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FOUNDATION PLAN NOTES:
1. FOOTINGS SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL
FILL AS SPECIFIED IN THE SOILS REPORT.
2. REFER TO SHEET S3.1 FOR FOUNDATION DETAILS.
3. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION
DETAILS. REFER TO SHEET S1.1 FOR ADDITIONAL CONCRETE DETAILING
REQUIREMENTS.
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND
CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND
NOTIFY ALL PARTIES OF ANY DISCREPANCIES.
TYPICAL FLOOR FRAMING PLAN NOTES:
1. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED
DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW.
2. REFER TO SHEET S3.1 FOR TYPICAL FLOOR FRAMING DETAILS.
3. WALLS AND COLUMNS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW
THE FRAMING LEVELS INDICATED.
4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THE PLAN.
USE PC OR EPC
COLUMN CAPS, TYP
PT4x4 KNEE BRACES
PER DETAIL 6/S3.1,
(10 TOTAL)
RAMP
1'-6" x 1'-6" x 0'-8" DEEP
CONC FTG W/ (3) #4 EA
WAY BOT, TYP (15) PLACES
PT 4x4 H F#2 POST,
TYP (15) PLACES
DOF FRAMING PLAN NOTES:
,HOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING.
0 SHEET S3.1 FOR FRAMING DETAILS.
\IS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION
CARRIED BY A BEAM BELOW.
NOTED OTHERWISE, ALL BEAM -TO -BEAM CONNECTIONS SHALL BE
)N HU SERIES FACE MOUNT HANGERS W/ MAX NAILING OR SIMPSON B
TOP FLANGE HANGERS W/ MAX NAILING.
CG Marks;
10.15.18
C3�J
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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DESIGN:
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DRAWN:
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CHECK:
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JOB NO: 18083.10
DATE:
03/19/1 8
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FOUNDATION & MAIN FLOOR FRAMING PLAN
SCALE: 1/4" = V-0"
ROOF FRAMING PLAN
SCALE: 1/4" = V-0"
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