Plan Review Notes
Plan Review Notes For Permit 09060170
Permit Number 09060170
Review Stop B
Sequence Number 1
Notes
Date Text
2009-06-22 13:34:18BUILDING PLAN REVIEW
 PERMIT: 09060170
 ADD: PALM BEACH LAKES BLVD
 CONT: DREAM BUILDERS
 TEL: (561)716-1291
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1A) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC
 BUILDING WITH 2009 SUPPLEMENTS.
  
 B) (2004 FBC) 106.1.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE &
 EXTENT OF THE WORK PROPOSED & SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, AND RULES AND REGULATIONS AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 (1) SITE PLAN IS MISSING REQUIREMENTS FOR THE
 HANDICAPPED PARKING AND ACCESS AISLE IN REGARDS TO
 CHANGE IN GRADE. PARKING SPACES AND ACCESS AISLES SHALL
 BE LEVEL WITH SURFACE
 SLOPES NOT EXCEEDING 1:50 (2 PERCENT) IN ALL DIRECTIONS
 (11-4.6.3).
  
 (2) SITE PLAN IS MISSING INFORMATION ON 11-4.29.5
 DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR AREAS. IF A
 WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE
 WALKING SURFACES ARE NOT
 SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN
 THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY
 BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS
 DETECTABLE
 WARNING WHICH IS 36 INCHES (915 MM) WIDE, COMPLYING
 WITH SECTION 11-4.29.2.
  
 (3) SITE PLAN DOES NOT INDICATE IF THERE IS A CURB CUT
 FOR A CURB RAMP MAY REQUIRE: 11-4.7 CURB RAMPS.
 11-4.7.1 LOCATION. CURB RAMPS COMPLYING WITH SECTION
 11-4.7 SHALL BE PROVIDED
 WHEREVER AN ACCESSIBLE ROUTE CROSSES A CURB.
  
 (4) 11-4. 1.2(5)(D) AT FACILITIES PROVIDING MEDICAL
 CARE AND OTHER SERVICES FOR PERSONS WITH MOBILITY
 IMPAIRMENTS, PARKING SPACES COMPLYING WITH SECTION
 11-4.6 SHALL BE PROVIDED IN
 ACCORDANCE WITH SECTION 11-4.1.2(5)(A) EXCEPT AS
 FOLLOWS:
 (I) OUTPATIENT UNITS AND FACILITIES: 10 PERCENT OF THE
 TOTAL NUMBER OF PARKING SPACES PROVIDED SERVING EACH
 SUCH OUTPATIENT UNIT OR FACILITY;
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME BECAUSE
 OF THE MISSING SITE PLAN, AS A RESULT OF THE ADDITIONAL
 INFORMATION REQUESTED ADDITIONAL COMMENTS MAY APPEAR
 THAT WERE NOT PART OF THIS REVIEW.
  
  
 2) BOTH SHEETS A0 & A1 BOTH INDICATE THIS BUILDING TO
 BE DESIGNED AS A TYPE 3-B CONSTRUCTION, PLEASE PROVIDE
 DOCUMENTATION FOR 2 HOUR EXTERIOR BEARING WALL (REAR
 WALL) AS REQUIRED BY TABLE 602. PROVIDE FROM THE BLOCK
 MANUFACTURER THE EQUIVALENT THICKNESS FOR A 2HR RATED
 CONCRETE BLOCK. SECTION 721.3.1 EQUIVALENT THICKNESS.
 TABLE 721.3.2.
  
 3) PLEASE ALSO REVIEW THE REQUIREMENTS OF TABLE 704.8
 FOR ALLOWABLE PERCEENTAGE OF UNPROTECTED OPENINGS.
 CURRENTLY THE PLANS INDICATE THE REAR WALL LINE AT
 5'-0". THE TABLE INDICATES FOR UNPROTECTED OPENINGS 3'
 TO 5'-0" OPENINGS ARE NOT PROMITTED. GREATER THAN 5'-0"
 TO 10'-0" TTHE AMOUNT WOULD BE 10% ALSO REVIEW FOOTNOTE
 "I". PLEASE UPDATE PLANS ACCORDINGLY.
  
 4) SHEET A1 DOOR #101B IS MISSING THE REQUIRED 18"
 LATCH SIDE. 11-4.13.6 MANEUVERING CLEARENCES AT DOORS.
 MINIMUM MANEUVERING CLEARANCES AT DOORS THAT ARE NOT
 AUTOMATIC OR POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED
 CLEARANCES SHALL BE CLEAR & LEVEL.
  
 5) SHEET A1 AND SHEET A4 DOOR SCHEDULE INDICATE THESE
 DOORS (116B, 118A, 120A, 121A, 124B, 125A & 129A) NOT
 IN COMPLIANCE WITH : 11-4.13.5 DOORWAY MIN CLEAR WIDTH
 . DOORWAYS SHALL HAVE A MINIMUM CLEAR WIDTH OF 32" WITH
 THE DOOR OPEN 90-DEGREES, MEASURED BETWEEN THE FACE OF
 THE DOOR AND OPPOSITE STOP.
  
 6) SHEET A1 DOOR# 120A AND DOOR# 121A WHEN REVISED TO
 EITHER A 34" OR 36" DOOR WILL NOT MEET THE REQUIREMENTS
 OF 1008.1.8.8 DURING ITS SWING, ANY DOOR IN A MEANS OF
 EGRESS SHALL LEAVE UNOBSTRUCTED AT LEAST ONE HALF OF
 THE REQUIRED WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY OR
 LANDING, NOR PROJECT MORE THAN 7 INCHES (178 MM) INTO
 THE REQUIRED WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY OR
 LANDING, WHEN FULLY OPEN.
  
 7) ROOM 118 X-RAY ROOM AND 124 CT SCAN ROOMS BOTH
 INDICATE THE USE OF LEAD LINED WALLS. PLEASE INDICATE
 COMPLIANCE WITH:
 435.5.1 SHIELDING. EACH X-RAY FACILITY SHALL HAVE
 PRIMARY AND SECONDARY PROTECTIVE BARRIERS AS NEEDED TO
 ASSURE THAT AN INDIVIDUAL WILL NOT RECEIVE A RADIATION
 DOSE IN EXCESS OF THE LIMITS SPECIFIED IN PART III OF
 CHAPTER 64 E-5, FLORIDA ADMINISTRATIVE CODE . CONTACT:
 TOM TOMCZAK (904) 278-5730
 705 ROSE RD SUITE# 300
 ORANGE PARK, FL 32073
  
 435.5.1.1
 STRUCTURAL SHIELDING IN WALLS AND OTHER VERTICAL
 BARRIERS REQUIRED FOR PERSONNEL PROTECTION SHALL EXTEND
 WITHOUT BREACH FROM THE FLOOR TO A HEIGHT OF AT LEAST 7
 FEET (2.1 M).
 435.5.1.2
 DOORS, DOOR FRAMES, WINDOWS AND WINDOW FRAMES SHALL
 HAVE THE SAME LEAD EQUIVALENT SHIELDING AS THAT
 REQUIRED IN THE WALL OR OTHER BARRIER IN WHICH THEY ARE
 INSTALLED.
 435.5.1.3 PLEASE NOTE A-4 DOOR# 116B IS INDICATED AS A
 D3 ALUMINUM DOUBLE DOOR, GLASS.
 PRIOR TO CONSTRUCTION, THE FLOOR PLANS AND EQUIPMENT
 ARRANGEMENT OF ALL NEW INSTALLATIONS, OR MODIFICATIONS
 OF EXISTING INSTALLATIONS, UTILIZING X-RAY ENERGIES OF
 200 KEV AND ABOVE FOR DIAGNOSTIC OR THERAPEUTIC
 PURPOSES SHALL BE SUBMITTED TO THE DEPARTMENT OF HEALTH
 FOR REVIEW AND APPROVAL. IN COMPUTATION OF PROTECTIVE
 BARRIER REQUIREMENTS, THE MAXIMUM ANTICIPATED WORKLOAD,
 USE FACTORS, OCCUPANCY FACTORS AND THE POTENTIAL FOR
 RADIATION EXPOSURE FROM OTHER SOURCES SHALL BE TAKEN
 INTO CONSIDERATION.
 435.5.1.3.1
 THE PLANS SHALL SHOW, AS A MINIMUM, THE FOLLOWING:
 435.5.1.3.1.1 THE NORMAL LOCATION OF THE X-RAY SYSTEM?S
 RADIATION PORT; THE PORT?S TRAVEL AND TRAVERSE LIMITS;
 GENERAL DIRECTION OF THE USEFUL BEAM; LOCATIONS OF ANY
 WINDOWS AND DOORS; THE LOCATION OF THE OPERATOR?S
 BOOTH; AND THE LOCATION OF THE X-RAY CONTROL PANEL.
 435.5.1.3.1.2 THE STRUCTURAL COMPOSITION AND THICKNESS
 OR LEAD EQUIVALENT OF ALL WALLS, DOORS, PARTITIONS,
 FLOOR AND CEILING OF THE ROOM CONCERNED. 435.5.1.3.1.3
 THE DIMENSIONS OF THE ROOM CONCERNED. 435.5.1.3.1.4 THE
 TYPE OF OCCUPANCY OF ALL ADJACENT AREAS INCLUSIVE OF
 SPACE ABOVE AND BELOW THE ROOM CONCERNED. IF THERE IS
 AN EXTERIOR WALL, THE DISTANCE TO THE CLOSEST AREA
 WHERE IT IS LIKELY THAT INDIVIDUALS MAY BE PRESENT.
 435.5.1.3.1.5 THE MAKE AND MODEL OF THE X-RAY EQUIPMENT
 AND THE MAXIMUM TECHNIQUE FACTORS.
 435.5.1.3.1.6 THE TYPE OF EXAMINATIONS OR TREATMENTS
 WHICH WILL BE PERFORMED WITH THE EQUIPMENT.
  
 8) SHEET A1 INDICATES WHAT APPEARS TO BE A BLOCK WALL
 SEPERATING THE TO TENANTS. 708.1(7) REQUIRES THIS TO BE
 A FIRE RATED PARTITION. 708.3 REQUIRES IT TO BE A 1 HR
 FIRE RATED PARTITION.PLEASE INDICATE AS SUCH AND ALSO
 PROVIDE CONTINUITY TO THE ROOF DECK ABOVE. 708.4
 CONTINUITY. FIRE PARTITIONS SHALL EXTEND FROM THE TOP
 OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO
 THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR
 DECK ABOVE OR TO THE FIRE-RESISTANCE-RATED
 FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE, AND SHALL
 BE SECURELY ATTACHED THERETO. IF THE PARTITIONS ARE NOT
 CONTINUOUS TO THE SHEATHING, DECK OR SLAB, AND WHERE
 CONSTRUCTED OF COMBUSTIBLE CONSTRUCTION, THE SPACE
 BETWEEN THE CEILING AND THE SHEATHING, DECK OR SLAB
 ABOVE SHALL BE FIREBLOCKED OR DRAFTSTOPPED IN
 ACCORDANCE WITH SECTIONS 717.2 AND 717.3 AT THE
 PARTITION LINE.
  
  
 9) SHEET A-2 INDICATES THE USE OF A FIXED LADDER,PLEASE
 PROVIDE MANUFACTURERS SPEC IN COMPLIANCE WITH:
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
  
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
  
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
  
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN 6
 INCHES (152 MM) DEEP.
  
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
  
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
  
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS (488.2 KG/M2) PER SQUARE FOOT.
  
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS.
  
 10) SHEET A-3 SECTION -2 IS A DETAIL FOR SCUPPERS, SIZE
 NOT PROVIDED, 1503.4.2.THE SCUPPER SHALL BE LOCATED AS
 DETERMINED BY THE SLOPE AND THE CONTRIBUTING AREA OF
 THE ROOF.
  
 11) THE ELEVATION (A-2) INDICATE 7 SCUPPERS BUT ONLY 6
 OVERFLOWS. 1503.4.3 OVERFLOW SCUPPERS. WHEN OTHER MEANS
 OF DRAINAGE OF OVERFLOW WATER IS NOT PROVIDED, OVERFLOW
 SCUPPERS SHALL BE PLACED IN WALLS OR PARAPETS NOT LESS
 THAN 2 INCHES (51 MM) NOR MORE THAN 4 INCHES (102 MM)
 ABOVE THE FINISHED ROOF COVERING AND SHALL BE LOCATED
 AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL LEADERS OR
 DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. AN OVERFLOW
 SCUPPER SHALL BE SIZED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, PLUMBING .
  
 12) A/C CURB DETAIL FOR DOWN UNITS, SHEET A4 INDICATES
 THE USE OF 2 2X PT NAILERS TO THE METAL B-DECKING, THE
 A-4 INDICATES THE FASTENERS AS APPROVED FASTENERS AT 6
 INCHES ON CENTER, S-DOES NOT PROVIDE THE ATTACHMENT
 INFORMATION WHEREAS M-2 INDICATES TTHE CURB TO BE
 ATTACHED BY WELDING TO ANGLE IRON, PLEASE CORRDINATE
 PLANS, 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 13) ROOFTOP EQUIPMENT WILL NEED TO MEET WIND LOADING AS
 REQUIRED BY CHAPTER 1609 FBC. 301.13 FBC MECHANICAL.
 WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST WIND PRESSURES ON THE EQUIPMENT AND
 THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE
 FLORIDA BUILDING CODE, BUILDING.
  
 14) DISCREPANCY BETWEEN S01 AND S1 FOR FOUNDATIONS. S01
 INDICATES THE MINIMUM FOUNDATION VALUES TO BE 3000PSF
 WHEREAS S1 INDICATES A 2500 PSF. S1 ALSO INDICATES A
 SOILS TEST WAS COMPLETED OCT 4,2005 JOB# 05-21-5749.
 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 . PLEASE PROVIDE ORIGINALS OF SIGNED AND
 SEALED SOILS REPORTS, NOT COPIES.
  
 15) PRODUCT APPROVALS:
  
 15A) PGT/ PW- 701AL FIXED WINDOW NOA 08-1112.10
 THIS NOA IS FOR SINGLE FIXED FRAME WITH EITHER A
 INTEGRAL FIN FRAME OR FLANGED FIN FRAME. THIS NOA DOES
 NOT INDICATE THE USE OF MULLIONS AAS REQUIRED FOR
 WINDOW UNITS W-2 & W-3.
  
 1714.5.5.1 MULLIONS. MULLIONS OR MULLED FENESTRATION
 ASSEMBLIES SHALL BE TESTED BY AN APPROVED TESTING
 LABORATORY IN ACCORDANCE WITH EITHER AAMA 450, ASTM E
 330, OR TAS 202 (HVHZ SHALL COMPLY WITH TAS 202), OR
 SHALL BE ENGINEERED IN ACCORDANCE WITH AAMA 450 USING
 ACCEPTED ENGINEERING PRACTICE. MULLIONS TESTED AS
 STAND-ALONE UNITS OR QUALIFIED BY ENGINEERING SHALL USE
 PERFORMANCE CRITERIA CITED IN SECTIONS 1714.5.5.2,
 1714.5.5.3 AND 1714.5.5.4. MULLIONS QUALIFIED BY AN
 ACTUAL TEST OF AN ENTIRE ASSEMBLY SHALL COMPLY WITH
 SECTION 1714.5.5.4, EXCEPT THAT MULLIONS IN ASSEMBLIES
 REQUIRING A DEFLECTION LIMITATION, AS DEFINED IN
 AAMA/WDMA/CSA 101/I.S.2/A440, SHALL MEET SECTIONS
 1714.5.5.2 AND 1714.5.5.3. PRODUCTS NOT INCLUDED WITHIN
 THE SCOPE OF SECTION 1714.5.5.1 SHALL COMPLY WITH
 SECTIONS 1714.5.5.3 AND 1714.5.5.4.
  
 1714.5.5.2 LOAD TRANSFER. MULLIONS SHALL BE DESIGNED TO
 TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE
 WINDOW AND DOOR ASSEMBLIES TO THE ROUGH OPENING
 SUBSTRATE.
  
 15B) ROOF TILE 2 ROOF TILE PRODUCT APPROVALS WERE
 SUBMITTED. ONLY ONE CAN BE SUBMITTED SINCE ONLY ONE CAN
 BE INSTALLED ON THE PROJECT. PLEASE ALSO CIRCLE THE
 TYPE OF ATTACHMENT SO THE MOMMENT OF UPLIFT FORTHE
 FASTENER CAN BE VERIFIED.
  
 15C) ROOF FLAT DECK, NO PRODUCT APPROVAL WAS SUBMITTED
 FORTHIS PROJECT. PLEASE IDENTIFY WHICH SUB-SYSTEM WILL
 BE INSTALLED ON THIS BUILDING. PLEASE NOTE THAT THE
 TYPE OF INSULATION TO BE INSTALLED WILL ALSO HAVE TO
 MEET THE REQUIREMENTS OF THE ENERGY CODE AND INPUT DATA
 REPORT OF 30.3.
  
 15D) EXTERIOR METAL DOOR, NO PRODUCT APPROVAL WAS
 SUBMITTED FOR THE D2 TYPE DOOR. 106.3 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.
  
 16) THE ENERGY INPUT DATA REPORT FOR FLOOR SYSTEMS A
 5.73 R-VALUE ALSO WAS TAKEN FOR FLOORING WITH CARPET
 AND RUBBER PADDING. PLEASE PROVIDE FLOOR FINISHES
 WITHIN THE PLANS SO THE INPUT DATA REPORT CAN BE
 VERIFIED. CARPET AND PADDING TO BE IN THE CONVENIENCE
 STORE?
  
 17) 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.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 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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