Plans (42) ,I DESIGN CRITERIA: 2014 OSSC/ASCE 7-10 J l r ( � ��� 1��� f'
OCCUPANCY CATEGORY II Z�7 7 S6- /J-r
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ALLOWABLE BEARING PRESSURE = 1500 PSF(ASSUMED)WITH 3 INCREASE FOR WIND OR SEISMIC, -1—
FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS, MIN. FROST DEPTH 18"BELOW FINISH GRADE
CONCRETE STRENGTH = 3000 PSF (CALCULATIONS BASED ON 2500 PSI CONCRETE,SPECIAL INSPECTION
OF CONCRETE CAN BE WAVED IF DEEMED ACCEPTABLE W/BLDG DEPT.)
MIX CONCRETE IN ACCORDANCE W/ASTM C94 `�
FLY ASH ALLOWED PER ASTM C618 UP TO 20%OF REQ'D CEMENT CONTENT(470 LBS/CY).
MAX.WATER/CEMENT RATIO: 1
—.__--
0.55 WITHOUT AIR 0.50 WITH AIR /I
AIR ENTRAINMENT 5% (+/-1%@ DELIVERY) /f,
SLUMP = 4", OR 4'-6"IF WATER REDUCER PER ASTM C494 IS USED(NO CALCIUM CHLORIDE) (E) I-JOISTS .....
I III
REINFORCING STEEL PER ASTM A615 GRADE 60 (BARS#4&SMALLER CAN BE GRADE 40)
y:II
I
LAP SPLICE ALL BARS MIN.66db EXTERIOR FACE REINF:
MIN. 1 'CLEAR COVER ABOVE GRADE,3"CLEAR FOR FOOTINGS 8"WALL: #6 VERT. @ 10" / I #4 X 8"HORIZ LEG
HORIZ. #4 @ 12"0/Cy/ f'— X 12"VERT. LEG-
WOOD IN CONTACT W/CONCRETE: #2 P.T. HEM FIR (EA. FACE) — EMBED INTO(E)
ALL OTHER DIMENSIONAL LUMBER: #2 DF-L ♦ / I _ FTG W/ $°18X"
X 5"
USE Z-MAX FOR SIMPSON HARDWARE 12- - ' — HOLES @ 18"O/C
SPECIAL INSPECTIONS: INTERIOR-FACE REINF:#4 VERT. CLR j W/EPDXY
12
CONCRETE: DURING TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE 0/C ENV —
,
(EXCEPT CONCRETE P0=2500 PSI) w _
TRANS.TOP FOOTING REINF: 8"OR 10" /
00 G F —1
REINFORCING STEEL: INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING PLACING OF #4 @ 12"O/C 1.5"CLR TOP � A° � 11 ( I I
REINFORCING STEEL PROVIDED REINFORCING IS INSPECTED PRIOR TO DELIVERY OF CONCRETE TO
x _y
2"
JOBSITE LONGIT. FOOTING REINF: /ta, CLR' — ' PROVIDE BENTONITE
iL�ir #4 @ 12"0/C TOP&BOTT. I — = WATER-PROOFING PANELS
a PRODUCT OR COMPARABLE
0;nIO PROp8 I ( P _° WATERPROOFING BETW.
����4 t N��.'�io l - l d a — — RETAINED SOIL AND
hep . . . 4) S -- -Q a ;^ \ ♦ ° - °�Q ° << CONCRETE WALL-REF
- -�; t" I "I-21 e '�P ° _ • v n - • ° SPECIFICATIONS
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lC'1 • GOP v T — a e Q°.-. \''' 4"PERF. DRAIN AT
O • ' �V4 PERIMETER AS
("+ �j1�' , 1 III III III III IIIIREQ'D
4'-GNOTE: CONTRACTOR IS RESPONSIBLE FOR SAFE CONDITIONS AT THE 0 .
TIE (N) FTG TO (E) FOUNDATION AND FOR TEMPORARY SUPPORT OF THE BUILDING PRIOR TO COMPLE
W/#4"DOWELS INTO to X 4' _ THE WORK SHOWN HEREIN. #6 XI @ 10"0/C 3"CLR BOTT. OF FTG
HOLES W/EPDXY @ 12"0/C 48"
1 NE CORNER @ BASEMENT LEVEL -__ 2 RETAINING WALL SECTION RE NFIN.42'W/EXT.-FACE WALL
S1 _ 3/16"=1'-0" N s1 _ 3/4"=1'-0"
ARCH. REF. � - ARCH. REF.
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Project Name: Project No.(if apilicable):
HUNEKE RESIDENCE Consulting Structural Engineering
Project Location: Date: 1111 Ryan Court
12797 SW DA VINCI TIGARD, OREGON 08/31/2016 West Linn,0R 97068
Client Name: Page: t: 503-887-0536
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NEIL KELLY COMPANY 2 6b'orllystructural.com