HomeMy WebLinkAbout2018-0831 (Pope) A10301.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.
0808081508 0808 1308080909 090905050505 05 05 05 05 050505 0505 05 0505 05 16 05 05 0514 05 05 05 05 0505 05050514 1' - 0"9" 1' - 0"9"1' - 0"9"1' - 0"0505 05050505 0517
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PMR--2015_46
A103PRIVATERESIDENCE
Roof FramingPlan1/4" = 1'-0" 01Roof Framing Plan04/08/19
David Rutti