Plan Review Details - Permit 06110710
Plan Review Stops For Permit 06110710
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-01-24 Cont ID  
Sent By mjacobs Date 2007-01-24 Time 11:00 Rev Time 0.00
Received By mjacobs Date 2007-01-23 Time 17:26 Sent To  
Notes
2007-01-23 18:54:56BUILDING PLAN REVIEW
 PERMIT:
 ADD:
 CONT:
 TEL: (561)###-####
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
  
 2) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
 THE COURT.NOTE: 713.13(2) IF THE WORK DESCRIBED IN
 THE NOTICE OFCOMMENCEMENT IS NOT ACTUALLYCOMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING THEREOF, SUCH NOTICE
 IS NULL & VOID. NOTE: 713.13(6)THE POSTING OF THE
 NOTICE OF COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE
 THE FIRST INSPECTION.
  
 3)2004 FL. BLD CODE 1603.1.4 THE
 FOLLOWING INFORMATION RELATED TO WIND
 SHALL BE SHOWN ON THE CONSTRUCTION
 DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 4) 106.3.3* PRODUCT APPROVALS- 2004
 THOSE PRODUCTS THAT ARE RGULATED BY DCA
 RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITTING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
  
 5 ) 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE
 APPLICABLE PROPERTY OWNER.THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION
 MATERIALS. NEW CONSTRUCTION ACTIVITY
 SHALL NOT ADVERSELY IMPACT HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING
 ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
  
 6)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 7)R807.1 ATTIC ACCESS .
 IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF
 CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED
 TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 )
 AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR
 GREATER.
 THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22
 INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE
 LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE
 LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED
 HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME
 POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3
 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS
 LOCATED IN ATTICS.
  
 8)R313.1 SMOKE ALARMS.
 SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING
 LOCATIONS:
 1.IN EACH SLEEPING ROOM.
 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE
 IMMEDIATE VICINITY OF THE BEDROOMS.
 3.ON EACH ADDITIONAL STORY OF THE DWELLING,
 INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND
 UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS
 WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR
 BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON
 THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER
 LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE
 FULL STORY BELOW THE UPPER LEVEL.
 WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE
 INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM
 DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT
 THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE
 ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE
 CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE
 LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL SMOKE
 ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH
 THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE
 WARNING EQUIPMENT PROVISIONS OF NFPA 72.
  
 9)R802.1.6.1 TRUSS DESIGN DRAWINGS, PREPARED IN
 CONFORMANCE WITH SECTION R802.1.6.1, SHALL BE PROVIDED
 TO THE BUILDING OFFICIAL AND APPROVED PRIOR TO
 INSTALLATION.
  
 10)R802.1.6.2 THE TRUSS DESIGN DRAWINGS SHALL BE
 PREPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY
 THE STATUTES OF THE JURISDISTION IN WHICH THE PROJECT
 IS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION R106.1
  
 11)106.1THE CONSTRUCTION DOCUMENTS SHALL BE
 PREPARED BY A DESIGN PROFESSIONAL WHERE REQUIRED BY THE
 STATUTES. WHERE SPECIAL CONDITIONS EXIST, THE BUILDING
 OFFICIAL IS AUTHORIZED TO REQUIRE ADDITIONAL
 CONSTRUCTION DOCUMENTS TO BE PREPARED BY A DESIGN
 PROFESSIONAL.
  
 12)THE SWUARE FOOTAGE ON THE APPLICATION SHOWS A 20'
 X 12' AREA. THE DRAWINGS HAVE A 24' X 25' AREA. WHAT IS
 THE CORRECT DIMENTION?
  
 13)THE FOUNDATION DETAIL ON SHEET 1 DOES NOT SHOW THE
 COLUMN AT THE EXTERIOR DOOR. SEE SHEET 2.CLARIFY.
  
 14)SHOW AN ELEVATION OF THE AREA WHERE THE WALL WILL
 BE REMOVED, AND HOW WILL IT BE RECONSTRUCTED WITH THE
 HEADDER DETAIL .HOW IS IT THAT THIS SECTION OF THE
 EXTERIOR WALL WHICH IS SUPPORTING THE ROOF IS A NON
 BEARING WALL?
  
 15)R401.2 FOUNDATION CONSTRUCTION SHALL BE CAPABLE
 OF ACCOMMODATING ALL LOADS ACCORDING TO SECTION R301
 AND OF TRANSMITTING THE RESULTING LOADS TO THE
 SUPPORTING SOIL . FILL SOILS THAT SUPPORT FOOTINGS AND
 FOUNDATIONS SHALL BE DESIGNED, INSTALLED AND TESTED IN
 ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. GRAVEL
 FILL USED AS FOOTINGS FOR WOOD AND PRECAST CONCRETE
 FOUNDATIONS SHALL COMPLY WITH SECTION R403 .
  
 16)DOES THE EXISTING STRUCTURE HAVE ANY OPENINGS
 WHERE THE NEW ADDITION WILL BE CONSTRUCTED? IF SO SHOW
 THESE OPENINGS ON THE PLANS AND STATE IF THESE OPENINGS
 WILL BE CLOSED OFF.
  
 17)R401.3 DRAINAGE.
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS
 TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO
 DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE
 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM
 OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048
 MM).
  
 18)WILL THERE BE TWO DIFFERENT TYPES OF FOOTINGS
 POURED AT THIS LOCATION? THE PLANS SHOWS A 20" X 18"
 MONOLITHIC FOOTING AND A 20" X 12" STEMWALL FOOTING.
 WHICH ONE WILL BE USED? SHOW HOW THE NEW SLAB WILL TIE
 INTO THE EXISTING.
  
 19)R301.2.1.2 WINDOWS IN BUILDINGS LOCATED IN
 WIND-BORNE DEBRIS REGIONS SHALL HAVE GLAZED OPENINGS
 PROTECTED FROM WIND-BORNE DEBRIS. GLAZED OPENING
 PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE
 REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996
 AND OF ASTM E1886 ETC.
  
 MYRON JACOBS
 BUILDING PLAN REVIEWER
 805-6726
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-12-06 Cont ID  
Sent By btrobaug Date 2006-12-06 Time 13:51 Rev Time 0.50
Received By btrobaug Date 2006-12-06 Time 13:24 Sent To P
Notes
2006-12-06 14:01:47 
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW
  
 1} SMOKE DETECTORS MUST BE INSTALLED TO COMPLY WITH
 R313.1 RESIDENTIAL FLORIDA BUILDING CODE.
  
 2} RECEPTACLE SPACING 210.52(C) COUNTERTOPS. IN
 KITCHENS AND DINING ROOMS OF DWELLING UNITS, RECEPTACLE
 OUTLETS FOR COUNTER SPACES SHALL BE INSTALLED IN
 ACCORDANCE WITH 210.52(C)(1) THROUGH (5).
 (1) WALL COUNTER SPACES. A RECEPTACLE OUTLET SHALL BE
 INSTALLED AT EACH WALL COUNTER SPACE THAT IS 300 MM (12
 IN.) OR WIDER. RECEPTACLE OUTLETS SHALL BE INSTALLED SO
 THAT NO POINT ALONG THE WALL LINE IS MORE THAN 600 MM
 (24 IN.) MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET
 IN THAT SPACE.
  
 3} 210.8)A)(6) GFI REQUIRED, KITCHENS ? WHERE THE
 RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP
 SURFACES.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-12-06 Cont ID  
Sent By adarroug Date 2006-12-06 Time 10:02 Rev Time 0.00
Received By adarroug Date 2006-12-06 Time 10:02 Sent To E
Notes
2006-12-06 10:02:43TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2007-01-24 Time   Rev Time 0.00
Received By adarroug Date 2006-11-27 Time 16:16 Sent To  
Notes
2006-11-27 16:16:59TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-12-11 Cont ID  
Sent By tgordon Date 2006-12-11 Time 16:24 Rev Time 0.25
Received By tgordon Date 2006-12-11 Time 16:24 Sent To B
Notes
2006-12-11 16:28:13*** DENIED ***
 1) NO MECHANICAL PLANS WERE SUBMITTED FOR
 REVIEW. PLEASE SUBMIT MECHANICAL PLANS
 FOR REVIEW, PER 2004 FBC WPB AMEND. 106.3.5.4 (10).
  
 2) PLEASE SUBMIT ENERGY CALCULATIONS, PER 2004 FBC
 13-600.2.A.3.1.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
  
 CUSTOMER CALLED AND STATED NO MECH. WORK WAS TO BE DONE
 6-8-07TG.
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-12-09 Cont ID  
Sent By jleech Date 2006-12-09 Time 14:28 Rev Time 0.00
Received By jleech Date 2006-12-09 Time 14:28 Sent To M
Notes
2006-12-09 14:33:56DENIED;
 RISER DIAGRAM DOES NOT MATCH FLOOR PLAN;
 1. ONLY ONE WATER CLOSET SHOWN ON FLOOR PLAN 2 SHOWN ON
 RISER DIAGRAM.
 2. ONLY ONE LAV, 2 SHOWN ON RISER DIAGRAM.
 3. NO SHOWER ON FLOOR PLAN BUT SHOWN ON RISER DIAGRAM.
 PLEASE REVISE RISER DIAGRAM TO MATCH FLOOR PLAN.
 JOHN LEECH
 805-6695
Review Stop Z ZONING
Rev No 1 Status F Date 2006-12-03 Cont ID  
Sent By mmclean Date 2006-12-03 Time 23:36 Rev Time 0.00
Received By mmclean Date 2006-12-03 Time 23:36 Sent To I
Notes
2006-12-03 23:38:27DENIED.
 1. PLEASE SUBMIT TWO COPIES OF CURRENT SURVEYS SHOWING
 THE PROPOSED WORK WITH SETBACKS FROM PROPERTY LINE.
  
 MICHELLE MCLEAN
 ZONING TECHNICIAN
 805-6720


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