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- - - - - 4iVzDATE: 5.13.13
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DRAWN: JPG
z 2 z A ve Plans ( JOB NO: 5D-13-OI
3 B� Date '!z ( 1f�4-
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1 BUILDING #3 FOUNDATION PLAN i 1 BUILDING #3 ROOF FRAMING / MAIN FLOOR 5NEAR WALL PLAN14
REVISION
- SCALE: 1/4"=I'-O" SCALE: II I,:XSD:1)h'h/
OFFICE COPY
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PROVIDE MIN 22 GA 0/4"
GALV.TIES w/HOOK OVER I V �
9 GA HOR JOINT WIC.
END POSTS • SHEARWALLS
REFER TO SPECS FOR PER PLAN / 5HEARWALL -
ACTUAL SYSTEM SCHEDULE.
WALL TIES SHALL PROVIDE WALL 5HT'6 EDGE REFER 70 1/53.1 CONC.SLAB
BE SPACED 60 AS TO 2x6 STUD WALL NAIL'G FOR FULL HT OF EA SND FOR ITEMS NOT NOTED PER PLAN
NOT SUPPORT MORE THAN
2 SR FT OF WALL w/MAX a Ib"O.C.
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HORZ SPACING = 24'OC.
P.T.2xb R w/ANCHOR IQ" APA RATED I I
WALL SCHED BOLTS 6 4'-O" SHEATHING HOLDOUN ------
PER SC 4ED OL.4 WITHIN 12'OF ALL SEE SCHEDULE I I , wawwaw coca s�rta5 ew 6:x� Y d
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CORNERS 4 OPNG5 2aT vdpp ac s�urrr<o- BG2EEQ uaff
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PER PLAN 6 IA/$31 PER PLAN \ R"BARS
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PER PSL ANT i 14x48 a 48° O.G.
'OVERT aT24 ON.CD. \�/ SCHEDULE 2'-0" 2'-0" _ • 12 WIDE(MIN)DRAIN
DRAIM PIPE BOTTO'1
MAX //�, 04 BARS CONT.a Is"oL.
MM I-TOP i BOTTOM 'v" BAR DOWELS
PROVIDE 24'HOOKS a ALL TYP GONFRUCTION JOINT
COFdIERS t INTERSECTING WALLS
\ 1"'x 1"SAWN CONTROL JT Y
m % \ BEFORE SNRNCAGE
\� CONCRETE FOUNDATION MCx
CRAGCFILL w/EPDXY -� w TO BARO`
JT FILLER (L
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(2)04 BARS GONt. 8 8" onU �\
INTERSECTING 5
EXCVT'D OR FILL GRADE TYP GONTROL JOINT �.SAB PER (S)
IA TYP. CAST- IN-PLACE HOLDOWN ® z
FOUNDATION STEM WALL TYPICAL FLOOR JOINTS ;�\ /\` } z
i SCALE: 1"=1'-0' 2 SCALE: I"=I'-0" 3 SCa'LE: 1" = F-O' / / %/ w 'q
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04 DONT.TYP B A G (y ^ \
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CD
H56 COL PER PLAN
RETAINING WALL SCHEDULE w/ LEVEL BACKFILL �
N(FT) W A B C D "V"BARS "N"BARS 'F"BARS "X"BARS "T'BARS LdrL•6TL OOL E"
b-Ibd I/ 4'-0" 3' 2" 6" 8" 2'-0" 10" "4618"O/C 04,18"O/C 04.18"O/C 04.18"O/C ® 1�
2xb NAILER a 0 6'-0" 5'-0" 8" 12" Y-4" 12" $ .16.0/C 04,18'O/C 5618"0/C 0401WO/C
1-51DE w/
y"0x3" THRID
HEADER PLAN NEL-STUDS 6 18'OL. NOTES:
a EA SIDE
L DESIGN VALUES ARE BASED ON STANDARD PRACTICE VALUES
2. ALLOWABLE SOIL BEARING = 2A00 PW,PA661VE = 250 PSF/FT,k3NORE TOP 12',FRICTION = 0.40
n=:2xQJCsSTJDBASER 'i'x5/2x0'-11' I' ./-NON-SHRINK 3. FOOTIWG MID WALL Pc = 2'00 PSF a 28 DAYS,Fy = 6OKSI
w/2-�'s'oxl2 AB's GROUTDBL KRN's STUD WNEN 4. GEOPACIFIG ENGMEERMG, MC.TO VERIFY BY SIZE OBSER✓ATION AND SKdN OFF GN RETAINING WALL DESIGN ASuI°71PTIONS/DETAIL
WID71N 15 GWATER 6 10' OL.
48' TTP UNA PRIOR TO CONCRETE POUR AS PER SOILS REPORT AND JURISDICTIONAL REQUIREMENTS. SEE PROJECTS
FI 11 SOIL REPORT. GEOTECH SITE VISIT REFORTS TO BE COPIED TO HCE.
SINGLE 2x ER
II I I 5. F NO "T"BARS ARE SHOWN AND NO DIMENSION 15 SHOWN M THE TABLE ABOVE FOR DOWEL HEIGHT DH,
I I EXTEND THE "V"BAR DOWEL FROM THE FOOTMG TO THE TOP OF THE WALL. D Et A I L S
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TYP HEADER TO SIDE JAMB (U.N.OJ HSS 56 COI. / BASE RETAINING WALL w/ LEVEL BACKFILL
SCALE: I"=1'-O" SCALE: P-I'-O" 6 SCALE: N.T.S.
REVISIONS:
IIb.l3
DATE: 5.13.13
5GALE: I"
DRAWN: JF'Cz
JOB NO: 5D-13-01
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