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HomeMy WebLinkAbout06110089.6V T 0— Cr M a) N M cQ CD CD cQ N U PER T1 T5 iz PER T3 T4 O W W Z [7 Z 5/8" PLYWOOD 1 SHEATHING (T &G) 1 S2.2 S2.2 0 0 H1 H1 H2 H1 H1 1 — -- — — — II— I S2.2 �F T1 11— FS ® ti�P\ _I IN —11 1 �' 0 N — I I I I I I L4x4x1 /4 RTU FRAME. I I I S2.2 = 1 I I COORD SIZE & LOCATION 11— I I I I W/ MECH. DWGS. PRIOR 1 3 — TO FABRICATION S2 2 — — _ o iv _ 1 1 I I N 1 _ C3 � O _ W1 2x53 W1 2x53 R D W12x53 = I _ I 1 = N 11— N = BELOW BELOW O O.D. = BELOW = 1 I I N N I l— I I I I 5 5 1 0 1 _ `„ 2 0 w II S5 W1 0x12 W10x12 W10x12 W10x12 1-101-1 S2.2 � — S2.2 N o I I 1 1 1 I I M ° ,�°� _ ;° M I I 1 1 I >- I — c� o N N I� °� °co 11 I n I m `� ® o co U- 0 `n =I1 TS 3 3 3 3 3 3 T5 I N I� — N N U- O r I I I I 4 M 4 0 0 Of I a I I S2.2 W10x12 W10x12 W10x12 W10x12 o S2 2 _ I -' of w_ 11 _ N I I 1 _ = I W1 2x53 1 3 3 W1 2x53 1 W1 2X53 I I I I =— UJ Z 1_ (BELOW) (BELOW) R.D. (BELOW) 1 I —11 w z 11— I I l i l o o.D. 5 I 1 1 _� 1 W 11— S2.2 S2.2 w EL I— I I W1 6x36 I 1 1 —11 X 1 _ 1.5 VLI 20 GAGE LIMITS of MECHANICAL UNIT 11 a 11 METAL FLOOR DECK TO BE FILLED W/ NORMAL —II 1 — I I III 3 (GALV. G60) WEIGHT CONCRETE (4" THICK) _I = S2.2 INSIDE CURB IIN o LO N 1 =I I_ 1 1 1 ( I I I I I I I I I I I �o� 1 1 _I I 1 N S2.2 1— ® G T3 (�e S2.2 c� 77-11 I — � ��`� I + A�FcF � — I Ij— Q S RiQ —11 1 H2 I I 1 1 I F 11 — _ - -_ -- - -_ - -— — = = —L =I —J _-- _ - -1 — =L - -_ o H1 H1 H1 i H1 0 I T4 T4 I 2 ®3' -3 ") 4 ®5' 0" - 20'-0" 12 ®3' -3„ i S2.2 13' -6" 6' -6" 6' -6" 13' -6" S2.2 19' -6" 20' -0" 20' -0" 20' -0" 19' -6" 9 -0 -0' 6' -6" PRE- ENGINEERED ROOF TRUSSES 0 24" O.C. 6' -6" 9' -0" 2 3 4 5 r -, �Vi ROOF FRAMING PLAN, N SCALE: 1/8N=1'-0" NOTES: 1). TRUSS BEARING EL. 124' -6" U.N.O. 61 8 East Market Street I Indianapolis, Indiana 46202 ph 317/264.8162 fx 317/264.8165 a xi s a r c h. c o m Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract On the basis of the general scope indicated or described, the trade contractors shall fumish all items required for the proper execution and completion of the work. DRAWN by cis CHECKED by CPS DATE issued 17 OCT. 2006 REVISIONS SCHNEIDER CORP ASHTON FRII 8901 OTIS AVENI, INDIANAPOLIS, IN 4621 (317) 826-71C (317) 826 -72C STRUCTURAL DESIGN, INC. CHUCK SCHAEFER 337 MAIN STREET BEECH GROVE, IN 46107 (317) 822.0204 (317) 822.0206 VECTOR CONSULTING BEN DEREMIAH 212 W. 10TH ST., SUITE D -395 INDIANAPOLIS, IN 46202 (317) 632.4444 (317) 632.4960 i i W zV Z 1p�z > r 1:* Ce iW -a W 0 Z W � V ua.J N W � W N a Ln Sle2 I ��.� �S P • S�,y ( = * 870367 I � � •� STATE OF �• Ii�� �'••.tND IANP••'�� • ���� ''F`;`,S /DNAI I State Design Release Set I 1 ROOF FRAMING 1 PLAN 1 SCALE AS NOTED N