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HomeMy WebLinkAboutSav-On - Canopy Foundation PlanttTHO IN USA N.E. BLUEPRINT DRAINS 12' BELOW TOP I I OF ISLAND BY G. C. 1 I I FTG. # 2 { TOP OF ISLAND AT ELEV. 1 QQ • O 1 1 i I FOUNDATION PLAN, TOP OF FOUNDATION @ ELEV. __9O LA— LA— ()10 A— ()0 N N NOTE: TOP OF ALL FOOTINGS TO BE AT SAVE- ELEVATION 1 1 / oop(-- DRAIN 10 EXIT 12" BELOW TOP OF ISLAND, G. C. TO CONTINUE TOP OF DRIVE SLAB --J 4 --__ �-- — — — PROJECTION GROUT -� _i-i----.•__i=•-�-j _? •moi- r• t • .; 1 1/2.0 X 3'-6' — • ,�-- ANCHOR BOLTS W/ (2) NUTS @ EA BOLT • ' + BY G C. (TYP.) • (4}— 14 VERTICALS a i • : ' ` . •ia I� EACH FACE 4 TIES 0 18" o c • •' = • • i a EACH WAY (TYP.) a •. a 4'-0" SQUARE FOOTING DETAIL SCALE- 3/4' = 1'-0" GENERAL NOTES ASSUMED SOIL BEARING PRESSURE WAS 2000 PSF VERTICAL, 250 PSF LATERAL PER FOOT OF DEPTH. IF ACTUAL SOIL BEARING CAPACITY VARIES, FOOTING SIZE MUST BE ADJUSTED ACCORDINGLY. ABBREVIATIONS — G.C. = GENERAL CONTRACTOR ELEV. = ELEVATION @ = AT SQ. = SQUARE FTGS. = FOOTINGS i = BUILDING LINE ( = CENTER LINE c/C CENTER TO CENTER Pt Shelf CANOPY FOUNDATION PLAN FOR :F 381 CAMP STREET 3 $1 WILLOW HYANNIS, MA YARMOUTH MAA' DAM 9 Z.1-95