HomeMy WebLinkAbout2018-0831 (Pope) A10201.NEW 11-7/8" TJI'S (OR OPEN WEB TRUSSES) @ 16" O.C. -FINAL DESIGN / SIZING /SPACING BY SUPPLIER + STRUCTURAL ENGINEER -REF: SPECIFICATIONS FORDEFLECTION CRITERIA OR OTHERWISE EXCEED BUILDING CODE MINIMUMS.
02.BUILT-UP BEAM (SAME DEPTH AS TYPICAL ADJACENT JOIST) -DESIGN BY SUPPLIER /STRUCTURAL ENGINEER.
03.EXISTING FLOOR STRUCTURE -REVIEW CONDITION OF STRUCTURAL COMPONENTS
04.EXISTING BEAMS -VERIFY ACTUAL CONDITIONS.
05.WOOD HEADER DESIGN BY SUPPLIER / STRUCTURAL ENGINEER (TYPICAL).06.LEDGER -DESIGN BY SUPPLIER / STRUCTURAL ENGINEER
07.DROP BEAM -DESIGN BY SUPPLIER / STRUCTURAL ENGINEER08.ROOF FRAMING (TRUSS OR STICK BUILT) -DESIGN BY SUPPLIER / STRUCTURALENGINEER -REVIEW INTENT WITH ARCHITECT PRIOR TO DESIGN. STORAGE MAY BEDESIRED.09.SPECIAL VAULTED CEILING THIS AREA -TO COORDINATE W/ SKYLIGHT -REF:INTERIORS PACKAGE.10.NEW CONCRETE SLAB -PER SPECIFICATIONS -REF: FOUNDATION PLAN FORDIMENSIONS. SLOPE SLAB TOWARDS WEATHERLIP. CONTROL JOINTS AS SHOWN OR ASDISCUSSED WITH ARCHITECT.11.WEATHERLIP AT GARAGE SLAB -SLOPE AWAY FROM INTERIOR
12.TREATED 2x DECK FRAMING -FINAL DESIGN / SIZING / SPACING BY SUPPLIER ORSTRUCTURAL ENGINEER -REF: SPECIFICATIONS FOR DEFLECTION CRITERIA OROTHERWISE EXCEED BUILDING CODE MINIMUM.
13.ROOF EXTENSION -DESIGN BY SUPPLIER / STRUCTURAL ENGINEER
14.POSSIBLE STORAGE SPACE -REVIEW WITH ARCHITECT / OWNER.15.EXISTING ROOF FRAMING -INTENT IS TO KEEP. REVIEW WITH ARCHITECT16.GIRDER TRUSS -DESIGN BY SUPPLIER / STRUCTURAL ENGINEER -REVIEW INTENT WITHARCHITECT PRIOR TO DESIGN. VERIFY LOAD PATH IS ADEQUATELY SUPPORTED ANDCARRIED DOWN TO FOUNDATION BEARING.17.BEAM -DESIGN BY STRUCTURAL ENGINEER -REVIEW WITH ARCHITECT PRIOR TODESIGN -INTENT IS BEAM TO BE BUILT AT TOP OF WALL AND BEAR ON BUILT-UPCOLUMNS.
FRAMING PLAN NOTES XA.FIELD VERIFY ALL CONDITIONS.
B.REFER TO ARCHITECT IF THERE ARE ANY DISCREPANCIES TO PLANS AND ACTUAL FIELDCONDITIONS.
C.2 ADJACENT LINES ON FRAMING PLAN MEANS DOUBLED-UP JOIST.
D.BEAMS AS SPECIFIED MAY ONLY BE SUBSTITUTED WITH ARCHITECTS PRIOR APPROVAL(LVL VS. GLULAM).E.PER SPECIFICATIONS, ALL EXTERIOR STRUCTURAL LUMBER IS TO BE TREATED.F.ALL STRUCTURAL CONDITIONS TO BE REVIEWED BY STRUCTURAL ENGINEER. ANYMODIFICATIONS TO ARCHITECT'S DESIGN INTENT MUST BE APPROVED BY ARCHITECT.G.FRAMING PLANS ARE INDICATED TO SHOW DESIGN INTENT & SPECIAL CONDITIONSONLY -NOT EVERY DETAIL OF STANDARD SYSTEM.FRAMING GENERAL NOTES-BLACK COLUMN -BUILT-UP STUD COLUMN SUPPORTING LOADS FROM ABOVE-GRAY COLUMN -BUILT-UP STUD COLUMN BELOW-WHITE COLUMN -EXISTING COLUMN
-DIAGONAL DOWN HATCH -LOAD-BEARING WALL BELOW
FRAMING PLAN SYMBOLS-SCREENED DIAGONAL DOWN HATCH -LOAD-BEARING WALL FROM ABOVE-THIN LINE -2x JOISTS/RAFTERS AT SPACING SPECIFIED IN PLAN NOTE DESCRIPTION.
WINDOW SILL2X4DOUBLE TOP PLATETREATED BOTTOM PLATEWALL STUDS
2 x 42 -2 x 4HEADER(2) 2X108' - 6"6' - 4 3/4"PER PLANS PER PLANSHEADER(2) 2X10DOUBLE TOP PLATETREATED BOTTOMPLATE2 x 42 -2 x 4BEAM PER SCHEDULE1,000 LB ANCHORSTRAP (EACH SIDE OFOPNG)TOP PLATEANCHOR BOLTS8' - 6"WALL STUDS16' - 4"7' - 1 3/4"0303030304010107101207C JC JC JC J C J 1106 0602REVIEW CONDITION WITHSTRUCTURAL ENGINEER -GIRDERTRUSS TO SIT ON BUILT-UP FRAMINGCOLUMN. COLUMN TO SPREADLOAD ACROSS TOP OF EXISTINGFOUNDATION WALL.04 04 04 17
REVIEW CONDITION WITH STRUCTURAL ENGINEER -GIRDER TRUSS TO HANG FROM BEAM THAT SHALLBEAR ON BUILT-UP FRAMING AT THIS CONDITION.ENSURE ADEQUATE BEARING REVIEW CONDITION WITHSTRUCTURAL ENGINEER -GIRDERTRUSS TO HANG FROM BEAM THATSHALL BEAR ON BUILT-UP FRAMINGAT THIS CONDITION. ENSUREADEQUATE BEARINGSTATUSSHEET NUMBER:SHEET TITLE:PROJECT NAME:CERTIFICATION
Copyright HAUS Architecture LLC, 2018; Scope Documents Per Sheet A000DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME:COPYRIGHT: HAUS -2018
MARK:DATE: DESCRIPTION:
4601 E 116th Street,Carmel, IN 4603308.30.18 CHECK SETNOT FORCONSTRUCTION
PMR--2015_46
A102
PRIVATERESIDENCEFirst FloorFraming Plan3/8" = 1'-0"02Typical Window and Door Framing Detail3/8" = 1'-0"0316'-0" Garage Door Header Detail1/4" = 1'-0" 01First Floor Framing Plan04/08/19
David Rutti