Plan Review Notes
Plan Review Notes For Permit 07090034
Permit Number 07090034
Review Stop B
Sequence Number 1
Notes
Date Text
2007-10-15 17:05:09BUILDING PLAN REVIEW
 PERMIT: 07090034
 ADD: 314 10TH ST
 CONT: KENNEDY CONTRACTORS, INC
 TEL: (561)434-1300
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1A)--- 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 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)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 DOCUMENTSWEST PALM BEACH
 ADMINISTRATIVE CODE.
  
 1C) 106.1.1* 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 ) 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 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.
  
 1E) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE2007 REVISIONS.
  
 2)110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION
 THAT IS REQUIRED FOR RECORD KEEPING & FOR CERTIFICATE
 OF OCCUPANCY:
 A) THE EDITION OF THE CODE UNDER WHICH THE PROJECT
 IS DESIGNED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE
 PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED INTABLE 503
 & TABLE 601.
 D) THE OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM ISPROVIDED
 F) WHETHER THE SPRINKLER SYSTEM IS REQUIRED.
 G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE
 BUILDING PERMIT
 .H ) SQ. FT. FOOTPRINT
  
 3) 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 .
  
 4) SP-1 PLEASE PROVIDE ADDITIONAL INFORMATION AS HOW
 THE ACCESSIBLE ROUTE FROM THE HANDICAPPED PARKING SPACE
 AT ELEVATION 13.5?TO THE FINISH FLOOR ELEVATION OF
 14.0?.
 11-4.3.2(3). SHEET S-1 DETAIL# 7 IS NOT CLEAR IF THERE
 IS A
  
 5) AREAS OF RESCUE ASSISTANCE ARE REQUIRED IN 2 STORY
 BUILDINGS NOT HAVING FIRE SPRINKLERS, PLEASE SEE
 11-4.1.3 EXCEPTION# 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/LIFE SAFETY REGULATIONS. WHERE A REQUIRED EXIT
 FROM AN OCCUPIABLE LEVEL ABOVE OR BELOW A LEVEL OF
 ACCESSIBLE EXIT DISCHARGE IS NOT ACCESSIBLE, AN AREA OF
 RESCUE ASSISTANCE SHALL BE PROVIDED ON EACH SUCH LEVEL
 (IN A NUMBER EQUAL TO THAT OF INACCESSIBLE REQUIRED
 EXITS).AREAS OF RESCUE ASSISTANCE SHALL COMPLY WITH
 SECTION 11-4.3.11 . A HORIZONTAL EXIT, MEETING THE
 REQUIREMENTS OF LOCAL BUILDING/LIFE SAFETY REGULATIONS,
 SHALL SATISFY THE REQUIREMENT FOR AN AREA OF RESCUE
 ASSISTANCE.
 EXCEPTION: AREAS OF RESCUE ASSISTANCE ARE NOT REQUIRED
 IN BUILDINGS OR FACILITIES HAVING A SUPERVISED
 AUTOMATIC SPRINKLER SYSTEM.
  
 6) SHEET A-01 PLANS INDICATE A SECOND FLOOR, THERE IS
 NO MENTION OF THE USE OF FIRE SPRINKLERS FOR THIS
 BUILDING. PLEASE SEE 11-4.3.11 (1-5) THESE REQUIREMENTS
 ARE TO BE MET FORAREAS OF RESCUE ASSISTANCE, PLEASE
 PROVIDE INFORMATION FOR COMPLIANCE WITH THESE SECTIONS.
  
  
 7) SHEET A-01 & A-04 INDICATE STAIRWELL# 1, THE DETAILS
 DO NOT PROVIDE INFORMATION FOR BARRIERS TO WARN
 VISUALLY IMPAIRED PERSONS SEE 11-4.4.2 & FIGURE 8-C1.
 THE EXTERIOR STAIRS WILL NEED THE SAME BARRIER FOR THE
 VISUALLY IMPAIRED.
  
 8) SHEET A-04 STAIR# 1 SECTION OF GUARDRAIL/ HANDRAIL
 .THIS IS AN OFFICE OCCUPANCY THAT WILL NEED TO HAVE THE
 GUARDRAIL CONFORM TO SECTION 1012.3. 4? CENTERS.
  
 9) SHEET A-04 DETAIL# 3 IS FOR A 1-HR RATED WALL,
 PLEASE PROVIDE THE UL NUMBER OR GYPSUM
 ASSOCIATION LISTING NUMBER FOR A 1 HOUR RATED ASSEMBLY.
 707.4.
  
 10)SHEET A-01 THE FIRST FLOOR LOBBY WILL REQUIRE A
 1-HR RATING. THIS BUILDING DOES NOT INDICATE THE USE OF
 FIRE SPRINKLERS, PLEASE SEE TABLE 1016.1 BUSINESS
 OCCUPANCY CORRIDORS SERVING A OCCUPANT LOAD GREATER
 THAN 30 WILL REQUIRE A 1 HR RATING.
  
 11) SHEET A-01 THERE IS NO WALL TAGS IDENTIFYING THE
 TYPE OF WALL CONFIGURATION TO BE USED.
 106.1.2 ADDITIONAL INFORMATION REQUIRED. ELEVATOR PUMP
 ROOM, ELEVATOR, STAIRWELL, LOBBY AND OR TENANT
 SEPARATION WALLS.
  
 12) SHEET A-4 STAIRWELL NUMBER 1 DOES NOT PROVIDE A CUT
 SECTION THROUGH THE CEILING PROVIDING WHAT TYPE OF
 MATERIAL AND OR RATING WILL BE APPLIED TO THE CEILING
 OF THE STAIRWELL. ADDITIONAL INFORMATION REQUIRED,
 106.1.2.
  
 13) SHEET A-01 DOOR NUMBER 6 & 7 WILL REQUIRE FIRE
 RATED DOORS, PLEASE SEE 715.3 FOR OPENING
 PROTECTIVE?S.
  
 14)SHEET A-01 & A-03 INDICATE THE USE OF EXTERIOR
 STAIRS. PLEASE SEE 1022.6 FOR REQUIRED SEPARATION FROM
 THE INTERIOR OF THE BUILDING AS REQUIRED IN 1019.1,
 ALSO SEE ATTACHED FIGURE 1022.6(1) FROM THE 2004 FBC
 CODE COMMENTARY.
  
 15) SHEET A-01 & A-03 STAIR # 2 DOES NOT PROVIDE THE
 RISERNOR TREAD DIMENSION, SEE 1009.3.
  
 16) STAIR# 2 DOES NOT PROVIDE INFORMATION ON THE
 HANDRAIL OR GUARDRAIL FOR THIS EXTERIOR STAIR, NOTED
 THIS IS A PRE-FAB ENGINEERED STEEL STAIR, AGAIN THERE
 IS NO INFORMATION FOR ATTACHMENT OF STAIRS TO
 STRUCTURE. ADDITIONAL INFORMATION REQUIRED. 106.1.2.
  
 17)SHEET A-01 ON THE 2ND FLOOR THE PLANS INDICATE THE
 USE OF A BREAK ROOM SINK, THE PLANS DO NOT PROVIDE AN
 ELEVATION OF THIS AREA PLEASE COMPLY WITH THE
 FOLLOWING:
 SINKS:11-4.24.2 SINKS, HEIGHT. SINKS SHALL BE MOUNTED
 WITH THE COUNTER NO HIGHER THAN 34" ABOVE THE FINISH
 FLOOR.
 11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH
 30" WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH
 SINKS.
 11-4.24.5 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE AT
 LEAST 30 INCHES BY 48 INCHES (760 MM BY 1219 MM)
 COMPLYING WITH SECTION 11-4.2.4 SHALL BE PROVIDED IN
 FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR
 FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL
 EXTEND A MAXIMUM OF 19 INCHES (485 MM) UNDERNEATH THE
 SINK.
  
 18) PLANS DO NOT PROVIDE ANY INFORMATION ON
 PENETRATIONS OF HORIZONTAL ASSEMBLIES,
 711.5 PENETRATIONS .PENETRATIONS THROUGH
 FIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES SHALL
 COMPLY WITH SECTION 712 . 712.4.1.1
 FIRE-RESISTANCE-RATED ASSEMBLIES.
 PENETRATIONS SHALL BE INSTALLED AS TESTED IN AN
 APPROVED FIRE-RESISTANCE-RATED ASSEMBLY.
 PLEASE PROVIDE DETAILS FOR PENETRATIONS THROUGH THE
 FLOOR/ CEILING ASSEMBLY.
  
  
  
 19)ENERGY CALCULATIONS SUBMITTED ARE FORM ?A? WHOLE
 BUILDING METHOD WHERE AS THE FIRST FLOOR IS ONLY
 ASSUMPTIONS AT THIS TIME, THE CORRECT FORM WOULD BE
 EITHER ?B? OR ?C?.
 13-400.0A. NOTE NO INSULATION IS INDICATED ON THE FIRST
 FLOOR EXTERIOR WALLS, THE WHOLE BUILDING APPROACH ,
 METHOD ?A? CAN NOT BE USED.
  
 20) THE SEALED SIGNATURE ON THE ENERGY CALCULATION IS
 EITHER A STAMP OR COPY OF THE ORIGINAL SIGNATURE.
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE DESIGN
 PROFESSIONAL AFFIXED TO THE DOCUMENT. FL STATE STAT:
 61G15-23.002 ENGINEERS
  
 21) ENERGY CALCULATIONS, SYSTEMS SUMMARY REPORT, PLEASE
 RECHECK THE AMOUNT OF WINDOW OPENING IN EACH ZONE AND
 WALL FACE, AS WELL AS DOORS. THE EXTERIOR DOORS WERE
 NOT EVEN FILLED IN! 106.1.2 ADDITIONAL INFORMATION
 REQUIRED.
  
 22)PLANS FAIL TO INDICATE COMPLIANCE WITH 1209.2
 ATTIC ACCESS, PLEASE PROVIDE WHERE THE ATTIC ACCESS
 SHALL BE.
  
 23) SHEET A-04 DETAIL NUMBER 4 PROVIDES A EXTERIOR WALL
 AND ROOF SECTION. THE PLANS NEED TO SHOW COMPLIANCE
 WITH : 1203.250 PERCENT OF THE REQUIRED VENTILATING
 AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER
 PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET
 (914 MM) ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE
 OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE
 VENTS.
  
 24)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) SINGLE HUNG WINDOWS
 B) FIXED/ STOREFRONT WINDOWS
 C) MULLIONS VERTICAL
 D) SIDE LITES
 E) SWING GLAZED DOORS
 F) EXTERIOR HOLLOW METAL SWING DOORS
 G) TRUSS ANCHORS
 H) ROOF ASSEMBLIES
  
 25)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.
 26) 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.
  
 27) SHEET S-2 ROOF FRAMING PLAN IS MISSING THE DORMER
 SECTION OF THE ROOF, PLEASE PROVIDE
 A SECTION INDICATING HOW THE FRONT, SIDE WALLS WILL TIE
 INTO THE MAIN ROOFING SYSTEM.
 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 28) SHEET S-2 ROOF FRAMING PLAN AND NOTES INDICATE THE
 UPLIFT LOAD CALCS ARE LOCATED ON SHEET S-4, WHERE?
 ADDITIONAL INFORMATION REQUIRED 106.1.2.
  
 29)SHEET S-2ND FLOOR DETAIL# 11 INDICATES A METAL
 DECK AND CONCRETE BUT NO INFORMATION AS TO THE TYPE OF
 STEEL NOR STRENGTH AND TYPE OF THE CONCRETE MIX TO BE
 USED FOR THIS SLAB.
 NOTE S-3 FLOOR DECK NOTE# 4 INDICATES A MINIMUM YIELD
 STRENGTH OF 33,000PSI?
  
 30)NOTE PLANS DO NOT INDICATE ANY WINDOW BUCK
 ATTACHMENT TO THE STRUCTURE.
 1714.5.4.1 ANCHORING REQUIREMENTS.
 WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN
 ACCORDANCE WITH THE PUBLISHED MANUFACTURER?S
 RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE
 SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR
 SUBSTRATES NOT SPECIFIED BY THE FENESTRATION
 MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING
 PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING
 PRACTICE.
  
 1714.5.4.2 MASONRY, CONCRETE OR OTHER STRUCTURAL
 SUBSTRATE.
 WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1?
 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 MANUFACTURER?S
 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.
  
 31)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.
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE
 APPLICABLE.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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