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1 2 1 9 1=RENCH AVENUE
GRIDLEY, CA 95948
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DESIGN NOTES DESIGN CRITERIA
1. ALL CONSTRUCTION SHALL BE PROVIDED IN PREVAILING CODE: CBC 2016 (IBC 201 5)
ACCORDANCE WITH CBC 2016, IBC 2015, USE GROUP: U (CARFOKT5, BARN5)
A5CE 7-10 05HA AISC 360 AI51 100 AWSD 13 RISK CATEGORY: I
CODES AND ALL APPLICABLE LOCAL REQUIREMENTS.
2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN
ON FOUNDATION DETAILS SHEET.
3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME
MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR
EXCEEDING ORIGINAL.
4. ALL SHOP CONNECTIONS SHALL BE WELDED
CONNECTIONS.
5. ALL FIELD CONNECTIONS SHALL BE # 12 (1/4"X I ")
(E5R-2 1 96) OR APPROVED EQUAL.
G. STEEL SHEATHING SHALL BE 29GA.
CORRUGATED GALV. OR PAINTED STEEL - MAIN RIB HT.
3/4" (FY=80K51) OR EQ.
7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS
SHALL BE GRADE 50 GALV. STEEL.
8. STRUCTURAL TUBE T52 1/2"X2 1/2"- 14GA. 15
EQUIVALENT TO T52 114'X2 1/4" - 1 2GA AND EITHER
ONE MAY BE USED IN LIEU OF THE OTHER.
9. 1 2GA IS DEFINED AS 0.109" THICKNESS. 14GA 15
DEFINED AS 0.083" THICKNESS. 2GGA IS DEFINED AS
0.019" THICKNESS. 29GA 15 DEFINED AS 0.015"
THICKNESS.
I, 0. INSERTED POST: INSERT FULL LENGTH * FIELD BOLT
W/ # 12X I " FASTENERS (E5R-2196) @ 12" C/C
STAGGERED OPPOSITE FACE.
I . DEAD LOAD (D)
D = 2.0 P5F
2. ROOF LIVE LOAD (Lr)
Lr = 20 P5F
3. SNOW LOAD (5)
z
GROUND SNOW LOAD
Pg = 0 P5F
IMPORTANCE FACTOR
Is = 0.80
THERMAL FACTOR
Ct = 1.2
EXPOSURE FACTOR
Ce = 1.0
ROOF SLOPE FACTOR
Cs = 1.0
FLAT ROOF SNOW LOAD
Pf = 0 P5F
SLOPED ROOF SNOW LOAD
Ps = 0 P5F
4. WIND LOAD (W)
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DRAWING INDEX
I ........ COVER SHEET
2 ........ ELEVATIONS
3 ........ FOUNDATION DETAILS
4 ........ FLOOR PLAN $ DETAILS
5 ........ FRAME SECTION * DETAILS
6 ........ SIDE WALL FRAMING 4� DETAILS
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FOUNDATION NOTES:
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2. CONTROL JOINTS SHALL BE PLACED 50 AS TO LIMIT MAX. SLAB SPANS
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4. WHERE 2 OR MORE ANCHORS ARE REQUIRED IN CLOSE PROXIMITY, CONCRETE SLAB ANCHOR'
MIN ANCHOR SPACING TO BE 4" BETWEEN ANCHORS. - MIN. 4" THICK A5E RAIL
5. MIN. EMBEDMENT DEPTH OF ANCHORS TO BE 4 3/8" o _ GRADE
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G. ANCHORS TO BE SPACED NO MORE THAN 6" FROM POSTS.6X6 - W2.0 X
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10. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN. OF U U
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