HomeMy WebLinkAboutPLANS Garage Aleration 241 Fall Rive Ln 2021-05-03APPROVED by SAFEbuilt;
2015 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
05/03/2021
THIS STRUCTURE MUST
COMPLY WITH THE
REQUIREMENTS OF THE
2020
NATIONAL ELECTRICAL CODE
Reviewed by
SAFEbuilt
05/03/2021
Reviewed by
SAFEbuilt
05/03/2021
General Notes All Elevations:
-All stone, stucco and siding to have barrier
underneath at exterior walls
-Sills less than 24” w/72+” of fall req fall protection
-All stairs, landings, guards, rails and walking surfaces
to comply with R311 and R312
Reviewed by
SAFEbuilt
05/03/2021
General Notes:
-Min (1) emergency escape and rescue opening req’d per bedroom
-Glazing to be tempered per R308
-Min (1) programmable thermostat req’d
-Smoke alarm req’d in each sleeping room
-Smoke/CO alarm req’d w/in 15’ vicinity of bedroom exterior.
-Fireblock/Draftstop all chases and penetrations
2015 IECC
-75% OF LAMPS SHALL
BE HIGH EFFICIENCY
-ALL DUCT WORK
LOCATED OUSIDE THE
THERMAL
ENVELOPE SHALL BE
TESTED FOR LEAKAGE
reinforce existing beam w/ new 1 3
4" x 9 1
2" LVL
beam to support ex. floor
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new (2) 1 3
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2-2x4 tr'r &
3-2x4 kings
2-2x4 tr'r &
3-2x4 kings
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new (2) 2x8 hdr
LOWER LEVEL PLAN
1/4" = 1'-0"
N
structural notes:
a. general:
1. all construction shall be in accordance with the international residential code (2015 edition) and in accordance with all applicable
osha regulations.
2. the contractor shall check and verify all dimensions shown on this plan prior to concrete placement and shall reference architectural
plans for blockouts, etc.
3. all exterior walls, interior shear walls and interior bearing walls as noted on the plan shall be constructed as outlined in Table
IRC602.10.4 method WSP: 7/16" osb or plywood one side with min. 1/2" gypsum wall board (GB) on the opposite side.
b. design:
design live loads: roof snow load Pf = 70 psf; floor load = 40 psf; wind Vult = 175 mph (nominal 3s); exp. c; seismic design
category b.
materials
wood - framing lumber shall be stress graded Hem-Fir or Doug Fir no. 2 or better
a. laminated veneer lumber (LVL) shall be stress graded as follows: bending - 2600psi; tension parallel to grain - 1850psi;
compression parallel to grain - 2700psi; horizontal shear - 285psi; compression perpendicular to grain - 500psi; modulus of elasticity
- 1900ksi.
LVL member sizes are net; lumber sizes are nominal.
b. timber connectors called for on the drawings are as manufactured by Simpson company. connectors by other manufacturers may be
used if the load capacity is equal to or greater than the connector specified. use manufacturer's furnished nails and bolts.
c. fasten all wood members with common nails according to the building code unless otherwise noted.
S1
FOUNDATION PLAN
Drawings, specifications, general notes and outline specifications are instruments of service and shall remain the property of TD Structural Engineering, Inc. Copies of these documents retained by the client are for the clients use in the construction of the project for which these documents were prepared. Any use of these
documents, in whole or in part, by any means whatsoever to construct any other project or the use of these documents, in whole or in part, as stock plans or prototype design for multiple building projects is strictly prohibited, except with the specific written consent of TD Structural Engineering, Inc. of Northern Colorado.
2909 Oxford Court
Fort Collins, Colorado 80525
970.372.1140
www.tdstructural.com
TD STRUCTURAL
ENGINEERING INC
PROJECT NUMBER: 20-062
DESIGNED BY: WTD
REVIEWED BY: WTD
DATE FOR ISSUE:
BID SET 6 10 2020
REVISION: 4 27 2021
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4/27/2021
Reviewed by
SAFEbuilt
05/03/2021