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, STRUCTURAL NOTES: CONCRETE ' Provide ready�-mixed concrete per ASTM C94. PoRland cement shall be ASTM C1�0,Type I. Structural Steel Fasteners Use only�one brand of cement throughout the work. Provide concrete a�sreQates meetina the Anchor rods-ASThf F 1»�,Gr.36,Fy=36 ksi requirements of ASTM C33. Marimum ag�reeate size shall be 3/4"for arade beams and slabs. W'ater shall be clean,Yree of deleterious amounts of acids,alkalis,or organic materials,and shall be Reinforcing Steel considered potable. Provide admixtures to reduce water content,provide air-entrainment,or alrer the Deformed Bars-ASTM A61�,Gr.60,Fr'=60 ksi qualiri'of the concrete to meet the job conditions. Masonry Joint Reinforcing-ASTM A9�1,Fy=70 ksi Provide full development and splice lengths per Concrete Reinforcing Steel Institute(CRS[)or AC[318 requirements. CONCRETE All concrete esposed to weather,freeze-thaw conditions or de-icing chemicals shall contain S°�o-7°�0 F'c—Compre�sive stren�th in 28 days. entrained air. d000 PSI unless noted otherwise Slump shall be determined by ASTM C143 as follo�vs: 3000 PSI for Footings Footinas 3"-4" 3000 PSI for Ma Slabs on erade 3��--4" Maso�n�erout 8"-11" MASONRY Concrete shall not be laid when the temperature of the outsidt air is below 40 de�rees Fahrenheit, Concrete Masonry Units-ASTM C90 unlessapproved methods are used durina consturection to prevent damage to the concrete. All F'm=net area compressive strenath materials used and surfaces built upon shall be free of snow and ice. Masonry based on[BC TABLE 210�.2.2.LZ w"ood beams pocketed into conerete shall be provided with a!<_"air space on top.end,and sides 3000 psi unless noted unless treated wood or steel plates are used. Concrete shall not bear permanently on wood members. TEl�iPORARY BRACING Contractor is responsible for bracing.w ithout overstressing,all structural elements as SLABS ON GRADE required at all stages of construction until completion of the project. Provide temporary� All slabs on grade shall be reinforoed with either w'w'F6x6-W 1.�3 x W l.d in center of slab or 3.0 lateral support for all walls until walls are adequately braced by permanent structure. Shore pounds per cubic y�ard pohpropylene fiber reinforcement. foundation walls retaining earth until floor is in place. Use caution when operating Slabs on erade adjacent to foundation walls retainin�earth shall be a minimum of 3'/"thick. equipment adjacen[to foundation walls. Construction and/or control joints shall occur at a maximum of 10�-0"o.c.at esterior slabs on grade, and at a maximum of 16'-0"o.c.at interior slabs on erade. GENERAL SOIL NOTES Construction and/or control joints shall be laid out in a rectangular pattem with lons to shoR side The structure has been desiQned for the presumptive load-bearing value of 2�00 psf in ration less than or equal to 1.�and with no re-entrant corners. � accordance with Table R401.4.1 of the 2006 IRC on virein soils or compacted graaular fill Cornerjoints for slabs on�rade shall be saw cut as soon as concre[e can accept it without ravelina. for footings. � Do not cut structural slabs or roppina slabs. y Remove all top soil,uncompacted fill,or other poor soil from[he construction area. All control/construction joints shall be continuous and not staggered or offset. Slope the si[e to drain away from the building Control joints shall be cleaned and sealed for curin�purposes as soon as possible. Backtill with granular soils Verify floor finishes and controUconstructionjoint locations with owner and architect. FOOT[NGS/FOUNDATION RE[NFORCED CONCRETE MASONRY WALLS All footings are to be formed.All stumps,roots and debris must be removed from the soil to Hollow unit concrete masonry shall be ASTM C90. a depth of at least 12"below the surface of the ground in the area occupied by�the buildin�. :�(ortar shall be per ASTM C270:Type M or S for bclo��-grade and exterior masonry:Type N for all Footings shall be placed on virain soil or compacted granular till. � interior ab�ve-erade masonn�. Wa(I footinas are cast-in-place concrete w�ith conti�uous reinforcing placed 3"dear of All masonry�units shall be placed in running bond. bottom and 2"clear at top and sides. Pro�ide special shapes Yorjambs,columns,pilasters.control joints,eomers and lintels. Wall footinss are centered under walls. See plans for location and spacin�of reinforcement in walis. �l'h�n one bar is in a single core,place Wall footings shall be a minimum of 10"thick with a a"projection each side of wall, in center,unless noted othenvise. w'hen two bars are in a single core.place on near each face- reinforced with 2-#4 continuous bottom bars. Vertical steel shall be lapped 48 bar diameters at all splices. Provide 30 bar diameter lap at splices and full crossin�lap at corners and intersections. Tie Provide full mortar bedded face shells and webs around all sroured cells for full bearin�and to all reintorcing in place. � prevent leakage into adjacent cells- � Maintain minimum frost depth of 42"for all exterior footines. Grout shall be per ASTM C476. S[ep footings in a uniform manner usins a 2:I horizontal to vertical slope. Fill masonry core at vertical columns with 3000 psi�rout vibrated in place. Cast dowels in footing for foundation walls above.Dowels sha(l be the same quantity,size Wall construction shall not exceed heights of d'-0"before placemen[of core grout unless cleanout and spacing as the vertical wall reinforcing. Dowels shall be 30"lone and extend[0 3"clear ho(es are provided at the bottom of each erout lift,then a maximum height of 8'-0"before placement of bottom of footina. of core arout � Contractor shall be responsible for implementing hot weather concrete requirements per Provide ladder or truss st�le horizontal joint reinYorcine,fabricated with galvanized 9 gauge wire, ACI 30�and cold weather concrete requirements per ACI 306 placed every 2nd course. Shore all foundation walls appropria[ely before backfillins and compactins. Sill plates to be bolted to foimdation wall��ith�/3"diameter anchor bolts at 4'-0"o.c.maximum. Foundations supporting wood shall extend at least 6"above the adjacent tinished grade. Bolts to extend l3'�minimum into solidly grouted foundation wall. The contractor shall verify the location of all existing underground utilities and tanks prior to I�tasonry�shall not be laid or grouted when the temperatures of the outside air are below 40 degrees beginnina excavation. Fahrenheit,unless approved methods are used durine construction ro prevent dama�e to the masonry. All materials used and surfaees built upon shall be free of snow and ice. � r nr�= 1370 CHERRY PLACE GARAGE FOUNDATION REQUESTED BY DRAWN BY DATE E W NAFSAD OI-Ob-2014 DRAWING NUMBER REV. SCALE MSD- NONE sHeer Z oF 2 THIRD ANGLE PRO]ECTfON �