Plan Review Notes
Plan Review Notes For Permit 05050354
Permit Number 05050354
Review Stop B
Sequence Number 1
Notes
Date Text
2005-06-26 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05050354
 ADD: 3700 BROADWAYY
 CONT: WEST
 TEL: (561)718-8656
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)PROVIDE OCCUPANCY CLASSIFICATION? IT
 APPEARS TO BE A SCHOOL, AGE OF STUDENTS,
 IS THIS A VOCATIONAL SCHOOL? SEE 306.1.1
 & 306.1.4.
  
 3) PROVIDE ADDITIONAL INFORMATION,
 PROVIDE MIN. BUILDING TYPE OF DESIGN,
 (TABLE 500/ 600) IF ANY AREA INCREASES
 WERE TAKEN?
  
 4) THE VALUE OF THE BUILDING FROM THE
 PROPERTY APPRAISER INDICATES THE VALUE
 AT $138,050.00 REQUIRING; 3401.7.2.6
 WHEN REPAIRS AND ALTERATIONS AMOUNTING
 TO MORE THAN 50 PERCENT OF THE VALUE OF
 THE EXISTING BUILDING ARE MADE DURING
 ANY 12 MONTH PERIOD, THE BUILDING OR
 STRUCTURE SHALL BE MADE TO CONFORM TO
 THE REQUIREMENTS FOR A NEW BUILDING OR
 STRUCTURE OR BE ENTIRELY DEMOLISHED.
 EXCEPTIONS:
 1. PROVIDED THERE IS NO CHANGE IN
 OCCUPANCY, FOUNDATIONS, SLABS, TIE
 BEAMS, TIE COLUMNS, REINFORCED MASONRY
 AND MASONRY WALLS ERECTED IN
 COMPLIANCE WITH THE CODE UNDER WHICH THE
 BUILDING WAS CONSTRUCTED.
 2. THOSE PROPERTY IMPROVEMENTS
 INVOLUNTARILY ALTERED BY RIGHT OF
 EMINENT DOMAIN NEED ONLY TO MEET THE
 REQUIREMENTS OF THE CODE IN FORCE AT THE
 TIME OF ORIGINAL CONSTRUCTION.
  
 5A) FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 5B) 1606.1.5 PROVIDE THE MEAN ROOF
 HEIGHT. PROVIDE ROOF ZONE INFORMATION,
 POS/ NEG PRESSURES FOR ZONES 1,2 & 3.
  
 6) 3401.7.2.4 THE REPLACEMENT OF GARAGE
 DOORS, EXTERIOR DOORS,SKYLIGHTS,
 OPERATIVE AND INOPERATIVE WINDOWS SHALL
 BE DESIGNED AND CONSTRUCTED TO COMPLY
 WITH CHAPTER 16 OF THIS CODE.
 6A) 1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
  
 6B)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 APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 6C)FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS- NO FL COVERSHEET, FOR SMALL
 MISSLE ONLY
 B) MULLIONS- NO FL COVERSHEET
 C) EXTERIOR DOOR- ARCH FL COVERSHEET
 DOES NOT MATCH NOA.
 D) STORM SHUTTERS REQUIRED FOR SMALL
 MISSLE IMPACT TESTING NO SUBMITTALS
 E) ROOF ASSEMBLIES MISSING FL COVER
 SHEET, NOA GOOD FOR STEEL DECK PLANS
 INDICATE T&G DECK.
  
 F)FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 7) ENERGY CALS SIGNED BY A ACHITECT OR
 ENGINEER ARE REQUIRED TO BE SEALED AND
 ORIGINAL SIGNATURE, NOT COPIES.
 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
  
 8) SHEET A-4, FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 8A) EXTERIOR WALL DETAILS INDICATE THE
 USE OF WOOD INFILL, DEPENDING ON THE
 CLASSIFICATION OF THIS BUILDING THIS MAY
 BE A ISSUE. THE ITEMS IN CONCERN ARE THE
  
 DESIGNER OF RECORD DOES NOT INDICATE HOW
 THE 2X8 PT PLATE WILL BE ANCHORED INTO
 THE EXISTING STRUCTURE?
  
 8B) THERE IS NO INFORMATIONFOR
 STRAPPING REQUIREMENTS FOR EITHER THE
 TOP OR BOTTOM PLATE.
  
 8C) 13-406.1.ABCD1.2 EXTERIOR JOINTS IN
 THE ENVELOPE ENERGY CODE ARE "ALL"
 PRESCRIPTIVE REQUIREMENTS TO BE MET. NO
 INSULATION IN THE WOOD FRAME WALL.
 SEE METHOD A.
  
 9) SHEET A-4/ WINDOW SECTION AND A-3
 BOTH INDICATE WINDOW INFILLS, SHEET A-3
 INDICATES INFILL FROM COLUMN TO COLUMN
 BUT NO FILLED CELL ADJACENT TO WINDOWS
 NOR BUCK DETAILS.
  
 10) 11-5.2 COUNTERS AND BARS.
 WHERE FOOD OR DRINK IS SERVED AT
 COUNTERS EXCEEDING 34 IN. (865 MM) IN
 HEIGHT FOR CONSUMPTION BY CUSTOMERS
 SEATED ON STOOLS OR STANDING AT THE
 COUNTER, A PORTION OF THE MAIN COUNTER
 WHICH IS 60 IN. (1525 MM) IN LENGTH
 MINIMUM SHALL BE PROVIDED IN COMPLIANCE
 WITH ?11-4.32 OR SERVICE SHALL BE
 AVAILABLE AT ACCESSIBLE TABLES WITHIN
 THE SAME AREA.
  
 11) SHOWERS:11-4.21.3 SEAT. A SEAT SHALL
 BE PROVIDED IN SHOWER STALLS 36 INCHES
 BY 36 INCHES (915 MM BY 915 MM) AND
 SHALL BE AS SHOWN IN FIGURE 11-36.
 THE SEAT SHALL BE MOUNTED 17 INCHES TO
 19 INCHES (430 MM TO 485 MM) FROM THE
 BATHROOM FLOOR AND SHALL EXTEND THE FULL
 DEPTH OF THE STALL.IN A 36 INCH BY 36
 INCH (915 MM BY 915 MM) SHOWER STALL,
 THE SEAT SHALL BE ON THE WALL OPPOSITE
 THE CONTROLS.WHERE A FIXED SEAT IS
 PROVIDED IN A 30 INCH BY 60 INCH MINIMUM
 (760 MM BY 1525 MM) SHOWER STALL, IT
 SHALL BE A FOLDING TYPE AND SHALL BE
 MOUNTED ON THE WALL ADJACENT TO THE
 CONTROLS AS SHOWN IN FIGURE 11-57.THE
 STRUCTURAL STRENGTH OF SEATS AND THEIR
 ATTACHMENTS SHALL COMPLY WITH 11-4.26.3.
  
 12) WEST ENTRY DOOR TO COMPLY WITH:
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARENCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARENCES SHALL BE
 CLEAR & LEVEL.
 11-4.1.6(2) DUTY TO PROVIDE AN
 ACCESSIBLE PATH OF TRAVEL TO ALTERED
 AREAS SHALL BE DEEMED DISPROPORTIONATE
 TO THE OVERALL ALTERATION WHEN THE COST
 EXCEEDS 20 % OF THE COST OF THE ALTERA-
 TION TO THE PRIMARY FUNCTION AREA.
 (A)(I) AN ACCESSIBLE ENTRANCE
 (II) AN ACCESSIBLE ROUTE
 (III) AT LEAST ONE ACCESSIBLE REST-
 ROOM FOR EACH SEX OR A SINGLE
 UNISEX RESTROOM
 (IIII) ACCESSIBLE TELEPHONE
 (IV) ELEMENTS SUCH AS PARKING, STOR-
 AGE OR ALARMS.
  
 13) IF THE OCCUPANCY CLASSIFICATION IS
 EDUCATIONAL AND NOT BUSSINESS EGRESS
 WINDOW REQUIREMENTS:
 1005.4.2 EVERY ROOM OR SPACE GREATER
 THAN 250 FT^2 (23.2 M^2) IN
 EDUCATIONAL OCCUPANCIES USED FOR
 CLASSROOM OR OTHER EDUCATIONAL PURPOSES
 OR NORMALLY SUBJECT TO STUDENT
 OCCUPANCY AND EVERY ROOM OR SPACE
 NORMALLY
 SUBJECT TO CLIENT OCCUPANCY, OTHER
 THAN BATHROOMS, IN GROUP D OCCUPANCIES
 SHALL HAVE NOT LESS THAN ONE OUTSIDE
 WINDOW FOR EMERGENCY RESCUE THAT
 COMPLIES WITH THE FOLLOWING:
  
 1. SUCH WINDOWS SHALL BE OPENABLE
 FROM THE INSIDE WITHOUT THE USE OF
 TOOLS AND SHALL PROVIDE A CLEAR
 OPENING OF NOT LESS THAN 20 IN. (51
 CM) IN WIDTH, 24 IN. (61 CM) IN
 HEIGHT, AND 5.7 FT^2 (0.53 M^2) IN
 AREA.
  
 2. THE BOTTOM OF THE OPENING SHALL BE
 NOT MORE THAN 44 IN.(112 CM)
 ABOVE THE FLOOR, AND ANY LATCHING
 DEVICE SHALL BE CAPABLE OF BEING
 OPERATED FROM NOT MORE THAN 54 IN.
 (137 CM) ABOVE THE FINISHED FLOOR.
  
 3. THE CLEAR OPENING SHALL ALLOW A
 RECTANGULAR SOLID, WITH A WIDTH AND
 HEIGHT THAT PROVIDES NOT LESS THAN
 THE REQUIRED 5.7 FT2 (0.53 M^2)
 OPENING AND A DEPTH NOT LESS THAN
 20 IN.(51 CM), TO PASS FULLY
 THROUGH THE OPENING.
  
 4. SUCH WINDOWS SHALL BE ACCESSIBLE BY
 THE FIRE DEPARTMENT AND SHALL OPEN
 INTO AN AREA HAVING ACCESS TO A
 PUBLIC WAY.
  
 EXCEPTIONS:
  
 1. EMERGENCY ESCAPE AND RESCUE
 OPENINGS SHALL NOT BE REQUIRED IN
 BUILDINGS PROTECTED THROUGHOUT
 BY AN APPROVED AUTOMATIC SPRINKLER
 SYSTEM.
 2. EMERGENCY ESCAPE AND RESCUE
 OPENINGS SHALL NOT BE REQUIRED IF THE
 ROOM OR SPACE HAS A DOOR LEADING
 DIRECTLY TO THE OUTSIDE OF THE
 BUILDING.
 3. EMERGENCY ESCAPE AND RESCUE
 OPENINGS SHALL NOT BE REQUIRED FOR
 ROOMS LOCATED HIGHER THAN THREE
 STORIES ABOVE GRADE.
  
 14) TABLE 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION; PROVIDE INFORMATION
 BASED ON INTERIOR FINISH REQUIREMENTS
 BASED ON OCCUPANCY
  
 15) 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.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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