Plan Review Details - Permit 08120189
Plan Review Stops For Permit 08120189
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2009-06-24 Cont ID  
Sent By jnguyen Date 2009-06-24 Time 16:57 Rev Time 0.00
Received By jnguyen Date 2009-01-20 Time 10:36 Sent To  
Notes
2009-06-24 16:57:14UPDATE ON 6/24/2009: I TALKED TO THE DEVELOPER, MICHAEL
 SMOLAK OF SCHICKEDANZ COMMUNITIES ABOUT HOW I WAS GOING
 TO PROCEED WITH ISSUING A FEW ADDRESSES FOR SOME OF THE
 STRUCTURES ALREADY BUILT FOR THE OAKTON COMMONS
 SUBDIVISION. THEY STILL ARE HAVING A PROBLEM GETTING
 THE PLAT RECORDED, BUT ROBERT BROWN HAS ACKNOWLEDGED TO
 ME THAT THE CONSTRUCTION SERVICES DEPARTMENT WILL
 REFRAIN FROM ISSUING ANY CERTIFICATES OF OCCUPANCIES
 UNTIL IT IS RECORDED. FOR THE CLUB HOUSE (CABANA & MAIL
 CENTER) LOCATED ON PCN# 74424320000005030, I HAVE
 ISSUED IT THE PRIMARY ADDRESS OF 8401 COCOPLUM SOUND
 LN. FOR THE FIVE TOWN HOME UNITS OF BUILDING 9 LOCATED
 ON PCN# 74424320000005010, I HAVE ISSUED THE SECONDARY
 ADDRESSES:
 2024 FOXTAIL VIEW CT (LOT 58 ON SITE PLAN), 2028
 FOXTAIL VIEW CT (LOT 57 ON SITE PLAN), 2032 FOXTAIL
 VIEW CT (LOT 56 ON SITE PLAN), 2036 FOXTAIL VIEW CT
 (LOT 55 ON SITE PLAN) & 2040 FOXTAIL VIEW CT (LOT 54 ON
 SITE PLAN). I SENT OUT THE NOTIFICATION E-MAILS TO ALL
 OF THE RELEVANT PARTIES (PAPA, USPS, FPL, ETC.) &
 CREATED THEIR CORRESPONDING RECORDS IN COMMUNITYPLUS.
2009-02-02 14:07:28 
 UPDATE ON 2-2-2009: BRIAN TERRY OF LAND DESIGN SOUTH
 GOT BACK TO ME & STATED THE SURVEYOR WAS WORKING ON
 PROCESSING THE RECORDED PLAT. HE MENTIONED THAT THE
 RECORDED PLAT SHOULD BE SUBMITTED TO THE CITY WITHIN A
 WEEK. THE COUNTY NEEDS THIS PLAT FINALIZED BEFORE THEY
 CAN APPROVE MY REQUESTED NUMERICAL ADDRESSING RANGES
 FOR EACH STREET SEGMENT. ONCE THE PLAT HAS BEEN
 FINALIZED & THE STREET RANGES ARE APPROVED, THEN I CAN
 PROCEED WITH ADDRESSING THE UNITS/LOTS.
2009-01-22 11:00:23 
 UPDATE ON 1-22-2009: I & SEAN MACDONALD, THE ADDRESSING
 TECHNICIAN OF PALM BEACH COUNTY HAVE CLARIFIED AN ISSUE
 WITH ISABELLE (SENIOR PROJECT MANAGER) REGARDING THE
 INTERSECTION CONSISTING OF COCOPLUM SOUND LANE, FOXTAIL
 VIEW CIRLE & SAWTOOTH COURT. WE DECIDED THAT SAWTOOTH
 COURT & FOXTAIL VIEW CIRCLE WILL NOW BE RECOGNIZED AS
 ONLY ONE ROAD TO AVOID CONFUSION (INSTEAD OF TWO
 SEPARATE DISTINCT STREETS). THE STREET NAME OF FOXTAIL
 VIEW COURT (NOT CIRCLE) WILL BE RETAINED & SAWTOOTH
 COURT WILL BE DISCARDED (NOW THERE ARE NO LONGER FIVE
 NEW STREETS, BUT FOUR OF THEM.). THE FINALIZED FOUR
 ACCEPTED STREETS WITHIN THIS SUBDIVISION ARE: OAKTON
 PRESERVE WAY, SABAL TREE COURT, COCOPLUM SOUND LANE &
 FOXTAIL VIEW COURT. I HAVE DETERMINED FROM THE COUNTY'S
 ADDRESSING GRID THAT THIS SUBDIVISION LIES WITHIN ONE
 THAT HAS THE RANGE OF EAST TO WEST: 2000 TO 3000 &
 SOUTH TO NORTH: 8000 TO 9000. I HAVE E-MAILED A REQUEST
 TO DAVID HOGAN OF PALM BEACH COUNTY TO IMPLEMENT THE
 NUMERICAL ADDRESSING RANGES FOR EACH SEGMENT OF THESE
 FOUR STREETS. ONCE I GET THE THUMBS UP FROM MR. HOGAN,
 THEN I BEGIN ISSUING A SERIES OF NEW ADDRESSES FOR
 THESE UNITS/LOTS (OF EACH BUILDING) ON THE SITE PLAN.
2009-01-21 15:09:52 
 UPDATE ON 1/21/2009: I RECEIVED A RESPONSE FROM
 ISABELLE ALARIE & SHE INFORMED ME THAT THE STREET THAT
 BUILDING #9 (CONSISTING OF FIVE UNITS) WILL BE
 REFERENCING FOXTAIL VIEW CIR. NOW I'M JUST IN THE
 PROCESS OF TRYING TO DETERMINE THE APPROPRIATE
 NUMERICAL ADDRESSING RANGE FOR THIS PARTICULAR SEGMENT.
 FIY: THE FIFTH STREET NAME TO BE APPROVED WILL BE
 COCOPLUM SOUND LN (REPLACED THE REJECTED OAKTON SOUND).
 THEREFORE, THE FIVE APPROVED STREETS OF THIS PARTICULAR
 SUBDIVISION ARE: FOXTAIL VIEW CIR, SABAL TREE CT,
 SAWTOOTH CT, OAKTON PRESERVE WAY & COCOPLUM SOUND LN.
2009-01-20 16:31:52 
 1-20-2009: I TOOK A LOOK AT THE SITE PLANS & IT
 REFERENCED LOT 58, WHICH WAS ONE OF THE FIVE UNITS ON
 BUILDING #9 FOR THE NEW OAKTON PRESERVE SUBDIVISION.
 THESE FIVE UNITS WILL NOT BE ADDRESSED OFF OKEECHOBEE
 BLVD, AS THEY TAKE ACCESS OFF ONE OF THE PROPOSED
 STREETS THAT I & THE SENIOR PROJECT MANGER AT LAND
 DESIGN SOUTH, ISABELLE ALARIE HAVE BEEN NEGOTIATING
 ABOUT. THE FOLLOWING FOUR PROPOSED STREET NAMES
 (WITHOUT THEIR STREET SUFFIXES) HAS BEEN APPROVED:
 SABAL TREE CT, FOXTAIL VIEW CIR, SAWTOOTH CT & OAKTON
 PRESERVE WAY. THE FIFTH STREET NAME, OAKTON SOUND (AND
 CYPRESS SOUND) HAS NOT BEEN APPROVED, SO I HAVE
 REQUESTED ANOTHER PROSPECTIVE STREET NAME IN ITS PLACE.
 I HAVE SENT AN E-MAIL TO ISABELLE TO INQUIRE AS TO
 WHICH ONE OF THOSE FIVE PROSPECTIVE STREETS DOES
 BUILDING #9 TAKE ACCESS OFF. ALSO, I AM CURRENTLY IN
 THE PROCESS OF RESEARCHING THE ADDRESSING GRID FROM
 PALM BEACH COUNTY TO TRY TO ASCERTAIN OUT WHAT THE
 NUMERICAL ADDRESSING RANGE WILL BE FOR THIS PROPOSED
 STREET. WHEN I AM ABLE TO OBTAIN THE APPROPRIATE
 INFORMATION THAT I REQUIRE (PROPOSED STREET & NUMERICAL
 ADDRESSING RANGE), THEN I WILL PROCEED WITH ISSUING THE
 NEW ADDRESSES FOR THESE FIVE UNITS. UNTIL THEN, THIS
 PERMIT WILL REMAIN IN ITS SUSPENDED STATE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2009-11-18 Cont ID  
Sent By rmcdouga Date 2009-11-18 Time 10:33 Rev Time 0.00
Received By rmcdouga Date 2009-11-18 Time 10:33 Sent To  
Notes
2009-11-18 10:40:56REVISED SHEETS S2 AND S3 REVIEWED FOR CODE COMPLIANCE.
 ENGINEER'S ROOF SHEATHING FASTENING CALCULATIONS
 REVIEWED FOR CODE COMPLIANCE UNDER R301.1.3 AND WERE
 DETERMINED TO BE EQUAL TO THE PRESCRIPTIVE REQUIREMENTS
 OF R803.2.3.1.
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2009-11-04 Cont ID  
Sent By rmcdouga Date 2009-11-04 Time 09:45 Rev Time 0.00
Received By rmcdouga Date 2009-11-04 Time 09:45 Sent To  
Notes
2009-11-04 11:13:542004 FBC W/2007 REVISIONS
  
 1)THE REVISION TO CHANGE THE ROOF SHEATHING FASTENING
 ON SHEET S-2 TO 6D RING SHANK NAILS OR 8D COMMON NAILS
 DOES NOT COMPLY WITH THE MINIMUM REQUIREMENTS OF THE
 FBC RESIDENTIAL. SECTION R803.2.3.1 WHICH REQUIRES 8D
 RING SHANK NAILS. EXCEPTION #3 ALLOWS 8D COMMON WHERE
 DESIGN WIND-SPEEDS ARE 100 MPH OR LESS, HOWEVER, THIS
 PROJECT REQUIRES A DESIGN WIND-SPEED OF 140 MPH.
 THEREFORE, 8D RING SHANK NAILS ARE REQUIRED. ALSO SEE
 BOAF INFORMAL INTERPRETATION REPORT NUMBERS 5600 AND
 5954 AT THE LINKS PROVIDED BELOW.
 HTTP://WWW.BOAF.NET/PDF/I-LIST/5600.PDF AND
 HTTP://WWW.BOAF.NET/PDF/I-LIST/5954.PDF
 NOTE: IN THE PROPOSED MODIFICATION TO THE FLORIDA
 BUILDING CODE RESIDENTIAL SECTION R803.2.3, THAT WAS
 ADOPTED INTO THE CODE, TEST RESULTS FROM CLEMSON
 UNIVERSITY (REINHOLD 2000 - 2002, MCKINLEY 2001) AND AT
 THE INTERNATIONAL HURRICANE CENTER - FLORIDA
 INTERNATIONAL UNIVERSITY (REINHOLD, ALVAREZ 2003)
 COMPARED MEAN FAILURE PRESSURE IN PSF FOR 5/8 INCH
 THICK PLYWOOD ROOF SHEATHING PANELS USING BOTH 8D
 COMMON AND 8D RING SHANK NAILS SPACED AT 6 INCHES AND
 ATTACHED TO 2 X 4 SOUTHERN YELLOW PINE RAFTERS WERE
 REFERENCED. THE TESTS SHOWED A MEAN ULTIMATE UPLIFT
 CAPACITY OF 126 PSF FOR PANELS ATTACHED WITH 8D COMMONS
 AND 292 PSF FOR THOSE ATTACHED WITH 8D RING SHANK.
 USING THIS TEST DATA AND A DESIGN PROCEDURE (REINHOLD
 2002) CALCULATED THE DESIGN UPLIFT PRESSURE FOR 19/32
 THICK PLYWOOD ROOF SHEATHING TO BE 58 PSF FOR THE 8D
 COMMON NAILS AND 150 PSF FOR 8D RING SHANK NAILS. THESE
 RESULTS SHOWED THAT THE 8D COMMON NAILS WOULD ONLY MEET
 ALLOWABLE DESIGN UPLIFT PRESSURES FOR SOME LIMITED ROOF
 CONDITIONS, ROOF HEIGHTS AND ONLY UP TO WIND SPEEDS OF
 120 MPH.
  
 2) THE REVISION TO DETAIL C/S3 ON SHEET S3 REMOVING THE
 FIRE RETARDANT FROM THE UNDERSIDE OF THE ROOF SHEATHING
 THAT IS REQUIRED BY FBC R317.2.2 DOES NOT COMPLY WITH
 CODE. ALL PORTIONS OF THE TWO ROOFS SEPARATED BY THE
 COMMON WALL WHERE THE HIGHER ROOF IS LESS THAN 18
 INCHES ABOVE THE LOWER ROOF ARE REQUIRED TO HAVE THE
 FIRE RETARDANT FOR A DISTANCE OF FOUR FEET ON EACH SIDE
 OF THE WALL AS REQUIRED BY FBC R317.2.2.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2009-10-15 Cont ID  
Sent By rmcdouga Date 2009-10-15 Time 10:47 Rev Time 0.00
Received By rmcdouga Date 2009-10-15 Time 10:47 Sent To  
Notes
2009-10-15 11:20:17THE SIGNED AND SEALED LETTER DATED SEPTEMBER 22, 2009
 FROM THE ENGINEER OF RECORD, STEPHEN R. WALSH P.E.#
 33915, STATING THAT THE DRYWALL CEILING WILL SERVE AS A
 RIGID CEILING DIAPHRAGM AND THAT PERMANENT BOTTOM CORD
 LATERAL BRACING IS NOT REQUIRED HAS BEEN REVIEWED. THIS
 IS ACCEPTABLE TO THE BUILDING OFFICIAL, WITH THE
 STIPULATION THAT THE TEMPORARY BOTTOM CORD BRACING
 REQUIRED BY TPI/WTCA BCSI 1 AS REFERENCED BY FBC
 R802.1.6.3 IS INSTALLED AND REMAINS IN PLACE UNTIL THE
 PERMANENT DRYWALL CEILING DIAPHRAGM IS IN PLACE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2009-10-01 Cont ID  
Sent By rmcdouga Date 2009-10-01 Time 14:01 Rev Time 0.00
Received By rmcdouga Date 2009-10-01 Time 14:01 Sent To  
Notes
2009-10-01 14:01:34REVISED TRUSS DRAWINGS WERE REVIEWED. BRACKET D FOR
 ROOF GIRDER TRUSSES D1G AND K1G ON S-3 OF PLANS REQUIRE
 REVISIONS. ALSO THE TRUSS ANCHOR DETAIL A ON S-3 NEEDS
 TO BE REVISED FOR ONE END OF ROOF GIRDER K1G. UPLIFT
 CAPACITIES ARE EXCEEDED AND BRACKET WIDTH IS FOR 2
 MEMBER NOT 3 MEMBER GIRDER.
  
 CONTINUOUS LATERAL BRACING AND BOTTOM CORD LATERAL
 BRACING IS REQUIRED IN ACCORDANCE WITH TPI/WTCA
 BCSI-03.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-07-14 Cont ID  
Sent By rmcdouga Date 2009-07-14 Time 16:39 Rev Time 0.00
Received By rmcdouga Date 2009-07-14 Time 16:39 Sent To  
Notes
2009-07-14 15:37:03BUILDING PROVISO
  
 1) SUBMIT 2 COPIES OF PRODUCT APPROVALS FOR THE SLIDING
 GLASS DOORS.
  
 2) SUBMIT 2 SETS OF REVISED TRUSS LAYOUTS THAT MATCH
 THE STRUCTURAL PLANS AND TRUSS DRAWINGS FOR GIRDER
 TRUSSES D1G AND K1G AS DISCUSSED WITH THE ENGINEER OF
 RECORD FOR THE PROJECT ( STEVE WALSH).
  
 3) SUBMIT 2 COPIES OF A DETAIL OF THE WOOD FRAME
 PORTION OF THE COMMON WALLS SHOWING THAT THE R-VALUE
 USED FOR THE INSULATION LEVEL IS THE R-VALUE OF THE
 ADDED INSULATION ONLY, AS REQUIRED BY CHAPTER 13 OF THE
 FLORIDA BUILDING CODE.
  
 THE ABOVE ITEMS ARE TO BE SUBMITTED AND APPROVED PRIOR
 TO INSTALLATION.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-06-15 Cont ID  
Sent By rmcdouga Date 2009-06-15 Time 10:30 Rev Time 0.00
Received By rmcdouga Date 2009-06-15 Time 10:30 Sent To  
Notes
2009-06-15 10:57:432004 FBC W/2007 REVISIONS
 NEW TOWNHOUSE (BLDG 9/LOT58)
  
 DENIED BY BUILDING
  
 1) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED. (561) 233-5025
  
 2) THE STRUCTURE IS LOCATED IN AN "AO" FLOOD ZONE. AN
 ELEVATION CERTIFICATE WILL BE REQUIRED.
  
 3) THE SOIL REPORT CONTAINING THE ORIGINAL SIGNATURES
 DOES NOT HAVE THE EMBOSSED SEAL OF THE ENGINEER.
 ORIGINAL SIGNATURES AND EMBOSSED SEALS ARE REQUIRED PER
 FS 471.025 R401.4 SOIL TESTS. IN AREAS LIKELY TO HAVE
 EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL
 CHARACTERISTICS, 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 MADE BY AN APPROVED AGENCY USING AN APPROVED
 METHOD. SUBMIT A GEOTECHNICAL REPORT
 TO VERIFY THE SAFE BEARING CAPACITY OF THE SOIL.
  
 4) FAC 61G1-16.004(6) REQUIRES THE PRINTED NAME OF THE
 ARCHITECT SEALING THE DOCUMENT TO APPEAR IN THE TITLE
 BLOCK ON EACH SHEET OF THE PLANS.
  
 5) SUBMIT SIGNED AND SEALED TRUSS DRAWINGS AND LAYOUTS
 THAT HAVE BEEN REVIEWED AND APPROVED BY THE DESIGNER OF
 RECORD FOR THE STRUCTURE. R502.1.3.4
  
 6) NOTE: ALTHOUGH THIS BUILDING IS LOCATED IN EXPOSURE
 CATEGORY B, SOME OF THE STRUCTURES IN THE PROJECT WILL
 BE LOCATED IN EXPOSURE CATEGORY C, WHICH REQUIRES
 HIGHER DESIGN PRESSURES THAN EXPOSURE B. IN ORDER FOR
 THE PLANS TO BE MASTERED, THE STRUCTURES WILL NEED TO
 BE DESIGNED EXPOSURE C, WHICH IS WORST CASE. SEE FBC
 R301.2.1.4 R301.2.1.4 EXPOSURE CATEGORY.
 FOR EACH WIND DIRECTION CONSIDERED, AN EXPOSURE
 CATEGORY THAT ADEQUATELY REFLECTS THE CHARACTERISTICS
 OF GROUND SURFACE IRREGULARITIES SHALL BE DETERMINED
 FOR THE SITE AT WHICH THE BUILDING OR STRUCTURE IS TO
 BE CONSTRUCTED. FOR A SITE LOCATED IN THE TRANSITION
 ZONE BETWEEN CATEGORIES, THE CATEGORY RESULTING IN THE
 LARGEST WIND FORCES SHALL APPLY. ACCOUNT SHALL BE TAKEN
 OF VARIATIONS IN GROUND SURFACE ROUGHNESS THAT ARISE
 FROM NATURAL TOPOGRAPHY AND VEGETATION AS WELL AS FROM
 CONSTRUCTED FEATURES. FOR ANY GIVEN WIND DIRECTION, THE
 EXPOSURE IN WHICH A SPECIFIC BUILDING OR OTHER
 STRUCTURE IS SITED SHALL BE ASSESSED AS BEING ONE OF
 THE FOLLOWING CATEGORIES: 3. EXPOSURE C. OPEN TERRAIN
 WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE
 UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHTS
 GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE
 THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY
 QUADRANT. THIS EXPOSURE SHALL ALSO APPLY TO ANY
 BUILDING LOCATED WITHIN EXPOSURE B-TYPE TERRAIN WHERE
 THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF
 EXPOSURE C-TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE
 OF MORE THAN 600 FEET (182.9 M). SHORT-TERM (LESS THAN
 TWO YEAR) CHANGES IN THE PRE-EXISTING TERRAIN EXPOSURE,
 FOR THE PURPOSES OF DEVELOPMENT, SHALL NOT BE
 CONSIDERED OPEN FIELDS. WHERE DEVELOPMENT BUILD OUT
 WILL OCCUR WITHIN THREE YEARS AND THE RESULTANT
 CONDITION WILL MEET THE DEFINITION OF EXPOSURE B,
 EXPOSURE B SHALL BE REGULATING FOR THE PURPOSE OF
 PERMITTING. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY,
 GRASSLANDS AND OCEAN OR GULF SHORELINES. THIS CATEGORY
 DOES NOT INCLUDE INLAND BODIES OF WATER THAT PRESENT A
 FETCH OF 1 MILE (1.61 KM) OR MORE OR INLAND WATERWAYS
 OR RIVERS WITH A WIDTH OF 1 MILE (1.61 KM) OR MORE (SEE
 EXPOSURE D).
  
 7) SHOW COMPLIANCE WITH R314.4 THERMAL BARRIER.
 UNLESS OTHERWISE NOTED IN SECTION R314.5, FOAM PLASTIC
 SHALL BE SEPARATED FROM THE INTERIOR OF A BUILDING BY
 AN APPROVED THERMAL BARRIER OF MINIMUM 0.5 INCH (12.7
 MM) GYPSUM WALLBOARD OR AN APPROVED FINISH MATERIAL
 EQUIVALENT TO A THERMAL BARRIER MATERIAL THAT WILL
 LIMIT THE AVERAGE TEMPERATURE RISE OF THE UNEXPOSED
 SURFACE TO NO MORE THAN 250?F (121?C) AFTER 15 MINUTES
 OF FIRE EXPOSURE COMPLYING WITH THE ASTM E 119 STANDARD
 TIME TEMPERATURE CURVE. THE THERMAL BARRIER SHALL BE
 INSTALLED IN SUCH A MANNER THAT IT WILL REMAIN IN PLACE
 FOR 15 MINUTES BASED ON NFPA 286 WITH THE ACCEPTANCE
 CRITERIA OF SECTION R315.4, FM4880, UL 1040, OR UL
 1715.
  
 8) SHOW COMPLIANCE WITH R314.5.3 ATTICS.
 WHERE ATTIC ACCESS IS REQUIRED BY SECTION R807.1 AND
 WHERE ENTRY IS MADE ONLY FOR SERVICE OF UTILITIES, FOAM
 PLASTICS SHALL BE PROTECTED AGAINST IGNITION BY
 1.5-INCH-THICK (38 MM) MINERAL FIBER INSULATION,
 1/4-INCH-THICK (6.4 MM) WOOD STRUCTURAL PANELS,
 3/8-INCH (9.5 MM) PARTICLEBOARD, 1/4-INCH (6.4 MM)
 HARDBOARD, 3/8-INCH (9.5 MM) GYPSUM BOARD, OR
 CORROSION-RESISTANT STEEL HAVING A BASE METAL THICKNESS
 OF 0.016 INCH (0.406 MM) AND THE THERMAL BARRIER
 SPECIFIED IN SECTION R314.4 IS NOT REQUIRED. THE
 IGNITION BARRIER IS NOT REQUIRED WHERE THE FOAM PLASTIC
 INSULATION HAS BEEN TESTED IN ACCORDANCE WITH SECTION
 R314.6.
  
 9) SUBMIT MANUFACTURER'S SPECIFICATIONS AND EVALUATION
 REPORT FOR THE SPRAY FOAM INSULATION (ICYNENE). SEE
 COMMENTS 7 AND 8 ABOVE.
  
 10) SHOW COMPLIANCE WITH 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.
  
 11) PROVIDE A DETAIL INDICATING THE DESIGN OF THE TWO
 HOUR FIRE WALL AND ROOF ASSEMBLY AT THE COVERED REAR
 PATIOS SHOWING COMPLIANCE WITH R317.2.1 CONTINUITY.
 THE COMMON WALL FOR TOWNHOUSES SHALL BE CONTINUOUS FROM
 THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING,
 DECK OR SLAB AND SHALL EXTEND THE FULL LENGTH OF THE
 COMMON WALL INCLUDING WALLS EXTENDING THROUGH AND
 SEPARATING ATTACHED ACCESSORY STRUCTURES. ALSO SEE
 317.2.4 AND R317.2.2.
  
 12) THE OPENING DESIGN PRESSURES FOR THE DOORS IN THE
 WINDLOAD SCHEDULE ON S-3 AND THE DOOR SCHEDULES ON
 SHEETS TU-1.0 THRU TU-3.0 DO NOT CORRESPOND. PLEASE
 CORRECT. FBC R301.2.1
  
 13) SPECIFY THE INSULATION ON THE PLANS AT THE 2 HOUR
 FIRE RATED CONCRETE BLOCK AND WOOD FRAME ADJACENT WALLS
 SEPARATING THE UNITS. THE WALLS ARE REQUIRED TO BE
 INSULATED FROM THE FLOOR SLAB TO THE SPRAY FOAM
 INSULATION AT THE ROOF. PLEASE SPECIFY INSULATION TYPE
 AND R-VALUE ON THE PLANS FOR THE ADJACENT BLOCK WALLS
 AT THE WOOD TRUSS SECTION OF THE 2 HOUR FIRE RATED
 ASSEMBLY. ALSO REVISE ENERGY CALCULATION FORMS TO
 INCLUDE THIS AREA. FBC 13-6.
  
 14) ON SHEET A4 SPECIFY THE APPROVED AND LISTED 2-HOUR
 FIRE RATED WOOD FRAME ASSEMBLY THAT WILL BE USED.
  
 15) THE ENERGY CALCULATIONS FORMS THAT WERE SUBMITTED
 ARE FOR THE 2007 FBC AND THE PLANS ARE FOR THE 2004
 FBC. PLEASE REVISE.
  
 16) THE R-VALUE LISTED FOR THE UNVENTED ATTIC IS R1.O.
 THE PLANS SPECIFY R-19. PLEASE CORRECT.
  
 17) SPECIFY THE METHOD OF ATTACHMENT THAT WILL BE USED
 TO INSTALL THE CONCRETE ROOF TILE. R905.3 PLEASE CIRCLE
 THE APPROPRIATE FASTENER AND CORRESPONDING ATTACHMENT
 RESISTANCE ON THE NOA. PLEASE NOTE THAT THE OVERTURN
 MOMENT FOR THE ROOF TILE VARIES WITH THICKNESS OF THE
 ROOF SHEATHING FOR SOME ATTACHMENTS.
  
 18) SUBMIT TWO COPIES OF AN NOA OR OTHER APPROVED
 EVALUATION REPORT INCLUDING INSTALLATION INSTRUCTIONS
 AS REQUIRED BY DCA RULE 9B-72 FOR THE OVERHEAD GARAGE
 DOORS AND THE SLIDING GLASS DOORS.
  
 19) THE PRODUCT APPROVAL NUMBERS THAT ARE LISTED IN THE
 WINDOW SCHEDULE FOR THE SINGLE HUNG WINDOWS AND THE
 SLIDING WINDOWS ARE REVERSED. PLEASE CORRECT.
  
 20) THE DOOR SCHEDULE ON THE PLANS SPECIFIES LARGE
 MISSILE IMPACT RATED DOORS AND THE PRODUCT APPROVAL FOR
 THE FRONT DOOR IS FOR A NON-RATED DOOR. PLEASE CLARIFY.
 IF NON-RATED DOOR IS TO BE USED, SUBMIT PRODUCT
 APPROVALS FOR STORM PANELS.
  
 21) ON SHEET S-1 DETAILS A AND B SPECIFY #4 DOWELS IN
 THE FILLED CELLS AND THE COLUMN SCHEDULE SPECIFIES #5
 BARS. PLEASE CLARIFY.
  
 22) THE BUILDINGS ARE REQUIRED TO HAVE APPROVED
 ADDRESSES BEFORE THE PERMITS WILL BE ISSUED. CONTACT
 JOHN NGUYEN AT 561-822-1239.
  
 23) THE ROOF DESIGN DOES NOT APPEAR TO PROVIDE PROPER
 SEPARATION AT THE GABLES AND HIP ROOFS THAT INTERSECT
 THE PROPERTY LINES. ADDITIONAL DETAILS AND TRUSS
 DRAWINGS ARE REQUIRED IN ORDER TO DETERMINE IF THE
 SEPARATION REQUIREMENTS OF R317.2 HAVE BEEN COMPLIED
 WITH.
  
 24) THE GABLE ROOF OVERHANGS CAN NOT EXTEND BEYOND THE
 PROPERTY LINES. R302.1 EXTERIOR WALLS.EXTERIOR WALLS
 SEPARATED BY LESS THAN 6 FEET (1828 MM) SHALL HAVE NOT
 LESS THAN A ONE-HOUR FIRE-RESISTIVE RATING WITH
 EXPOSURE FROM BOTH SIDES. PROJECTIONS SHALL NOT EXTEND
 TO A POINT CLOSER THAN 4 FEET (1220 MM) FROM AN
 ADJACENT PROJECTION OR WALL.
  
 25) SHEET T-1 OF THE ARCHITECTURAL DRAWINGS SPECIFIES
 THAT THE CODE USED FOR THE DESIGN IS THE 2004 FBC AND
 ON S1 THE STRUCTURAL DRAWINGS SPECIFIES THE 2007 FBC AS
 THE CODE USED FOR DESIGN. THE PLANS ARE REQUIRED TO BE
 DESIGNED USING ONLY ONE EDITION OF THE BUILDING CODE.
 THE CODES CAN NOT BE MIXED FOR THE DESIGN OF A
 STRUCTURE. PLEASE CHOOSE ONE CODE AND USE IT FOR ALL OF
 THE DESIGN.
  
 26) THE BUILDING OFFICIAL WILL BE REQUIRED TO DETERMINE
 IF THE NO BURN FIRE-RETARDANT CAN BE USED IN PLACE OF
 THE 5/8" TYPE X DRYWALL AT THE SEPARATION WALLS. FBC
 104.11* CITY AMENDMENTS
  
 27) SUBMIT PRODUCT APPROVALS, TESTING AND EVALUATION
 REPORTS FOR THE 1/2" HUBER ADVANCED TECH ENGINEERED
 ROOF SHEATHING. DCA RULE 9B-72
  
 28) THE VALUE OF THE PRODUCT IS LOW AND HAS BEEN
 ADJUSTED. ADDITIONAL FEES OF $ 2877.30 ARE DUE. FBC
 108.3* CITY AMENDMENTS.
  
 29) IF THE PROJECT IS INTENDED TO BE "MASTERED" SUCH
 THAT ALL PERMIT DOCUMENTS DO NOT HAVE TO SUBMITTED WITH
 THE PERMIT APPLICATIONS FOR EACH INDIVIDUALLY PERMITTED
 TOWNHOUSE UNIT, PLEASE KNOW THAT ALL SUCH PERMITS MUST
 BE APPLIED FOR PRIOR TO THE IMPLEMENTATION OF THE 2007
 FLORIDA BUILDING CODE ON MARCH 1, 2009. THE PROJECT
 WILL NEED TO BE "RE-MASTERED" TO COMPLY WITH THE 2007
 FBC AT THAT TIME.
  
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-01-20 Cont ID  
Sent By rmcdouga Date 2009-01-20 Time 08:59 Rev Time 0.00
Received By rmcdouga Date 2009-01-20 Time 08:59 Sent To AD
Notes
2009-01-16 11:44:402004 FBC W/2007 REVISIONS
 NEW TOWNHOUSE
  
 DENIED BY BUILDING
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL
 BE REQUIRED. FS 713
  
 2) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED. (561) 233-5025
  
 3) THE STRUCTURE IS LOCATED IN AN "AO" FLOOD ZONE. AN
 ELEVATION CERTIFICATE WILL BE REQUIRED.
  
 4) R401.4 SOIL TESTS.
 IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE,
 SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, 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 MADE BY AN
 APPROVED AGENCY USING AN APPROVED METHOD. SUBMIT A
 GEOTECHNICAL REPORT
 TO VERIFY THE SAFE BEARING CAPACITY OF
 THE SOIL.
  
 5) FAC 61G-16.004(6) REQUIRES THE PRINTED NAME OF THE
 PERSON SEALING THE DOCUMENT TO APPEAR IN THE TITLE
 BLOCK ON EACH SHEET.
  
 6) SUBMIT SIGNED AND SEALED TRUSS DRAWINGS THAT HAVE
 BEEN REVIEWED AND APPROVED BY THE DESIGNER OF RECORD
 FOR THE STRUCTURE. R502.1.3.4
  
 7) SOME OF THE STRUCTURES IN THE PROJECT WILL BE
 LOCATED IN EXPOSURE CATEGORY C, WHICH REQUIRES HIGHER
 DESIGN PRESSURES THAN EXPOSURE B. IN ORDER FOR THE
 PLANS TO BE MASTERED, THE STRUCTURES WILL NEED TO BE
 DESIGNED EXPOSURE C, WHICH IS WORST CASE. SEE FBC
 R301.2.1.4 R301.2.1.4 EXPOSURE CATEGORY.
 FOR EACH WIND DIRECTION CONSIDERED, AN EXPOSURE
 CATEGORY THAT ADEQUATELY REFLECTS THE CHARACTERISTICS
 OF GROUND SURFACE IRREGULARITIES SHALL BE DETERMINED
 FOR THE SITE AT WHICH THE BUILDING OR STRUCTURE IS TO
 BE CONSTRUCTED. FOR A SITE LOCATED IN THE TRANSITION
 ZONE BETWEEN CATEGORIES, THE CATEGORY RESULTING IN THE
 LARGEST WIND FORCES SHALL APPLY. ACCOUNT SHALL BE TAKEN
 OF VARIATIONS IN GROUND SURFACE ROUGHNESS THAT ARISE
 FROM NATURAL TOPOGRAPHY AND VEGETATION AS WELL AS FROM
 CONSTRUCTED FEATURES. FOR ANY GIVEN WIND DIRECTION, THE
 EXPOSURE IN WHICH A SPECIFIC BUILDING OR OTHER
 STRUCTURE IS SITED SHALL BE ASSESSED AS BEING ONE OF
 THE FOLLOWING CATEGORIES: 3. EXPOSURE C. OPEN TERRAIN
 WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE
 UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHTS
 GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE
 THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY
 QUADRANT. THIS EXPOSURE SHALL ALSO APPLY TO ANY
 BUILDING LOCATED WITHIN EXPOSURE B-TYPE TERRAIN WHERE
 THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF
 EXPOSURE C-TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE
 OF MORE THAN 600 FEET (182.9 M). SHORT-TERM (LESS THAN
 TWO YEAR) CHANGES IN THE PRE-EXISTING TERRAIN EXPOSURE,
 FOR THE PURPOSES OF DEVELOPMENT, SHALL NOT BE
 CONSIDERED OPEN FIELDS. WHERE DEVELOPMENT BUILD OUT
 WILL OCCUR WITHIN THREE YEARS AND THE RESULTANT
 CONDITION WILL MEET THE DEFINITION OF EXPOSURE B,
 EXPOSURE B SHALL BE REGULATING FOR THE PURPOSE OF
 PERMITTING. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY,
 GRASSLANDS AND OCEAN OR GULF SHORELINES. THIS CATEGORY
 DOES NOT INCLUDE INLAND BODIES OF WATER THAT PRESENT A
 FETCH OF 1 MILE (1.61 KM) OR MORE OR INLAND WATERWAYS
 OR RIVERS WITH A WIDTH OF 1 MILE (1.61 KM) OR MORE (SEE
 EXPOSURE D).
  
 8) SHOW COMPLIANCE WITH R314.4 THERMAL BARRIER.
 UNLESS OTHERWISE NOTED IN SECTION R314.5, FOAM PLASTIC
 SHALL BE SEPARATED FROM THE INTERIOR OF A BUILDING BY
 AN APPROVED THERMAL BARRIER OF MINIMUM 0.5 INCH (12.7
 MM) GYPSUM WALLBOARD OR AN APPROVED FINISH MATERIAL
 EQUIVALENT TO A THERMAL BARRIER MATERIAL THAT WILL
 LIMIT THE AVERAGE TEMPERATURE RISE OF THE UNEXPOSED
 SURFACE TO NO MORE THAN 250?F (121?C) AFTER 15 MINUTES
 OF FIRE EXPOSURE COMPLYING WITH THE ASTM E 119 STANDARD
 TIME TEMPERATURE CURVE. THE THERMAL BARRIER SHALL BE
 INSTALLED IN SUCH A MANNER THAT IT WILL REMAIN IN PLACE
 FOR 15 MINUTES BASED ON NFPA 286 WITH THE ACCEPTANCE
 CRITERIA OF SECTION R315.4, FM4880, UL 1040, OR UL
 1715.
  
 9) SHOW COMPLIANCE WITH R314.5.3 ATTICS.
 WHERE ATTIC ACCESS IS REQUIRED BY SECTION R807.1 AND
 WHERE ENTRY IS MADE ONLY FOR SERVICE OF UTILITIES, FOAM
 PLASTICS SHALL BE PROTECTED AGAINST IGNITION BY
 1.5-INCH-THICK (38 MM) MINERAL FIBER INSULATION,
 1/4-INCH-THICK (6.4 MM) WOOD STRUCTURAL PANELS,
 3/8-INCH (9.5 MM) PARTICLEBOARD, 1/4-INCH (6.4 MM)
 HARDBOARD, 3/8-INCH (9.5 MM) GYPSUM BOARD, OR
 CORROSION-RESISTANT STEEL HAVING A BASE METAL THICKNESS
 OF 0.016 INCH (0.406 MM) AND THE THERMAL BARRIER
 SPECIFIED IN SECTION R314.4 IS NOT REQUIRED. THE
 IGNITION BARRIER IS NOT REQUIRED WHERE THE FOAM PLASTIC
 INSULATION HAS BEEN TESTED IN ACCORDANCE WITH SECTION
 R314.6.
  
 10) SUBMIT MANUFACTURER'S SPECIFICATIONS AND EVALUATION
 REPORT FOR THE SPRAY FOAM INSULATION. SEE COMMENTS 8
 AND 9 ABOVE.
  
 11) SHOW COMPLIANCE WITH 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.
  
 12) THE TWO HOUR FIRE WALL AND 4 FEET OF 5/8" TYPE X
 GYPSUM BOARD WITH CLASS C ROOF COVERING IS REQUIRED AT
 THE REAR PATIOS. R317.2.1 CONTINUITY.
 THE COMMON WALL FOR TOWNHOUSES SHALL BE CONTINUOUS FROM
 THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING,
 DECK OR SLAB AND SHALL EXTEND THE FULL LENGTH OF THE
 COMMON WALL INCLUDING WALLS EXTENDING THROUGH AND
 SEPARATING ATTACHED ACCESSORY STRUCTURES. ALSO SEE
 317.2 AND R317.2.2.
  
 13) THE TRUSS LEDGER NOTES ON THE DETAIL FOR TRUSSES
 PERPENDICULAR TO THE WALL ON SHEET S-2 AND THE NOTES ON
 THE FLOOR FRAMING PLAN ON S-2 DO NOT CORRESPOND. PLEASE
 COORDINATE THE NOTES. R301.1
  
 14) ON SHEET A-3.0 THE WIND PRESSURES FOR SOME OPENINGS
 DO NOT MATCH THE PRESSURES IN THE WINDOW AND DOOR
 SCHEDULE ON THE TYPICAL UNIT DRAWINGS. PLEASE
 COORDINATE. SEE GARAGE DOORS AND WINDOWS B & C.
 R301.2.1
  
 15) ON SHEET A3.0 THE WINDOWS IN THE GARAGES THAT FACE
 TOWARD THE ENTRANCES ARE NOT MARKED FOR WIND PRESSURES.
 R301.2.1
  
 16) ON SHEET A-5 THERE APPEARS TO BE SOME CONFUSION
 REGARDING HANDRAILS AND GUARDS. A HANDRAIL DETAIL IS
 SHOWN WITH A HEIGHT OF 42". PLEASE REVISE. R311.5.6
 HANDRAILS.HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE
 SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH
 FOUR OR MORE RISERS.R311.5.6.1 HEIGHT. HANDRAIL HEIGHT,
 MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE
 TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE
 NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38
 INCHES (965 MM). EXCEPTION: WHEN FITTINGS ARE USED TO
 PROVIDE TRANSITION BETWEEN FLIGHTS, TRANSITION FROM
 HANDRAIL TO GUARDRAIL, OR USED AT THE START OF A STAIR,
 THE HANDRAIL HEIGHT AT THE FITTING SHALL BE PERMITTED
 TO EXCEED THE MAXIMUM HEIGHT. R312.1 GUARDS REQUIRED.
 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED
 MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR OR GRADE
 BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES (914
 MM) IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE
 OF MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR OR
 GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES
 (864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING
 OF THE TREADS.
  
 17) ON SHEET A-5 PLEASE CLARIFY THAT THE WINDOW AND
 DOOR ASSEMBLIES ARE REQUIRED TO BE ANCHORED THROUGH THE
 1 X BUCKS INTO THE CONCRETE OR OTHER SUBSTRATE.
 R613.6.1.1 MASONRY, CONCRETE OR OTHER STRUCTURAL
 SUBSTRATE. WHERE THE WOOD SHIM OR BUCK THICKNESS IS
 LESS THAN 1-1/2 INCHES (38 MM), WINDOW AND DOOR
 ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN FRAME OR
 BY JAMB CLIP OR SUBFRAME SYSTEM, IN ACCORDANCE WITH THE
 MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS.
 ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO THE
 MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE
 MATERIAL. UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND
 BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME
 SUCH THAT FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS
 SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING
 APPLICABLE LOADS, LOCATED AND APPLIED IN A THICKNESS
 CAPABLE OF SUSTAINING APPLICABLE LOADS. ANCHORS SHALL
 BE PROVIDED TO TRANSFER LOAD FROM THE WINDOW OR DOOR
 FRAME TO THE ROUGH OPENING SUBSTRATE.
  
 18) THE 2 HOUR FIRE RATED ADJACENT SEPARATION WALLS ARE
 REQUIRED TO BE INSULATED FROM THE BLOCK TO THE SPRAY
 FOAM INSULATION AT THE ROOF. PLEASE SPECIFY INSULATION
 TYPE AND R-VALUE ON THE PLANS AT THE WOOD TRUSS SECTION
 OF THE 2 HOUR FIRE RATED ASSEMBLY. ALSO REVISE ENERGY
 CALCULATION FORMS TO INCLUDE THIS AREA. FBC 13-6.
  
 19) THE INSULATION FOR THE RAISED WOOD FLOOR ABOVE THE
 GARAGE AND PATIO ARE SPECIFIED AS R-13 ON THE PLANS AND
 R-19 ON THE ENERGY CALCULATIONS. PLEASE REVISE. FBC
 13-6.
  
 20) PLEASE SPECIFY THE INSULATION FOR THE RAISED WOOD
 FLOOR ABOVE THE FRONT ENTRY ON THE FLOOR PLANS. FBC
 13-6.
  
 21) THE INSULATION FOR THE WOOD FRAME WALL BETWEEN THE
 GARAGE AND THE CONDITIONED SPACE IS SPECIFIED AS R-11
 ON THE FLOOR PLANS AND R-19 ON THE ENERGY CALCULATION
 FORMS. PLEASE CORRECT. FBC 13-6
  
 22) THE EXTERIOR AND ADJACENT BLOCK WALLS ARE SPECIFIED
 WITH R4.1 ON THE ENERGY CALCS. AND THE ADJACENT BLOCK
 INSULATION IS SPECIFIED AS R-3.0 ON THE PLANS. PLEASE
 REVISE. FBC 13-6.
  
 23) PLEASE SUBMIT TWO COPIES OF THE PRODUCT APPROVALS
 FOR THE SKYTUBE SKYLIGHT SHOWN ON THE PLANS. DCA/FAC
 RULE 9B-72
  
 24) FBC 106.3* CITY AMENDMENTS PRODUCT APPROVALS. THOSE
 PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 25) THE PRODUCT APPROVALS THAT WERE SUBMITTED FOR THE
 CONCRETE ROOF TILE IS INCOMPLETE. SUBMIT TWO COPIES OF
 AN NOA OR OTHER APPROVED EVALUATION REPORT INCLUDING
 INSTALLATION INSTRUCTIONS AS REQUIRED BY DCA RULE
 9B-72. SPECIFY THE METHOD OF ATTACHMENT THAT WILL BE
 USED TO INSTALL THE TILE. R905.3
  
 26) THE PRODUCT APPROVALS FOR THE WINDOW MULLIONS
 SPECIFY A DESIGN PRESSURE OF 48 PSF BASED ON THE CHARTS
 IN THE NOA FOR THE OPENING SIZE AND MULLION LENGTH.
 THIS MAY NOT BE ADEQUATE IF THE EXPOSURE CATEGORY IS
 CHANGED TO C WHICH WILL INCREASE THE DESIGN PRESSURES.
 PLEASE REVIEW.
  
 27) SPECIFY THE MEAN ROOF HEIGHT OF THE STRUCTURE ON
 THE PLANS. MEAN ROOF HEIGHT. THE AVERAGE OF THE ROOF
 EAVE HEIGHT AND THE HEIGHT TO THE HIGHEST POINT ON THE
 ROOF SURFACE, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR
 ROOF ANGLE OF LESS THAN OR EQUAL TO 10 DEGREES (0.18
 RAD). R301.1
  
 28) R321.1 PREMISES IDENTIFICATION. APPROVED NUMBERS OR
 ADDRESSES SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN
 SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE
 FROM THE STREET OR ROAD FRONTING THE PROPERTY.THE
 BUILDINGS ARE REQUIRED TO HAVE APPROVED ADDRESSES
 BEFORE THE PERMITS WILL BE ISSUED. CONTACT JOHN NGUYEN
 AT 561-822-1239.
  
 29) THE CANVAS AWNINGS SHOWN ON THE ELEVATIONS WILL
 REQUIRE SEPARATE PERMITS AND FEES.
  
 30) THE ROOF FRAMING PLAN ON S-3 SHOWS A GIRDER TRUSS
 THAT IS ATTACHED TO THE TRUSS ASSEMBLY COMPRISING THE 2
 HOUR FIRE RATED SEPARATION WALL. EXPLAIN HOW THIS
 DESIGN WILL NOT AFFECT THE FIRE RATING OF THE LISTED
 ASSEMBLY. PROVIDE DETAILS. R317.2
  
 31) THE NUMBER OF 10D X 1-1/2" NAILS FOR THE SIMPSON
 HETAL 20 AND HETA 16 CONNECTORS SHOULD BE (10) RATHER
 THAN THE (9) SPECIFIED IN THE TRUSS SCHEDULE ON S-3 FOR
 THE UPLIFT LOADS SPECIFIED. SEE 2008 SIMPSON CATALOG.
  
 32) ON S-3 THE KEY FOR THE GYPSUM BOARD UNDER THE ROOF
 DECK HAS 1/2" TYPE X AND R 317.2.2 REQUIRES 5/8" TYPE
 X. PLEASE CORRECT.
  
 33) THE ROOF DESIGN DOES NOT APPEAR TO PROVIDE PROPER
 SEPARATION AT THE GABLES AND HIP ROOFS THAT INTERSECT
 THE PROPERTY LINES. ADDITIONAL DETAILS AND TRUSS
 DRAWINGS ARE REQUIRED IN ORDER TO DETERMINE IF THE
 SEPARATION REQUIREMENTS OF R317.2 HAVE BEEN COMPLIED
 WITH.
  
 34) THE GABLE ROOF OVERHANGS CAN NOT EXTEND BEYOND THE
 PROPERTY LINES. R302.1 EXTERIOR WALLS.EXTERIOR WALLS
 SEPARATED BY LESS THAN 6 FEET (1828 MM) SHALL HAVE NOT
 LESS THAN A ONE-HOUR FIRE-RESISTIVE RATING WITH
 EXPOSURE FROM BOTH SIDES. PROJECTIONS SHALL NOT EXTEND
 TO A POINT CLOSER THAN 4 FEET (1220 MM) FROM AN
 ADJACENT PROJECTION OR WALL.
  
 35) THE VALUE OF THE PRODUCT IS LOW AND HAS BEEN
 ADJUSTED. ADDITIONAL FEES OF $ 2877.30 ARE DUE. FBC
 108.3* CITY AMENDMENTS.
  
 36) IF THE PROJECT IS INTENDED TO BE "MASTERED" SUCH
 THAT ALL PERMIT DOCUMENTS DO NOT HAVE TO SUBMITTED WITH
 THE PERMIT APPLICATIONS FOR EACH INDIVIDUALLY PERMITTED
 TOWNHOUSE UNIT, PLEASE KNOW THAT ALL SUCH PERMITS MUST
 BE APPLIED FOR PRIOR TO THE IMPLEMENTATION OF THE 2007
 FLORIDA BUILDING CODE ON MARCH 1, 2009. THE PROJECT
 WILL NEED TO BE "RE-MASTERED" TO COMPLY WITH THE 2007
 FBC AT THAT TIME.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2009-07-29 Cont ID  
Sent By rmcdouga Date 2009-07-29 Time 10:02 Rev Time 0.00
Received By rmcdouga Date 2009-07-29 Time 10:02 Sent To  
Notes
2009-07-29 10:02:23REVIEWED FOR CODE COMPLIANCE BY DOUG WISE.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2009-05-27 Cont ID  
Sent By dpalmer Date 2009-05-27 Time 14:54 Rev Time 0.00
Received By dpalmer Date 2009-05-27 Time 14:54 Sent To  
Notes
2009-05-27 14:55:13**DENIED 2ND REVIEW **
  
 1) NOTE: PLEASE BE SURE THE FOLLOWING CODES ARE LISTED
 AT A MINIMUM. 2ND REQUEST.
 2004 FBC W/ 2007 REVISIONS.
 2005 NFPA-70
 2002 NFPA- 72
 THE ELECTRICAL PLANS DO NOT STATE ANY CODES.
  
 2) NOTE: PLEASE SEE PREVIOUS REVIEW COMMENTS WITH
 RESPECT TO PERMIT APPLICATION. THERE IS NOW A STATEMENT
 ON PERMIT APPLICATION WHICH STATES * FEE SIMPLE TOWN
 HOUSES*. HOWEVER IF THESE ARE INDEED FEE SIMPLE THEN
 SEPARATE PERMIT APPLICATION, SITE/SURVEY, PLANS,
 SEPARATE FEES ETC WOULD BE REQUIRED FOR EACH UNIT ALONG
 WITH NEW ADDRESSES FOR EACH.
 ** PLANS ON THE OTHER HAND INDICATE THIS AS A
 MULTI-UNIT BUILDING.
 ** IF THIS IS A MULTI-UNIT BUILDING AS MULTI-FAMILY, OR
 CONDO TYPE THEN NO SEPARATE METER SERVICE IS PERMITTED
 FOR EACH UNIT. THIS CAN ONLY HAVE ONE SERVICE.
 IF THIS IS FEE SIMPLE AS STATES ALL MUST BE UNDER
 SEPARATE PERMITS.
 IT IS IMPORTANT TO KEEP IN MIND THAT ANY CHANGE IN THE
 ADOPTED CURRENT CODES WOULD AFFECT ALL UNITS NOT
 APPLIED FOR PERMIT BEFORE THE ADOPTION OF ANY NEW
 CODES.
 THE BUILDING CODE HAS SINCE CHANGED FROM THE ORIGINAL
 PERMIT APPLICATION AS OF MARCH 1ST, 2009.
 THE BUILDING MAY NOT BE *MASTERED* AS ALL PERMIT
 APPLICATION MUST BE MADE BEFORE CODE CHANGES. PLEASE
 KNOW THAT THE ELECTRICAL CODE MAY ALSO BE CHANGING TO
 THE 2008 NFPA-70 IN THE NEXT COUPLE OF MONTHS. THIS
 WILL GREATLY AFFECT THE DESIGN.
  
 ** ALL OF THE ABOVE WAS NOTED ON THE PREVIOUS REVIEW
 WITH RESPECT TO THE CODE CHANGING.
 ** BASED ON NO PERMIT APPLICATIONS MADE TO AN *FEE
 SIMPLE UNITS*, THE DESIGN WILL NOW FALL UNDER THE NEXT
 CODE CYCLE.
 2007 FBC W/ 2009 REVISION.
  
 3) NOTE: PLEASE SEE PREVIOUS NOTES WITH RESPECT TO ALL
 INFORMATION REQUIRED ON TITLE BLOCKS PER FAC
 61G1-16.004. PLEASE ALSO INCLUDE ADDRESS SPECIFIC TO
 EACH LOCATION ONCE ADDRESS HAS BEEN DETERMINED. PLEASE
 KNOW THAT THE ADDRESSING CAN NOT BE CONFIRMED AS THE
 APPLICATION AND PLANS ARE NOT CLEAR WITH RESPECT TO
 WHAT TYPE OF PERMIT/BUILDING THIS IS ACTUALLY BE.
 FBC 106.1.1,106.1.2,106.3.5.1.2,106.5.
 NEC, 220 ,240 , 210, 230 .310.16 ETC
  
 4) NOTE: RISER STATES *(BUILDING STEEL). IS THIS MEANT
 TO BE *FOOTER STEEL*? PER 250.50 THERE ARE TWO METHODS
 OR LOCATIONS. STRUCTURE COULD HAVE BUILDING STEEL AS
 WELL AS FOOTER STEEL.
  
 5) NOTE: PLEASE SEE THE MINIMUM VA FOR LAUNDRY/WASHER
 CIRCUIT SHALL BE 1500VA MINIMUM PER 220.52.
 CALCULATIONS ONLY INDICATE 1200VA
  
 6) NOTE: PLEASE SEE PLANS WHICH INDICATE A METER AND A
 MAIN DISCONNECT OUTSIDE HOWEVER THE RISER DOES NOT
 INDICATE ANY MAIN OUTSIDE?
 PLEASE SEE PREVIOUS NOTES AND THIS NOTE REPEATED AS
 THERE CAN BE NO MORE THAN 8FT OF UNPROTECTED CONDUCTORS
 INSIDE THE BUILDING.
 PLEASE SEE 230.70, 230.71, 230.72 ETC.
 THIS MAY CHANGE BASED ON THE TYPE OF BUILDING IN WHICH
 IS WILL BECOME. IT IS RECOMMENDED THAT IF THERE ARE
 QUESTIONS ON THIS TO PLEASE CALL.
  
 7) NOTE: FROM PREVIOUS NOTES, DEPENDING ON THE ACTUAL
 SERVICE IT CAN BE DETERMINED AT THIS TIME WHAT TYPE OF
 ELECTRICAL SERVICE WILL BE NEEDED.
  
 8) NOTE: PREVIOUS REVIEW COMMENT: SHOW ALL CONTINUOUS
 LOADS AT 125% PER 422.13. THE 2005 NEC WAS UPDATED TO
 CHANGE THIS. PLEASE READY COMMENTARY AT 422.13.
  
 10) NOTE: PLEASE SEE 422.17 FROM PREVIOUS REVIEW. THE
 PLANS WERE UPDATED TO INCLUDE A NOTE HOWEVER KEEP IN
 MIND THE CODE REQUIRES MINIMUM CLEARANCE. THE NOTE ON
 PLANS SIMPLY STATES NOT AGAINST EQUIPMENT WHICH IS NOT
 ADEQUATE.
  
 11) NOTE: PLEASE SEE PREVIOUS NOTES WITH RESPECT TO
 CIRCUITING THE BREAKFAST AREA/DINING ROOM RECEPTACLES.
 PLEASE SEE 210.52B1,210.11C1,220.52 FOR ONE OR MORE
 SMALL APPLIANCE CIRCUITS. WHERE IS BREAKFAST OR DINING
 ARE BEING FED FROM?
  
 12) NOTE: PLEASE SEE THE ELECTRICAL PANEL SCHEDULE ONLY
 INDICATES 15AMP 2-POLE FOR AIR HANDLER UNIT HOWEVER
 BASED ON THE MECHANICAL PLANS THE SIZE OF THE UNIT IS
 MUCH GREATER. IN FACT THE *MINIMUM* CIRCUIT AMPACITY IS
 60AMPS. PLEASE ALSO SEE THE M SHEETS STATES 10KW HEAT
 YET TH ELECTRICAL CALCULATIONS DO NOT INDICATE THIS
 LOAD. THE LOAD SHOWN IS WAY UNDER 10KW ON ELECTRICAL
 PLANS.
 424.3B, 310.16,220.80,220.60 ETC
  
 13) NOTE: IF PLANS ARE SET FOR MULTI-RESIDENTIAL
 BUILDING AS SHOWN. PLEASE BE SURE ALL CIRCUITING IS
 COMPLETED ON PLANS AND COORDINATE WITH THE SUBMITTED
 PANEL SCHEDULES. EACH UNIT WOULD BE SPECIFIC UNDER THE
 2005 NEC 408.4.
  
 14) NOTE: PLANS DO NOT INDICATE ANY NOTES FROM FBC
 13-606.1.ABC.1.2.4 WITH RESPECT TO TYPE OF RECESSED
 LIGHTING FIXTURES REQUIRED.
  
 15) NOTE: PLANS INDICATES ON RISER A *#8* GROUND ROD.
 WHAT IS A #8 GROUND ROD?
 PLEASE SEE MINIMUM REQUIRED GROUNDING ELECTRODE PER
 250.52A5,220.53 ETC
  
 16) NOTE: PLANS ARE STILL MISSING SOME RECEPTACLES PER
 210.52. SOME EXAMPLES WERE GIVEN IN THE PREVIOUS REVIEW
 HOWEVER NOT ALL LOCATIONS WERE IDENTIFIED.
  
 17) NOTE: PLEASE SEE FS 553.80(2)(B) WITH RESPECT TO
 REPEAT COMMENTS FOR CODE COMPLIANCE. THIS IS ONLY A
 NOTICE GIVEN AT THIS TIME.
  
  
  
 * IMPORTANT **
 ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP
 FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE
 ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.
 DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC. SHOULD BE PLACED
 INTO TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-01-02 Cont ID  
Sent By dpalmer Date 2009-01-02 Time 11:37 Rev Time 0.00
Received By dpalmer Date 2008-12-31 Time 11:28 Sent To M
Notes
2009-01-02 11:37:40** DENIED REVIEW **
  
 ** IMPORTANT**
 AS THERE IS SOME INFORMATION OR ITEMS NOT YET SUBMITTED
 FOR CODE COMPLIANCE THERE MAY VERY WELL BE NEW COMMENTS
 ON THE FOLLOWING REVIEW WHICH CAN NOT BE MADE AT THIS
 TIME. PLEASE ALSO BE WARE THAT SOME OF THE COMMENTS
 BELOW WILL CASE REVISIONS TO PLANS WHICH SOMETIMES
 CREATE NEW COMMENTS.
  
 1) NOTE: PLEASE KNOW ONCE THE ADDRESS OF EACH FEE
 SIMPLE UNIT IS DONE AND COMPLETED, EACH SET OF PLANS
 FOR EACH PERMITTED TOWN HOUSE WILL BE REQUIRED TO BE
 ADDRESSED INCLUDING THE ADDRESS ON THE TITLE BLOCKS.
 THE ADDRESSES FOR EACH HAS YET TO BE CONFIRMED AND THIS
 WILL BE DONE BY THE BUILDING AND ADDRESSING REVIEWER.
 THE PERMIT APPLICATION AS SUBMITTED WAS FOR ONE 5 UNIT
 BUILDING HOWEVER THIS PERMIT HAS AN APPLIED VALUE FOR
 ONE UNIT ONLY. ONCE ALL FINAL APPLICATIONS AND
 ADDRESSES HAVE BEEN CONFIRMED PLEASE BE SURE PLANS ARE
 COORDINATED.
 FAC61G1-16.004
 FBC 106.5
  
 2) NOTE: PLEASE SEE FAC 61G1-16.004, AS THE TITLE
 BLOCKS FOR THE ARCHITECTURAL FIRM IS MISSING THE
 REQUIRED PRINTED NAME AND PRINTED LICENSE NUMBER OF
 SAID DESIGNER. THIS IS REQUIRED FOR ALL TRADES AND FOR
 AL SHEETS WHETHER OR NOT COMMENT IS MADE BY OTHER
 TRADES.
  
 3) NOTE: PLEASE BE SURE PLANS CONTAIN THE FOLLOWING
 CODES. SOME ARE ALREADY SHOWN HOWEVER THESE ARE
 REQUIRED FOR THIS REVIEWER.
 2004 FBC W/2007 REVISIONS.
 2005 NFPA-70
 2002 NFPA-72
  
 *** PLEASE KEEP IN MIND ALL PERMIT APPLICATIONS FOR ALL
 UNITS MUST BE APPLIED FOR BEFORE MARCH 1ST, 2009
 OTHERWISE ANY PERMIT APPLICATIONS AFTER THIS DATE WILL
 ALL FOR UNDER THE NEW CODES COMING INTO AFFECT BY THE
 STATE OF FLORIDA. PLEASE ALSO BE AWARE OF CHANGES IN
 THE NEC/NFPA-70 WHICH WILL ALSO BE CHANGING COMING UP
 IN MONTHS TO COME.
  
 4) NOTE: PLEASE SEE 210.52D AS THE GFI SHOWN ON THE
 FIRST LEVEL BATH ROOM SHALL BE PLACED IN THE MIDDLE
 BETWEEN THE TWO SINKS OR A SECOND DEVICE WILL BE
 REQUIRED TO BE ADDED. AN OCCUPANT MAY NOT CROSS OVER
 ONE SINK TO PLUG IN ANY APPLIANCE.
  
 5) NOTE: PLEASE SEE 422.13 UNDER THE 2005 NEC AS THE
 WATER HEATER LOAD IS NOW CONSIDERED A CONTINUOUS LOAD
 AND NEEDS TO BE SHOWN AT 125%.
 THE PREVIOUS CODE REQUIRED THE SIZING FROM BRANCH
 CIRCUIT AND WIRING TO BE AT 125%, HOWEVER THE NEW
 CHANGE IS TO CARRY THE 125% LOAD FOR SIZING FEEDERS AND
 SERVICE.
 PLEASE ADJUST PLANS.
  
 6) NOTE: PLEASE SEE 210.52B1, 210.11C1 AND 220.53 FOR
 REQUIRED LOADS ON CIRCUITS FOR SMALL APPLIANCES, DINING
 AND BREAKFAST ROOM. THE OTHER TWO LOCATIONS CAN NOT BE
 CONFIRMED DUE TO NO CIRCUITING BEING SHOWN ON THE PLANS
 AT THIS TIME.
 PLEASE KNOW THAT THE ONE OR *MORE* CIRCUITS REQUIRE THE
 1.5KVA. THE LOADS SHOWN ON PANEL SCHEDULE FOR DINING
 ROOM ARE WELL BELOW THE REQUIRED MINIMUM OF 1500VA.
  
 7) NOTE: PLEASE SUBMIT AND INDICATE THE AIC RATING FOR
 ALL SERVICE EQUIPMENT PER 110.9.
  
 8) NOTE: PLEASE SEE 110.26 FOR MINIMUM CLEARANCE
 REQUIREMENTS OF THE A/C DISCONNECT FOR THE CONDENSING
 UNIT. AS SHOWN ON THE PLANS THIS DISCONNECT IS BEHIND
 THE UNIT WHICH DOES NOT MEET MINIMUM CLEARANCES.
  
 9) NOTE: PLEASE SEE 210.8A7 FOR REQUIRED GFI PROTECTION
 OF ALL 15/20AMP 120V RECEPTACLES WITHIN 6FT OF A
 LAUNDRY SINK. THIS WAS A CHANGE IN THE 2005 NEC AND IS
 REQUIRED EVEN FOR DEDICATED CIRCUITS SUCH AS THE WASHER
 CIRCUIT.
  
 10) NOTE: RISER IS SHOWING AN EQUIPMENT GROUNDING
 CONDUCTOR FROM THE METER TO THE MAIN BREAKER PANEL
 WHICH IS NOT PERMITTED. THE CONDUCTOR IS ALSO SHOWN
 AS#5. THERE NO SUCH CONDUCTOR SIZE BASED ON THE AWG
 (AMERICAN WIRE GAUGE).
 PLEASE SEE THE FOLLOWING COMMENT WITH RESPECT TO MAIN
 SHOWN ON PLANS. THIS WILL AFFECT THIS COMMENT.
 250.6,250.24,250.110, ETC SIZE PER 250.122.
  
 11) NOTE: PLEASE COORDINATE RISER AND PLANS. THE RISER
 DOES NOT SHOW A MAIN DISCONNECT OUTSIDE YET THE PLANS
 DO SHOW A MAIN NEXT TO THE METER.
 PLEASE ALSO SEE THE PLANS DO NOT SHOW THE ELECTRICAL
 PANEL LOCATION. 240.24,110.26 ETC
 PLEASE COORDINATE AND PLEASE SEE 230.70,230.71 AS NO
 MORE THAN 8FT OF UNPROTECTED CONDUCTORS ARE PERMITTED
 INSIDE THE BUILDING.
 FBC 106.1.1 FOR CLARITY OF PLANS AND COORDINATION.
  
 12) NOTE: PLEASE SEE PLANS AND PANEL SCHEDULE INDICATE
 SMOKE DEVICES AS *SD* AND SYMBOL LEGEND HAS THESE AS
 SMOKE DETECTORS.
 BY THE DEFINITIONS AS STATED IN NFPA-72 AND THE FLORIDA
 BUILDING CODE A SD/ SMOKE DETECTOR IS ONLY A DEVICE
 WHICH WILL DETECT AND WILL NOT SOUND AN AUDIBLE ALARM.
 THIS WOULD BE DONE BY HORN/SIREN TYPE DEVICES.
 PLEASE SEE THE DEFINITIONS OF SA/SMOKE ALARMS; THESE
 ARE DEVICES WHICH ARE 120V (AS SHOWN) AND WOULD DETECT
 AND SOUND AN ALARM.
 ** PLEASE SEE THAT SMOKE ALARMS ARE STATED IN THE FBC
 RESIDENTIAL CODE/ FBC AND IN NFPA-72. IF THESE ARE
 INDEED SMOKE DETECTORS, PLEASE SUBMIT COMPLETE PLANS
 SHOWING THE REQUIRED FIRE ALARM PANEL AND HORN/SOUNDING
 DEVICES. IF THESE ARE INDEED SMOKE ALARMS, PLEASE
 ADJUST DESIGNATIONS ON PLANS AND SYMBOL LEGEND.
 IF THERE ARE ANY QUESTIONS ON THIS COMMENT PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE*.
 PLEASE SEE NFPA-72 11.5.1.1, 11.8.3, R313
  
 ** PLEASE SEE 11.8.3 ABOVE IN NFPA-72 AS THE SMOKE
 DEVICE IN THE MASTER BEDROOM IS REQUIRED TO BE LOCATED
 WITHIN 12 INCHES OF THE HIGHEST POINT OF CEILINGS. WHEN
 THERE ARE TRAY CEILINGS THIS MAY AFFECT THE LOCATION.
 BASED ON THE ARCHITECTURAL SHEET WHICH INDICATES THE
 CEILING DIFFERENCE OF ONLY 6INCHES THE LOCATION AS
 SHOWN IS OK AS LONG AS THERE ARE NO HEADERS INSTALLED
 AT OPENING. IF THE CEILING HEIGHT DOES CHANGE THIS MAY
 AFFECT THE LOCATION.
  
 13) NOTE: PLANS SHOW BOTH DISPOSAL AND DISHWASHER ON
 SEPARATE RECEPTACLES WHICH IS OK HOWEVER PLEASE BE SURE
 TO SEE 210.4B. PLEASE VERIFY IF BOTH WILL BE ON THE
 SAME YOKE. IF SO THEN THIS WILL BE REQUIRED TO BE A
 2-POLE BREAKER. THIS IS ONLY NOTED AS NO CHANGES ARE
 NEEDED AT THIS TIME.
 NEC 300, 210.4B
 FBC 106.1.1 FOR INFORMATION ONLY.
  
 14) NOTE: PLEASE PROVIDE THE WORST CASE VOLTAGE DROP
 FOR FEEDERS AND BRANCH CIRCUITS.
 PLEASE KEEP IN MIND THIS NEEDS TO SHOW THE ENTIRE FEED
 THRU FROM THE SOURCE TO THE END USE. THE CODE REQUIRES
 A MAXIMUM ON THE ENTIRE RUN NOT FROM A PANEL TO THE END
 DEVICE ON A CIRCUIT. THIS MAY AFFECT FEEDERS OR BRANCH
 CIRCUIT CONDUCTORS.
 PLEASE SEE FBC13-413.1ABC.1.
  
 15 ) NOTE: PLEASE PLACE NOTES ON PLANS AS REQUIRED PER
 13-413.ABC.2, .2.1 AND .2.2. THE WORDING AS STATED IN
 THE FBC IS ACCEPTABLE. THIS WAS CONFIRMED WITH
 DEPARTMENT OF COMMUNITY AFFAIRS.
  
 16) NOTE: PLEASE INCLUDE TYPE OF RECESSED LIGHTING
 FIXTURES PER FBC 13-606.1.ABC.1.2.4
 RECESSED LIGHTING FIXTURES INSTALLED IN CEILINGS THAT
 ABUT AN ATTIC SPACE SHALL MEET ONE OF THE FOLLOWING
 REQUIREMENTS:
 1. TYPE IC RATED, MANUFACTURED WITH NO PENETRATIONS
 BETWEEN THE INSIDE OF THE RECESSED FIXTURE AND CEILING
 CAVITY AND SEALED OR GASKETED TO PREVENT AIR LEAKAGE
 INTO THE UNCONDITIONED SPACE.
 2. TYPE IC OR NON-IC RATED, INSTALLED INSIDE A SEALED
 BOX [MINIMUM OF ?-INCH-THICK (12.7 MM)] GYPSUM WALL
 BOARD, PREFORMED POLYMERIC VAPOR BARRIER, OR OTHER AIR
 TIGHT ASSEMBLY MANUFACTURED FOR THIS PURPOSE) AND
 MAINTAINING REQUIRED CLEARANCES OF NOT LESS THAN
 ?-INCH-THICK (12.7 MM) FROM COMBUSTIBLE MATERIAL AND
 NOT LESS THAN 3 INCH (76 MM) FROM INSULATION MATERIAL.
 3. TYPE IC RATED, WITH NO MORE THAN 2.0 CFM (.00094
 M3/S) AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE
 CEILING CAVITY WHEN MEASURED IN ACCORDANCE WITH ASTM E
 283. THE FIXTURE SHALL BE TESTED AT 75 PA AND SHALL BE
 LABELED.
  
 17) NOTE: PLEASE SEE 410.8 FOR MINIMUM CLEARANCES
 REQUIRED FOR CLOSET LIGHTING FIXTURES. BASED ON THE
 PLANS THEY APPEAR TO INDICATE SHELVING RIGHT UP NEXT TO
 THE FIXTURE. PLEASE ADJUST LOCATION OF FIXTURES. SEE
 BEDRM #2 CLOSET FOR ONE EXAMPLE.
  
 18) NOTE: PLEASE SEE 422.17 FOR WATER INSTALLATION
 LOCATION WHICH IS NOT PERMITTED TO HAVE COMBUSTIBLES
 STORED UP AGAINST UNIT.
  
 19) NOTE: PLEASE SEE 210.8A6 AS ALL RECEPTACLES SERVING
 KITCHEN COUNTER SPACE SHALL BE GFI OR GFI PROTECTED.
 SEE UNIT COUNTER WHICH IS MISSING GFI DESIGNATION.
  
 20) NOTE: PLEASE SEE 210.52C1 FOR RECEPTACLES SPACING
 WHICH REQUIRES A GFI RECEPTACLE WITHIN 2FT OF THE END
 OF A COUNTER SPACE. THE COUNTER SPACE NEXT TO THE RANGE
 TOWARDS THE SINK EXCEEDS THE 2FT.
  
 21) NOTE: THE GARAGE DOOR OPENER SHOWS A JUNCTION BOX
 FOR THE DOOR OPENER. IF THIS IS A HARDWIRED UNIT A
 DISCONNECT IS REQUIRED PER 422.30, 31.
 IF THIS IS GOING TO BE A PLUG IN TYPE UNIT USING THE
 EXCEPTION FOR SOME EQUIPMENT WHICH IS PERMITTED TO BE
 CORD AND PLUG CONNECTED AND USING THE PLUG AS THE
 DISCONNECTING MEANS PLEASE SHOW THE RECEPTACLE.
  
 22) NOTE: PLEASE SEE 210.52 FOR RECEPTACLE SPACING
 ALONG WALLS. ONE EXAMPLE WOULD BE THE WALL IN THE
 BREAKFAST AREA WHICH EXCEEDS 12FT BETWEEN COUNTER SPACE
 AND DOOR WAY OF GARAGE. AS ONLY ONE IS SHOWN THIS WOULD
 REQUIRE AN ADDITIONAL RECEPTACLE.
 PLEASE ALSO SEE MASTER BEDROOM FOR TWO FT WALL
 SPACE(S).
  
  
  
  
 ** IMPORTANT **
 ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP
 FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE
 ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.
 DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC. SHOULD BE PLACED
 INTO TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  
  
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2009-07-24 Cont ID  
Sent By efabian Date 2009-07-24 Time 15:03 Rev Time 0.00
Received By efabian Date 2009-07-24 Time 15:03 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2009-07-29 Cont ID  
Sent By mawillia Date 2009-07-29 Time 16:31 Rev Time 0.00
Received By mawillia Date 2009-07-29 Time 15:37 Sent To  
Notes
2009-07-30 00:11:45*****PROVISO*****
  
  
 AS TO BE DISCUSSED WITH THE WEST PALM BEACH BUILDING
 OFFICIAL AND RELAYED TO THE PROJECT MANAGER/DEVELOPER,
 ANY REVISION(S) TO THIS PLAN SET AND/OR ANY OTHER
 FUTURE PLAN SUBMITTALS FOR THE OAKTON COMMONS PROJECT
 SHALL INCLUDE THE FOLLOWING CORRECTION(S) OR
 ADDENDUM(S) FOR FIRE PLAN REVIEW'S APPROVAL:
  
 1. ON SHEET LP-1, THE FIRE HYDRANT SHOWN AT THE
 SOUTHWEST CORNER OF THE BUILDING SHOULD HAVE THE
 4"/4.5"OUTLET (STEAMER CAP) FACING THE ROADWAY (FOXTAIL
 VIEW COURT).
  
 2. ONLY FOR BUILDINGS WHICH CONTAIN 3 OR MORE DWELLING
 UNITS UNDER A COMMON ROOF, NFPA 101 - LIFE SAFETY CODE
 - 2006 EDITION SHALL BE REFERENCED. ADD TO CODE SECTION
  
 3. SHOW THE LOCATION OF THE 2A:10BC RATED FIRE
 EXTINGUISHER(S) THAT SATISFY THE 75 ' TRAVEL DISTANCE.
 THIS MAY BE ACCOMPLISHED ONE OF TWO WAYS: 1) PROVIDE AN
 ENCLOSED/PROTECTED FIRE EXTINGUISHER ON THE EXTERIOR
 ELEVATION COMMON TO THE BUILDING OR BETTER YET 2) THE
 PLACEMENT OF FIRE EXTINGUISHER(S) INSIDE EACH
 INDIVIDUAL DWELLING UNIT.
  
 4. ON SHEET A-3.1, FRONT ELEVATION, DISPLAY/SHOW THE
 ACTUAL NUMERICAL ADDRESS NUMBER FOR EACH UNIT. AS PER
 WEST PALM BEACH CODE, THE NUMBERS SHALL BE NO LESS THAN
 3" IN HEIGHT AND NO LESS THAN 1" IN WIDTH/STROKE.
  
 5. ON SHEETS E1.0 THRU E-1.4, ADD THE FOLLOWING VERBAGE
 AS PER FLORIDA STATUTE 553:885: " AN OPERATIONAL CARBON
 MONOXIDE (CO) ALARM SHALL BE INSTALLED WITHIN 10 FEET
 OF EACH ROOM USED FOR SLEEPING PURPOSES." IT APPEARS
 THAT THE CO DETECTOR SHOWN ON THE SECOND FLOOR OF THE
 DWELLING UNITS CAN BE BETTER CENTERED/ALIGNED TO ATTAIN
 THE DISTANCE REQUIREMENT.
  
 PLAN SHEETS TU-1.0, TU-1.1, TU-2.0, TU-2.1, TU-3.0,
 A-3.1, E-1.0, E1.1, E1.2, E-1.3, AND E-1.4 WERE
 STAMPED, INITIALED, AND DATED.
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
 FIRE PREVENTION BUREAU
 561-804-4724
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-10-28 Cont ID  
Sent By jwitmer Date 2009-10-28 Time 16:35 Rev Time 0.00
Received By jwitmer Date 2009-10-28 Time 16:35 Sent To  
Notes
2009-10-28 16:36:31INCOMING: STRUCTURAL REVISION TO R. MCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-05-15 Cont ID  
Sent By rmcdouga Date 2009-05-15 Time 16:10 Rev Time 0.00
Received By rmcdouga Date 2009-05-15 Time 16:10 Sent To  
Notes
2009-05-15 16:19:14TO C14
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-12-31 Cont ID  
Sent By adarroug Date 2008-12-31 Time 10:07 Rev Time 0.00
Received By adarroug Date 2008-12-31 Time 10:07 Sent To E
Notes
2008-12-31 10:08:33TO "SFR" "E"
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-01-20 Cont ID  
Sent By rmcdouga Date 2009-01-20 Time 08:59 Rev Time 0.00
Received By rmcdouga Date 2008-12-23 Time 09:24 Sent To  
Notes
2008-12-23 09:25:18TO "SFR" "Z"
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status P Date 2009-07-28 Cont ID  
Sent By rmcdouga Date 2009-07-28 Time 14:13 Rev Time 0.00
Received By rmcdouga Date   Time   Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2009-07-29 Cont ID  
Sent By rmcdouga Date 2009-07-29 Time 10:02 Rev Time 0.00
Received By rmcdouga Date 2009-07-29 Time 10:02 Sent To  
Notes
2009-07-29 10:02:58REVIEWED FOR CODE COMPLIANCE BY DOUG WISE.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2009-06-12 Cont ID  
Sent By hmoser Date 2009-06-12 Time 14:29 Rev Time 0.00
Received By hmoser Date 2009-06-12 Time 14:29 Sent To  
Notes
2009-06-12 14:31:37PLAN DENIED
 ENERGY CALCULATION DO NOT MATCH PLANS .
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2009-01-12 Cont ID  
Sent By hmoser Date 2009-01-12 Time 13:55 Rev Time 0.00
Received By hmoser Date 2009-01-12 Time 13:55 Sent To P
Notes
2009-01-12 13:59:5701/12/09
 PLEASE PROVIDE RETURN AIR DUCT SIZE ON PLANS .
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
Review Stop P PLUMBING
Rev No 3 Status P Date 2009-07-29 Cont ID  
Sent By rmcdouga Date 2009-07-29 Time 10:03 Rev Time 0.00
Received By rmcdouga Date 2009-07-29 Time 10:03 Sent To  
Notes
2009-07-29 10:03:37REVIEWED FOR CODE COMPLIANCE BY DOUG WISE.
Review Stop P PLUMBING
Rev No 2 Status F Date 2009-05-22 Cont ID  
Sent By kstevens Date 2009-05-22 Time 12:19 Rev Time 0.00
Received By kstevens Date 2009-05-22 Time 12:19 Sent To  
Notes
2009-05-22 12:19:27DENIED
 REFERENCE:
 FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1 (ADMIN)
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 ****FROM PREVIOUS REVIEW:
  
 1. OK
  
 2. ALL SHEETS WITH THE BENEDICT GROUP ARCHITECTURE &
 PLANNING. THE PRINTED NAME OF THE PERSON SEALING THE
 PLANS IS REQUIRED IN THE TITLE BLOCK OF EACH SHEET. FAC
 61G1-16.004(6) & FS 481.2055.
 ****NO RESPONSE, COMMENT NOT ADDRESSED.
  
 3. ALL SHEETS WITH THE BENEDICT GROUP ARCHITECTURE &
 PLANNING. THE SIGNATURE OF THE ARCHITECT SHALL APPEAR
 ON ALL ARCHITECTURAL DOCUMENTS TO BE FILED FOR PUBLIC
 RECORD. IT APPEARS THAT INITIALS WERE USED. IF THIS IS
 INDEED THE LEGAL SIGNATURE OF THE ARCHITECT OF RECORD,
 THEN A SIGNED, SEALED, NOTORIZED LETTER INDICATING THE
 LEGAL SIGNATURE SHALL BE SUBMITTED TO THIS OFFICE FOR
 OUR RECORD. FAC 61G1-16.003, 61G1-16.004(5) AND FS
 481,2055.
 ****NO RESPONSE, COMMENT NOT ADDRESSED.
  
 4. OK (NOTES DELETED)
 5. OK (DELETED)
 6. OK (DELETED)
 7. OK (DELETED)
  
 ********NEW COMMENT********
  
 1B. THE APPLICATION NOW STATES THAT THE UNITS WILL BE
 FEE SIMPLE TOWNHOUSES. AS SUCH EACH TOWNHOUSE WILL BE
 REQUIRED TO HAVE ITS OWN PERMIT APPLICATION, ITS OWN
 SET OF PLANS, ITS OWN ADDRESS, PCN, WATER METER &
 SERVICE, BUILDING DRAIN, PROPERTY LINE ETC. ALSO THERE
 ARE NO ADDRESSES ON THE PLANS. SECTION 106.1.1.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & 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. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2009-01-12 Cont ID  
Sent By kstevens Date 2009-01-12 Time 16:12 Rev Time 0.00
Received By kstevens Date 2009-01-12 Time 16:12 Sent To B1
Notes
2009-01-12 16:42:25DENIED
 REFERENCE:
 FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1 (ADMIN)
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. SHT T-1 PLUMBING NOTES:
 #2, 2-1/2" AND LESS 1/4" PER LINEAR FOOT SLOPE
 REQUIRED. TABLE 704.1.
 #5 FBC-2004 WITH 2007 AMENDMENTS IS THE CODE ADOPTED.
 THE SOUTH FLORIDA BUILDING CODE WAS FOR BROWARD AND
 DADE COUNTIES ONLY AND THE FLORIDA BUILDING CODE HAS
 BEEN IN EFFECT SINCE THE 2001 VERSION WHICH WENT INTO
 EFFECT ON MARCH 1, 2003.
 #8 AIR CHAMBERS ARE NOT APPROVED. PLEASE DELETE
 REFERENCE. SECTION 604.9.
  
 2. ALL SHEETS WITH THE BENEDICT GROUP ARCHITECTURE &
 PLANNING. THE PRINTED NAME OF THE PERSON SEALING THE
 PLANS IS REQUIRED IN THE TITLE BLOCK OF EACH SHEET. FAC
 61G1-16.004(6) & FS 481.2055.
  
 3. ALL SHEETS WITH THE BENEDICT GROUP ARCHITECTURE &
 PLANNING. THE SIGNATURE OF THE ARCHITECT SHALL APPEAR
 ON ALL ARCHITECTURAL DOCUMENTS TO BE FILED FOR PUBLIC
 RECORD. IT APPEARS THAT INITIALS WERE USED. IF THIS IS
 INDEED THE LEGAL SIGNATURE OF THE ARCHITECT OF RECORD,
 THEN A SIGNED, SEALED, NOTORIZED LETTER INDICATING THE
 LEGAL SIGNATURE SHALL BE SUBMITTED TO THIS OFFICE FOR
 OUR RECORD. FAC 61G1-16.003, 61G1-16.004(5) AND FS
 481,2055.
  
 4. SHTS M-1.0, M-1.2, M-1.3 & M-1.4 PLUMBING NOTES:
 #2, 2-1/2" AND LESS 1/4" PER LINEAR FOOT SLOPE
 REQUIRED. TABLE 704.1.
 #5 FBC-2004 WITH 2007 AMENDMENTS IS THE CODE ADOPTED.
 THE SOUTH FLORIDA BUILDING CODE WAS FOR BROWARD AND
 DADE COUNTIES ONLY AND THE FLORIDA BUILDING CODE HAS
 BEEN IN EFFECT SINCE THE 2001 VERSION WHICH WENT INTO
 EFFECT ON MARCH 1, 2003.
 #8 AIR CHAMBERS ARE NOT APPROVED. PLEASE DELETE
 REFERENCE. SECTION 604.9.
  
 5. SHTS M-1.0, M-1.2, M-1.3 & M-1.4 NOTE STATES VTR'S
 SHALL MERGE TO ONE VTR BEFORE IT TERMINATES OFF THE
 ROOF. EXCEPT LAUNDRY VENT. PLEASE SHOW THE PIPING ON
 THE ISOMETRIC SANITARY RISER DIAGRAM. SHOW ALL PIPE
 SIZES OF VENTS. SECTIONS 106.1.1 & TABLE 916.1.
  
 6. SHTS M-1.0, M-1.2, M-1.3 & M-1.4 EXPLAIN THE FLOOR
 DRAIN FOR THE WATER HEATER. SECTION 106.1.2. A TRAP
 PRIMER MAY BE REQUIRED PER SECTION 1002.4.
  
 7. SHTS M-1.0, M-1.2, M-1.3 & M-1.4 WATER HEATER
 DETAIL. THE P/T DISCHARGE PIPE SHALL HAVE NOT TRAPPED
 SECTIONS AND SHALL HAVE AN AIR GAP OR AIR GAP FITTING
 IN THE SAME ROOM PER SECTION 504.6.1. PLEASE INDICATE
 HOW THE P/T LINE WILL BE RUN TO THE OUTSIDE FROM THE
 INTERIOR UNITS. SECTION 106.1.2.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & 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. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
  
Review Stop Z ZONING
Rev No 3 Status P Date 2009-07-24 Cont ID  
Sent By eschneid Date 2009-07-24 Time 14:22 Rev Time 0.25
Received By eschneid Date 2009-07-24 Time 14:22 Sent To  
Notes
2009-08-10 10:28:11LANDSCAPE PERMIT FOR BUILDING 9 AND SITE SUBMITTED ON
 AUG. 5, 2009.
2009-07-24 14:22:51PASSED W/PROVISO
  
 1) BUILDING 9 REQUIRES A SEPARATE LANDSCAPE AND
 IRRIGATION PERMITS BE SUBMITTED BY AUGUST 7, 2009. IF
 PERMITS ARE NOT SUBMITTED, THEN ZONING WILL ISSUE A
 HOLD ON FURTHER INSPECTIONS UNTIL SUCH TIME AS THE
 PERMITS ARE SUBMITTED.
  
 2) THE LANDSCAPE AND IRRIGATION REQUIRED BY 1 ABOVE
 SHALL BE INSTALLED AND HAVE FINAL INSPECTION APPROVAL
 PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY
 (C.O.) FOR THIS PERMIT.
  
 3) PLEASE NOTE THAT THE SITE WORK PERMIT, INCLUDING
 LANDSCAPE AND IRRIGATION, FOR THE ROADWAYS AND COMMON
 AREAS WITHIN OAKTON PRESERVE SHALL BE SUBMITTED TO THE
 CONSTRUCTION SERVICES DEPARTMENT BY AUGUST 7, 2009. IF
 PERMITS ARE NOT SUBMITTED, THEN ZONING WILL ISSUE A
 HOLD ON FURTHER INSPECTIONS UNTIL SUCH TIME AS THE
 PERMITS ARE SUBMITTED.
  
 4) THE SITE WORK, INCLUDING LANDSCAPE AND IRRIGATION,
 FOR THE ROADWAYS AND COMMONS AREAS REQUIRED BY 2 ABOVE
 SHALL BE INSTALLED AND HAVE FINAL INSPECTION APPROVAL
 PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY
 (C.O.) FOR THIS PERMIT.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1435.
  
Review Stop Z ZONING
Rev No 2 Status F Date 2009-05-27 Cont ID  
Sent By eschneid Date 2009-05-27 Time 16:57 Rev Time 0.75
Received By eschneid Date 2009-05-27 Time 16:57 Sent To  
Notes
2009-05-27 17:08:45FAILED
  
 1) PROVIDE VERIFICATION OF THE INSTALLATION OF THE
 WESTBOUND LEFT TURN LANE INTO THE PROJECT OR THAT THE
 OKECHOBEE BLVD. CONTRACTOR IS INSTALLING THE TURN LANE
 WITH THE WIDENING CONTRACT.
  
 2) THE SITE AND LANDSCAPE WORK FOR THIS BUILDING ARE
 REQUIRED AS PART OF THIS PERMIT OR AS A SEPARATE
 PERMIT. IF UNDER A SEPARATE PERMIT, THEN IT SHALL BE
 APPROVED PRIOR TO THE ZONING APPROVAL OF THE INDIVIDUAL
 MODEL. THE WORK SHALL BE COMPLETED PRIOR TO THE USE OF
 THE BUILDING AS A MODEL UNIT.
  
 3) FIVE PARKING SPACES, ONE OF WHICH SHALL BE ADA
 COMPLIANT, SHALL BE PROVIDED FOR THE MODEL DWELLING
 UNIT. THE DRIVEWAYS MAY BE USED TO MEET THIS
 REQUIREMENT, PROVIDED THAT ALL LANDSCAPE AND THE
 ACCESSIBLE AISLE BE INSTALLED. THE ROADWAY NETWORK TO
 THE PARKING SHALL ALSO BE IN PLACE (CONSTRUCTION SHALL
 HAVE ALL THE REQUIRED PERMITS).
  
 4) THE PLAT OF THE ENTIRE RESIDENTIAL TRACT, AS WELL AS
 SITE AND LANDSCAPE PLANS SHOWING THE LIMITS OF WORK ARE
 REQUIRED.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2008-12-30 Cont ID  
Sent By eschneid Date 2008-12-30 Time 17:15 Rev Time 0.50
Received By eschneid Date 2008-12-30 Time 17:15 Sent To I
Notes
2009-08-10 10:27:19LANDSCAPE PERMIT FOR BUILDING 9 AND SITE SUBMITTED ON
 AUG. 5, 2009.
2008-12-30 17:18:42FAILED
  
 1) THE PLATS FOR OAKTON COMMONS CPD AND OAKTON PRESERVE
 HAVE NOT BEEN RECORDED. THESE ARE REQUIRED PRIOR TO
 ISSUANCE OF BUILDING PERMITS FOR OAKTON PRESERVE.
  
 2) PROOF HAS NOT BEEN PROVIDED THAT ALL THE CONDITIONS
 FROM ORDINANCE NO. 4162-08 THAT PERTAIN TO THE OAKTON
 PRESERVE HAVE BEEN MET.
  
 3) SURVEY DRAWING DOES NOT SHOW FINAL APPROVED
 CONDITIONS.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1435.


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