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30 PSF 48 IPSF 19 pSF
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° 1131 PSF
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- — - — - — - — - — - — - — - T - — - — - T - — - — - T - — - — - T - — - — - — - — - — - -- — - — - — - — - — - — - — - — - — - — - - — -- — T - — - — - — - — - — - T - — - — - — - — - T - — - — - — - I
19 PSF ° ° * ° I
4 I I I I I I I I I I I I I I
lr 3-1
s l 119 PSF
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30 PSF _ °_ - - - - __ - - - - - �_ - -T- - _�_ - -rt- - _��- - - - - -�- - - - - - - y �_ �_ - - - - i� _�_ - - _�_ - - - - - - - -
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F ---- �- — —a a — — 7 N TI T 7
a N II II
N FOUR H I FIFTH
I ILEVE� I LEVEL I I I I I I
ROOF ROOF
I I I i I I I I I I I I I I I I I I I
I I I I I I I I I I I II I I II
BLDG. 2 = ROOF SNOW DRIFT LOADING DIAGRAM
SCALE: 3/32" = V-0"
111 SEE GENERAL NOTES SHEET 2S-002
AND SPECIFICATIONS FOR DESIGN
REQUIREMENTS.
121 LOCATIONS, MAGNITUDES AND
LENGTH OF LOADS ARE IN ADDITION
TO BASIC MINIMUM ROOF SNOW LOAD
OF 20 PSF.
LOAD INDICATED IS THE MAX DRIFT
LOAD AGAINST WALL THAT SLOPES TO
ZERO AT THE LENGTH PROVIDED.
LOADS INDICATED
(UNIFORM) ARE NOT SLOPED DRIFT
THAT ARE APPLIED UNIFORMLY OVER
THE LENGTH INDICATED IN ADDnION
TO THE 20 PSF BASIC LOAD.
1�0.4' 11 11.9112
I I I I IY I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I II I I II
I I I I I I I I I I I I I I I
ROOF NET UPLIFT DIAGRAM NOTES:
SEE GENERAL NOTES SHEET AND
SPECIFICATIONS FOR DESIGN REQUIREMENTS.
FOURTH I FIFTH
LEVEL LEVEL —' 2 WIND NET UPLIFT AND DOWNWARD
___ f PRESSURES IN THE DIAGRAM ABOVE ARE
J� ROOF L ROOF DETERMINED IN ACCORDANCE WITH ASCE 7-10.
_�_ _�_ _ _ - - — -
_ - _�P Z 39 - _ _ _ -- WANDSTRELOADS INDICATEDRRE ALLOWABLE
TION O.fix
li `-- _+------------ DEAD 06x WIND
_________L____ ___ ___ _______ -,
— — ------s----- Z--- -- -- -----
C.3 — --_- — — — — --- -� - l ----- ---- - — — - - - - --
ft =_ -�-—I-----�- —r r r- 7------ —�— --i 38�-�-3-�-- -i _�_ it 131a=7'-6"; OFFSET DIMENSION IN DIAGRAM
38 w 23 PSF 23 PSFI 23 PSF s= 23 PSF PSF 23 z PSF TW CORRESPONDING TO FIGURE 30.4-2A OF ASCE
23 PSFI PSF
PSF 141 NET WIND UPLIFT ACTS OUTWARD NORMAL
a TO ROOF PLANES
°- NP -- 23 DESIGN
DTRUSSVIDE ALL
SHALL
DESIGN AND PROVIDE ALL STABILITY AND
UPLIFT BRIDGING INCLUDING CONNECTIONS TO
� - - - - - — STRUCTURE.
e PSF 161 ATTACH TRUSSES TO LOAD BEARING WALLS
--�- - - --_—_ - TO PROVIDE UPLIFT RESISTANCE PER THE
Ji I� - - -- FOLLOWING:
-WHERE THE TRUSS END ATTACHES TO A LOAD
27 BEARING WALL IN THE INTERIOR ZONE (12 PSF),
PSF �12 PSF ill ATTACH PER DETAIL C4/S2-601, C7/S2-601, AND
—,-----------------------------------—----------�-- �I-----— Al/S2-601.
ii ill -WHERE THE TRUSS END ATTACHES TOA
rvP 12 kF
LOAD BEARING WALL IN AN EDGE ZONE OR
_ - _ _ - i_ _ _ _ - _ ti _ _-4—_ _ _ _—_—_— —_—_ _ _ - _ _ - - _ _i _�_ 23 — �_ _ _ _ _ _i - _ -_ CORNE2-601. ATTACH PER DETAILS A4/52-601 - OR A7/S
PSF ° ° C °
e
a
NP T1'P
E— — — — — — — — — — — — - - —
1 38 1 I 1 23 PSF 23 PSF
PSF 1° PSF 23 ° 23 PSF 38 38
PSF 23 --� 23 PSF
F II^
_-------r�2 23 PSF
PSPSF
---------------
LEV
L--- J
FOUR H � FIFTH
LEVEL
ROOFROOF
RELEASED FOR CONSTRUCTION
Subject secompliance with all regalailons DG. 2 -ROOF NET UPLIFT LOADING DIAGRAM
BLDG. 2 NORTH
of State and meal Codes
T3z=1 KEY PLAN
City of Camlel
',PAGt
DATE: 10/31/19
WOOLG ERT
MCNITECTUREaNUINEFPINUIUEUWiTIiL
76351nteractive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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.Issuances:
oeswvnax
In.,
No.: 074904
Date: 05/01/19
Sheet Name:
ROOF SNOW DRIFT
LOADING DIAGRAM
S2-115