REVISIONS
65'-8 1/2" 10'-9"
43'-11 1/2"
NOTES 5"
8'-7 3/4"
12'
11'-2"
DATE: 3/20/2014
SIDING 4 SIDES
36'
11'
4" STEP
Scale: 1/8" = 1'-0" Tabloid (11" x 17") 25K 10'-1 1/2"
10'-1 1/4"
8"
8"
4'-8"
SLOPE 1/16" PER FOOT, MIN.
25K
25K
HELICAL PIER AND ULTIMATE CAPACITY. TYP. 21'
25K
18"H X 24"W MIN. CRAWL SPACE ACCESS DOOR NOTE: ACCESS DOOR LOCATED PER BUILDER PER SITE CONDITIONS
9'-4 3/4"
9'-4 3/4"
9'-4 1/2"
9'-4 3/4" 56'-4"
8"X8" HELICAL PIER AND ULTIMATE CAPACITY. TYP. 57'
10'-5"
65'-3 1/2" 96'-8 1/2"
1. THE HELICAL PILE CONTRACTOR SHALL BE EXPERIENCED IN PERFORMING DESIGN AND CONSTRUCTION OF HELICAL PILES AND SHALL FURNISH ALL MATERIALS, LABOR, AND SUPERVISION TO PERFORM THE WORK. 2. HELICAL PILES SHALL BE INSTALLED AT THE LOCATIONS INDICATED ON THE FOUNDATION DRAWINGS. ULTIMATE LOAD CAPACITY OF INSTALLED PILES SHALL MEET OR EXCEED THE VALUES INDICATED ON THE FOUNDATION PLAN. 3. ALLOWABLE TOLERANCES -CENTERLINE OF HELICAL PILES SHALL NOT BE MORE THAN 3 INCHES FROM PLAN LOCATION. -HELICAL PLIE PLUMBMESS SHALL BE WITHIN 2 DEGREES OF DESIGN ALIGNMENT. -TOP ELEVATION OF HELICAL PILE SHALL BE WITHIN +1 INCH TO -2 INCHES OF THE DESIGN VERTICAL ELEVATION.
4. THE CONTRACTOR SHALL PROVIDE THE OWNER COPIES OF HELICAL PILE INSTALLATION RECORDS. THESE INSTALLATION RECORDS SHALL INLCUDE, BUT ARE NOT LIMMITED TO, THE FOLLOWING INFORMATION. -NAME OF PROJECT AND CONTRACTOR -NAME OF CONTRACTOR'S SUPERVISOR DURING INSTALLATION -DATE AND TIME OF INSTALLATION -NAME AND MODEL OF INSTALLATION EQUIPMENT. -TYPE OF TORQUE INDICATOR USED. -LOCATION OF HELICAL PILE BY ASSIGNED INDENTIFICATION NUMBER -ACTUAL HELICAL PILE TYPE AND CONFIGURATION - INCLUDING LEAD SECTION (NUMBER AND SIXE OF HELIX PLATES), NUMBER AND TYPE OF EXTENSIONS (MANUFACTUREER'S SKU NUMBERS) -HELICAL PILE INSTALLATIN DURATION AND OBSERVATIONS -TOTAL LENGTH OF INSTALLED HELICAL PLE -CUT-OFF ELEVATION -INCLINATION OF HELICAL PILE -INSTALLATION TORQUE AT ONE-FOOT INTERVALS FOR THE FINAL 10 FEET -COMMENTS PERTAINING TO INTERRUPTIONS, OBSTRUCTIONS, OR OTHER RELEVANT LOAD CAPACITIES 5. FOUNDATIONS ARE DESIGNED TO SUPPORT THE HOUSE, GARAGE, AND ATTACHED PORCHES WITHOUT SUPPORT FROM THE SOIL. tHE SOIL MAY SUBSIDE UNDER DRIVEWAYS, SIDEWALKS, CONCRETE PADS, AND LANDSCAPED AREAS WITHOUT INDICATING FAILURE OF THE FOUNDATION.
FOUNDATION PLAN
2 S5.0
9'-4 3/4"
9'-4 1/2"
2'
FOUNDATION PLAN
1 S5.0
9'-0 1/4"
13'
13'
18'-0 1/2"
25' 20'-5"
40K
THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:
7 S5.0
5 1/2"
#3 AT 18" O.C.
50K
18'-8 1/2"
7'-7 1/2"
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
SCALE: 1/8" = 1' - 0"
11'-2"
9'-11 3/4"
3'-4"
7'-1 3/4"
DETACHED GARAGE
3'-4 1/4"
2'-0 1/2"
4'-4 3/4" 8'-0 3/4"
3 s5.0
9'-0 1/4"
6 S5.0
SLOPE 1/16" PER FOOT, MIN.
8'-7"
5'-5"
8'-7 1/4"
25K
DRAWN BY: JENNY BURGER
17'-3 1/2" 8'-7 3/4" 5'-2"
36'
4'-7"
10'-4" 10'-4" 5'-2"
6'-3 1/2"
22'-4"
4'-8 3/4"
PER FOOT 9'-11 1/2"
1'-3 1/4"
25K
25K
TYP. 13'-10"
5 S.5.0
4'-1"
9'-10"
#4 AT 14" O.C.
9'-10"
3'-11"
1'-4" 4'-2 3/4"
21'
40K
11'
1/4" SLOPE
25K
6. THIS FOUNDATION DESIGN APPLIES ONLY TO THE PROJECT KNOWN AS "LOT 351 VICKERY".
25K
10'-9 3/4"
25K
4'-8" 8'-9 3/4"
5. HELICAL PIERS TO HAVE AN ULTIMATE CAPACITY OF 40K U.N.O.
17'-3 1/2"
15'-8"
4. PROVIDE FOUNDATION VENTILATION AND ACCESS DOOR AS REQUIRED BY CODE.
9'-10"
10'-10"
10'-4 1/2"
8" TYP.
3. COORDINATE WITH METHANE ABATEMENT SYSTEM DESIGNED BY OTHERS.
1
ARCHITECT'S / ENGINEER'S SEAL
25K
2. SEE ARCHITECTURAL PLANS FOR ALL INTERIOR PARTITION DIMENSIONS.
25'
10'-9 3/4"
10'-10"
1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
2X8 LET IN
11'
4'-8 1/2"
43'-3 1/2"
S1.0