Plan Review Details - Permit 12090675
Plan Review Stops For Permit 12090675
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2013-04-12 Cont ID  
Sent By jwitmer Date 2013-04-12 Time 12:13 Rev Time 0.00
Received By jwitmer Date 2013-04-12 Time 12:13 Sent To  
Notes
2013-04-12 12:18:31BUILDING PLAN REVIEW
 PERMIT:12090675
 ADD: 854 CONNESTON RD
 CONT: TBD
 TEL: (786)663-6949
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
  
 NOV. 14/ 2012
  
 BUILDING APPROVED WITH EXCEPTION!
 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) THE NEW EXTERIOR DOOR TA FLLORIDA APPROVAL #
 13930-R1COVER SHEET WAS SUBMITTED. SHEET 2 OF REPORT
 LIST ALL MODEL NUMBERS COVERED UNDER THIS REPORT. NONE
 WERE CIRCLED INDICATING THE TYPE OF DOOR TO BE
 INSTALLED. EACH MODEL NUMBER HAS A MIAMI-DADE NOA
 ASSOCIATED WITH IT. THESE REPORTS WERE NOT SUBMITTED.
 THESE REPORTS AND TECHNICAL SHEETS ARE REQUIRED AS PART
 OF THE SUBMITTAL.
 WILL REQUIREA REVISION, THE DESIGNER OF RECORD'S SHOP
 DRAWING STAMP REQUIRED ON THE PRODUCT APPROVAL BEFORE
 SUBMITTAL TO THE BUILDING DEPARTMENT. WPB ADMIN
 107.3.4.1/ RULE 9N3(31)(B).
  
 2) TO DATE NO ROOFING PRODUCT APPROVALS WERE SUBMITTED.
 SHEET A-3.01 NOTE # 33 INDICATES THE USE OF SHINGLES,
 FL APPROVAL # FL 7006-R4. TO BE REVIEWED UNDER A
 SEPERATE ROOFING PERMIT WITH ASSOCIATED FEES.
  
 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 B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2012-11-14 Cont ID  
Sent By J WITMER Date 2012-11-14 Time 11:30 Rev Time 0.00
Received By jwitmer Date 2012-11-14 Time 10:00 Sent To  
Notes
2012-11-14 11:10:14BUILDING PLAN REVIEW
 PERMIT:12090675
 ADD: 854 CONNESTON RD
 CONT: TBD
 TEL: (786)663-6949
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
  
 NOV. 14/ 2012
  
 BUILDING APPROVED WITH EXCEPTION!
 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) THE NEW EXTERIOR DOOR TO DATE NO PRODUCT APPROVAL
 SUBMITTED, PRESSURES ORE OK. WILL REQUIREA REVISION,
 THE DESIGNER OF RECORD'S SHOP DRAWING STAMP REQUIRED ON
 THE PRODUCT APPROVAL BEFORE SUBMITTAL TO THE BUILDING
 DEPARTMENT. WPB ADMIN 107.3.4.1/ RULE 9N3(31)(B).
  
 2) TO DATE NO ROOFING PRODUCT APPROVALS WERE SUBMITTED.
 SHEET A-3.01 NOTE # 33 INDICATES THE USE OF SHINGLES,
 FL APPROVAL # FL 7006-R4. TO BE REVIEWED UNDER A
 SEPERATE ROOFING PERMIT WITH ASSOCIATED FEES.
  
 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2012-10-04 Cont ID  
Sent By jwitmer Date 2012-10-04 Time 08:49 Rev Time 0.00
Received By jwitmer Date 2012-10-03 Time 13:11 Sent To  
Notes
2012-10-03 16:57:11BUILDING PLAN REVIEW
 PERMIT:12090675
 ADD: 854 CONNESTON RD
 CONT: TBD
 TEL: (786)663-6949
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
  
 2010 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.
 LAST KNOWN, LICENSED USE: DAYCARE
 1ST REVIEW
 OCT. 03/2012
 ACTION: DENIED
  
 1) MISSING INFORMATION MINIMUM PLAN REVIEW FOR
 COMMERCIAL BUILDINGS:
 2010 FBC/ WPB ADMINISTRATIVE CODE (CHAPTER 1)
 107.3.5.1.1.
 1A) (2) OCCUPANCY GEOUP
  
 1B) (3) MINIMUM BUILDING TYPE
  
 1C) (4) FIRE-RESISTANT CONSTRUCTION REQUIREMENTS SHALL
 INCLUDE THE FOLLOWING COMPONENTS:
 FIRE-RESISTANT SEPARATIONS
 FIRE-RESISTANT PROTECTION FOR TYPE OF CONSTRUCTION
 PROTECTION OF OPENINGS AND PENETRATIONS OF RATED WALLS
  
 1D) (5)FIRE SUPPRESSION SYSTEMS SHALL INCLUDE:
 EARLY WARNING SMOKE EVACUATION SYSTEMS
 SCHEMATIC FIRE SPRINKLERS
 PRE-ENGINEERED SYSTEMS
 RISER DIAGRAM
  
 1E) (6.) LIFE SAFETY SYSTEMS SHALL BE DETERMINED AND
 SHALL INCLUDE THE FOLLOWING
 REQUIREMENTS:
 OCCUPANT LOAD AND EGRESS CAPACITIES
 EARLY WARNING
  
 1F) (7) OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL
 INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT ACCESS
 EXITS
  
 1G) (8) 8. STRUCTURAL REQUIREMENTS SHALL INCLUDE:
  
 WIND DESIGN CRITERIA REQUIREMENTS/ PRESSURES
  
 2) 2010 EXISTING BUILDING CODE 901.3 CHANGE OF
 OCCUPANCY CLASSIFICATION. WHERE THE OCCUPANCY
 CLASSIFICATION OF A BUILDING CHANGES, THE PROVISIONS OF
 SECTIONS 902 THROUGH 912 SHALL APPLY. THIS INCLUDES A
 CHANGE OF OCCUPANCY CLASSIFICATION WITHIN A GROUP AS
 WELL AS A CHANGE OF OCCUPANCY CLASSIFICATION FROM ONE
 GROUP TO A DIFFERENT GROUP
  
 2A) SHEET A1.02 INDICATES AN OCCUPANT LOAD OF 302 SEATS
 PLUS THE OCCUPANT LOAD OF THE STAGE (14) = 316
 OCCUPANTS. 2010 EXT BLD CODE SECTION 904.1
 FIRE PROTECTION REQUIREMENTS OF SECTION 912 SHALL APPLY
 WHERE A BUILDING OR PORTIONS THEREOF UNDERGO A CHANGE
 OF OCCUPANCY CLASSIFICATION.
 2010 EXT BLD CPDE 912.2 FIRE PROTECTION SYSTEMS.
  
 FIRE PROTECTION SYSTEMS SHALL BE PROVIDED IN ACCORDANCE
 WITH SECTIONS 912.2.1 AND 912.2.2.
  
 EXT BLD CODE 912.2.1 FIRE SPRINKLER SYSTEM.
  
 WHERE A CHANGE IN OCCUPANCY CLASSIFICATION OCCURS THAT
 REQUIRES AN AUTOMATIC FIRE SPRINKLER SYSTEM TO BE
 PROVIDED BASED ON THE NEW OCCUPANCY IN ACCORDANCE WITH
 CHAPTER 9 OF THE FLORIDA BUILDING CODE, BUILDING, SUCH
 SYSTEM SHALL BE PROVIDED THROUGHOUT THE AREA WHERE THE
 CHANGE OF OCCUPANCY OCCURS.
 2010 FBC-BUILDING 903.2.1.1 GROUP A-1
 AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED FOR
 GROUP A-1 OCCUPANCIES WHERE ONE OF THE FOLLOWING
 CONDITIONS EXISTS:
 (2). THE FIRE AREA HAS AN OCCUPANT LOAD OF 300 OR MORE;
  
 2B) EXT BLD CODE 912.2.2 FIRE ALARM AND DETECTION
 SYSTEM.
 WHERE A CHANGE IN OCCUPANCY CLASSIFICATION OCCURS THAT
 REQUIRES A FIRE ALARM AND DETECTION SYSTEM TO BE
 PROVIDED BASED ON THE NEW OCCUPANCY IN ACCORDANCE WITH
 CHAPTER 9 OF THE FLORIDA BUILDING CODE, BUILDING, SUCH
 SYSTEM SHALL BE PROVIDED THROUGHOUT THE AREA WHERE THE
 CHANGE OF OCCUPANCY OCCURS. EXISTING ALARM NOTIFICATION
 APPLIANCES SHALL BE AUTOMATICALLY ACTIVATED THROUGHOUT
 THE BUILDING. WHERE THE BUILDING IS NOT EQUIPPED WITH A
 FIRE ALARM SYSTEM, ALARM NOTIFICATION APPLIANCES SHALL
 BE PROVIDED THROUGHOUT THE AREA WHERE THE CHANGE OF
 OCCUPANCY OCCURS AND SHALL BE AUTOMATICALLY ACTIVATED.
  
 3) SHEET A-1.02 THE WALL AND DOOR, DOOR 103, THAT
 SEPERATES THE SANCTUARY FROM THE BUSINESS AND CLASSROOM
 PORTION OF THE BUILDING DOES NOT APPEAR TO BE FIRE
 RATED. PLEASE REVIEW 303.1 EXCEPTION # 5, PLEASE
 PROVIDE THE SQUARE FOOTAGE OF THE BUSINESS AND
 CLASSROOMAND ASSOCIATED OCCUPANT LOADS, THIS WILL ALSO
 INCLUDE THE 2ND STORY PORTION OF THE CLASSROOM AREA
 THAT IS NOT PROVIDED.
  
 4) SHEET A-1.02 DOOR # 1.11 & S-1 INDICATE A NEW DOOR
 OPENING WITH PRESSURES, AS STATED ABOVE IN COMMENT (1G)
 PLEASE PROVIDE THE WIND DESIGN CRITERIA
 PER 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 4.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
 4.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
 4.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
 4.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
 4.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE
 TABLE 1609.2(2) .
  
 5) 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..
  
 6) 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
  
 7A) SHEET A-1.02 THE NEW FOYER LOBBY IS MISSING A CUT
 SECTION THROUGH THE NORTH SOUTH LOBBY WALLS ABOVE THE
 RESTROOMS. A4.01 INDICATES THESE WALLS CONTINUE TO THE
 UNDER SIDE OF THE ROOF SHEATHING BUT THE STUD SPACING
 IS NOT PROVIDED, NOR THE GAUGE OF THE STUD OR SPACING ,
 2010 FBC-B TABLE 2506.2 STEEL STUDS NON-LOAD BEARING,
 AND TYPE OF DRYWALL AND THICKNESS.
  
 7B) SHEET A-1.2 NOTE # 12 INDICATES THE USE OF A BILCO
 HATCH, PLEASE PROVIDE PRODUCT SPECS FOR HATCH PROVIDING
 CLEAR WIDTH AND LENGTH OF OPENING. THE 2010 FBC-M 306.2
 REQUIRES A CLEAR DOOR OPENING OF 36X80, THE EXCEPTION
 IS FOR A DWELLING UNIT AND LARGE ENOUGH FOR THE REMOVAL
 OF THE LARGEST APPLIANCE IN THE SPACE, A1 & A2 AIR
 HANDLIERS ARE 89X29X67 .
  
 8) THE ARCHITECTURAL PLANS DO NOT INDICATE WHAT TYPE OF
 FINISHES ARE GOING TO BE ON THE FOYER, HALLWAYS AND
 RESTROOM CEILING AS WELL AS WALLS WITHIN THE
 MECHANICAL ROOM, ADDITIONAL INFORMATION REQUIED.
 107.2.1.3.
  
 9) SHEET A3.01 NOTE 33 INDICATES NEW SHINGLE ROOF, WILL
 REQUIRE A SEPERATE PERMIT WITH ASSOCIATED REVIEWS AND
 FEES. PRODUCT APPROVALS WILL BE REQUIRED FOR
 SHINGLE ROOFING.
  
 10) PLEASE PROVIDE PLANS FOR THE 2ND STORY PORTION OF
 THIS FACILITY PROVIDE OCCUPANTCY, OCCUPANT LOADS,
 COMMON PATH OF TRAVEL AS WELL AS EGRESS STAIRS.
 MINIMUM CRITERIA FOR COMMERCIAL PLAN REVIEW
 107.3.5.1.1./ , CHANGE OF OCCUPANCY 2010 EXT BLDG CODE
 SECTION 9 12. NO PLANS WERE SUBMITTED.
  
 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 P Date 2012-11-13 Cont ID  
Sent By R LECKY Date 2012-11-13 Time 08:06 Rev Time 0.00
Received By rlecky Date 2012-11-13 Time 07:55 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2012-10-03 Cont ID  
Sent By rlecky Date 2012-10-03 Time 09:07 Rev Time 0.00
Received By rlecky Date 2012-10-02 Time 12:22 Sent To  
Notes
2012-10-03 09:10:4112090675
 854 CONNISTON RD
 CHURCH REMODEL
  
 THE FOLLOWING CODE REQUIREMENTS WERE NOTED ON THE PLAN.
  
 PROVIDE SAFETY LABELING FOR FLASH PROTECTION. NEC
 110.22, 110.16
 ELECTRIC DRINKING FOUNTAINS SHALL BE PROTECTED WITH
 GFCI PROTECTION. NEC 422.52
 PROVIDE AN ENGINEERING DETAIL FOR THE LIGHT POLES AND
 FIXTURES WHICH INDICATES CAPABILITY TO WITH STAND HIGH
 WIND. PROVIDE AN EXPOSURE CATEGORY AND IMPORTANCE
 FACTOR FOR THE DESIGN. FBC 1609, ASCE 7-10
  
 NOTE: SEPARATE PERMITS ARE REQUIRED FOR LOW VOLTAGE
 SYSTEMS, FIRE ALARM SYSTEMS AND SITE LIGHTING.
  
 ROBERT LECKY
 ELECTRICAL PLANS EXAMINER
 [email protected]
 561-805-6718
  
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2013-04-29 Cont ID  
Sent By Mgonzale Date 2013-04-29 Time   Rev Time 1.00
Received By mgonzale Date 2013-04-29 Time   Sent To I
Notes
2013-04-29 13:33:17NO OBJECTION.
  
 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 ENG ENGINEERING CSD
Rev No 3 Status P Date 2013-04-29 Cont ID  
Sent By Mgonzale Date 2013-04-29 Time   Rev Time 1.00
Received By mgonzale Date 2013-04-29 Time   Sent To I
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2012-11-20 Cont ID  
Sent By B MOREE Date 2012-11-20 Time 14:30 Rev Time 0.00
Received By bmoree Date 2012-11-20 Time 14:30 Sent To  
Notes
2012-11-20 14:30:101. SEPARATE APPLICATION TO ENGINEERING REQUIRED FOR
 SITE CIVIL PLANS FOR WATER, SEWER, STORMWATER, AND FIRE
 LINE CONNECTION TO CITY UTILITIES. ENGINEERING HAS ONLY
 PROVIDED A UTILITY AVAILABILITY LETTER.
  
 BRIAN R. MOREE, MPA
 ENGINEERING CONSTRUCTION MANAGER
 ENGINEERING & PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 CITY HALL FOURTH FLOOR
 401 CLEMATIS STREET
 WEST PALM BEACH, FLORIDA 33401
 561-494-1098 OFFICE
 561-494-1116 FAX
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2012-10-16 Cont ID  
Sent By bmoree Date 2012-10-16 Time 16:41 Rev Time 0.00
Received By bmoree Date 2012-10-16 Time 16:41 Sent To  
Notes
2012-10-16 16:46:211. SEPARATE APPLICATION TO ENGINEERING REQUIRED FOR
 SITE CIVIL PLANS FOR WATER, SEWER, STORMWATER, AND FIRE
 LINE CONNECTION TO CITY UTILITIES. ENGINEERING HAS ONLY
 PROVIDED A UTILITY AVAILABILITY LETTER.
  
 BRIAN R. MOREE, MPA
 ENGINEERING CONSTRUCTION MANAGER
 ENGINEERING & PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 CITY HALL FOURTH FLOOR
 401 CLEMATIS STREET
 WEST PALM BEACH, FLORIDA 33401
 561-494-1098 OFFICE
 561-494-1116 FAX
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2013-04-16 Cont ID  
Sent By wjolin Date 2013-04-16 Time 13:02 Rev Time 0.00
Received By wjolin Date 2013-04-16 Time 11:57 Sent To  
Notes
2013-04-16 13:02:17854 CONNISTON ROAD
 PERMIT #12090675
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 NOTE TO FIRE INSPECTOR:
 A FIRE HYDRANT SHALL BE LOCATED WITHIN 150 FEET OF THE
 FIRE DEPARTMENT CONNECTION. A PRIVATE FIRE HYDRANT MAY
 NEED TO BE ADDED ON SITE TO ACCOMODATE THE FDC.
  
 WESLEY JOLIN
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2012-12-14 Cont ID  
Sent By wjolin Date 2012-12-14 Time 13:28 Rev Time 0.00
Received By wjolin Date 2012-12-14 Time 13:26 Sent To  
Notes
2012-12-14 13:28:44854 CONNISTON ROAD
 PERMIT #12090675
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 *****PROVISO*****
  
 NEW COMMENT: FIRE SPRINKLER - FLOWING HYDRAULIC NODES
 #10, #15, #20, AND #25 HAVE A SPRINKLER OPERATING
 PRESSURE LESS THAN 7 PSI. REVISE HYDRAULIC
 CALCULATIONS.
  
 FIRE SPRINKLER: PROVIDE FIRE HYDRANT FLOW TEST
 INFORMATION. A HYDRANT SHALL BE LOCATED WITHIN 150 FEET
 OF THE FIRE DEPARTMENT CONNECTION. A PRIVATE FIRE
 HYDRANT MAY NEED TO BE ADDED ON SITE TO ACCOMODATE THE
 FDC.
  
 GUARDS, AT LEAST 42-INCHES TALL, SHALL BE PROVIDED AT
 THE OPEN SIDES OF MEANS OF EGRESS (STAIRS, MEZZANINE,
 ETC.) THAT EXCEED 30-INCHES ABOVE THE FLOOR. OPEN
 GUARDS SHALL PROHIBIT THE PASSAGE OF A 4-INCH DIAMETER
 SPHERE UP TO A HEIGHT OF 34-INCHES. THE TRIANGULAR
 OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT
 OF THE GUARDRAIL SHALL PROHIBIT THE PASSAGE OF A 6-INCH
 DIAMETER SPHERE.
  
 WESLEY JOLIN
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2012-11-17 Cont ID  
Sent By W JOLIN Date 2012-11-17 Time 17:04 Rev Time 0.00
Received By wjolin Date 2012-11-17 Time 16:29 Sent To  
Notes
2012-11-17 16:30:28854 CONNISTON ROAD
 PERMIT #12090675
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 *****PROVISO*****
  
 GUARDS, AT LEAST 42-INCHES TALL, SHALL BE PROVIDED AT
 THE OPEN SIDES OF MEANS OF EGRESS (STAIRS, MEZZANINE,
 ETC.) THAT EXCEED 30-INCHES ABOVE THE FLOOR. OPEN
 GUARDS SHALL PROHIBIT THE PASSAGE OF A 4-INCH DIAMETER
 SPHERE UP TO A HEIGHT OF 34-INCHES. THE TRIANGULAR
 OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT
 OF THE GUARDRAIL SHALL PROHIBIT THE PASSAGE OF A 6-INCH
 DIAMETER SPHERE.
  
 FIRE SPRINKLER: THE HYDRAULIC AREA SHALL BE INCREASED
 BY 30% WHEN THE CEILING/ROOF PITCH EXCEEDS 2 IN 12 PER
 NFPA 13 SECTION 11.2.3.2.4.
  
 FIRE SPRINKLER: PROVIDE FIRE HYDRANT FLOW TEST
 INFORMATION. A HYDRANT SHALL BE LOCATED WITHIN 150 FEET
 OF THE FIRE DEPARTMENT CONNECTION. A PRIVATE FIRE
 HYDRANT MAY NEED TO BE ADDED ON SITE TO ACCOMODATE THE
 FDC.
  
 FIRE SPRINKLER: AN UNNECESSARY CONTROL VALVE IS LOCATED
 DOWNSTREAM OF THE FIRE DEPARTMENT CONNECTION.
  
 WESLEY JOLIN
 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 2012-10-04 Cont ID  
Sent By wjolin Date 2012-10-04 Time 12:05 Rev Time 0.00
Received By wjolin Date 2012-10-04 Time 10:17 Sent To  
Notes
2012-10-04 12:05:34854 CONNISTON ROAD
 PERMIT #12090675
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 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.
  
 ALL CONSTRUCTION AND DEMOLITION WORK SHALL CONFORM TO
 THE REQUIREMENTS OF NFPA 241. TRASH AND CONSTRUCTION
 DEBRIS SHALL BE REMOVED FROM THE SITE DAILY. ALL
 DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO
 SMOKING" SIGNS POSTED.
  
 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.
  
 PROVIDE A LIFE SAFETY PLAN FOR THE ENTIRE FIRST AND
 SECOND FLOORS SHOWING ALL EXITS, OCCUPANCY TYPES,
 OCCUPANT LOADS, FIRE RATED WALLS, EXIT SIGNS, EMERGENCY
 LIGHTING, TRAVEL DISTANCES, COMMON PATH OF TRAVEL ETC.
  
 THE BUILDING IS FUNCTIONING AS A MULTIUSE OCCUPANCY.
 INDICATE IF THE BUILDING IS DESIGNED FOR MIXED USE
 (NON-SEPARATED) OR SEPARATED USE PER SECTION 6.1.14.2.1
 OF NFPA 101 FLORIDA EDITION 2009.
  
 CONFIRM THE BUILDING ADDRESS IS 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.
  
 PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT DOORS WITH
 EXIT SIGNS.
  
 CONFIRM ALL EXIT DOORS TO BE EQUIPPED WITH PANIC
 HARDWARE. NO OTHER LOCKS OR LATCHES NOT RELEASED BY THE
 PANIC HARDWARE WILL BE PERMITTED.
  
 GUARDS, AT LEAST 42-INCHES TALL, SHALL BE PROVIDED AT
 THE OPEN SIDES OF MEANS OF EGRESS (STAIRS, MEZZANINE,
 ETC.) THAT EXCEED 30-INCHES ABOVE THE FLOOR. OPEN
 GUARDS SHALL PROHIBIT THE PASSAGE OF A 4-INCH DIAMETER
 SPHERE UP TO A HEIGHT OF 34-INCHES. THE TRIANGULAR
 OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT
 OF THE GUARDRAIL SHALL PROHIBIT THE PASSAGE OF A 6-INCH
 DIAMETER SPHERE.
  
 FIRE ALARM: CONFIRM FIRE ALARM SYSTEM WILL BE FULLY
 ADDRESSABLE.
  
 FIRE ALARM: PER LOCAL AHJ POLICY, DUCT SMOKE DETECTORS
 SHALL INITIATE A GENERAL FIRE ALARM CONDITION.
  
 FIRE SPRINKLER: THE HYDRAULIC AREA SHALL BE INCREASED
 BY 30% WHEN THE CEILING/ROOF PITCH EXCEEDS 2 IN 12 PER
 NFPA 13 SECTION 11.2.3.2.4.
  
 FIRE SPRINKLER: PROVIDE FIRE HYDRANT FLOW TEST
 INFORMATION. A HYDRANT SHALL BE LOCATED WITHIN 150 FEET
 OF THE FIRE DEPARTMENT CONNECTION. A PRIVATE FIRE
 HYDRANT MAY NEED TO BE ADDED ON SITE TO ACCOMODATE THE
 FDC.
  
 FIRE SPRINKLER: AN UNNECESSARY CONTROL VALVE IS LOCATED
 DOWNSTREAM OF THE FIRE DEPARTMENT CONNECTION.
  
 WESLEY JOLIN
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2013-05-03 Cont ID  
Sent By shill Date 2013-05-03 Time 10:38 Rev Time 0.00
Received By shill Date 2013-04-08 Time 08:32 Sent To  
Notes
2013-04-10 10:16:36C32
  
2013-04-09 08:36:50C-25
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2012-12-14 Cont ID  
Sent By wjolin Date 2012-12-14 Time 13:29 Rev Time 0.00
Received By wjolin Date 2012-12-12 Time 11:22 Sent To  
Notes
2012-12-12 11:28:42RESUB (HYDRAULIC CALCULATIONS AND PLANS) SENT TO FIRE
 BOX / DENIED PLANS ARE IN LARGE DENIED PLAN BIN UNDER
 'TBD'
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2012-11-20 Cont ID  
Sent By lmartine Date 2012-11-20 Time 15:52 Rev Time 0.00
Received By lmartine Date 2012-11-08 Time 10:56 Sent To  
Notes
2012-11-08 10:57:13C19
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2012-10-16 Cont ID  
Sent By lmartine Date 2012-10-16 Time 17:07 Rev Time 0.00
Received By lmartine Date 2012-09-26 Time 17:20 Sent To  
Notes
2012-09-28 17:23:29EXPEDITED
 C--16
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2013-05-09 Cont ID  
Sent By jwitmer Date 2013-05-09 Time 08:22 Rev Time 0.00
Received By jwitmer Date 2013-05-09 Time 08:22 Sent To  
Notes
2013-05-09 08:23:26COUNTY IMPACT FEE ASSESSMENT:
 MU 2013-9953
 11291 SQ FT
 CHURCH $00.00
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2012-11-14 Cont ID  
Sent By jwitmer Date 2012-10-04 Time 11:10 Rev Time 0.00
Received By jwitmer Date 2012-10-04 Time 11:10 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2012-11-14 Cont ID  
Sent By H MOSER Date 2012-11-14 Time 15:24 Rev Time 0.00
Received By hmoser Date 2012-11-14 Time 14:41 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2012-10-01 Cont ID  
Sent By hmoser Date 2012-10-01 Time 13:01 Rev Time 0.00
Received By hmoser Date 2012-10-01 Time 10:10 Sent To  
Notes
2012-10-01 13:01:32PLANS DENIED
 1) PROVIDE RATED WALLS ON THE MECHANICAL PLANS
 SECTION 107.2 CONSTRUCTION DOCUMENTS 2010 FBC
 2) PROVIDE PRODUCT APPROVALS ON OUTDOOR LOUVERS
 AND WALL CAPS PER SECTION 107.3.4.1 GENERAL 2010 FBC
 3) CONDENSING UNIT MOUNT DETAIL ON PAGE M-2 SAY
 160 WIND LOAD NEED 170 WIND LOAD PER FIGURE
 1609A STRUCTURAL DESIGN 2010 FBC.
 PLAN REVIEW BY HAROLD MOSER
 561-805-6732
 [email protected]
Review Stop P PLUMBING
Rev No 2 Status P Date 2012-11-19 Cont ID  
Sent By L WAGNER Date 2012-11-19 Time 10:30 Rev Time 0.00
Received By lwagner Date 2012-11-19 Time 10:25 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2012-10-05 Cont ID  
Sent By lwagner Date 2012-10-05 Time 09:34 Rev Time 0.00
Received By lwagner Date 2012-10-04 Time 15:59 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2013-04-22 Cont ID  
Sent By eschneid Date 2013-04-22 Time 11:31 Rev Time 1.00
Received By eschneid Date 2013-04-19 Time 15:51 Sent To ENG
Notes
2013-04-22 11:29:06*** CONDITIONAL APPROVAL ***
  
 1) ZONING APPROVAL IS ONLY GRANTED FOR THE BUILDING AND
 THE PLACEMENT OF THE NEW MECHANICAL EQUIPMENT.
  
 2) SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. LANDSCAPE
 B. IRRIGATION
 C. FENCING, TO INCLUDE THE MECHANICAL EQUIPMENT
 SCREENING (NOTE: THE CITY OF WEST PALM BEACH DOES NOT
 PERMIT CHAIN LINK WITH SLATS AS A SCREENING OPTION FOR
 MECHANICAL EQUIPMENT).
 D. SITE LIGHTING (NOTE: THE NEW LIGHT POLES SHALL
 CONFORM TO SETBACK REQUIREMENTS FOR THE NEIGHBORHOOD
 COMMERCIAL ZONING DISTRICT. PROVIDE INFORMATION AS TO
 HOW THE LIGHTS WILL NOT PRODUCE GLARE ONTO THE ADJACENT
 RIGHTS-OF-WAY WITH THE SITE LIGHTING PERMIT.
 ADDITIONALLY, VERIFICATION IS REQUIRED THAT THE PROJECT
 WILL NOT PRODUCE LIGHT IN EXCESS OF 0.5 FOOT CANDLES IN
 THE RESIDENTIAL DISTRICT TO THE WEST OF THE SITE.)
 E. DUMPSTER ENCLOSURE (NOTE: THE DUMPSTER SHALL BE
 SCREENED WITH AN OPAQUE WALL. IT MAY NOT BE CHAIN LINK
 WITH SLATS.)
 F. PARKING LOT
 G. SIGNS
  
 3) ALL PERMITS LISTED IN 2, ABOVE, SHALL HAVE WORK DONE
 AND PASS INSPECTION PRIOR TO THE ISSUANCE OF A
 CERTIFICATE OF OCCUPANCY/COMPLETION FOR THIS PERMIT.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
Review Stop Z ZONING
Rev No 2 Status F Date 2012-11-19 Cont ID  
Sent By E SCHNEI Date 2012-11-19 Time 10:45 Rev Time 1.00
Received By eschneid Date 2012-11-19 Time 10:44 Sent To  
Notes
2012-11-19 11:46:35FAILED
  
 PLEASE RESPOND TO COMMENTS IN WRITING.
  
 1) REPEAT COMMENT - THE VALUE OF THE CONSTRUCTION
 ($350,000) EXCEEDS 50% OF THE STRUCTURE'S VALUE
 ($545,114) ACCORDING TO THE P.B.C. PROPERTY APPRAISER'S
 OFFICE; THEREFORE, PURSUANT TO SECTION 94-441(C)(2) OF
 THE ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDR), THE
 LANDSCAPE ON THE SITE SHALL BE IN COMPLIANCE WITH ALL
 APPLICABLE REGULATIONS FOUND IN ARTICLE XIV OF THE
 ZLDR. THE SITE DOES NOT CONFORM TO ARTICLE XIV;
 THEREFORE, PRIOR TO THE ZONING APPROVAL OF THIS PERMIT
 A SEPARATE LANDSCAPE PERMIT AND IRRIGATION PERMIT SHALL
 BE SUBMITTED SHOWING MATERIAL TO BRING THE SITE INTO
 CONFORMITY. TWO COPIES OF A RECENT SURVEY, LESS THAN
 ONE YEAR OLD, WILL BE REQUIRED WITH THE LANDSCAPE
 PERMIT. PLEASE BE AWARE THAT ONLY THE STRUCTURE VALUE
 IS USED TO CALCULATE THE VALUE FOR THE PURPOSE OF
 LANDSCAPE UPGRADES. THE VALUE OF THE LAND OR THE SALE
 PRICE IS NOT PART OF THE EQUATION. THE STRUCTURE VALUE
 IS EITHER WHAT IS LISTED BY THE P.B.C PROPERTY
 APPRAISER OR THE CITY WILL ACCEPT AN INDEPENDENT,
 CERTIFIED APPRAISAL OF ONLY THE BUILDING VALUE THAT IS
 PROVIDED BY THE APPLICANT.
  
 2) THE ADDITIONAL PAVED AREA FOR THE CONDENSING UNITS
 MAY NOT REDUCE THE AMOUNT OF LANDSCAPE ON THE SITE
 BELOW 15%. THIS CALCULATION WAS NOT PROVIDED. PLEASE
 NOTE THAT THE LANDSCAPE IMPROVEMENTS REQUIRED BY
 COMMENT NO. 1 WILL REQUIRE THE SITE TO HAVE A MINIMUM
 OF 15% LANDSCAPING.
  
 2) THE CITY OF WEST PALM BEACH DOES NOT PERMIT CHAIN
 LINK WITH SLATS AS A SCREENING OPTION FOR MECHANICAL
 EQUIPMENT. THE SCREENING NOTE ON SHEET SP1.1 IS NOT
 ACCEPTABLE. THE CONDENSING UNIT ON THE WEST SIDE OF THE
 BUILDING IS NOT SHOWN BEING SCREENED. A HEDGE WOULD BE
 APPROPRIATE SCREENING.
  
 3) REPEAT COMMENT - THE NEW LIGHT POLES SHALL CONFORM
 TO SETBACK REQUIREMENTS FOR THE NEIGHBORHOOD COMMERCIAL
 ZONING DISTRICT. PROVIDE INFORMATION AS TO HOW THE
 LIGHTS WILL NOT PRODUCE GLARE ONTO THE ADJACENT
 RIGHTS-OF-WAY WITH THE SITE LIGHTING PERMIT.
 ADDITIONALLY, VERIFICATION IS REQUIRED THAT THE PROJECT
 WILL NOT PRODUCE LIGHT IN EXCESS OF 0.5 FOOT CANDLES IN
 THE RESIDENTIAL DISTRICT TO THE WEST OF THE SITE. TWO
 COPIES OF A RECENT SURVEY, LESS THAN ONE YEAR OLD, WILL
 BE REQUIRED WITH THE SITE LIGHTING PERMIT.
  
 4) THE DUMPSTER SHALL BE SCREENED WITH AN OPAQUE WALL.
 IT MAY NOT BE CHAIN LINK WITH SLATS.
  
 5) PLEASE NOTE: NEW AND REPLACEMENT FENCING REQUIRES A
 SEPARATE PERMIT. TWO COPIES OF A RECENT SURVEY, LESS
 THAN ONE YEAR OLD, WILL BE REQUIRED WITH ANY FENCING
 PERMIT.
  
 6) THE RESPONSE COMMENTS MENTION THAT A SURVEY WAS
 PROVIDED WITH THIS RESUBMITTAL, YET NO SURVEY WAS
 PROVIDED.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
Review Stop Z ZONING
Rev No 1 Status F Date 2012-10-11 Cont ID  
Sent By eschneid Date 2012-10-11 Time 12:14 Rev Time 2.00
Received By eschneid Date 2012-10-11 Time 12:14 Sent To  
Notes
2012-10-11 12:16:10FAILED
  
 PLEASE RESPOND TO COMMENTS IN WRITING.
  
 1) THE VALUE OF THE CONSTRUCTION ($350,000) EXCEEDS 50%
 OF THE STRUCTURE'S VALUE ($545,114) ACCORDING TO THE
 P.B.C. PROPERTY APPRAISER'S OFFICE; THEREFORE, PURSUANT
 TO SECTION 94-441(C)(2) OF THE ZONING AND LAND
 DEVELOPMENT REGULATIONS (ZLDR), THE LANDSCAPE ON THE
 SITE SHALL BE IN COMPLIANCE WITH ALL APPLICABLE
 REGULATIONS FOUND IN ARTICLE XIV OF THE ZLDR. THE SITE
 DOES NOT CONFORM TO ARTICLE XIV; THEREFORE, PRIOR TO
 THE ZONING APPROVAL OF THIS PERMIT A SEPARATE LANDSCAPE
 PERMIT AND IRRIGATION PERMIT SHALL BE SUBMITTED SHOWING
 MATERIAL TO BRING THE SITE INTO CONFORMITY. TWO COPIES
 OF A RECENT SURVEY, LESS THAN ONE YEAR OLD, WILL BE
 REQUIRED WITH THE LANDSCAPE PERMIT.
  
 2) THE PARKING LOT SEALING AND STRIPING REQUIRES A
 SEPARATE PERMIT. TWO COPIES OF A RECENT SURVEY, LESS
 THAN ONE YEAR OLD, WILL BE REQUIRED WITH THE PARKING
 LOT PERMIT.
  
 3) SIGNS REQUIRE SEPARATE PERMITS.
  
 4) THE CONDENSING UNITS SHALL BE SHOWN ON THE SITE
 PLAN. PLEASE NOTE THAT THE MECHANICAL EQUIPMENT SHALL
 BE SCREENED. NO SCREENING DETAILS WERE PROVIDED.
  
 5) THE NEW LIGHT POLES SHALL CONFORM TO SETBACK
 REQUIREMENTS FOR THE NEIGHBORHOOD COMMERCIAL ZONING
 DISTRICT. PROVIDE INFORMATION AS TO HOW THE LIGHTS WILL
 NOT PRODUCE GLARE ONTO THE ADJACENT RIGHTS-OF-WAY WITH
 THE SITE LIGHTING PERMIT. ADDITIONALLY, VERIFICATION IS
 REQUIRED THAT THE PROJECT WILL NOT PRODUCE LIGHT IN
 EXCESS OF 0.5 FOOT CANDLES IN THE RESIDENTIAL DISTRICT
 TO THE WEST OF THE SITE. TWO COPIES OF A RECENT SURVEY,
 LESS THAN ONE YEAR OLD, WILL BE REQUIRED WITH THE SITE
 LIGHTING PERMIT.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.


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