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I SEE MECH DWGS FOR;` I I I I
SIZE & LOCATION OF UNITS
(TYP)
SEE SHEET S-305 24'- 6 3/4" 29'- 7 7/8" 1 24'- 10" 1 - 2"
51'- 4" I , SEE SHEET S-305
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1/8" = 1'-0"
NOTES:
1. BEAMS & JOIST TO BE EQUALLY SPACED BETWEEN COLUMNS UNO
2. JOIST TO BE DESIGNED FOR A NET UPLIFT OF 10 PSF
3. JOIST GIRDERS TO BE DESIGNED FOR A NET UPLIFT OF 5 PSF
4. PROVIDE JOIST BRIDGING PER SJI REQUIREMENTS
5. * VERIFY DIMENSION W/ ARCH
6. ► DENO FES MOMENT CONNECTION
(24.0 K) W 18x35
BEAM REACTION ON PRECAST
(SERVICE D+L, KIPS) 5.0 K MIN
PRECAST WALL
-..,DECK SPAN
sm-
1 1/2" - 20 GA
METAL DECK (GALV)
COPYRIGHT Aspen Group, Inc. F 2009
KEYPLAN
PLAN NORTH
TRUE NORTH
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