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BLDG. 3 • SNOW LOAD DIAGRAM
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SNOW LOAD DIAGRAM NOTES:
1. SEE GENERAL NOTES SHEET S3-001 AND
SPECIFICATIONS FOR DESIGN
/\ REQUIREMENTS.
2. LOCATIONS, MAGNITUDES AND LENGTH OF
LOADS ARE IN ADDITION TO BASIC
MINIMUM ROOF SNOW LOAD OF 20 PSF.
3. LOAD INDICATED IS THE MAX DRIFT LOAD
AGAINST WALL THAT SLOPES TO ZERO AT
THE LENGTH PROVIDED.
-- 4. LOADS INDICATED (UNIFORM)ARE NOT
SLOPED DRIFT THAT ARE APPLIED
UNIFORMLY OVER THE LENGTH INDICATED
IN ADDITION TO THE 20 PSF BASIC LOAD.
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57 PSF 5' 57 PSF
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57 PSF I 93 fSF
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Subject toc tale and Nithall Codes regulations = WIND UPLIFT DIAGRAM
d State and Incal Codes
City of Carmel
DATE: 10/31/19
ROOF UPLIFT DIAGRAM NOTES
1. SEE GENERAL NOTES SHEET S3-001 AND
SPECIFICATIONS FOR DESIGN REQUIREMENTS.
2. WIND UPLIFT AND DOWNWARD PRESSURES IN THE
DIAGRAM ABOVE ARE DETERMINED IN ACCORDANCE
WITH ASCE 7-10. LOADS INDICATED ARE ULTIMATE
WIND STRESS VALUES ONLY.
3. a = 7'-9"; OFFSET DIMENSION IN DIAGRAM
CORRESPONDING TO FIGURE 30.4-2A OF ASCE 7-10.
4. WIND UPLIFT ACTS OUTWARD NORMAL TO ROOF
PLANES
5. WOOD TRUSS MANUFACTURER SHALL DESIGN AND
PROVIDE ALL STABILITY AND UPLIFT BRIDGING
INCLUDING CONNECTIONS TO STRUCTURE.
6. ATTACH TRUSSES TO LOAD BEARING WALLS TO
PROVIDE UPLIFT RESISTANCE PER THE FOLLOWING:
A. WHERE THE TRUSS END ATTACHES TO
LOAD BEARING WALL IN THE INTERIOR ZONE
(35 PSF), ATTACH PER DETAIL C4/S3-601,
C7/S3-601, AND Ai/S3-601.
B. WHERE THE TRUSS END ATTACHES TO A
LOAD BEARING WALL IN AN EDGE ZONE OR
CORNER ZONE, ATTACH PER DETAILS A4/S3-
601 OR A7/S3-601.
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WOOLG ERT
MCNITECTUE IONOINEMINOjOEO V ATIAL
7635 Interactive Way
Suite 100
Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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.Issuances:
DeSM"M
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
SNOW DRIFT AND
WIND UPLIFT LOADING
DIAGRAM
S3=115