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.