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HomeMy WebLinkAbout75SEE PLAN T/SLAB BEAM, SEE PLAN RAIL, SEE ARCH 7 3/8" STIFF PL COPYRIGHT Aspen Group, Inc. © 2009 'EX EXIST COLUMN SEE PLAN T/TU BE SECTION SCALE: 3/4" = 1'-0" SLAB, SEE PLAN SEE PLAN T/SLAB )M 1/2" PL SECTION SCALE: 3/4" = 1'-0" SEE PLAN T/SLAB BEAM, SEE PI_/ SLAB, SEE PL SEE PLAN T/S LAB K EX 3/8" BENT PL EXIST WALL 3/8" STIFF PL ALIGNED W/ BEAM SECTION SCALE: 3/4" = 1'-0" 1 EX 4 SECTION SLAB, SEE PI SEE PLAN T/S LAB 5 SCALE: 3/4" = 1'-0" 3/8" BENT PL SLAB, SEE PLAN EXIST WALL SEE PLAN T/SLAB SLAB, SEE PLAN SEE PLAN T/SLAB UL/"11VI, SEE PLAN SECTION SCALE: 3/4" = 1'-0" 3.2 3 EX POST UP, SEE PLAN BASE PL 3/4"x8"x1'-0" 3/8" STIFF PL W/ (4) 1/2" BOLTS EA SIDE BEAM, SEE PLAN 6 SECTION SCALE: 3/4" = 1'-0" ROOFING, SEE ARCH METAL DECK, 1/4" CAP PL (TYP) VERIFY W/ ARCH & ELEVATOR SUPPLIER SEE PLAN STRIP VERTICAL LEG I (2) L6x6x1/2 I (2) L6x6x1/2 OF ANGLE (TYP) 1 I ,JOIST, SEE PLAN I i 1 I SEE ARCH OIL — 1 SLAB, SEE PLAN SEE PLAN T/SLAB W/ 1/2" RETURN ON TOP (TYP) 1/4" BEAM, SEE PLAN AFTER FINAL FIT -UP 114" SECTION SCALE: 3/4" = 1'-0" i BEAM, 0 SEE PLAN 0 0 `— L3x3x5/16 CLIP ANGLE EACH SIDE j77"' � ERECTION ANGLE (OPTIONAL) 1 EXIST COLUMN 2 SECTION SCALE: 3/4" = 1'-0" �. S -mo W W�� sZ � J � W � W m �Qa U w W U)_ Q- O U � U N W o I H U� Q 2 06 �c Q .� U co -_ o N L z Z a) 'W U) U m O N O '5- B F a. U) Z co 0 o 6U 0 N LU 0 c: C) > LU .N m CD Uj co Q v O Z �. S -mo W W�� sZ � J � W � W m �Qa U w W U)_ Q- O U � U N W o I �\111111111// No. 870268 Qf O'. sT,�TE of d S.o S . N.. L ...��V\\\� 01110\0 TEAL: . N co 00 d O > "IT - tZ U UW E O c6 o U FILE NAME: DATE: 4-13-10 DRAWN BY: DH SHEET: 00 CO LEI PROJECT #: 0954 U)_ O Z H U� Q 0 06 �c Q .� Z co -_ o N L W W U a) 'W U) U z N O U_ U co 0 N . N co 00 d O > "IT - tZ U UW E O c6 o U FILE NAME: DATE: 4-13-10 DRAWN BY: DH SHEET: S-508 LEI PROJECT #: 0954