Plan Review Notes
Plan Review Notes For Permit 04060887
Permit Number 04060887
Review Stop B
Sequence Number 1
Notes
Date Text
2004-07-19 00:00:00****CORRECTIONS****
  
 BLDG 1 - 04060859, 04060870, 04060872,
 04060874, 04060875, 04060878
  
 BLDG 2 - 04060879, 04060881, 04060883,
 04060884, 04060886
  
 BLDG 3 - 04060897, 04060896, 04060895,
 04060894, 04060893, 04060892
  
 BLDG 4 - 04060754, 04060721
  
 BLDG 5 - 04060887, 04060888, 04060889,
 04060890, 04060891
  
 BLDG 6 - 04060861, 04060863, 04060865,
 04060866
  
 BLDG 7 - 04060867, 04060868
  
 BLDG 8 - 04060856, 04060855
  
 BLDG 9 - 04060842, 04060786
  
 BLDG 10- 04060869, 04060871, 04060873
  
 BLDG 11- 04060880, 04060882
  
 BLDG 12 - 04060876, 04060877
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)A NOTICE OF COMMENCEMENT MUST BE
 FILED WITH THE CLERK OF COURTS BEFORE A
 PERMIT CAN BE ISSUED.
  
 2.)SEPARATE PERMITS REQUIRED FOR
 TRADES.
  
 3.)DECLARE A CONSTRUCTION TYPE. SHEET
 A1, CODE COMPLIANCE, REFERS TO BOTH
 TYPE IV UNPROTECTED AND TYPE IV 1 HR.
 THE PLANS MUST COMPLY WITH THE
 CONSTRUCTION TYPE DECLARED.
  
 4.)PROVIDE AREA CALCS FOR THE UNITS
 INCLUDING CONDITIONED AND UNCONDITIONED
 SPACE.
  
 5.)PROVIDE THE PRINTED NAME OF THE
 PERSON WHO PREPARED THE ENERGY CALCS.
 SIGN THE OWNER/AGENT LINE OF THE ENERGY
 CALCS.
  
 6.)THE JURISDICTION NUMBER FOR THE
 ENERGY CALCS IS 604700.FOR EACH
 UNIT TYPE, INCLUDE THE PERMIT NUMBERS.
  
 7.)FLORIDA STATE, LOCAL OR SITE
 SPECIFIC PRODUCT APPROVALS REQUIRED
 IN ADDITION TO THE TEST REPORTS.FAC9B72.
 WWW.FLORIDABUILDING.ORG
 PRODUCT APPROVALS NOT SUBMITTED PROPERLY
 BEFORE ISSUANCE WILL REQUIRE SEPARATE
 PERMITS FOR THOSE ITEMS.
  
 8.)FOR UNITS WHICH HAVE A NEGATIVE
 DESIGN PRESSURE OF -126.4 (S3.2), THIS
 EXCEEDS THE PRODUCT LIMITATION (SEE
 PRODUCT APPROVAL, WINDOW).
  
 9.) THE KD WINDOW PRODUCT APPROVALS ARE
 ILLEGIBLE.PROVIDE LEGIBLE COPIES
 SO THAT THEY CAN BE REVIEWED FOR CODE
 COMPLIANCE.PROVIDE WINDOW MULLION
 PRODUCT APPROVALS.
  
 10.) INDICATE WHICH ANCHORS ARE BEING
 USED FOR THE HURRICANE SHUTTERS;
 COMPLETE AN INSTALLATION SCHEDULE (SEE
 ATTACHED).
  
 11.) PROVIDE PRODUCT APPROVALS AND
 TEST REPORTS FOR THE SHINGLES AND FLAT
 TILE.MAY BE SUBMITTED WITH ROOF
 PERMIT APPLICATION.PLEASE NOTE ANY
 HEIGHT LIMITATION WHICH MAY BE ON THE
 SHINGLE PRODUCT APPROVAL.
  
 12.) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY BEFORE A PERMIT CAN BE
 ISSUED.THE PLANS MUST BE STAMPED AND
 THE RECEIPT ATTACHED TO THE APPLICATION.
 233-5025
  
 13.)PROVIDE A SOILS INVESTIGATION
 REPORT.
  
 14.)PROVIDE A SURVEY FOR THIS
 PROPERTY.
  
 15.)FOR ARCHITECTS, SEE FAC61G1-16.
 003, 004.THE PRINTED NAME OF THE
 PERSON SEALING THE PLAN IS TO BE ON
 EACH SHEET.THE SEAL IS TO BE LEGIBLE.
  
 16.)SHEET S1.2, ROOF FRAMING PLAN,
 SHOWS THE TRUSSES AS WOOD WHICH IS NOT
 CONSISTENT WITH OTHER NOTES AND DETAILS
 ON THE PLAN.
  
 17.)SHOW HOW THE STRUCTURAL INTEGRITY
 AND FIRE RESISTANCE OF THE 2 HR TENANT
 SEPARATION WALL WILL BE MAINTAINED WITH
 THE PENETRATION OF THE FLOOR SYSTEM.
 SHOW HOW THE WALL WILL MAINTAIN ITS
 STRUCTURAL INTEGRITY INDEPENDENT OF THE
 UNIT ON THE OPPOSITE SIDE OF THE WALL.
 FBC704.4.2.; SECTION 2-A5.INCLUDE
 THE SHEATHING WHEN SHOWING THE
 INDEPENDENCE OF THE STRUCTURAL
 INTEGRITY.
  
 18.)PROVIDE CALCULATIONS TO SHOW THAT
 SOFFIT VENTS COMPLY WITH FBC2309.7.
  
 19.)PROVIDE ATTIC ACCESS LOCATION.
  
 20.)TWO WALL SECTIONS HAVE BEEN
 PROVIDED (END UNIT EXTERIOR, SECTION
 BETWEEN UNITS 22 & 23).PLEASE PROVIDE
 A TYPICAL DETAIL FOR THE CONDITION
 WHICH OCCURS BETWEEN 20/21, 21/22, 23/24
 DUE TO ELEVATION CHANGES.ALSO SHOW
 FOR OTHER BUILDINGS WHERE THIS
 CONDITION APPLIES.
  
 21.)A 1X2 FIRESTOP IS SHOWN ON SECTION
 B-A4.THIS IS REQUIRED AT ALL FLOORS
 FBC705.3.
  
 22.)SECTION 3-A5, THE TENANT
 SEPARATION OPTION, HOW WILL THIS WALL
 SUPPORT THE STEEL TRUSSES?PLEASE ALSO
 REWORD THE SECTION; CURRENTLY STATES
 "OPTIONAL" BUT THE SEPARATION IS
 MANDATORY.I BELIEVE THIS SHOULD BE
 "OPTION".
  
 23.)SECTION 3-A5, PROVIDE MORE DETAIL
 SPECIFIC TO UL DESIGN U411.FOR
 INSTANCE, THE GYPSUM BOARD IS SHOWN
 DOUBLE GRAPHICALLY BUT SHOULD BE IN
 PRINT AS WELL, ALONG WITH THE ATTACHMENT
 REQUIRED BY UL411.
  
 24.)ROOF/CEILING ASSEMBLIES ARE TO BE
 OF NONCOMBUSTIBLE CONSTRUCTION IN TYPE
 IV PER FBC TABLE 600.NOTE E STATES
 THAT FIRE RETARDANT TREATED WOOD IS TO
 BE USED IN BUILDINGS NOT OVER TWO
 STORIES.PLEASE ADDRESS.
  
 25.)SECTION 1-A5 SHOWS FIRE RESISTANT
 PLYWOOD ON THE ENTIRE ROOF; 2-A5 APPEARS
 TO SHOW IT FOR 4' ONLY.
  
 26.)SPECIFY INSULATION ON THE
 WALL SECTIONS.
  
 27.)PROVIDE A BALCONY GUARDRAIL
 DETAIL; COMPLY WITH 1608.2.2 AND 1015.
  
 28.)YOU CANNOT GIVE CODE REFERENCES
 AS A SPECIFICATION (SUCH AS SECTION2-A6)
 FBC104.2.1.PROVIDE DETAILS AND VERBAGE
 IN COMPLIANCE WITH THE CODE SECTIONS.
 SHOW ATTACHMENT FOR THE HANDRAIL
 TO COMPLY WITH 1608.2.1.
  
 29.) 4-S2.3 SHOWS A GIRDER TRUSS WITH
 PLYWOOD; TYPE IV DOES NOT ALLOW
 COMBUSTIBLE/UNPROTECTED.OTHER DETAILS
 ALSO SHOW WOOD, WOOD CONNECTORS.
 IT APPEARS THAT THE STRUCTURALS SHOW
 WOOD, ARCHITECTURALS SHOW METAL TRUSSES.
 DETERMINE THE BUILDING TYPE AND
 MAKE ALL DETAILS CODE COMPLIANT.
  
 30.)THE CONNECTOR HUS210-2 IS A
 WOOD TO WOOD USED IN A WOOD TO MASONRY
 OR CONCRETE APPLICATION (ROOF FRAMING
 HOLD DOWN ANCHOR SCHEDULE, S1.2).
 PROVIDE ALLOWABLE UPLIFT FOR HETA20.
 FASTENING OF PA28 CONFLICTS WITH
 CATALOG.ADDRESS.
  
 31.)PROVIDE INFORMATION TO SHOW HOW
 THE HOLLOW CORE PLANK WILL HANDLE
 THE LINE LOAD OF THE CMU WALLS.
  
 32.) WINDOW BUCK TO GIVE FULL SUPPORT
 OF THE WINDOW, FBC1707.4.4.2 (A7).
  
 33.) S.01, PRE-ENGINEERED WOOD TRUSSES
 GIVE REFERENCE TO DESIGN CRITERIA FOR
 THE TRUSSES IN THE CONTRACT DOCUMENTS.
 PLEASE PROVIDE ON THE PLAN.
  
 34.) S1.2, ROOF UPLIFT SCHEDULE, ZONE
 3 IS TO COMPLY WITH CITY OF WEST PALM
 BEACH AMENDMENTS TO THE FBC, CHAPTER
 23 REVISED 2306.1.
  
 35.) WHEN RESUBMITTING, REPLACE ONLY
 SHEETS WHICH HAVE CHANGED.SUBMIT OLD
 SHEETS SEPARATELY.INCLUDE A
 TRANSMITTAL LETTER INDICATING HOW EACH
 ITEM WAS ADDRESSED.
  
 36.) GENERAL COMMENT; ON SOME OF THE
 PLANS SOME SHEETS WERE UNSEALED
 PHOTOCOPIES.FAC61G15-23.002 REQUIRES
 THAT ALL SETS ARE ORIGNAL SIGNED,
 SEALED AND DATED PLANS.DO NOT SUBMIT
 PHOTOCOPIES OF SEALED DOCUMENTS.
  
 37.) THE GARAGE JAMB DETAIL C-A6
 CONFLICTS WITH THE ATTACHMENT ON THE
 PRODUCT APPROVAL SUBMITTED.
  
 38.) PROVIDE FIRE SPRINKLER PLANS;
 FBC104.3.1.1, MINIMUM PLAN REVIEW
 CRITERIA, RESIDENTIAL, ITEM #3.
  
 39.) ON THE SITE PLAN, CLEARLY INDICATE
 THE DISTANCE FROM EACH BUILDING TO THE
 PROPERTY LINE, AS WELL AS THE PROPERTY
 LINE TO THE CENTER OF THE ROAD FOR
 REVIEW FOR TABLE 600 COMPLIANCE.THIS
 APPEARS FOR SOME BUILDINGS (FOR EXAMPLE,
 BUILDING #2) BUT NOT OTHERS.ALSO NOTE
 THE DISTANCE BETWEEN 6 AND 7.IT IS
 UNCLEAR AS TO THE DISTANCE TO THE
 PROPERTY LINE AND TO CENTERLINE OF THE
 STREET ON THE REAR OF BUILDING 11.
 BUILDING 10 DIMENSIONS ARE NOT LEGIBLE.
 PROVIDE THE DISTANCE BETWEEN BUILDING
 12 AND THE CABANA.IF NECESSARY TO
 SHOW TABLE 600 COMPLIANCE, PROVIDE
 AN ELEVATION OF THE CABANA (WEST SIDE).
  
 40.) INDICATE RISE AND RUN FOR THE
 ENTRY STAIRS.
  
 41.) ADDITIONAL FEES WILL BE DUE (VALUE
 ADJUSTMENT) AFTER CORRECT CONDITIONED
 AND UNCONDITIONED SQUARE FOOTAGE IS
 DETERMINED.
  
 42.) PROVIDE A FIREBLOCKING DETAIL FOR
 THE DROPPED SOFFIT FBC705.3.1.1 AND
 THE STAIR FBC2305.1.5 (A6).
  
 43.) SHEET S01, WOOD TRUSSES NOTE 2
 REFERS TO TPI-85.THE CORRECT
 REFERENCE IS TPI 95, FBC2319.17.2.
  
 44.) PROVIDE THE MEAN ROOF HEIGHT.
 BEFORE RESUBMITTAL CONFIRM THAT THE
 MEAN ROOF HEIGHT DOES NOT EXCEED THE
 PRODUCT LIMITATION, IF ANY, OF THE
 ROOF SHINGLE PRODUCT APPROVAL.
  
 45.)DUE TO THE SCOPE AND NATURE OF
 THE CONSTRUCTION, A RESIDENT INSPECTOR
 WILL BE REQUIRED.PLEASE CONTACT
 HAROLD PISKURA, 561-805-6711.
  
 46.)MASTER BATH WINDOWS ARE TO COMPLY
 WITH FBC2405.2.1(2) IF THEY ARE WITHIN
 36".PLEASE NOTE ON FLOOR PLAN.
  
 THE FOLLOWING COMMENTS APPLY TO
 BUILDINGS 7, 8, 11 IN ADDITION TO THE
 PREVIOUS COMMENTS.
  
 47.) THE SIDE ELEVATION DOES NOT
 COMPLY WITH TABLE 600 (TYPE
 IV, 10-20' IS LIMITED TO 20% OF
 OPENINGS).
  
 48.) PROVIDE PRODUCT INFORMATION FOR
 THE 4 HOUR BLOCK REFERENCED UL901, SHEET
 A6.SEE NOTE 1, THE CONCRETE BLOCK IS
 TO BEAR THE UL CLASS MARKING.PLEASE
 NOTE THAT THIS BLOCK IS NOT READILY
 AVAILABLE LOCALLY.
  
 49.) IT APPEARS THAT YOU ARE BUILDING
 ON AN EXISTING WALL.THIS WALL IS
 INDICATED ON B-A4 AS UL901.PROVIDE
 A PERMIT NUMBER AND PLANS SHOWING
 THE EXISTING WALL CONSTRUCTION. RE
 DETAIL 3-S2.4, SPECIFY EMBEDMENT INTO
 EXISTING WALL.
  
 50.)THE FOOTING CANNOT ENCROACH
 THE PROPERTY LINE.ADDRESS.
  
 51.)SHEET S3.9, BUILDING 11, REAR
 ELEVATION IS INCORRECTLY NOTED AS
 FRONT ELEVATION.
  
 52.)FOR BUILDING 10, PRODUCT APPROVALS
 FOR OUTSWING DOOR W/SIDELITES WAS
 SUBMITTED; CANNOT LOCATE THIS PRODUCT
 ON THE PLAN.
  
 THE FOLLOWING COMMENT APPLIES TO BLDG
 6 ONLY
  
 53.)SECTION 2-A5 SHOWS THE 3RD FLOOR
 HOLLOW CORE PLANKS AS NOT BEARING ON
 THE WALL.CLARIFY.
  
 THE FOLLOWING COMMENTS APPLIES TO UNIT
 36, BUILDING 10 ONLY
  
 54.)THE FIRST FLOOR DEN IS CONSIDERED
 A BEDROOM BY FBC CHAPTER 13 DEFINITIONS.
 PLEASE RELABEL THIS ROOM.
  
 55.)SHOW A FIREBLOCKING DETAIL BETWEEN
 ETIENNE AND MARSEILLE (OVERHANG
 ENCROACHES THE PROPERTY LINE).
  
 56.)PROVIDE A COPY OF THE PEDESTRIAN/
 UTILITY EASEMENT.PLEASE NOTE THAT
 PLAN REVIEW WILL INCLUDE CONFIRMING THAT
 THE PLANS CONFORM TO ALL OF THE
 REQUIREMENTS OF THE EASEMENT AND ZONING
 APPROVAL, INCLUDING ACCESS AND LIGHTING.
  
 57.)THE LEFT SIDE OF THE PLAN IS NOT
 READABLE BECAUSE OF THE WAY IT IS
 STAPLED.PLEASE ENSURE THAT ALL PLANS
 ARE ENTIRELY READABLE. (SEE SHEET U2)


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