Plan Review Notes
Plan Review Notes For Permit 01070541
Permit Number 01070541
Review Stop B
Sequence Number 1
Notes
Date Text
2001-07-17 00:00:00BUILDING PLAN REVIEW
 PERMIT # 01070541
 4301 S DIXIE HWY
 PLAN CHECK: FIRE STATION
 * INDICATES AMENDMENTS TO SBC
 TYPE V UNPROTECTED/ SPRINKLERED
  
 1)- STATE STATUTE 481: ARCHITECTURAL
 DRAWINGS SUBJECT TO PUBLIC RECORD ARE
 TO BE SIGNED, SEALED & DATED.
  
 2)-A SURVEY LESS THAN A YEAR OLD
  
 3)- SBC 1804.2* SOILS REPORT,MINIMUM
 BEARING VALUE, SOILS TERMITE TREATMENT
 2304.1.2.
  
 4)- BUILDING ANALYSIS: SBC TABLE 1606:
 IMPOPTANCE FACTOR NOT GIVEN,1.15.
 FIRE DISTRICT:
 5)- F1102.4: ROOF COVERINGS SHALL CON-
 FORMTO THE REUIREMENTS OF CLASS "A" OR
 CLASS"B" ROOF COVERINGS.
  
 5)- F102.7 ARCHITECTURAL TRIMON BUILD-
 INGS LOCATED IN A FIRE DISTRICT SHALL
 BE CONSTRUCTED OF APPROVED NON-COMBUST-
 IBLE MATERIALS OR FIRE RETARDANT TREATED
 WOOD.
 PRODUCT APPROVALS
 6)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 THE CITY WILL REQUIRE PRODUCT APPROVALS
 FOR THE FOLLOWING ITEMS:
 A- DOORS
 B- GARAGE DOORS/ OVERHEAD
 C- SLIDING GLASS DOORS
 D- WINDOWS
 E- GLASS BLOCK
 F- SKYLIGHTS
 G- ROOFING MATERIALS & ROOF TILE
 ALL WALL OPENINGS DOORS, WINDOWS NEED
 TO HAVE THE PRESSURES POS/NEG THAT WILL
 BE APPLIED, IMPORTANCE FACTOR & END
 ZONES TO BE INCLUDED IN THESE PRESSURE
 ZONES. SEE CITY POLICY FOR LARGE MISSLE
 IMPACT RESISTANCE GLAZING. 1606.4 /
 1707.4.1*
  
 7)- SBC 104.2.2*: MISSING PAGE "A 7.1"
  
 8)- SBC 1203.1.5 LIGHT & VENTILATION:
 SKYLIGHTS, VENTS, LOUVERS OR MECHANICAL
 VENTILATION MAY BE SUBSTITUTED FOR
 WINDOWS WHEN APPROVED BY THE BUILDING
 OFFICIAL, PROVIDED ADEQUITE LIGHT& VENTI
 LATION IS PROVIDED TO MEET THE REQUIRE-
 MENTS OF THIS CHAPTER.
  
 9)- SBC 1204.2 SURROUNDING MATERIALS:
 THE WALLS & FLOORS OF ALL PUBLIC REST-
 ROOMS SHALL BE LINED WITH NONABSORBANT
 MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE
 FLOOR.
  
 10)- NOTE: CERAMIC TILE, FL ACC CODE
 4.3.6/ 4.5.1 GROUND & FLOOR SURFACES
 ALONG ACCESSIBLE ROUTES AND IN ACCESS-
 IBLE ROOMS & SPACES INCLUDING FLOORS,
 WALKS,RAMPS, STAIRS & CURBS SHALL BE
 STABLE, FIRM, SLIP RESISTANT.ADDAAG-
 A-5 A STATIC COEFFICIENT OF FRICTION OF
 0.6 IS RECOMMENDED FOR ACCESSIBLE ROUTES
 AND 0.8 FOR RAMPS.
 STRUCTURAL PLANS
 11)- MISSING IS IN FORMATION ON THE
 FOUNDATION, FOOTINGS, SLAB THICKNESS,
 SIZE OR DEPTH OF FOOTINGS, REINFORCEMENT
  
 12)- MISSING INFORMATION ON COLUMNS &
 BEAMS, SIZE OF, REINFORCEMENT, STRENGTH
 OF CONCRETE, LINTELS, LOADS, HOOPS,
 STIRRUPS, TRUSS ANCHORS ETC.
  
 13)- MISSING MEAN ROOF HEIGTH, TTRUSS
 PLAN LAYOUT, W/ DESIGN INFO SBC OR
 ASCE-7-95 WIND LOADS, CONSISTENTWITH
 DESIGNER OF RECORD. TRUSS & GIRDER
 LOADS, VERTICAL, HORIZONTAL & GRAVITY
 LOADING. SPECIAL ROOF SHEATHING
 NAILING ZONES.
  
 14) MISSING WINDOW & DOOR BUCK DETAIL.
  
 15)- SBC 2309.6 ATTIC ACCESS 22"X36"
  
 16)- SBC 2309.7 ATTIC VENTILATION
  
 17)- DISCREPANCY:SH A4.1 INDICATES A
 "U" STRUCTURE FOR THE KITCHEN EXHAUST,
 IN THE SAME ROOF PLANE A SECOND "U" SHAP
 ED STRUCTURE IS INDICATED BUT NOT SHOWN
 INTHE ELEVATION SHEET A 5.1
  
 THIS IS ONLY A PARTIAL PLAN REVIEW, MORE
 DETAIL IS REQUIRED TO DO A THROUGH
 REVIEW, THE PLANS ARE TO BE A MINIMUM OF
 1/8" SCALE, NOT 1/8" THEN SHRUNK!
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 EX 8412


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