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51'-0}/4" <br />(TYP) — <br />66' <br />134' <br />13' 3)'2" 24' -9Y4" <br />11' -11)Z" <br />9}p' <br />12' <br />24.-9" <br />84" <br />1' -0}'2" <br />7'- 113/4" <br />FOUNDATION NOTES: <br />1) FOUNDATION HAS BEEN DESIGNED AS SPREAD FOOTINGS IN REFERENCE TO SOILS REPORT <br />NO. XXXXXXXXXXXX DATED XXXXXXXXX, 200X BY BRAUN INTERTEC. ANY UNSUITABLE SOIL <br />7' 10Y2" BELOW FOOTING BEARING LOCATIONS TO BE REMOVED AND REPLACED WITH STRUCTURAL FILL <br />COMPACTED TO 95% STANDARD PROCTOR (REMOVE ANY SOIL WITH ORGANIC MATERIALS <br />SUCH AS TOP SOIL). EXCAVATION TO BE OVERSIZED 1 FOOT FOR EACH FOOT OF FILL <br />SEE SOILS REPORT FOR RECOMMENDED DEPTH OF EXCAVATION AND FILL MATERIALS. <br />38' -6" <br />36' -13/4" 5' -5" — <br />19' -11" <br />48' <br />40' <br />12' -9Y4" <br />FOOTING & FOUNDATION PLAN <br />NOTE: <br />SEE S3 FOR GENERAL NOTES AND REINFORCING STEEL NOTES <br />SLAB & ELEVATION NOTES: <br />MIN. FLOOR SLAB THICKNESS 4" OVER 6" COMPACTED <br />GRANULAR FILL Sc 6MIL POLY <br />REINFORCE W/ 6X6 10 /10 W.W. MESH <br />SEE ARCH DWGS FOR SLAB SLOPES AND FLOOR DRAINS <br />ELEVATIONS: <br />TOP OF SLAB ® FND WALL 89'10" (VARIES <br />ELSEWHERE SEE ARCH DWGS) <br />TOP OF FOOTING: 89'2" UNO <br />TOP OF FOOTING ® PRECAST COLS: 88'2" (QTY 11) <br />25' -0)'4" --' <br />7-10Y2" <br />2) DESIGN BEARING PRESSURE = 3000PSF, TO BE VERIFIED BY SOILS ENGINEER. <br />MINIMUM FROST COVER 3' -6 ", 5' -0" AT ISOLATED EXTERIOR FOOTINGS. <br />3) SLAB —ON —GRADE BASE FILL TO BE GRANULAR MATERIAL PLACED IN MIN. 4" LAYER AND <br />COMPACTED TO 957 STANDARD PROCTOR. EXISTING SUB —GRADE TO BE DISCKED AND <br />COMPACTED WITH A SHEEPSFOOT ROLLER PRIOR TO PLACEMENT OF ANY FILL. <br />STRUCTURAL FILL TO BE PLACED IN MAX 9" LIFTS AND COMPACTED WITH A <br />SELF — PROPELLED SHEEPSFOOT ROLLER TO 95% STANDARD PROCTOR DRY DENSITY. <br />29' -6" 4) SOILS ENGINEER TO VERIFY SUBGRADE MATERIAL AND COMPACTION BEFORE POURING <br />FOOTINGS. <br />5) USE FROST RESISTANT GRANULAR BACKFILL AROUND PIERS AND WALLS. <br />6) PROTECT EXCAVATIONS & POURED FOOTINGS FROM FROST PENETRATION AT ALL TIMES. <br />NO CONCRETE TO BE PLACED ON FROZEN SOIL. <br />1' -43'4" <br />21' <br />2•-1" U t <br />10' -8)'2" <br />2' 1" <br />fi <br />8 <br />CONCRETE NOTES: <br />1) EXCEPT AS NOTED, ALL CONCRETE WORK TO BE IN ACCORDANCE WITH CURRENT ACI 301 <br />SPECIFICATIONS FOR STRUCTURAL WORK FOR BUILDINGS AND IBC 2000 AND APPLICABLE <br />RELATED STANDARDS. CONCRETE MIXES SHALL BE DESIGNED PER ACI 301, USING PORTLAND <br />CEMENT CONFORMING TO ASTM C -150 OR C -595, AGGREGATE CONFORMING TO ASTM C -33 <br />AND ADMIXTURES CONFORMING TO ASTM C -494, 0 -1017, C -618, C -989 AND C -260. <br />2) CONCRETE STRENGTH TO BE 3000PSI AT 28 DAYS WITH MAX. WATER CEMENT RATIO <br />(W /C) = .50 FOR ALL CAST —IN —PLACE CONCRETE EXCEPT GARAGE FLOOR SLAB TD BE <br />4000 P51 AT 28 DAYS WITH MAX. W/C RATIO = .46 <br />3) MAX. AGGREGATE SIZE: 3/4" FOR FTGS. & SLAB <br />3/8" FOR MASONRY FILL <br />4) MAX SLUMP: 4" EXCEPT 8" FOR MASONRY FILL Sc 3" FOR SLABS <br />5) AIR ENTRAINMENT: 4.5 -7.5% FOR GARAGE FLOOR AND EXPOSED WORK <br />6) SAWCUTS FOR GARAGE SLAB —ON —GRADE SHALL BE 1" DEEP & 1/8" WIDE. CUTTING TO <br />BE DONE NOT SOONER THEN 12 HOURS, AND NOT LATER THEN 24 HOURS AFTER SLAB <br />POUR. CUTS TO BE FILLED WITH APPROVED BITUMINOUS COMPOUND OR CAULKING. MAKE <br />CUTS AS SQUARE AS POSSIBLE AT A MAX. OF 16FEET SQUARE. <br />7) CONCRETE MATERIALS, FORMING, PLACING, FORM REMOVAL ETC.. TO ACI <br />RECOMMENDATIONS AND ACCEPTABLE STANDARD CONSTRUCTION PRACTICE. <br />8) REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH CURRENT ACI -318 <br />AND IBC 2000 WITH APPLICABLE RELATED STANDARDS. <br />MASONRY NOTES: <br />1) ALL MASONRY HAS BEEN DESIGNED AND IS TO BE CONSTRUCTED IN ACCORDANCE WITH IBC <br />2000 AND THE APPLICABLE REFERENCED STANDARDS. <br />2) ALL CONCRETE BLOCKS TO CONFORM TO ASTM C90 GRADE N. MINIMUM COMPRESSIVE <br />STRENGTH = 2000 PSI. <br />3) ALL MORTAR TO BE TYPE "M" WITH MINIMUM COMPRESSIVE STRENGTH = 2500 P51 <br />(UNO SEE SPECS.). <br />4) MINIMAL MASONRY LINTEL TO BE 8" HIGH U BLOCK C/W 2 — #5 BOTTOM AND CONCRETE FILL <br />FOR OPENINGS UP TO 4' -0" U /N. FOR LARGER OPENINGS NOT SHOWN, CONSULT THE ENGINEER. <br />LINTELS SHALL BE SHORED UNTIL FILL HAS ACHIEVED 2/3 OF ITS DESIGN STRENGTH. FILL TWO <br />BLOCK CORES FOR TWO COURSES EACH END OF LINTELS. <br />5) PROVIDE VERTICAL REINFORCED CONCRETE CORES AS NOTED ON DRAWINGS AND HORIZONTAL <br />DUR —O —WALL REINFORCING AT 16" 0/0 TO ALL BLOCKWORK. ALL REINFORCED CORES TO BE <br />CONCRETE FILLED W/ 1 — #5 POSITIONED 3 1/2" FROM INSIDE FACE & SHALL BE HELD IN POSITION <br />(PRIOR TO GROUTING) WITH WIRE POSITIONERS SPACED AT 192 BAR DIAMETERS ( 10' MAX.) AND <br />AT REINFORCING SPLICES. <br />6) PROVIDE VERTICAL CONTROL JOINTS ® MAX. 30' -0" O /C. SEE STRUC. DRAWINGS FOR <br />LOCATIONS. FILL CORE W/ 1 — #5 EACH SIDE OF CONTROL JOINT. <br />7) PROVIDE BOND BEAM (8" MIN DEPTH) AT TOP COURSE OF ALL MASONRY WALLS & UNDER ALL <br />PRECAST, STEEL DECK AND BAR JST. BEARING W/ 2 — #5. <br />1 /E• . 1'- 0• <br />A s o 4 e <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />�. mPns+n ate,Il ATFO D1a1nn NE a "C 444t4FC15'u16IrI.SIPI wl45 <br />ARCHITECTJENGINEER <br />PLANNER <br />HARTFORD <br />olaine, ow A. <br />I msh 4ot t: qm.4-444 <br />" report ."ono ym"under rof <br />40x16044 a4 to I amo 4 <br />Rg 4 Studds Fnun., Lode to <br />to e1 to Pt* of Remote <br />Goy G. WOW PE <br />P<peta45, N0015551 <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS -LL, <br />LLC <br />12119.73MEE LANE <br />8 <br />44= <br />mER P2NRE.,x <br />nmE:1m <br />nl: afb'N61 0G <br />PROJECT: <br />BtIIY'S <br />PIES <br />OF <br />LEGACY AT <br />WOODS <br />EDGE <br />LINO LAKES <br />TOWN <br />CENTER <br />PARKWAY <br />ISSUE <br />• <br />c.T"T`. <br />. c <br />, REV. THIS SHEET <br />SHEET TITLE: <br />FOOTING <br />AND <br />FOUNDATION <br />PLAN <br />SHEET NUMBER: <br />S1.0 <br />2005 <br />• <br />