Plan Review Details - Permit 15091310
Plan Review Stops For Permit 15091310
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-04-14 Cont ID  
Sent By rmcdouga Date 2017-04-14 Time 13:49 Rev Time 0.00
Received By rmcdouga Date 2017-03-31 Time 18:34 Sent To  
Notes
2017-04-14 13:49:45BUILDING PROVISO
  
 1) SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE DOUBLE
 OUTSWING FRENCH DOORS AS REQUIRED BY FAC 61G20-3.001.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-06-24 Cont ID  
Sent By rmcdouga Date 2016-06-24 Time 18:38 Rev Time 0.00
Received By rmcdouga Date 2016-06-24 Time 07:12 Sent To  
Notes
2016-06-24 17:42:58REVIEW COMMENTS
  
 2ND REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) 2014 FBC ENERGY CONSERVATION SECT. 101.5.1 & 103.1
 THE OWNER OR AGENT IS REQUIRED TO SIGN AND DATE THE
 ENERGY FORMS. FBC ENERGY CONSERVATION - SECT. 103.1.1.2
 CODE COMPLIANCE CERTIFICATION.
 THE BUILDING'S OWNER, THE OWNER'S ARCHITECT, OR OTHER
 AUTHORIZED AGENT LEGALLY DESIGNATED BY THE OWNER SHALL
 CERTIFY THAT THE BUILDING IS IN COMPLIANCE WITH THE
 CODE, AS PER SECTION 553.907, FLORIDA STATUTES, PRIOR
 TO RECEIVING THE PERMIT TO BEGIN CONSTRUCTION OR
 RENOVATION.
  
 2) IT APPEARS FROM THE FLOOR PLAN THAT THE OPENING TO
 THE STAIRS FROM THE FIRST FLOOR ADDITION MAY BE REDUCED
 DUE TO THE LOCATION OF THE NEW CONCRETE BLOCK COLUMN
 SHOWN ON SHEET 3. THE STAIRWAY IS REQUIRED TO HAVE A
 MINIMUM CLEAR WIDTH OF 36 INCHES. SPECIFY THE WIDTH OF
 THE EXISTING STAIRS AND THE NEW OPENING ON THE PLANS.
  
 3) A CONCRETE CANTILEVER OVERHANG IS SPECIFIED AN PLAN
 SHEETS 1 AND 3. PROVIDE STRUCTURAL DETAILS OF THIS
 OVERHANG. FBC-R 301.1 THE CONCRETE CANTILEVER DETAIL
 THAT WAS PROVIDED ON SHEET 1 IS NOT ADEQUATE. PROVIDE
 MORE DETAILED INFORMATION. WHAT IS THE WIDTH OF THE 10"
 THICK CONCRETE EYEBROW? SPECIFY THE LENGTH OF THE HOOK
 BAR LEG. EVALUATE THE TORSION ON THE DOUBLE U BLOCK TIE
 BEAM, ETC. FBC 107.2.1.3
  
 4) SHOW THE LOCATION OF THE ROOF SCUPPERS, COLLECTORS
 AND DOWNSPOUTS ON THE ELEVATIONS. FBC-R318.5 PROTECTION
 AGAINST DECAY AND TERMITES.
 CONDENSATE LINES, IRRIGATION/SPRINKLER SYSTEM RISERS
 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
 LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR
 SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON
 ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)
 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON
 A ROOF ABOVE ANOTHER ROOF.
  
 5) THE EXTERIOR WALL SECTION ON SHEET 4 HAS THE
 INSULATION ON THE CEILING BELOW THE ATTIC SPACE IN
 ORDER TO COMPLY WITH FBC-R806.5 UNVENTED ATTIC AND
 UNVENTED ENCLOSED RAFTER ASSEMBLIES, THE INSULATION
 WILL NEED TO BE DIRECTLY BELOW THE ROOF SHEATHING. SEE
 CONDITION NUMBER 1 BELOW.
  
 UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING
 JOISTS OF THE TOP STORY AND THE ROOF RAFTERS) AND
 UNVENTED ENCLOSED RAFTER ASSEMBLIES (SPACES BETWEEN
 CEILINGS THAT ARE APPLIED DIRECTLY TO THE UNDERSIDE OF
 ROOF FRAMING MEMBERS/RAFTERS AND THE STRUCTURAL ROOF
 SHEATHING AT THE TOP OF THE ROOF FRAMING
 MEMBERS/RAFTERS) SHALL BE PERMITTED IF ALL THE
 FOLLOWING CONDITIONS ARE MET:
  
 1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED
 WITHIN THE BUILDING THERMAL ENVELOPE.
  
 2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON
 THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC
 ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED
 ENCLOSED RAFTER ASSEMBLY.
  
 3. WHERE WOOD SHINGLES OR SHAKES ARE USED, A MINIMUM
 1/4- INCH (6 MM) VENTED AIR SPACE SEPARATES THE
 SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE
 THE STRUCTURAL SHEATHING.
  
 4. IN CLIMATE ZONES 5, 6, 7 AND 8 OF TABLE R301.1 OF
 THE FLORIDA BUILDING CODE, ENERGY CONSERVATION, ANY
 AIRIMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR
 RETARDER, OR SHALL HAVE A CLASS III VAPOR RETARDER
 COATING OR COVERING IN DIRECT CONTACT WITH THE
 UNDERSIDE OF THE INSULATION.
  
 5. EITHER ITEMS 5.1, 5.2 OR 5.3 SHALL BE MET, DEPENDING
 ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY
 UNDER THE STRUCTURAL ROOF SHEATHING.
  
 5.1. AIR-IMPERMEABLE INSULATION ONLY. INSULATION SHALL
 BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE
 STRUCTURAL ROOF SHEATHING.
  
 5.2. AIR-PERMEABLE INSULATION ONLY. IN ADDITION TO THE
 AIR-PERMEABLE INSULATION INSTALLED DIRECTLY BELOW THE
 STRUCTURAL SHEATHING, RIGID BOARD OR SHEET INSULATION
 SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF
 SHEATHING AS SPECIFIED IN TABLE R806.5 FOR CONDENSATION
 CONTROL.
  
 5.3. AIR-IMPERMEABLE AND AIR-PERMEABLE INSULATION. THE
 AIR-IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT
 CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF
 SHEATHING AS SPECIFIED IN TABLE R806.5 FOR CONDENSATION
 CONTROL. THE AIR-PERMEABLE INSULATION SHALL BE
 INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE
 INSULATION.
  
 5.4. WHERE PREFORMED INSULATION BOARD IS USED AS THE
 AIR-IMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT
 THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE
 TO FORM A CONTINUOUS LAYER.
  
 6) ON SHEET 1 AND SHEET 3, THE FIRST FLOOR PLAN
 SPECIFIES A FRENCH DOOR AT THE NOOK. THE PRODUCT
 APPROVAL THAT WAS SUBMITTED IS FOR A SLIDING GLASS
 DOOR. PLEASE SUBMIT FRENCH DOOR PRODUCT APPROVALS. DCA
 RULE 9N-3
  
 7) THE PRODUCT APPROVAL THAT WAS SUBMITTED FOR THE US
 PLY MODIFIED BITUMEN ROOFING IS FOR CONCRETE DECKS.
 SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE ROOFING
 MATERIAL THAT WILL BE USED ON THE PLYWOOD ROOF DECK.
 DCA RULE 9N-3
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-11-06 Cont ID  
Sent By rmcdouga Date 2015-11-06 Time 19:23 Rev Time 0.00
Received By rmcdouga Date 2015-11-06 Time 10:44 Sent To  
Notes
2015-11-06 18:28:50REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) SHOW COMPLIANCE WITH 2014 FBC ENERGY CONSERVATION
 SECT. 101.5.1 & 103.1 BY SUBMITTING THE PROPER
 CONSTRUCTION DOCUMENTS. SEE RESIDENTIAL BUILDING FORMS
 402 OR 405.
 FBC ENERGY CONSERVATION - SECT. 103.1.1.2 CODE
 COMPLIANCE CERTIFICATION.
 THE BUILDING?S OWNER, THE OWNER?S ARCHITECT, OR OTHER
 AUTHORIZED AGENT LEGALLY DESIGNATED BY THE OWNER SHALL
 CERTIFY THAT THE BUILDING IS IN COMPLIANCE WITH THE
 CODE, AS PER SECTION 553.907, FLORIDA STATUTES, PRIOR
 TO RECEIVING THE PERMIT TO BEGIN CONSTRUCTION OR
 RENOVATION.
  
 2) IT APPEARS FROM THE FLOOR PLAN THAT THE OPENING TO
 THE STAIRS FROM THE FIRST FLOOR ADDITION MAY BE REDUCED
 DUE TO THE NEW CONCRETE BLOCK WALL. THE STAIRWAY IS
 REQUIRED TO HAVE A MINIMUM CLEAR WIDTH OF 36 INCHES.
 SPECIFY THE WIDTH OF THE EXISTING STAIRS AND THE NEW
 OPENING ON THE PLANS.
  
 4) A CONCRETE CANTILEVER OVERHANG IS SPECIFIED AN PLAN
 SHEETS 1 AND 3. PROVIDE STRUCTURAL DETAILS OF THIS
 OVERHANG. FBC-R 301.1
  
 5) SHOW THE LOCATION OF THE ROOF SCUPPERS, COLLECTORS
 AND DOWNSPOUTS ON THE ELEVATIONS. FBC-R318.5 PROTECTION
 AGAINST DECAY AND TERMITES.
 CONDENSATE LINES, IRRIGATION/SPRINKLER SYSTEM RISERS
 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
 LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR
 SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON
 ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)
 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON
 A ROOF ABOVE ANOTHER ROOF.
  
 6) R903.4 ROOF DRAINAGE.
 UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF
 DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE
 ROOF. WHERE REQUIRED FOR ROOF DRAINAGE, SCUPPERS SHALL
 BE PLACED LEVEL WITH THE ROOF SURFACE IN A WALL OR
 PARAPET. THE SCUPPER SHALL BE LOCATED AS DETERMINED BY
 THE ROOF SLOPE AND CONTRIBUTING ROOF AREA.
 R903.4.1 OVERFLOW DRAINS AND SCUPPERS.
 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
 PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
 PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
 INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.
 OVERFLOW DRAINS SHALL DISCHARGE TO AN APPROVED LOCATION
 AND SHALL NOT BE CONNECTED TO ROOF DRAIN LINES.
  
 7) SPECIFY THE ROOF SHEATHING AND FASTENING DETAILS ON
 THE PLANS. FBC-R803
  
 8) SHOW COMPLIANCE WITH FBC-R806.1 VENTILATION
 REQUIRED.
 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE
 CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
 RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE
 SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE
 ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL
 HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM
 AND 1/4 INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS
 HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM)
 SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH
 SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH
 OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM)
 MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF
 FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF
 SECTION R802.1.8. REQUIRED VENTILATION OPENINGS SHALL
 OPEN DIRECTLY TO THE OUTSIDE AIR.
  
 9) THE VERTICAL SPACING OF THE ANCHORS FOR THE (2) 2 X
 8 LEDGERS ON SHEET 4 HAS 4" FROM THE TOP AND ANOTHER 4"
 BELOW THAT ONE. THIS WILL NOT WORK SINCE THE LEDGER ARE
 8" WIDE. FBC 107.2.1
  
 10) ON SHEET 1 THE FIRST FLOOR PLAN SPECIFIES A FRENCH
 DOOR AT THE NOOK AND ON SHEET 3 IT IS A SLIDING GLASS
 DOOR. THE PRODUCT APPROVAL THAT WAS SUBMITTED IS FOR A
 SLIDING GLASS DOOR. PLEASE COORDINATE THE PLANS. FBC
 107.2.1
  
 11) THE PRODUCT APPROVAL THAT WAS SUBMITTED FOR THE US
 PLY MODIFIED BITUMEN ROOFING IS FOR CONCRETE DECKS.
 THIS ADDITION HAS WOOD ROOF TRUSSES AND PROBABLY WOOD
 SHEATHING. FBC-R905.11
  
 12) THE VALUATION FOR THE PROJECT HAS BEEN INCREASED
 FROM $50,000.00 TO $100,000.00 BASED ON LATEST ICC
 VALUATION DATA. FBC 109.3 BUILDING PERMIT VALUATION.
 FOR PERMITTING PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRIC, PLUMBING, MECHANICAL, INTERIOR
 FINISH, RELATIVE SITE WORK, ARCHITECTURAL AND DESIGN
 FEES, MARKETING COSTS, OVERHEAD AND PROFIT; EXCLUDING
 ONLY LAND VALUE. VALUATION REFERENCES MAY INCLUDE THE
 LATEST PUBLISHED DATA OF NATIONAL CONSTRUCTION COST
 ANALYSIS SERVICES (MARSHALL-SWIFT, MEANS, ETC.), AS
 PUBLISHED BY INTERNATIONAL CODE CONGRESS. FINAL
 BUILDING PERMIT VALUATION SHALL BE SET BY THE BUILDING
 OFFICIAL.
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-03-21 Cont ID  
Sent By vperez Date 2017-03-21 Time 09:36 Rev Time 0.00
Received By vperez Date 2017-03-21 Time 09:36 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2015-11-03 Cont ID  
Sent By dharvey Date 2015-11-03 Time 09:39 Rev Time 0.00
Received By dharvey Date 2015-11-03 Time 09:38 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 4 Status P Date 2017-03-22 Cont ID  
Sent By fmittner Date 2017-03-22 Time 09:19 Rev Time 0.00
Received By fmittner Date 2017-03-22 Time 09:18 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 3 Status P Date 2016-12-16 Cont ID  
Sent By fmittner Date 2016-12-16 Time 09:42 Rev Time 0.00
Received By fmittner Date 2016-12-16 Time 09:42 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 2 Status F Date 2016-05-25 Cont ID  
Sent By fmittner Date 2016-05-25 Time 11:42 Rev Time 0.00
Received By fmittner Date 2016-05-25 Time 11:42 Sent To  
Notes
2016-05-25 11:42:41WAITING ON HPB HEARING 6/28/16
Review Stop HIST HISTORICAL
Rev No 1 Status F Date 2015-10-06 Cont ID  
Sent By fmittner Date 2015-10-06 Time 11:34 Rev Time 0.00
Received By fmittner Date 2015-10-06 Time 11:34 Sent To  
Notes
2015-10-06 11:34:56ADDITION REQUIRES HPB APPROVAL. NEED TO SUBMIT COA.
 QUESTIONS, CONTACT FRIEDERIKE MITTNER AT 822-1457
Review Stop I INCOMING/PROCESSING
Rev No 4 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By lmarchan Date 2017-04-20 Time 12:15 Sent To  
Notes
2017-04-21 12:15:20RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-04-14 Cont ID  
Sent By rmcdouga Date 2017-04-14 Time 13:50 Rev Time 0.00
Received By rmcdouga Date 2017-03-06 Time 15:54 Sent To  
Notes
2017-03-07 15:54:56R32
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-06-24 Cont ID  
Sent By rmcdouga Date 2016-06-24 Time 18:38 Rev Time 0.00
Received By rmcdouga Date 2016-05-17 Time 15:23 Sent To  
Notes
2016-05-17 15:23:31R24
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-11-10 Cont ID  
Sent By ccole Date 2015-11-10 Time 08:20 Rev Time 0.00
Received By ccole Date 2015-10-06 Time 11:39 Sent To  
Notes
2015-10-13 11:39:29R03
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2016-06-24 Cont ID  
Sent By rmcdouga Date 2016-06-24 Time 07:30 Rev Time 0.00
Received By rmcdouga Date 2016-06-24 Time 07:30 Sent To  
Notes
2016-06-24 07:41:06MU2016-10825
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2015-11-06 Cont ID  
Sent By rmcdouga Date 2015-11-06 Time 12:57 Rev Time 0.00
Received By rmcdouga Date 2015-11-06 Time 12:57 Sent To  
Notes
2015-11-06 12:58:10BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE
 SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM
 BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH
 THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT
 MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL
 PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2017-04-24 Cont ID  
Sent By ccole Date 2017-04-24 Time 10:45 Rev Time 0.00
Received By ccole Date 2017-04-24 Time 10:45 Sent To  
Notes
2017-04-24 10:47:30MECHANICAL PROVISOS:
  
 1) CONTRACTOR TO PROVIDE SIGNATURE ON MECHANICAL PLANS.
  
 2) CONTRACTOR TO SUBMIT REVISED AC AND ENERGY
 CALCULATIONS FOR THE NEW SPLIT SYSTEMS.
  
 3) PROVIDE A REVISED ELECTRICAL PLAN.
  
 CCOLE- 4/24/17
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2017-04-06 Cont ID  
Sent By ccole Date 2017-04-06 Time 11:45 Rev Time 0.00
Received By ccole Date 2017-04-06 Time 11:45 Sent To  
Notes
2017-04-06 11:51:311ST REVIEW FBC-2014 MECHANICAL
 PERMIT #15091310
 4/6/17
  
 1) THE SUBMITTED CUT SHEET FOR THE COOLING TOWER DOES
 NOT INDICATE THE UNIT IS A UL 1995 LISTED PRODUCT AS
 REQUIRED BY SECTION 908.1 FBC-14 MECHANICAL, AND
 SECTION M1413.1 FBC-14 RESIDENTIAL. I HAVE INQUIRED
 WITH THE TECHNICAL DEPARTMENT OF PROTEC AND THEY WERE
 NOT ABLE TO PROVIDE ANY INFORMATION IN REGARD. PLEASE
 PROVIDE DOCUMENTATION TO SHOW COMPLIANCE.
  
 2) BASED ON SPECIFICATIONS I HAVE VIEWED ONLINE FOR THE
 TOWER, IT APPEARS THAT THE SELECTED MODEL PC-10 AT 8
 TONS IS OVERSIZED FOR THE SYSTEM WHICH HAS BEEN
 CALCULATED AT APPROXIMATELY 5 TONS OF COOLING- SEE
 SECTION R403.6.1.1 FBC-14 ENERGY CONSERVATION.
  
 3) PROVIDE COMPLIANCE DATA FOR THE COOLING TOWER ON THE
 ENERGYGAUGE FORM R405-2014- SEE TABLE C403.2.3(8).
  
 4) AS PREVIOUSLY REQUESTED PROVIDE ENGINEERING FOR
 ANCHORING THE EQUIPMENT TO RESIST WIND PRESSURES.
 ENGINEERING FROM THE MANUFACTURER IS ACCEPTABLE IF THE
 DESIGN CRITERIA IS COMPLIANTT WITH SECTION R301.2.1
 FBC-14 RESIDENTIAL.
  
 5) PROVIDE THE CLEARANCE DISTANCE FROM THE TOWER TO THE
 BUILDING.
  
 6) INDICATE HOW THE HEAT PUMPS IN THE GARAGE WILL BE
 PROTECTED FROM VEHICULAR DAMAGE
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-06-23 Cont ID  
Sent By ccole Date 2016-06-23 Time 09:02 Rev Time 0.00
Received By ccole Date 2016-06-23 Time 08:13 Sent To  
Notes
2016-06-23 09:39:302ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #15091310
 6/23/16
  
 1) AS PREVIOUSLY REQUESTED IN THE 1ST REVIEW, PROVIDE
 AHRI CERTIFICATES FOR THE HEAT PUMPS, SUBMIT
 MANUFACTURER'S SPECIFICATIONS FOR THE HEAT PUMPS AND
 COOLING TOWER, AND PROVIDE STRUCTURAL DETAILS FOR
 INSTALLATION OF THE COOLING TOWER CONCRETE MOUNTING
 PAD, AND WIND LOAD ENGINEERING FOR ANCHORING THE TOWER
 TO THE PAD. PLEASE NOTE THAT THE PLAN SHOWS A PAD FOR
 THE THE TOWER, HOWEVER THE SURVEY INDICATES AN EXISTING
 CONCRETE DECK. PLEASE CLARIFY WHICH IS APPLICABLE TO
 THE PROJECT.
  
 2) SHEET M-1: THE PLAN IS SPECIFYING BOTH FLORIDA HEAT
 PUMPS (AC-1 & 2), AND TRANE AHU'S 1 & 2: PLEASE CLARIFY
 WHICH UNITS WILL BE INSTALLED.
  
 3) M-1: PROVIDE WATER PIPING SPECIFICATIONS AND THE
 TYPE, SIZE AND THICKNESS OF THE PIPING INSULATION.
 CLARIFY HOW THE PIPING WILL BE RUN FROM THE COOLING
 TOWER TO THE BUILDING AND HOW IT WILL BE PROTECTED .
 INCLUDE THE PIPING AND INSULATUION DATA IN THE ENERGY
 CALCULATIONS.
  
 4) THE ENERGY CALCULATION FORM R406-2014 MUST BE SIGNED
 AND DATED BY THE OWNER/AGENT SUBMITTED, AND MUST ALSO
 BEAR THE ORIGINAL SIGNATURE OF THE PREPARER.
  
 5) M-1: PLEASE ADD THE 4X2 SUPPLY GRILLS TO THE LEGEND
  
 6) PROVIDE DETAILS FOR THE WATER SOURCE TO THE COOLING
 TOWER.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-11-10 Cont ID  
Sent By ccole Date 2015-11-10 Time 07:22 Rev Time 0.00
Received By ccole Date 2015-11-10 Time 07:22 Sent To  
Notes
2015-11-10 08:20:151ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15091310
 11/10/15
  
 1) SHEET M-1: SOME OF THE PRINT ON THE PLAN AND IN THE
 EQUIPMENT SCHEDULES (UPPER RIGHT AND BOTTOM CENTER) IS
 EITHER ILLEGIBLE OR JUST TO FAINT TO READ. REFER TO
 SECTION 107.2.1 WPB AMENDMENTS TO THE FBC-14 BUILDING
 CODE. INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE
 DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL.
 ELECTRONIC MEDIA DOCUMENTS SHALL BE SUBMITTED WHEN
 APPROVED BY THE BUILDING OFFICIAL. CONSTRUCTION
 DOCUMENTS SHALL BE OF SUFFICIENT CLARITY TOINDICATE 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. SUCH DRAWINGS AND
 SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM
 OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS,
 WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE
 TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC,
 AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE
 OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS
 EQUIVALENT BE USED AS A
 SUBSTITUTE FOR SPECIFIC INFORMATION. ALL INFORMATION,
 DRAWINGS, SPECIFICATIONS AND ACCOMPANYING DATA SHALL
 BEAR THE NAME AND SIGNATURE OF THE PERSON RESPONSIBLE
 FOR THE DESIGN. (SEE ALSO SECTION 107.3.5).
  
 2) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 CHILLER, THE COMPRESSOR, THE COOLING TOWER AND THE
 CHILLER PUMPS. THE EQUIPMENT- INCLUDING THE HEAT PUMPS-
 SHALL MEET MINIMUM EFFICIENCY REQUIREMENTS AS OUTLINED
 IN TABLES C403.2.3(2), C403.2.3(7), AND C403.2.3(8).
  
 3) SUBMIT AHRI CERTIFICATES FOR THE DX HEAT PUMPS, THE
 CHILLER, AND THE COOLING TOWER (TOWER MAY HAVE OTHER
 TEST CERTIFICATION AS NOTED IN TABLE C403.2.3(8)).
  
 4) M-1: THE NOTE "COOLING STATION UNDER BAR OUTSIDE
 CHILLER" IS WRITTEN BY THE STAIRWELL IN THE 1ST FLOOR
 MECH. PLAN: PLEASE CLARIFY WHAT THIS NOTE IS
 INDICATING.
  
 5) REFER TO SECTIONS M1305.1.4.1 AND M1401.4 FBC-14
 RESIDENTIAL AND PROVIDE STRUCTURAL DETAILS FOR
 INSTALLATION OF THE COOLING TOWER SLAB AND WIND LOAD
 TIE DOWN ENGINEERING FOR MOUNTING THE TOWER TO THE
 SLAB.
  
 6) PROVIDE A TYICAL SECTION DETAIL FOR THE DX HEAT
 PUMPS INDICATING HOW THEY WILL BE SUPPORTED ABOVE THE
 GARAGE FLOOR, THE HEIGHT FROM THE FINISHED FLOOR TO THE
 BOTTOM OF THE UNITS, THE REQUIRED DRAIN PAN, AND
 PRIMARY AND SECONDARY CONDENSATE DISPOSAL DETAILS- SEE
 SECTION M1411.3
  
 7) SUBMIT ENERGY CALCULATIONS FOR THE PROPOSED PROJECT
 IN COMPLIANCE WITH SECTION R101.4.3 FBC-14 ENERGY
 CONSERVATION. SEE TABLE R101.5.2 AND SUBMIT TWO COPIES
 OF FORM R402 OR FORM R405.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2017-03-17 Cont ID  
Sent By gjohnson Date 2017-03-17 Time 11:38 Rev Time 0.00
Received By gjohnson Date 2017-03-17 Time 11:38 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-05-23 Cont ID  
Sent By gjohnson Date 2016-05-23 Time 18:01 Rev Time 0.00
Received By gjohnson Date 2016-05-23 Time 18:01 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-11-09 Cont ID  
Sent By gjohnson Date 2015-10-16 Time 11:42 Rev Time 0.00
Received By gjohnson Date 2015-10-16 Time 11:42 Sent To  
Notes
2015-11-09 15:54:09 
 1ST REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS
  
  
 1.SHOW CALCULATION FOR ROO SCUPPERS.
 PER WPB AMEND. TP FBC SEC 107.2.1.3
 2.IT IS UNCLEAR WHER SUPPERS ARE LOCATED PLEASE
 CLEARIFY.\
 PER WPB AMEND. TP FBC SEC 107.2.1.3
 3.SCUPPERS SHALL COPLY WITH FBC P SEC 1108.1 SECONDARY
 (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS.
 WHERE ROOF DRAINS ARE REQUIRED, SECONDARY (EMERGENCY
 OVERFLOW) ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED
 WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS ABOVE THE
 ROOF IN SUCH A MANNER THAT WATER WILL BE ENTRAPPED IF
 THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY REASON.
 1108.3 SIZING OF SECONDARY DRAINS.
 SECONDARY (EMERGENCY) ROOF DRAIN SYSTEMS SHALL BE SIZED
 IN ACCORDANCE WITH SECTION 1106 BASED ON THE RAINFALL
 RATE FOR WHICH THE PRIMARY SYSTEM IS SIZED IN TABLES
 1106.2(1), 1106.2(2), 1106.3 AND 1106.6. SCUPPERS SHALL
 BE SIZED TO PREVENT THE DEPTH OF PONDING WATER FROM
 EXCEEDING THAT FOR WHICH THE ROOF WAS DESIGNED AS
 DETERMINED BY SECTION 1101.7. SCUPPERS SHALL HAVE AN
 OPENING DIMENSION OF NOT LESS THAN 4 INCHES (102 MM).
 THE FLOW THROUGH THE PRIMARY SYSTEM SHALL NOT BE
 CONSIDERED WHEN SIZING THE SECONDARY ROOF DRAIN SYSTEM.
Review Stop Z ZONING
Rev No 2 Status P Date 2016-06-22 Cont ID  
Sent By fmittner Date 2016-06-22 Time 13:45 Rev Time 0.00
Received By fmittner Date 2016-06-22 Time 13:45 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2015-10-06 Cont ID  
Sent By fmittner Date 2015-10-06 Time 11:35 Rev Time 0.00
Received By fmittner Date 2015-10-06 Time 11:35 Sent To  
Notes
2015-11-06 13:45:15SEE HISTORIC REVIEW COMMENTS.


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