, FIRE HYDRANT
 LOCATIONS, FIRE DEPARTMENT CONNECTIONS, ETC.
  
 GENERAL: PER SECTION 18.2.3.5.3 (NFPA 1), 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.
  
 GENERAL: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW
 EMERGENCY RESPONDERS NON-FORCIBLE ENTRY INTO THE
 BUILDING DURING NON-BUSINESS HOURS. A KEY SAFE CAN BE
 ORDERED FROM WWW.KNOXBOX.COM.
  
 GENERAL: PER SECTION 8.3.2.4, EACH FIRE BARRIER SHALL
 BE PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING
 READING FIRE 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.
  
 SHEET LS1.1 & LS1.2: STAIR #1 APPEARS TO BE A
 COMBINATION OF A "COMMUNICATING SPACE" AND A
 "CONVENIENCE OPENING"; HOWEVER, THE DESIGN DOES NOT
 CONFORM TO ALL THE REQUIREMENTS FOR EITHER DESIGN. FOR
 INSTANCE A CONVENIECE OPENING IS NOT PERMITTED TO SERVE
 AS A MEANS OF EGRESS (DRAWING SHOWS EXIT SIGNS
 UTILIZING THIS STAIR) AND A COMMUNICATING SPACE IS
 REQUIRED TO BE OPEN AND UNOBSTRUCTED SUCH THAT A FIRE
 IN ANY PART OF THE SPACE WILL BE OBVIOUS TO THE
 OCCUPANTS. THE TOP OF THE STAIR/CONVENIENCE OPENING IS
 ENCLOSED THEREFORE OCCUPANTS ON THE SECOND FLOOR WOULD
 NOT SEE, FEEL OR SMELL THE EFFECTS OF FIRE UNTIL THEY
 OPENED THE DOOR...THIS DESIGN COULD ALSO RESULT IN VAST
 AMOUNTS OF TOXIC SMOKE COMPILING AT THE TOP OF THE
 EGRESS STAIR. PLEASE CLARIFY THE INTENT OF STAIR #1 BY
 READING NFPA 101 SECTIONS 8.6.6 (COMMUNICATING SPACE)
 AND 8.6.8 (CONVENIENCE OPENINGS).
  
 SHEET LS1.1: PROVIDE FIRE SPRINKLER DRAFT STOPS AROUND
 FLOOR OPENING OF STAIR #1. DRAFT STOPS SHALL BE
 NON-COMBUSTIBLE AND AT LEAST 18-INCHES DEEP. SPRINKLERS
 SHALL FORM A WATER CURTAIN (6 FOOT SPACING) AROUND THE
 FLOOR OPENING.
  
 SHEET A3.1: PER SECTION 10.12.1.2 (NFPA 1), PROVIDE
 BUILDING ADDRESS VISIBLE FROM THE STREET. NUMBERS SHALL
 BE ATTACHED TO THE BUILDING AND BE AT LEAST SIX-INCHES
 IN HEIGHT WITH 1-INCH STROKE AND SHALL CONTRAST THE
 BACKGROUND.
  
 SHEET FS0.1: NO WATER FLOW DATA SHOWN ON THE PLANS.
  
 SHEET FS0.1: PROVIDE CLOSELY SPACED SPRINKLERS/WATER
 CURTAIN AROUND THE FLOOR OPENING FOR STAIR #1.
  
 SHEET FS0.1: STORAGE, MECHANICAL, LABORATORIES AND
 KITCHEN SPACES SHOULD NOT BE CLASSIFIED AS LIGHT
 HAZARD.
  
 SHEET E3.1: COULD NOT LOCATE ANY SMOKE DETECTORS TO
 RELEASE THE MAGNETIC DOOR HOLDERS.
  
 SHEET E3.1: PROVIDE A FIRE ALARM MICROPHONE (NEAR THE
 ANNUNCIATOR PANEL) TO ALLOW VOICE MESSAGING.
  
 SHEET E3.2: A SMOKE DETECTOR SHOULD NOT BE LOCATED AT
 THE TOP OF THE ELEVATOR HOISTWAY.
  
 SHEET E4.1: PLANS INDICATE SECURITY CAMERAS LOCATED IN
 THE EXIT STAIRS. ONLY EQUIPMENT ESSENTIAL TO THE
 FUNCTION OF THE STAIRS ARE PERMITTED WITHIN THE EXIT
 ENCLOSURE.
  
 SHEET E5.3: PLANS DO NOT INDICATE THE METHOD (HEAT
 DETECTOR/FLOW SWITCH WITHOUT TIME DELAY) USED TO SHUNT
 TRIP POWER TO THE ELEVATOR IN THE EVENT AN AUTOMATIC
 SPRINKLER ACTIVATES IN THE ELEVATOR MACHINE ROOM.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-02-27 Cont ID  
Sent By jwitmer Date 2014-02-27 Time 08:31 Rev Time 0.00
Received By jwitmer Date 2014-02-10 Time 18:19 Sent To  
Notes
2014-02-10 18:19:14C32
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-01-30 Cont ID  
Sent By skennedy Date 2014-01-30 Time 10:28 Rev Time 0.00
Received By skennedy Date 2013-12-27 Time 13:19 Sent To  
Notes
2013-12-30 11:53:32C32 - EXPEDITED - PLAN REVIEW & SUBMITTAL FEES HAVE
 BEEN RECEIVED (12/26/13, PM) TO JUSTIFY REVIEW
 COMMENCING. VALUATION TO BE CHECKED BY BPE.
2013-12-27 13:23:05C32 EXPEDITED - INFORMED JEFF CONTE THE VALUE IS
 UNDERESTIMATED. PER ICC BVD, IIB-E/$170.23 X
 65,012SF=$11,066,992. I ADVISED HIM THE REVIEW WILL NOT
 COMMENCE UNTIL THE SUBMITTAL FEES ARE PAID IN FULL. NO
 FEES WERE PAID. THE PLANS ARE IN MY OFFICE.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2014-02-27 Cont ID  
Sent By jwitmer Date 2014-02-27 Time 08:29 Rev Time 0.00
Received By jwitmer Date 2014-02-27 Time 08:29 Sent To  
Notes
2014-02-27 08:31:05PBC STAMPED PLANS, NO IMPACT FEES REQUIRED.
 STATE APPROVED CHARTER SCHOOL.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-01-03 Cont ID  
Sent By jwitmer Date 2014-01-03 Time 06:28 Rev Time 0.00
Received By jwitmer Date 2014-01-03 Time 06:28 Sent To  
Notes
2014-01-03 06:28:36BEFORE 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 M MECHANICAL (A/C)
Rev No 2 Status P Date 2014-02-24 Cont ID  
Sent By hmoser Date 2014-02-24 Time 16:07 Rev Time 0.00
Received By hmoser Date 2014-02-24 Time 15:01 Sent To  
Notes
2014-02-24 16:07:26FLEX DUCT SIZE CHART DOES NOT MATCH THE DUCT YOU CAN
 READ ON THE PLAN.
 PROVIDE A REVISION BY 1ST INSPECTION.
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2014-01-18 Cont ID  
Sent By hmoser Date 2014-01-18 Time 11:44 Rev Time 0.00
Received By hmoser Date 2014-01-18 Time 09:53 Sent To  
Notes
2014-01-18 11:44:33PLAN DENIED
 1) REFER TO SECTION 601.3 EXITS 2010 FBC (M)
 2) CAN'T READ MOST OF THE FLEX DUCT SIZE. PLEASE
 PROVIDE A DUCT SCHEDULE OR MARK THE DUCT SIZE
 BY THE CFM PER SECTION 107 FBC
 3) DETAIL # 2 CONDENSER RACK PAGE M5.2 OF
 THE PLAN MUST BE 170 MPH PER 103.12 WIND RESISTANCE
 2010 FBC (M)
 4) DETAIL # 4 PROVIDE WHAT TYPE OF FASTENER AND HOW
 MANY
 USED TO TIE RTU TO ROOF CURB. PER SECTION 301.12 WIND
 RESISTANCE
 2010 FBC (M)
 5) PROVIDE CFM FOR EXHAUST FANS ON EXHAUST FAN SCHEDULE
 PER SECTION 107 FBC 2010
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status P Date 2014-07-15 Cont ID  
Sent By shill Date 2014-07-15 Time 13:21 Rev Time 0.00
Received By shill Date 2014-07-15 Time 13:21 Sent To  
Notes
2014-07-15 13:21:48FINISHED CONSTRUCTION EC OK
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2014-02-24 Cont ID  
Sent By JWITMER Date 2014-02-21 Time 18:04 Rev Time 0.00
Received By jwitmer Date 2014-02-21 Time 17:00 Sent To  
Notes
2014-02-21 17:01:05PLUMBING PLAN REVIEW
 PERMIT: 13121076
 ADD: 8151 OKEECHOBEE BLVD
 CONT: P & T CONSTRUCTION
 TEL: (561)324-8055
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 ARCHITECT: TERCILLA COURTEMANCHE 561-478-4457
 RENE TERCILLA
  
 RGD CONSULTING ENGINEERS 561-743-0165
 P. E. MICHAEL J. BISHOP
  
 1ST REVIEW
 DATE: TUES. JAN. 28/2014
 ACTION: PASSED
  
 INFORMATIONA ONLY,L NO RESPONCE REQUIRED. THE GREASE
 TRAP INFORMATION HAS BEEN PROVIDED ON SHEET P6.2 FOR
 SIZING BUT WILL REQUIRE A SEPERATE PERMIT.
 INFORMATION PROVIDED ON SIZING;
 MARK: GT-1 SCHIER MODEL PATG-30-LO INDOOR
 UNIT MAX FLOW RATE 30
 LIQUID CAP. 23 GALLONS
 MAX. GREASE CAPACITY 90 POUNDS
 3" INLET & OUTLET
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-01-29 Cont ID  
Sent By jwitmer Date 2014-01-29 Time 07:10 Rev Time 0.00
Received By jwitmer Date 2014-01-28 Time 13:03 Sent To  
Notes
2014-01-28 15:02:30PLUMBING PLAN REVIEW
 PERMIT: 13121076
 ADD: 8151 OKEECHOBEE BLVD
 CONT: P & T CONSTRUCTION
 TEL: (561)324-8055
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 ARCHITECT: TERCILLA COURTEMANCHE 561-478-4457
 RENE TERCILLA
  
 RGD CONSULTING ENGINEERS 561-743-0165
 P. E. MICHAEL J. BISHOP
  
 1ST REVIEW
 DATE: TUES. JAN. 28/2014
 ACTION: DENIED
  
 1) THE LS1.1 & LS1.2 SHEETS PROVIDE SQUARE FOOTAGE PER
 ROOM BUT THEY DO NOT PROVIDE THE OCCUPANT LOADS. PLEASE
 PROVIDE A BREAK DOWN PER ROOM AND FLOOR AND PROVIDE
 COMPLIANCE WITH SECTION 403 & TABLE 403.1 2010
 FBC-PLUMBING. T. C. PROVIDED THE OCCUPANT LOAD COUNT BY
 PHONE FOR THE 1ST AND 2ND FLOOR AS FOLLOWS;
  
 1ST FLOOR 888 OCCUPANTS
 2ND FLOOR 943 OCCUPANTS
  
 1ST FLOOR & 2ND FLOOR ARE OK FOR WATER CLOSETS,
 LAVATORIES WHEN 1ST & 2ND FLOOR COMBINED MEET THE
 REQUIED 38.
  
 1ST FLOOR DRINKING FOUNTAINS MEET THE REQUIRED 9 AND
 THE 1 REQUIRED SERVICE SINK.
  
 2ND FLOOR DRINKING FOUNTAINS REQUIRED 943/100= 10
 DRINKING FOUNTAINS THERE ARE ONLY 5 ON THE 2ND FLOOR,
 AND THE 1 REQUIRED SERVICE SINK NONE PROVIDED, PROVIDE
 COMPLIANCE WITH SECTION 403 & TABLE 403.1 2010
 FBC-PLUMBING.COMPLIED,
  
  
 2) SHEET P1.1:
  
 2A) SEE 2 INCH SANITARY ON BETWEEN GRID LINES 8.4/ 9.0
 & B.9 /C.1 THE CONNECTION INTO THE 4 INCH SANITARY IS
 TURNED TO GO AGAINST THE FLOW.
  
 2B) INFORMATIONA ONLY,L NO RESPONCE REQUIRED. THE
 GREASE TRAP INFORMATION HAS BEEN PROVIDED ON SHEET P6.2
 FOR SIZING BUT WILL REQUIRE A SEPERATE PERMIT.
 INFORMATION PROVIDED ON SIZING;
 MARK: GT-1 SCHIER MODEL PATG-30-LO INDOOR
 UNIT MAX FLOW RATE 30
 LIQUID CAP. 23 GALLONS
 MAX. GREASE CAPACITY 90 POUNDS
 3" INLET & OUTLET
  
 2C) THE PLANS INDICATE FLOOR SINK (FS-2) INFRONT OF
 WHAT APPEARS TO BE A OVEN, THE ELECTRICAL CIRCUIT
 BREAKERS SHOW ICE MACHINE, FREEZERS, REFRIGARATORS
 WHERE ARE THESE UNITS TO DRAIN? SEE FBC-P TABLE 709.2.
  
 2D) THE PLANS INDICATE WHAT APPEARS TO BE WALK IN
 REFRIGARATOR AND FREEZER, ARE THEY GOING TO HAVE FLOOR
 DRAINS INSIDE THE UNITS, FLOOR DRAINS LOCATED WITHIN
 WALK-IN REFRIGERATORS OR FREEZERS IN FOOD SERVICE AND
 FOOD ESTABLISHMENTS SHALL BE INDIRECTLY CONNECTED TO
 THE SANITARY DRAINAGE SYSTEM BY MEANS OF AN AIR GAP.
 WHERE A FLOOR DRAIN IS LOCATED WITHIN AN AREA SUBJECT
 TO FREEZING, THE WASTE LINE SERVING THE FLOOR DRAIN
 SHALL NOT BE TRAPPED AND SHALL INDIRECTLY DISCHARGE
 INTO A WASTE RECEPTOR LOCATED OUTSIDE OF THE AREA
 SUBJECT TO FREEZING. 802.1.2 FLOOR DRAINS IN FOOD
 STORAGE AREAS.
  
 2E) THE PLANS DO NOT INDICATE ANY DISHWASHING
 FACILITIES, 802.1.7 COMMERCIAL DISHWASHING MACHINES.
 THE DISCHARGE FROM A COMMERCIAL DISHWASHING MACHINE
 SHALL BE THROUGH AN AIR GAP OR AIR BREAK INTO A
 STANDPIPE OR WASTE RECEPTOR IN ACCORDANCE WITH SECTION
 802.2 2010 FBC-P. IF A COMMERCIAL DISHWASHING MACHINE
 IS TO BE INSTALLED WE WILL NEED THE CUT SHEET ON THE
 FLOW RATE TO ADD TO THE GREASE TRAP LOADING.
  
 2F) THE PLANS ALSO INDICATE A ELEVATOR SUMP WITH OIL
 DETECTOR, PLEASE PROVIDE THE MANUFACTURERS CUT SHEETS
 TO DETERMINE CODE COMPLIANCE WITH SECTION; 1003.4 OIL
 SEPARATORS REQUIRED. THE EXCEPTION: AN OIL SEPARATOR IS
 NOT REQUIRED IN HYDRAULIC ELEVATOR PITS WHERE AN
 APPROVED ALARM SYSTEM IS INSTALLED. WE WILL NEED THE
 CUT SHEETS AND ALSO NEED TO SEE WHERE THE OIL DETECTOR
 IS TIED INTO AN ALARM SYSTEM.
  
 3) SHEET P2.1
 3A) THERE WERE NO CIVIL PLANS SUBMITTED UNDER THIS
 REVIEW. NOTE #1 INDICATES BACKFLOW REGULATOR TO BE
 PROVIDED BY OTHERS, PLEASE PROVIDE CODE COMPLIANCE WITH
 2010 FBC-P 608.3 DEVICES, APPURTENANCES, APPLIANCES AND
 APPARATUS. ALL DEVICES, APPURTENANCES, APPLIANCES AND
 APPARATUS INTENDED TO SERVE SOME SPECIAL FUNCTION, SUCH
 AS STERILIZATION, DISTILLATION, PROCESSING, COOLING, OR
 STORAGE OF ICE OR FOODS, AND THAT CONNECT TO THE WATER
 SUPPLY SYSTEM, SHALL BE PROVIDED WITH PROTECTION
 AGAINST BACKFLOW AND CONTAMINATION OF THE WATER SUPPLY
 SYSTEM. WATER PUMPS, FILTERS, SOFTENERS, TANKS,
 COMMERCIAL DRINKING WATER DISPENSERS AND ALL OTHER
 APPLIANCES AND DEVICES THAT HANDLE OR TREAT POTABLE
 WATER SHALL BE PROTECTED AGAINST CONTAMINATION.
  
 3B) NOTE NUMBER 6 PROVIDE WATER HAMMER ARESTOR, REF
 GENERAL PLUMBING NOTES, WHERE ? PROVIDE COMPLIANCE WITH
 2010 FBC-P 604.9 WATER HAMMER.
 THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM
 SHALL BE CONTROLLED TO REDUCE THE POSSIBILITY OF WATER
 HAMMER. A WATER-HAMMER ARRESTOR SHALL BE INSTALLED
 WHERE QUICK-CLOSING VALVES ARE UTILIZED. WATER-HAMMER
 ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
 MANUFACTURER?S SPECIFICATIONS. WATER-HAMMER ARRESTORS
 SHALL CONFORM TO ASSE 1010.
  
 4) PLEASE PROVIDE COMPLIANCE ALL HOSE BIBBS TO HAVE
 BACK FLOW PREVENTORS 2010 FBC-P 608.1 & TABLE 608.1.
  
 5) SHEET P6.2 JANITORS SINK INDICATES THE FAUCET TO
 HAVE THREADED HOSE CONNECTION, PROVIDE COMPLIANCE WITH
 2010 FBC-P 424.6 HOSE-CONNECTED OUTLETS.
 FAUCETS AND FIXTURE FITTINGS WITH HOSE-CONNECTED
 OUTLETS SHALL CONFORM TO ASME A112.18.3M OR CSA B125.
  
 6) SHEET P3.1 THE TEACHER'S LOUNGE SECOND FLOOR SINK
 DOESN'T APPEAR TO HAVE A VENT, THIS SINK WILL NEED TO
 COMPLY WITH FBC-P 907.1 INDIVIDUAL VENT.
  
 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
2014-01-27 17:01:54RETURNED TO BIN C32
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2014-02-21 Cont ID  
Sent By jwitmer Date 2014-02-21 Time 17:31 Rev Time 0.00
Received By jwitmer Date 2014-02-21 Time 17:31 Sent To  
Notes
2014-02-21 17:32:31BUILDING PLAN REVIEW
 PERMIT: 13121076
 ADD: 8151 OKEECHOBEE BLVD
 CONT: P & T CONSTRUCTION
 TEL: (561)324-8055
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 ARCHITECT: TERCILLA COURTEMANCHE 561-478-4457
 RENE TERCILLA
  
 STRUCTURAL: RGD CONSULTING ENGINEERS 561-743-0165
 JAMES FARROR
  
 2ND REVIEW
 DATE: FRI. FEB. 21/2014
 ACTION: PROVISO/ PASSED
  
 1) ROOFING NOA 11-0414.08 ENTERA ROOF TILE
 BELLA "HIGH S" TILE
 PROVIDE TYPE OF FASTENING PAGE 4 OR 5 NOT PROVIDED.
  
 2) ROOFING NOA 12-0605.02 JOHNS MANVILLE
 JM TPO SINGLE PLY ROOFING SYSTEM OVER STEEL DECKS
 SUB-SYSTEM:
 DECK TYPE 21: STEEL INSULATED
 MIN 18-22 GA. 33 KSI
 MAX DESIGN PRESSURE -82.5 LIMITATION # 7 WILL REQUIRE
 ENHANCED FASTENING IN ZONES # 3.
  
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2014-02-21 Cont ID  
Sent By jwitmer Date 2014-02-21 Time 17:32 Rev Time 0.00
Received By jwitmer Date 2014-02-21 Time 17:32 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2014-02-25 Cont ID  
Sent By eschneid Date 2014-02-25 Time 13:36 Rev Time 4.00
Received By eschneid Date 2014-02-25 Time 13:36 Sent To  
Notes
2014-02-25 13:39:50PASSED W/PROVISOS
  
 1) PRIOR TO THE FIRST INSPECTION:
  
 A) THE OUTSTANDING FORMAL SITE PLAN REVIEW COMMENTS
 SHALL BE SUFFICIENTLY ADDRESSED WITH NEW PLANS
 SUBMITTED TO THE PLANNING DIVISION.
 B) A LINE OF SITE DRAWING SHALL BE SUBMITTED AS A
 REVISION TO THIS PERMIT.
  
 2) PRIOR TO ISSUANCE OF A CO FOR PHASE 1 OF THE SCHOOL
 (A MAXIMUM OF 681 STUDENTS), THE APPLICANT SHALL SUBMIT
 ENGINEERING PLANS AND PERMIT APPLICATIONS TO THE FDOT
 (AND OTHER APPLICABLE GOVERNING AGENCIES) FOR THE
 LENGTHENING OF THE EXISTING EASTBOUND LEFT TURN LANE ON
 OKEECHOBEE BLVD AT THE SIGNALIZED INTERSECTION OF
 BENOIST FARMS ROAD FROM THE CURRENT LENGTH OF 300' TO A
 LENGTH OF 400' (100' EXTENSION). THE APPLICANT SHALL
 MAKE THEIR BEST EFFORT TO COMPLETE CONSTRUCTION OF THE
 REQUIRED TURN LANE MODIFICATION PRIOR TO THE FIRST DAY
 OF SCHOOL (AUGUST 2014). HOWEVER IT IS ACKNOWLEDGED
 THAT DUE TO PERMITTING REQUIREMENTS AND OTHER ITEMS
 BEYOND CONTROL OF THE APPLICANT, THE ISSUANCE OF THE CO
 FOR THE SCHOOL WILL NOT BE CONTINGENT ON THE COMPLETION
 OF CONSTRUCTION OF THE REQUIRED TURN LANE MODIFICATION.
 THE APPLICANT SHALL SUBMIT A CERTIFIED COST ESTIMATE
 FOR THE COST OF THE DESIGN, PERMITTING AND CONSTRUCTION
 OF THE REQUIRED IMPROVEMENT AND POST A BOND IN THE
 AMOUNT OF 110% OF THE CERTIFIED COST ESTIMATE WITHIN 60
 DAYS OF THE SITE PLAN APPROVAL. FLORIDA DEPARTMENT OF
 TRANSPORTATION CONDITION OF APPROVAL
  
 3) THE FOLLOWING SEPARATE PERMITS ARE REQUIRED:
  
 A. LANDSCAPE
 B. IRRIGATION
 C. SITE LIGHTING
 D. SIGNS
 E. PARKING LOT STRIPING
 F. FENCES AND GUARDRAILS
 G. BASKETBALL COURT AND PLAYGROUND EQUIPMENT
 H. DUMPSTER ENCLOSURE
 I. WALKWAY CONNECTION TO OAKTON PRESERVE
 J. BICYCLE RACK
 K. CIVIL SITE WORK
  
 4) PLEASE NOTE: THE PRESERVE GUARD RAIL SHALL BE
 CONSTRUCTED SIMILAR TO THE GUARD RAIL USED AT THE
 CITY?S WATER TREATMENT PLANT (NOT DOT CORRUGATED
 METAL).
  
 5) PLEASE NOTE: THE PRESERVE FENCE SHALL BE VINYL
 COATED.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
Review Stop Z ZONING
Rev No 2 Status F Date 2014-02-18 Cont ID  
Sent By ESCHNEID Date 2014-02-18 Time 18:18 Rev Time 0.00
Received By eschneid Date 2014-02-18 Time 18:18 Sent To  
Notes
2014-02-18 18:18:31SITE PLAN NOT YET APPROVED
Review Stop Z ZONING
Rev No 1 Status F Date 2013-12-30 Cont ID  
Sent By eschneid Date 2013-12-30 Time 15:14 Rev Time 0.25
Received By eschneid Date 2013-12-30 Time 15:14 Sent To  
Notes
2013-12-30 15:19:35FAILED
  
 THE SITE PLAN, INCLUDING THE BUILDING, DOES NOT HAVE AN
 APPROVED FORMAL SITE PLAN. ZONING WILL NOT REVIEW UNTIL
 THE FORMAL SITE PLAN HAS BEEN APPROVED BY THE PLANS AND
 PLATS REVIEW COMMITTEE.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.


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