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HomeMy WebLinkAbout65COPYRIGHT Aspen Group, Inc. © 2009 — — — — — — . - W - 0-. .--. ■ A -AREA "C" NOTES: 1. BEAMS & JOIST TO BE EQUALLY SPACED BETWEEN COLUMNS LINO 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. ► DENOTES MOMENT CONNECTION (24.0 K) W 18x35 BEAM REACTION ON PRECAST (SERVICE D+L, KIPS) 5.0 K MIN DECK SPAN PRECAST WALL KEYPLAN cc o m WW4 U WZ W�r w217 W >Qa z w 0c) J �--+ W Q V U� U m F- o C u) Q W r` o M ID LL Z g 2 w_ _ U M L w Q Z ^ , /W 0 U) m O = ILL ECL a co U) U� (D 0 0 Z o N @U ow U) �, o > w m o MQ H C) z cc o m WW4 U WZ W�r w217 W >Qa z w 0c) J �--+ W Q V U� U m F- o C u) Q W r` o M ID LL \I -i-,/ PLAN NOR- �� TRUE NORTH No. 870268 -T-TE of /0 NAL ��/lllllllil\`` EAL: XZ_ 00 U Q p z w D �--+ W Q U� o C Z g w_ _ M L w Q ^ , /W 0 U) = ILL 0�/ L.I. O U) U� (D a_ a o N i . N (h cc Q) o �v .� z U X N W E co _5 rn U FILE NAME: DATE: 4-13-10 DRAWN BY: DH SHEET: S-403 LEI PROJECT #: 0954