Plan Review Notes
Plan Review Notes For Permit 07100001
Permit Number 07100001
Review Stop B
Sequence Number 1
Notes
Date Text
2007-10-26 14:15:06BUILDING PLAN REVIEW
 PERMIT: 07100001
 ADD: 1505 N AUSTRALIAN AVE.
 CONT: :?PLAN REVIEW/ MAJOR WORKING DRAWING?
 TEL: (561644-7416 JEFF HALVERSON
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 1ST 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 DOCUMENTS WEST 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) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE 2007 REVISIONS.
  
 1E) THE MAJOR WORKING DRAWING REVIEW UNDER SCOPE OF
 PROJECT INDICATES A 10,000 SQ FT MULTIPURPOSE BUILDING,
 PLEASE ADD THE RENOVATION TO THE EXISTING BUILDING TO
 THE APPLICATION.
  
 2) DESIGN PROFESSIONAL REQUIREMENTS:
  
 2A) 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
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 2B) 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.
 LANDSCAPE ARCHITECT
 BA ARCHITECTURAL
  
 2C) 471.023 F.S. CERTIFICATE OF AUTHORIZATION. THE
 TITLE BLOCK FOR ANY SHEET BEARING THE NAME OF AN
 ENGINEER PRACTICING UNDER A FICTITIOUS NAME, A
 CORPORATION, OR A PARTNERSHIP, OFFERING ENGINEERING
 SERVICES, SHALL INCLUDE THE CERTIFICATE OF
 AUTHORIZATION NUMBER.
 ADD THE NUMBER TO EACH SHEET. THIS MAY BE ADDED BY
 HAND.
 STRUCTURAL ENGINEER
 MEP ENGINEER
 CIVIL ENGINEER
  
 3) NEW BUILDING CONSTRUCTION. 106.1.2 ADDITIONAL
 INFORMATION REQUIRED. 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.
  
 3A) 10.2* 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& 106.3.5.1.1(3).
 C) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 5 &
 6, TABLE 503 & 601.
 D) THE OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED F)
 WHETHER THE SPRINKLER SYSTEM IS REQUIRED.
 G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE
 BUILDING PERMIT
 H) SQ. FT. FOOTPRINT
  
 3B) THE S-3.1 INDICATES THE WIND DESIGN FROM ASCE
 7-02FOR THE BUILDING, PLEASE REVIEW THE BUILDINGS
 CATEGORY AND IMPORTANCE FACTOR. PLEASE REVIEW SHEET
 A-101 & A-102 FOR OCCUPANCY. AS INDICATED THESE SHEETS
 INDICATE THE CAPABILITY OF 350 PEOPLE WITH THE ACTUAL
 OCCUPANT LOAD BEING QUIET HIGHER. PLEASE SEE ASCE 7-02
 TABLE 1-1 BUILDING CATEGORY III,
 BUILDINGS AND OTHER STRUCTURES WHERE MORE THAN 300
 PEOPLE CONGREGATE IN ONE AREA. PLEASE REVISE THE
 BUILDING CATEGORY AND IMPORTANCE FACTOR.
  
 3C) THE ABOVE CORRECTION OF BUILDING CATEGORY AND
 IMPORTANCE FACTOR WILL ALSO EFFECT THE
 COMPONENTS AND CLADDING PRESSURES FOR THE WINDOWS AND
 DOORS AS WELL AS THE ROOF ASSEMBLIES. ASCE 7-02
 COMPONENTS & CLADDING ?METHOD 1FIGURE 6-3, WALLS &
 ROOFS,
 AND HEIGHT ADJUSTMENT FACTORS FOR A MEAN ROOF HEIGHT OF
 18?-3? , ADJUSTMENT FACTOR 1.29 FOR 20 FT. .
  
 4) THE LIFE SAFETY SHEET A-800 IS TOTALLY
 BLANK!!!!!!!!!!!!!!!!! PLEASE PROVIDE A MEANS OF EGRESS
 PLAN LIFE SAFETY PLAN AND PROVIDE THE OCCUPANT LOADS
 THAT WILL BE GOING THROUGH EACH OF THE EGRESSES. SEE
 TABLE 1004.1.2, TABLE 1005.
  
 5A) ONE CONCERN IS THE ANSWER TO QUESTION 3C, THE PLANS
 ARE NOT CLEAR AS TO THE DISTANCE BETWEEN THE NEW
 BUILDING AND EXISTING BUILDINGS, WHERE IF NEEDED,
 ASSUMED PROPERTY LINES WOULD BE PLACED FOR THE AMOUNT
 OF ALLOWABLE OPENINGS, WITH OR WITHOUT OPENING
 PROTECTIVE?S FOR EACH BUILDING.
  
 THE OTHER UNKNOWN AT THIS TIME IS IF THE DESIGN TEAM
 WERE TO DESIGN THIS UNDER THE CODE SECTION 503.1.3, TWO
 BUILDINGS ON THE SAME LOT, THESE TYPE ISSUES NEED TO BE
 ADDRESSED BEFORE WE CAN REVIEW FOR ALLOWABLE AREAS,
 FIRE RESISTANCE, TABLE 601, TABLE 602 AND TABLE 704.8.
  
 5B) AT THIS TIME BECAUSE OF THE UNKNOWN BUILDING
 FACTORS THIS COMMENT MAY OR MAY NOT APPLY IN FUTURE
 REVIEWS: FBC* 109.3.7 RESIDENT INSPECTOR. SUBMIT
 INSPECTOR RESUME' AND LICENSE DOCUMENTS TO HAROLD
 PISKURA, DIRECTOR OF THE RESIDENT INSPECTOR PROGRAM. A
 RESIDENT INSPECTOR PROGRAM IS REQUIRED, ON THIS
 PROJECT, DUE TO ONE OR MORE OF
 THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II CONSTRUCTION -
 ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE DESIGN IS BASED ON
 COMPRESSIVE STRENGTH (F'C) IN EXCESS OF 3000 PSI - PILE
 DRIVING
 - BUILDINGS OVER 20,000 SQ FT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN OR METHODS OF
 CONSTRUCTION
  
 6) L-3.0 LANDSCAPE PAVING PLAN PLEASE PROVIDE AN
 ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE TO
 PUBLIC TRANSPORTATION, ACCESSIBLE PARKING, PASSENGER
 LOADING ZONES SIDEWALKS TO AN ACCESSIBLE ENTRANCE.
 11-4.1.2(1)-(5)
  
 7) INDICATE COMPLIANCE WITH: 11-4.29.5 DETECTABLE
 WARNINGS AT HAZARDOUS VEHICULAR AREAS.
  
 8) SHEET L-3 AND A-1.00 BOTH INDICATE A COVERED DROP
 OFF OR PASSENGER LOADING ZONE, PLEASE PROVIDE THE CLEAR
 ELEVATION UNDERNEATH THE CANOPY. 11-4.6.5.
  
 9) PASSENGER LOADING ZONES PLEASE PROVIDE ACCESS AISLE
 INDICATE CONDITIONS AT CURB OR DROPPED CURB AND
 COMPLIANCE WITH 11-4.29.5/ 11-4.6.6.
  
 10) SHEET A-1.00 INDICATES A CUT SECTION THROUGH THE
 DISABLED PARKING SPOTS DETAIL# 1 SHEET
 A-603, SHEET IS MISSING. PLANS ARE NOT COMPLETE,
 ADDITIONAL INFORMATION REQUIRED 106.1.2.
  
 11) SHEET L-5.0 & E-1 INDICATES LIGHT POLES TO BE USED
 IN THE PARKING LOT, FOR EACH TYPE OF LIGHT POLE AND
 CONFIGURATION OF LIGHTS SUPPLY CALCULATIONS FOR
 INSTALLATION TO 140 MPH WIND ZONE: 1805.7 DESIGNS
 EMPLOYING LATERAL BEARING. DESIGNS TO RESIST BOTH AXIAL
 AND LATERAL LOADS EMPLOYING POSTS OR POLES AS COLUMNS
 EMBEDDED IN EARTH OR EMBEDDED IN CONCRETE FOOTINGS IN
 THE EARTH SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS
 1805.7.1 THROUGH 1805.7.3 .
  
 12) SHEET A-1 IN ROOM # 148 INDICATES THIS TO BE A
 GENERATOR ROOM. PLEASE PROVIDE CUT SHEETS FOR THE
 GENERATOR, TYPE OF FUEL, TANK SIZE AND REQUIREMENTS
 INDICATE LOCATION ON SITE PLAN, IS THIS A ABOVE THE
 GROUND TYPE TANK OR BURIED. WILL THIS BUILDING EVER BE
 USED FOR A HURRICANE SHELTER, THIS MAY EFFECT AMOUNTS
 OF FUEL TO BE REQUIRED.\
  
 13) SHEET A-1 DOES INDICATE WALL TAGS INDICATING WALLS
 BUT THE PLANS DO NOT PROVIDE A DETAIL SHEET IDENTIFYING
 WALL TYPES, THE INDEX LIST A-600 FOR WALL DETAILS ,
 THERE ARE NO WALL DETAILS PROVIDING WALL TYPES AND FIRE
 RATING, PLEASE SEE TABLE 1016.1. FOR ASSEMBLY OCCUPANCY
 AND FIRE RATING OF CORRIDOR.
  
 14) PLANS ARE INCOMPLETE AND A THROUGH REVIEW CAN NOT
 BE COMPLETED AT THIS TIME.
 106.3.5 WILL PROVIDE THE MINIMUM CRITERIA AND DOCUMENTS
 REQUIRED FOR REVIEW.
  
 15) THERE ARE NUMEROUS A-SHEETS THAT HAVE ARCHITECTURAL
 DETAILS BUT THERE IS NO WRITTEN INFORMATION PROVIDED,
 PLANS ARE INCOMPLETE.106.3.5.1.1(4) SEE FIRE RESISTANCE
 CONSTRUCTION REQUIREMENTS.
  
 16) SHEET A-101 INDICATES WHAT APPEARS TO BE A STAGE
 AND STAIRS ON THE WEST END OF THE MULTI-PURPOSE ROOM,
 SEE SECTION# 7 SHEET A-800 FOR DETAIL, SHEET A-800 IS A
 BLANK SHEET THAT IS SUPPOSE TO BE THE LIFE SAFETY
 SHEET. IF THIS IS A STAGE PLEASE PROVIDE VERTICAL
 ACCESSIBILITY, AND ALSO PROVIDE DETAILS FOR STAIRS AND
 HANDRAIL. 11-4.1.3(5).
  
 17) NEW BUILDING STRUCTURAL, S 3-1 PLANS ARE MISSING
 INFORMATION ON THE MASONRY WALL SCHEDULE 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 18) 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) WINDOWS FIXED: STOREFRONT , CURTAIN WALL
 B) WINDOWS OPERABLE WINDOWS: SINGLE HUNG, CASEMENT C)
 MULLIONS
 D) GLASS BLOCK
 E) GLAZED SWING DOORS
 F) AUTOMATIC SLIDING DOORS
 G) HOLLOW METAL DOORS EXTERIOR
 H) OVERHEAD DOORS
 I) TRUSS ANCHORS
 J) ROOF HATCHES
 K) ROOF ASSEMBLIES
 L) PRE-ENGINEERED A/C STANDS
  
 19) 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.
  
 20) 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.
  
 21) THIS ROOF IS MISSING PRODUCT COMPLIANCE REPORTS
 WITH THE FOLLOW ITEMS:
 __XX_ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.
 __XX_ CONTRACTOR FAILED TO INDICATE WHICH SUB-SYSTEM TO
 BE USED.
 __XX_ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE
 _2&3__ .
 __XX_ THE SYSTEM PROVIDED STATES LIMITATION# 7, SHOULD
 THE FASTENER RESISTANCE BE LESS THAN THAT REQUIRED, AS
 DETERMINED BY THE BUILDING OFFICIAL, A REVISED FASTENER
 SPACING, PREPARED , SIGNED AND SEALED BY A FLORIDA
 REGISTERED PROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF CONSULTANT MAY BE
 SUBMITTED.
 __XX_ IF THE SUB-SYSTEM TO BE USED INDICATES
 LIMITATION# 9, NO ENHANCED FASTENING ALLOWED.
  
 22) THE SHEET S4.1 DETAIL# 1 INDICATES THE TRELLIS
 ASSEMBLY AND NOA?S:
 NOA 03-0508.05 POST CAPS EXPIRED
 NOA 05-0105.05 RAFTER CLIPS EXPIRED
  
 23) A-104 ROOF PLAN FAILS TO IDENTIFY ROOF DRAINAGE
 SYSTEM AND OR DETAILS, THE ROOF DRAIN SIZE IS NOT
 PROVIDED, WHAT TYPE OF SECONDARY DRAINAGE AND VERTICAL
 CONTRIBUTING AREAS, THIS INFORMATION IS ALSO MISSING
 FROM THE PLUMBING PLAN. 106.3.5.1.1(8).
  
 24) ARCHITECTURAL PLANS ARE DEFICIENT IN INFORMATION
 FOR THE ENERGY CODE AND CALCULATIONS,
 106.3.5(9) &106.3.5.1.4(1) & 13-400.0.ABC COMPLIANCE
 CRITERIA.
  
 25) ELEVATIONS OF THE BREAK ROOM ARE NOT SHOWN, PLEASE
 PROVIDE COMPLIANCE WITH :
 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
  
 RENOVATION OF EXISTING NORTH WING :
  
 26A) UNTIL THE DESIGN TEAM INDICATES UNDER THE NEW
 BUILDING PORTION OF THIS REVIEW COMMENT# 5, A REVIEW
 CAN NOT TAKE PLACE WITH ANY ACCURACY, IF THE NEW
 CONSTRUCTION IS TO BE CONSIDERED AN ADDITION TO THE
 EXISTING BUILDING, OR IF THE TWO BUILDINGS ARE GOING TO
 BE CONSIDERED ONE LARGE BUILDING OR IF A ASSUMED
 PROPERTY LINE WILL BE ASSUMED BETWEEN THE TWO
 BUILDINGS. TABLE 503, TABLE 601, TABLE 602 & TABLE
 704.8.
  
 26B) THE D-100 PLAN APPEARS THE ONLY WORK TO BE
 COMPLETED IN THE NORTH WING IS IN CLASSROOM# 140.
 PLEASE PROVIDE A DETAILED ACCOUNTING OF WHAT WORK WILL
 BE COMPLETED UNDER THE RENOVATION PORTION OF THE
 PERMIT.
  
 26C) PLEASE ALSO INDICATE TO WHAT LEVEL ALTERATION WORK
 WILL ACCOMPLISHED UNDER THIS PERMIT. PLEASE SEE 2004
 FBC EXISTING BUILDING CODE 301.1.THE WORK PREFORMED ON
 AN EXISTING BUILDING SHALL BE CLASSIFIED IN ACCORDANCE
 WITH THIS CHAPTER.
  
 27) INCOMPLETE PLANS SHEET A-700 FINISH SCHEDULE IS
 BLANK FOR CEILING AND WALLS, THE DOOR SCHEDULE IS BLANK
 TO DOOR TYPE, FRAMES AND DOOR LABELS. WINDOW SCHEDULE
 DOESN?T INDICATE
 WHAT WINDOWS ARE TO BE REPLACED ON THE FLOOR PLAN AND
 WHICH ARE EXISTING.
  
 28) PLEASE INDICATE IF ANY ROOFING WORK WILL TAKE PLACE
 ON THE EXISTING BUILDING.
  
 BUILDING PLAN REVIEW
 JIM WITMER CBO
 PLAN REVIEW II
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]


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