Plan Review Details - Permit 17100183
Plan Review Stops For Permit 17100183
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2017-12-27 Cont ID  
Sent By cthroop Date 2017-12-27 Time 14:22 Rev Time 0.00
Received By cthroop Date 2017-12-27 Time 13:56 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-11-15 Cont ID  
Sent By rmcdouga Date 2017-11-15 Time 17:57 Rev Time 0.00
Received By rmcdouga Date 2017-11-08 Time 16:27 Sent To I
Notes
2017-11-15 15:21:41PLAN
 REVIEW 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) THE EXPOSURE CATEGORY FOR THIS STRUCTURE SHOULD BE
 "C" RATHER THAN "B". FBC-R301.2.4.3
  
 2) ADJUST THE REQUIRED COMPONENT AND CLADDING PRESSURES
 TO REFLECT EXPOSURE "C" AS NECESSARY. FBC-R301.2.1
  
 3) ON SHEET A2 THE FLOOD ZONE IS SPECIFIED AS B. THE
 NEW FEMA FLOOD MAPS WERE ADOPTED BY THE CITY OF WEST
 PALM BEACH ON OCTOBER 5, 2017. THIS PROJECT FALLS UNDER
 THE PURVIEW OF THESE NEWLY ADOPTED MAPS. THEREFORE, THE
 FLOOD ZONE FOR THIS PROPERTY IS NOW "X" AND THE
 ELEVATIONS SHOULD BE IN NAVD 88 DATUM.
  
 4) THE TYPE OF CONSTRUCTION ON SHEET A2 SHOULD BE V-B
 FOR THIS STRUCTURE. FBC TABLE 601
  
 5) ON SHEET A2 THE ACI 318, 530 AND 530.1 STANDARDS
 SHOULD BE UPDATED TO THE 2011 EDITIONS PER THE
 REFERENCED STANDARDS IN CHAPTER 46 OF THE FBC-R.
  
 6) PROVIDE TWO SETS OF A SITE DRAINAGE PLAN THAT SHOWS
 COMPLIANCE WITH FBC-R401.3 DRAINAGE. SURFACE DRAINAGE
 SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER
 APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A
 HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER
 AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A
 MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET
 (3048 MM). EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR
 OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF
 FALL WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL
 BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE
 STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM)
 OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF
 2 PERCENT AWAY FROM THE BUILDING.
  
 7) THE FIRST FLOOR PLAN ON SHEET A5 SHOWS AN ATTIC
 ACCESS AND AN AIR HANDLER IN THE ATTIC ABOVE THE
 GARAGE. THERE IS A SECOND FLOOR ABOVE THE GARAGE.
 PLEASE CORRECT. FBC 107.2.1
  
 8) SHOW COMPLIANCE WITH FBC-R 807.1 FOR ATTIC ACCESS.
  
 9) SHOW COMPLIANCE WITH FBC-R 318.5 WHICH REQUIRES
 GUTTERS WITH DOWNSPOUTS ON ALL BUILDINGS WITH EAVES OF
 LESS THAN 6 INCHES OF HORIZONTAL PROJECTION.
  
 10) THE ENERGY FORM R405-2014 IS REQUIRED TO HAVE THE
 OWNER/AGENTS SIGNATURE. FBC ENERGY CONSERVATION SECTION
 R103.1.1.2
  
 11) SPECIFY THE REQUIRED DESIGN PRESSURES FOR THE
 SECTIONAL OVERHEAD GARAGE DOOR ON THE PLANS. FBC-R
 301.2.1
  
 12) SPECIFY THE REQUIRED UPLIFT PRESSURES FOR THE FLAT
 ROOF, ZONES 1, 2 AND 3 ON THE PLANS. FBC-R 301.2.1
  
 13) THE DOOR FROM THE GARAGE TO THE RESIDENCE IS
 REQUIRED TO COMPLY WITH FBC-R 302.5.1 AND BE EQUIPPED
 WITH A SELF-CLOSING DEVICE.
  
 14) SUBMIT TWO SETS OF THE PRODUCT EVALUATIONS FOR THE
 SPRAY FOAM INSULATION. FBC-R 316
  
 15) SUBMIT TWO SETS OF THE MANUFACTURER'S
 SPECIFICATIONS AND THE INSTALLATION INSTRUCTIONS FOR
 THE BUILT IN GAS BBQ GRILL. FBC 107.2.1 & FBCR-G2404.3
  
 16) SHOP DRAWINGS FOR THE GUARDS AND RAILINGS SHALL BE
 SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THEIR
 INSTALLATION. FBC-R 312.1
  
 17) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC
 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE
 BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER
 OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH
 FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS
 AND MAXIMUM DESIGN PRESSURES FOR THE STRUCTURAL
 MULLIONS, THE "SARASOTA"STORM SHUTTERS, THE SOLID CORE
 FLUSH METAL DOOR AND THE HALF LITE METAL OUTSWING DOOR.
  
 18) TWO DIFFERENT CERTAINTEED NOAS WERE SUBMITTED FOR
 THE MODIFIED ROOF SYSTEMS. IDENTIFY WHERE EACH ONE WILL
 BE USED. INDICATE THE SPECIFIC SYSTEM THAT WILL BE
 INSTALLED AND THE MAXIMUM DESIGN PRESSURE FOR IT FROM
 THE NOA. SUBMIT TWO SETS OF SIGNED AND SEALED RAS 117
 CALCULATIONS FOR ENHANCED FASTENING OF THE PERIMETER
 AND CORNER AREAS PER LIMITATION NUMBER 7 OF THE NOA.
 FBC 107.2.1
  
 19) THE VALUATION FOR THIS PROJECT HAS BEEN INCREASED
 TO $418, 678.00 BASED ON THE LATEST ICC VALUATION DATA.
 FBC 109.3
  
 20) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT
 A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-12-27 Cont ID  
Sent By jpearson Date 2017-12-27 Time 12:17 Rev Time 0.00
Received By jpearson Date 2017-12-27 Time 11:57 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-10-31 Cont ID  
Sent By jpearson Date 2017-10-31 Time 15:59 Rev Time 0.00
Received By jpearson Date 2017-10-31 Time 15:59 Sent To  
Notes
2017-10-31 15:59:40CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. RISER DIAGRAM SHOWS 4/0 WIRE FOR A 350 AMP SERVICE.
 4/0 WIRE IS NOT RATED FOR A 350 AMP SERVICE. PROVIDE
 CORRECTION. FBC RE TABLE 3603.1
 2. SHEET A-12, NOTE 1 REFERENCES NEC 406.11 FOR TAMPER
 RESISTANT RECEPTACLES. THIS CODE SECTION DOES NOT APPLY
 TO TAMPER RESISTANT RECEPTACLES. PROVIDE CORRECTION.
 NEC 406.12; FBC RE4002.14
 3. SHEET A-12, NOTE 13 STATES THAT LIGHTING IN CLOTHES
 CLOSETS SHALL COMPLY WITH NEC 4/10.8/D/1, WHICH DOESN?T
 EXIST. PROVIDE CORRECTION. NEC 410.16; FBC RE4003.12
 4. PROVIDE A BLOCK NOTE INDICATING THE REQUIRED
 SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS WHERE APPLICABLE FOR POOL. FBC 105.1,
 107.2.1
 5. PROVIDE CARBON MONOXIDE ALARMS WITHIN 10 FEET OF
 EACH ROOM USED FOR SLEEPING PURPOSES. FBC R315.1
 6. PROVIDE 20 AMP CIRCUIT FOR BATHROOM GFCI RECEPTACLE
 OUTLETS. FBC RE 3703.4
 7. RECEPTACLE FOR GARAGE DOOR OPENER REQUIRES GFCI
 PROTECTION. FBC RE 3902.2
 8. PROVIDE COMPLIANCE: "A MINIMUM OF 75 PERCENT OF THE
 LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
 BE HIGH-EFFICACY LAMPS OR A MINIMUM OF 75 PERCENT OF
 THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
 CONTAIN ONLY HIGH EFFICACY LAMPS". A NOTE WILL SUFFICE.
 FBC CE R404.1
 9. WATER HEATER IS STATED AS A 5000 WATT LOAD. OCP FOR
 THIS LOAD SHOULD BE CALCULATED AT 125% OF THE WATTAGE
 DIVIDED BY 240 VOLT, WHICH EQUALS 26.04 AMPS. THE NEXT
 SIZE BREAKER WOULD BE 30 AMP, NOT 40 AMP AS SHOWN IN
 PANEL SCHEDULE. PROVIDE CORRECTION. FBC RE 3702.10
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-12-27 Cont ID  
Sent By cthroop Date 2017-12-27 Time 14:23 Rev Time 0.00
Received By cthroop Date 2017-12-06 Time 13:36 Sent To I
Notes
2017-12-07 13:36:11R38
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-11-15 Cont ID  
Sent By rmcdouga Date 2017-11-15 Time 17:57 Rev Time 0.00
Received By rmcdouga Date 2017-10-05 Time 14:48 Sent To  
Notes
2017-10-06 14:48:35R39
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2017-12-27 Cont ID  
Sent By cthroop Date 2017-12-27 Time 14:22 Rev Time 0.00
Received By cthroop Date 2017-12-27 Time 13:56 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-11-08 Cont ID  
Sent By rmcdouga Date 2017-11-08 Time 11:16 Rev Time 0.00
Received By rmcdouga Date 2017-11-08 Time 11:16 Sent To  
Notes
2017-11-08 11:16:02BEFORE 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 2 Status P Date 2017-12-27 Cont ID  
Sent By skennedy Date 2017-12-27 Time 12:27 Rev Time 0.00
Received By skennedy Date 2017-12-27 Time 12:27 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-11-06 Cont ID  
Sent By hmoser Date 2017-11-06 Time 09:33 Rev Time 0.00
Received By hmoser Date 2017-11-03 Time 14:57 Sent To  
Notes
2017-11-06 09:32:59PLAN DENIED
 1) REFER TO SECTION M 1602.4 BALANCED RETURN AIR
 2014 RESIDENTIAL CODE.
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop P PLUMBING
Rev No 1 Status P Date 2017-10-21 Cont ID  
Sent By gjohnson Date 2017-10-21 Time 14:43 Rev Time 0.00
Received By gjohnson Date 2017-10-21 Time 14:28 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By PG Date 2017-12-22 Time   Rev Time 0.00
Received By pgreilic Date 2017-12-21 Time 15:19 Sent To  
Notes
2017-12-22 16:16:06PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 2017-10-18 Time   Rev Time 0.00
Received By pgreilic Date 2017-10-17 Time 14:24 Sent To  
Notes
2017-12-04 10:38:44LANDSCAPE PERMIT 17111047 SUBMITTED 11/28/17.
2017-10-18 11:10:00PLEASE PROVIDE A LANDSCAPE PERMIT
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]


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