Rajiv N Bachan Sample Work

RAJIV NICHOLAS BACHAN SAMPLE WORK

rajivbachan@gmail.com @rajivbachan +rajivbachan facebook.com/bachan

Exterior Render: Revit, Photoshop

Forsyth Park Tea Room (Studio I) Fall 2009 Forsyth Park, Savannah GA

Floor Plan

Interior Render: Revit

Graphic Elevation: Revit, Photoshop

Exterior Render: Revit, Photoshop Exterior Render: Revit, Photoshop

Exterior Render: Revit

Exterior Render: Revit, Photoshop

Lightning GT HQ (Studio III) Spring 2010 Pulaski Square, Savannah GA

Interior Render 2: Revit, Photoshop

Interior Render 1: Revit, Photoshop

Exterior Render: Revit, Photoshop

Exterior Render: Revit, Photoshop

Zoning Plan: Revit, Illustrator

Asheville Center for the Arts (Studio V/VI) Winter/ Spring 2011 Asheville, NC

Massing Diagram: Revit

Exterior Render: Revit, 3ds Max Design, Photoshop

Daylighting/ Air Circulation: Revit, Illustrator

Longitudinal Section: Revit

Conceptual Diagramming

Charleston House Fundamentals III/ Electronic Design 425 Spring 2009/ Spring 2010 Charleston, SC

Exterior Render: Revit

First Floor Plan: Ink, Vellum

Interior Render: Revit, 3ds Max Design Interior Render: Revit, 3ds Max Design

Second Floor Plan: Ink, Vellum

Third Floor Plan: Ink, Vellum

Room Label Diagram: Revit

South Elevation: Ink, Vellum

West Elevation: Ink, Vellum

Interior Render: Revit

Building Section: Ink, Vellum

Exterior Render: Revit

H:\LOGO.jpg

Floor Plans: AutoCAD

Auto Repair Shop Electronic Design 225 Winter 2009

Elevations: AutoCAD

Scope: -Converting large storage area into two new classrooms/ laboratory.

-Partition wall between class room and mechanical room to be extended to roof deck and reconfigured as firewall.

-Two new sinks added into laboratory area.

Existing HVAC to be reducted to accommodate classrooms.

NEW CLASSROOM STORAGE ROOM NEW CLASSROOM/ LAB

MECHANICAL ROOM

Isometric Plan View: Revit

St. Andrew’s Classroom Addition JT Turner Construction Wilmington Island, Savannah GA

36'-0" 1'-2"

3'-0"

3'-9"

6"

9'-4"

6"

17'-3"

6"

GYMNASIUM 6"6"

5

9'-4"

4

8'-8"

STORAGE

6"

69 SF OCC = 1 300 GROSS

(2) 5/8" TYPE 'X' FIRE RATED GYPSUM BOARD EACH SIDE OF STUD WALL

CLASSROOM 2

NON LOAD BEARING 2 X 6 STUD PARTITION WALL TO EXTENT 12' - 0" TO CEILING

6" 1

19'-8"

LAB

NON LOAD BEARING 2 X 6 STUD PARTITION WALL TO EXTENT 12' 0" TO CEILING

39'-4"

NEW WALLS

REPLACE EXISTING GYP. BOARD W/ (2) 5/8" TYPE 'X' FIRE RATED GYPSUM WALL BOARDS EACH SIDE

COMMON PATH OF TRAVEL MAXIMUM TRAVEL DISTANCE

EXISTING 4" METAL STUD WALL

39'-4"

EXISTING WALLS

8'-6"

448 SF OCC = 22 20 NET

LEGEND

HALLWAY

1

EXISTING WALL ALTERED

TOP OF EXISTING WALL

468 SF OCC = 23 20 NET

6'-0"

7'-5"

NEW FIRE RATED METAL STUD WALL ATTACHED TO TOP OF EXISTING WALL & EXTENDING TO UPPER ROOF DECK

3'-0"

2

SEE BELOW NOTE FOR ADDITIONAL DETAILS

6"

EXIT SIGN LOCATION

7'-5"

6"

9'-4"

6"

6'-10"

7'-4"

TOTAL OCCUPANCY = 47

9'-4"

6"

7'-5" System Performance 2 HR Fire UL Design No. U411 or U419 (MEA 81-98-M) 48 STC Sound BBN-770408

6" EXISTING PARTITION WALL TO BE FORTIFIED FOR FIRE RATING & EXTENTED TO ROOF DECK (SEE 2/A102 )

5 3

3 253 SF OCC = 1 300 GROSS

6"

2'-2"

3'-0"

58 SF

MECHANICAL 7'-4"

CORRIDOR

2'-2"

6"

6-1/8"

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

HALLWAY

28'-9 1/2"

36'-0"

New Floor Plan: Revit

System Performance 2 HR Fire UL Design No. U411 or U419 (MEA 81-98-M) 48 STC Sound BBN-770408

6-1/8"

System Description

System Description

Steel Stud Partition (Non-loadbearing)

Steel Stud Partition (Non-loadbearing)

- 5/8" SHEETROCK Brand FIRECODE C Core Gypsum Panels - 3-5/8" 25 gauge steel stud 24" o.c.

- 5/8" SHEETROCK Brand FIRECODE C Core Gypsum Panels - Face layer joints finished

- 5/8" IMPERIAL Brand FIRECODE C Core Gypsum Base - 3-5/8" 25 gauge steel stud 24" o.c.

- 5/8" IMPERIAL Brand FIRECODE C Core Gypsum Base - Face layer joints finished

Exterior Rendering: Revit

Gould Cottage Addition The Habersham School Savannah, GA

Scope: Construct two additions to the North and South wings of the existing building at the second level, where currently exists a flat roof terrace, creating two new classroom spaces.

Additionally, the existing, sprinkled attic spaces will be finished to allow for additional multi-use space.

PROPOSED SECOND FLOOR 106

106

23

30 '( M AX DIS TA NC E

AX

TR AV EL

' (M 30

212

E NC TA DIS

New Classroom

23 469

14

0') 20

469 SF

DN

00

EL AV TR

20 0')

REPLACE EXISTING HANDRAIL WITH 1 1/2" DIA. STEEL RAIL INSTALL VERTICAL 3/4" X 3/4" STEEL PICKETS STAIRS TO BE SAND BLASTED AND RECOATED STAIRS TO BE INSPECTED FOR STRUCTURAL INTEGRITY/ REPAIRED AS NECESSARY ALL REPAIRS ON STAIRS MUST BE IN ACCORDANCE W/ LSC 2012 TABLE 7.2.2.2.1.1(b) FOR EXISTING STAIRS

New Classroom

20

202

EXISITNG ROOFTOP CONDITIONING UNITS TO BE RELOCATED

23

UNFINISHED STORAGE

140

8

UNFINISHED STORAGE

9

23

KNEE WALL EXTEND TO RAFTERS

23 468

1 44

Restroom (ADA) SHELVING

220

SHELVING

44 SF

TR AV EL

Administration

Classroom

5

217

210

1

36 TO

2

208

142

DIS TA NC E

715 GR OU ND

48 SF

100

Existing Classroom 211

Existing Corridor

581 SF

214

88

20

48 SF

100

Administration

Administration

219

203

ø 5'-0"

88 SF Storage

FL FINISHED ATTIC OO R EX IT 12 4' (M AX 20 0')

143 SF

221 17 SF

1

1 17

143

300

100 Existing Classroom

EXISTING PARTITION WALL TRAVEL DISTANCE TO GROUND FLOOR EXIT 115' (MAX 200')

129 SF

2

204

SHELVING

1

715 SF

Restroom (ADA)

142 SF

Existing Corridor

201

213

580 SF

129 SF Existing Corridor

2

468

209

581

DN 10

2

23

Restroom

20

2

215 329 SF

3

DN

30

1 Restroom

20

205 Administration Classroom

45 SF

Storage

4

78 SF

468 SF

40

FINISHED ATTIC SHELVING

SHELVING

SHELVING

300 KNEE WALL EXTEND TO RAFTERS

UNFINISHED STORAGE

6

7

UNFINISHED STORAGE

4,600 GSF

LIFE SAFETY LEGEND CAPACITY PER LSC 7.12.2.3.2 00 EGRESS CAPACITY STAIR = .3"/PERSON LEVEL = .2"/PERSON 36" W DOOR = 34" CL. 30" W DOOR = 28" CL. TOTAL CAPACITY = 170 NUMBER OF EXITS PER IBC 1015.1 & LSC7.4.1.2 OCUPANCY 397 = 2 EXITS REQUIRED (6 ACTUAL) 00 ACTUAL EGRESS COUNT AT EXIT OCCUPANCY PER IBC 1004.1 & LSC 7.3.1.2 TOTAL OCCUPANCY 00 SF/OCCUPANT PER LSC TABLE 7.3.1.2 00 00 NET OR GROSS SF OF SPACE EXITS SIGNS PER IBC 1011 EXIT SIGNAGE (SHADING SHOWN INDICATES FACE OF SIGN, ARROW INDICATES DIRECTION)) ALLOWABLE DISTANCE PER LSC 28.2.6.2 TRAVEL PATH & DISTANCE (200FT. MAX) PRIMARY PATH OF EGRESS FROM SPACE

Life Safety Plan: Revit

1 78

216 34 SF

45 SF

218

206

1

20

300

Storage

2

468 SF

GENERAL DATA OCCUPANCY CLASSIFICATION EDUCATION - E (IBC 303.1) DESCRIPTION: Existing 2-story, 11, 010 G.S.F. building constructed of solid brick exterior walls with wood framed interior structure currently used as a K-12 private school.

TYPE OF CONSTRUCTION TYPE IIIB - FULLY SPRINKLED (IBC TABLE 602) SEISMIC ZONE USE GROUP II DESIGN CATEGORY C CALCULATED OCCUPANCY LOADS OCCUPANCY COUNTS: GROUND FLOOR= 226 2ND FLOOR = 170 BASEMENT = 1 TOTAL = 397 PLUMBING FIXTURE COUNT PER IBC TABLE 2902.1 TOTAL OCCUPANCY = 385/2 = 193 MALES/ 193 FEMALES MALE FEMALE UNISEX REQ. ACT. REQ. ACT. W/C (M/50 F/50) 4 4 4 4 3 LAV (M/200 F/200) 4 4 4 4 3 D.F. (M+F/500) REQ. = 1 ACTUAL = 4

30 580

100

20

140

15

23

REPLACE EXISTING HANDRAIL WITH 1 1/2" DIA. STEEL RAIL INSTALL VERTICAL 3/4" X 3/4" STEEL PICKETS STAIRS TO BE SAND BLASTED AND RECOATED STAIRS TO BE INSPECTED FOR STRUCTURAL INTEGRITY/ REPAIRED AS NECESSARY ALL REPAIRS ON STAIRS MUST BE IN ACCORDANCE W/ LSC 2012 TABLE 7.2.2.2.1.1(b) FOR EXISTING STAIRS

146'-8" 28'-6"

20'-7"

102'-1"

26'-2 3/4"

12'-4"

24'-6 10'-1 1/2" 3/4"

3'-3 1/2"

9'-11 24'-6" 1/2"

10

8

6

19

17

24'-6 1/4"

11 1

3

A300

2

2

C.U.

EXISITNG ROOFTOP CONDITIONING UNITS TO BE RELOCATED/REPLACED W/ PACKAGED UNIT (SEE MECHANICAL)

12

New Classroom 212

C.U.

C.U.

UNFINISHED STORAGE

9

4"

8

NEW ADA RESTROOM (SEE 2/ A103 FOR DETAILS)

SHELVING

208

SHELVING

12'-6 1/4"

16'-10 1/4"

12'-5 3/4"

2

220

23

1

Administration 203

13

5

6"

26

6'-2"

25

9

A.H.U.

12

Existing Corridor

ø 5'-0"

REMOVE EXISTING STUD WALL REPLACE WITH POST & BEAM

19

211 NEW ADA DRINKING FOUNTAIN (SEE 2/A103 FOR INSTALLATION REQUIRMENTS)

219

A.H.U.

10

2

6

Administration

FINISHED ATTIC

Storage

22

2 A300

8'-8"

1

5

ø 5'-0"

Existing Classroom

NEW ADA RESTROOM (SEE 2/ A103 FOR DETAILS)

SHELVING

24

4"

7

91'-7 3/4"

REPLACE EXISTING HANDRAIL WITH 1 1/2" DIA. STEEL RAIL INSTALL VERTICAL 3/4" X 3/4" STEEL PICKETS STAIRS TO BE SAND BLASTED AND RECOATED STAIRS TO BE INSPECTED FOR STRUCTURAL INTEGRITY/ REPAIRED AS NECESSARY ALL REPAIRS ON STAIRS MUST BE IN ACCORDANCE W/ LSC 2012 TABLE 7.2.2.2.1.1(b) FOR EXISTING STAIRS

2

4"

217

4"

1

3'-0"

8 Administration

36'-0 1/4"

202

Restroom (ADA)

Classroom

4"

16

New Classroom

C.U.

14

KNEE WALL EXTEND TO RAFTERS

204

Restroom (ADA)

210

UNFINISHED STORAGE

1

CEILING HEIGHT > 5'

SHELVING

22

2

EXISITNG ROOFTOP CONDITIONING UNITS TO BE RELOCATED/REPLACED W/ PACKAGED UNIT (SEE MECHANICAL)

C.U.

C.U.

1

29

C.U.

1

2'-4"

2

C.U.

11'-0 1/4"

1 REPLACE EXISTING HANDRAIL WITH 1 1/2" DIA. STEEL RAIL INSTALL VERTICAL 3/4" X 3/4" STEEL PICKETS STAIRS TO BE SAND BLASTED AND RECOATED STAIRS TO BE INSPECTED FOR STRUCTURAL INTEGRITY/ REPAIRED AS NECESSARY ALL REPAIRS ON STAIRS MUST BE IN ACCORDANCE W/ LSC 2012 TABLE 7.2.2.2.1.1(b) FOR EXISTING STAIRS

DN

REMOVE EXISTING ROOFING AND REPLACE W/ FINISH FLOOR (SEE SECTION)

16 RELOCATED TO T.O. SHED ROOF FROM LEFT AND RIGHT BUILT UP ROOF. STRAPPING AND ANCHORING TO BE DETERMINED

11

Storage

NEW ADA DRINKING FOUNTAIN ( SEE 2/A103 FOR INSTALLATION REQUIRMENTS)

221

Existing Corridor

EXISTING THRU CORRIDOR

17

EXISTING PARTITION WALL

215

21

Existing Corridor 213

Existing Classroom 201

2

6"

2

214

2

91'-10"

REMOVE EXISTING ROOFING AND REPLACE W/ FINISH FLOOR (SEE SECTION)

4

21

2

2

24 DN

3

1

27

10

2

1

A.H.U.

Restroom

DN

18 4 Restroom 205

9'-0 1/4"

209

2

EXISTING AHU TO BE RELOCATED

1 4

3 Classroom

FINISHED ATTIC

1

206

Administration

CEILING HEIGHT > 5'

216

218 SHELVING

10'-3 1/2"

4"

SHELVING

2'-4"

Storage

KNEE WALL EXTEND TO RAFTERS

1 1

6

1 7

1

UNFINISHED STORAGE

24'-6 1/4"

UNFINISHED STORAGE

SHELVING

Second Floor (Proposed) 3/16" = 1'-0"

3'-3 1/4"

1

24" (610 mm) MIN. 27" MAX

CL

9" MIN.

TRANSFER SIDE

6" MAX.

15" min 48" min

42" (1065 mm) MIN.

36" (915 mm) MIN. WHEN WALL SPACE PERMITS

30" min

54" (1370 mm) MIN. 56" (1420 mm) MIN.

5" max

25" MAX.

12" (305 mm) MAX.

30" min

16" TO 18" (405 TO 455 mm)

48" min T h si Dra win g Pro du ce d b y th e U.S. Ac ce s s Bo ard

30" min

17"-25"

60" (1525 mm) MIN. T h Da is g in w r P u ce d ro y th b d e U A c .S s B e rd a o

PLAN--CLEARANCE

ADA DETAILS 2 3/8" = 1'-0"

SIDE WALL ELEVATION

REAR WALL ELEVATION

SPOUT HEIGHT & KNEE CLEARANCE

SPOUT LOCATION

FORWARD

PARALELL

Proposed Second Floor Plan: Revit

Section A: Revit

2 X 10 ROOF RIDGE

ROOF FINISH T.B.D. BY OWNER R-38 INSULATION

12" MATCH TO EXISTING

2 X 8 RAFTER @ 16" O.C.

2 X 6 COLLAR TIE @ 48" O.C.

(2) SIMPSON #HDU2.5A HURRICANE CLIPS INTALLED @ EACH RAFTER AS PER MANUF. SPECIFICATIONS

STUCCO FINISH TO MATCH EXISTING EL REY FASTWALL ONE COAT STUCCO OR EQUIVALENT MUST BE FIRE RETARDANT IN ACCORDANCE W/ ASTM E 119 OR ANSI/UL 263(REF. LSC 2012 8.2.3) AND ASTM E 136 1X SILL PLATE W/ COPPER FLASHING

2X10 C.J. W/ GYP. BOARD FINISH NOTE: ALL HEADERS TO BE FIRE RETARDANT IN ACCORDANCE W/ LSC 2012 8.2.3 AND MEET STANDARDS SET BY ASTM E 119, ASTM E 136 OR ANSI/UL 263 9'-0"

SEE STRUCTURAL FOR WALL FRAMING R-19 INSULATION

EXISTING MASONRY WALL W/ STUCCO FINISH REPLACE EXISTING HANDRAIL WITH 1 1/2" DIA. STEEL RAIL INSTALL VERTICAL 3/4" X 3/4" STEEL PICKETS STAIRS TO BE SAND BLASTED AND RECOATED STAIRS TO BE INSPECTED FOR STRUCTURAL INTEGRITY/ REPAIRED AS NECESSARY ALL REPAIRS ON STAIRS MUST BE IN ACCORDANCE W/ LSC 2012 TABLE 7.2.2.2.1.1(b) FOR EXISTING STAIRS

REPLACE EXISTING FRAMING (TO BE DETERMINED DURING DEMOLITION) W/ T.J.I. FLOOR JOIST @ 16" O.C.

EXISTING LOWER LEVEL (NO CHANGES PROPOSED)

CONT. STUD BEARING WALL ABOVE POST & BEAM ASSEMBLY

1/2" G.W.B. ATTACHED TO RAFTERS

1/2" G.W.B. ATTACHED TO RAFTERS 2X KNEE WALL EXTENDED UP TO RAFTERS W/ R-19 INSULATION

EXISTING POLYURETHANE R-42 FOAM INSULATION TRIMMED TO RAFTERS

2X KNEE WALL EXTENDED UP TO RAFTERS W/ R-19 INSULATION

EXISTING STUD BEARING WALL 5'-0"

5'-0"

EXISTING POLYURETHANE R-42 FOAM INSULATION TRIMMED TO RAFTERS 6 X 6 POST @ 15' O.C. TO REPLACE EXISTING STUD WALL (PLACEMENT DETERMINED AT TIME OF CONSTRUCION

EXISTING SPRINKERS IN ATTIC SPACE TO BE RECONFIGURED BY OTHERS

EXISTING GWB CEILING

9'-0"

12 X 6 HEADER

EXISTING LOWER LEVEL (NO PROPOSED CHANGES)

Section B: Revit

Competition: Re-Stitch Tampa (Graduate Studio I) Fall 2011 Tampa, Florida

Site Section: Illustrator, Photoshop

Riverside District: AutoCAD, Illustrator, Photoshop

Channel Side District: AutoCAD, Illustrator, Photoshop

Rendering Caley Park: Google Earth, Illustrator, Photoshop

Exterior Rendering: Google Maps, Revit, Photoshop

House Restoration D. Kaufman Construction 41st St. & MLK Jr Blvd.

Savannah, GA

Pergola Shop Drawings: Revit

EXISTING OVERHANG DOOR

2'-11 1/4"

1'-4"

7'-0"

3'-4"

7'-0"

1'-4"

6'-0"

4'-4"

6'-0"

8" THICK 3000 PSI CONC. SLAB REINF. W/ 6X6 10#10# WMF. OVER 6MIL. POLYTHENE VAPOR BARRIER

1'-10"

PIONEER 'C' SERIES MECHANICAL PIT LEVELER (OR EQUIVALENT) INSTALLED PER MANUFACTURER SPECIFICATIONS

FOOTING CONNECTED TO EXISTING CONC. SLAB

3'-4"

2'-0"

1'-10"

8" THICK 3000 PSI CONC. RETAINING WALL REINF. W/ #4 VERT. REBAR PLACED @ 24" O.C. EXTENDED INTO FOOTING & #4 HORI. CONT. REBAR PLACED @ 16" O.C. W/ 3" MIN. COVER

10 10 10

New Loading Bay Schilli Docks Port Wentworth, GA

CLEAN, DRY, COMPACTED, TERMITE TREATED EARTH FILL

3000 PSI CONC. FOOTING REINF. W/ (2) #4 REBAR CONT. CROSS W/ #4 RODS PLACED @ 24" O.C. W/ 3" MIN. COVER

3000 PSI CONC. FOOTING REINF. W/ (2) #4 REBAR CONT. CROSSED W/ #4 RODS @ 24" O.C. W/ 3" MIN. COVER & #4 VERT. RODS PLACED @ 24" OC.C

1'-4"

8"

10

CLEAN, DRY, COMPACTED, TERMITE TREATED EARTH FILL

10

1"

1'-0"

10 18" MIN.

3000 PSI CONC. FOOTING REINF. W/ (2) #4 REBAR CONT. CROSS W/ #4 RODS PLACED @ 24" O.C. W/ 3" MIN. COVER

8" THICK 3000 PSI CONC. SLAB RAMP SLOPED TO BUILDING REINF. W/ #4 REBAR PLACED EACH WAY @ 24" O.C. W/ 3" MIN. COVER

3'-6"

8" THICK 3000 PSI CONC. SLAB RAMP SLOPED TO BUILDING REINF. W/ #4 REBAR PLACED EACH WAY @ 24" O.C. W/ 3" MIN. COVER

2'-0"

8" THICK 3000 PSI CONC. RETAINING WALL REINF. W/ # 4 VERT. REBAR PLACED @ 24" O.C. EXTENDED INTO FOOTING & #4 HORI. CONT. REBAR PLACED @ 16" O.C. W/ 3" MIN. COVER

5'-8"

9'-0"

790CW OVERHEAD ROLLING STEEL DOOR OR EQUIVALENT CUSTOM BUILT TO BE INSTALLED AS SPECIFIED BY MANUFACTURER

10 10 2'-0" MIN.

3000 PSI CONC. FOOTING REINF. W/ (4) #4 REBAR CONT. CROSSED W/ #4 RODS @ 24" O.C. W/ 3" MIN. COVER & #4 VERT. RODS PLACED @ 24" O.C.

Insulated Concrete Foundation Detail: Revit, AutoCAD

Isometric Store Front Assembly and Welding Detail: Revit

STUD WALL 2X6 BOTTOM PLATE EXTERIOOR FINISH

5/8" ANCHOR BOLT (SEE HOLD DOWN PLAN FOR LOCATIONS)

WALL SHEATHING

2X6 P.T. SILL PLATE

RIM BOARD 1X BLOCKING

TRUSS SYSTEM DESIGNED BY OTHERS

COPPER FLASHING

1/4

TYP. REMOVE L-ANGLE FROM BOTH SIDE OF COLUMN AS NOTED IN H/S2.1 STEEL BLOCKING TO BRIDGE GAP

QUAD-LOCK TRACK

2" X 12" X 3/8" A36 STEEL PLATE WELDED TO COLUMN & TOP BEAM W/ 1/4" WELD (TYPICAL)

APPROX. GRADE

2" X 12" X 3/8" THICK A36 STEEL PLATE WELDED TO END COLUMN & EMBEDDED 12" INTO HORIZ. MEMBER, WELDED THRU PLUG HOLES (TYPICAL)

SPRAY FOAM INSULATION

REMOVE L-ANGLE FROM BOTH SIDE OF COLUMN AS NOTED IN H/S2.1 1/4" WELD AROUND PERIMETER OF MEMBER CONNECTION (TYPICAL)

9' - 0" MAX. HEIGHT

1/4

QUAD-LOCK INSULATED CONCRETE FOUNDATION TO BE INSTALLED BY CONTRACTOR AS PER DESIGN DRAWINGS FROM MANUFACTURER

TYP.

1 1/2" PLUG HOLE W/ FULL WELD (TYP.)

11 /2" 3/4" THICK BASE PLATE CUT FROM INSIDE OF FRAMING FASTENED W/ (2) 5/8" ANCHOR BOLTS (SEE A/S1.1) TYP.

EXPANSION JOINT

1/4

TYP.

1/4

MI N.

2"

4" THICK 3000 P.S.I. CONC. SLAB REINF. W/ 6X6X10/ #W.W.M. ON 6 MIL. POYLETHYLENE MOISTURE BARRIER ON CLEAN, DRY, TERMITE TREATED AND COMPACTED EARTH FILL

1'-4"

3000 PSI CONCRETE REINF. W/ (3) #5 RODS CONT. @ TOP OVERLAP END 40X DIA. W/ #5 CROSSED @ 24" O.C. & (5) #5 RODS CONT. @ BOTTOM OVERLAP END 40X DIA. W/ #5 REBAR CROSSED @ 16" O.C. W/ #5 VERTICAL REBAR @ 24" O.C. ALL W/ 3" MIN. COVER

TYP.

2" X 24" X 3/8" THICK A36 STEEL PLATE WELDED ONTO COLUMN , EMBEDDED 12" ON EACH SIDE INTO HORIZ. MEMBERS AND WELDED THRU PLUG HOLES (TYPICAL)

1'-0" 36" MIN

A New Residence for Mr. & Mrs. Yeager Willis Sinclair Homes Sheldon, SC

Hobby Lobby Store Front Hobby Lobby Savannah, GA

Copyright 2014 Š Rajiv Nicholas Bachan rajivbachan@gmail.com ALL RIGHTS RESERVED. This book contains material protected under International and Federal Copyright Laws and Treaties. Any unauthorized reprint or use of this material is prohibited. No part of this book may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, recording, or by any information storage and retrieval system without express written permission from the author.