HomeMy WebLinkAboutPlans(E) (2) 2x TOP PLATES.
SPLICE AS REQ'D. NAIL
PER NAILING GENERAL
NOTES SHT. S1.0
12" o. c.
STAGGER
2x CRIPPLES
16" o.c.
~ (2) ROWS
N 16d
12"o. c.
/(2) ROWS
16d
12"o.c.
EA SIDE
(2) ROWS
1/2"0 BOLTS
® 12"o.c.
MICRO—LAMS (ML)
4 IVIL SIZE & QUANTITY
PER PLAN, TYP.
2. MICRO—LAM (LAMINATED VENEER LUMBER) ALLOWABLE UNIT STRESSES
FOR DRY CONDITION OF USE SHALL BE:
Fb = 2600 PSI F„ = 285 PSI Fo = 750 PSI E = 1.9 x 108 PSI
3. ALL EXPOSED BEAMS SHALL CONFORM TO EXTERIOR EXPOSED CONDITION
PER UNIFORM BUILDING CODE SECTION 2312.7.
1. DESIGN DATA:
ROOF LOAD L.L. = 40 PSF D.L. = 20 PSF
WIND LOAD 115 MPH (0 30 HEIGHT) EXPOSURE B
SEISMIC DESIGN CATEGORY C
2. THE FOLLOWING CODES AND EDITIONS WHERE USED:
INTERNATIONAL BUILDING CODE (2015 EDITION)
ACI BUILDING CODE (ACI 318-14)
AISC MANUAL OF STEEL CONSTRUCTION (13TH EDITION)
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS 2015)
AITC TIMBER CONSTRUCTION MANUAL (5th EDITION)
SEAC SNOW LOAD PUBLICATION
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713 COOPER AVE
SUITE 200
GLENWOOD SPRINGS, CO 61601
970-945-1006
ENGINEER R.A.O.
DRAWN BY J.M.R.
PROIFCP NO: 1800-43
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MEANS OF EGRESS SHALL COMPLY WITH I.B.C., CHAPTER 10 REQUIREMENTS. EXIT DOORS
AND LANDINGS AT DOORS PER SECTION 1010. LOCKS, LATCHES & LANDINGS PER SECTION
1008. MEANS OF EGRESS ILLUMINATION PER SECTION 1008.
BUILDING ACCESSIBILTY REQUIREMENTS PER 2015 I.B.C., CHAPTER 11, AND
ICC A117.1-2009 STANDARD FOR ACCESSIBILE BUILDINGS & FACILITIES.
39'
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713 COOPER AVE
SUITE 200
GLENWOOD SPRINGS, CO 81601
970-945-1006
ENGINEER R.A.O.
DRAWN BY J.M.R.
PRO BCr NO: 1900-43
COORDINATION 09-01-18
CONSTRUCTION 08-03-18
COORDINATION 08-07-18
REVISED
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CONSTRUCTION 08-03-18
COORDINATION 08-07-18
REVISED
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