Plan Review Details - Permit 15030165
Plan Review Stops For Permit 15030165
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2015-06-15 Cont ID  
Sent By rmcdouga Date 2015-06-15 Time 13:36 Rev Time 0.00
Received By rmcdouga Date 2015-06-15 Time 07:06 Sent To  
Notes
2015-06-15 13:05:54APPROVED 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 ASSESSMENT OF
 RE-INSPECTION FEE(S).
 1) SUBMIT ROOF TRUSS DRAWINGS THAT HAVE BEEN DESIGNED
 FOR EXPOSURE C. FBC-R301.2.1
 2) SUBMIT PRODUCT APPROVALS FOR THE THERMA TRU FIBER
 CLASSIC EXTERIOR DOOR (FL 8871.5) THAT IS LISTED IN THE
 PRODUCT APPROVAL SUBMITTAL AFFIDAVIT ON THE COVERSHEET.
 FBC 107.2.1 & DCA RULE 9N-3
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-06-08 Cont ID  
Sent By rmcdouga Date 2015-06-08 Time 15:24 Rev Time 0.00
Received By rmcdouga Date 2015-06-04 Time 17:46 Sent To  
Notes
2015-06-08 15:24:47PLAN
 REVIEW COMMENTS
  
 2ND REVIEW: FBC 2010
 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 ON SHEET 1 WAS NOT CHANGED
 FROM "B" TO "C". FBC-R301.2.1.4
  
 2) THE COMPONENT AND CLADDING PRESSURES WERE NOT
 CHANGED TO REFLECT THE CHANGE TO EXPOSURE "C".
 FBC-R301.2.1
  
 3) THE NEGATIVE DESIGN PRESSURE FOR THE ONE CAR GARAGE
 DOOR IS INCORRECTLY SPECIFIED AS -334.0 PSF. PLEASE
 CORRECT.
  
 4) SUBMIT TRUSS DRAWINGS FOR EXPOSURE "C" THAT HAVE
 BEEN REVIEWED AND APPROVED BY THE DESIGNER OF RECORD.
 FBC-R802.1.6.1 & FAC 61G15 - 31.003
  
 5) THE PRODUCT APPROVALS FOR THE CONCRETE ROOF TILE
 LISTS SEVERAL ATTACHMENT METHODS. SPECIFY THE SPECIFIC
 METHOD THAT WILL BE USED TO INSTALL THE TILE AND RESIST
 THE OVERTURN MOMENT. FBC 107.2.1 AND FBC-R905.3
  
 6) IN ORDER TO AVOID ADDITIONAL REVIEW COMMENTS, PLEASE
 REVIEW THE PRODUCT APPROVALS THAT WERE SUBMITTED TO
 VERIFY THAT THE DESIGN PRESSURES LISTED IN THE PRODUCT
 APPROVAL WILL MEET THE EXPOSURE "C" COMPONENT AND
 CLADDING PRESSURES. FBC-R301.2.1
  
 7) THE VALUE OF WORK WAS INCREASED FROM $108,521.00 TO
 $220,500.00 BASED ON ICC VALUATION DATA. FBC 109.3
  
 8) IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE
 CLARIFICATION, PLEASE SUBMIT A RESPONSE LETTER
 INDICATING HOW EACH OF THE REVIEW COMMENTS HAS BEEN
 ADDRESSED.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-04-28 Cont ID  
Sent By rmcdouga Date 2015-04-28 Time 14:07 Rev Time 0.00
Received By rmcdouga Date 2015-04-28 Time 13:47 Sent To  
Notes
2015-04-28 14:07:16PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN
 PRESSURES PURSUANT TO FBC-R301.2. THE EXPOSURE CATEGORY
 FOR THIS PROJECT IS SPECIFIED AS 'B' AND IT IS EXPOSURE
 CATEGORY 'C'. FBC-R301.2.1.4
  
 2) THE 34-5 SH WINDOW ( MARK #8 ) ON A1-DL IS AN EGRESS
 WINDOW, ALTHOUGH IT IS NOT SPECIFIED AS SUCH IN THE
 WINDOW SCHEDULE.
  
 3) R803.2.3.1 SHEATHING FASTENINGS.
 WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO
 ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 INCHES ON
 CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE
 FRAMING. RING-SHANK NAILS SHALL HAVE THE FOLLOWING
 MINIMUM DIMENSIONS:
  
 1. 0.113 INCH NOMINAL SHANK DIAMETER.
  
 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER.
  
 3. 16 TO 20 RINGS PER INCH.
  
 4. 0.280 INCH FULL ROUND HEAD DIAMETER.
  
 5. 2 INCH NAIL LENGTH.
  
 WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 ? G <
 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE
 4 INCHES ON CENTER IN NAILING ZONE 3 IN ACCORDANCE WITH
 FIGURE R803.2.3.1 WHERE VASD AS DETERMINED IN
 ACCORDANCE WITH SECTION R301.2.1.3 IS 130 MPH OR
 GREATER.
  
 4) R401.4 SOIL TESTS. WHERE QUANTIFIABLE DATA CREATED
 BY ACCEPTED SOIL SCIENCE METHODOLOGIES INDICATE
 EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER QUESTIONABLE
 SOIL CHARACTERISTICS ARE LIKELY TO BE PRESENT, THE
 BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A
 SOIL TEST TO DETERMINE THE SOIL?S CHARACTERISTICS AT A
 PARTICULAR LOCATION. THIS TEST SHALL BE DONE BY AN
 APPROVED AGENCY USING AN APPROVED METHOD. SUBMIT TWO
 COPIES OF A SIGNED AN SEALED SUB-SURFACE SOIL
 INVESTIGATION REPORT.
  
 5) SHOW COMPLIANCE WITH FBC-R318.1 FOR TERMITE
 PROTECTION.
  
 6) THE NOTE ON SHEET A2-DL, " FILLED CELL W/1#5 VERT @
 72" O.C. MAXIMUM EXCEPT WHERE NOTED TYP." IS NOT CLEAR.
 THE ARROW IS POINTING TO THE 2 HOUR RATED FIRE WALL.
 THE SPACING OF THE FILLED CELLS IN THIS WALL ARE MORE
 THAN 9 FEET. CLARIFY.
  
 7) THERE DOES NOT APPEAR TO BE AN ATTACHMENT DETAIL FOR
 THE LEDGER THAT IS CARRYING THE FLOOR TRUSSES THAT ARE
 PERPENDICULAR TO THE 2 HOUR FIRE WALL THAT IS SHOWN ON
 THE 2ND FLOOR FRAMING PLAN ON A2-DL. FBC-R301.1
  
 8) SHOW COMPLIANCE WITH FBC-R312.3, ON THE STAIR
 SECTION ON D2-R312.3, WHICH REQUIRES THE TRIANGULAR
 OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF
 A GUARD TO REJECT THE PASSAGE OF A SPHERE 6 INCHES IN
 DIAMETER.
  
 9) ON THE OPTIONAL PATIO PLAN ON SHEET A12, PROVIDE
 ATTACHMENT DETAILS FOR THE TRUSS TO BEAM AND OUTLOOKERS
 TO RAKE BEAM CONNECTIONS. SPECIFY THE ROOF SLOPE.
 SPECIFY THE FOOTER FOR THE SINGLE REINFORCED FILLED
 CELL THAT IS AGAINST THE EXTERIOR TOWNHOUSE WALL AND
 THE ATTACHMENT OF THE TRUSS TOP CORD TO THIS WALL.
 SPECIFY THE ATTACHEMENTS OF THE BEAMS, WALLS AND
 FOOTINGS TO THE MAIN STRUCTURE. FBC 107.2.1
  
 10) PROVIDE A DETAIL OF THE OVERHANG DETAIL AT THE
 GABLE RAKE BEAMS SHOWING ALL CONNECTIONS. FBC-R301.1
 DETAIL 11/S6 IS SPECIFIED ON A2-BR, HOWEVER, IT IS
 BLANK.
  
 11) SPECIFY THE ATTACHMENT METHOD THAT WILL BE USED TO
 INSTALL THE CONCRETE ROOF TILE AND MEET THE REQUIRED
 OVERTURN MOMENT. DETAIL A/D1 STATES THAT IT WILL BE
 NAILED OR SCREWED. FBC-R 905.3 & 301.1
  
 12) INDICATE WHICH OF THE ATTACHMENT METHODS AND THE
 CORRESPONDING ATTACHMENT RESISTANCE LISTED IN THE ROOF
 TILE PRODUCT APPROVAL WILL BE USED. IF AN ADHESIVE IS
 USED, SUBMIT TWO SETS OF PRODUCT APPROVALS FOR IT. FBC
 107.2.1 AND DCA RULE 9N-3
  
 13) REVIEW THE MAXIMUM DESIGN PRESSURES IN THE PRODUCT
 APPROVALS TO INSURE THEY ARE ADEQUATE FOR THE HIGHER
 PRESSURES REQUIRED IN EXPOSURE CATEGORY C. CIRCLE THE
 DESIGN PRESSURES FOR THE COMPONENTS THAT WILL BE USED
 IN THE TABLES THAT ARE IN THE PRODUCT APPROVALS. FBC-R
 301.2.1 & FBC 107.2.1
  
 14) THE TRUSS LAYOUT PLAN IS REQUIRED TO BE REVIEWED
 AND APPROVED BY THE DESIGNER OF RECORD. FAC 61G15 -
 31.003
  
 15) THE ROOF GIRDER TRUSS ( AVANTI MODEL ) HAS AN
 UPLIFT OF -4577 LBS AT JOINT F AND THE PLANS SPECIFY
 TYPE C CONNECTOR WHICH HAS AN ALLOWABLE UPLIFT OF -3500
 LBS. PROVIDE CONNECTOR WITH ADEQUATE ALLOWABLE UPLIFT.
 FBC-R 802.1.6.5
  
 16) IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE
 CLARIFICATION, 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 2015-06-08 Cont ID  
Sent By rmcdouga Date 2015-06-08 Time 13:42 Rev Time 0.00
Received By rmcdouga Date 2015-06-04 Time 17:47 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-04-28 Cont ID  
Sent By rmcdouga Date 2015-04-28 Time 16:44 Rev Time 0.00
Received By rmcdouga Date 2015-04-28 Time 16:44 Sent To  
Notes
2015-04-28 16:46:10PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY ELECTRIC
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE SQUARE FOOTAGE SPECIFIED FOR THE GENERAL
 LIGHTING CALCULATIONS DOES NOT MATCH THE SQUARE FOOTAGE
 LISTED IN THE AREA CALCULATIONS. THE AVANTI ( LEFT AND
 RIGHT ) HAS 1764 AND NOT 1867. THE CASSANDRA ( LEFT AND
 RIGHT ) 1836 AND NOT 1777 ( CHECK ADDITION ). THE
 MADERA ( RIGHT ) HAS 1836 AND NOT 1764 ( CHECK ADDITION
 ). THE MADERA ( LEFT ) HAS 1764 AND SHOULD BE 1765 (
 CHECK ADDITION ). FBC 107.2.1
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-06-15 Cont ID  
Sent By rmcdouga Date 2015-06-15 Time 15:30 Rev Time 0.00
Received By rmcdouga Date 2015-06-11 Time 13:28 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-06-08 Cont ID  
Sent By rmcdouga Date 2015-06-08 Time 17:32 Rev Time 0.00
Received By rmcdouga Date 2015-05-26 Time 08:23 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-04-28 Cont ID  
Sent By rmcdouga Date 2015-04-28 Time 17:00 Rev Time 0.00
Received By rmcdouga Date 2015-03-20 Time 12:50 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2015-06-15 Cont ID  
Sent By rmcdouga Date 2015-06-15 Time 13:37 Rev Time 0.00
Received By rmcdouga Date 2015-06-15 Time 07:06 Sent To  
Notes
2015-06-15 13:38:47MU 2015 - 14120
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2015-06-08 Cont ID  
Sent By rmcdouga Date 2015-06-08 Time 11:10 Rev Time 0.00
Received By rmcdouga Date 2015-06-04 Time 17:47 Sent To  
Notes
2015-06-08 11:10:42BEFORE 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 IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2015-04-28 Cont ID  
Sent By rmcdouga Date 2015-04-28 Time 16:47 Rev Time 0.00
Received By rmcdouga Date 2015-04-28 Time 16:47 Sent To  
Notes
2015-04-28 16:47:15BEFORE 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 2015-06-08 Cont ID  
Sent By rmcdouga Date 2015-06-08 Time 17:32 Rev Time 0.00
Received By rmcdouga Date 2015-06-04 Time 17:46 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-04-28 Cont ID  
Sent By rmcdouga Date 2015-04-28 Time 16:48 Rev Time 0.00
Received By rmcdouga Date 2015-04-28 Time 16:48 Sent To  
Notes
2015-04-28 16:59:39PLAN
 REVIEW COMMENTS
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY MECHANICAL
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THE ENERGY FORM IS MISSING THE FOLLOWING
 INFORMATION: OWNER, BUILDER NAME, PERMIT OFFICE ( CITY
 OF WEST PALM BEACH ), JURISDICTION ( 604700 ). FBC
 107.2.1.4
  
 2) THE PRODUCT APPROVAL THAT WAS SUBMITTED FOR THE
 FRONT DOOR IS FOR A GLAZED SINGLE FRENCH DOOR WHERE THE
 GLASS AREA IS EQUAL OR GREATER THAN ONE THIRD OF THE
 DOOR AREA. THIS DOOR IS REQUIRED TO BE INCLUDED IN THE
 GLAZING CALCULATION AS A TOTAL FENESTRATION. FBC ENERGY
 SECTION 405.5.3
  
 3) THE END UNITS TYPICALLY REQUIRE LARGER HEATING AND
 COOLING LOADS THAN THE UNITS IN BETWEEN. THEY HAVE AN
 EXTRA EXTERIOR WALL WITH WINDOWS. REVIEW THE
 CALCULATIONS TO DETERMINE WHY ALL OF THE UNITS HAVE THE
 SAME LOADS. FBC 107.2.1
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2015-06-10 Cont ID  
Sent By tklarge Date 2015-06-10 Time 13:18 Rev Time 0.00
Received By tklarge Date 2015-06-10 Time 05:33 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-04-12 Cont ID  
Sent By tklarge Date 2015-04-12 Time 10:23 Rev Time 0.00
Received By tklarge Date 2015-04-12 Time 09:59 Sent To  
Notes
2015-04-12 10:22:231) SUBMIT A WATER RISER FOR THE DIFFERENT MODELS. WPB
 AMEND. TO 2010 FBC SEC. 107.3.5.3.
 2) THE LANDSCAPE PLAN SHOWS THE WATER SUPPLY FOR THE
 IRRIGATION SYSTEM AS CITY WATER. THE IRRIGATION SYSTEM
 SHALL BE PROTECTED AGAINST BACKFLOW PER THE CITY'S
 CROSS CONNECTION MANUAL. CONTACT STEVEN HUNTER AT
 561-805-2240 FOR THE PROPER TYPE OF BACKFLOW DEVICE TO
 BE INSTALLED.
 3) THE WATER HEATERS IN THE GARAGES SHALL BE PROTECTED
 FROM VEHICLE IMPACT.
 4) SHOW THE LOCATION OF THE CONTROLLER AND RAIN SENSOR
 FOR THE IRRIGATION SYSTEM. A RAIN SENSOR IS REQUIRED ON
 THE IRRIGATION SYSTEM PER FL. STATUTE 373.62.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2015-06-29 Cont ID  
Sent By rmcdouga Date 2015-06-29 Time 09:25 Rev Time 0.00
Received By rmcdouga Date 2015-06-29 Time 09:25 Sent To  
Notes
2015-06-29 09:26:04BORAL TILESEAL UNDERLAYMENT NOA NO.12-0417.06
 HANSON REGAL/SPANISH "S" II CONCRETE ROOF TILE NOA NO.
 12-0917.08 INSTALLED WITH (2) #8 SCREWS
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2015-06-17 Cont ID  
Sent By skennedy Date 2015-06-17 Time 14:15 Rev Time 0.00
Received By skennedy Date 2015-06-17 Time 14:15 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2015-06-16 Cont ID  
Sent By skennedy Date 2015-06-16 Time 11:19 Rev Time 0.00
Received By skennedy Date 2015-06-16 Time 11:19 Sent To  
Notes
2015-06-16 12:24:421ST REVIEW: FBC 2010
  
 NONE OF THE VERSION 3 DRAWINGS HAVE A DIGITAL SIGNATURE
 PROVIDED:
  
 PROVIDE A DIGITAL SIGNATURE, OR ORIGINAL SIGNED AND
 SEALED COPIES OF THE FOLLOWING SUPPORTING DOCUMENTS,
  
 SURVEY, SIOL REPORT, TRUSS ENGINEERING
  
  
 STEVEN KENNEDY, CBO
 CHIEF PLANS EXAMINER
 (561) 805-6710
 [email protected]
  
  
Review Stop Z ZONING
Rev No 2 Status P Date 2015-05-29 Cont ID  
Sent By llouie Date 2015-05-29 Time 13:58 Rev Time 0.00
Received By llouie Date 2015-05-29 Time 13:58 Sent To  
Notes
2015-05-29 13:59:23ZONING APPROVED WITH THE FOLLOWING PROVISO:
  
 1.) DRIVEWAY SHALL BE SETBACK AT LEAST 3 FT. FROM THE
 SIDE INTERIOR PROPERTY LINE(S).
  
 * SEPARATE PERMIT REQUIRED FOR LANDSCAPING.
  
 CALL LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
Review Stop Z ZONING
Rev No 1 Status F Date   Cont ID  
Sent By llouie Date 2015-03-31 Time   Rev Time 0.00
Received By llouie Date 2015-03-31 Time 11:22 Sent To  
Notes
2015-03-31 11:29:34** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) PROVIDE THE FOLLOWING DIMENSIONS IN THE SITE
 PLAN/SURVEY FOR BUILDING 8: FRONT SETBACK FOR LOT 43,
 WIDTH OF DRIVEWAYS.
  
 2.) SEPARATE PERMIT APPLICATION AND REVIEW REQUIRED FOR
 LANDSCAPE PLAN.
  
 3.) FINAL PLAT MUST BE APPROVED AND RECORDED PRIOR TO
 ZONING APPROVAL OF PERMIT.
  
 PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
 MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
 @ (561) 822-1458 IF YOU HAVE QUESTIONS.
  


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