Plan Review Notes
Plan Review Notes For Permit 08030236
Permit Number 08030236
Review Stop B
Sequence Number 1
Notes
Date Text
2008-04-10 13:38:53BUILDING PLAN REVIEW
 PERMIT: 08030236
 ADD: 928 28TH ST
 CONT: TIM GIVINS BUILDING
 TEL: (561) 533-5828
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1A)INFORMATIONAL: 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. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS,
 PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR
 SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL
 REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A
 THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN
 (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED
 FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 1C)INFORMATIONAL106.1.1* W.P.B. ADMINISTRATIVE
 CODE/2004 DRAWINGS & SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, AS TO
 THE QUALITY OF MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES. SUCH INFORMATION
 SHALL BE SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR
 ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 1D ) INFORMATIONAL FL S S 713.13NOTICE OF
 COMMENCEMENT, TO BE FILED WITH THE CLERK OF THE COURT.
 NOTE: 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT 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.
  
 1E)INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST
 TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
 THE 2004 FBC BUILDING WITH THE2007 SUPPLEMENTS.
 PLEASE PROVIDE ON YOUR PLANS
 THE 2007 SUPPLEMENTS.
  
 2) PLEASE CORRECT, THE PERMIT APPLICATION INDICATES BY
 ADDRESS AND PCN THIS WORK WILL BE COMPLETED ON LOT 14
 WHERE AS THE PLANS INDICATE LOT 10. SEE ALSO AREAL
 VIEWS INDICATE A STRUCTURE ON LOT 14 AND NO DEMO
 PERMITS. PLEASE MAKE CORRECTION ON THE PERMIT
 APPLICATION FOR THE ADDRESS AND LCORRECT PROPERTY
 CONTROLNUMBER. CONTACT LILY AT ADDRESSING FOR THE NEW
 ADDRESS FOR LOT# 10
 AT 822-1239.
  
 3)LANDSCAPE ARCHITECT MORIKOMI IS MISSING THEIR
 CERTIFICATE OF AUTHORIZATION.481.219 F.S. CERTIFICATE
 OF AUTHORIZATION.THE TITLE BLOCK FOR ANY SHEET
 BEARING THE NAME OF AN ARCHITECT PRACTICING UNDER A
 FICTITIOUS NAME, A CORPORATION, OR A PARTNERSHIP,
 OFFERING ARCHITECTURAL SERVICES, SHALL INCLUDE THE
 CERTIFICATE OF AUTHORIZATION NUMBER.ADD THE NUMBER TO
 EACH SHEET.
 THIS MAY BE ADDED BY HAND.
  
 4)1802.2.1 QUESTIONABLE SOIL. WHERE THE
 SAFE-SUSTAINING POWER OF THE SOIL IS IN DOUBT, OR WHERE
 A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
 CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE
 THAT THE NECESSARY INVESTIGATION BE MADE. SUCH
 INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF
 SECTIONS 1802.4 THROUGH 1802.6 .
  
 5)109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED 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 PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 6) 109.3.10.1 HURRICANE PROTECTION. IT SHALL BE
 UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED
 MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.
 AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE
 EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN
 SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY
 PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE
 CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24
 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
 SUBJECT TO A FINE NOT TO EXCEED $500.00.IN ADDITION
 TO THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
 SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO
 SECTION 113 OF THIS CHAPTER.
  
 7) SHEET A-1 PLEASEPROVIDE THE CODE INFORMATION
 DESIGNED TOO! SEE 1E.
  
 8) SHEET A-1 CORRECT THE BUILDING TYPE, PLANS INDICATE
 A TYPE IV WHICH IS HEAVY TIMBER PLEASE SEE TABLE 503
 AND 602.4.
  
 NOTE FOR THIS BUILDING REVIEW THIS BUILDING WILL BE
 REVIEWED TO THE MINIMUM BUILDING TYPE:
 2004 FBC W/ 2007 SUPPLEMENTS
 BUILDING TYPE: V-BF-1MAX OF 8,500 SQ FT.
  
 9) THE PLANS INDICATE THE BACK WALL WILL BE LOCATED 7.5
 FT. FROM THE PROPERTY LINE REQUIRING A 1 HR FIRE
 RATING, PLEASE PROVIDE HOW THIS SHALL BE ACCOMPLISHED.
 SEE TABLE 602.
  
 10) SHEET A-1 IN F OCCUPANCIES COMMON PATH OF TRAVEL IS
 LIMITED TO 50'. THE END UNITS 1 & 4 APPEAR TO BE OVER
 BY A PROXXIMATELY 2'-0". PLEASE SEE 1013.3 EXCEPTION#
 4.
  
 11)SHEET A-1 THE END UNITS 1 & 4 BOTH REQUIRING 2
 EXITS WILL ALSO NEED TO MAKE THE REAR EXIT COMPLY WITH
 11-4.1.3(8)(A)(II)ACCESSIBLE ENTRANCES MUST BE
 PROVIDED IN A NUMBER AT LEAST EQUIVALENT TO THE NUMBER
 OF EXITS REQUIRED BY THE APPLICABLE BUILDING/ FIRE
 CODES.THE REAR EXITS WILL NEED TO BE ACCESSIBLE NO
 DROPPED WALKWAY AND ACCESSIBLE TO THE PUBLIC WAY. (9)
 IN BUILDINGS OR FACILITIES, OR PORTIONS OF BUILDINGS OR
 FACILITIES, REQUIRED TO BE ACCESSIBLE, ACCESSIBLE MEANS
 OF EGRESS SHALL BE PROVIDED IN THE SAME NUMBER AS
 REQUIRED FOR EXITS BY LOCAL BUILDING/ FIRE SAFETY
 REGULATIONS.
  
 12) THE TWO INTERIOR UNITS THAT DO NOT HAVE ACCESSIBLE
 EXITS WILL INDICATE AS SUCH: 11-4.30.7.
  
 13) SHEET A-3 WALL SECTION- C, INDICATE ONE-HOUR RATED
 GYPSUM STEEL STUD WALL 3 1/2 INCH STUD @ 12" ON CENTER.
 PLEASE SEE TABLE 2508.1 EITHER GA-216 OR ASTM C 754 FOR
 NON-LOAD BEARING WALLS ,FOR STUD LIMITATIONS AND FOR
 MINIMUM LATERAL LOADING OF 5 LPSF.THE LIMITATION OF
 22'-6". THE WALL AT THE CENTER OF THE BUILDING IS
 APPROXIMATELY 26'-0" TALL THE EAVES 22'-0" TALL.
  
 14) PLEASE ALSO PROVIDE INFORMATION FOR A 1 HOUR FIRE
 RESISTANT FLEXIBLE SEALENT TO THE ROOF DECK. 708.4./
 713.1.
  
 15) SHEET A-1 DOES NOT INDICATE ANY EXIT SIGNS SHOW
 COMPLIANCE WITH 1006.3.1.
  
 16) SHEET A-3 INDICATES THE STEEL FRAME IS A PRE-FAB BY
 OTHERS, THERE IS NO ENGINEERED INFORMATION NOR PLANS
 SUBMITED WITH THIS PACKAGE. 1609..1.1 AND 1609.1.3.
  
 17)SHEET A-3 INDICATES EAVE TRIM BUT NO GUTTERS.
 1503.3.6 PROTECTION AGAINST DECAY & TERMITES.
 CONDENSATE LINES & ROOF DOWN SPOUTS SHALL DISCHARGE AT
 LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY
 UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS.
  
 18)MISSING WIND INFORMATION FOR DESIGN:
 1609.6.2 WIND DESIGN PROCEDURES
 1)THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION 1609.3. THE WIND SHALL BE
 ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION.
  
 2) AN IMPORTANCE FACTOR, IW, SHALL BE DETERMINED IN
 ACCORDANCE WTIH SECTION1609.5.
  
 3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4.
  
 4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.6.2.1(4)
  
 19) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE
 DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
 PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
 SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
 GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
 ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
 POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
 AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
 OF SSTD 12, ASTM E 1886 ANDASTM E 1996, OR MIAMI-DADE
 TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
 GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
 SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
 2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1
 M) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
 MISSILE TEST.
  
 20)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES,
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 A) EXTERIOR DOORS WITH GLAZED OPENINGS
 B) EXTERIOR HOLLOW MEETAL DOORS
 C) OVERHEAD OR COIL DOORS
 D) SIDING
 E) ROOFING ASSEMBLIES.
  
 21) PRODUCT APPROVALS SUBMITTED WITH PERMIT
 APPLICATION AFTER OCTOBER 1, 2003 ARE REQUIRED TO
 COMPLY WITH THE FLORIDA PRODUCT APPROVAL SYSTEM. FOR
 INFORMATION PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE
 APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER
 SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE APPROVAL,
 SUBMIT AN APPLICATION FOR LOCAL PRODUCT APPROVAL OR
 SITE SPECIFIC FORM PER RULE 9B-72. SEE ATTACHMENT.
 WWW.FLORIDABUILDING.ORG
  
 22) WPB ADMIN CODE 106.3* 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.
  
 23) NOTE CANVAS AWNINGS SHALL EQUIRE A SEPERATE
 PERMIT.
  
 24) PLEASE SEE CALCULATED VALUE OF PROJECT 4600 SQ FT X
 55.46= $ 255,116.00 ADDITIONAL FEES DUE.
  
 W P B ADMINISTRTIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL, AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
  
 108.3*BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED.FOR PERMITTINGPURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BYTHE INTERNATIONAL CODE
 CONGRESS.
  
 25)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.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.


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