4
3
2
1
D
D
.25 THRU .50 .13
SECTION B-B SCALE 1 : 1
C
C
B B
B
B
DRAWN
Cecily Westall
4/13/2016
Renton Technical College
CHECKED QA
A
MFG
TITLE
A
Widget
APPROVED SIZE
C SCALE
4
3
2
REV
DWG NO
Problem 7-7 1:1
SHEET
1
1 OF 1
x
4
3
2
1
D
D 2
1
3
4
C
C
B
B
ITEM 1 2 3
QTY 2 4 2
4
8
PARTS LIST PART NUMBER RTC-DFT213-PT3 RTC-DFT213-PT2 Bar and Bearing Subassembly ANSI B27.7M - 3CMI-7
DESCRIPTION BLOCK PIN BAR AND BEARING Metric Reduced Cross Section Retaining Rings - E Ring External Series - 3CMI
DRAWN
CECILY WESTALL
4/22/2016
RENTON TECHNICAL COLLEGE
CHECKED QA
A
MFG
TITLE
A
LINKAGE ASSEMBLY
APPROVED SIZE
C SCALE
4
3
2
REV
DWG NO
Linkage Assembly 1:1
SHEET
1
1 OF 1
8
7
6
5
4
3
2
D
1
D
8 2
6
1
3
C
C
7
B
B
PARTS LIST PART NUMBER DFT213-RTC-PT#1
ITEM 1
QTY 1
2
2
DFT213-RTC-PT#3
3 4 5 6
1 2 1 8
DFT213-RTC-PT#4 DFT213-RTC-PT#5 DFT213-RTC-PT#2 ASME B18.21.1 - 3/8
7
4
AS 2465 - 3/8 x 1 1/2 UNC
8
4
ANSI B18.2.2 - 3/8 - 16
DESCRIPTION MALLEABLE IRON TOP PLATE MALLEABLE IRON AXLE SUPPORT SAE 1020 AXLE BRONZE BUSHING MALLEABLE IRON WHEEL Heavy Helical Spring Lock Washers(Inch Series) Unified hexagon bolts, screws and nuts (UNC and UNF threads) Hex Nuts (Inch Series) Hex Nut
DRAWN
GENRAL NOTES:
GENERAL TOLERANCES
CECILY WESTALL
5/2/2016
CHECKED
FASTEN ASSEMBLY TO A .25 STEEL PLATE BY FOUR .375 UNC X 1.75 LG HEX HD BOLTS, NUTS, AND LOCK WASHERS ANGLES
A
1
.XX =
.02 .XXX =
TITLE
QA
BREAK ALL SHARP EDGES
.010
RENTON TECHNICAL COLLEGE A
CASTER ASSEMBY 2
MFG
ALL UNMARKED ROUNDS AND FILLETS .12 R APPROVED
SIZE
D SCALE
8
7
6
5
4
3
2
REV
DWG NO
CASTER ASSEMBLY 2 1:1
SHEET
1
1 OF 1
4
3
2
1
1
B
B
R.057
.218 .281
.47 3
.20 .13 .031
R.043
.69
2
ITEM 1
QTY 2
PARTS LIST PART NUMBER R-PIN DFT206RTC-PT#27
UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES BREAK ALL SHARP EDGES TOLLERANCES ON:
A
ANGLES 0'
GENERAL NOTES:
DECIMALS .XX = 0.020 .XXX = 0.010
DESCRIPTION
DRAWN
CECILY WESTALL
RENTON TECHNICAL COLLEGE 3000 NE 4th St, Renton, WA 98056
5/24/2016
CHECKED TITLE
QA
HYDRAULIC BOTTLE JACK
MFG APPROVED
SIZE
1. MATERIAL: STEEL
SCALE
3
2
REV
DWG NO
B 4
A
DFT206RTC-PT#27 2:1
SHEET
1
1 OF 1
8
7
6
5
4
3
2
1
D
D
1
C
C
2.13
R.550 .41 R.438 112 1.08
.09
112 1.49
2.01
1.60 1.75
R.156 R.125 R.125
R.313 1.37 .290 X 4
R1.250
.88
.63
2.62 B
B
.38 .09
.19
R.250 R.250 R.375 R.375 .82 ITEM 1 R.375
A
GENERAL NOTES: 1. BREAK ALL SHARP EDGES 2. MATERIAL: STEEL
QTY 1
PARTS LIST PART NUMBER DFT206RTC-PT#31 HANDLE SOCKET
UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES BREAK ALL SHARP EDGES TOLLERANCES ON:
63
R.125
ANGLES 0'
DECIMALS .XX = 0.020 .XXX = 0.010
DESCRIPTION
DRAWN
CECILY WESTALL
RENTON TECHNICAL COLLEGE 3000 NE 4th St, Renton, WA 98056
5/20/2016
CHECKED TITLE
QA
A
HYDRAULIC BOTTLE JACK
MFG APPROVED
SIZE
D SCALE
8
7
6
5
4
3
2
REV
DWG NO
DFT206RTC-PT#31 1:1
SHEET
1
1 OF 1
4
3
2
1
1
.02
B
.91
B
1.00
.375 .260
ITEM 1
QTY 1
PARTS LIST PART NUMBER DFT206RTC-PT#29 SHORT PIN
UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES BREAK ALL SHARP EDGES TOLLERANCES ON:
A
ANGLES GENERAL NOTES: 1. PEEN AT ASSEMBLY 2. MATERIAL: STEEL
0'
DECIMALS .XX = 0.020 .XXX = 0.010
DESCRIPTION
DRAWN
CECILY WESTALL
RENTON TECHNICAL COLLEGE 3000 NE 4th St, Renton, WA 98056
5/23/2016
CHECKED TITLE
QA
HYDRAULIC BOTTLE JACK
MFG APPROVED
SIZE
SCALE
3
2
REV
DWG NO
B 4
A
DFT206RTC-PT#29 2:1
SHEET
1
1 OF 1
4
3
2
1
1 .344 .234 B
B
.12
.078
.82 .97
.05 ITEM 1
QTY 2
PARTS LIST PART NUMBER PIN DFT206RTC-PT#28
UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES BREAK ALL SHARP EDGES TOLLERANCES ON:
A
ANGLES 0'
GENERAL NOTES: 1. MATERIAL: STEEL
DECIMALS .XX = 0.020 .XXX = 0.010
DESCRIPTION
DRAWN
CECILY WESTALL
RENTON TECHNICAL COLLEGE 3000 NE 4th St, Renton, WA 98056
5/24/2016
CHECKED TITLE
QA
HYDRAULIC BOTTLE JACK
MFG APPROVED
SIZE
SCALE
3
2
REV
DWG NO
B 4
A
DFT206RTC-PT#28 2:1
SHEET
1
1 OF 1
4
3
2
1
1
.09
B
B
3.00 R.379 X 2 .281 X 2 .63 .27 .13
.22
2.75
.22
3.44
ITEM 1
QTY 2
PARTS LIST PART NUMBER LINK PLATE DFT206RTC-PT#30
UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES BREAK ALL SHARP EDGES TOLLERANCES ON:
A
ANGLES 0' GENERAL NOTES: 1. MATERIAL: STEEL
DECIMALS .XX = 0.020 .XXX = 0.010
DESCRIPTION
DRAWN
CECILY WESTALL
RENTON TECHNICAL COLLEGE 3000 NE 4th St, Renton, WA 98056
5/24/2016
CHECKED TITLE
QA
HYDRAULIC BOTTLE JACK
MFG APPROVED
SIZE
3
2
REV
DWG NO
B SCALE
4
A
DFT206RTC-PT#30 1:1
SHEET
1
1 OF 1
8
7
6
5
4
3
2
1
PARTS LIST D
25
ITEM 1 2 3 4
QTY 1 3 1 1
PART NUMBER DFT206RTC-PT#20 DFT206RTC-PT#18 DFT206RTC-PT#16 DFT206RTC-PT#17
5
DESCRIPTION BASE BALL RELEASE VALVE RELEASE VALVE SEAL
1
DFT206RTC-PT#13
BASE PLATE WASHER
6 7 8
1 1 1
DFT206RTC-PT#12 DFT206RTC-PT#22 DFT206RTC-PT#23
RESERVOIR SEAL WASHER (PUMP) PUMP
9
1
DFT206RTC-PT#26
PLUNGER
10 11 12 13 14
1 1 1 1 1
DFT206RTC-PT#24 DFT206RTC-PT#25 DFT206RTC-PT#14 DFT206RTC-PT#10 DFT206RTC-PT#07
O-RING PLUNGER BACK RING FILTER SCREEN CYLINDER PISTON
15 16
1 1
DFT206RTC-PT#09 DFT206RTC-PT#03
O-RING (PISTON) PISTON ROD
17
1
DFT206RTC-PT#01
ADJUSTABLE SADDLE
18 19 20 21 22 23 24
1 2 2 1 2 2 1
DFT206RTC-PT#31 DFT206RTC-PT#30 DFT206RTC-PT#28 DFT206RTC-PT#29 DFT206RTC-PT#27 DFT206RTC-PT#32 DFT206RTC-PT#11
HANDLE SOCKET LINK PLATE PIN SHORT PIN R-PIN HANDLE TOP RESERVIOR
25
1
DFT206RTC-PT#4
NUT
17
24
13 C
16
MATERIAL Steel Steel Steel Rubber, Silicone Steel, Carbon Rubber Steel, Mild Steel, Carbon Steel, Carbon Glass Rubber PET Plastic Steel Steel, Carbon Rubber Stainless Steel Steel, Carbon Steel Steel Steel Steel Steel Steel Stainless Steel Iron, Cast
D
C
18
14
19 15 9 10
22
11
8
20 B
B 6
12 5
7
3
23
21
4 2 1
UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES BREAK ALL SHARP EDGES TOLLERANCES ON:
A
ANGLES 0'
DECIMALS .XX = 0.020 .XXX = 0.010
DRAWN
CECILY WESTALL
RENTON TECHNICAL COLLEGE 3000 NE 4TH ST, RENTON, WA 98056
6/2/2016
CHECKED TITLE
QA
A
HYDRAULIC BOTTLE JACK ASSEMBLY
MFG APPROVED
SIZE
DFT206RTC#34-ASSEMBLY
D SCALE
8
7
6
5
4
3
2
REV
DWG NO
1:1
SHEET
1
1 OF 1
Inventor Rendering
A103 1
27’ − 0"
6’ − 6"
www.autodesk.com/revit
20’ − 6"
6’ − 9"
13’ − 9"
Consultant Address Address Phone Fax e-mail
DN 3
Consultant Address Address Phone Fax e-mail
3
5’ − 2"
S101
11-a
HALF BATHROOM
Consultant Address Address Phone Fax e-mail
86
2
A106
Consultant Address Address Phone Fax e-mail
5’ − 8"
KITCHEN
23’ − 6"
23’ − 6"
DINING ROOM
UP 11’ − 0"
12’ − 8"
14’ − 11"
LIVING ROOM
No.
Description
Date
4’ − 1"
2
4’ − 0"
1 S101
13’ − 11"
REF.
Consultant Address Address Phone Fax e-mail
83
3’ − 9"
3’ − 5"
FOYER
2’ − 4"
A103
83
2’ − 4"
3’ − 5"
3’ − 9"
12 DN 9’ − 6"
8’ − 0 3/8"
9’ − 6"
Clark Residence Floor Pl. (1)
27’ − 0"
201601 03/16/2016 Cecily Westall Checker
Project number
1
First Floor 3/8" = 1'-0"
Date Drawn by Checked by
A101 Scale
3/8" = 1'-0"
6/13/2016 1:35:02 PM
8’ − 7"
11
10’ − 10"
4
Elevation 1 - b
3’ − 6"
Wood Joist 10" Ceramic Tile first floor
A103 1
27’ − 0" 7’ − 6"
11’ − 10"
www.autodesk.com/revit
7’ − 8"
Consultant Address Address Phone Fax e-mail
84
Consultant Address Address Phone Fax e-mail
3
Consultant Address Address Phone Fax e-mail
Elevation 1 - a
S101
DN
11-a A106
10
Consultant Address Address Phone Fax e-mail
3 12’ − 4"
CLOSET
9’ − 0"
9’ − 0"
8
41-b
FULL BATHROOM 1’ − 11"
Consultant Address Address Phone Fax e-mail 23’ − 6"
9’ − 3 7/16"
23’ − 6"
85
6
5 8’ − 5"
MASTER BEDROOM BEDROOM 2
No.
Description
Date
2
6’ − 1 1/16"
CLOSET
11’ − 2"
12’ − 7"
14’ − 6"
9
85 2’ − 9" 3’ − 9"
19’ − 7"
3’ − 8"
83
83
11’ − 6"
3’ − 8"
11’ − 10"
27’ − 0"
1
Clark Residence Floor Pl. (2)
2nd Floor 3/8" = 1'-0"
201601 03/16/2016 Cecily Westall Checker
Project number Date Drawn by Checked by
A102 Scale
3/8" = 1'-0"
4/20/2016 2:45:27 PM
1 S101
www.autodesk.com/revit
Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail
1 S101
Consultant Address Address Phone Fax e-mail
ASPHALT SHINGLES OVER 15# FELT
Consultant Address Address Phone Fax e-mail
12
13 Consultant Address Address Phone Fax e-mail 1"x10" FASCIA BOARD W/ GUTTER
2nd Fl Ceiling 16' - 10 3/4" 1’ − 0 1/4"
2nd Fl Ceiling 16' - 10 3/4" 1’ − 0"
12 8.7
2nd Floor 8' - 10 3/4"
2nd Floor 8' - 10 3/4" 1st Fl Ceiling 8' - 0"
First Floor 0' - 0"
2
East 1/4" = 1'-0"
Description
Date
First Floor 0' - 0"
Top of Foundation -1' - 0 1/4" Ground Level -1' - 8 1/4"
Top of Foundation -1' - 0 1/4" Ground Level -1' - 8 1/4"
Top of Footing -3' - 6 1/4"
Top of Footing -3' - 6 1/4"
1
North 1/4" = 1'-0"
Clark Residence North and East Elevations 201601 03/16/2016 Cecily Westall Checker
Project number Date Drawn by Checked by
A103 Scale
1/4" = 1'-0"
4/20/2016 2:45:51 PM
2’ − 3 7/8"
No.
1st Fl Ceiling 8' - 0"
www.autodesk.com/revit
Consultant Address Address Phone Fax e-mail
1 S101
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
12 82
Consultant Address Address Phone Fax e-mail
13
ASPHALT SHINGLES OVER 15# FELT. INSTALL AS PER MANUF. SPECS.
Consultant Address Address Phone Fax e-mail
1"x10" FASCIA BOARD
2nd Fl Ceiling 16' - 10 3/4"
2nd Fl Ceiling 16' - 10 3/4" 1’ − 0" 1’ − 0"
12 8.7
3 S101
2nd Floor 8' - 10 3/4"
2nd Floor 8' - 10 3/4"
1st Fl Ceiling 8' - 0"
1st Fl Ceiling 8' - 0"
No.
2’ − 3 7/8"
Top of Foundation -1' - 0 1/4"
Top of Foundation -1' - 0 1/4" Ground Level -1' - 8 1/4"
Ground Level -1' - 8 1/4" Top of Footing -3' - 6 1/4"
Top of Footing -3' - 6 1/4"
2
West 1/4" = 1'-0"
Clark Residence South and West Elevations 201601 03/16/2016 Cecily Westall Checker
Project number Date Drawn by Checked by
A104 Scale
1/4" = 1'-0"
4/20/2016 2:46:18 PM
South 1/4" = 1'-0"
Date
First Floor 0' - 0"
First Floor 0' - 0"
1
Description
www.autodesk.com/revit
Consultant Address Address Phone Fax e-mail
4"x10"
RIDGE VENT
Consultant Address Address Phone Fax e-mail
Simpson H2.5 Clip
PREFABRICATED VAULTED WOOD TRUSSES
Consultant Address Address Phone Fax e-mail
1/2" PLYWOOD ROOF SHEATHING ASPHALT SHINGLES OVER 15# ROOFING FELT
Consultant Address Address Phone Fax e-mail
3
9" INSULATION
2"x4" STUD
2 S101
Consultant Address Address Phone Fax e-mail
Stair Detail 1 1/2" = 1'-0"
2"x8" BIRD BLOCKING WITH VENT HOLE IN EVERY OTHER BLOCK
MASTER BEDROOM
2nd Fl Ceiling 16' - 10 3/4" 1"x10" FASCIA W/GUTTER
4"x6" HEADER 8’ − 0"
BATHROOM
SIMPSON H 1 CLIP
1’ − 0"
No.
Description
Date
5 1/2" INSULATION
3 S101
2’ − 5"
2"x10" FLOOR JOIST
2"x4" BASE PLATES 2"x10" RIM JOIST 2− 2"x6" TOP PLATES
2nd Floor 8' - 10 3/4" 1st Fl Ceiling 8' - 0"
8’ − 0"
2−2"x4" TOP PLATES
LIVING ROOM
DINING ROOM 1/2" PLYWOOD SHEATHING 1/2" SHEETROCK
CLOSET 7" INSULATION 2"x6"BASE PLATE 2"x10" RIM JOIST
First Floor 0' - 0"
2
Truss/Wall Detail 3" = 1'-0"
2x6" MUDSILL & 5/8" ANCHOR BOLT W/ 2" WASHER
Top of Foundation -1' - 0 1/4"
Top of Footing -3' - 6 1/4" 8"x24" CONC. FND. WALL W/(1) #4 BAR HORIZ. WITHIN TOP 12" OF WALL AND #4 BAR W/ STANDARD HOOK EXTENDED 14" ABOVE FTQ.
6"x10" GIRDER ON 4"X4" POST W/ GUSSET ON 55# FELT ON 24"X24"X8" CONC. PIERS
VAPOR BARRIER
201601 03/16/2016 Cecily Westall Checker
Project number Date
16" x 8" CONT. CONC. FTQ. W/(1) #4 BAR CONT.
Drawn by Checked by
S101 Scale
1
Section 3 3/8" = 1'-0"
As indicated
4/20/2016 2:47:57 PM
Clark Residence Section
Ground Level -1' - 8 1/4"
www.autodesk.com/revit 57’ − 6"
5’ − 2"
Consultant Address Address Phone Fax e-mail
REF. Consultant Address Address Phone Fax e-mail
WATER
SEWER
DN
DN
PROPOSED STRUCTURE
WATER
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
SEWER
Site Plan 1/16" = 1'-0"
Consultant Address Address Phone Fax e-mail
VICINITY MAP NOT TO SCALE
17
10
6 7 8 9
16
15 14
11
Tract A
Tract B
48
12
13
49
18
23
44
37
ce NE
Tract C
36 35
25
t
C1
L =1 2
7.3
79
CURVE TABLE C1 C2
LENGTH 22.92 22.52
RADIUS 20.50 20.50
78
85
86
56
64
63
57
62
90
89
Description
Tract D
40.00' 197.71'
61
60
59
88 67
71
76
69
68
73
THE VILLAGE ON UNION
74
75 88.24'
70
Clark Residence Site Plan
80.58'
Tract E 171.51'
LINE TABLE LINE
LENGTH L1
10.00
BEARING S01°02'01"W
201601 03/16/2016 Cecily Westall Checker
Project number Date
1
Site Plan Survey Map 1" = 80'-0"
Date
58
65
87
NE 5th Street
L1
31
25.27'
30
84
91
92
77
9'
5' .5
CURVE
92.82'
70.00'
29
55
35.01'
e tre
66
NE 5th
28
54
C2
34 S
27
No.
53
66
Shelton Ct NE
33
52
80
40.00'
70.00'
83
81
72 32
202.03'
Queen Ave. NE
38
45
26
Tract F
N.T.S.
24
39
43
51
82
Shelton Pla
22
40
42
Queen Place NE
21
Redmond Pla ce NE
41
20’
50
NE 5th Place
NE 5th Place
19
47
46
Drawn by Checked by
C100 Scale
As indicated
4/20/2016 2:35:41 PM
4 5
Union Ave NE
2 3
Shelton Pl
1
NE
NE 6th Street
north
2
28 27
30
2 X 4 BLOCKING BTWN. TRUSSES @ LEDGER
Top of Wall 26' - 6"
5/8" PLY. SHEATH.
(2) SIMPSON A−35 EA. BLK.
0' - 5 1/4" 0' - 3" 0' - 3"
Top of Beam 25' - 3"
2 X 4" SOLID BLOCKING BTWN. TRUSSES OVER BEAM. ATTACH TO GLU−LAM W/ SIMPSON CO. A −35 @ 32" O.C. @ EA. BLOCK ALTERNATE SIDES & PROVIDE (2) EA. BLK. NAIL W/ n8 ALL HOLES.
Top of Beam 25' - 3" 3/4" X 8" BOLTS @ 48" O.C. THRU 1/4" X 3" WASHERS STAGGERED 3" UP &DN. FROM 4 X LEDGER 12 LEDGER
40" TJ−60 @ 32" O.C.
40" TJL OPEN WEB JOIST
Truss/Wall 1/2" = 1'-0"
2
Truss/Beam Section 1/2" = 1'-0"
No.
Owner www.autodesk.com/revit
WAREHOUSE
Description
Date
TRUSS/WALL & TRUSS/BEAM Project number Date Drawn by Checked by
Project Number 6/9/16 CECILY WESTALL Checker
S-2 Scale 1/2" = 1'-0"
6/13/2016 1:29:05 PM
1
1' - 7"
6 3/4" X 43 1/2" GLULAM BEAM
3/4" DIA X 9" A−307 BOLT THRU @ 3" O.C. W/STD. WASHERS CENTERED IN SLOTTED HOLES
0' - 3"
0' - 2" 0' - 3"
1/2" X 19 1/2" X 3" STRAP PLATE W/ 13/16" X 1" X SHORT SLOTTED HORIZONTAL HOLES(EACH SIDE OF BEAM) W/ (4) 3/4" DIA W/ STD. WASHRS CENTERED EACH SIDE USE ATS 6" X6" X 5/16" COLUMN W/ 1/4" FILLET TO PLATE
1' - 7" 0' - 3"
0' - 0 7/8"
0' - 10"
0' - 2"
3/4 DIA X 9" A−307 BOLT THRU @ 3" O.C.
5/16" X 10" X 19" SIDE PLATE W/ 7/8" X 6 7/8" X 19 1/2" BEARING PLATE
1' - 7 1/2" 3/8" 3/8"
TS 6" X 6" X 5/16" COLUMN W/ 1/4" FILLET TO PLATE
BEAM/BEAM 1" = 1'-0" No.
Owner www.autodesk.com/revit
WAREHOUSE
Description
Date
BEAM/BEAM Project number Date Drawn by Checked by
Project Number 6/9/16 CECILY WESTALL Checker
S-3 Scale 1" = 1'-0"
6/13/2016 1:30:03 PM
1
REVIT RENDERING