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Home My WebLink AboutS2..p s BUILDING LINE Jill O I 2 -- I Go N km== 0 i vn N ©Z= 5 � E.O. N I 0 I rnM A B C D D.5 E F 140' -8" , 11" 29' -6" 24' -8' 33' -3" 8' -11" 19' -6" 23' -0" 11" 4 I i I I I I I W18 x 35 S5 1 SS E.O.S. E.O.S. BUILDING LINE E.O.S. ;�, E.O.S. 5" W21 x 44 W18 x 35 5" E.O.S. -- -- -- W21 x 68 -- _ W18 x 35 W18 x 35 w W18 x 35 W18 x 35 ` ° N i ^ j .V l X t 2 i 20LHO9 18LH06 -�, 1 _ _ _ 24LH09 N _ - 5 N � I 20LHOS 18LHO6 -- -- -- -- SS 00-- — - -- -- S5 w (TYP.) S5 • W21 R7 C-4 - - - 2.3 1 6 20LHO9 M 18LH06 N W � N Ul 0 0 I o) 20LH08 18LH06 10 1 °w N 5 6 _ I rnM A B C D D.5 E F 140' -8" , 11" 29' -6" 24' -8' 33' -3" 8' -11" 19' -6" 23' -0" 11" 4 I i I I I I I W18 x 35 S5 1 SS E.O.S. E.O.S. BUILDING LINE E.O.S. ;�, E.O.S. 5" W21 x 44 W18 x 35 5" E.O.S. -- -- -- W21 x 68 -- _ W18 x 35 W18 x 35 w W18 x 35 W18 x 35 ` ° N i ^ j .V l X t 2 i 20LHO9 18LH06 -�, 1 _ _ _ 24LH09 N _ - 5 N � I 20LHOS 18LHO6 -- -- -- -- SS 00-- — - -- -- S5 w (TYP.) S5 • W21 R7 C-4 - - - 2.3 2.9 W8X10 w8X10 -- -- `o ° ;2; I "' E.O.S. BUILDING LINE d 20LHO9 _ _ 18LH06 11" - • - 4 .^ i S5 S5 20LH09 _ _ °o _ _ 18LHO6 — w I I I M• a ° SEE NOTE 12 • M I X N X X 1� j 20LHO9 - _ _ - 18LHO6 _ �, • 2 S5 W18 x 35 W18 x 35 w 5" CL 20LH09 _ 18LH06 4 • z S5 • a; o 2r- N E.O.S. _ 18LH06 00 r W18 x 40 (�•) • v - - I 0vo 6" 6" v w .� 0.1 X U 1 (0 X _ a 18LH06 __ X cv W10 x22 N x W8 x 10 N J • co 3 N 3 4 a v 18LHO6 E.O.S. S5 `V W18 x 40 S5 • - U111- - - N ( ) •� E.O.S. NORTH W18 x 35 W18 x 35 (�'•) 15'-9 a 71 -8 7- 4" 6' -0'1" 8 — SECOND FLOOR FRAMING PLAN Owns 20LHO9 W8 x 10 SCALE: 1/8" = 1' -0" • w8x10 W12x26 I Q 20LHO9 _ S5 - -z (TYP.) W18 x 35 " r i - 20LHO9 14!-4*_ 20'-4- • .� iv 18LHO6 00 00 00 U t I `O a 20LHO9 X w G X - N - - _ < 18LHO6 °° 3 j 3 N - W 20LHO9 Or 18LH06 N I N 3 4 u., - _ 20LHO9 _ _ 18LHO6 SS 7 - W24 x 55 (55k) W18 x 35 - 7-' E�:::i E.O.S. BUILDING LINE BUILDING LINE 1 11" 33' -6" I I B.2 PLAN NOTES: 1. SEE DRAWING S6 FOR GENERAL NOTES, TYPICAL DETAILS AND ADDITIONAL INFORMATION. 2. INDICATES THE SPAN DIRECTION OF THE METAL FLOOR DECK. SECOND LEVEL FLOOR IS 4" THICK CONCRETE SLAB ON GALVANIZED VULCRAFTT 1.5C22 STEEL FORM DECK (21/2" CONCRETE + 1'/2 DECK). REINFORCE WITH 6" x 6' - W4.0 x W4.0 WELDED WIRE FABRIC. 3. TOP OF FINISHED SLAB ELEVATION IS 862' -4 4. TYPICAL TOP OF STEEL ELEVATION IS 862' -0 (UNLESS OTHERWISE NOTED) 5. (XXX' -X') INDICATES TOP OF STEEL ELEVATION IF ELEVATION IS NOT AT TYPICAL 862' -0'. 6. E.O.S. INDICATES EDGE OF CONCRETE SLAB. 7. 0, INDICATES MOMENT CONNECTION. SEE MOMENT CONNECTION DETAIL A ON DRAWING S5. 8. PROVIDE DECK CLOSURE AS REQUIRED. 9. SEE MECHANICAL DRAWINGS FOR FLOOR DRAINS REQUIRED INSIDE THE BUILDING. SEE TYPICAL DETAIL ON DRAWING S6 FOR FLOOR DRAIN INSTALLATION. 10. (XXk) INDICATES THE END REACTION TO BE USED FOR THE CONNECTION DESIGN. IF NO REACTION IS POSTED, DESIGN THE CONNECTION AS REQUIRED BY THE STRUCTURAL STEEL SPECIFICATIONS. 11 " • " INDICATES LOCATION OF JOIST BOTTOM CHORD TO BEAM CONNECTION PER SECTION 2 OR - •�.�� SECTION 6 ON DRAWING S5. Al2. VERIFY SIZE AND LOCATION WITH MECHANICAL PROVIDE DECK CLOSURE AS REQUIRED. t A& AbMEIL CONSULTING ENGINEERS Ter Horst, Lamson & Fisk, Inc. 2629 Waterfront Parkway East Drive Suite 100 Indianapolis, IN 46214 Phone: 317 - 328 -1500 Fax: 317 - 328 -9383 No. #870332 �' ;• STATE OF Certified ONAL�;O��.. �!l1N /111111 T M w °' c a� N � z � 6 20LHO9 18LH06 W � N Ul 0 0 20LH08 18LH06 I °w N 5 °„ • w no' S< = r ^ a -. O M m m Z N rn m I C) a7 v f-- U_ U N C m C U �C r` 1 r` I W r_ i 00 T n O 1 E"� E.O.S. d _I _I _ 1 Wo � . T0 Z Q V� C5 Z 5 W12 X26 ('�•) w J W M T l v rr � W� '' U o N o� r„ 20LHO9 00 18LHO6 ;2rA E.O.S. 0-M-4 -+-� o 20LHO8 18LH06 to - w - - - ° • ca (TYP.) S5 (TYP.) rn N co - - - - • - - - - - - � X ¢ CL r\ w U W8 X 10 a X o X °° X X oo cV I 3 ¢ 20LHO9 Y N 18LHO6 / N �• "' 3 20LHO8 (� 18LH06 3 0 '� • v _ - 3 3 4'/2" Q ° 6° • _ _ _ - - _ - • - _ - • N a 6 /e" cD W12 x26 4 20LHO9 _ _ 18LHO6 20LHO8 18LH06 SS to W12 X 26 d � N � co —__ __ • __ I - .N 00 X � U ``' as O I W12 X26 W18 x 35 W18 x 35 "' W21 x 62 '� N N to W18 x 35 W18 x 35 - 16' -4'/2" 9' -85/e" 7' -1' /e" 20LHO9 18LHO6 20LHO8 18LH06 _ _ O —SEE NOTE 12 24L • ^ z o 20LHO9 'i 18LH06 i 24LH09 'i 20LH08 i 18LH06 - _ _ - _ _ �p 0vo _ • - _ _ p 00 • - _ - - �p ovo • _ _ - - � • _ - io 0O `• Go ° o o 00 cr- E I a 20LHO9 X 18LHO6 X 24LHO9 X 20LHO8 X 18LH06 X • • 9, -1 - 3, -2. - - 3 • - - - - • - - 3 • 3 a a, E.O.S. M ( ') 3 5" rn 20LHO9 W18 x 35 -- 24LH09 -- 20LHO8 18LH06 Q3" 1 5 () -- -- 3 3 ° W18 x 35 W18 x 35 S5 3 W18 x 35 S5 W18 x 35 S5 W18 x 35 2.9 W8X10 w8X10 -- -- `o ° ;2; I "' E.O.S. BUILDING LINE d 20LHO9 _ _ 18LH06 11" - • - 4 .^ i S5 S5 20LH09 _ _ °o _ _ 18LHO6 — w I I I M• a ° SEE NOTE 12 • M I X N X X 1� j 20LHO9 - _ _ - 18LHO6 _ �, • 2 S5 W18 x 35 W18 x 35 w 5" CL 20LH09 _ 18LH06 4 • z S5 • a; o 2r- N E.O.S. _ 18LH06 00 r W18 x 40 (�•) • v - - I 0vo 6" 6" v w .� 0.1 X U 1 (0 X _ a 18LH06 __ X cv W10 x22 N x W8 x 10 N J • co 3 N 3 4 a v 18LHO6 E.O.S. S5 `V W18 x 40 S5 • - U111- - - N ( ) •� E.O.S. NORTH W18 x 35 W18 x 35 (�'•) 15'-9 a 71 -8 7- 4" 6' -0'1" 8 — SECOND FLOOR FRAMING PLAN Owns 20LHO9 W8 x 10 SCALE: 1/8" = 1' -0" • w8x10 W12x26 I Q 20LHO9 _ S5 - -z (TYP.) W18 x 35 " r i - 20LHO9 14!-4*_ 20'-4- • .� iv 18LHO6 00 00 00 U t I `O a 20LHO9 X w G X - N - - _ < 18LHO6 °° 3 j 3 N - W 20LHO9 Or 18LH06 N I N 3 4 u., - _ 20LHO9 _ _ 18LHO6 SS 7 - W24 x 55 (55k) W18 x 35 - 7-' E�:::i E.O.S. BUILDING LINE BUILDING LINE 1 11" 33' -6" I I B.2 PLAN NOTES: 1. SEE DRAWING S6 FOR GENERAL NOTES, TYPICAL DETAILS AND ADDITIONAL INFORMATION. 2. INDICATES THE SPAN DIRECTION OF THE METAL FLOOR DECK. SECOND LEVEL FLOOR IS 4" THICK CONCRETE SLAB ON GALVANIZED VULCRAFTT 1.5C22 STEEL FORM DECK (21/2" CONCRETE + 1'/2 DECK). REINFORCE WITH 6" x 6' - W4.0 x W4.0 WELDED WIRE FABRIC. 3. TOP OF FINISHED SLAB ELEVATION IS 862' -4 4. TYPICAL TOP OF STEEL ELEVATION IS 862' -0 (UNLESS OTHERWISE NOTED) 5. (XXX' -X') INDICATES TOP OF STEEL ELEVATION IF ELEVATION IS NOT AT TYPICAL 862' -0'. 6. E.O.S. INDICATES EDGE OF CONCRETE SLAB. 7. 0, INDICATES MOMENT CONNECTION. SEE MOMENT CONNECTION DETAIL A ON DRAWING S5. 8. PROVIDE DECK CLOSURE AS REQUIRED. 9. SEE MECHANICAL DRAWINGS FOR FLOOR DRAINS REQUIRED INSIDE THE BUILDING. SEE TYPICAL DETAIL ON DRAWING S6 FOR FLOOR DRAIN INSTALLATION. 10. (XXk) INDICATES THE END REACTION TO BE USED FOR THE CONNECTION DESIGN. IF NO REACTION IS POSTED, DESIGN THE CONNECTION AS REQUIRED BY THE STRUCTURAL STEEL SPECIFICATIONS. 11 " • " INDICATES LOCATION OF JOIST BOTTOM CHORD TO BEAM CONNECTION PER SECTION 2 OR - •�.�� SECTION 6 ON DRAWING S5. Al2. VERIFY SIZE AND LOCATION WITH MECHANICAL PROVIDE DECK CLOSURE AS REQUIRED. t A& AbMEIL CONSULTING ENGINEERS Ter Horst, Lamson & Fisk, Inc. 2629 Waterfront Parkway East Drive Suite 100 Indianapolis, IN 46214 Phone: 317 - 328 -1500 Fax: 317 - 328 -9383 No. #870332 �' ;• STATE OF Certified ONAL�;O��.. �!l1N /111111 T M w °' c a� N � z � � z W W � N Ul 0 0 °w N 5 w J W W J a O M m m Z N rn m I C) a7 v f-- U_ U N C m C U �C m rn I � ; v .O t •y O m CL D U W T n O 1 E"� Wo � T0 Z Q V� C5 Z Wclooni w J W M T l v rr � W� U E-o-4 o� Cn ;2rA 0-M-4 -+-� n'—1 ITitle: SECOND FLOOR FRAMING PLAN SI eet No.: y; S2, Db \92062\&2 ,22/27/93{ a :5 o .