Plan Review Details - Permit 09020239
Plan Review Stops For Permit 09020239
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2009-04-14 Cont ID  
Sent By rmcdouga Date 2009-04-14 Time 14:43 Rev Time 0.00
Received By rmcdouga Date 2009-04-14 Time 14:42 Sent To E
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-03-11 Cont ID  
Sent By rmcdouga Date 2009-03-11 Time 11:41 Rev Time 0.00
Received By rmcdouga Date 2009-03-11 Time 07:15 Sent To  
Notes
2009-03-11 10:43:552004 FBC W/2007 REVISIONS
 SITE BUILT SHED
  
 DENIED BY BUILDING
  
 1) THE STATED VALUE OF THE WORK IS LOW AND HAS BEEN
 ADJUSTED BASED ON ICC VALUATION DATA. ADDITIONAL FEES
 OF $ 128.00 ARE DUE. FBC 108.3* CITY AMENDMENTS.
  
 2) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL
 BE REQUIRED AT FIRST INSPECTION. FS 713
  
 3) THE COMPONENT AND CLADDING PRESSURES SPECIFIED ON
 SHEET 1.2 FOR THE WINDOWS AND DOORS ARE FOR EXPOSURE
 CATEGORY B AND THE DESIGN PARAMETERS AND STRUCTURAL
 NOTES ON SHEET 1.2 OF THE PLANS SPECIFY EXPOSURE C.
 PLEASE CORRECT. FBC TABLES R301.2(2) AND R301.2(3).
  
 4) SHOW COMPLIANCE WITH FBC R320 PROTECTION AGAINST
 TERMITES. R320.1 TERMITE PROTECTION SHALL BE PROVIDED
 BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED
 PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO
 WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
 LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW
 CONSTRUCTION.
  
 5) SHOW COMPLIANCE WITH FBC R319 PROTECTION AGAINST
 DECAY. R319.1 LOCATION REQUIRED.
 IN AREAS SUBJECT TO DECAY DAMAGE AS ESTABLISHED BY
 TABLE R301.2(1), THE FOLLOWING LOCATIONS SHALL REQUIRE
 THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER,
 PRESSURE TREATED IN ACCORDANCE WITH AWPA C1, C2, C3,
 C4, C9, C15, C18, C22, C23, C24, C28, C31, C33, P1, P2
 AND P3, OR DECAY-RESISTANT HEARTWOOD OF REDWOOD, BLACK
 LOCUST, OR CEDARS. 1. WOOD JOISTS OR THE BOTTOM OF A
 WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457
 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM)
 TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED
 AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING
 FOUNDATION. 5. WOOD SIDING, SHEATHING AND WALL FRAMING
 ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF
 LESS THAN 6 INCHES (152 MM) FROM THE GROUND.
  
 6) R319.1.3 POSTS, POLES AND COLUMNS.
 POSTS, POLES AND COLUMNS SUPPORTING PERMANENT
 STRUCTURES THAT ARE EMBEDDED IN CONCRETE IN DIRECT
 CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED
 TO THE WEATHER SHALL BE APPROVED PRESSURE
 PRESERVATIVELY TREATED WOOD SUITABLE FOR GROUND CONTACT
 USE.
  
 7) PLEASE CLARIFY HOW THE 2 X 4 WOOD FRAME EXTERIOR
 LOAD BEARING WALLS ARE BEING SUPPORTED. SECTION G-G ON
 SHEET 2.2 SHOWS THE FLOOR JOISTS ATTACHED TO A DOUBLE 2
 X 8 LEDGER THAT IS BOLTED TO THE INTERIOR SIDE OF THE 4
 X 4 POSTS. THE EXTERIOR WALLS ARE ALIGNED WITH THE 4 X
 4 POSTS AND THEREFORE NOT SUPPORTED BY THE LEDGER OR
 JOISTS. SEE R403.1R403.1 GENERAL. ALL EXTERIOR WALLS
 SHALL BE SUPPORTED ON CONTINUOUS SOLID OR FULLY GROUTED
 MASONRY OR CONCRETE FOOTINGS, WOOD FOUNDATIONS, OR
 OTHER APPROVED STRUCTURAL SYSTEMS WHICH SHALL BE OF
 SUFFICIENT DESIGN TO ACCOMMODATE ALL LOADS ACCORDING TO
 SECTION R301 AND TO TRANSMIT THE RESULTING LOADS TO THE
 SOIL WITHIN THE LIMITATIONS AS DETERMINED FROM THE
 CHARACTER OF THE SOIL. FOOTINGS SHALL BE SUPPORTED ON
 UNDISTURBED NATURAL SOILS OR ENGINEERED FILL.
  
 8) SHOW COMPLIANCE WITH R403.1.1 MINIMUM SIZE. MINIMUM
 SIZES FOR CONCRETE AND MASONRY FOOTINGS SHALL BE AS SET
 FORTH IN TABLE R403.1 AND FIGURE R403.1(1). MINIMUM
 SIZES FOR CONCRETE AND MASONRY FOOTINGS SHALL ALSO BE
 AS REQUIRED TO PROVIDE ADEQUATE RESISTANCE TO UPLIFT
 AND OVERTURN OF THE BUILDING AS DETERMINED FROM TABLE
 R401.1 OR AS CALCULATED USING ENGINEERED DESIGN IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING.
 THE FOOTING WIDTH, W, SHALL BE BASED ON THE
 LOAD-BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE
 R401.4.1. SPREAD FOOTINGS SHALL BE AT LEAST 8 INCHES
 (152 MM) IN THICKNESS. FOOTING PROJECTIONS, P, SHALL BE
 AT LEAST 2 INCHES (51 MM) AND SHALL NOT EXCEED THE
 THICKNESS OF THE FOOTING. THE SIZE OF FOOTINGS
 SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON THE
 TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN
 ACCORDANCE WITH TABLE R401.4.1. FOOTINGS FOR WOOD
 FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET
 FORTH IN SECTION R403.2, AND FIGURES R403.1(2) AND
 R403.1(3).
  
 9) SHOW COMPLIANCE WITH R408.1 VENTILATION. THE
 UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR
 JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE
 OCCUPIED BY A BASEMENT OR CELLAR) SHALL BE PROVIDED
 WITH VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR
 EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION
 OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH
 150 SQUARE FEET (0.67 M2 FOR EACH 100 M2) OF
 UNDER-FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING
 SHALL BE WITHIN 3 FEET (914 MM) OF EACH CORNER OF SAID
 BUILDING.
  
 10) SHOW COMPLIANCE WITH R408.3 ACCESS. ACCESS SHALL BE
 PROVIDED TO ALL UNDER-FLOOR SPACES. ACCESS OPENINGS
 THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24
 INCHES (457 MM BY 610 MM). OPENINGS THROUGH A PERIMETER
 WALL SHALL BE 16 INCHES BY 24 INCHES (407 MM BY 610
 MM). WHEN ANY PORTION OF THE THROUGH WALL ACCESS IS
 BELOW GRADE, AN AREAWAY OF NOT LESS THAN 16 INCHES BY
 24 INCHES (407 MM BY 610 MM) SHALL BE PROVIDED. THE
 BOTTOM OF THE AREAWAY SHALL BE BELOW THE THRESHOLD OF
 THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL
 NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE.
  
 11) THE PLANS SPECIFY BALLOON FRAMING AT THE GABLE ENDS
 DUE TO THE CATHEDRAL CEILINGS. BALLOON FRAMING REQUIRES
 THE STUDS TO BE CONTINOUS FROM THE FLOOR TO THE ROOF.
 HOWEVER, THE GABLE END DETAIL"B" ON SHEET 2.2 SHOWS A
 DOUBLE TOP PLATE IN BETWEEN THE FLOOR AND ROOF. SEE
 FIGURE R602.2(1). PLEASE CORRECT.
  
 12) SECTION G-G ON 2.2 SHOWS A CATHEDRAL CEILING.
 INDICATED HOW THE LATERAL LOADS AT THE EXTERIOR WALLS
 ARE BEING ADDRESSED WITHOUT A CEILING DIAPHRAGM. R301.1
  
 13) AT THE SLOPED ROOF SHOW COMPLIANCE WITH 806.1
 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. VENTILATING OPENINGS SHALL BE PROVIDED WITH
 CORROSION-RESISTANT WIRE MESH, WITH 1/8 INCH (3.2 MM)
 MINIMUM TO 1/4 INCH (6.4 MM) MAXIMUM OPENINGS.
  
 14) ON SHEET 2.2 SECTION G-G INDICATES THE SLOPED ROOF
 IS TO BE 2 X 8 BUILT-UP TRUSSES. HOWEVER, THE TRUSSES
 ON DETAILS B AND D DO NOT CORRESPOND WITH SECTION G/G.
 PROVIDE A DETAIL OF THE BUILT-UP TRUSS CONSTRUCTION.
 R502.1.3
  
 15) THE ROOF SHEATHING FASTENING ON 2.2 IS DIFFERENT IN
 THE THREE PLACES IT IS SPECIFIED. PLEASE COORDINATE.
 SEE 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. 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 FOR 130 MPH OR GREATER
 DESIGN WIND SPEEDS IN ACCORDANCE WITH FIGURE
 R803.2.3.1.
  
 16) THE NON-BEARING INTERIOR WALL DETAIL ON SHEET 1.2
 DOES NOT APPLY TO THIS STRUCTURE. THE ONLY INTERIOR
 WALL THAT IS SHOWN ON THE FLOOR PLANS IS A LOAD BEARING
 WALL. PROVIDE A DETAIL FOR THIS WALL. R301.1
  
 17) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES LISTED
 IN THE PRODUCT APPROVAL FOR THE GAF MODIFIED ROOF
 SYSTEM ( NOA NO. 07-1203.01) FOR THE FLAT ROOF WILL BE
 INSTALLED. SPECIFY THE FASTENING OPTION AND DESIGN
 PRESSURE THAT WILL BE USED. PROVIDE SIGNED AND SEALED
 RAS 117 CALCULATIONS FROM AN ARCHITECT, ENGINEER OR
 REGISTERED ROOF CONSULTANT FOR ENHANCED FASTENING AT
 THE PERIMETER AND CORNER AREAS AS REQUIRED BY GENERAL
 LIMITATION #7 ON SHEET 30 OF THE NOA. R905.11.3
  
 18) SHOW COMPLIANCE WITH R703.6.3. WHERE CEMENT PLASTER
 (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME
 CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT
 BONDING BETWEEN THE CEMENT PLASTER AND THE
 WATER-RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED
 BETWEEN THE WATER-RESISTIVE BARRIER AND THE CEMENT
 PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING:
 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER
 MATERIAL; OR
 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER
 OVER AN APPROVED PLASTIC HOUSE WRAP; OR
 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN
 ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION
 INSTRUCTIONS.
  
 NOTE: ONE SET OF PLANS IS BEING RETAINED BY THIS OFFICE
 FOR SUBMITTAL TO THE FLORIDA BOARD OF ENGINEERS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2009-04-15 Cont ID  
Sent By btrobaug Date 2009-04-15 Time 09:07 Rev Time 0.00
Received By btrobaug Date 2009-04-15 Time 08:58 Sent To PC
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2009-03-03 Cont ID  
Sent By btrobaug Date 2009-03-03 Time 16:18 Rev Time 0.00
Received By btrobaug Date 2009-03-03 Time 16:07 Sent To B
Notes
2009-03-03 16:19:21 
  
 TO MISC #3./WRT.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-03-31 Cont ID  
Sent By adarroug Date 2009-03-31 Time 08:57 Rev Time 0.00
Received By adarroug Date 2009-03-31 Time 08:57 Sent To Z
Notes
2009-03-31 08:57:43TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-02-24 Cont ID  
Sent By adarroug Date 2009-02-24 Time 13:17 Rev Time 0.00
Received By adarroug Date 2009-02-24 Time 13:17 Sent To E
Notes
2009-02-24 13:18:06TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-03-11 Cont ID  
Sent By rmcdouga Date 2009-03-11 Time 11:41 Rev Time 0.00
Received By rmcdouga Date 2009-02-12 Time 16:01 Sent To  
Notes
2009-02-12 16:07:21TO "Z" BOX
Review Stop Z ZONING
Rev No 2 Status P Date 2009-04-08 Cont ID  
Sent By lfranco Date 2009-04-08 Time 17:37 Rev Time 0.00
Received By lfranco Date 2009-04-08 Time 17:37 Sent To B
Notes
2009-04-08 17:41:26PLANNING AND ZONING DEPT: **** PASSED WITH PROVISO ****
  
 NOTE - PURSUANT TO THE ZLDR, SECTION 94-72:
 SINGLE-FAMILY LOW DENSITY (SF7) RESIDENTIAL DISTRICT,
 ACCESSORY STRUCTURES MAY NOT BE CONVERTED TO DWELLING
 UNITS. A RENTAL LICENSE SHALL NOT BE APPROVED IN THE
 FUTURE.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2009-02-23 Cont ID  
Sent By mcruz Date 2009-02-23 Time 18:23 Rev Time 0.00
Received By mcruz Date 2009-02-23 Time 18:11 Sent To I
Notes
2009-02-23 18:19:03PLANNING AND ZONING DEPT: ***ZONING FAILED***
  
 1. PLEASE PROVIDE ALL RESPONSES IN WRITING.
  
 2. ON SHEET E-1 SHOWS AN A/C UNIT AT THE REAR OF THE
 PROPOSED SHED. INDICATE SETBACK DIMENSIONS FROM
 PROPOSED A/C EQUIPMENT TO ALL PROPERTY LINES. PURSUANT
 THE CITY OF WEST PALM BEACH ZONING AND LAND DEVELOPMENT
 REGULATIONS (ZLDR), SECTION 94-305(B)(4): MECHANICAL
 EQUIPMENT MAY NOT PROJECT MORE THAN 4 FEET INTO A
 REQUIRED SETBACK.
  
 3. PLEASE CORRECT THE SPELLING OF SHED ON ALL PLANS.
  
 4. NOTE - PURSUANT TO THE ZLDR, SECTION 94-72:
 SINGLE-FAMILY LOW DENSITY (SF7) RESIDENTIAL DISTRICT,
 ACCESSORY STRUCTURES MAY NOT BE CONVERTED TO DWELLING
 UNITS. A RENTAL LICENSE SHALL NOT BE APPROVED IN THE
 FUTURE.
  
 NOTE: THE SUBMITTAL OF THE REQUESTED INFORMATION MAY
 GENERATE ADDITIONAL COMMENTS.
  
 FOR ADDITIONAL INFORMATION, THE ZONING AND LAND
 DEVELOPMENT REGULATIONS MAY BE VIEWED ONLINE AT
 WWW.MUNICODE.COM OR VISIT THE CITY OF WEST PALM BEACH
 PLANNING DEPARTMENT WEBSITE AT
 WWW.CITYOFWPB.COM/PLAN/INDEX.HTM.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO
 CONTACT ME.
  
 MAGGIE CRUZ, ASSOCIATE PLANNER
 PLANNING AND ZONING DEPARTMENT
 TEL: (561) 822-1444 OR (561) 805-6720
 E-MAIL: [email protected]
  


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