Issuu on Google+

1 1

1 A8.0

A2.1

TYP

S3.3 BED. SEE DETAIL CONC FOUNDATION BELOW. SEE STRUCT. 17/ 32" VE RIF Y

TREX CRIBBING WALL. SEE 3/A6.0. HSS2X2X1/8 COLUMN, TYP

3/8 " VE RIF Y

7' 6

CONC BEAM, TYP. SEE STRUCT.

RETAINING WALL. SEE CIVIL.

1

TYP

TYP

TYP

1 A7.3

Sim

3 A6.1

CONC SLAB. SEE ARCH FOR FINISH.

1

A4.0

HSS2X2X1/8 COLUMN SYSTEM. SEE 1/A4.0 & 1/A4.1. 3' - 6 1/4"

S2.0

COUNTERTOP. SEE DETAIL. MOVABLE METAL FRAME WALL. SEE SH A7.1-A7.3.

11' - 9 5/8"

METAL PANEL WALL, TYP. SEE SH A6.1. POLYGAL WALL W/ 20 GA. STEEL PANELS. SEE DETAIL.

CONC PAVERS. SEE CIVIL. FIREPIT. SEE CIVIL.

3' - 6 1/4"

VERIFY

12' - 5 3/4"

3' - 6 1/4"

3' 9

CONC COLUMN, TYP. SEE STRUCT.

VERIFY Sim 1

1 S3.2

TYP

1

TYP

S3.3

A4.1

LEVEL 1- FLOOR PLAN 1/4" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

FLOOR PLAN Project number Date Drawn by Checked by

001 April 6, 2011 CJP KAO

A1.0 Scale 1/4" = 1'-0"

4/27/2011 12:02:51 PM

1


METAL PANEL ROOFING SYSTEM. SEE SH A6.3.

CONC BEAM AND COLUMN, TYP.

CONC BEAM AND COLUMN, TYP. 6" TREX CRIBBING. SEE SH A6.0.

METAL PANEL ROOFING SYSTEM. SEE SH A6.3. 6" TREX CRIBBING. SEE SH A6.0.

METAL PANEL SLIDING WALL. SEE SH A7.1.

1 1/2" PLEXIGLASS INSERTS BETWEEN CRIBBING

1 1/2" PLEXIGLASS INSERTS BETWEEN CRIBBING FIREPIT. SEE CIVIL.

MAIN FLOOR 0' - 0"

North 1/8" = 1'-0"

3

East 1/8" = 1'-0"

METAL PANEL ROOFING SYSTEM. SEE SH A6.3.

METAL PANEL ROOFING SYSTEM. SEE SH A6.3. CONC BEAM AND COLUMN

6" TREX CRIBBING. SEE SH A6.0.

POLYGAL WALL W/ METAL PANELS. SEE SH A4.1.

1 1/2" PLEXIGLASS INSERTS BETWEEN CRIBBING

MOVABLE METAL PANELS. SEE SH A6.1.

6" TREX CRIBBING. SEE SH A6.0.

CONC BEAM AND COLUMN, TYP.

1 1/2" PLEXIGLASS INSERTS BETWEEN CRIBBING

METAL PANEL SLIDING WALL. SEE SH A7.1.

METAL PANEL WALL.

MAIN FLOOR 0' - 0"

2

South 1/8" = 1'-0"

MAIN FLOOR 0' - 0"

4

West 1/8" = 1'-0"

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

CABIN ELEVATIONS Project number Date Drawn by Checked by

001 April 6, 2011 LTH KAO

A2.0 Scale 1/8" = 1'-0"

4/27/2011 12:02:52 PM

1

MAIN FLOOR 0' - 0"


METAL ROOFING PANELS. SEE SH A6.3. 42 MIL ICE & WATER GUARD. SEE MFR SPECIFICATIONS. 1/2" RIBBED PLYWOOD SHEATHING, TYP

METAL ROOFING PANELS. SEE SH A6.3. 3 A6.3

42 MIL ICE & WATER GUARD. SEE MFR SPECIFICATIONS.

2X12 WD ROOF JOIST. 3/4" ROUTED EDGE, INSIDE.

1/2" RIBBED PLYWOOD SHEATHING, TYP 2X12 WD ROOF JOISTS.

CONC BEAM. SEE STRUCT FOR REINF DETAIL.

TREX CRIBBING. SEE SH A6.0.

1/2" POLYGAL WALL W/ 22 GA GALVANIZED METAL PANELS. SEE SH A7.1.

1 1/2" PLEXIGLASS INSERTS BETWEEN CRIBBING. SEE SH A6.0.

CONC COLUMN BEYOND. SEE STRUCT.

HSS2X2X1/8 COLUMN. SEE 1/A4.0 & 1/A4.1.

MOVABLE WINDOW PANELS 2X WD HANDLE. 3/4" ROUTED EDGE, INSIDE. 1/2" RIBBED PLYWOOD SHEATHING. SEE SH A6.1. 2X6 WD RIB. 3/4"ROUTED EDGE, EACH SIDE, TYP. CONC SLAB AND FOUNDATION. SEE STRUCT. FINISHED GRADE. SEE CIVIL. CONC PAVERS. SEE CIVIL.

MAIN FLOOR 0' - 0"

LONGITUDINAL SECTION 1/4" = 1'-0"

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

CABIN SECTION Project number Date Drawn by Checked by

001 April 6, 2011 LTH KAO

A2.1 Scale 1/4" = 1'-0"

4/27/2011 12:02:53 PM

1


0' - 0 1/8" CONC BEAM BEYOND

1/8" PERFORATED METAL PANEL

NOTE: FIELD VERIFY DIMENSION BETWEEN CONCRETE BEAMS TO MATCH PERFORATED PANEL SIZE. SCREWS EXPOSED TO THE ELEMENTS TO BE GALVANIZED. SEE SLIDING WALL DETAIL FOR THE PROPER INSTALLATION OF THE POLYGAL PANELS. METAL PANELS EXPOSED TO THE ELEMENTS TO BE GALVANIZED.

1/2" POLYGAL COLUMN SET BEYOND

0' - 2"

0' - 4 1/2"

0' - 2" 0' - 1"

0' - 9"

3' - 6 3/8"

0' - 1"

FIELD VERIFY

1/8" PERFORATED METAL PANEL W/ ROLLED EDGES, ALL SIDES 0' - 0 1/8"

0' - 9"

PLAN 1/8" PERFORATED METAL PANEL. ROLLED EDGES, TOP & BOT

0' - 1"

1/4" GALVANIZED SCREW, TYP

0' - 0 1/8"

0' - 2"

1/2" POLYGAL

20 GA METAL PANEL. SEE DETAIL.

0' - 0 1/4"

0' - 0 1/8"

0' - 8 3/4"

1/8" GALVANIZED SCREW, TYP

ELEVATION

GRATE DETAIL 1 1/2" = 1'-0"

2

ISO. SECTION OF GRATE 3" = 1'-0"

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

GRATE DETAIL Project number Date Drawn by Checked by

001 April 6, 2011 NMN KAO

A3.0 Scale As indicated

4/27/2011 12:02:53 PM

1


PERFORATED METAL PANEL. SEE DETAIL 1/A3.0. METAL ROOFING PANELS. SEE SH A6.3. CONC BEAM. SEE STRUCT. ANCHOR BOLT, TYP

3 1/2" ROLLER WHEELS. SEE SHEET A7.0 FOR DETAILS.

0' - 2"

1' - 7 3/4"

0' - 0 7/16"

2" x 7/16"

HSS2X2X1/8 COLUMN SET

2' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

0' - 2 7/8"

1' - 10 1/8"

2' - 2"

1' - 10"

2' - 0"

2' - 0"

2' - 0"

1' - 7 7/8" 0' - 7"

7' - 6 1/4"

2' - 0"

CONC SLAB. SEE STRUCT. 4' - 0"

ANCHOR BOLT, TYP

FRONT COLUMN ELEVATION 1/2" = 1'-0"

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

EAST COLUMN ELEVATION Project number Date Drawn by Checked by

001 April 6, 2011 RSF KAO

A4.0 Scale 1/2" = 1'-0"

4/27/2011 12:02:54 PM

1

4' - 0"


NOTE: 22 GA GALVANIZED METAL PANELS USED. SEE DETAIL BELOW FOR DIMENSIONS AND SPACING. EXPOSED SCREWS TO BE GALVANIZED. METAL PANELS TO BE FASTENED TO 1/2" POLYGAL WALL BEYOND. SEE 1/A7.3.DASHED LINES REPRESENT BENDS AND/OR HEMS IN EACH PANEL.

METAL ROOFING PANELS. SEE SH A6.3.

9

1/4" STEEL TOP PLATE. ANCHORED TO CONC BEAM.

0' - 7"

SLIDING WALL. SEE SH A7.1-A7.3. 0' - 4 1/2"

7

8

1' - 10 7/16"

4' - 2 3/16"

0' - 5"

2' - 6 1/16"

0' - 7"

6

WHEEL MECHANISM. SEE SH A7.0. 8

3' - 9 9/16"

0' - 7"

0' - 7"

HSS2X2X1/8 COLUMN SET. SEE STRUCT.

9

10

2' - 6 1/16"

1/4" STEEL PLATE. SHOP WELD TO COLUMN & TOP PLATE. 10

0' - 7"

0' - 5"

3 A6.3

4

5

4' - 4 15/16"

7

4' - 2 7/16"

0' - 7"

5

0' - 11"

6

2 6' - 5 1/4"

4 3

3' - 9 9/16"

0' - 9"

1/4" STEEL BASE PLATE. ANCHORED TO CONC SLAB. 1/4" STEEL PLATE. SHOP WELD TO COLUMN & BASE PLATE.

2

3

1 5' - 9 7/8"

1

MAIN FLOOR 0' - 0"

SOUTH WALL ELEVATION 1/2" = 1'-0"

2 No.

City of South Sioux City Design/Build Cabin '11

METAL PANEL LAYOUT- SOUTH WALL 1/2" = 1'-0"

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

SOUTH WALL ELEVATION Project number Date Drawn by Checked by

001 April 6, 2011 RSF KAO

A4.1 Scale 1/2" = 1'-0"

4/27/2011 12:02:54 PM

1


GALVANIZED SCREWS, TYP 22 GA GALVANIZED METAL PANEL. SEE DETAIL. 1/2" RIBBED PLYWOOD SHEATHING 42 MIL ICE & WATER GUARD CONC BEAM. SEE STRUCT. MOVABLE METAL PANEL. SEE 2/A6.1. 2X12 WD FRAMING MEMBER BEYOND. CONC COLUMN BEYOND. SEE STRUCT.

2 A6.1

TYP

2x WD HANDLE. 3/4" ROUTED EDGE, INSIDE.

NOTE: FIELD VERIFY ROUGH OPENING OR WINDOW FRAME AND ALL REQUIRED DIMENSIONS. ALL WOOD TO HAVE MIN 2 COATS OF POLYURETHANE. ALL EXPOSED STEEL SCREWS TO BE GALVANIZED. SEE MFR SPECIFICATIONS FOR APPLICATION OF ICE & WATER GUARD.

2X6 WD RIB. 3/4" ROUTED EDGE, EACH SIDE, TOP & BOT, TYP 2X12 WD FRAMING MEMBER BEYOND 2X6 WD RIB. 3/4" ROUTED EDGE, EACH SIDE, TYP 22 GA GALVANIZED METAL CAP GALVANIZED SCREW, TYP 42 MIL ICE & WATER GUARD. SEE MFR SPECIFICATIONS.

2X6 WD RIB. 3/4" ROUTED EDGE EACH SIDE, TYP 1/2" RIBBED PLYWOOD SHEATHING.

1/2" RIBBED PLYWOOD SHEATHING

42 MIL ICE/WATER GUARD. SEE MFR SPECIFICATIONS. 22 GA GALVANIZED METAL PANEL. GALVANIZED SCREWS USED TO FASTEN PANEL TO PLYWOOD SHEATHING.

2

TYPICAL METAL FIN DETAIL 3" = 1'-0"

22 GA GALVANIZED METAL PANEL 42 MIL ICE & WATER GUARD. SEE MFR SPECIFICATIONS.

3' - 8"

1/2" RIBBED PLYWOOD SHEATHING

2X12 WD FRAMING MEMBER 2X WD HANDLE. 3/4" ROUTED EDGE, EACH SIDE, TOP & BOT, TYP

0' - 1 7/8" 0' - 1 1/2"

1' - 1 7/8"

TAPCON ANCHOR

O.C.

0' - 11"

CARRIAGE BOLT, TYP

0' - 1 7/8" 0' - 1 1/2"

2' - 10"

CONC COLUMN. SEE STRUCT. 3' - 4 7/8" VERIFY

FINISHED FLOOR

MOVABLE WALL SECTION 1" = 1'-0"

3

TYPICAL METAL FIN SECTION 1 1/2" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

METAL PANEL DETAILS Project number Date Drawn by Checked by

001 April 6, 2011 ADVG KAO

A6.1 Scale As indicated

4/27/2011 12:02:55 PM

1


END PANEL

MOVEABLE PANEL 3' - 11"

90 DEGREE 1/4" BEND, 90 DEGREE 1/2" HEM

90 DEGREE BEND

90 DEGREE 7/8" BEND, 90 DEGREE 3/4" HEM

3' - 10 1/2"

90 DEGREE 1 1/2" BEND, 90 DEGREE 1" HEM 90 DEGREE 1 1/2" BEND, 90 DEGREE 1" HEM

END PANEL 90 DEGREE 1/4" BEND, 90 DEGREE 1/2" HEM

TOP END PANEL 90 DEGREE 1/4" BEND, 90 DEGREE 1/2" HEM 90 DEGREE 1 1/2" BEND, 90 DEGREE 1" HEM

COLUMN CAP

NOTE: ALL METAL PANELS TO BE CUT FROM 22 GA GALVANIZED METAL SHEETS. DASHED LINES REPRESENT BENDS AND HEMS WITHIN EACH PANEL. VERIFY ALL DIMENSIONS BEFORE FABRICATION. FABRICATION TO BE DONE AT JIM HOWE'S METAL FAB SHOP. 0' - 0 7/8"

0' - 4"

0' - 1"

0' - 0 7/8"

METAL WALL PANELS 1" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

WALL PANEL SHOP DRAWINGS Project number Date Drawn by Checked by

001 April 6, 2011 KJS KAO

A6.2 Scale 1" = 1'-0"

4/27/2011 12:02:56 PM

1

90 DEGREE 1 1/2" BEND, 90 DEGREE 1" HEM

0' - 3 1/2"


22 GA GALVANIZED METAL ROOFING PANEL

9' -

21

42 MIL ICE & WATER GUARD. SEE MFR SPECIFICATION.

NOTE: FIELD VERIFY SPACING BETWEEN CONC BEAMS FOR ROOF JOISTS & METAL PANEL SIZING. METAL ROOFING PANELS TO BE 22 GA GALVANIZED. EXPOSED ROOFING SCREWS TO BE GALVANIZED AS WELL. ROOFING PANELS AND MEMBRANES MUST BE INSTALLED IN APPROPRIATE WEATHER CONDITIONS. SEE DETAILS BELOW FOR APPROPRIATE INSTALLATION OF ROOF SYSTEMS.

/16 "

VE RIF Y

1/2" RIBBED PLYWOOD SHEATHING 1 1/2" BEND OVER TREX CRIBBING 2X10 WD ROOF JOIST TREX CRIBBING WALL. SEE SH A6.0. 1 1/2" PLEXIGLASS INSERT HSS2X2X1/8 COLUMN. SEE STRUCT.

2 A6.3

22 GA GALVANIZED METAL SHEET PANELS W/ 1 1/2" BEND EDGE OVER CRIBBING 1' - 5 3/8" VERIFY

TREX CRIBBING WALL. SEE SH A6.0. CONC BEAM. SEE STRUCT.

CONC COLUMN. SEE STRUCT.

2

22 GA GALVANIZED METAL PANELS 3' - 10"

METAL WALL PANELS BELOW. SEE SH A6.1.

CRIBBING ROOF SECTION 1" = 1'-0"

GALVANIZED SCREWS, TYP

3' - 10"

0' - 11" TYP

0' - 2"

22 GA GALVANIZED METAL ROOFING PANELS 42 MIL ICE & WATER GUARD. SEE MFR SPECIFICATIONS. 1/2" RIBBED PLYWOOD SHEATHING 2X6 WD RIB. 3/4" ROUTED EDGE, EACH SIDE, TYP. 2X12 WD ROOF JOIST. 3/4" ROUTED EDGE, INSIDE. TAPCON ANCHORS, TYP

3' - 10"

CONC BEAM. SEE STRUCT. 1/2" POLYGAL WALL HSS2X2X1/8 COLUMN. SEE STRUCT.

A6.3

1

ROOF PLAN 1/4" = 1'-0"

3

MAIN ROOF SECTION 1" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

ROOF SECTION & DETAILS, TYP Project number Date Drawn by Checked by

001 April 6, 2011 ADVG KAO

A6.3 Scale As indicated

4/27/2011 12:02:56 PM

3

0' - 3 7/8"

CONC COLUMN BEYOND. SEE STRUCT.


0' - 4 1/4"

0' - 2"

0' - 4 1/4"

0' - 2"

1 3/4" BOLT, TYP

METAL FLASHING 1X1/8" STEEL ANGLE 2X4X1/8" CUT TUBING

1/2" x 1 3/4" SET SCREW STEEL SPACER

0' - 1 1/8"

RUBBER WHEEL

1/2" POLYGAL 4X1/8" STEEL ANGLE

CUSTOM AXLE TO ATTACH TO BOLT

0' - 0 3/16"

0' - 0 1/2"

0' - 0 5/8"

0' - 1"

3/8" BOLT

0' - 1 1/4" CUSTOM STEEL AXLE 2X2" STEEL TUBE DOOR FRAME 1/2" POLYGAL 0' - 1 3/16"

0' - 1 1/4" A.1 SPACER SIDE PROFILE

1

WHEEL ASSEMBLY DETAILS 6" = 1'-0"

0' - 2"

THREADED TO HOLD 1/2" BOLT

0' - 0 1/2"

0' - 1 1/2"

0' - 0 1/2"

0' - 1 1/2" A.2 SPACER FRONT PROFILE

2

WHEEL/DOOR ASSEMBLY 6" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

WHEEL ASSEMBLY DETAILS Project number Date Drawn by Checked by

001 April 6, 2011 RSF KAO

A7.0 Scale 6" = 1'-0"

4/27/2011 12:02:56 PM

A.3 1 3/4" BOLT 5/8" THREADED AND BOLT HEAD CUT DOWN TO 3/16"

0' - 2"


3' - 6 1/4"

0' - 6"

0' - 7"

2' - 2 5/8"

8

9 6' - 1 1/8"

0' - 7"

0' - 9"

0' - 9"

3 4' - 1 1/4"

1

METAL PANEL LAYOUT- SLIDING DOOR 1/2" = 1'-0"

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

SLIDING DOOR ELEVATION Project number Date Drawn by Checked by

001 April 6, 2011 RSF KAO

A7.1 Scale 1/2" = 1'-0"

4/27/2011 12:02:57 PM

No.

Design/Build Cabin '11

0' - 7"

0' - 11" 0' - 9"

0' - 6 1/2"

1' - 1 1/4"

2

8' - 0 3/4"

2

City of South Sioux City

5 4' - 3"

4' - 3"

1

SLIDING DOOR ELEVATION 1/2" = 1'-0"

4' - 2 1/2"

4

0' - 7"

0' - 8"

3

7

6' - 2 5/8"

0' - 8 1/4"

4

7' - 5"

1' - 0"

5

0' - 4" 0' - 10"

6

1' - 2 3/4"

0' - 6 1/4" 1' - 4 1/4"

7

6 4' - 1 1/4"

9' - 11 1/4"

9

0' - 4 1/4"

11

0' - 6" 0' - 10"

1' - 10 1/4" 1' - 10 1/4"

12

12 10

2

1' - 9 1/4"

4' - 1"

2' - 1 1/8"

1' - 11 1/8"

8

1

0' - 7"

13

11

2' - 4 7/8"

0' - 5 1/4" 2' - 6 1/4"

1' - 2 3/4"

14

0' - 6" 1' - 0"

0' - 4 1/4" 0' - 6" 0' - 4"

15

10

15

2' - 1 1/8"

3' - 11 1/4"

0' - 5 3/4"

0' - 7"

0' - 5 3/4"

14

0' - 5"

3' - 6 1/4"

0' - 7"

0' - 5 3/4"

0' - 10"

3' - 6 1/4"

0' - 6" 0' - 4" 0' - 10"

1' - 8 1/4"

2' - 0"

0' - 9 1/4"

0' - 5 3/4"

13

0' - 7"

12' - 5 3/4"

0' - 5"

0' - 5"

NOTE: 22 GA GALVANIZED METAL PANELS USED. SEE DETAIL BELOW FOR DIMENSIONS AND SPACING. EXPOSED SCREWS TO BE GALVANIZED. METAL PANELS TO BE FASTENED TO 1/2" POLYGAL WALL BEYOND. SEE 1/A7.3.DASHED LINES REPRESENT BENDS AND/OR HEMS IN EACH PANEL.


1/2" POLYGAL SLIDING WALL W/ 22GA GALVANIZED METAL PANELS. SEE SH A7.1. 4X1/8" STEEL ANGLE, TYP. SEE 2/A7.0. STEEL BASE PLATE. SHOP WELD TO COLUMN & ANCHOR TO CONC SLAB.

1/2" POLYGAL WALL W/ 22GA GALVANIZED METAL PANELS. SEE SH A1.1.

ANCHOR BOLT, TYP HSS2X2X1/8 COLUMN SET. SEE STRUCT.

7' - 11 3/4"

3' - 6" 12' - 5 3/4"

Closed Door

VERIFY

0' - 2"0' - 2" 0' - 1 3/4"

3' - 6"

3' - 6 1/4" 1' - 8 1/8"

0' - 2"

1' - 8 1/8"

0' - 5 3/4"

3' - 6 1/4"

0' - 5 3/4"

3' - 6 1/4"

0' - 5 3/4"

4' - 5 3/4" 7' - 11 3/4"

Open Door SLIDING DOOR PLAN 1" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

SLIDING DOOR PLAN Project number Date Drawn by Checked by

001 April 6, 2011 RSF KAO

A7.2 Scale 1" = 1'-0"

4/27/2011 12:02:57 PM

1


1' - 7 3/4"

1/2" ANCHOR BOLT, TYP 1/4" STEEL TOP PLATE. ANCHORED TO CONC BEAM. 1/4" STEEL PLATE. SHOP WELD TO COLUMN & TOP PLATE.

0' - 1 9/16"

CONC BEAM. SEE STRUCT.

NOTE: EXPOSED STEEL COLUMNS TO BE PRIMERED BENEATH BLACK SATIN BRUSH FINISH. ALL EXPOSED SCREWS TO BE GALVANIZED. FIELD VERIFY DIMENSIONS BETWEEN COLUMNS. SEE MFR SPECIFICATIONS FOR APPLICATION OF POLYGAL PANELS.

GALVANIZED SCREW, TYP METAL FLASHING, TYP STEEL AXLE RUBBER WHEEL STEEL DOOR FRAME

TYP

STEEL DOOR FRAME

7' - 6 1/4"

1/2" POLYGAL. FASTENED TO COLUMNS BY GALVANIZED SCREWS @ 2'-0" O.C.

6' - 11 1/8"

9' - 2"

2 A7.3

HSS2X2X1/8 COLUMN 1/2" POLYGAL PANEL. FASTENED WITH GALVANIZED SCREWS @ 2'-0" O.C. 1/8" STEEL BRACKET @ 2'-0" O.C. COLUMN

1/8" STEEL BRACKETS, TYP

GALVANIZED SCREW, TYP

GALVANIZED SCREW, TYP

HSS2X2X1/8 STEEL DOOR FRAME. SEE 1/A7.3.

HSS2X2X1/8 COLUMN. SEE SH A5.0. 1/4" STEEL PLATE. SHOP WELD TO COLUMN & BASE PLATE, TYP

1/2" ANCHOR BOLT, TYP 6" CONC SLAB. SEE ARCH FOR FINISH.

0' - 2 7/8"

1/4" STEEL BASE PLATE. ANCHORED TO SLAB.

GRADE

SLIDING DOOR SECTION 3/4" = 1'-0"

2 No.

City of South Sioux City Design/Build Cabin '11

TYPICAL POLYGAL WALL DETAIL 3" = 1'-0"

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

SLIDING DOOR SECTION Project number Date Drawn by Checked by

001 April 6, 2011 RSF KAO

A7.3 Scale As indicated

4/27/2011 12:02:58 PM

1


10

CLR

1/1 6

NOTE: FIELD VERIFY DIMENSIONS BETWEEN COLUMNS & FLOOR SLAB. MIN 2 COATS OF POLYURETHANE NEEDED FOR 2X6 RIBBED MEMBERS. SEE SCHEDULE BELOW FOR SIZES. 1/2" SPACE BETWEEN EACH RIB, FITTED WITH GALVANIZED WASHERS. BED LOCATED AT MAX OF 18" AFF. EYE HOOKS MUST BE FASTENED TO A COLUMN. SEE COLUMN SCHEDULE FOR LOCATIONS.

"

2 71

/2"

A8.0 0' 11 CLR /2"

6' -

TYP

1' -

4'-9" 4'-8 3/8" 4'-8" 4'-7 3/8" 4'-9" 4'-8 3/8" 4'-8" 4'-7 3/8" 4'-7" 4'-6 3/8" 4'-6" 4'-5 3/8" 4'-5" 4'-4 3/8" 4'-4" 4'-3 3/8" 4'-3" 4'-2 3/8" 4'-2" 4'-1 3/8" 4'-1" 4'-0 3/8" 4'-0" 3'-11 3/8" 3'-11" 3'-10 3/8" 3'-10" 3'-9 3/8" 3'-9" 3'-8 3/8" 3'-8" 3'-7 3/8" 3'-7" 3'-6 3/8" 3'-6" 3'-5 3/8" 3'-5" 3'-4 3/8" 3'-4" 3'-3 3/8"

3"

CLR

TREX CRIBBING WALL PULLEY, TYP HSS2X2X1/8 COLUMN. SEE STRUCT. 1" EYE HOOK, TYP

JACK

TREX CRIBBING WALL

1/2" VINYL-COATED STEEL CABLE

HSS2X2X1/8 COLUMN. SEE STRUCT.

0' -

CONC COLUMN

1

PULLEY, TYP 01

2X6 WD RIB. 3/4" ROUTED EDGE, EACH EDGE, TOP & BOT

/2"

BED PLAN 1/2" = 1'-0"

AS SCHEDULED

0' - 1 1/2" CLR 1/2" VINYL-COATED STEEL CABLE 2X6 WD RIB. 3/4" ROUTED EDGE, EACH BOTTOM EDGE. SEE 3/A8.0. CONC SLAB

1' - 6"

HSS2X2X1/8 COLUMN

2

TREX CRIBBING WALL FINISHED GRADE

BED SECTION 1" = 1'-0"

3 No.

City of South Sioux City Design/Build Cabin '11

BED MEMBER DIMENSIONS 1" = 1'-0"

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

BED PLAN & DETAILS Project number Date Drawn by Checked by

001 April 6, 2011 JJB KAO

A8.0 Scale As indicated

4/27/2011 12:02:59 PM

0' -


GRAVEL ROAD

CONCRETE SIDEWALK

-9' - 0"

-10' - 0"

-8' - 0"

" -7' 0

-6'

-0

"

0" -5' -

-4' -

0"

0" -3' -

-2 '

-0 "

0" -1' -

NOTE: SEE SHEET C1.1 FOR RETAINING WALL DETAILS. SEE SHEETS C2.0-2.5 FOR FIREPIT DETAILS. FIELD VERIFY RADIUS OF RETAINING WALL AND LOCATION OF CABIN.

RETAINING WALL FIREPIT LAKE R 18'-0"

Site 1/8" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

SITE PLAN Project number Date Drawn by Checked by

001 April 6, 2011 NMR KAO

C1.0 Scale 1/8" = 1'-0"

4/27/2011 12:02:59 PM

1


0' - 6"

X1

0' - 9"

X2

X2

1' - 0"

X2

X2

1' - 3"

X2

X2

1' - 6"

X2

X2

X3

X3

1' - 0"

12" TOP SOIL COMPACTED SAND FILL

1/8"X3" ANGLE IRON

3/8"X3 3/4" WEDGE ANCHOR

3/8" GALVANIZED STEEL

1/4"X2" BAR STOCK

0' - 3"

X1 1' - 0"

3/8"X5" WEDGE ANCHOR AS SCHED

AS SCHED

1/2"X2" BAR STOCK

3/8" GALVANIZED STEEL

#4 REBAR

#4 REBAR

0' - 6" 0' - 4"

0' - 3"

AGGREGATE BASE

1/4"X2" BAR STOCK

0' - 3"

0' - 3"

COMPACTED SAND FILL

3/8"X5" WEDGE ANCHOR

0' - 6" 0' - 4"

12" TOP SOIL

1' - 3"

3/8"X3 3 /4" WEDGE ANCHOR

0' - 3"

1' - 9"

0' - 3"

0' - 0 1/2"

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

4' - 0"

2' - 6"

TOPSOIL AGGREGATE BASE 1' - 6"

1

RETAINING WALL DETAILS 1" = 1'-0"

2

4" CONC FOOTING W/#4 @ 9" O.C. BOT, 1'-6" O.C. TOP

RETAINING WALL SHOP DRAWINGS 1/2" = 1'-0"

1' - 0"

2' - 0"

1' - 0"

0' - 3"

0' - 6"

1' - 0"

1' - 8 3/4"

1' - 6"

2' - 3"

GRADE 0' - 4"

1' - 0"

0' - 3"

2' - 0"

2' - 0"

1' - 6"

1' - 6"

2' - 0"

1' - 0"

1' - 0"

2' - 0"

1' - 0"

1' - 0"

2' - 0"

1' - 0"

RETAINING WALL ELEVATION 1/4" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

RETAINING WALL DETAILS Project number Date Drawn by Checked by

001 April 6, 2011 JTG KAO

C1.1 Scale As indicated

4/27/2011 12:03:00 PM

3

1' - 3"

1' - 0"

0' - 9"

0' - 6"

0' - 3"

3" CONC SEAT SLAB W/ SMOOTH FINISH

1' - 0" 1' - 9"

1' - 0"

1' - 3"

1'-0" CONC BLOCK, W/ ROUGH FINISH

0' - 9"

GALVANIZED METAL PANELS


1/4" STEEL BASE PLATE 1/4" STEEL PLATE. SHOP WELD TO BASE PLATE.

1' - 10 1/16" 0' - 8 1/16"

1/2" ANCHOR BOLT, TYP.

0' - 1 7/8"

0' - 8 1/4"

0' - 5 15/16"

0' - 8 1/16"

HSS 3 1/2 X 3 1/2 X 1/8". SHOP WELD TO 1/4" STEEL PLATE.

0' - 1 7/8"

0' - 3"

1/4" STEEL BASE PLATE 1" STEEL PIPE. SHOP WELD TO 1/4" TOP PLATE & BASE PLATE, TYP.

0' - 2 1/8"

0' - 4"

0' - 2 1/8"

0' - 0 15/16" 0' - 0 15/16"

0' - 1 7/8"

0' - 0 1/4"

0' - 1 7/8"

0' - 3" 0' - 0 1/4"

1/2" ANCHOR BOLT, TYP.

1' - 0"

0' - 1"

0' - 4" BOTTOM BRACKET. SEE DETAIL 1/C3.0. CONC BLOCK. SEE CIVIL 3" CONC RETAINING CAP GALVANIZED METAL RETAINING WALL BEYOND

-0

1/8" SAWCUT, TYP

0'

0' - 3 1/2" 0' - 3 1/2"

0' - 10"

0' - 6 1/2"

7/3 2

"

2' - 0"

0' - 1"

0' - 1"

0' - 3 1/2"

BOTTOM OF TIKI TORCH DETAIL 3" = 1'-0"

0' - 3 1/4"

1/4" STEEL BASE PLATE

1

3' - 0"

1/4" STEEL PLATE. SHOP WELD TO BASE PLATE.

2' - 8"

0' - 0 15/16" 0' - 0 15/16"

HSS 3 1/2 X 3 1/2X1/8"

TYPICAL TIKI TORCH DETAILS 1 1/2" = 1'-0"

3

No.

City of South Sioux City Design/Build Cabin '11

TIKI TORCH ELEVATION 1" = 1'-0"

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

TIKI TORCH DETAILS Project number Date Drawn by Checked by

001 April 6, 2011 NMN KAO

C3.0 Scale As indicated

4/27/2011 12:03:01 PM

2


" 0' 6

TRANSFORMER- LOCATED ON A 2X4 ATTACHED TO ROOF JOISTS. LED

ELECTRICAL SYMBOLS

LED

1/2 "

DUPLEX WALL RECEPTACLE (18" AFF)

S3

0' 6

QUADRUPLEX WALL RECEPTACLE (18" AFF) WALL SWITCH- THREE WAY

LED

LED

0' -

LED

1"

0' 2 1' - " 2"

CONDUIT MAIN POWER & LIGHT PANEL

LED

CEILING MOUNTED LIGHT- LED

LED

FLOOR MOUNTED LIGHT- LED

ELECTRICAL GENERAL NOTES

2.

ALL WIRING IN CONDUIT, BELOW GRADE PVC, 20 GA GALVANIZED STEEL CHANNEL AGAINST COLUMN.

3.

ELECTRICAL CONTRACTOR TO PROVIDE ALL PERMITS FOR ELECTRICAL WORK.

4.

ELECTRICAL CONTRACTOR TO PROVIDE NEW ELECTRICAL SERVICE AND MAIN DISTRIBUTION PANEL- SIZE NEC AND LOCAL CODES FOR PROPOSED LOADS. ELECTRICAL SERVICE TO BE CONNECTED TO ELECTRICAL POWER BOX ON SITE.

6.

ALL WIRING TO BE COPPER.

7.

FIELD VERIFY LOCATIONS OF CONDUIT, OUTLETS, AND SWITCHES.

LED

LED LED

0' - 8 1/2"

0' - 1 1/8"

2' - 3"

5.

LED

ELECTRICAL PLAN 3/8" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

ELECTRICAL PLAN Project number Date Drawn by Checked by

001 April 6, 2011 NMR KAO

E1.0 Scale 3/8" = 1'-0"

4/27/2011 12:03:02 PM

1

ALL WORK IN COMPLIANCE WITH NEC- LOCAL CODES. 0' - 2 3/8" 0' - 1 7/8"

1.

S3

CEILING MOUNTED STRIP LIGHT- LED

0' - 2"

LED


GENERAL NOTES

DESIGN BUILD CABIN SCENIC PARK CAMPGROUND SOUTH SIOUX CITY, NEBRASKA DSN S 546 SPRING 2011

1.

THESE DRAWINGS ARE PROPERTY OF IOWA STATE UNIVERSITY AND ARE NOT TO BE COPIED OR REPRODUCED WITHOUT THEIR CONSENT.

2.

THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE TO THE 2006 IBC IN REQUEST TO PROVIDE AN ADA COMPLIANT FACILITY FOR THE CITY OF SOUTH SIOUX CITY, NE.

3.

ALL DIMENSIONS TO BE FIELD VERIFIED BY EITHER THE PROFESSOR OR STUDENTS.

4.

PROJECT MATERIALS TO BE DETAILED AND ASSEMBLED ACCORDING TO MFR' STANDARDS.

5.

THIS FACILITY IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS PROVIDED.

6.

ALL SITEWORK TO BE COMPLETED ACCORDING TO THE CIVIL DRAWINGS PROVIDED.

7.

SEE PROFESSOR FOR ANY QUESTIONS REGARDING CONSTRUCTION DETAILS.

PROJECT LOCATION

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

COVER SHEET Project number Date Drawn by Checked by

001 April 6, 2011 NMR KAO

G0.0 Scale

4/27/2011 12:03:03 PM

A1.0 A2.0 A2.1 A3.0 A4.0 A4.1 A5.0 A6.0 A6.1 A6.2 A6.3 A7.0 A7.1 A7.2 A7.3 A8.0 C1.0 C1.1 C2.0 C2.1 C2.2 C2.3 C2.4 C2.5 C3.0 E1.0 G0.0 S1.0 S2.0 S2.1 S3.0 S3.1 S3.2 S3.3

Sheet List FLOOR PLAN CABIN ELEVATIONS CABIN SECTION GRATE DETAIL EAST COLUMN ELEVATION SOUTH WALL ELEVATION COLUMN SCHEDULE CRIBBING DETAILS METAL PANEL DETAILS WALL PANEL SHOP DRAWINGS ROOF SECTION & DETAILS, TYP WHEEL ASSEMBLY DETAILS SLIDING DOOR ELEVATION SLIDING DOOR PLAN SLIDING DOOR SECTION BED PLAN & DETAILS SITE PLAN RETAINING WALL DETAILS FIREPIT REINF PLAN FIREPIT SECTION FIREPIT SHOP DRAWING FIREPIT DETAILS FIREPIT GRILL PLAN FIREPIT GRILL SECTIONS TIKI TORCH DETAILS ELECTRICAL PLAN COVER SHEET REINF PLAN & SECTION CONC COLUMN REINF DETAIL CONC BEAM REINF DETAIL TOP COLUMN SET DETAIL BOTTOM COLUMN SET DETAIL TOP OF COLUMN DETAIL BOTTOM OF COLUMN DETAIL


6" CONC SLAB. SEE ARCH FOR FINISH. 0' - 2" CLR

3 S1.0

#4 REBAR @ 2'-0" O.C. TOP, 1'-7 1/2" O.C. BOT

TYP

4" COMPACTED SAND BASE

EQ

0' 33 CLR /4"

53

COMPACTED FILL

/32 "

O.C . EQ EQ

#4 REBAR HOOK, TYP

EQ 0' -

11 O.C 3/8" .

8" FOUNDATION BELOW

EQ

5' 11 13/ 16" O.C . EQ EQ

EQ

4' - 0"

8' -

0' - 8"

0' - 3 5/8" CLR

0' 33 CLR /4"

EQ

GRADE. SEE SITE PLAN. #4 BAR HOOK, TYP.

1' - 1 1/4"

0' - 3 3/4"

1' - 1 15/16" O.C.

EQ

0' - 6 3/4"

NOTE: #4 REBAR TO BE SPACED AS DIMENSIONED. REBAR TIES USED AT ALL INTERSECTIONS. FOUNDATION REBAR TO BE TIED INTO SLAB REBAR. SLAB REBAR TO BE 2" MIN CLR FROM BOTTOM OF SLAB.

1' - 6"

COMPACTED FILL 8" FOUNDATION WALL W/ #4 VERT @ 2'-0" O.C., #4 HORIZ @ 1'-6" O.C.

O.C.

1' - 7 1/2"

0' - 3" CLR

1' - 11 5/32"

EQ

0' - 3 3/4" CLR

4" COMPACTED SAND BASE

EQ

EQ

TYP

S1.0

O.C.

11' - 6 7/8"

0' - 2" CLR

CONC SLAB. SEE ARCH FOR FINISH. 2

0' - 6 3/4" CLR

0' - 8"

SLAB REINF SECTION 1/2" = 1'-0"

EQ

EQ

2

10' - 7"

0' - 3 3/4" CLR

EQ

EQ

EQ

EQ

0' - 4"

EQ

0' - 4"

10' - 11" O.C.

SLAB REINFORCEMENT 1/4" = 1'-0"

3

No.

City of South Sioux City Design/Build Cabin '11

FOUNDATION DETAIL 1" = 1'-0"

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

REINF PLAN & SECTION Project number Date Drawn by Checked by

001 April 6, 2011 CJP KAO

S1.0 Scale As indicated

4/27/2011 12:03:04 PM

1


CONC BEAM NOTE: TYPICAL DETAIL OF ALL CONCRETE COLUMNS. STEEL ANCHOR BOLT TO BE MANUFACTURED, THEN CAST INTO CONCRETE UPON POURING. REBAR SPACED AS SPECIFIED, 1 1/2" MIN CLR TO OUTSIDE EDGES OF COLUMN. 5000 PSI CONCRETE TO BE USED FOR COLUMNS AND BEAMS ONLY.

STEEL SLEEVE I.D. TO ALLOW 3/4" THREADED ROD 2'-1 1/2" LONG

#4 REBAR, TYP.

1/8" STEEL PLATE

0' - 5 1/4"

0' - 2 5/8"

0' - 7 15/16"

0' - 8

#4 REBAR

1/4"

1' - 1 11/16"

VOID

0' - 2 1/4"

/2" -01 R 0'

0' - 10 5/16"

9/16"

7' - 4"

0' - 10

1' - 3 5/8"

0' - 2 1/4"

CONC COLUMN 0' - 2 1/4"

0' - 1 7/8"

0' - 10 7/16"

11/16 " 0' - 10

1' - 3 11/16"

0' - 2 1/4"

0' - 2"

0' - 1 7/8"

CONC SLAB

CONC COLUMN REINF DETAIL 1" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

CONC COLUMN REINF DETAIL Project number Date Drawn by Checked by

001 April 6, 2011 RMG KAO

S2.0 Scale 1" = 1'-0"

4/27/2011 12:03:04 PM

1


11/16" 13' - 8

1/2" STEEL PLATE. SHOP WELD TO COLUMN. 1/2 ANCHOR BOLT, TYP. HSS2X2X1/8. SEE STRUCT.

CONC BEAM STEEL SLEEVE I.D. TO ALLOW 3/4" THREADED ROD 2'-1 1/2" LONG #4 REBAR

0' - 1 3/4"

0' - 2 1/4" 0' - 1 3/4"

0' - 1 3/4"

0' - 2 1/4" 0' - 1 3/4"

0' - 2 1/4" 0' - 1 3/4"

0' - 1 3/4"

NOTE: TYPICAL DETAIL OF ALL CONCRETE BEAMS. #4 REBAR REQUIRED. STEEL ANCHOR BOLT TO BE MANUFACTURED, THEN CAST INTO CONCRETE UPON POURING. REBAR SPACED AS SPECIFIED, 1 1/2" MIN CLR TO OUTSIDE EDGES OF BEAM. 5000 PSI CONCRETE TO BE USED FOR COLUMNS AND BEAMS ONLY.

0' - 1"

0' - 1 7/8"

0' - 1"

0' - 1"

0' - 1 7/8"

0' - 1 7/8"

0' - 0 3/4"

0' - 1 7/8"

0' - 1"

0' - 1"

0' - 8 1/2"

0' - 5"

0' - 10"

0' - 0 3/4"

0' - 10 1/2"

0' - 7"

1' - 0"

0' - 0 3/4"

0' - 10 3/8"

0' - 1 7/8"

0' - 1"

CONC BEAM REINF DETAIL 1" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

CONC BEAM REINF DETAIL Project number Date Drawn by Checked by

001 April 6, 2011 RMG KAO

S2.1 Scale 1" = 1'-0"

4/27/2011 12:03:05 PM

1

0' - 1 7/8"

0' - 6 7/8"

0' - 11 7/8"

CONC COLUMN


NOTE: ALL EXPOSED STEEL TO BE PRIMERED BENEATH BLACK SATIN BRUSH FINISH.

1/4" STEEL TOP PLATE ANCHORED TO BEAM

1/2" ANCHOR BOLT

0' - 2"

0' - 2"

0' - 2"

0' - 4 1/2"

0' - 2"

0' - 2"

0' - 2"

0' - 2"

0' - 1" 0' - 1"

HSS2X2X1/8 STEEL COLUMN. SHOP WELD TO FLAT BAR

0' - 6"

0' - 2"

1/4" STEEL FLAT BAR. SHOP WELD TO TOP PLATE & COLUMN.

1' - 4 1/2"

0' - 6" 0' - 2"

0' - 2"

CONC BEAM 0' - 1 19/32"

0' - 0 1 /4

"

0' - 2"

1/2 ANCHOR BOLT 1/4" TOP PLATE ANCHORED TO BEAM

0' - 4 1/2"

1/4" STEEL FLAT BAR. SHOP WELD TO TOP PLATE & COLUMN. HSS2X2X1/8 COLUMN. SHOP WELD TO TOP PLATE.

FRONT TOP COLUMN SET DETAIL 3" = 1'-0"

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

TOP COLUMN SET DETAIL Project number Date Drawn by Checked by

001 April 6, 2011 NMN KAO

S3.0 Scale 3" = 1'-0"

4/27/2011 12:03:06 PM

1


1/4" STEEL BASE PLATE ANCHORED TO SLAB 1/4" STEEL FLAT BAR. SHOP WELD TO BASE PLATE & COLUMN.

HSS2X2X1/8 STEEL COLUMN. SEE NOTE ON SH S3.0 FOR FINISH. SHOP WELD TO FLAT BAR

HSS2X2X1/8 STEEL COLUMN. SHOP WELD TO FLAT BAR

1/4" STEEL FLAT BAR. SHOP WELD TO BASE PLATE & COLUMN. 1/2" ANCHOR BOLT CONC SLAB 0' - 2" 0' - 2 1/4" 0' - 2 1/4" 0' - 2" 1' - 0 1/2"

0' - 1"

0' - 1"

0' - 2"

0' - 1"

0' - 1"

0' - 6"

0' - 1" 0' - 1"

BOTTOM COLUMN SET DETAIL 3" = 1'-0"

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

BOTTOM COLUMN SET DETAIL Project number Date Drawn by Checked by

001 April 6, 2011 NMN KAO

S3.1 Scale 3" = 1'-0"

4/27/2011 12:03:06 PM

1

0' - 2"

0' - 1" 0' - 2"

1/2" ANCHOR BOLT


0' - 6" HSS2X2X1/8 STEEL COLUMN. SEE NOTE ON SH S3.0 FOR FINISH. SHOP WELD TO FLAT BAR

0' - 2"

0' - 2"

0' - 2"

1/2" ANCHOR BOLT

0' - 2"

1/4" STEEL TOP PLATE ANCHORED TO BEAM 0' - 1"

CONC BEAM 1/4" STEEL TOP PLATE ANCHORED TO BEAM 1/2" ANCHOR BOLT

0' - 2"

1/4" STEEL FLAT BAR. SHOP WELD TO TOP PLATE & COLUMN.

HSS2X2X1/8 STEEL COLUMN. SHOP WELD TO FLAT BAR

TOP OF COLUMN DETAIL 3" = 1'-0"

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

TOP OF COLUMN DETAIL Project number Date Drawn by Checked by

001 April 6, 2011 NMN KAO

S3.2 Scale 3" = 1'-0"

4/27/2011 12:03:07 PM

1


0' - 2"

0' - 2"

0' - 2"

1/4" STEEL BASE PLATE ANCHORED TO SLAB 0' - 1"

HSS2X2X1/8 STEEL COLUMN. SEE NOTE ON SH S3.0 FOR FINISH. SHOP WELD TO FLAT BAR

1/2" ANCHOR BOLT 0' - 6"

1/4" STEEL FLAT BAR. SHOP WELD TO BASE PLATE & COLUMN.

1/2" ANCHOR BOLT 0' - 6"

1/4" STEEL BASE PLATE ANCHORED TO SLAB

0' - 2"

CONC SLAB

BOTTOM OF COLUMN DETAIL 3" = 1'-0"

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

BOTTOM OF COLUMN DETAIL Project number Date Drawn by Checked by

001 April 6, 2011 NMN KAO

S3.3 Scale 3" = 1'-0"

4/27/2011 12:03:08 PM

1

0' - 3"

0' - 0 1/4" 0' - 1"

1/4" STEEL FLAT BAR. SHOP WELD TO BASE PLATE & COLUMN.

0' - 1" 0' - 2"

HSS2X2X1/8 STEEL COLUMN. SHOP WELD TO FLAT BAR


PRODUCED BY AN AUTODESK STUDENT PRODUCT 0' - 8"

1' - 11 1/2"

0' - 8" O.C.

0' - 2 3/8" 0' - 2 3/8"

0' - 2"

4' - 6"

O.C.

2' - 5 1/2"

REBAR

2' - 3"

O.C.

0' - 9"

0' - 9"

0' - 2"

4' 6" LENGTH EACH SIDE

3' - 3 1/4"

0' - 3"

REBAR

O.C.

1' - 0"

1' - 9"

NOTE: #4 REBAR AS REQ'D. 13.75 LINEAR FT NEEDED FOR FOUNDATION REINFORCEMENT. USE TIES AT INTERSECTIONS. SEE DETAIL ABOVE FOR SPACING REQUIREMENTS .

2' - 8 1/4"

NOTE: #4 REBAR AS REQ'D. 30.0 LINEAR FT NEEDED FOR SLAB REINFORCEMENT. USE TIES AT INTERSECTIONS. SEE DETAIL ABOVE FOR SPACING REQUIREMENTS .

SLAB FOUNDATION- REBAR 1" = 1'-0"

2

No.

City of South Sioux City Design/Build Cabin '11

ENLARGED PLAN- REBAR 1" = 1'-0"

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1

Date 04-08-11 04-11-11 04-25-11 04-28-11

FIREPIT REINF PLAN Project number Date Drawn by Checked by

001 April 6, 2011 NMR KAO

C2.0 Scale 1" = 1'-0"

4/27/2011 1:07:44 PM

O.C.

O.C.

O.C.

1' - 0"

0' - 10 1/2"

0' - 9"

0' - 10 1/2"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT

0' - 3"

O.C.


4 C2.3

3" CONC SLAB. SMOOTH FINISH, TOP. SEE DETAIL 2/C2.0 FOR REINF. CHAMFER TOP EDGE. 1/4" MTL PANEL. SEE DETAIL 3/C2.3 & 4/C2.3 FOR CONNECTION FIRE PIT

1" CLEAN GRAVEL BASE, 3-6" DEEP. 4" CONC FOOTING. SEE DETAIL 1/C2.0 FOR REINF.

2 C2.3

1/2" EXPANSION JOINT, TYP 0' - 1 1/2"

2 " CONC PAVERS. SEE CIVIL.

GRADE 0' - 0"

EARTH

TYPICAL FIREPIT SECTION 3" = 1'-0"

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1

Date 04-08-11 04-11-11 04-25-11 04-28-11

FIREPIT SECTION, TYP Project number Date Drawn by Checked by

001 April 6, 2011 NMR KAO

C2.1 Scale 3" = 1'-0"

4/27/2011 1:07:45 PM

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT


PRODUCED BY AN AUTODESK STUDENT PRODUCT 0' - 2"

0' - 3 7/16"

0' - 2"

0' - 3 5/8"

0' - 2"

0' - 3 3/4"

0' - 2"

L2X2X1/4". SEE DETAIL 2/C2.3.

1/4" MTL PANEL. SEE PANEL LAYOUT. FIRE RING EDGE ABOVE 0' - 0 1/2"

0' - 5 3/16"

0' - 1 1/8"

0' - 2 3/8"

1/4" GUSSET PLATE. SEE DETAIL 5/C2.3.

CONC FOUNDATION BELOW

1' - 11"

0' - 10 7/8"

ANGLE IRON FOR GRATE SYSTEM

0' - 0 1/2"

1/4" GUSSET PLATE. SEE DETAIL 5/C2.3.

0' - 0 1/2"

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

FIREPIT SHOP DRAWINGS Project number Date Drawn by Checked by

001 April 6, 2011 NMR KAO

C2.2 Scale 3" = 1'-0"

4/27/2011 1:07:46 PM

FIREPIT METAL WALL 3" = 1'-0"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1

0' - 1 1/8"

0' - 2 3/8"

0' - 5 3/16"

0' - 2"

2' - 1 1/4"

0' - 2"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT

0' - 3 7/16" 0' - 1 3/4"


PRODUCED BY AN AUTODESK STUDENT PRODUCT L2X2X1/4". SEE DETAIL 2/C2.3.

1/4" MTL PANEL

1/4" GUSSET PLATE. SEE DETAIL 5/C2.3.

ANCHOR BOLT, TYP

1/4" MTL PANEL. SEE PANEL LAYOUT.

1/4" GUSSET PLATE, 0' - 0 1/4" TYP AT CORNERS

0' - 3"

SHOP WELD 0' - 2 1/8"

0' - 0 1/2"

1' - 11"

FIRE RING EDGE ABOVE 0' - 0 1/2"

2' - 1 1/2"

GRADE 0' - 0"

1/4" GUSSET PLATE. SEE 2/C2.3.

1

DETAIL FOUNDATION- MTL WALLS 1" = 1'-0"

2

SECTION AT GUSSET PLATE, TYP 6" = 1'-0"

0' - 2" 0' - 1" GUSSET PLATE BELOW 0' - 1 5/32"

0' - 1"

1" DIAM HOLE 1/4" FROM TOP OF ANGLE IRON 1/4" MTL PANEL

ANCHOR BOLT, TYP SHOP WELD AT GUSSET PLATE L2X2X1/4" W/ 1/2" HOLE PUNCH

1/2" HOLE PUNCH CONC FOOTING BELOW

0' - 2"

2" x 2" x 1/4" ANGLE IRON, SHOP WELDED TO MTL PANEL

1/4" MTL PANEL. SHOP WELD TO ANGLE 0' - 1 3/4"

GUSSET PLATE DETAIL, TYP 3" = 1'-0"

4

SECTION AT ANGLE BRACE, TYP 6" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

5 Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

PRODUCED BY AN AUTODESK STUDENT PRODUCT

3

0' - 0 1/4"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT

3 C2.3

GRILL BRACKET DETAIL, TYP 6" = 1'-0" Date 04-08-11 04-11-11 04-25-11 04-28-11

FIREPIT DETAILS Project number Date Drawn by Checked by

001 April 6, 2011 NMR KAO

C2.3 Scale As indicated

4/27/2011 1:07:46 PM

0' - 2"

0' - 0 1/4"

0' - 0 1/2"

0' - 2" 5 C2.3


PRODUCED BY AN AUTODESK STUDENT PRODUCT

FIREPIT BELOW

0' - 0 3/8"

1' - 11 1/2"

0' - 0 3/8" 1

1/4" X 1-1/4" STEEL BAR CUT TO SIZE TYP

0' - 2"

3/4" DIA SOLID STEEL ROD

TYP 0' - 2"

C2.5 0' - 4 11/16"

0' - 4 3/4"

0' - 4 3/4"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

0' - 4 11/16" 1' - 7 1/4"

1/4" X 1-1/4" STEEL BAR CUT TO SIZE HANDLE - SIX 1/4" SOLID STEEL RODS 3/8: SOLID STEEL RODS, TYP

2

TYP

0' - 9 1/4"

0' - 2"

0' - 0 5/8"

TYP

0' - 2"

0' - 0 1/2"

0' - 2 3/8"

0' - 10 1/2"

C2.5

0' - 1 3/8"

3/4" DIM SOLID STEEL ROD 1' 10" LONG 2"x2"x1/4" STEEL ANGLE IRON. SHOP WELD TO FRAME. 1"x2"x1/4" STEEL PLATE SHOP WELD TO ANGLE IRON. 1" DIA HOLE IN ANGLE IRON 1/4" FROM TOP. 1' - 11"

GRILL DETAIL- PLAN 3" = 1'-0" No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

FIREPIT GRILL PLAN Project number Date Drawn by Checked by

001 April 6, 2011 SJJ KAO

C2.4 Scale 3" = 1'-0"

4/27/2011 1:07:47 PM

1

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT

2' - 0 1/4"


PRODUCED BY AN AUTODESK STUDENT PRODUCT 0' - 10 1/2" 0' - 9 1/4" 0' - 0 1/4"

2x1x1/4 STEEL CAP, SHOP WELD TO ANGLE IRON

1/4" x 1-1/4" STEEL BARS CUT TO LENGTH

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

1/4" SOLID STEEL RODS

1/4" X 1 1/4" STEEL BAR

0' - 4 3/4"

0' - 4 3/4"

0' - 3 3/4"

0' - 2"

0' - 0 1/4"

0' - 4 11/16"

3/4" SOLID STEEL ROD, SHOP WELD IN PUNCHED HOLE

3/4" DIA SOLID STEEL RODS 3/8" DIA SOLID STEEL RODS SHOP WELD TO IRON BARS 2x1x1/4 STEEL CAP. SHOP WELDED TO ANGLE IRON

2x2x1/4 ANGLE IRON SHOP WELD TO MTL PANEL WALL

2x2x1/4 STEEL ANGLE IRON

GRILL DETAIL- SECTION 3" = 1'-0"

2

GRILL HANDLE DETAIL 3" = 1'-0"

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1

0' - 7"

0' - 5 1/2"

0' - 0 1/4"

Date 04-08-11 04-11-11 04-25-11 04-28-11

FIREPIT GRILL SECTIONS Project number Date Drawn by Checked by

001 April 6, 2011 SJJ KAO

C2.5 Scale 3" = 1'-0"

4/27/2011 1:07:48 PM

3/8" SOLID STEEL ROD

0' - 2"

0' - 3 1/4" 0' - 0 1/4"

1/4" SOLID STEEL ROD

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1" DIA HOLE IN ANGLE IRON

0' - 0 1/4"

0' - 1 3/4"

0' - 2 1/8"

3/4" SOLID STEEL ROD, SHOP WELD IN PUNCHED HOLE


CONCRETE COLUMN

0' - 1 3/4"

TREX BLOCKING HSS2X2X1/8" COLUMN

22.50째

HSS2X2X1/8 COLUMN

TREX BLOCKING

TREX BLOCKING 0째 2.5 11

0' - 4 1/2"

5/4X6 TREX PREGROOVED DECKING

5/4X6 TREX PRE-GROOVED DECKING

0' -

째 .50 67

0' - 1"

1"

0' -

1"

째 .50 67

TREX BLOCKING

*3 3/4"

5

CRIBBING TO COLUMN #10 3" = 1'-0"

4

CRIBBING TO CONCRETE COLUMN 3" = 1'-0"

1/8" THICK PLEXIGLASS *ADD SEALANT TO GROOVE BEFORE INSERTING PLEXIGLASS

CONCRETE BEAM

5/4X6 TREX PRE-GROOVED DECKING CUT TO LENGTH

0' - 1"

0' - 0 1/2"

0' - 2 1/2"

0' - 1 1/2"

STAINLESS STEEL SCREW

HSS2X2X1/8 COLUMN

0' - 5 1/2"

CONCRETE SLAB

0' - 1"

METAL SHINGLES

1/2" PLYWOOD 0' - 6"

0' - 0 9/16"

0' - 1"

0' - 0 5/32"

5/4X6 TREX PRE-GROOVED DECKING(NORTH WALL)

CUT NOTCH IN BEAM BEFORE PLACEMENT

2X6 ROOF FRAMING MEMBER

0' - 0 7/16"

CRIBBING TO SQUARE TUBE, TYP 3" = 1'-0"

2

CORNER OF CRIBBING DETAIL 3" = 1'-0"

1

No.

City of South Sioux City Design/Build Cabin '11

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

CRIBBING ROOF TO CONCRETE BEAM 1 1/2" = 1'-0"

Date 04-08-11 04-11-11 04-25-11 04-28-11

CRIBBING DETAILS Project number Date Drawn by Checked by

001 April 6, 2011 KAO KAO

A6.0 Scale As indicated

4/27/2011 12:05:40 PM

3


COLUMN NUMBER

# PIECES

LENGTH

BASE TYPE

CAP TYPE

1

1

7' 2"

A

G

2

1

7' 6 11/32"

A

E

3

1

7' 10 11/16"

A

E

4

1

8' 3 1/32"

A

E

5

1

8' 7 3/8"

A

E

6

3

8' 11 17/32"

C

F

7

1

8' 11 17/32"

C

D

8

4

8' 11 17/32"

C

F

9

4

8' 11 17/32"

C

F

10

4

8' 11 17/32"

C

F

11

1

9' 0"

A

D

12

1

9' 0"

A

D

13

1

8' 8 9/32"

A

E

14

1

8' 3 9/32"

A

E

15

1

7' 10 5/16"

A

E

16

1

7' 5 5/16"

A

E

20

1 21

19 18 2 17

3 16

4 15

5 14

17

1

7' 2"

A

D

18

1

7' 2"

A

D

19

1

7' 2"

A

D

20

1

7' 2"

A

D

21

1

7' 2"

A

G

A - SINGLE C - QUAD

13 7

8

9

10

11 12

D - SINGLE FLAT E - SINGLE SLOPED F - QUAD SLOPED G - 1/2 SINGLE SLOPED

STEEL COLUMN SCHEDULE 1/4" = 1'-0" No.

Description PRELIMINARY 50% CONSTRUCTION 75% CONSTRUCTION FULL CONSTRUCTION SET

Date 04-08-11 04-11-11 04-25-11 04-28-11

STEEL COLUMN SCHEDULE Project number Date Drawn by Checked by

001 April 6, 2011 KAO KAO

A5.0 Scale As indicated

4/27/2011 12:04:56 PM

1

6


DesignBuildDocs