Plan Review Details - Permit 14100745
Plan Review Stops For Permit 14100745
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-11-22 Cont ID  
Sent By jwitmer Date 2014-11-22 Time 10:03 Rev Time 0.00
Received By jwitmer Date 2014-11-21 Time 15:55 Sent To  
Notes
2014-11-21 17:44:042207 DOCK ST. PERMIT # 14100745.DOC
  
 BUILDING PLAN REVIEW
 PERMIT: 12030383
 ADD: 1101 CHARLES ST
 CONT: CANCIO BUILDERS, INC
 TEL: (772)263-0169
  
 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.
  
 1ST REVIEW
 DATE: FRI. NOV. 21/ 2014
 ACTION: DENIED
  
 1A) THIS NEW PROPOSED STRUCTURE IS LOCATED IN AN A-9
 FLOOD ZONE. PLEASE SHOW COMPLIANCE WITH 2010 FBC-B
 1612.3. 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. PLEASE REVIEW CITY ORDINANCE FOR THE CITY
 REQUIREMENTS REQUIRE AN ADDITIONAL 6 INCHES OF
 ELEVATION OR 13'-6" NGVD. PLEASE NOTE THE ARCHITECTURA
 PLANS INDICATE FINISH FLOOR OF 16.0 FT. THERE IS NO
 IDENTIFICATION IF THIS IS NGVD 29 OR NAVD 88?
  
 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 FORM OMB NO. 1660-0008 EXPIRES:
 JULY 31,2015
  
 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
  
 1B) PLEASE ALSO BE ADVISED OF THE FLOOD DESIGN CRITERIA
 FOUND IN SECTION 2010 FBC-B 1612.4 DESIGN AND
 CONSTRUCTION. THE DESIGN AND CONSTRUCTION OF BUILDINGS
 AND STRUCTURES LOCATED IN FLOOD HAZARD AREAS, INCLUDING
 FLOOD HAZARD AREAS SUBJECT TO HIGH-VELOCITY WAVE
 ACTION, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF ASCE 7
 AND WITH ASCE 24.
  
 1C) PLEASE PROVIDE CODE COMPLIANCE WITH FBC-B 1804.4
 (1-4). GRADING AND FILL IN FLOOD HAZARD AREAS. IN FLOOD
 HAZARD AREAS ESTABLISHED IN SECTION 1612.3, GRADING
 AND/OR FILL SHALL NOT BE APPROVED: SEE 1-4.
  
 1D) 1804.5 COMPACTED FILL MATERIAL. WHERE SHALLOW
 FOUNDATIONS WILL BEAR ON COMPACTED FILL MATERIAL, THE
 COMPACTED FILL SHALL COMPLY WITH THE PROVISIONS OF AN
 APPROVED GEOTECHNICAL REPORT, AS SET FORTH IN SECTION
 1803.
  
 2) PLEASE PROVIDE SOILS REPORT: FBC-B 1803.5.2
 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION, STRENGTH
 OR COMPRESSIBILITY 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 BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
 1803.5 INVESTIGATED CONDITIONS.
 GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED AS
 INDICATED IN SECTIONS 1803.5.1 THROUGH 1803.5.12.
  
 3A) SHEET A.02 THE SITE PLANS INDICATE 2 BUILDINGS WITH
 15 FEET BETWEEN THE 2 BUILDINGS, PLEASE PROVIDE EITHER
 AN ASSUMED PROPERTY LINE BETWEEN THE 2 BUILDINGS
 SHOWING COMPLIANCE WITH FBC-B TABLE705.8 ALLOWABLE
 OPENINGS FOR BOTH BUILDINGS OR COMPLIANCE WITH FBC-B
 503.1.2 .
  
 3B) SHEET A.02 THE SITE PLAN SHOWS 15 FEET BETWEEN
 BUILDINGS PLEASE PROVIDE AN ASSUMED PROPERTY LINE TO
 SHOW COMPLIANCE WITH TABLE 602 FOR TYPE III-B
 CONSTRUCTION IN HOUR RESISTANCE RATING FOR EXTERIOR
 BEARING WALLS.
  
 4A) PLEASE PROVIDE COMPLIANCE WITH THE FLORIDA ENERGY
 CODE 103.2.1 CODE DEMONSTRATION FORMS. SEE TABLE
 103.2.1. 103.2.2.2 SIMULATED PERFORMANCE ALTERNATIVE,
 COMMERCIAL AND HIGH-RISE RESIDENTIAL.
 AN ACCURATELY COMPLETED COMMERICAL BUILDING FORM 506
 (GENERATED BY COMMISSION APPROVED SOFTWARE)
 DEMONSTRATING THAT CODE COMPLIANCE HAS BEEN ACHIEVED
 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR
 COMPLIANCE BY SECTION 506.
  
 4B) 103.2.2 DETAILS REQUIRED. CONSTRUCTION DOCUMENTS
 SHALL BE DRAWN TO SCALE UPON SUITABLE MATERIAL. L.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED, AND SHOW IN SUFFICIENT DETAIL PERTINENT DATA
 AND FEATURES OF THE BUILDING, SYSTEMS AND EQUIPMENT AS
 HEREIN GOVERNED. DETAILS SHALL INCLUDE, BUT ARE NOT
 LIMITED TO, AS APPLICABLE, INSULATION MATERIALS AND
 THEIR R-VALUES; FENESTRATION U-FACTORS AND SHGCS;
 AREA-WEIGHTED U-FACTOR AND SHGC CALCULATIONS;
 MECHANICAL SYSTEM DESIGN CRITERIA; MECHANICAL AND
 SERVICE WATER HEATING SYSTEM AND EQUIPMENT TYPES, SIZES
 AND EFFICIENCIES; ECONOMIZER DESCRIPTION; EQUIPMENT AND
 SYSTEMS CONTROLS; FAN MOTOR HORSEPOWER (HP) AND
 CONTROLS; DUCT SEALING, DUCT AND PIPE INSULATION AND
 LOCATION; LIGHTING FIXTURE SCHEDULE WITH WATTAGE AND
 CONTROL NARRATIVE; AND AIR SEALING DETAILS.
  
 5) SHEET LS1.01 INDICATES THE USE OF EXIT LIGHTS BUT
 THE PLANS DOES NOT SHOW EMERGENCY LIGHTING, 006.1.6
 SOURCES OF ILLUMINATION.
 1006.1.6.1 ILLUMINATION OF MEANS OF EGRESS SHALL BE
 FROM A SOURCE OF REASONABLY ENSURED RELIABILITY.
 1006.1.6.2 BATTERY-OPERATED ELECTRIC LIGHTS AND OTHER
 TYPES OF PORTABLE LAMPS OR LANTERNS SHALL NOT BE USED
 FOR PRIMARY ILLUMINATION OF MEANS OF EGRESS.
 BATTERY-OPERATED ELECTRIC LIGHTS SHALL BE PERMITTED TO
 BE USED AS AN EMERGENCY SOURCE TO THE EXTENT PERMITTED
 UNDER SECTION 1006.2.3.4.
  
 6) LS1.01 ROOM 103 HAS A DASHED LINE, WHAT APPEARS TO
 BE A FOLDING WALL PARTITION, PLEASE PROVIDE THE
 MANUFACTURERS SPEC FOR THE WEIGHT AND HOW THIS WILL BE
 ATTACHED TO THE LIGHT TRUSS FRAMING SYSTEM, THESE
 TRUSSES HAVE TO A HEAVIER BOTTOM CHORD LIVE LOAD
 SECTION FBC-B TABLE 1607.1. SHEET A-2.01 SHOWS A
 CATHEDRAL CEILING? 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 7) SHEET A-1.01 THE ROOM FINISH SCHEDULE GYPSUM BOARD
 IN RESTROOMS TO BE MOISTURE RESISTANT; PLEASE REVIEW
 2010 FBC-B 2509.1 WET AREAS.
 SHOWERS AND PUBLIC TOILET WALLS SHALL CONFORM TO
 SECTIONS 1210.2 AND 1210.3.
  
 8) SHEET A-3.02 THIS SHEET IS LABELED ROOF FRAMING PLAN
 WHICH ONLY SHOWS THE FILLED CELL LAYOUT. THE ROOF TRUSS
 FRAMING SYSTEM IS PART OF THE MAIN WIND FORCE RESISTING
 SYSTEM (MWFRS) THE DESIGNER OF RECORD IS TO PROVIDE THE
 MAGNITUDE OF LOADS TO BE RESISTED FOR UPLIFT, GRAVITY
 AND F1/ F2 HORIZONTAL LOADS. 1609.6.4.1. THIS SHEET
 DOES NOT PROVIDE WHAT THE DESIGN CRITERIA FOR THE WIND
 DESIGN.
  
 FBC-B2303.4.2 TRUSS PLACEMENT DIAGRAM. THE TRUSS
 MANUFACTURER SHALL PROVIDE A TRUSS PLACEMENT DIAGRAM
 THAT IDENTIFIES THE PROPOSED LOCATION FOR EACH
 INDIVIDUALLY DESIGNATED TRUSS AND REFERENCES THE
 CORRESPONDING TRUSS DESIGN DRAWING. THE TRUSS PLACEMENT
 DIAGRAM SHALL BE PROVIDED AS PART OF THE TRUSS
 SUBMITTAL PACKAGE, AND WITH THE SHIPMENT OF TRUSSES
 DELIVERED TO THE JOB SITE. TRUSS PLACEMENT DIAGRAMS
 THAT SERVE ONLY AS A GUIDE FOR INSTALLATION AND DO NOT
 DEVIATE FROM THE PERMIT SUBMITTAL DRAWINGS SHALL NOT BE
 REQUIRED TO BEAR THE SEAL OR SIGNATURE OF THE TRUSS
 DESIGNER.
  
 9A) SHEET S-9 SHOWS THE USE OF INSULATING CONCRETE
 FORMS (ICF) , PLEASE PROVIDE THE MANUFACTURER
 SPECIFICATIONS FOR THE USE OF THIS PRODUCT INCLUDING
 THE LOADING, FACTORS, REINFORCING REBAR DETAILS AND
 LIMITATIONS OF USE. 2010 FBC-B 918.2 INSULATED CONCRETE
 FORM WALL. INSULATED CONCRETE FORM (ICF) WALL
 CONSTRUCTION FOR BUILDINGS SHALL BE IN ACCORDANCE WITH
 ACI 318.
  
 9B) NEITHER THE A SHEETS OR S SHEETS SHOW COMPLIANCE
 WITH 2010 FBC-B 2603.8 PROTECTION AGAINST TERMITES. IN
 FLORIDA, EXTRUDED AND EXPANDED POLYSTYRENE,
 POLYISOCYANURATE AND OTHER FOAM PLASTICS SHALL NOT BE
 INSTALLED ON THE EXTERIOR FACE OR UNDER INTERIOR OR
 EXTERIOR FOUNDATION WALLS OR SLAB FOUNDATIONS LOCATED
 BELOW GRADE. THE CLEARANCE BETWEEN FOAM PLASTICS
 INSTALLED ABOVE GRADE AND EXPOSED EARTH SHALL BE AT
 LEAST 6 INCHES (152 MM).
  
 PLEASE SHOW FOOTER DEPTH, GRADE, THE 6 INCHES CLEAR
 AREA BEFORE THE START OF ICF BLOCKS OR WALL PANELS. THE
 6 INCHES IS TO VISSUALLY SEE TERMITE TUNNELS ON THE
 EXTERIOR OF THE BUILDING.
  
 9C) PLEASE PROVIDE FROM THE ICF MANUFACTURER, THEIR
 PRODUCT DESIGN FOR FLASHING AROUND WINDOWS, AND BUCK
 ATTACHMENT DETAILS SINCE WILL BE PART OF THE DOCUMENTS
 THAT WILL NEED TO BE REVIEWED BY THE DESIGNER OF RECORD
 AND THEIR DESIGN. NOTE TTHE WIND LOADS REQUIRED FOR THE
 BUCKS TO MEET THE REQUIED DESIGN PRESSURES. 107.2.1.3.
 ADDIRTIONAL INFORMATION. 107.2.4 EXTERIOR WALL
 ENVELOPE. CONSTRUCTION DOCUMENTS FOR ALL BUILDINGS
 SHALL DESCRIBE THE
 EXTERIOR WALL ENVELOPE IN SUFFICIENT DETAIL TO
 DETERMINE COMPLIANCE WITH THIS CODE. THE CONSTRUCTION
 DOCUMENTS SHALL PROVIDE DETAILS OF THE EXTERIOR WALL
 ENVELOPE AS REQUIRED, INCLUDING FLASHING, INTERSECTIONS
 WITH DISSIMILAR MATERIALS, CORNERS, END DETAILS,
 CONTROL JOINTS, INTERSECTIONS AT ROOF, EAVES OR
 PARAPETS, MEANS OF DRAINAGE, WATER-RESISTIVE MEMBRANE
 AND DETAILS AROUND OPENINGS. THE CONSTRUCTION DOCUMENTS
 SHALL INCLUDE MANUFACTURER?S
 INSTALLATION INSTRUCTIONS THAT PROVIDE SUPPORTING
 DOCUMENTATION THAT THE PROPOSED PENETRATION AND OPENING
 DETAILS DESCRIBED IN THE CONSTRUCTION DOCUMENTS
 MAINTAIN THE WEATHER RESISTANCE OF THE EXTERIOR WALL
 ENVELOPE. THE SUPPORTING DOCUMENTATION SHALL FULLY
 DESCRIBE THE EXTERIOR
 WALL SYSTEM WHICH WAS TESTED, WHERE APPLICABLE, AS WELL
 AS THE TEST PROCEDURE USED.
  
 9D) THE PLANS DO NOT INDICATE HOW THE INTERIOR OF THE
 STRUCTURE WILL BE FINISHED, SHEET A1.01, NOTE THE ROOM
 FINISH SCHEDULE STATES DRYWALL, NO THICKNESS HAS BEEN
 PROVIDED NOR COMPLIANCE WITH FBC-B 2603.4 THERMAL
 BARRIER.
  
 10A) SHEET A1.01 ROOM FINISH SCHEDULE DOES NOT INDICATE
 HOW THE BOTTOM CHORD OF THE TRUSSES IS TO ACT AS A
 DIAPHRAM OR IF LATERAL BRACING IS TO BE USED,
 EXSPECIALLY IN THE ROOMS WITH DROPPED CEILINGS. 2010
 FBC-B 303.4.1.2 PERMANENT INDIVIDUAL TRUSS MEMBER
 RESTRAINT.
 WHERE PERMANENT RESTRAINT OF TRUSS MEMBERS IS REQUIRED
 ON THE TRUSS DESIGN DRAWINGS, IT SHALL BE ACCOMPLISHED
 BY ONE OF THE FOLLOWING METHODS: 1-3.
  
 10B) SHEET SHOWS THE USE OF SCISSOR OR SLOPED CEILING
 TRUSSES, NO INFORMATION HAS BEEN PROVIDED WHERE THE
 ROOF INSULATION IS GOING TO BE LOCATED, NOR TYPE OF
 INSULATION. ENERGY 502.2.1.2.
  
 11) DISCREPANCY IN PLANS, A2.01 VERSES A3.02 SECTION
 A/A IS THROUGH THE ROOF WHERE IT GOES TO A PEEK WHICH
 WILL BE APPROX. 2 FT. HIGHER THAN INDICATES WITH THIS
 TRUSS SHOWN . THE FLAT TRUSS AS ILLUSTRATED WILL BE AT
 THE STEPLE/ BELL TOWER. NOTE NO DETAILS, FRAMING WERE
 SUBMITTED FORTHIS AREA NOR FLASHING OF THE FLOOR DECK
 OF THE STEPLE/ BELL TOWER. WILL NEED TO SHOW ANCHORAGE
 TO THE MWFRS TRUSSES. 107.2.1.3.
  
 12) THE DESIGNER OF RECORD HAS PROVIDED A LIST OF
 PRODUCT APPROVALS, PLEASE PRINT (2) COPIES OF THE
 PRODUCT APPROVALS, UNTIL THE PRODUCT APPROVALS ARE
 PRINTED, THE DESIGNER OF RECORD CIRCLES TYPE OF WINDOW,
 DOOR AND OR TYPE OF GLAZING AND ANCHORING, THE
 APPROVALS CAN NOT BE REVIEWED, THERE ARE TO MANY
 UNKNOWNS TO BE ABLE TO SHOW CODE COMPLIANCE.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE
 DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL. L.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL.
  
 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND
 RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED.
 PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE
 COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE
 SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR
 ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH
 THE CONSTRUCTION DOCUMENTS.
  
 13) 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.
  
 14) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & 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.
  
 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.
  
 TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO
 HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA
 TUS.ASPX FOR PERMIT STATUS.
  
 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 1 Status F Date 2014-12-08 Cont ID  
Sent By dhayes Date 2014-12-08 Time 10:13 Rev Time 0.00
Received By dhayes Date 2014-12-08 Time 07:47 Sent To  
Notes
2014-12-08 10:13:2812/8/2014
 PROJECT: IGLESIA SANCTUARY
 PERMIT#: 14100745
 CODE: 2008 EDITION OF THE NEC, 2010 EDITION OF THE FBC
 ,2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1,
 ADMINISTRATION, 2012 FBC SUPPLEMENTS.
 1ST ELECTRICAL PLAN REVIEW
 ACTION: DENIED
  
 1) FBC- 107.3.5.3. PROVIDE A DETAILED ELECTRICAL
 SERVICE RISER TO INCLUDE THE FOLLOWING: A GROUNDING
 ELECTRODE SYSTEM. ALL SERVICE DISCONNECTS, AND PANELS.
 ALL CONDUIT AND WIRE SIZES.
  
 2) FBC- 107.3.5.3.IN ADDITION TO THE RISER DIAGRAM THE
 FOLLOWING IS REQUIERD TO BE INCLUDED ON THE ELECTRICAL
 PLANS: A COMPLETE DETAILED LOAD CALCULATION(S). CLEAR
 AND SPECIFIC PANEL DIRECTORIES. ALL CIRCUIT NUMBERS AS
 INDICATED ON THE PANEL DIRECTORIES SHOWN ON THE FLOOR
 PLAN
  
 3) NEC 110.9. VERIFY THE ELECTRICAL SERVICE
 DISCONNECTING MEANS HAS A FAULT CURRENT RATING THAT IS
 SUFFICIENT AT NOMINAL CIRCUIT VOLTAGE FOR THE CURRENT
 THAT MUST BE INTERRUPTED.
  
 4) NEC 110.16, 110.22. PROVIDE SAFETY LABELING FOR ARC
 FLASH PROTECTION FOR THE PANEL BOARDS AND MAIN
 DISCONNECTING MEANS.
  
 5) NEC 440.14. DISCONNECTING MEANS SHALL BE LOCATED
 WITHIN SIGHT FROM AND READILY ACCESSIBLE FROM THE
 AIR-CONDITIONING OR REFRIGERATING EQUIPMENT. THE
 DISCONNECTING MEANS SHALL BE PERMITTED TO BE INSTALLED
 ON OR WITHIN THE AIR-CONDITIONING OR REFRIGERATING
 EQUIPMENT. INDICATE THE LOCATION OF THE A/C EQUIPMENT
 ON THE PANS.
  
 6) NEC 422.31. VERIFY THE WATER HEATER HAS THE REQUIRED
 ELECTRIC DISCONNECT. INDICATE THE LOCATION OF THE
 ELECTRICAL WATER HEATER AND ASSOCIATED DISCONNECT ON
 THE PLANS.
  
 7) NEC 600.5. EACH COMMERCIAL OCCUPANCY ACCESSIBLE TO
 PEDESTRIANS SHALL BE PROVIDED WITH AT LEAST ONE OUTLET
 SUPPLIED BY A BRANCH CIRCUIT RATED AT LEAST 20 AMPERES
 THAT SUPPLIES NO OTHER LOAD.
  
 8) NEC 314.27(C ). BOXES LISTED SPECIFICALLY FOR THIS
 APPLICATION SHALL BE USED FOR RECEPTACLES LOCATED IN
 THE FLOOR. PROVIDE MANUFACTURER'S SPECIFICATION DATA
 SHEETS FOR THE OUTLETS LOCATED IN THE STAGE FLOOR.
  
 9) NEC 422.52. ELECTRIC DRINKING FOUNTAINS SHALL BE
 PROTECTED WITH GROUND FAULT CIRCUIT INTERRUPTER
 PROTECTION. . INDICATE ON THE PLAN
  
 10) SEPARATE PERMIT APPLICATIONS ACCOMPANIED BY
 MANUFACTURERS EQUIPMENT SUBMITTALS, AND SHOP DRAWINGS
 ARE REQUIRED FOR FIRE ALARM, ACCESS CONTROL SYSTEM,
 SECURITY, CCTV, NETWORK, DATA, COMMUNICATION, SITE
 LIGHTING, AND GENERATORS.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. SEE LINK:
 HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UPLOADS/SITES/33/
 2013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF
  
 ADDITIONALLY, IT IS REQUIRED TO INSERT THE CORRECTED
 PAGES INTO THE DENIED SUBMITTAL PACKAGE. VOID THE
 PREVIOUSLY REVIEWED SHEETS AND LEAVE FOR COMPARATIVE
 REVIEW.
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
 561-805-6717 OR [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-10-29 Cont ID  
Sent By cranford Date 2014-10-29 Time 10:33 Rev Time 0.00
Received By cranford Date 2014-10-29 Time 08:16 Sent To Z
Notes
2014-10-29 10:33:12ENGINEERING DEPT COMMENTS
 1. PLEASE SUBMIT APPLICATIONS FOR A DEVELOPMENT PERMIT
 AND RIGHT-OF-WAY PERMIT FROM THE ENGINEERING
 DEPARTMENT. APPLICATION FORMS CAN BE FOUND AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
 (SECTIONS 2-421 AND 78-432, CODE OF ORDINANCES)
  
 2. PLEASE CLARIFY WHICH VERTICAL DATUM HAS BEEN USED
 FOR THE PLANS. SECTION 78-9 OF THE CITY?S CODE OF
 ORDINANCES SPECIFIES NGVD 1929 AS THE OFFICIAL CITY
 VERTICAL DATUM.
  
 3. CONSIDER USING A DOUBLE ROW OF SILT FENCE ALONG THE
 RIGHT-OF-WAY FOR THE STUB CANAL TO AS ADDITIONAL
 PROTECTION FOR THE CITY?S CANAL.
  
 4. PLEASE SHOW THE EXISTING DRAINAGE PIPES AND MANHOLES
 ON THE PLANS. SKETCH AND LEGAL FOR DRAINAGE EASEMENT
 WILL NEED TO BE PREPARED AND SUBMITTED TO WPB PUBLIC
 WORKS DEPARTMENT. PLEASE CONTACT KELLY CRANFORD
 ([email protected] OR 561-494-1098) TO GET COPIES OF
 THE EXISTING UTILITY INFORMATION.
  
 5. REVISE THE PLANS TO SHOW THE EASEMENTS RESERVED
 UNDER RESOLUTION 139-72 (15 FT DRAINAGE EASEMENT 6 FT
 UTILITY EASEMENT).
  
 6. WILL THE PERVIOUS CONCRETE PROPOSED TO BE USED ON
 THE PARKING LOT BE ABLE TO SUPPORT WEIGHT OF FIRE AND
 PARAMEDICAL EQUIPMENT (32 TONS)?
  
 7. THE DUMPSTER WILL BE SERVICED BY OUR REFUSE TRUCKS,
 WHICH HAVE A WEIGHT OF APPROXIMATELY 20,000 POUNDS PER
 AXLE. THE PERVIOUS AREA, WHICH IS PROPOSED WHERE THE
 TRUCKS FRONT TIRES WOULD BE LOCATED WHILE THE TRUCK
 EMPTIES THE DUMPSTER, IS NOT CAPABLE OF SUPPORTING THE
 WEIGHT OF THE TRUCK. REVISE THE PLANS TO INCLUDE HEAVY
 TRAFFIC RATED ASPHALT OF CONCRETE IN THIS AREA.
  
 8. CORRECT THE PROJECT ADDRESS ON THE LANDSCAPE PLANS
 TO 1101 CHARLES STREET INSTEAD OF 1001.
  
 9. THE PARKING ON CHARLES STREET DOES NOT MEET THE
 REQUIREMENTS OF SECTION 94-313(2) WHICH REQUIRES A
 MINIMUM CORNER CLEAR DISTANCE OF 50 FEET. THE EXISTING
 PARKING LOT CONFIGURATION WAS APPROVED ONLY FOR
 TEMPORARY PARKING. REVISE THE SITE LAYOUT TO MEET THE
 CITY?S CODE OF ORDINANCES.
  
 10. VERIFY THAT THE PROPOSED SIZE AND QUANTITY OF TRASH
 BINS IS APPROPRIATE FOR THE WASTE YARDAGE ANTICIPATED
 TO BE GENERATED BY THE COMPLEX.
  
 11. DETAILS OF THE STORMWATER, POTABLE WATER, SANITARY
 SEWER AND SANITATION DESIGN WILL BE REVIEWED AS PART OF
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION. THE
 PROJECT IS WITHIN THE C-51 DRAINAGE BASIN WHICH HAS
 LIMITATIONS ON FILL AND IS ALSO WITHIN FLOOD ZONE A9.
  
 KELLY CRANFORD, PE
 LAND DEVELOPMENT ENGINEER
 ENGINEERING & PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2014-10-29 Cont ID  
Sent By pleduc Date 2014-10-29 Time   Rev Time 0.00
Received By pleduc Date 2014-10-29 Time 12:42 Sent To  
Notes
2014-10-29 15:31:40THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 SHEET LS1.01 IDENTIFIES MULTIPLE EXITS; HOWEVER, THE
 REMOTENESS OF THE EXITS DO NOT COMPLY WITH THE
 REQUIRMENTS OF NFPA 101, CHAPTER 7, 7.5.1.3.2.
  
 THE EXIT LOCATED BY THE STAGE AND THROUGH THE STUDY
 ROOM, DOES NOT MEET THE CAPACITY OR EXIT REQUIREMENTS
 NECESSARY TO FUNCTION AS AN EXIT FOR THE OCCUPANCY. THE
 EXIT PATH CAN NOT PASS THROUGH THE STAGE AND STUDY
 ROOM; 7.5.2. IMPEDMENTS TO EGRESS.
  
 PROVIDE FOR EMERGENCY LIGHTING THAT ILLUMINATES THE
 EXIT PATH LEADING TO THE EXITS.
  
 FOR ASSEMBLY WITH AN OCCUPANT LOAD OF 100 OR MORE
 PERSONS (50 PERSONS PER THE FLORIDA BUILDING CODE),
 PANIC HARDWARE SHALL BE PROVIDED ON DOORS TO RELEASE
 THE LOCK/LATCH. NO OTHER LOCKS OR LATCHES ARE PERMITTED
 THAT WOULD NOT BE RELEASED BY THE PANIC HARDWARE. AS A
 SUBSTITUTE FOR PANIC HARDWARE, THE MAIN ENTRANCE IS
 PERMITTED TO HAVE AN INTERIOR KEYED DOOR LOCK (AND NO
 LATCH) WITH A READILY VISIBLE SIGN STATING THIS DOOR TO
 REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN
 LETTERS SHALL BE AT LEAST 1 INCH IN HEIGHT. KEYED LOCK
 TO BE EQUIPPED WITH AN ?OPEN/LOCKED? INDICATOR WINDOW
 (SUCH AS ADAMS RITE 4089 OR SIMILAR). A THUMB TURN
 STYLE LOCK IS NOT PERMITTED TO BE SUBSTITUTED FOR A
 KEYED LOCK.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-12-08 Cont ID  
Sent By dhayes Date 2014-12-08 Time 10:13 Rev Time 0.00
Received By dhayes Date 2014-10-23 Time 14:05 Sent To  
Notes
2014-10-24 14:07:27C02
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-11-22 Cont ID  
Sent By jwitmer Date 2014-11-22 Time 10:03 Rev Time 0.00
Received By jwitmer Date 2014-11-22 Time 10:03 Sent To  
Notes
2014-11-22 10:03:49BEFORE 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
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2014-12-01 Cont ID  
Sent By rbergsma Date 2014-12-01 Time   Rev Time 1.00
Received By rbergsma Date 2014-12-01 Time   Sent To  
Notes
2014-12-01 14:33:40PLEASE REVIEW ALL CODES CONCERNING FBC - MECHANICAL
 SPECIFICALY CHAPTERS 3, 4, AND DETAIL ON MECHANICAL
 PLANS:
  
  
 301.12 WIND RESISTANCE.
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES ON THE EQUIPMENT AND THE
 SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING
  
  
 301.15 NFPA STANDARDS.
 UNLESS OTHERWISE SPECIFIED IN THIS CODE, AIR
 CONDITIONING EQUIPMENT SHALL COMPLY WITH THE FOLLOWING
 STANDARDS:
  
 1. NFPA 90A (STANDARD FOR THE INSTALLATION OF AIR
 CONDITIONING AND VENTILATING SYSTEMS).
  
 2. NFPA 90B (STANDARD FOR THE INSTALLATION OF WARM AIR
 HEATING AND AIR CONDITIONING SYSTEMS).
  
 306.1 ACCESS FOR MAINTENANCE AND REPLACEMENT.
 APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE,
 REPAIR AND REPLACEMENT WITHOUT DISABLING THE FUNCTION
 OF A FIRE-RESISTANCE-RATED ASSEMBLY OR REMOVING
 PERMANENT CONSTRUCTION, OTHER APPLIANCES, VENTING
 SYSTEMS OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO
 THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED OR
 REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEP
 AND 30 INCHES WIDE (762 MM BY 762 MM) SHALL BE PROVIDED
 IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
  
 306.3 APPLIANCES IN ATTICS.
 ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN
 OPENING AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO
 ALLOW REMOVAL OF THE LARGEST APPLIANCE. THE PASSAGEWAY
 SHALL NOT BE LESS THAN 30 INCHES (762 MM) HIGH AND 22
 INCHES (559 MM) WIDE AND NOT MORE THAN 6 FEET (1829 MM)
 IN LENGTH MEASURED ALONG THE CENTERLINE OF THE
 PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE
 PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING NOT
 LESS THAN 24 INCHES (610 MM) WIDE. A LEVEL SERVICE
 SPACE NOT LESS THAN 30 INCHES (762 MM) DEEP AND 30
 INCHES (762 MM) WIDE SHALL BE PRESENT AT THE FRONT OR
 SERVICE SIDE OF THE APPLIANCE. THE CLEAR ACCESS OPENING
 DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES
 (508 MM BY 762 MM), AND LARGE ENOUGH TO ALLOW REMOVAL
 OF THE LARGEST APPLIANCE.
  
 306.3.1 ELECTRICAL REQUIREMENTS.
 A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED
 BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING, SHALL BE
 PROVIDED SO AS TO LIGHT THE PASSAGEWAY AND SERVICE AREA
 AND INSTALLED IN ACCORDANCE WITH CHAPTER 27 OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 306.3.2 AIR HANDLING UNITS.
 AIR HANDLING UNITS SHALL BE ALLOWED IN ATTICS IF THE
 FOLLOWING CONDITIONS ARE MET:
  
 1. THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN
 SIX (6) FEET (1829 MM) OF AN ATTIC ACCESS.
  
 2. A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE
 UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING
 PROPERLY.
  
 3. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO
 REPLACE THE AIR HANDLER.
  
 4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL
 INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER IS
 LOCATED IN THE ATTIC. SAID NOTICE SHALL BE IN ALL
 CAPITALS, IN 16 POINT TYPE, WITH THE TITLE AND FIRST
 PARAGRAPH IN BOLD:
  
 NOTICE TO HOMEOWNER
  
 A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR
 HANDLER, IS LOCATED IN THE ATTIC. FOR PROPER,
 EFFICIENT, AND ECONOMIC OPERATION OF THE AIR
 CONDITIONING SYSTEM, YOU MUST ENSURE THAT REGULAR
 MAINTENANCE IS PERFORMED.
  
 YOUR AIR CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR
 BOTH OF THE FOLLOWING: 1) A DEVICE THAT WILL ALERT YOU
 WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY OR
 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE
 CONDENSATION DRAIN IS NOT WORKING. TO LIMIT POTENTIAL
 DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OF
 SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER
 WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF
 PEAK OPERATION.
  
 306.4.1 ELECTRICAL REQUIREMENTS.
 A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE
 REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET
 SHALL BE PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN
 ACCORDANCE WITH CHAPTER 27 OF THE FLORIDA BUILDING
 CODE, BUILDING.
  
 307.2.1 CONDENSATE DISPOSAL.
 CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL
 BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED
 PLACE OF DISPOSAL. SUCH PIPING SHALL MAINTAIN A MINIMUM
 HORIZONTAL SLOPE IN THE DIRECTION OF DISCHARGE OF NOT
 LESS THAN ONE-EIGHTH UNIT VERTICAL IN 12 UNITS
 HORIZONTAL (1-PERCENT SLOPE). CONDENSATE SHALL NOT
 DISCHARGE INTO A STREET, ALLEY OR OTHER AREAS SO AS TO
 CAUSE A NUISANCE.
  
 307.2.3 AUXILIARY AND SECONDARY DRAIN SYSTEMS.
 IN ADDITION TO THE REQUIREMENTS OF SECTION 307.2.1,
 WHERE DAMAGE TO ANY BUILDING COMPONENTS COULD OCCUR AS
 A RESULT OF OVERFLOW FROM THE EQUIPMENT PRIMARY
 CONDENSATE REMOVAL SYSTEM, ONE OF THE FOLLOWING
 AUXILIARY PROTECTION METHODS SHALL BE PROVIDED FOR EACH
 COOLING COIL OR FUEL-FIRED APPLIANCE THAT PRODUCES
 CONDENSATE:
  
 1. AN AUXILIARY DRAIN PAN WITH A SEPARATE DRAIN SHALL
 BE PROVIDED UNDER THE COILS ON WHICH CONDENSATION WILL
 OCCUR. THE AUXILIARY PAN DRAIN SHALL DISCHARGE TO A
 CONSPICUOUS POINT OF DISPOSAL TO ALERT OCCUPANTS IN THE
 EVENT OF A STOPPAGE OF THE PRIMARY DRAIN. THE PAN SHALL
 HAVE A MINIMUM DEPTH OF 11/2INCHES (38 MM), SHALL NOT
 BE LESS THAN 3 INCHES (76 MM) LARGER THAN THE UNIT OR
 THE COIL DIMENSIONS IN WIDTH AND LENGTH AND SHALL BE
 CONSTRUCTED OF CORROSION-RESISTANT MATERIAL. GALVANIZED
 SHEET STEEL PANS SHALL HAVE A MINIMUM THICKNESS OF NOT
 LESS THAN 0.0236 INCH (0.6010 MM) (NO. 24 GAGE).
 NONMETALLIC PANS SHALL HAVE A MINIMUM THICKNESS OF NOT
 LESS THAN 0.0625 INCH (1.6 MM).
  
 2. A SEPARATE OVERFLOW DRAIN LINE SHALL BE CONNECTED TO
 THE DRAIN PAN PROVIDED WITH THE EQUIPMENT. SUCH
 OVERFLOW DRAIN SHALL DISCHARGE TO A CONSPICUOUS POINT
 OF DISPOSAL TO ALERT OCCUPANTS IN THE EVENT OF A
 STOPPAGE OF THE PRIMARY DRAIN. THE OVERFLOW DRAIN LINE
 SHALL CONNECT TO THE DRAIN PAN AT A HIGHER LEVEL THAN
 THE PRIMARY DRAIN CONNECTION.
  
 AS AN ALTERNATIVE TO A SEPARATE DRAIN LINE, A
 WATER-LEVEL DETECTION DEVICE THAT WILL SHUT OFF THE
 EQUIPMENT SERVED PRIOR TO OVERFLOW OF THE PAN SHALL BE
 PROVIDED. THE WATER LEVEL DETECTION DEVICE SHALL
 CONNECT TO THE DRAIN PAN AT A HIGHER LEVEL THAN THE
 PRIMARY DRAIN CONNECTION.
  
 3. AN AUXILIARY DRAIN PAN WITHOUT A SEPARATE DRAIN LINE
 SHALL BE PROVIDED UNDER THE COILS ON WHICH CONDENSATE
 WILL OCCUR. SUCH PAN SHALL BE EQUIPPED WITH A
 WATER-LEVEL DETECTION DEVICE CONFORMING TO UL 508 THAT
 WILL SHUT OFF THE EQUIPMENT SERVED PRIOR TO OVERFLOW OF
 THE PAN. THE AUXILIARY DRAIN PAN SHALL BE CONSTRUCTED
 IN ACCORDANCE WITH ITEM 1 OF THIS SECTION.
  
 401.2 VENTILATION REQUIRED.
 EVERY OCCUPIED SPACE SHALL BE VENTILATED BY NATURAL
 MEANS IN ACCORDANCE WITH SECTION 402 OR BY MECHANICAL
 MEANS IN ACCORDANCE WITH SECTION 403.
  
 IN LIEU OF COMPLIANCE WITH SECTION 403.1 THROUGH
 SECTION 403.3, MECHANICAL VENTILATION MAY BE
 IMPLEMENTED IN COMPLIANCE WITH ASHRAE 62.1.
  
 401.3 WHEN REQUIRED.
 VENTILATION SHALL BE PROVIDED DURING THE PERIODS THAT
 THE ROOM OR SPACE IS OCCUPIED.
  
 401.4 INTAKE OPENING LOCATION.
 AIR INTAKE OPENINGS SHALL COMPLY WITH ALL OF THE
 FOLLOWING:
  
 1. INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 10
 FEET (3048 MM) FROM LOT LINES OR BUILDINGS ON THE SAME
 LOT. WHERE OPENINGS FRONT ON A STREET OR PUBLIC WAY,
 THE DISTANCE SHALL BE MEASURED TO THE CENTERLINE OF THE
 STREET OR PUBLIC WAY.
  
 2. MECHANICAL AND GRAVITY OUTDOOR AIR INTAKE OPENINGS
 SHALL BE LOCATED NOT LESS THAN 10 FEET (3048 MM)
 HORIZONTALLY FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT
 SOURCE, SUCH AS VENTS, STREETS, ALLEYS, PARKING LOTS
 AND LOADING DOCKS, EXCEPT AS SPECIFIED IN ITEM 3 OR
 SECTION 501.2.1.
  
 3. INTAKE OPENINGS SHALL BE LOCATED NOT LESS THAN 3
 FEET (914 MM) BELOW CONTAMINANT SOURCES WHERE SUCH
 SOURCES ARE LOCATED WITHIN 10 FEET (3048 MM) OF THE
 OPENING.
  
 4. INTAKE OPENINGS ON STRUCTURES IN FLOOD HAZARD AREAS
 SHALL BE AT OR ABOVE THE ELEVATION REQUIRED BY SECTION
 1612.4 OF THE FLORIDA BUILDING CODE, BUILDING FOR
 UTILITIES AND ATTENDANT EQUIPMENT.
  
 401.4.1 INTAKE OPENINGS.
 MECHANICAL AND GRAVITY OUTDOOR AIR INTAKE OPENINGS
 SHALL BE LOCATED A MINIMUM OF 10 FEET (3048 MM)
 HORIZONTALLY FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT
 SOURCE, SUCH AS VENTS, CHIMNEYS, PLUMBING VENTS,
 STREETS, ALLEYS, PARKING LOTS AND LOADING DOCKS, EXCEPT
 AS OTHERWISE SPECIFIED IN THIS CODE. FRESH AIR INTAKES
 SHALL NOT BE LOCATED CLOSER THAN 10 FEET (3048 MM) FROM
 ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT
 OUTLET.
  
 THE EXHAUST FROM A BATHROOM OR KITCHEN IN A RESIDENTIAL
 DWELLING SHALL NOT BE CONSIDERED TO BE A HAZARDOUS OR
 NOXIOUS CONTAMINANT.
  
 401.5 INTAKE OPENING PROTECTION.
 AIR INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE
 PROTECTED WITH CORROSION-RESISTANT SCREENS, LOUVERS OR
 GRILLES. OPENINGS IN LOUVERS, GRILLES AND SCREENS SHALL
 BE SIZED IN ACCORDANCE WITH TABLE 401.5, AND SHALL BE
 PROTECTED AGAINST LOCAL WEATHER CONDITIONS. LOUVERS
 THAT PROTECT AIR INTAKE OPENINGS IN STRUCTURES LOCATED
 IN HURRICANE-PRONE REGIONS, AS DEFINED IN THE FLORIDA
 BUILDING CODE, BUILDING, SHALL COMPLY WITH AMCA 550.
 OUTDOOR AIR INTAKE OPENINGS LOCATED IN EXTERIOR WALLS
 SHALL MEET THE PROVISIONS FOR EXTERIOR WALL OPENING
 PROTECTIVES IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, BUILDING.
  
 403.2 OUTDOOR AIR REQUIRED.
 THE MINIMUM OUTDOOR AIRFLOW RATE SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION 403.3. VENTILATION SUPPLY
 SYSTEMS SHALL BE DESIGNED TO DELIVER THE REQUIRED RATE
 OF OUTDOOR AIRFLOW TO THE BREATHING ZONE WITHIN EACH
 OCCUPIABLE SPACE.
  
 403.4 EXHAUST VENTILATION.
 EXHAUST AIRFLOW RATE SHALL BE PROVIDED IN ACCORDANCE
 WITH THE REQUIREMENTS IN TABLE 403.3. EXHAUST MAKEUP
 AIR SHALL BE PERMITTED TO BE ANY COMBINATION OF OUTDOOR
 AIR, RECIRCULATED AIR AND TRANSFER AIR, EXCEPT AS
 LIMITED IN ACCORDANCE WITH SECTION 403.2.
  
  
 601.4 BALANCED RETURN AIR.
 RESTRICTED RETURN AIR OCCURS IN BUILDINGS WHEN RETURNS
 ARE LOCATED IN CENTRAL ZONES AND CLOSED INTERIOR DOORS
 IMPEDE AIR FLOW TO THE RETURN GRILL OR WHEN CEILING
 SPACES ARE USED AS RETURN PLENUMS AND FIRE WALLS
 RESTRICT AIR MOVEMENT FROM ONE PORTION OF THE RETURN
 PLENUM TO ANOTHER. PROVISIONS SHALL BE MADE IN BOTH
 RESIDENTIAL AND COMMERCIAL BUILDINGS TO AVOID
 UNBALANCED AIR FLOWS AND PRESSURE DIFFERENTIALS CAUSED
 BY RESTRICTED RETURN AIR. PRESSURE DIFFERENTIALS ACROSS
 CLOSED DOORS WHERE RETURNS ARE CENTRALLY LOCATED SHALL
 BE LIMITED TO 0.01 INCH WC (2.5 PASCALS) OR LESS.
 PRESSURE DIFFERENTIALS ACROSS FIRE WALLS IN CEILING
 SPACE PLENUMS SHALL BE LIMITED TO 0.01 INCH WC (2.5
 PASCALS) BY PROVIDING AIR DUCT PATHWAYS OR AIR TRANSFER
 PATHWAYS FROM THE HIGH PRESSURE ZONE TO THE LOW ZONE.
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-11-04 Cont ID  
Sent By tklarge Date 2014-11-04 Time 12:47 Rev Time 0.00
Received By tklarge Date 2014-11-04 Time 10:12 Sent To  
Notes
2014-11-04 13:23:421) A UNISEX TOILET ROOM IS REQUIRED PER 2010 FPC
 SEC.403.5.
 2) THE PLANS REFERENCE THE 2007 FBC IN SEVERAL AREAS.
 ENSURE THAT REFERENCES TO THE BUILDING CODE ARE BASED
 ON THE 2010 EDITION OF THE FBC.
 3) SHT. A3.01 - DETAIL #4 - THE DRINKING FOUNTAINS
 SHALL HAVE A FORWARD APPROACH PER THE FAC SEC.602.2.
 4) SHT.MP 1.01 - FIXTURES P-3, P-5, P-7, P-8, ARE NOT
 VENTED.FPC SEC.901.2, 901.2.1.
 5)) CLEANOUTS ARE REQD. IN STACKS PER 2010 FPC
 SEC.708.3.4.
 7) FIXTURE P2A IN WOMEN'S RESTROOM NOT VENTED. FPC SEC.
 901.2.
 8) THE PLUMBING SYSTEM AS DESINED IS NOT CODE
 COMPLIANT. PLEASE REFER TO SEC. 911 OF THE FLORIDA
 PLUMBING CODE FOR A CIRCUIT VENTING SYSTEM.
 9) SIZE THE HORIZONTAL DRAIN FOR THE URINALS AND FOR
 P-5 FIXTURE, WPB AMEND. TO 2010 FBC SEC.107.2.1.
 10) SHOW THE LOCATION OF THE WATER HEATER ON THE FLOOR
 PLAN.
 11) THE LAYOUT OF THE FIXTURES ON THE SANITARY RISER
 AND THE WATER RISER DO NOT MATCH THE FLOOR PLAN. WPB
 AMEND. TO 2010 FBC SEC. 107.2.1.
 12) THE TERMINATION OF THE PAN DRAIN SHALL COMPLY W/
 2010 FPC SEC.504.7.2
 13) SHUT-OFF VALVES ARE REQUIRED IN THE WATER PIPE
 SYSTEM PER THE 2010 FPC. SEC. 606.1.
 14) SHT. MP1.01 - THE PLANS SHOW THE NAME OF PLUMBING
 FIXTURE P-3 IN THE WOMEN'S RESTROOM BY THE ACCESSIBLE
 STALL DOOR IN THE LADIES RESTROOM. CLARIFY/ REMOVE.
Review Stop Z ZONING
Rev No 1 Status F Date 2014-10-31 Cont ID  
Sent By llouie Date 2014-10-31 Time 11:58 Rev Time 0.00
Received By llouie Date 2014-10-31 Time 11:58 Sent To  
Notes
2014-10-31 11:59:06** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) THE FINAL ORDER ISSUED BY THE ZONING BOARD OF
 APPEALS FOR CASE NO. ZBA3249 TO PERMIT THE NEW 4,300
 SQ. FT. STRUCTURE ON THE PROPERTY HAD EXPIRED ON
 FEBRUARY 19, 2013. IF AN EXTENSION OF TIME WAS GRANTED,
 THE DOCUMENT APPROVING TIME EXTENSION IS REQUESTED.
  
 PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
 MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
 @ (561) 822-1458 IF YOU HAVE QUESTIONS.
2014-10-29 11:40:2510/29/14


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