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4130 SPRING CANYON CT - SITE PLANS - 6/15/2017
O 1 in go 1 1 N 2.5 3'-80 15'-0' 7 7'-6- 7'-6- 8 KIPS 1 3 KIPS UNDERPINNING HOFFMAN RESIDENCE 4130 SPRING CANYON COURT FORT COLLINS, COLORADO SEPTEMBER 17, 2012 DENOTES APPROXIMATE HELICAL PIER LOCATION & TOTAL DESIGN LOAD IN KIPS 03204 8 KIPS 10 0 co El WEEKS 6 66B13CIBTES STRUCTURAL ENSINEERS 1 FULL WIDTH 4 UNDER F00TIh HOFFMAN RESIDENCE 4130 SPRING CANYON COURT FORT COLLINS, COLORADO SEPTEMBER 17, 2012 UNDERPINNING DETAIL 1/2" = 1'-0" B17032.04 PROPRIETARY BRACKET TO ATTACH PIER TO FOUNDATION TRIM FOOTING 0 PIER LOCATION 12(liq_1m;J12W DESIGN LOADS: ROOF - 30 PSF SNOW 20 PSF DEAD FLOOR - 40 PSF LIVE 12 PSF DEAD WIND - 100 MPH, EXP B � coy WEEMS 6 8660CI6T®6 STRUCTURAL ENGINEERS