HomeMy WebLinkAboutA101-116 Jeff Scott 24x36-Arch DS
S
2868
UP24'7'-6"13'-1 1/2"2'-1"24'
24'
3'-9 5/16"
25'-11 1/4" 13'-9 1/2" 1'-2 1/2" 1'-7 15/16"9'-3 3/4"
1'-7 7/8"
1'-2 9/16"
3'-6 3/4"
86'-1 7/16"
30'-8"4'-5" 23'-6 1/2" 11'-8"2'-1"4'-8"13'-2 9/16"25'-11" 11'-3 3/4" 30'-7 13/16"
4'-9 3/8"
6'-9"7'-3 5/8" 7'-4"2'-8" 17'-11 1/2" 2'-11"
9 1/4"
13'-4 1/2"5'-11" 8'-9 1/2"8'-8" 8'-8" 8'-9 1/2" GARAGEEXISTING FOUNDATION
NEW FOUNDATION
Existing Crawl SpaceExisting BasementNewCrawlSpaceHVACCHASEA101
SHEET:
SCALE:Foundation PlanDATE:
10/29/20
1/4"=1'
FOUNDATION NOTES:
SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ., 1 VERT. BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS.
ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTINGS A REQUIRED TO MAINTAIN REQUIRED DEPTH BELOW FINISH GRADES.
CONCRETE STRENGTH,
4,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI).
3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION.
MAXIMUM SLUMP, 4"
USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE
CONCRETE EXPASION ANCHORS SHALL BE 'SIMPSON WEDGE-ALL STUD ANCHORS' OR ENGINEER APPROVED EQUAL. EPOXY TO BE SIMPSON "SET" ADHESIVE
OR APPROVED EQUAL.
INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION.
11/12/20