Drafting and Design Portfolio by Olga Iatenco

Drafting and Design Portfolio

__________________________________ by Olga Iatenco __________________________ +1.206.778.9241 Olga.Iatenco@gmail.com

Architectural

__________________________________ Revit 2016

www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Back View 12" = 1'-0"

Consultant Address Address Phone Fax e-mail

Front Entrance View 12" = 1'-0"

Fredrikson Residence 524 Tacoma Pl NE Renton WA 98056 No.

Description

Date

Sheet List

A102

Sheet Name

Sheet Issue Date

A103

Floor Pl. (1) 02/04/16 and Schedules Floor Pl. (2) 02/04/16

S102

Found. Plan 02/04/16

S101

Section

02/04/16

A104

Elevations

02/04/16

A105

Elevations

02/04/16

C100

Site Plan

03/07/16

A101

Cover Sheet Interior Elevations

03/14/16

A109

03/18/16

Drawn By Olga Iatenco Olga Iatenco Olga Iatenco Olga Iatenco Olga Iatenco Olga Iatenco Olga Iatenco Olga Iatenco Author

Fredrikson Residence Cover Sheet Project Number 3.22.16 Olga Iatenco Checker

Project number Date Drawn by Checked by

A101

Front Entrance View 2 12" = 1'-0" Scale

12" = 1'-0"

6/16/2016 10:43:49 AM

Sheet Number

20’ − 0"

6’ − 0"

1 38

2’ − 8"

www.autodesk.com/revit

S101

2’ − 6"

6’ − 5"

3’ − 4"

12’ − 1"

Window Schedule

38 58 60

REF.

2' - 0" 3' - 0" 3' - 0"

4' - 0" 3' - 0" 5' - 0"

Type Double Hung with Trim Double Hung with Trim Casement 3x3 with Trim

Sill Height 3' - 0" 3' - 7" 2' - 0"

Head Height 7' - 0" 6' - 7" 7' - 0"

Consultant Address Address Phone Fax e-mail

Count 3 1 6

Consultant Address Address Phone Fax e-mail

9’ − 4"

5’ − 11"

3’ − 5 7/8"

1’ − 11 7/8"

Type Mark

Rough Opening Width Height

Consultant Address Address Phone Fax e-mail

25 58

5’ − 4"

KITCHEN ROOM 4’ − 2"

BATHROOM

Consultant Address Address Phone Fax e-mail

STORAGE 3’ − 2"

1’ − 11 7/8"

11’ − 5"

13’ − 6 1/32"

23’ − 6"

4’ − 7 7/8"

Door Schedule Door Number

DINING ROOM

13’ − 5"

LIVING ROOM

Door Type

1 2 3 6 7 9

57 58 58 33 35 60

10 20 21 23

35 35 35 60

24 25 26

35 38 37

2’ − 9"

3’ − 6"

2’ − 8 7/8"

3’ − 0"

2’ − 4 17/32"

2’ − 8 7/8"

ENTRY

7’ − 0"

4’ − 0"

Consultant Address Address Phone Fax e-mail

Door Size 36" x 80" 12" x 80" 12" x 80" 72" x 82" 34" x 84" Door-Interio r-Double-Sli ding-2_Pan el-Wood 34" x 84" 34" x 84" 34" x 84" Door-Interio r-Double-Sli ding-2_Pan el-Wood 34" x 84" 30" x 80" 30" x 84"

Count 1 1 1 1 1 1 No.

Description

Date

1 1 1 1

1 1 1

4’ − 0"

8’ − 6"

5’ − 0"

10’ − 0"

27’ − 0"

4’ − 0"

4’ − 6"

8’ − 6"

Fredrikson Residence Floor Pl. (1) and Schedules Project Number 3.22.16 Olga Iatenco Checker

Project number

First Floor 3/8" = 1'-0"

Date Drawn by Checked by

A102 Scale

3/8" = 1'-0"

6/16/2016 10:44:00 AM

4’ − 6"

27’ − 0"

7’ − 10"

4’ − 1"

13’ − 3"

3’ − 9"

4’ − 3"

5’ − 11"

6’ − 3"

2’ − 9"

5’ − 11"

www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail

S101

7’ − 9"

5’ − 9"

Consultant Address Address Phone Fax e-mail

5’ − 11"

5’ − 7"

2’ − 9"

Consultant Address Address Phone Fax e-mail

BATHROOM 3’ − 9"

1’ − 11"

2’ − 2"

Consultant Address Address Phone Fax e-mail

2’ − 1"

4’ − 3"

10’ − 3"

10’ − 1"

CLOSET

2’ − 5"

23’ − 6"

2’ − 1"

2’ − 8 1/2"

Consultant Address Address Phone Fax e-mail

6’ − 11 1/2"

9’ − 8"

MASTER BEDROOM

BEDROOM 2

13’ − 3"

15’ − 9"

2’ − 1"

26 7’ − 7"

6’ − 3"

4’ − 2"

Description

Date

4’ − 6"

CLOSET

3’ − 6 1/8"

4’ − 6"

3’ − 3 7/8"

No.

4’ − 6"

4’ − 0"

10’ − 0"

4’ − 0"

4’ − 6"

2nd Floor 3/8" = 1'-0"

Project Number 3.22.16 Olga Iatenco Checker

Project number Date Drawn by Checked by

A103 Scale

3/8" = 1'-0"

6/16/2016 10:54:36 AM

Fredrikson Residence Floor Pl. (2)

235 # COMPOSITION SHINGLES OVER 15 # FELT. INSTALL AS PER MANUF. SPECS.

www.autodesk.com/revit

12 9

Consultant Address Address Phone Fax e-mail

1" x 10" FASCIA BOARD

LINE OF FINISH CEILING

2nd Fl Ceiling 16' - 10 3/4"

Consultant Address Address Phone Fax e-mail

8’ − 0"

1" x 4" R.S. CORNER TRIM

Consultant Address Address Phone Fax e-mail

LINE OF FIN.FLOOR

2nd Floor 8' - 10 3/4"

L.P. HORIZ. SIDING OVER TYVEK AND 1/2" WAFERBOARD

Consultant Address Address Phone Fax e-mail

1’ 7" x 5’ 3" SHUTTER

Consultant Address Address Phone Fax e-mail

First Floor 0' - 0"

LINE OF FIN.FLOOR

Top of Foundation -1' - 0 1/4" Ground Level -1' - 8 1/4" Top of Footing -3' - 6 1/4" 1

South 1/4" = 1'-0"

No.

Description

Date

12 9

2nd Fl Ceiling 16' - 10 3/4" 1’ − 3 13/16"

2nd Floor 8' - 10 3/4" 1st Fl Ceiling 8' - 0"

First Floor 0' - 0" Top of Foundation -1' - 0 1/4" Ground Level -1' - 8 1/4"

Fredrikson Residence Elevations Project Number 3.22.16 Olga Iatenco Checker

Project number

Top of Footing -3' - 6 1/4" West 2 1/4" = 1'-0"

Date Drawn by Checked by

A104 Scale

1/4" = 1'-0"

6/16/2016 10:54:44 AM

8’ − 0"

1st Fl Ceiling 8' - 0"

www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail

2nd Fl Ceiling 16' - 10 3/4"

Consultant Address Address Phone Fax e-mail

2nd Floor 8' - 10 3/4" 1st Fl Ceiling 8' - 0"

Consultant Address Address Phone Fax e-mail

First Floor 0' - 0" Top of Foundation -1' - 0 1/4" Ground Level -1' - 8 1/4" Top of Footing -3' - 6 1/4"

North 1/4" = 1'-0" 12

No.

Description

Date

2nd Fl Ceiling 16' - 10 3/4"

2nd Floor 8' - 10 3/4" 1st Fl Ceiling 8' - 0"

First Floor 0' - 0" Top of Foundation -1' - 0 1/4" Ground Level -1' - 8 1/4" Top of Footing -3' - 6 1/4"

Fredrikson Residence Elevations Project Number 3.22.16 Olga Iatenco Checker

Project number Date Drawn by Checked by

East 2 1/4" = 1'-0"

A105 Scale

1/4" = 1'-0"

6/16/2016 10:54:51 AM

WATER

SEWER

15’ − 10"

7’ − 2"

www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail

SEWER D W

Consultant Address Address Phone Fax e-mail

REF.

PROPOSED STRUCTURE WATER

Consultant Address Address Phone Fax e-mail

SEWER

WATER

Consultant Address Address Phone Fax e-mail

VICINITY MAP NOT TO SCALE

Consultant Address Address Phone Fax e-mail

Site Plan 1" = 10'-0"

No.

Description

Date

Project number Date Drawn by Checked by

Project Number 3.22.16 Olga Iatenco Checker

C100

Site Plan Survey Map 1" = 80'-0" Scale

As indicated

6/16/2016 11:05:53 AM

Fredrikson Residence Site Plan

www.autodesk.com/revit

SCREENED RIDGE VENT

Consultant Address Address Phone Fax e-mail

PRE−ENGINEERED ROOF TRUSS @ 24" O.C.

14" BATTS R−38 MIN. PAPER FACE @HEATED SIDE

Consultant Address Address Phone Fax e-mail

1/2" PLYWOOD ROOF SHEATHING

SOLID BLOCK. OMIT EA. 3RD. FOR SCREENED VENTS.

9 ASFHALT SHINGLES OVER 15# ROOFING FELT

3 S101

Consultant Address Address Phone Fax e-mail

1" x 10" FASCIA W/GUTTER

Consultant Address Address Phone Fax e-mail

2nd Fl Ceiling 16' - 10 3/4" TRUSS CLIPS @ EA. TAIL TO PLATE.

BEDROOM 2 8’ − 0"

1x10 FASCIA W/GUTTER

SOLID BLOCK. OMIT EA. 3RD. FOR SCREENED VENTS.

CLOSET 3

2 S101

Consultant Address Address Phone Fax e-mail

Truss wall detail 1" = 1'-0"

EXTERIOR FINISH OVER TYVEK

2nd Floor 8' - 10 3/4" 1st Fl Ceiling 8' - 0"

DINING ROOM No.

Description

Date

8’ − 0"

HORIZ. SIDING OVER 1/2" WAFERBOARD & TYVEK

2−2"x4" TOP PLATES LAP 48" MIN.

9" BATTS, R−25 MIN.

First Floor 0' - 0" Top of Foundation -1' - 0 1/4"

4"x6"NAILER

5/8"x10" A.B.’S AT 4’−0" O.C.

1’ − 4" .006 BLACK VAPOR BARRIER

Section 1 3/8" = 1'-0"

4"x8" GIRDERS ON 6"x6" POST ON 55 # FELT & 24"x8" CONC. PIER

16"x8" cont. conc. fts. w/(1)#4 bar cont. @center

8"x24" Conc Fdn. wall w (1)#4 bar horiz. within top 12" of wall and #4 bar w/standard hook extended 14" above fts

Top of Footing -3' - 6 1/4" 2

Stairs detail 1" = 1'-0"

Fredrikson Residence Section Project Number 3.22.16 Olga Iatenco Checker

Project number Date Drawn by Checked by

S101 Scale

As indicated

6/16/2016 10:55:06 AM

0’ − 8"

Ground Level -1' - 8 1/4"

10’ − 0"

6’ − 9 1/4"

www.autodesk.com/revit

5’ − 6"

27’ − 0"

Consultant Address Address Phone Fax e-mail

8"x24" CONC FDN. WALL W(1)# 4 BAR HORIZ. WITHIN TOP 12" OF WALL AND #4 BAR W/STANDARD HOOK EXTENDED 14" ABOVE FTS

11’ − 11 1/4"

Consultant Address Address Phone Fax e-mail

2’ − 6"

15’ − 0 3/4"

PROVIDE 1/2" AIR SPACE @ENDS & SIDE W/ 55# FELT & 3" MIN.BEARING.

16"x8" CONT. CONC. FTS. W/(1)#4 BAR CONT. @CENTER

Consultant Address Address Phone Fax e-mail

6’ − 0"

12’ − 6"

18" MIN. CRAWL SPACE COVER W/ 6MIL BLACK VAPOR BARRIR THRU−OUT, LAP JOINTS 12" MIN. EXTEND UP STEM WALL & STAPLE TO MUD SILL.

0’ − 8"

Consultant Address Address Phone Fax e-mail

1’ − 4"

6’ − 0"

23’ − 6"

2’ − 0"

4"x8" GIRDER ON 6"x6" POST W/GUSSET ON 55# FELT ON 24" X8" CONC.PIERS.

2"x6" MUDSILL W/ 5/8" 10" A.B.@ 6’−0’ O.C. 7" MIN. INTO CONC. & 12" MAX.FROM ANY CORNER W/ 2" WASHERS.

Consultant Address Address Phone Fax e-mail

6’ − 0"

5’ − 4"

1’−8" X 5’−4" X 12" DEEP CHIMNEY FTG.

5 X 18"x6" SCREENED VENTS @ 3’ OF EACH CORNER

No.

Description

Date

6’ − 8"

2’ − 6"

3’ − 0"

3’ − 6"

5’ − 8"

30"x18" COVERED CRAWL ACCESS

8’ − 6"

8’ − 3 1/4"

6’ − 6 3/4"

3’ − 5 1/4"

10’ − 0"

8’ − 6"

8’ − 3 1/4"

26’ − 6 1/2"

Top of Foundation 3/8" = 1'-0"

Project Number 3.22.16 Olga Iatenco Checker

Project number Date Drawn by Checked by

S102 Scale

3/8" = 1'-0"

6/16/2016 10:55:10 AM

Fredrikson Residence Found. Plan

Sim

1 S2

Sim 2 S2

Sim

14 1 S3

Sim

Top of Wall 26' - 6"

2’ − 5"

1 S6

Top of Beam 25' - 3"

6 3/4"X 43 1/2" GLULAM BEAM

2 S4

Sim 1 S5

Sim

TS 6X6X5/16 COLUMN W/1/4" FILLET PLATE

19’ − 11"

21’ − 1"

6" TILT−UP CONCRETE WALL

1 S8

Sim

1 S7

Sim

4’ − 2"

Finished Floor 4' - 2"

Bottom Bottom of Column of Wall 0' - 0" Full Section 1/4" = 1'-0" No.

OLGA IATENCO www.autodesk.com/revit

FINAL

Description

Date

FULL SECTION Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

S1 Scale 1/4" = 1'-0"

6/16/2016 12:23:12 PM

2 S2

12 Top of Beam 25' - 3"

2" X 4" BLOCKS SIMPSON O.C. A−35 0’ − 3 7/8"

5/8" PLYWOOD SHEATH 6" TILT−UP CONCRETE WALL

40" DEEP TJL TRUSS JOIST. 32" O.C.

3/4" X 3" X 4" PLATE

N6 NAILS

0’ − 3 1/2"

3/4" (DIA.) X 8"

3/4" (DIA.) X 4 1/8" BOLTS AT EACH 3RD TRUSS

5/8" PLYWOOD SHEATH

0’ − 2"

1/4" X 3" WASHERS

MST 27 STRAP WELDED TO 3/4" X 3" X 4" PLATE WITH 1/8" FILLET

4" X 12" D.F.L. #2 TREATED LEDGER

6" TILT−UP CONCRETE WALL

N6 NAILS TO ALL HOLES

40" DEEP TJL TRUSS JOIST. 32" O.C.

Truss/Wall (A&C) 1" = 1'-0"

Truss/Wall (I, II) Callout 3" = 1'-0"

No.

OLGA IATENCO www.autodesk.com/revit

FINAL

Description

Date

TRUSS TO WALL Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

S2 Scale As indicated

6/16/2016 12:23:16 PM

2x4 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/ n6 ALL HOLES. SIMPSON CO A−25 @ 32" O.C. EACH BLOCK ALTERNATE SIDES & PROVIDE 2 EACH BLOCK NAIL W/ N6 ALL HOLES 40" DEEP TJL TRUSS JOIST. 32" O.C.

Top of Beam 25' - 3" N6 NAILS

6 3/4" X 43 1/2" GLULAM BEAM

Truss/Beam 1" = 1'-0"

No.

OLGA IATENCO www.autodesk.com/revit

FINAL

Description

Date

TRUSS TO BEAM Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

S3 Scale 1" = 1'-0"

6/16/2016 12:23:21 PM

1’ − 7"

6 3/4" X 43 1/2" GLULAM BEAM

0’ − 2"

3/4" DIA X 9" A−307 BOLT THRU @ 3" O.C. W/STD. WASHERS CENTERED IN SLOTTED HOLES

0’ − 3"

Top of Beam 25' - 3"

2’ − 4 1/2"

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" TS 6" X 6" X 5/16" COLUMN W/ 1/4" FILLET TO PLATE

3/8"

Beam/Beam/Column 1" = 1'-0" No.

OLGA IATENCO www.autodesk.com/revit

FINAL

Description

Date

BEAM/BEAM TO COLUMN Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

S4 Scale 1" = 1'-0"

6/16/2016 12:23:26 PM

0’ − 8" (1) 3/4" DIA X 4 1/8" TAPER BOLT 0’ − 1 7/16"

Top of Beam 25' - 3" 0’ − 1 1/2"

(1) 3/4" DIA X 9" A−307 BOLT W/ STD. WASHERS CENTERED IN SLOTTED HOLES

6 3/4 " X 43 1/2" GLU LAM BM

0’ − 2"

3/4" DIA X 8 1/2" BOLTS

0’ − 1 1/2"

0’ − 5"

1’ − 3 1/2"

0’ − 5"

9 1/2" X 9" X 5/16" X 1 ’ 3 1/2" EA SIDE OF BM

0’ − 2"

0’ − 6 3/4"

3’ − 7 1/2"

(6) 3/4" DIA X 4 1/8" TAPER BOLTS @ 5" O.C. EA SIDE OF ANGLE

0’ − 5"

8" X 4" X 1/2" X 3" EA SIDE OF BM W/ 13/16" X 1 7/8" LONG SLOTTED HOLE HORIZ IN 8" LEG

0’ − 9 1/2"

7/8" X 6 7/8" X 9 1/2"

.375

1 Beam to Wall 1" = 1'-0"

No.

OLGA IATENCO www.autodesk.com/revit

FINAL

Top Section of Beam to Wall 1" = 1'-0" Description

Date

BEAM TO WALL Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

S5 Scale 1" = 1'-0"

6/16/2016 12:23:31 PM

(2) 1/2 " X 3" STRAP PLATE EXTENDING 4 BOLTS ON EACH SIDE OF SPLICE

4 BOLTS ON EACH SIDE OF SPLICE. USE 3/4 " X 8" BOLTS @ 20 " O.C. W/ 2 ROWS @ 3" O.C. 1’ − 8"

1’ − 8"

0’ − 0 1/2"

0’ − 4"

0’ − 10" 4"X12" DFL #2 LEDGER

Ledger Splice/Non Bearing Walls 1" = 1'-0"

No.

OLGA IATENCO www.autodesk.com/revit

FINAL

Description

Date

LEDGER SPLICE & WALLS Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

S6 Scale 1" = 1'-0"

6/16/2016 12:23:35 PM

0’ − 2 1/2"

0’ − 1 1/2"

Finished Floor 4' - 2"

0’ − 5"

0’ − 1 1/2"

0’ − 9"

#3 (DIA.) HORIZONTAL REBAR 5/10" ALTERNATE TIE HOOKS 180 DEGREE

#5(DIA.) HORIZONTAL REBAR

0’ − 5"

0’ − 9"

4’ − 2"

0’ − 9"

8 #5 (DIA.) VERTICAL REBAR−VARIES/10

0’ − 3"

1’ − 2"

Bottom Bottom of Column of Wall 0' - 0"

0’ − 8 3/4"

0’ − 10 1/4"

0’ − 10"

No.

Description

0’ − 10"

0’ − 3"

7’ − 0"

Pedestal Foundations 1" = 1'-0"

OLGA IATENCO www.autodesk.com/revit

FINAL

Date

PEDESTAL FOUNDATION Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

S7 Scale 1" = 1'-0"

6/16/2016 12:23:37 PM

9 1/2" X 9 1/2" X 7/8" METAL PLATE

TS 6" X 6" X 5/16" COLUMN W/ 1/4" FILLET TO PLATE

’−

NON−SHRINK NON−METALLIC GROUT

14 ’− 0 6 2" 1/

1’ " −2

6 ’−

2" 1/

9 ’−

TS 6X6X5/16 COLUMN W/1/4" FILLET TO PLATE

3/8 (4) 3/4"X10" AB.BOLTS IN 6 1/2 GRID W/2 1/2" BOLT PROJECTION

0’ − 0 7/8"

NON−SHRINK NON−METALLIC GROUT 1/4" THICK

Finished Floor 4' - 2"

3 Top Section of Pedestal/Column 1" = 1'-0"

Pedestral/Column 1" = 1'-0"

No.

OLGA IATENCO www.autodesk.com/revit

FINAL

Description

Date

PEDESTAL COLUMN Project number Date Drawn by Checked by

Project Number Issue Date Author Checker

S8 Scale 1" = 1'-0"

6/16/2016 12:23:41 PM

Mechanical

__________________________________ AutoCAD 2016

Mechanical

__________________________________ Inventor 2016

2 ITEM 1 2 3 4 5 6 7 8 9 10 11 12

12 2 D

1 QTY 1 2 1 1 1 1 1 2 2 2 2 4

PARTS LIST PART NUMBER BASE JAW PLATE SLIDING JAW VISE SCREW COLLAR SPECIAL KEY HANDLE ROD HANDLE BALL SLIDE KEY SET SCREW ANSI B18.8.2 - No. 3/0 x 1/4 ANSI B18.6.3 - 1/4-20 x 5/8

DESCRIPTION CI SAE*3140 CI SAE*3140 SAE*1020 SAE*1020 CRS SAE*1020 SAE*1020 SAE*1016 Pin - Taper Slotted Flat Countersunk Head Machine Screw

2 8 11 12

UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES

11 A

BREAK ALL SHARP EDGES TOLERANCES ON: 8

DRAWN

Olga Iatenco

6/21/2016

RENTON TECHNICAL COLLEGE

CHECKED TITLE

MACHINE VISE ASSEMBLY

MFG APPROVED

ANGLES:

DECIMALS:

.XX= .02

.XXX= .010

SCALE

SIZE

REV

DWG NO

Machine Vise Assembly 1:1

SHEET

1 OF 1

R1 1/8 5.00

1 1/8

4.00

2 3/4

R1/4 5/16 DRILL 4 HOLES

1/4 -20UNC-2B, 5/8 DEEP 2HOLES R11/16

5.00

1 1/4

1 1/2

5/8 -8ACME

5/8

R1 3/8 B

B R1/4

1 3/16

1 3/4 1.00

.502 .498

2 3/16

1/8

2 1/4

R1/4

SECTION A-A SCALE 1 : 1

1 11/16

1 9/16

1 1/16

5/16

.502 .500

.627 .625

7 1/4 1.004 1.000

ITEM 1

1.254 1.250 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES A

BREAK ALL SHARP EDGES TOLERANCES ON:

QTY 1

PARTS LIST PART NUMBER

DESCRIPTION

BASE

DRAWN

Olga Iatenco

6/21/2016

RENTON TECHNICAL COLLEGE

CHECKED TITLE

BASE

MFG APPROVED

ANGLES:

DECIMALS:

.XX= .02

.XXX= .010

SCALE

SIZE

REV

DWG NO

DFT294-RTC-PT1 1:1

SHEET

1 OF 1

.750BORE X 1 13/16 DEEP, FLAT BOTTOM .748 13/16 - 20UNCEF-3B, LH 7/16 DEEP

R11/16 1 9/16 R1/4

1/8

5/8

1 1/2

R3/8 R1/4 1 3/16 1 7/8 3/4

1.00

.507 .504

R1/8

2 3/16

1 1/2

SECTION A-A SCALE 1 : 1

1 3/8 .188 .187

.219 .217

3/8 5/8 .998 .996

7/8 A

1 3/16

ITEM 1

7/8 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES BREAK ALL SHARP EDGES TOLERANCES ON:

QTY 1

PARTS LIST PART NUMBER SLIDING JAW

DESCRIPTION

DRAWN

Olga Iatenco

6/21/2016

RENTON TECHNICAL COLLEGE

CHECKED

TITLE

SLIDING JAW

MFG APPROVED

ANGLES:

DECIMALS:

.XX= .02

.XXX= .010

SCALE

SIZE

REV

DWG NO

DFT294-RTC-PT2 1:1

SHEET

1 OF 1

2 3/4

1 3/4

1.00

5/8

3/16

1 1/2 2 X DRILL AND CSK FOR 1/4 FL HD MACH SCR

ITEM 1 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES

BREAK ALL SHARP EDGES TOLERANCES ON:

QTY 1

PARTS LIST PART NUMBER JAW PLATE

DESCRIPTION

DRAWN

Olga Iatenco

6/22/2016

RENTON TECHNICAL COLLEGE

CHECKED

TITLE

JAW PLATE

MFG APPROVED

ANGLES:

DECIMALS:

.XX= .02

.XXX= .010

SCALE

SIZE

REV

DWG NO

DFT294-RTC-PT3 2:1

SHEET

1 OF 1

5/8 - 8 ACME

A 1/4 13/32

3/8 3/4

1/8

3 15/16

1/2 11/32 DRILL 13/16 6 1/4

R1/16 5/8 - 8 ACME

ITEM 1 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES

1/2

SECTION A-A SCALE 1 : 1

1/4

BREAK ALL SHARP EDGES TOLERANCES ON:

QTY 1

PARTS LIST PART NUMBER VISE SCREW

DESCRIPTION

DRAWN

Olga Iatenco

6/21/2016

RENTON TECHNICAL COLLEGE

CHECKED

TITLE

VISE SCREW

MFG APPROVED

ANGLES:

DECIMALS:

.XX= .02

.XXX= .010

SCALE

SIZE

REV

DWG NO

DFT294-RTC-PT4 1:1

SHEET

1 OF 1

13/16 - 20UNCEF-3A, LH B

3/8

23/32

33/64 DRILL

3/32 X 1/8 DP SLOT 13/16

ITEM 1 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES

BREAK ALL SHARP EDGES TOLERANCES ON:

QTY 1

PARTS LIST PART NUMBER COLLAR

DESCRIPTION

DRAWN

Olga Iatenco

6/22/2016

RENTON TECHNICAL COLLEGE

CHECKED

TITLE

COLLAR

MFG APPROVED

ANGLES:

DECIMALS:

.XX= .02

.XXX= .010

SCALE

SIZE

REV

DWG NO

DFT294-RTC-PT5 3:1

SHEET

1 OF 1

25/64 DRILL AND MILL

.125 .122 23/32

ITEM 1 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES

BREAK ALL SHARP EDGES TOLERANCES ON:

QTY 1

PARTS LIST PART NUMBER SPECIAL KEY

DESCRIPTION

DRAWN

Olga Iatenco

6/22/2016

RENTON TECHNICAL COLLEGE

CHECKED

TITLE

SPECIAL KEY

MFG APPROVED

ANGLES:

DECIMALS:

.XX= .02

.XXX= .010

SCALE

SIZE

REV

DWG NO

DFT294-RTC-PT6 4:1

SHEET

1 OF 1

5 1/8

.312 .311

#37 DRILL AND REAM WITH PART #8 IN PLACE ITEM 1 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES

BREAK ALL SHARP EDGES TOLERANCES ON:

QTY 1

PARTS LIST PART NUMBER HANDLE ROD

DESCRIPTION

DRAWN

Olga Iatenco

6/21/2016

RENTON TECHNICAL COLLEGE

CHECKED

TITLE

HANDLE ROD

MFG APPROVED

ANGLES:

DECIMALS:

.XX= .02

.XXX= .010

SCALE

SIZE

REV

DWG NO

DFT294-RTC-PT7 2:1

SHEET

1 OF 1

3/4 B

"M"(.295)DRILL, 1/2 DEEP, .313-.312 REAM

#37 DRILL AND REAM FOR #000 TAPER PIN CLEAN THROUGH PEEN SMALL END OVER ITEM 1 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES

BREAK ALL SHARP EDGES TOLERANCES ON:

QTY 1

PARTS LIST PART NUMBER HANDLE BALL

DESCRIPTION

DRAWN

Olga Iatenco

6/21/2016

RENTON TECHNICAL COLLEGE

CHECKED

TITLE

HANDLE BALL

MFG APPROVED

ANGLES:

DECIMALS:

.XX= .02

.XXX= .010

SCALE

SIZE

REV

DWG NO

Collar & Handle Ball 4:1

SHEET

1 OF 1

2 5/16

.341 .340

1/8

1 3/32

.186 .185

5/32

ITEM 1 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES

BREAK ALL SHARP EDGES TOLERANCES ON:

QTY 1

PARTS LIST PART NUMBER SLIDE KEY

DESCRIPTION

DRAWN

Olga Iatenco

6/21/2016

RENTON TECHNICAL COLLEGE

CHECKED

TITLE

SLIDE KEY

MFG APPROVED

ANGLES:

DECIMALS:

.XX= .02

.XXX= .010

SCALE

SIZE

REV

DWG NO

DFT294-RTC-PT9 3:1

SHEET

1 OF 1

#12(.216)-24UNC-2A

.38

.142 .140

1/32 X 3/64 DP SLOT

.75

ITEM 1 UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES

BREAK ALL SHARP EDGES TOLERANCES ON:

QTY 1

PARTS LIST PART NUMBER SET SCREW

DESCRIPTION

DRAWN

Olga Iatenco

6/22/2016

RENTON TECHNICAL COLLEGE

CHECKED

TITLE

SET SCREW

MFG APPROVED

ANGLES:

DECIMALS:

.XX= .02

.XXX= .010

SCALE

SIZE

REV

DWG NO

DFT294-RTC-PT10 4:1

SHEET

1 OF 1

Interior Design

__________________________________ AutoCAD 2009, 3D max 2011