20-100669 (2)GENERAL NOTES:
FOUNDATION:
- DESIGN 13 BASED ON 2015 INTERNATIONAL RESIDENTIAL. =AND 205 EXISTING OU LDINCs CODE.
- DESIGN LOADS: SOILS -1500 P5F ALL011ABLE BEADING PRESSURE.
- CONCRETE SHALL ATTAIN THE FOU.OUNN<s MINIMIM COMPRESSIVE STWNGTH IN 28 DAYS UNA:
Fc- 30M PSI - FOUNDATICN WALLS
3000 PSI - Foam
2500 PSI - INTERIOR SLABS N GARAGE
3W PSI _ GARAGE E EXTERIOR SLA5 ON GRADE
- ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT 94YE LESS THAN 5% OR MORE THAN 1% AIR
ENTRAINMENT.
- FOLI DATON WALL DESIGN BASED ON BACKFILL SOIL CLASSIFICATION OF SC, ML-CL, OR CL (60 PCF)
SOIL.
- TYPICAL REW-MEMENT DETAILS: LAP ALL REBAR 24' MIK BEND BARS AND LAP AT CORNERS
PROVIDE 6' NOOK INTO SUPP�O»RT M FOOTINGS WEN FOOTINGS INTERSECT. PROVIDE 3' MN. COVER
AT THE BOTTOM BARS AND 1-101 COVER AT THE EDGES.
- FOLI DATON WALLS SHALL BE BRACED, PRIOR TO BACKFILL., BY EITHER ADEaATE TEMPORARY BRACING
OR INSTALLATION OF FIRST FLOOR DECK
- ALL WINGS SHALL BEAR BELOW FROST LUG. C06JLT SOILS SOILS REPORT / LOCAL MUNICIPALITY FOR
MNMIIM DEPTH BELOW GRADE
- FOOTW:6 AND SLABS CN GRADE SHALL BEAR ON VlfdA SOEL OR %% COWACTED FILL.
- FASTEN SILL PLATES TO FOUINDATION WALLS WITH 50 DIA. ANCHOR BOLTS WITH MIN. 3x3x1/4' PLATE WASHERS
(EDGE OF WASHER TO BE LOCATED MTHIN 10' OF E)(TERIOR EDGE OF SILL PLATE) AND NUTS AT 4'-0' 0C.
UN MIN.1" EMDEDMENT INTO CONCRETE. PROVIDE A MINMIM OF 2 ANCHORS PER PLATE, 12'MAXIMUM
FROM PLATE ENDS, UNA.
- ALL LIMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY I'MATION SHALL BE
PRESERVATIVE TREATED HEM FIR #2.
- CONTRACTOR TO VERIFY CORROSION -RESISTANCE COMPATIBILITY OF H,410WARE AND FASTENERS N
CONTACT UUTH PRESERVATIVE TREATED WOOD. CONTACT LUMBER AND HARDWARE SIMIERS TO
COORDINATE.
LOADING AND DE51GN PARAMETER5
GRAVITY DESIGN LOADS:
DEAD LOADS (PSR
4x RAFTERS 15
LIVE LOAD (PSF)
ROOF 20
SNOW LOAD:
GROW SNOW LOAD 25
FLAT ROOF SNOW LOAD 25
SNOW EXPOSURE FACTOR O's
SNOW LOAD IMPORTANCE FACTOR 10
THERMAL FACTOR 12
MEAN5 AND NOTES
THE STRUCTURE IS DESIGNED To BE SELF SUPPOM AND STABLE AFTER THE BUILDING IS FINISHED AND
ALL PLAN, DETAIL AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S SOLE
RE6MBILTTY TO DETER11NE THE ERECTION PROCEDURES AND SEA TO INM THE SAFETY OF THE
BuLDNG AND ITS cOMF'ON E TTS DM CMTRUCTOK THUS NCLLDES, BUT IS NOT LIMITED TO, THE ADDITION
OF NECESSARY SHORING, SHEETING, T>^7 I MRY BRACING, GUYS AND TIE -DO" CONTRACTOR SHALL BE
RESFbN KE FOR ALL SHORING AND BRACNG RECURED TO STABILIZE AND PROTECT EXISTING AND
ADJACENT STRUCTURES AND SYSTEMS DURING THE COURSE CF DEMOL.ITION AND CONSTRUCTION OF THE
PROJECT.
DESIGN AND SPECIFICATIONS ASSUME THAT ALL SUPPMWs AND NON -SUPPORTING ELEMENTS IN CONTACT
UTH EXISTING SAS, FOWATON WALLS, SLABS ON GRADE, BEAMS AND WALLS ARE LEVEL. AND
PLUMB IT 16 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LEVELNESS AND M4KE ADJUSTMENTS AS
NECESSARY, NGLUDNG CONSIDERATION OF THOSE AREAS THAT MAYBE U NTHN CONTRACTUAL., INDUSTRY OR
WARRANTY TOLERANCES.
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NO TREES i0 6E REMOVED WITH
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