Plan Review Details - Permit 12030383
Plan Review Stops For Permit 12030383
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2012-05-04 Cont ID  
Sent By jnguyen Date 2012-05-04 Time 16:29 Rev Time 0.00
Received By jnguyen Date 2012-05-03 Time 14:15 Sent To  
Notes
2012-05-04 16:29:32PERMIT# 12030383 WAS FOR THE CONSTRUCTION OF A NEW
 SANCTUARY BUILDING TO THE NORTH, IN ADDITION TO A
 MODIFICATION OF THE EXISTING PARKING LOT ON PCN#
 74434328110040010. I TOUCH BASED WITH THE PROPERTY
 OWNER, JOHN DYKES OF FEA MINISTRIES, INC.
 ([email protected]) & THE ENGINEER, ADAM
 HART OF HRC DESIGNS ([email protected]) TO OBTAIN A
 DIGITAL VERSION OF THE SITE PLAN. I CONVERTED THE SITE
 PLAN FROM A .PDF FILE TO A .TIF ONE & GEOREFERENCED IT
 IN GIS. I DECIDED TO ASSIGN IT A NEW SECONDARY ADDRESS
 OF 2207 DOCK ST BECAUSE IT WAS ITS OWN SEPARATE
 BUILDING & DUE TO THE FACT THAT IT TOOK ACCESS OFF THAT
 PARTICULAR STREET (THE PRIMARY ADDRESS STILL REMAINED
 AS 1101 CHARLES ST FOR THE SOUTH OFFICE BUILDING.). I
 SENT OUT THE OFFICIAL E-MAIL TO NOTIFY THE PROPER
 AUTHORITIES & ORGANIZATIONS (USPS, PBC, EMERGENCY
 SERVICES, ETC.) OF THIS NEW SECONDARY ADDRESS, 2207
 DOCK ST. I IMPLEMENTED THE NEW SECONDARY ADDRESS IN
 COMMUNITYPLUS, THEN I RE-REFERENCED THIS DIGITAL PERMIT
 RECORD# 12030383 FROM THE PRIMARY ADDRESS OF 1101
 CHARLES ST TO THE SECONDARY ONE OF 2207 DOCK ST. I ALSO
 UPDATED THE ADDRESS TO 2207 DOCK ST ON THE ACTUAL
 HARDCOPY OF PERMIT# 12030383. I HAVE PASSED THE STATUS
 OF THIS PERMIT FROM MY STOP, AND HAVE RETURNED THE
 ASSOCIATED DOCUMENTS BACK DOWNSTAIRS TO THE C8 BOX.
  
 JOHN NGUYEN
 GIS SUPPORT SPECIALIST
 CITY OF WEST PALM BEACH
 PUBLIC UTILITIES DEPARTMENT
 OFFICE: (561) 822-1239
 FAX: (561) 822-1249
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2012-04-25 Cont ID  
Sent By jwitmer Date 2012-04-25 Time 10:27 Rev Time 0.00
Received By jwitmer Date 2012-04-25 Time 08:00 Sent To  
Notes
2012-04-25 10:59:21 
 BUILDING PLAN REVIEW
 PERMIT: 12030383
 ADD: 1101 CHARLES ST
 CONT: CANCIO BUILDERS, INC
 TEL: (772)263-0169
  
 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
  
 1 ST REVIEW
 ACTION: DENIED
  
 1) 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING
 OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA
 AND DOCUMENTS: A FLOOR PLAN; SITE PLAN; FOUNDATION
 PLAN; FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; AND ALL
 EXTERIOR ELEVATIONS:
  
 COMMERCIAL BUILDINGS:
  
 BUILDING
  
 1. SITE REQUIREMENTS:
 1A) SITE PLAN NOR THE FLOOR PLAN PROVIDE THE FINISH
 FLOOR ELEVATION. THIS PROJECT IS LOCATED IN A FLOOD
 ZONE A9 WITH A FINISH FLOOR ELEVATION OF 13?-6? NGVD.
 FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
  
 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
  
 1B) TWO BUILDINGS ON THE SAME LOT IT APPEARS TO HAVE
 15? BETWEEN BUILDINGS, THE SITE PLAN INDICATES THE
 EXISTING BUILDING AS A TYPE V, PLANS DO NOT INDICATE IF
 A OR B?
  
 1C) THE SITE PLAN NEW BUILDING DOES NOT DECLARE THE
 MINIMUM BUILDING TYPE FOR THE NEW SANCTUARY?
  
 1D) ARE THE TWO BUILDINGS TO BE CONSIDERED A SEPARATE
 BUILDING IN AREA PER FBC-B 503.1.2 OR IS THERE TO BE
 AND ASSUMED PROPERTY LINE?
  
 2. SITE PLAN INDICATES THE USAGE OF THE BUILDING AS A
 NEW SANCTUARY DECLARE OCCUPANCY TYPE.
  
 3. MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED
 (SEE TABLE 503).
  
 4. FIRE-RESISTANT CONSTRUCTION REQUIREMENTS SHALL
 INCLUDE THE FOLLOWING COMPONENTS:
  
 4A)FIRE-RESISTANT SEPARATIONS TABLE 602
  
 4B) FIRE-RESISTANT PROTECTION FOR TYPE OF CONSTRUCTION
  
 TABLE 6014C) PROTECTION OF OPENINGS TABLE 704.8
  
 5. IS THE BUILDING TO BE FIRE SPRIKLERED OR NOT? ARE
 FIRE SPRINKLERS REQUIRED?
  
 6. OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT ACCESS
 EXIT
 EXIT DISCHARGE
 DOORS
 EMERGENCY LIGHTING AND EXIT SIGNS
 SPECIFIC OCCUPANCY REQUIREMENTS: PANIC HARDWARE FOR
 ASSEMBLY OVER 100 OCCUPANTS
  
 7. STRUCTURAL REQUIREMENTS SHALL INCLUDE:
  
 7.1) SOIL CONDITIONS/ANALYSIS 1802.4 INVESTIGATION.
 TERMITE PROTECTION 2603.8(1-2)
  
 7.2) DESIGN LOADS: PLEASE PROVIDE THE MANUFACTURER SPEC
 & REPORTS FOR REWARD I-FORM PROVIDE CODE COMPLIANCE FOR
 USAGE IN A 140 MPH 3 SECOND GUST WIND ZONE. SHEET S1.01
 FOUNDATION & WALL REINFORCEMENT PLAN ILLUSTRATES THE
 USES OF REINFORCEMENT PLACEMENT AS IF INSTALLED IN CMU
 (CONCRETE MASONRY UNIT) DESIGN. SHEET S1.02 INDICATES
 THE USAGE OF REWARD WALL SYSTEM, ENTIRELY DIFFERENT FOR
 THE ABOVE MENTIONED.
  
 PLEASE PROVIDE COMPLIANCE WITH FBC-B 1918.(1 & 2)
 .1918.1 REINFORCED CONCRETE COMPONENTS. THE DESIGN AND
 CONSTRUCTION OF REINFORCED CONCRETE COMPONENTS FOR
 BUILDINGS SITED IN AREAS WITH A BASIC WIND SPEED
 GREATER THAN 100 MPH (45 M/S) IN ACCORDANCE WITH FIGURE
 1609 SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 OR
 WITH SECTION 1609.1.1, EXCEPTION 3, AS APPLICABLE,
 EXCEPT AS MODIFIED IN THIS SECTION
 1918.2 INSULATED CONCRETE FORM WALL. INSULATED CONCRETE
 FORM (ICF) WALL CONSTRUCTION FOR BUILDINGS SHALL BE IN
 ACCORDANCE WITH ACI 318 OR WITH SECTION 1609.1.1,
 EXCEPTION 3, AS APPLICABLE.
 PLEASE NOTE THAT EXEMPTION 3 ALLOWS FOR THE DESIGN
 GUIDE IBHS GUIDELINES FOR HURRICANE RESISTANT
 CONSTRUCTION PROVIDES A PRESCRIPTIVE REQUIREMENTS FOR
 BUILDINGS OF R2 & R3 OCCUPANCIES.
  
 THE DESIGNER DOES HAVE THE OPTION OF FBC-B 104.9
 APPROVED MATERIALS AND EQUIPMENT. MATERIALS, EQUIPMENT
 AND DEVICES APPROVED BY THE BUILDING OFFICIAL SHALL BE
 CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SUCH
 APPROVAL.
  
 104.9.1 USED MATERIALS AND EQUIPMENT. THE USE OF USED
 MATERIALS WHICH MEET THE REQUIREMENTS OF THIS CODE FOR
 NEW MATERIALS IS PERMITTED. USED EQUIPMENT AND DEVICES
 SHALL NOT BE REUSED UNLESS APPROVED BY THE BUILDING
 OFFICIAL.
  
 7.3) WIND REQUIREMENTS ARE SHOWN ON SHEET S1.01:
 7.3.1) THE WIND DESIGN IS SHOWN TO HAVE AN EXPOSURE
 ?B?, PLEASE REVIEW SECTION 1609.4.3 EXPOSURE
 CATEGORIES, EXPOSURE C.
  
 THIS EXPOSURE SHALL ALSO APPLY TO ANY BUILDING LOCATED
 WITHIN EXPOSURE B-TYPE TERRAIN WHERE THE BUILDING IS
 WITHIN 100 FEET HORIZONTALLY IN ANY DIRECTION OF OPEN
 AREAS OF EXPOSURE C-TYPE TERRAIN THAT EXTENDS MORE THAN
 600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FT. IN
 THE UPWIND DIRECTION.
  
 7.3.2 BUILDING ENVELOPE: MULTIPLE ISSUES:
 COMPONENTS & CLADDING ,1609, WALL OPENINGS, PRESSURES
 WILL BE GREATER FOR A ?C? EXPOSURE WITH HEIGHT
 MULTIPLIERS OF 1.35 FOR A BUILDING WITH A MEAN ROOF
 HEIGHT OF 25 FEET. PLEASE PROVIDE PRESSURES FOR 10 SQ
 FT FOR BOTH ZONES 4 & 5 SINCE THESE ARE THE WORST CASE
 FOR INTERIOR ZONES AND END ZONES. FURTHER
 IDENTIFICATION OF EFFECTIVE WIND AREA (20 SQ FT, 50 SQ
 FT) AND ASSOCIATED PRESSURES WOULD BE APPRECIATED.
  
 PLEASE PROVIDE ROOF PRESSURES FOR ZONES 1,2 &3 FOR BOTH
 THE SLOPED ROOF AND FLAT ROOF.
  
 7.3.3 106.3.3 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.
  
 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
 (G) PRE-ENGINEERED A/C STANDS
  
 7.4 STRUCTURAL CALCULATIONS: WALL SYSTEMS 1918.2
 INSULATED CONCRETE FORM WALL SYSTEM.
  
 7.5) FOUNDATION: FOUNDATION DESIGN MAY VERY DEPENDING
 ON THE TYPE OF WALL SYSTEM
  
 7.6) ROOF SYSTEMS : SHEET A-2.01 INDICATES THE TYPE OF
 TRUSS TO BE INSTALLED, WITH CATHEDRAL CEILING BUT NO
 ROOF PLAN IDENTIFYING TRUSSES, LOADS TO BE RESISTED,
 UPLIFT, SLIDING AND GRAVITY LOADS, PART OF THE MWFRS
 (MAIN WIND FORCE RESISTING SYSTEM). 1609 WIND .
  
 8). MATERIALS SHALL BE REVIEWED AND SHALL AT A MINIMUM
 INCLUDE THE FOLLOWING:
 8.1) FOAM INSULATION TO COMPLY WITH FBC-B 2603.4
 THERMAL BARRIER REQUIREMENTS.
  
 8.2 HOW THE INTERIOR WALLS WILL BE ATTACHED TO THE FOAM
 INSULATING BLOCKS?
  
 8.3 PLANS ARE SILENT ON WHAT TYPE OF INSULATION TO BE
 INSTALLED AT THE ROOF SYSTEM, PLEASE NOTE THE PITCH OF
 THE BOTTOM CHORD OF THE TRUSS.
  
 9) PLEASE PROVIDE ENERGY CALCULATIONS FOR THE PROJECT
 FBC-B 13-400.0 METHODS OF COMPLIANCE .
  
  
 10). INTERIOR REQUIREMENTS SHALL INCLUDE THE FOLLOWING:
 INTERIOR FINISHES PER TABLE 803.5.
  
 11) SHEET A-2.1 INDICATES THE USE OR INSTALATION OF A
 STEEPLE ON THE ROOF, NO DETAILS AS TO THE STRUCTURAL
 TIE DOWN NOR MANUFACTURER SPEC. 106.1.2 ADDITIONAL
 INFORMATION REQUIRED.
  
 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.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2012-04-30 Cont ID  
Sent By rlecky Date 2012-04-30 Time 14:29 Rev Time 0.00
Received By rlecky Date 2012-04-30 Time 14:18 Sent To  
Notes
2012-04-30 14:27:4912030383
 1101 CHARLES ST.
 GROUP A3
 SANCTUARY BUILDING
  
 PLEASE NOTE THE FOLLOWING ITEMS STILL REQUIRE A
 RESPONSE:
  
 VERIFY THAT ALL NEW ELECTRICAL EQUIPMENT INTENDED TO
 INTERRUPT CURRENT AT FAULT LEVELS HAS AN INTERRUPTING
 RATING SUFFICIENT FOR THE NOMINAL CIRCUIT VOLTAGE AND
 CURRENT THAT IS AVAILABLE. NEC 110.9
 PROVIDE A DETAIL SHOWING THAT THE REQUIRED WORKING
 CLEARANCES AND DEDICATED WORKING SPACE HAS BEEN
 PROVIDED FOR THE ELECTRICAL EQUIPMENT AND PANEL BOARDS.
 NEC 110.26, 240.24, 408.17
 SHOW LOCATION OF ALL PANEL BOARDS. PROVIDE PANEL
 SCHEDULE SHOWING RATING, SIZE AND WIRING METHOD FOR THE
 NEW ELECTRICAL CIRCUITS. NEC 210.3
 SHOW SERVICE LOCATION ON THE PLAN. VERIFY THE SERVICE
 RISER HAS ADEQUATE SIZE AND CLEARANCE. NEC 230.24,
 230.72
 SHOW ALL SERVICE GROUNDING AND BONDING. NEC 215.5, NEC
 250.20
 PROVIDE AN INTERSYSTEM BONDING POINT. NEC 250.94
 PROVIDE A SUMMARY LOAD CALCULATION. NEC 230.31
 GFCI PROTECTION IS REQUIRED FOR THE ELECTRIC WATER
 COOLER. NEC 422.52
 PROVIDE A LIGHTING DENSITY CALCULATION SHOWING
 COMPLIANCE WITH THE FLORIDA BUILDING ENERGY CODE
 REQUIREMENTS. FBC 13-415 ABC.5
 SPECIFY ON THE PLANS HOW THE LIGHTING WILL BE
 CONTROLLED USING MOTION SENSORS OR SIMILAR TECHNIQUES.
 SPACE CONTROL FBC 13-415 ABC.1.2.; ADDITIONAL CONTROLS
 13-415.ABC.1.3
  
 ROBERT LECKY
 ELECTRIC PLANS EXAMINER
 [email protected]
 561-805-6718
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2012-03-19 Cont ID  
Sent By rlecky Date 2012-03-19 Time 14:43 Rev Time 0.00
Received By rlecky Date 2012-03-19 Time 13:49 Sent To  
Notes
2012-03-19 14:44:3612030383
 1101 CHARLES ST.
 GROUP A3
 SANCTUARY BUILDING
  
 VERIFY THAT ALL NEW ELECTRICAL EQUIPMENT INTENDED TO
 INTERRUPT CURRENT AT FAULT LEVELS HAS AN INTERRUPTING
 RATING SUFFICIENT FOR THE NOMINAL CIRCUIT VOLTAGE AND
 CURRENT THAT IS AVAILABLE. NEC 110.9
 PROVIDE A DETAIL SHOWING THAT THE REQUIRED WORKING
 CLEARANCES AND DEDICATED WORKING SPACE HAS BEEN
 PROVIDED FOR THE ELECTRICAL EQUIPMENT AND PANEL BOARDS.
 NEC 110.26, 240.24, 408.17
 SHOW LOCATION OF ALL PANEL BOARDS. PROVIDE PANEL
 SCHEDULE SHOWING RATING, SIZE AND WIRING METHOD FOR THE
 NEW ELECTRICAL CIRCUITS. NEC 210.3
 SHOW SERVICE LOCATION ON THE PLAN. VERIFY THE SERVICE
 RISER HAS ADEQUATE SIZE AND CLEARANCE. NEC 230.24,
 230.72
 SHOW ALL SERVICE GROUNDING AND BONDING. NEC 215.5, NEC
 250.20
 PROVIDE AN INTERSYSTEM BONDING POINT. NEC 250.94
 PROVIDE A SUMMARY LOAD CALCULATION. NEC 230.31
 GFCI PROTECTION IS REQUIRED FOR THE ELECTRIC WATER
 COOLER. NEC 422.52
 PROVIDE A LIGHTING DENSITY CALCULATION SHOWING
 COMPLIANCE WITH THE FLORIDA BUILDING ENERGY CODE
 REQUIREMENTS. FBC 13-415 ABC.5
 SPECIFY ON THE PLANS HOW THE LIGHTING WILL BE
 CONTROLLED USING MOTION SENSORS OR SIMILAR TECHNIQUES.
 SPACE CONTROL FBC 13-415 ABC.1.2.; ADDITIONAL CONTROLS
 13-415.ABC.1.3
  
 ROBERT LECKY
 ELECTRIC PLANS EXAMINER
 [email protected]
 561-805-6718
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2012-04-19 Cont ID  
Sent By wjolin Date 2012-04-19 Time 10:18 Rev Time 0.00
Received By wjolin Date 2012-04-19 Time 08:51 Sent To  
Notes
2012-04-19 09:46:501101 CHARLES STREET
 PERMIT #12030383
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 THE EXISTING BUILDING IS ADDRESSED AS 1101 CHARLES
 STREET, PLEASE INDICATE THE ADDRESS OF THE NEW
 SANCTUARY BUILDING.
  
 UPDATE THE CODE LIST TO REFERENCE THE 2010 EDITION OF
 THE FLORIDA FIRE PREVENTION CODE WHICH CONTAINS THE
 2009 EDITION OF BOTH NFPA 1 AND NFPA 101 WITH FLORIDA
 AMENDMENTS.
  
 PORTABLE FIRE EXTINGUISHERS SHALL HAVE A MINIMUM RATING
 OF 2A:10BC AND SHALL BE TAGGED BY A LICENSED FIRE
 EXTINGUISHER COMPANY.
  
 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.
  
 STRUCTURES WITH LIGHT FRAME FLOOR/ROOF TRUSS
 CONSTRUCTION SHALL BE IDENTIFIED WITH A SIGN AFFIXED TO
 THE BUILDING. THE SIGN SHALL FEATURE A MALTESE CROSS
 8-INCHES WIDE AND 8-INCHES TALL AND BE OF A BRIGHT RED
 REFLECTIVE COLOR AND BEAR THE LETTER "R" DESIGNATION
 PER FLORIDA STATUTE 633.027 AND FLORIDA ADMINISTRATIVE
 CODE 69A-60.0081.
  
 PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT DOORS WITH
 EXIT SIGNS.
  
 PROVIDE STAIR AND HANDRAIL DETAILS FOR THE ACCESSIBLE
 RAMP AND THE STAGE STEPS.
  
 SHEET A1.01: DOOR D7 NEEDS TO BE EQUIPPED WITH PANIC
 HARDWARE.
  
 SHEET LS1.01: STUDY ROOM #201 IS INDICATED AS AN EXIT
 FROM THE SANCTUARY; HOWEVER, THERE ARE NOT EXIT SIGNS
 IN THE SANCTUARY MAKING THIS EXIT OBVIOUS. DOOR FRAME
 WIDTH INTO THE STUDY ROOM #201 IS 20-INCHES.
  
 ELECTRICAL DRAWINGS DO NOT SHOW POWER TO EXIT SIGNS,
 EMERGENCY LIGHTING OR SMOKE DETECTORS.
  
 INTERIOR WALL AND CEILING FINISHES IN THE FOYER SHALL
 BE CLASS A OR B. CLASS C FINISHES ARE ACCETABLE IN
 OTHER AREAS.
  
 CURTAINS, DRAPES AND OTHER LOOSELY HANGING
 FINISHINGS/DECORATIONS SHALL MEET THE FLAME PROPAGATION
 CRITERIA OF NFPA 701 (MATERIAL WILL SELF EXTINGUISH
 ONCE DIRECT FIRE FLAME HAS BEEN REMOVED).
  
 WESLEY JOLIN
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2012-05-08 Cont ID  
Sent By lmartine Date 2012-05-04 Time 09:50 Rev Time 0.00
Received By lmartine Date 2012-04-09 Time 11:14 Sent To  
Notes
2012-04-10 11:15:00C--8
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2012-04-10 Cont ID  
Sent By lmartine Date 2012-03-27 Time 11:13 Rev Time 0.00
Received By lmartine Date 2012-03-15 Time 14:30 Sent To  
Notes
2012-04-10 11:14:13REMOVED FROM REVIEW FOR LACK OF PAYMENT.
2012-03-15 14:30:50C--7
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2012-04-30 Cont ID  
Sent By jwitmer Date 2012-04-30 Time 10:28 Rev Time 0.00
Received By jwitmer Date 2012-04-30 Time 10:28 Sent To  
Notes
2012-04-30 10:29:52BEFORE 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 M MECHANICAL (A/C)
Rev No 1 Status F Date 2012-04-17 Cont ID  
Sent By hmoser Date 2012-04-17 Time 10:39 Rev Time 0.00
Received By hmoser Date 2012-04-17 Time 10:39 Sent To  
Notes
2012-04-17 11:11:01PLANS DENIED
 1) PROVIDE EQUIPMENT SCHEDULE ON THE PLANS 106.3.5.1.4
 MECHANICAL.
 2) PROVIDE BATHROOM EXHAUST ON THE PLANS. PER TABLE
 403.3 2010 FBC (M)
 3) PROVIDE FRESH AIR CALCULATIONS ON THE PLANS 403.3
 2010 FBC (M)
 4) PROVIDE ENERGY CALCULATION WITH THE PLANS PER
 503.2.1
 CALCULATION OF HEATING AND COOLING 2010 FLORIDA ENERGY
 CODE
 5) PLEASE PROVIDE A COMPLETE SET OF MECHANICAL PLANS.
 PLAN REVIEW BY HAROLD MOSER
 561-805-6732
 [email protected]
Review Stop P PLUMBING
Rev No 1 Status P Date 2012-04-18 Cont ID  
Sent By lwagner Date 2012-04-18 Time 14:21 Rev Time 0.00
Received By lwagner Date 2012-04-18 Time 13:30 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2012-05-02 Cont ID  
Sent By lfranco Date 2012-05-02 Time 11:11 Rev Time 0.00
Received By lfranco Date 2012-04-30 Time 17:45 Sent To  
Notes
2012-05-02 11:12:39PLANNING AND ZONING: **** PASSED, AS PART OF THE
 CONDITIONS OF APPROVAL FOR THE CLASS B SPECIAL USE
 PERMIT, PROVIDE TWO (2) COPIES OF THE PHOTOMETRICS PLAN
 TO THE PLANNING AND ZONING DEPARTMENT FOR THE FILE OF
 THE ZBA CASE NO. 3149. MY CONTACT INFORMATION IS
 REFERENCED BELOW. ****
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT ME.
  
 LINDA MIA FRANCO
 SENIOR PLANNER
 PLANNING AND ZONING DEPARTMENT
 TEL: (561) 822-1443
 EMAIL: [email protected]
  
  
  
  


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