Plan Review Notes
Plan Review Notes For Permit 02090646
Permit Number 02090646
Review Stop B
Sequence Number 1
Notes
Date Text
2002-10-02 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02090646
 ADD: 3109 BROADWAY
 CONT: KENACO DEV
 TEL: (561)784-8618
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)RESIDENTIAL OCCUPANCY 311.2 SUB-CLASS-
 IFICATION INDICATE ON PLAN?R1, R2 OR R4?
  
 3) NOTE!!!! 3401.7.2.6. WHEN REPAIRS OR
 ALTERATIONS AMOUNTING TO MORE THAN 50%
 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 NEW
 BUILDING OR STRUCTURE OR BE ENTIRELY
 DEMOLISHED.
 NEW CONSTRUCTION. FAIR HOUSING ACT
 SHALL BE ENACTED, MULTIFAMILY DWELLINGS
 AS THOSE BUILDINGS CONSISTING OF FOUR OR
 MORE UNITS ON THE GROUND FLOOR. INDICATE
 AN ACCESSIBLE PATH INTO EACH OF THE
 GROUND UNITS, NO STEEPS OR STOOPS. INDI-
 CATE AN ACCESSIBLE PATH IN THE GROUND
 UNITS INCLUDING ACCESSIBLE KITCHENS AND
 BATHROOMS WITH A CLEAR FLOOR SPACE OF
 30"X48" FOR ALL APPLIANCES AND FIXTURES.
 INDICATE IF THE GROUND FLOOR UNITS ARE
 A TYPE A OR B UNIT, INCLUDE BACKING.
 INDICATE TYPE OF ACCESSIBLE DOOR HANDLES
  
 4) 704.3.1. IN A BUILDING OR PORTION OF
 A BUILDING OF A SINGLE OCCUPANCY CLASS-
 IFICATION, WHEN ENCLOSED SPACES ARE PRO-
 VIDED FOR SEPERATE TENANTS, SUCH SPACES
 SHALL BE SEPERATED BY NO LESS THAN 1 HR
 SEPERATION. PROVIDE UL LISTING FOR THE
 1HR WALL ASSEMBLY AND FOR THE FLOOR/CEIL
 ING ASSEMBLY.
  
 5)705.7.1 JOINTS INSTALLED IN OR BE-
 TWEEN FIRE RESISTANT WALLS, FIRE RESIS-
 TANT FLOORS OR FLOOR/ CEILING ASSEMBLIES
 AND FIRE RESISTANT ROOFS OR ROOF/ CEIL-
 ING ASSEMBLIES SHALL BE PROTECTED BY AN
 APPROVED FIRE RESISTANT JOINT SYSTEM
 DESIGNED TO RESIST THE PASSAGE OF FIRE
 FOR A PERIOD NOT LESS THAN THE RE-
 QUIRED FIRE RESISTANCE RATING OF THE
 WALL, FLOOR OR FLOOR IN OR BETWEEN
 WHICH IT IS INSTALLED.
  
 6)705.1.2 PENETRATIONS SHALL BE PRO-
 TECTED BY AN APPROVED PENETRATION FIRE-
 STOP SYSTEM AS TESTED IN ACCORDANCE WITH
 ASTM E 814, WITH A MINIMUM POSITIVE
 PRESSURE DIFFERENTIAL OF 0.01 INCH OF
 WATER COLUMN AND AN F RATING OF NOT LESS
 THAN REQUIRED RATING OF THE WALL
 PENETRATED.
  
 7) TABLE 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION; PROVIDE INFORMATION
 BASED ON INTERIOR FINISH REQUIREMENTS
 BASED ON OCCUPANCY
  
 8)2001 FL BLD CODE, 1005.4:
 PROVIDE EMERGENCY EGRESS WINDOWS IN
 SLEEPING ROOMS WITH A MINIMUM NET CLEAR
 OPENING HEIGTH OF 24" AND NET CLEAR
 OPENING WIDTH OF 20" AND A NET CLEAR
 OPENING AREA OF 5.7 SQ.FT. GROUND FLOOR
 OPENINGS ARE PERMITTED TO HAVE A NET
 CLEAR OPENING OF 5.0 SQ. FT. SILL HEIGTH
 SHALL NOT BE MORE THAN 44 " ABOVE THE
 FINISH FLOOR.
  
 9)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 STAIRS LEADING FROM UNIT# 3, ARE NOT DE-
 PICTED ON THE GROUND FLOOR, THERE SEEMS
 TO BE A DISCREPANCY, IF THE SECOND STORY
 IS OVERLAIDONTO THE FIRST THE STAIRWAY
 IS CENTERED ON THE WALL? DEPENDING ON
 WHICH SIDE OF THE WALL THE STAIRS ARE
 LOCATED THE WINDOWS UNDER AND 10' TO THE
 SIDE HAVE TO BE 3/4 HR RATEDAND SELF
 CLOSING! IF THESE ROOMS ARE SLEEPING
 ROOMS AND THE WINDOW IS THE SECONDARY
 MEANS OF EGRESS THEY MUST MEET THE
 EGRESS REQUIREMENTS. SEE UNIT# 2,STUDIO
 EITHER THE BATH WINDOW IF STAIR IS ON
 THIS SIDE OF WALL OR THE STUDIO WINDOWS
 IF THE STAIR IS LOCATED ON THAT SIDE OF
 THE WALL.
 UNIT# 4 BEDROOM 2 ALSO HAS THIS SAME
 SITUATION 3/4 HR RATED WINDOW.
  
 10) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 EXISTING STAIRWAY FROM UNIT# 3, PROVIDE
 INFORMATION ON STAIR, TYPE OF MATERIAL
 THE STAIRWAY IS MADE OF, RISE/RUN,
 INFORMATION ON GUARD/HAND RAILS ETC...
  
 11) STAIR LEADING TO UNIT# 6, IS THIS A
 OPEN OR ENCLOSED STAIRWAY? IS THERE WIND
 OWS IN THE STAIRWAY? WHAT IS THE RATING
 ON THE WALL NEXT TO THE TENANT? WHAT IS
 THIS WALL MADE OF?
  
 12) STAIR LEADING TO UNIT# 6, 1007.4.2.
 DOORS SHALL NOT OPEN OUT OVER THE STAIRS
 A LANDING IS REQUIRED, ONLY IN 1 & 2
 FAMILY RESIDENTS MAY A DOOR OPEN WITHOUT
 A LANDING BUT THE DOOR IS TOSWING AWAY
 FROM THE STAIRWAY!
  
 13) THE PLAN INDICATES THAT THERE IS
 STRUCTURAL CRACKS IN THE FOUNDATION, AND
 THE STRUCTURAL ENGINEER SHALL INDICATE
 HOW TO FIX THE CRACK, HOW?
  
 14) THE PLAN ALSO INDICATES WATER DAMAGE
 TO STRUCTURAL FRAMING MEMBERS, WALLS
 AND FLOOR OR CEILING JOIST, THE ENGINEER
 IS TO INDICATE HOW THESE REPAIRS ARE TO
 BE MADE, INCLUDING WHAT IS TO BE REMOVED
 WHAT IS TO BE SISTERED ETC...
 THE ENGINEER IS TO INDICATE SIZE OF
 FRAMING MEMBERS, GRADE & SPECIES OF
 WOOD TO BE USED.
 THE ENGINEER SHALL ALSO INDICATE HOW
 THE EXISTING STRUCTURE SHALL BE RETROFIT
 TED TO MEET THE STANDARDS OF THE NEW
 CODE, 140 MPH WIND ZONE, NEW CONSTRUC-
 TION, FBC 3401.7.2.6.
  
 15) 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.
  
 16)FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.
 MISSING REPORT: MULLIONS
  
 17) 1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 18) 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 19)PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 20)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.MISSING INFORMATION!!!!!!
  
 21) 1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS.
  
 22)1707.3.1 JOIST HANGERS, FRAMING
 ANCHORS & SIMILAR DEVICES SHALL BE TEST-
 ED IN ACCORDANCE W/ ASTM D 1761 & BE
 LABELED AND LISTED FOR THEIR LOAD CARRY-
 ING CAPACITY. NO WALL SECTION IS GIVEN,
 INDICATING COMPLIANCE NOR ANCHORING
 SCEDULE, TO COMPLY AS FOR NEW CONSTRUCTI
 ON.
  
 23) 2305.2.2 FLOOR/CEILING ASSEMBLIES
 SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/
 ING ASSEMBLIES SEPERATING USEABLE SPACE
 INTO 2 OR MORE APPROXIMATE AREAS WITH NO
 AREA GREATER THAN 500 SQ FT. DRAFTSTOP-
 PING SHALL BE PROVIDED PARALLEL TO THE
 MAIN FRAMING MEMBERS.
  
 24)TABLE 2306.1 PALM BEACH COUNTY
 AMENDMENTS
 ROOF SHEATHING NAILING REQUIREMENTS
  
 ZONE 1 & 28D COMMON
 6" EDGES & 6" INTERMEDIATES
  
 ZONE 38DCOMMON
 4" EDGES & 6" INTERMEDIATES
  
 25) PROVIDE PRODUCT INFORMATION ON THE
 CLEARENCES FROM THE RANGE TO COMBUSTIBLE
 SURFACES?
  
 26) 1203.2.4 EVERY DWELLING UNIT SHALL
 HAVE NOT LESS THAN 150 SQ FT OF NET
 FLOOR AREA. INDICATE ON THE PLAN THE
 SQ FT AREA OF LEAST ONE HABITABLE ROOM
 MEETING THIS REQUIREMENT.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026


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