HomeMy WebLinkAboutRevised Plan 11.08.2022FLOORPLAN
THIS FOUNDATION DESIGN WAS BASED UPON
A FLOOR PLAN GENERATED BY:
ALLDRAFT
DATED: 09-09-2022
FLOOR FRAMING PLAN
THIS FOUNDATION PLAN IS BASED ON A FLOOR
FRAMING PLAN PROVIDED BY:
BOISE CASCADE
DATED: 09-01 —2022
JOB# 22-206
THE BUILDER SHALL VERIFY THAT A FLOOR FRAMING
PLAN HAS BEEN DESIGNED TO BE COMPATIBLE WITH THIS
FOUNDATION PLAN.
TRUSS PLAN
THIS FOUNDATION PLAN IS BASED ON A TRUSS
PLAN PROVIDED BY:
DELTA BUILDING CENTER
DATED: 09-1 5-2022
PROJECT# TS34191
THE BUILDER SHALL VERIFY THAT A TRUSS
PLAN HAS BEEN DESIGNED TO BE COMPATIBLE WITH THIS
FOUNDATION PLAN.
GENERAL
CONTRACTOR TO VERIFY ALL DIMENSIONS AND
DETAILS PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL NOTIFY ENGINEER OF ANY DESCREPANCIES
PRIOR TO CONSTRUCTION.
CONCRETE
28 DAY COMPRESSIVE STRENGTH
OF 3000 PSI. MIN. TYPE II CEMENT
REINFORCING
STEEL
NEW
DEFORMED
BILLET
STEEL
PER
ASTM A-615,
GRADE 60.
LAP
ALL #5
REBAR
25"
LAP
ALL #4
REBAR
20"
LAP
ALL #3
REBAR
15"
FINISHING
FLOAT & STEEL TROWEL
LIGHT BROOM FINISH — EXTERIOR
JOINTING
COMPLY W/ ACI-301 —72.1 1.1 SAW CUTTING
FILL CUTS W/ EPDXY JOINT COMPOUND
PROVIDE TOOLED OR SAW CUTS @ 12' O.C.
MAX. TO MINIMIZE CRACKING.
CURING
COMPLY W/ ACI-301 —72
7 DAYS @ OPT. MOISTURE CONTENT
SLOPE EXTERIOR CONCRETE AWAY FROM
STRUCTURE A MIN. OF 1/8" : 1'-0"
SOIL PREPARATION
BUILDER/OWNER IS RESPONSIBLE FOR
PROPER SOILS PREPARATION AND SHALL VERIFY THAT
SITE PREPARATION IS SUITABLE FOR CONSTRUCTION.
GEOTECHNICAL ENGINEERING BY OTHERS
THIS DESIGN IS BASED UPON A SOILS REPORT
BY OTHERS.
KUMAR & ASSOCIATES, INC. — JOB #: 22-7-523
BUILDER/OWNER IS RESPONSIBLE FOR
PROPER SOILS PREPARATION AND MUST VERIFY THAT
SITE PREPARATION IS IN ACCORDANCE WITH REPORT.
N I/1TF—_
ENGINEER AUTHORIZES WET STABBING
OF VERTICAL REBAR
PLAN
COLUMN----_
SIMPSON
METAL POST
BASE
1'-0110
T.O. CONC. FIELD VERIFY
CONCRETE
PATIO BY
III
OTHERS
I
GEOTECHNICAL ENGINEER
FOUR 49
APPROVED COMPACTED
NON-SNEWNG BACKFILL
SPACED
EQUALLY
THREE #3 STIRRUPS
120 SONOTUBE OR
SPACED EQUALLY
ENGINEER APPROVED
EQUAL
o
•
THREE #5's
��
EACH WAY
GEOTECHNICAL
ENGINEER
APPROVED
SUBGRADE EQUAL
EQUAL
24"
fi 1=CAS P057 SASE r;)fi L
SCALE: N.T.S.
1-�" A.B.
4' O.G.
(2) #4 GONT.--/
TOP, MID,$ BOT
#4 ® 48" O.G.
I18
#4 ® 48" O.G. L�
6
(2) #4 GONT.
4"14"
e
e
0
-1..
m_m
mmm
SCALE: 3/4" = 1'-0"
d)
V2" A.B.
4' O.G.
(2) #4 GONT.--\
TOP, MID,$ BOT
V2" EXPANSION
MATERIAL
4" SLAB-i
SOILS PER GEOTEGHNI2
ENGINEER _
#4 4 48" O.G.
I18
#4 g 48" O.G. L�
6
(2) #4 GONT.
e e
e
8T' 1 5" 1 8''
SGALE: 3/4" = 1'-0"
4' A.B. ® -
4' O.G.
(2) #4 GONT.
TOP $ BOT
LEDGER MOUNTING SYSTEM
AND HANGERS PER VENDOR
ENGINEERED JOISTS
® I6" O.G.
#4 GONT. ® IS" O.G.
#4 @ 48" O.G.
18
#4 @ 48" O.G. ��
6
(2) #4 GONT.
V2" EXPANSION
MATERIAL
4" SLAB
SOILS PER
6EOTEGHNIGAL
4" 4" ENGINEER `t
•
e
m_m
EME
SCALE: 3/4" = 1'-0"
I
(2) #4 GONT.
TOP, BOT $ 1
4" SLAB-i
dJ
SOILS PER 6EOTEG1114IGAL
ENGINEER
POUR SLAB
OVER WALL 18
H/ #4 DONELS
® 48" O.G. 18
• e
c0
N
4" 4"
#4 ®48" O.G.
IIS
#4 ® 48" O.G. L
6
DRAIN - SEE
(2) #4 GONT. • e
c0
au 8�� au
SCALE: 3/4" = I'-O"
THIGKENED GONG. SLAB
(6) #4 REBAR EACH WAY
3,
0 1
1/7
GOMPAGTED SUB6RADE
3" BELON SLAB $ FOOTER
3"
36"
42"
5 C7
SCALE: 3/4" = 1'-0"
REVISIONS
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DRAWN BY
ALLDRAFT
FILE NAIVE -
CA D FILE
DATE
09— 19-2022
ALE
VARIES
SHEET
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