Creighton North.
Address. 808 Carol Avenue, Elgin, IL. 60123. 112 Field Rd, Ferrisburg, VT. 05456.
gra duate archi t ect
Contact. creightonnorth@yahoo.com 802-989-8161 LinkedIn: Creighton North
Rhino GH, Revit, Enscape, Photoshop Rhino GH, Revit, Photoshop Affordable Housing and Public Art Complex | Spring, 2020
A B C A 1L Sim A453
D
2' - 2
3/4"
1 5/8"
E.J.
B
8' - 0"
C.J.
4' - 3
M.O.
E.J.
2' - 2
E F
3/4"
C.J. 2A Sim A552
5A 6G
2' - 7
8' - 0"
M.O.
G 1
5/8"
A551
A550 2K
H
D 3/4
J
"
GENER AL NOTES
4'
11' -
M.O.
1/8"
M.O.
2' - 11
2'
-7
5/8
-6
E.J.
M.O.
"
. M.O
- 4"
A551
C.J.
ELEVATOR
3/4"
E.J.
2'
E.J.
- 11
3/4"
5 1/2"
7'
C.J.
. M.O
- 0"
C.J.
E.J.
8'
. M.O -5
2' -6
C
2'
3/4
PLAN
-2
3/4
3/4
"
- 0"
E.J.
B
1/2
"
12'
"
L
M
date revised
3G A601
F
0 3/8"
10 3/4"
15' -
16' 3/4" 1' - 7
4"
5 1/2" 26' -
M.O.
11' -
4"
7' - 0"
13' -
1/8"
10 1/2" 26' -
1' - 0
3/4"
2' - 6
3/4"
9' - 11
1' - 6"
4A Sim A552
E.J. 2'
-2
3/4
"
- 0"
. M.O
C.J.
C.J.
E.J.
E.J.
2' -6 3/4
2'
"
FLOOR
-2
3/4
8'
- 0"
. " M.O 1/2 -5 12'
Design Firm Registra #184-00 tion 0723 date revised
"
drawn by checked by
PLAN
10' - 0"
FIRST
COPYRIGHT
3' - 10"
M.O.
6' - 10" 7' - 0"
M.O.
3/4" 7' - 10
" 1/2
7'
3E EAST TOWER 1/4" = ENLARG 1'-0" ED
- 6"
-5
3/4"
1'
26'
C.J.
BRIDGE 101
A550
6C A650
" 3/4
Sim
"
" 3/4
5 1/2"
3A
- 11
3/4
6D
6A 3 1/2" 128' -
5D
Bridge_cjn.rvt
M
9'
2' - 6
Sim
-6
- 10
12' -
- 4"
2'
7'
12' - 6" " 1/2 -5 14' - 2" 26'
Pedestrian
E.J.
3A
005
A204
A204
162CU01.400 Bridge\162CU01 .400 ONU
- 4"
A702 A550 ELEVATOR
C.J. E.J.
C.J. 6D
C:\Revit_TEMP\ ONU Pedestrian
. M.O
8'
11' - 10 7/8"
UP
4F A201A A201
4'
3/4
"
1 MECHANIC VESTIBUL AL E 003
6A - 0"
- 4"
-8
3/4
"
4L
4E Sim A701
005
Sim
3/4" 1' - 7 4"
A205
162CU0 100% CONS 1.400 TRUCTION DOCU MENTS
FIRST FLOOR PLAN PEDEST RIAN BRID VILLAGE GE OF BOU RBONNA BOURBO IS NNAIS, IL 6091 4
FLOOR
project
3C A651
"
3A
5 1/2"
3/4"
26' -
9' - 11
3A 6C
1' - 6"
A701 3C
6D
6A
A204
ELEVATOR 004 12' -
5 1/2"
3A
PLAN
A204
C:\Revit_TEMP\
A
ONU Pedestrian
B Bridge\162CU01 .400 ONU
Pedestrian
C
D
E
F
G
H
J
K
L
M
Bridge_cjn.rvt
VoB/ONU
162CU01.400
4F A201A A201
ASPHALT SHINGLE ROOF
W17b
sheet 0'
EIFS CORNICE
1
HSS TOP CHORD AND TPO ROOF
4'
PREFINISHED SHEET METAL GUTTER
8'
EAVE 701' - 0"
A101
16' W17c
W17a
THIN BRICK VENEER
32'
ROOF 697' - 0"
project
W15
162CU0 100% CONS 1.400 TRUCTION date DOCU MENTS revised
W15 W2b
W2a
W2a
W2a
W2c
W2d
W2e
W2a
W2a
W2a
W2b
W14a
W14b
05/21/19 06/07/18
T/SECOND FLOOR 685' - 6"
W13b
W6
EIFS CORBELS
W12a
HSS BOTTOM CHORD AND CONCRETE BRIDGE DECK
drawn by checked by
W9 W12b
CJN EFG
Design Firm Registration #184-000723
W10 2
LANDSCAPE BERM
LANDSCAPE BERM T/FIRST FLOOR 664' - 6"
8'
16'
0'
4'
8'
16'
32'
ENLARGED ELEVATIONS
HSS TOP CHORD AND TPO ROOF
4
EAVE 701' - 0" ROOF 697' - 0"
11' - 6"
W15
W14b
W13b W8
W4
W5
5
COPYRIGHT 2017 BY BLDD ARCHITECTS, INC.
4'
T/SECOND FLOOR 685' - 6" LAMINATE GLASS CANOPY - DESIGN ALTERNATE NO. 4: REMOVE
BOURBONNAIS, IL 60914
0'
ASPHALT SHINGLE ROOF
All rights reserved. No part of this document may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, recording, or by any information or storage retrieval system, without the written permission of the author, except where by permitted by law.
SketchUp, Revit Revit, Lumion Night Render Pedestrian Bridge at Olivet Nazarene University | Spring, 2019
NORTH ELEVATION ENLARGED 1/8" = 1'-0"
VILLAGE OF BOURBONNAIS
3A 3
21' - 0"
AM
1/2
4E 13' -
3 3/4" 10:10:57
-5 12'
3/4"
4L A701 4G 4J MECHANIC ROOM AL 006
23' -
1 OVERALL FIRST 1/8" = 1'-0" 6 5/21/2019
- 6"
" 1/2
3D
32'
3E A101
6A Sim
A205 1' - 8
1 5/8"
2
3A A101
1'
-5
A701
6D
B
A102
16'
3C
Sim
26'
6A 9' - 0"
3
" 3/4
MECHANIC VESTIBUL AL E 002
A204
3
3C A650
8'
3A Sim
6C
A204
3/4"
sheet
3D - 11
Sim
007
5
A205
ELEVATOR 4J Sim
MECHANIC 0' 4' AL ROOM
9'
4G
1' - 8
1
3F A201A A201
2
Sim
1'
- 0"
A201A A201 6F
A
05/21/19
CJN EFG
13'
9'
C
1F 10'
-8
"
16' A201A A201 4
1'
D
A205
3/4
8'
-7
2'
1'
0'
VoB/ONU PEDESTRIAN BRIDGE
AM
- 0"
" 3/4
10:11:04
3
- 10
5/21/2019
7'
E.J. C.J.
2K A550
2D A550
16'
3A WEST TOWER 1/4" = ENLARG 1'-0" 3 ED FIRST FLOOR 6A OVERAL PLAN 1/8" = L SECOND FLOOR 1'-0" PLAN
6
- 8"
3/4"
ELEVATOR LOBBY 102
3F A201A A201
L
3.
" 3/8
1' - 8
2J
Sim 4A ELEVATOR A552 004
NOTES - 0" 9' K 1. TOP C OF FIRST OTHERWI FLOOR OTHERWI SE NOTED. SLAB: " EAST TOWER SE NOTED. WEST 3/4 2 2L TOWER Sim = 665'-6" 2E 2. THE -8 = 664'-2" (665.50) 1' LOCATION (664.17) UNLESS A205 DRYWALL OF DIMENSIO A701 UNLESS PARTITION FACE 3D N TICK OF MARKS2G CONCRETSTUD/FUR /FURRING: ARE AS 2J Sim E/MASONRRING. FOLLOWS FACE 3 OF : EXISTING CONCRET Y: ELEVATOR E/ DIMENSIO WALL: FACE MASONRY . OF FINISH NS NOTED OF EXISTINGLOBBY FINISH 103 DIMENSIO SURFACE AS "CLEAR" OR "CLR.": SURFACE S. OF FINISH NS NOTED ELEVATOR DIMENSIO SURFACE AS "FINISH" ITEMS N IS TO OR "FIN": NOTED S. FACE 005 FINISH AS "ALIGN": DIMENSIO SURFACE N IS TO S SHALL FACE BE IN THE ALL DOOR " SAME FRAMES WALL 1/2 PLANE. OR ARE TO OTHERWI 8" FROM CORNER -5 BE SET 2" SE. FROM 12' OF MASONRY 6D CORNER 4. ALL 3A OF WALL PARTITION UNLESS STUD A205 S ARE NOTED TO BE 5. ALL A205 TYPE P1 PARTITION UNLESS (DECK S SHALL NOTED OR EXTEND PARTITION BEAM) UNLESS OTHERWI TO UNDERSID SE. S 6C LOCATION INFILL NOTED 3D E OF OTHERWI S WITH VOIDS OF A651 USE FIRE-RESI METAL SE. AT STRUCTURE A102 BATT INSULATIO DECK NON-FIRE STIVE AT CONCEAL JOINT N; RATED 6. FOR SYSTEMS AT FIRE-RATE ED MASONRY . D PARTITION STRUCTU OPENINGS RAL SHEETS. S , REFER TO LINTEL 7. GROUT SCHEDUL ALL HOLLOW E ON METAL 8. ALL FRAMES CMU EXPOSED SOLID HAVE AT MASONRY BULLNOS AT INTERIOR ED EDGES WALLS. ABOVE 9. ABBREVIA AT CORNERS THE FIRST TIONS: AND JAMBS COURSE AFF ABOVE SHALL OF OPENINGS FINISHED CJ CONTROL . CMU CONCRET JOINT FLOOR EJ BRICK E MASONRY EXPANSIO EWC ELECTRIC UNIT N FE FIRE WATER JOINT COOLER FEC FIRE EXTINGUI EXTINGUI SHER GB GYPSUM SHER MB MARKER BOARD CABINET TB TACK BOARD BOARD 13'
6'
2A A550 MECHANIC ROOM AL 007
-0
3/4"
1 "
2
- 8" 10'
3A A102
C.J.
C.J. A204 3D E.J. 2' - 2
"
3/4
A550
E.J.
B
A701 2G
3
4D
"
2E 2L
E.J. 2 8' - 0"
M.O. 12' 5 1/2"
1F
. M.O
- 10"
6A
9' - 0"
E.J. C.J.
004 8' - 4"
E.J.
A201A A201
C.J.
- 0"
3'
3/4
15'
6D A550
ELEVATOR
5D A550 C.J. 3/4"
2D Sim A552
"
E.J. C.J.
2' - 2
-2
2K Sim A552
A204
A
3/4"
3/4
6A J
GENER AL
"
3/4
1 STAIR 104
3
3/4
E.J.
8'
2'
C.J.
1' - 8
2
-2
-4
2'
C
2D A550
5
16'
1 8"
MECHANIC ROOM AL 006
2K A550
-8
-7
10' -
2A
E.J. C.J.
6'
2
1'
D
A205
1'
8'
A550 3A A601
H
4'
D
A550 1
4
STAIR 105
G
2'
CJN EFG
UP
PLAN 0'
2K Sim A552
2017 BY BLDD All rights ARCHITECTS, reserved. transmitted INC. No including in any form part of this document retrieval photocopying, or by any means, may electronicbe reproduced where system, without recording, or or by permitted or by any the informationmechanical, by law. written permission or storage of the author, except
SECON D FLOOR
3/4"
C.J.
Design Firm Registra #184-00 tion 0723
2' - 2
E.J.
6' - 2
3/4"
M.O.
4D
SECOND FLOOR PLAN PEDEST RIAN BRID VILLAGE GE OF BOU RBONNA BOURBO IS NNAIS, IL 6091 4
8' - 0"
E.J. C.J.
E
VoB/ONU
3D EAST TOWER 1/4" = ENLARG 1'-0" ED
B
2D Sim A552
05/21/19
drawn by checked by
D
3/4"
1
Revit, Illustrator
"
A
2' - 2
COPYRIGHT
ENLARG ED SECON D FLOOR
-2
C.J. 2'
" 1/8
2' - 2
005
C.J.
2' - 6
E.J.
8' - 0" M.O. 12' -
A
3A WEST TOWER 1/4" = 1'-0"
3/4
11'
E.J.
C.J.
3
2D
2'
7' - 0"
2' - 6
A550
A551
C.J.
E.J.
3/4"
C.J.
3K
2A
- 0" 7' . M.O
"
B.E.J.
004
C.J.
3
A551
E.J.
C.J.
2' - 2
1L Sim A453
"
LOBBY
103
1/8
2K
ELEVATOR
C.J.
2017 BY BLDD All rights ARCHITECTS, reserved. transmitted INC. No including in any form part of this document retrieval photocopying, or by any means, may electronicbe reproduced where system, without recording, or or by permitted or by any the informationmechanical, by law. written permission or storage of the author, except
5 1/2"
26' -
1/8"
4' - 7
4"
-7
7' - 0"
A550
5A
A551
K
1. TOP OF FIRST OTHERWI FLOOR OTHERWI SE NOTED. SLAB: EAST SE NOTED. WEST TOWERTOWER = 2. THE = 664'-2" 665'-6" (665.50) LOCATION (664.17) UNLESS DRYWALL UNLESS OF DIMENSIO PARTITION FACE N TICK OF MARKS CONCRETSTUD/FUR /FURRING: ARE AS E/MASONRRING. FOLLOWS FACE OF : EXISTING CONCRET Y: E/ DIMENSIO WALL: FACE MASONRY . OF FINISH NS NOTED OF EXISTING FINISH DIMENSIO SURFACE AS "CLEAR" OR "CLR.": SURFACE S. OF FINISH NS NOTED DIMENSIO SURFACE AS "FINISH" ITEMS N IS TO OR "FIN": NOTED S. FACE FINISH AS "ALIGN": DIMENSIO SURFACE N IS TO S SHALL FACE 3. ALL BE IN THE DOOR SAME FRAMES WALL PLANE. OR ARE TO OTHERWI 8" FROM CORNER BE SET 2" FROM SE. OF MASONRY CORNER 4. ALL OF WALL PARTITION UNLESS STUD S ARE NOTED TO BE 5. ALL TYPE P1 PARTITION UNLESS (DECK S SHALL NOTED OR EXTEND PARTITION BEAM) UNLESS OTHERWI TO SE. LOCATION S INFILL NOTED UNDERSID E OF OTHERWI S WITH VOIDS OF USE FIRE-RESI METAL SE. AT STRUCTURE BATT INSULATIO DECK NON-FIRE STIVE AT CONCEAL JOINT N; RATED 6. FOR SYSTEMS AT FIRE-RATE ED MASONRY . D PARTITION STRUCTU OPENINGS RAL SHEETS. S , REFER TO LINTEL 7. GROUT SCHEDUL ALL HOLLOW E ON METAL 8. ALL FRAMES CMU EXPOSED SOLID HAVE AT MASONRY BULLNOS AT INTERIOR ED EDGES WALLS. ABOVE 9. ABBREVIA AT CORNERS THE FIRST TIONS: AND JAMBS COURSE AFF ABOVE SHALL OF OPENINGS FINISHED CJ CONTROL . CMU CONCRET JOINT FLOOR EJ BRICK E MASONRY EXPANSIO EWC ELECTRIC UNIT N FE FIRE WATER JOINT COOLER FEC FIRE EXTINGUI EXTINGUI SHER GB GYPSUM SHER MB MARKER BOARD CABINET TB TACK BOARD BOARD
2
" 1/2
E.J.
C.J.
2A Sim A552
ELEVATOR
E.J.
3/4"
6G
-5
-2
2D
E.J.
3
B.E.J.
"
26'
2'
3/4
. M.O
B.E.J.
A550
A551
2
. M.O
C
- 0"
E.J.
C.J.
- 0"
8'
3K
C.J.
"
E.J.
LOBBY
102
8'
2G
A551
-2
5/8
2
2'
A551
ELEVATOR
-3
2A
A551
B.E.J.
4'
Revit, Enscape Rendering, Photoshop Davis Park Redevelopment | Summer, 2019 1
T/FIRST FLOOR 664' - 6"
sheet
A202 6A
EAST ELEVATION ENLARGED 1/8" = 1'-0"
32'
project
162CU01.400
6 5/21/2019 10:11:52 AM
C:\Revit_TEMP\162CU01.400 ONU Pedestrian Bridge\162CU01.400 ONU Pedestrian Bridge_cjn.rvt
100% CONSTRUCTION DOCUMENTS