HomeMy WebLinkAboutApproved Revisions 06.29.2020PAShared12Q18 CAD WORK\1 DRAFTERS\1 DRAFTERS WORK\CHOMA-TONY\SUBM}TTALS\05-14-2020\CHOMA_05-14-2020.dwg, S/14/20201:27:17 PM. Bluebeam PDF.pc3
FLOORPLAN
THIS FOUNDATION DESIGN WAS BASED UPON
A FLOOR PLAN GENERATED BY:
OTHERS
DATED: N/A
FLOOR FRAMING PLAN
THIS FOUNDATION PLAN IS BASED ON A FLOOR
FRAMING PLAN PROVIDED BY:
BOISE CASCADE
DATED: 4-10-2020
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:
TRUSFAB, INC
DATED: 4-10-2020
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.
ALL WORK WILL CONFORM TO IRC 2018 CODE
OR CURRENT ADOPTED LOCAL CODE,
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 -301-72.11.1 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 PREP,\RATION
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.
ENGINEER NAME: H -P NUMAR
DATED: OCTOBER 11, 2018
PROJECT NO. 18-7-578
BUILDER/OWNER IS RESPONSIBLE FOR
PROPER SOILS PREPARATION AND MUST VERIFY THAT
SITE PREPARATION IS IN ACCORDANCE WITH REPORT.
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(3) 91' Sr
(3) 9)" LVL (3) S1_ LVL
(3) 94' LVL
(3) s2' LVL
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HEALER LA''OUT
SCALE: 1/4" =
50'-0'
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DATE: 0.7- Z010 BY:
FOLAL,ATION FLAN
SCALE: I/4" = 1'-0"
SHEATHING NOTES:
I. SHEATHING:
WESTERN FIR CDX 15/32" SOUARE EDGE
2. CONSTUCTION ADHESIVE:
GE STRUTURAL ADHESIVE
3. FASTENERS:
TRUSS OR PANHEAD SCREW. TYPE 305 S/S OR BETTER MINIMUM LENGTH 1 1/2", #8 OR BETTER
SIMPSON TRUSS -HEAD SCREW MODEL #S 08150TSBC EQUAL OR BETTER
8" CENTERS ALL AROUND
.5' FLOOR
SHEATHING
PRESSURE -REATED -`
SILL PLATE 'N/
1/7'.10' ANCHOR
12) #4- 60 GRADE REBAR REBAR CONT
(VALE T,S1
TOP PLATE
PONY WALL W, 2x4
STUDS 0 16" O,0.C.
2X6 BLOGKIN
5 I/2" TRUSS JOIST
TIMBERSTRAND LSL STUDS 1
5 1/2" TRUSS JOIST �•
TIMBERSTRAND LEL
SILL PLATE
1,l," AB 0
4' ac,ac,I B. f+)PP.`W'*ON
MATERIAL ,
4" SLAB
SOILS PER ¢EOtl:calstAL'
ENGINEETR
2 114 GONE.
TOP d BOT
04a48" OG
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2 #4 CONT,-,.
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4
2 04 CONT.
TOP d BOT
04 a 48" OC
04048"OG
2 04 CONI.-`
To
WESTERN HR GDX )" SQUARE
EDGE SHEATHING
(INSTALL SHEETS HORIZONTALLY)
SECTION - A
SCALE: 3/4" = I' -O"
PONY WALL SECTION
N.T.S.
N
SEC. -ION - 5
SCALE. 314" = 1'-0"
2 04 CQ!1=.
TOP I COT
4' SLAB
SOILS PER 8E.%TEGNCCJVL.i
002 SLA
POUR SLABl1
OVER WALL I8
8/ 114 DOWELS
U 48" O.G. 16
04a 48' 0G
04a 48' 00
DRAIN - SEE
2 04 GOIIT..—""'
S
S
S
SECTION -
SCALE: 3/4" = 1'-0"
REVISIONS
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05- 74E 2020
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