Plan Review Notes
Plan Review Notes For Permit 07020129
Permit Number 07020129
Review Stop B
Sequence Number 3
Notes
Date Text
2007-10-31 15:06:23CONSTRUCTION SERVICES DEPARTMENT
 200 SECOND STREET, 3RD FLOOR,
 WEST PALM BEACH, FLORIDA33401
 TEL:561-805-6713FAX:561-805-6731
  
 JAMES JOHNSTON,
 BUILDING PLAN EXAMINER II
 E-MAIL:JJOHNSTON @WPB.ORG
  
  
 PERMIT NO 07020129
 PROJECT CHURCH OF CHRIST
 ADDRESS 909 3RD STREET
 DATE OCTOBER 30, 2007
  
  
 BUILDINGPLANREVIEW
  
 FLORIDA BUILDING CODES 2004 W REVISIONS
  
 1
 NOTICE OF COMMENCEMENT
 AITEM NO. 7BLANK,INFORMATION REQUIRED
 BITEM NO. 8BLANK,INFORMATION REQUIRED
  
 C THE NOTARY INFORMATION DESCRIBED HEREIN IS
 MISSING.
 DNAME OF PERSON, INFORMATION REQUIRED E
 TYPE OF AUTHORITY,INFORMATION REQUIRED F TYPE
 OF IDENTIFICATION,INFORMATION REQUIRED
  
 COMMENTA COPY OF THIS DOCUMENT SHALL BE RETAINED FOR
 USE AS REQUIRED.
 PLEASE SUBMIT A NEW COMPLETED AND RECORDED
 NOTICE OF COMMENCEMENT FOR COMPLIANCE REVIEW
  
 2
 ARCHITECT TITLE BLOCK
 COMMENTTHE ARCHITECT MUST PROVIDE THE DBPR WITH THE
  
 CORRECT ADDRESS THAT MATCHES THE INFORMATION IN THE
 TITLE BLOCK.
 SEE ATTACHED INFORMATION ON FILE W DBPR
  
  
 3
 TITLE BLOCK
 FLORIDA ADMINISTRATIVE CODE61G1-16.004
 A TITLE BLOCK IS REQUIRED ON ALL ARCHITECTURAL
 DRAWINGS.
 THE TITLE BLOCK MUST AT A MINIMUM CONTAIN THE
 FOLLOWING
  
 INFORMATION:
 FIRM NAME,ADDRESS,TELEPHONE NUMBER
 NAME OR IDENTIFICATION OF PROJECT
 DATE PREPARED
 A SPACE FOR THE SIGNATURE AND DATED SEAL
 A SPACE FOR THE PRINTED NAME OF THE PERSON SEALING THE
 DOCUMENT
  
 COMMENTPLEASE PROVIDE THIS INFORMATION ON ALL PLAN
 SHEETS
  
  
 4
 PROJECT INFORMATION
 FBC2004 BUILDING W/ 2005 AND 6 REVISIONS
 FBC2004 ACCESSIBILITYCHAPTER 11
 FBC2004 EXISTING BUILDING
 LEVEL OF ALTERATION FBC EXISTING LEVEL III
 TYPE OF CONSTRUCTION FBC503
 V-B
 SPRINKLED / UN-SPRINKLED
 UN-SPRINKLED
 BASIC WIND SPEED
 140MPH
 WIND EXPOSUREFBC1609.4B
 WIND IMPORTANCE FACTOR1604.5CATII -
 1.00
 TYPE OF OCCUPANCY
 A
 OCCUPANT LOADFBC 1004 62
  
 COMMENT-NOTE THE FOLLOWING INFORMATION ON
 THE COVER SHEET
  
  
 5
 ACCESSIBLE ROUTE. A CONTINUOUS UNOBSTRUCTED PATH
 CONNECTING ALL ACCESSIBLE ELEMENTS AND SPACES OF A
 BUILDING OR FACILITY. INTERIOR ACCESSIBLE ROUTES MAY
 INCLUDE
 CORRIDORS, FLOORS, RAMPS, ELEVATORS, LIFTS, AND CLEAR
 FLOOR
 SPACE AT FIXTURES. EXTERIOR ACCESSIBLE ROUTES MAY
 INCLUDE
 PARKING ACCESS AISLES, CURB RAMPS, CROSSWALKS AT
 VEHICULAR WAYS, WALKS, RAMPS AND LIFTS.
  
 5A
 FLORIDA BUILDING CODE BUILDING 11-4.3ACCESSIBLE
 ROUTE
 (1)AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY
 OF THE SITE SHALL BE PROVIDED FROM PUBLIC
 TRANSPORTATION
 STOPS, ACCESSIBLE PARKING, AND ACCESSIBLE PASSENGER
 LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE
 ACCESSIBLE BUILDING ENTRANCE THEY SERVE.
 THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT
 FEASIBLE,
 COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC.
  
 5B
 11-4.30.7 SYMBOLS OF ACCESSIBILITY.
 (1) FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED
 AS
 ACCESSIBLE BY SECTION 11-4.1 SHALL USE THE
 INTERNATIONAL
 SYMBOL OF ACCESSIBILITY.
 THE SYMBOL SHALL BE DISPLAYED AS SHOWN IN FIGURE 43 (A)
 AND FIGURE 43 (B).
  
 COMMENT ? PROVIDE A SITE PLAN WITH THE FOLLOWING
 APARKING SPACES W LINES - MEASUREMENTS -COLORS B
 HANDICAP PARKING SPACE WITH DOUBLE LINES, COLOR OF
 STRIPING, HANDICAP SYMBOL ON PAVEMENT,
 CHANDICAP SIGN W POLE. SHOW POLE HEIGHT FROM GRADE TO
 BOTTOM OF SIGN ATTACHED,
 DATTACHED SIGN WITH HC SYMBOL ? STRIPING, COLOR AND
 DOLLAR VALUE OF FINE INSERTED
 EACCESS ISLE WITH STRIPING-WIDTH OF ISLE AND
 CONNECTION
 TO BUILDING EXTERIOR PORCH WALKWAY
  
  
 6
 FBC BUILDING 11-4.1.3 ACCESSIBLE BUILDINGS:
 NEW CONSTRUCTION
 (1)AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH
 SECTION
 11-4.3 SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY
 ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS
 WITHIN THE BUILDING OR FACILITY.
  
 COMMENT
 APROVIDE A DETAIL SHOWING THE ELEVATIONS OF THE
 APPROACH
 FROM THE ACCESSIBLE ISLE (5 FEET WIDE)IN THE
 PARKING LOT
 TO THE NEW PORCH SLAB. SHOW PAVING ELEVATION, RAMP
 IF
 REQUIRED AND SLAB ELEVATION
  
 BPROVIDE A DETAIL SHOWING THE ELEVATION OF THE NEW
 PORCH
 SLAB ANDTHE ENTRANCE OF THE BUILDING ADDITION
 SLAB
  
 CPROVIDE A DETAIL SHOWING THE ELEVATIONS OF THE NEW
 PORCH SLAB CONNECTING TO THE EXISTING PORCH SLAB.
  
  
  
  
 7
 FBC BUILDING1609.1.3COMPONENTS & CLADDING ANCHORAGE
 AGAINST OVERTURNING, UPLIFT AND SLIDING. STRUCTURAL
 MEMBERS AND SYSTEMS AND COMPONENTS
 AND CLADDING IN A BUILDING OR STRUCTURE SHALL BE
 ANCHORED
 TO RESIST WIND-INDUCED OVERTURNING, UPLIFT AND SLIDING
  
 AND TO PROVIDE CONTINUOUS LOAD PATHS FOR THESE FORCES
 TO THE FOUNDATION.
  
 COMMENTS-PROVIDE A WINDOWAND DOOR SCHEDULE WITH THE
 INFORMATION AS FOLLOWS
 A WINDOW SIZE
 BROUGH OPENING SIZE
 CWINDOW TYPE SH ?FIXED-
 DWIND LOADS CHPT 1609.DESIGN PRESSURE NEG AND POS
 FOR EACH WINDOW
 EGLAZINGIMPACT ? NON IMPACT
 FEXTERIOR DOOR TYPE AND SIZE
 GDESIGN PRESSURE FOR EACH DOOR WIND LOADS CHPT 1609.
  
 DESIGN PRESSURE NEG AND POS
  
  
  
 8
 1008.1.8.3 LOCKS AND LATCHES.
 LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT
 OPERATION
 OF DOORS WHERE ANY OF THE FOLLOWING EXISTS:
 2.IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN
 OCCUPANT LOAD OF 300 OR LESS,AND IN CHURCHES, THE
 MAIN
 EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED
 WITH
 KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE
 PROVIDED:
 2.1.THE LOCKING DEVICE IS READILY DISTINGUISHABLE
 AS LOCKED,
 2.2.A READILY VISIBLE DURABLE SIGN IS POSTED ON
 THE EGRESS
 SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO
 REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.
 THE SIGN SHALL BE IN LETTERS 1 INCH (25 MM) HIGH ON A
 CONTRASTING BACKGROUND,
  
 COMMENTS-
 PROVIDE A HARDWARE SCHEDULE FOR THE EXTERIOR DOORS
 PROVIDE A HARDWARE SCHEDULE FOR THE INTERIOR DOORS
  
  
  
 9
 PRODUCT APPROVALS REQUIRED
 FBC 1609.1.4 AND WPB ADMINISTRATIVE CODE 106.3
 REGULATED BY DCA RULE 9B-72FLORIDA PRODUCT APPROVALS
  
 COMMENTS-
 ATHE NOAPGT SH WINDOW EXPIRED10/8/2006 SUBMIT A
 NEW NOA WITH A FLORIDA PRODUCT APPROVAL
  
 BTHE FLORIDA PRODUCT APPROVAL FOR THESIMPSON STRONG
 TIE
 WAS SUBMITTED WITHOUT THE NOA. THE FLORIDA APPROVAL IS
 THE
 COVER SHEET. THE NOA DESCRIBES THE PRODUCT IN DETAIL
  
  
  
 10
 FBC BUILDING 104.3 EXAMINATION OF DOCUMENTS 104.3.1
 PLAN REVIEW. THE BUILDING OFFICIAL SHALL EXAMINE OR
 CAUSE TO BE EXAMINED EACH APPLICATION FOR A PERMIT AND
 THE ACCOMPANYING DOCUMENTS, CONSISTING OF DRAWINGS
 SPECIFICATIONS, COMPUTATIONS AND ADDITIONAL DATA, AND
 SHALL
 ASCERTAIN BY SUCH EXAMINATIONS WHETHER THE
 CONSTRUCTION
  
 INDICATED AND DESCRIBED IS IN ACCORDANCE WITH THE
 REQUIREMENTS OF THE TECHNICAL CODES AND ALL OTHER
 PERTINENT
 LAWS OR ORDINANCES.
  
 COMMENT
 PROVIDE THE SLAB ELEVATION AND THE TOP OF BEAM
 ELEVATION
 ON SHEET 2
  
  
  
 11
 1807.2.1 FLOORS.
 DAMP PROOFING MATERIALS FOR FLOORS SHALL BE INSTALLED
 BETWEEN
 THE FLOOR AND THE BASE COURSE REQUIRED BY SECTION
 1807.4.1 ,
 EXCEPT WHERE A SEPARATE FLOOR IS PROVIDED ABOVE A
 CONCRETE SLAB.
 WHERE INSTALLED BENEATH THE SLAB, DAMP PROOFING SHALL
 CONSIST OF
 NOT LESS THAN 6-MIL POLYETHYLENE WITH JOINTS LAPPED NOT
 LESS THAN
 6 INCHES
  
 COMMENTPROVIDE THE MATERIAL DESCRIPTION OF THE
 VISQUEEN
  
  
  
 12
 1805.3.4 FOUNDATION ELEVATION.
 ON GRADED SITES, THE TOP OF ANY EXTERIOR FOUNDATION
 SHALL
 EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER AT
 POINT OF
 DISCHARGE OR THE INLET OF AN APPROVED DRAINAGE DEVICE
 A
  
 MINIMUM OF 12 INCHES (305 MM) PLUS 2 PERCENT.
  
 COMMENTPROVIDE THE FINISHED FLOOR ELEVATION FOR THIS
 SLAB
  
  
  
 13
 1609.1 WIND LOADS
 BUILDINGS, STRUCTURES AND PARTS THEREOF SHALL BE
 DESIGNED
 TO WITHSTAND THE MINIMUM WIND LOADS PRESCRIBED HEREIN.
  
 DECREASES IN WIND LOADS SHALL NOT BE MADE FOR THE
 EFFECT
 OF SHIELDING BY OTHER STRUCTURES.
  
 COMMENTEXPOSURE B
 APROVIDE THE WIND LOADS ON THE BUILDING ELEVATIONS
 1609.6BHORIZONTAL AND VERTICAL - END ZONES
 - INTERIOR ZONE
  
 BPROVIDE THE WIND LOADS ON THE ROOF STRUCTURE
 ELEVATION
 SEE TABLE1609.6A
  
 CPROVIDE THE WIND LOADSTHE ROOF OVERHANG
 ELEVATION TABLE 1609.6C
  
  
  
 14
 705.4FIRE WALLS -FIRE RESISTANCE RATING
  
 COMMENT
 SEE TABLE 705.4 GROUP ANOTE A
 WALLS SHALL BE NOT LESS THAN 2-HOUR FIRE-RESISTANCE
 RATED
 WHERE SEPARATING BUILDINGS OF TYPE II OR V
 CONSTRUCTION
  
  
  
 15
 705.5 HORIZONTAL CONTINUITY.
 FIRE WALLS SHALL BE CONTINUOUS FROM EXTERIOR WALL TO
 EXTERIOR
 WALL AND SHALL EXTEND AT LEAST 18 INCHES BEYOND THE
 EXTERIOR
 SURFACE OF EXTERIOR WALLS.
  
 EXCEPTIONS:
 1.FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT
 THE INTERIOR
 SURFACE OF COMBUSTIBLE EXTERIOR SHEATHING OR SIDING
 PROVIDED
 THE EXTERIOR WALL HAS A FIRE-RESISTANCE RATING OF AT
 LEAST 1 HOUR
 FOR A HORIZONTAL DISTANCE OF AT LEAST 4 FEETON BOTH
 SIDES OF
 THE FIRE WALL.
 OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE PROTECTED
 BY FIRE
 ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS
  
 THAN ? HOUR. \
  
 COMMENTSEE THIS CHAPTER RELATING TO THE FIRE WALL AND
 THE
 UNDERSIDE OF THE COMBUSTIBLE ROOF PANELS
  
  
  
 16
 710.6 PENETRATIONS AND JOINTS.
 THE SPACE AROUND PENETRATING ITEMS AND IN JOINTS SHALL
 BE
 FILLED WITH AN APPROVED MATERIAL TO LIMIT THE FREE
 PASSAGE
 OF SMOKE.
  
 713.2 INSTALLATION.
 FIRE-RESISTANT JOINT SYSTEMS SHALL BE SECURELY
 INSTALLED
 IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO
 DISLODGE,
 LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO ACCOMMODATE
 EXPECTED BUILDING MOVEMENTS AND TO RESIST THE PASSAGE
 OF FIRE AND HOT GASES.
  
 COMMENTPROVIDE THE PRODUCT TO BE USED TO SEAL THE
 MASONRY FIRE WALL UNDER THE ROOF TO THE PLYWOOD PANEL
 SHEATHING
  
  
  
 17
 715.3 FIRE DOOR AND SHUTTER ASSEMBLIES.
 APPROVED FIRE DOOR AND FIRE SHUTTER ASSEMBLIES SHALL
 BE
 CONSTRUCTED OF ANY MATERIAL OR ASSEMBLY OF COMPONENT
 MATERIALS THAT CONFORMS TO THE TEST REQUIREMENTS OF
 SECTION 715.3.1 , 715.3.2 OR 715.3.3 AND THE FIRE
 PROTECTION RATING INDICATED IN TABLE 715.3 .
  
 COMMENT- PROVIDE THE FIRE DOOR RATING AND ASSEMBLY SEE
 TABLE715.3 FOR THE FOUR HOUR FIRE WALL
  
  
  
 18
 ROOF FRAMING PLAN
  
 COMMENT
 PLEASE PROVIDE A ROOF FRAMING PLAN THAT SHOWS THE
 CONNECTION OF THE NEW ROOF TO THE EXISTING ROOF.
 DETAIL THE FRAMING, BRACING, CRICKETS, VALLEYS,
 FRAMING MEMBER SIZES REQUIRED
  
  
  
 PLEASE NOTE
 THEBUILDING IS RATED BY CODE A TYPEV-B .
 AS THE DESIGNER YOU CAN RATE THE BUILDING
 WITH A FOUR HOUR WALL SO THE BUILDING
 STANDS ALONE, BUT IN DOING SO YOU MUST
 COMPLY WITH THE FOLLOWING COMMENTS AND
 CODE SECTIONS REFERENCED IN THIS CRITIQUE.
 ITEM NO,14,15,16,17
  


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