RAJIV NICHOLAS BACHANSAMPLE WORK

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

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

Exterior Render: Revit, Photoshop

Floor Plan

Interior Render: Revit

Graphic Elevation: Revit, Photoshop

Exterior Render: Revit, Photoshop

Exterior Render: Revit, Photoshop

Exterior Render: Revit

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

Exterior Render: Revit, Photoshop

Interior Render 1: Revit, Photoshop

Interior Render 2: Revit, Photoshop

Exterior Render: Revit, Photoshop

Exterior Render: Revit, Photoshop

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

Zoning Plan: Revit, Illustrator Massing Diagram: Revit

Exterior Render: Revit, 3ds Max Design, Photoshop

Longitudinal Section: Revit

Conceptual DiagrammingDaylighting/ Air Circulation: Revit, Illustrator

Charleston HouseFundamentals III/ Electronic Design 425Spring 2009/ Spring 2010Charleston, SC

Exterior Render: Revit

Interior Render: Revit, 3ds Max Design

Interior Render: Revit, 3ds Max Design

First Floor Plan: Ink, Vellum

Second Floor Plan: Ink, Vellum

Third Floor Plan: Ink, Vellum

South Elevation: Ink, Vellum West Elevation: Ink, Vellum

Room Label Diagram: Revit

Exterior Render: Revit

Building Section: Ink, Vellum

Interior Render: Revit

H:\L

OG

O.jp

g

Auto Repair ShopElectronic Design 225

Winter 2009

Floor Plans: AutoCAD

Elevations: AutoCAD

NEW CLASSROOM

NEW CLASSROOM/ LAB

MECHANICALROOM

STORAGE ROOM

St. Andrew’s Classroom AdditionJT Turner ConstructionWilmington Island, Savannah GA

Scope:-Converting large storage area into two newclassrooms/ laboratory.-Partition wall between class room andmechanical room to be extended to roof deckand reconfigured as firewall.-Two new sinks added into laboratory area.Existing HVAC to be reducted to accommodateclassrooms.

Isometric Plan View: Revit

6-1/8"

System Description

System Performance2 HR FireUL Design No. U411 or U419(MEA 81-98-M)48 STC SoundBBN-770408

6-1/8"

System Description

System Performance2 HR FireUL Design No. U411 or U419(MEA 81-98-M)48 STC SoundBBN-770408

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

Steel Stud Partition (Non-loadbearing)

- 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

NON LOADBEARING 2 X 6STUDPARTITIONWALL TOEXTENT 12' -0" TO CEILING

468 SF

CLASSROOM2

OCC = 2320 NET

69 SF

STORAGE4

OCC = 1300 GROSS

253 SF

MECHANICAL3

OCC = 1300 GROSS

EXISTING PARTITION WALLTO BE FORTIFIED FOR FIRERATING & EXTENTED TOROOF DECK (SEE 2/A102 )

36'-0"

1'-2 1/2"

6'-0" 28'-9 1/2"

39'-4

"

1'-2" 3'-0" 3'-9" 6" 9'-4" 6" 17'-3" 6"

36'-0"

6"7'

-4"

6"6'

-10"

6"19

'-8"

3'-0

"6"

6"

39'-4

"

7'-5" 6"9'

-4"

6"

7'-5" 6" 9'-4" 6" 9'-4" 6" 7'-5"

8'-8

"6'

-0"

8'-6

"7'

-4"

6"2'

-2"

3'-0

"2'

-2"

NON LOADBEARING 2 X 6STUD PARTITIONWALL TO EXTENT12' - 0" TOCEILING

448 SF

LAB1

OCC = 2220 NET

1

5

3

4

58 SF

CORRIDOR5

2

GYMNASIUM

HAL

LWAY

HALLWAY

TOP OF EXISTING WALL

EXISTING 4" METAL STUD WALL

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

NEW FIRE RATED METAL STUDWALL ATTACHED TO TOP OF

EXISTING WALL & EXTENDING TOUPPER ROOF DECK

(2) 5/8" TYPE 'X' FIRE RATEDGYPSUM BOARD EACH SIDE

OF STUD WALL

SEE BELOW NOTE FOR ADDITIONAL DETAILS

LEGEND

EXISTING WALLS

NEW WALLS

EXISTING WALL ALTERED

COMMON PATH OF TRAVEL

MAXIMUM TRAVEL DISTANCE

TOTAL OCCUPANCY = 47

EXIT SIGN LOCATION

New Floor Plan: Revit

Gould Cottage AdditionThe Habersham SchoolSavannah, 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.

Exterior Rendering: Revit

DN

DN

2

2

2

2

2

2

DN

580 SF

Existing Classroom

201

468 SF

New Classroom

202

143 SF

Administration

203

48 SF

Restroom (ADA)

204

45 SF

Restroom

205

468 SF

Classroom

206

48 SF

Restroom (ADA)

208

45 SF

Restroom

209

142 SF

Administration

210

581 SF

Existing Classroom

211

469 SF

New Classroom

212

129 SF

Existing Corridor

213

129 SF

Existing Corridor

214

TRAVEL DISTANCE TO GROUND FLOOR EXIT 124' (MAX 200')

3020

580

2320

468

1100

143

3620

715

2320

468

1100

142

3020

581

2320

469

34 SF

Storage

216

78 SF

Administration

218

329 SF

Existing Corridor

215

715 SF

Classroom

217

44 SF

Storage

220

88 SF

Administration

219

KNEE WALLEXTEND TORAFTERS

KNEE WALLEXTEND TORAFTERS

UNFINISHEDSTORAGEUNFINISHED STORAGE

UNFINISHEDSTORAGE

UNFINISHEDSTORAGE

FINISHED ATTIC

FINISHED ATTIC

SHELVING

SHELVINGSHELVING

SHELVING

EXISITNG ROOFTOPCONDITIONING UNITSTO BE RELOCATED

5

4

98

76

3 1

1300

40

1300

44

1100

88

1100

78

ø 5'-0"

10

17 SF

Storage

221

1300

17

SHELVING

SHELVING

EXISTING PARTITION WALL

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

4,600 GSF

REPLACE EXISTING HANDRAILWITH 1 1/2" DIA. STEEL RAILINSTALL VERTICAL 3/4" X 3/4"STEEL PICKETSSTAIRS TO BE SAND BLASTEDAND RECOATEDSTAIRS TO BE INSPECTED FORSTRUCTURAL INTEGRITY/REPAIRED AS NECESSARYALL REPAIRS ON STAIRS MUSTBE IN ACCORDANCE W/ LSC2012 TABLE 7.2.2.2.1.1(b) FOREXISTING STAIRS

TRAVEL DISTANCE 30' (MAX 200')TRAVEL D

ISTA

NCE 30' (M

AX 200')

14 1500

23 23

140140

10623

10623

REPLACE EXISTING HANDRAILWITH 1 1/2" DIA. STEEL RAIL

INSTALL VERTICAL 3/4" X3/4" STEEL PICKETS

STAIRS TO BE SANDBLASTED AND RECOATEDSTAIRS TO BE INSPECTED

FOR STRUCTURAL INTEGRITY/REPAIRED AS NECESSARY

ALL REPAIRS ON STAIRSMUST BE IN ACCORDANCE

W/ LSC 2012 TABLE7.2.2.2.1.1(b) FOR EXISTING

STAIRS

LIFE SAFETY LEGENDCAPACITY PER LSC 7.12.2.3.2

EGRESS CAPACITY

STAIR = .3"/PERSONLEVEL = .2"/PERSON36" W DOOR = 34" CL. 30" W DOOR = 28" CL.TOTAL CAPACITY = 170

NUMBER OF EXITS PER IBC 1015.1 & LSC7.4.1.2OCUPANCY 397 = 2 EXITS REQUIRED (6 ACTUAL)

ACTUAL EGRESS COUNT AT EXIT

OCCUPANCY PER IBC 1004.1 & LSC 7.3.1.2TOTAL OCCUPANCYSF/OCCUPANT PER LSC TABLE 7.3.1.2NET OR GROSS SF OF SPACE

EXITS SIGNS PER IBC 1011EXIT SIGNAGE (SHADING SHOWN INDICATES FACE OF SIGN, ARROW INDICATES DIRECTION))

ALLOWABLE DISTANCE PER LSC 28.2.6.2TRAVEL PATH & DISTANCE (200FT. MAX)

PRIMARY PATH OF EGRESS FROM SPACE

GENERAL DATAOCCUPANCY CLASSIFICATIONEDUCATION - E (IBC 303.1)

DESCRIPTION:Existing 2-story, 11, 010 G.S.F. building constructed of solidbrick exterior walls with wood framed interior structure currentlyused as a K-12 private school.

TYPE OF CONSTRUCTIONTYPE IIIB - FULLY SPRINKLED (IBC TABLE 602)

SEISMIC ZONEUSE GROUP II DESIGN CATEGORY C

CALCULATED OCCUPANCY LOADSOCCUPANCY COUNTS:GROUND FLOOR= 2262ND FLOOR = 170BASEMENT = 1TOTAL = 397

PLUMBING FIXTURE COUNT PER IBC TABLE 2902.1TOTAL OCCUPANCY = 385/2 = 193 MALES/ 193 FEMALES

MALE FEMALE UNISEXREQ. ACT. REQ. ACT.

W/C (M/50 F/50) 4 4 4 4 3LAV (M/200 F/200) 4 4 4 4 3D.F. (M+F/500) REQ. = 1 ACTUAL = 4

00

00

0000

00

PROPOSED SECOND FLOOR

Life Safety Plan: Revit

DN

DN

2

2

2

2

2

2

DN

Existing Classroom

201

New Classroom

202

Administration

203

Restroom (ADA)

204

Restroom

205

Classroom

206

Restroom (ADA)

208

Restroom

209

Administration

210

Existing Classroom

211

New Classroom

212

Existing Corridor

213Existing Corridor

214

REMOVE EXISTINGROOFING ANDREPLACE W/

FINISH FLOOR(SEE SECTION)

REMOVE EXISTINGROOFING ANDREPLACE W/

FINISH FLOOR(SEE SECTION)

9'-11 1/2" 102'-1" 10'-1 3/4"

REMOVE EXISTING STUDWALL REPLACE WITHPOST & BEAM

KNEE WALL EXTEND TORAFTERS

KNEE WALLEXTEND TORAFTERS

Existing Corridor

215

4"2'

-4"

9'-0

1/4

"

6"

6'-2

"

6"

12'-5

3/4

"2'

-4"

4"

UNFINISHEDSTORAGE

UNFINISHEDSTORAGE

UNFINISHEDSTORAGE UNFINISHED STORAGE

FINISHED ATTIC

FINISHED ATTIC

Storage

216SHELVING

SHELVING

Classroom

217

EXISTING AHUTO BE

RELOCATED

Administration

218

Administration

219

Storage

220

EXISITNG ROOFTOPCONDITIONING UNITS TOBERELOCATED/REPLACED W/PACKAGED UNIT (SEEMECHANICAL)

C.U.

C.U.

C.U.

C.U.

EXISITNG ROOFTOPCONDITIONING UNITS TO

BE RELOCATED/REPLACEDW/ PACKAGED UNIT (SEE

MECHANICAL)

4

3 1

5

8 9

6 7

3

4

6 8 10

11

12 14

16

17 19 21

22

24

1A300

A.H.U.

A.H.U.

A.H.U.

2A300

6

5

9

4

32

1

10

7

8

C.U.C.U.C.U.C.U.

RELOCATED TO T.O. SHED ROOFFROM LEFT AND RIGHT BUILT UPROOF. STRAPPING AND ANCHORINGTO BE DETERMINED

Storage

221

10'-3 1/2"

11'-0 1/4"

ø 5'-0" ø 5'-0"

NEW ADA DRINKING FOUNTAIN ( SEE 2/A103FOR INSTALLATION REQUIRMENTS)

NEW ADA DRINKING FOUNTAIN (SEE 2/A103FOR INSTALLATION REQUIRMENTS)

10

4"

12'-6 1/4"

4"

3'-0"

4"

16'-10 1/4"

4"

8'-8"

29

1

1 1

11

1

1

1 1

1

1

2

2

22

2

2

146'-8"

91'-7

3/4

"

3'-3

1/4

"24

'-6 1

/4"

36'-0

1/4

"24

'-6 1

/4"

3'-3

1/2

"

24'-6 1/2"12'-4"26'-2 3/4"20'-7"28'-6"24'-6"

91'-1

0"

24

23

16

19

17

18

21

22

1

1

NEW ADA RESTROOM(SEE 2/ A103 FOR

DETAILS)

NEW ADA RESTROOM(SEE 2/ A103 FORDETAILS)

13

21112

EXISTING THRU CORRIDOR EXISTING PARTITION WALL

SHELVINGSHELVING

SHELVING SHELVINGSHELVING

25

CEILING HEIGHT > 5'

CEILING HEIGHT > 5'

26

27

REPLACE EXISTING HANDRAIL WITH 1 1/2" DIA. STEELRAILINSTALL VERTICAL 3/4" X 3/4" STEEL PICKETSSTAIRS TO BE SAND BLASTED AND RECOATEDSTAIRS TO BE INSPECTED FOR STRUCTURALINTEGRITY/ REPAIRED AS NECESSARYALL REPAIRS ON STAIRS MUST BE IN ACCORDANCE W/LSC 2012 TABLE 7.2.2.2.1.1(b) FOR EXISTING STAIRS

REPLACE EXISTING HANDRAIL WITH 11/2" DIA. STEEL RAIL

INSTALL VERTICAL 3/4" X 3/4" STEELPICKETS

STAIRS TO BE SAND BLASTED ANDRECOATED

STAIRS TO BE INSPECTED FORSTRUCTURAL INTEGRITY/ REPAIRED AS

NECESSARYALL REPAIRS ON STAIRS MUST BE IN

ACCORDANCE W/ LSC 2012 TABLE7.2.2.2.1.1(b) FOR EXISTING STAIRS

54" (1370 mm) MIN.

42" (1065 mm) MIN.

12" (305 mm) MAX.

SIDE WALL ELEVATION REAR WALL ELEVATION

60" (1525 mm) MIN.

PLAN--CLEARANCE

56" (

1420 m

m) M

IN.

16" TO 18" (405 TO 455 mm)

CL

24" (610 mm) MIN.

TRANSFERSIDE

36" (915 mm) MIN.WHEN WALL SPACEPERMITS

SPOUT HEIGHT & KNEE CLEARANCET his D rawing Produ ced by the U.S. A ccess Board

17"-25"

30" m

in

SPOUT LOCATION

Th is Dra win g Pro du ce d b y th e U.S. Ac ce s s Bo ard

5" max 15" min

30" min

48" min

30" m

in

48" m

in

FORWARD PARALELL

27" M

AX9

" MIN

.

25" MAX.

6" MAX.

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

3/8" = 1'-0"2 ADA DETAILSProposed Second Floor Plan: Revit

5'-0"

5'-0"

EXISTING STUDBEARING WALL

EXISTING POLYURETHANER-42 FOAM INSULATIONTRIMMED TO RAFTERS

1/2" G.W.B.ATTACHED TORAFTERS

12 X 6 HEADER

6 X 6 POST @ 15' O.C. TOREPLACE EXISTING STUD WALL(PLACEMENT DETERMINED AT

TIME OF CONSTRUCION

EXISTING LOWER LEVEL(NO PROPOSED

CHANGES)

CONT. STUD BEARING WALLABOVE POST & BEAMASSEMBLY

9'-0"

EXISTING SPRINKERS INATTIC SPACE TO BERECONFIGURED BY

OTHERS

2X KNEE WALLEXTENDED UP TORAFTERS W/ R-19INSULATION

2X KNEE WALLEXTENDED UP TORAFTERS W/ R-19

INSULATION

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

RAFTERS

EXISTING GWB CEILING

EXISTING POLYURETHANER-42 FOAM INSULATION

TRIMMED TO RAFTERS

EXISTING MASONRYWALL W/ STUCCOFINISH

ROOF FINISH T.B.D. BY OWNER

R-38 INSULATION

2 X 8 RAFTER @ 16" O.C.

2 X 10 ROOF RIDGE

2X10 C.J. W/ GYP. BOARD FINISH

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

R-19 INSULATION

REPLACE EXISTING FRAMING (TOBE DETERMINED DURINGDEMOLITION) W/ T.J.I. FLOORJOIST @ 16" O.C.

(2) SIMPSON #HDU2.5AHURRICANE CLIPS

INTALLED @ EACH RAFTERAS PER MANUF.SPECIFICATIONS

EXISTING LOWER LEVEL(NO CHANGESPROPOSED)

12"

MATCH TO EXISTING

1X SILL PLATE W/ COPPER FLASHING

STUCCO FINISH TO MATCH EXISTINGEL REY FASTWALL ONE COAT STUCCO OR

EQUIVALENT MUST BE FIRE RETARDANT IN ACCORDANCE W/

ASTM E 119 OR ANSI/UL 263(REF. LSC 20128.2.3) AND ASTM E 136

9'-0

"

SEE STRUCTURAL FORWALL FRAMING

NOTE:ALL HEADERS TO BE FIRE RETARDANT INACCORDANCE W/ LSC 2012 8.2.3 ANDMEET STANDARDS SET BY ASTM E 119,

ASTM E 136 OR ANSI/UL 263

REPLACE EXISTING HANDRAIL WITH 1 1/2"DIA. STEEL RAIL

INSTALL VERTICAL 3/4" X 3/4" STEELPICKETS

STAIRS TO BE SAND BLASTED ANDRECOATED

STAIRS TO BE INSPECTED FORSTRUCTURAL INTEGRITY/ REPAIRED AS

NECESSARYALL REPAIRS ON STAIRS MUST BE IN

ACCORDANCE W/ LSC 2012 TABLE7.2.2.2.1.1(b) FOR EXISTING STAIRS

Section B: Revit

Section A: Revit

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

Site Section: Illustrator, Photoshop

Riverside District: AutoCAD, Illustrator, Photoshop Channel Side District: AutoCAD, Illustrator, Photoshop

Rendering Caley Park: Google Earth, Illustrator, Photoshop

House RestorationD. Kaufman Construction41st St. & MLK Jr Blvd.Savannah, GA

Exterior Rendering: Google Maps, Revit, Photoshop

Pergola Shop Drawings: Revit

New Loading BaySchilli DocksPort Wentworth, GA

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

2'-0" MIN.

1" 1'-0"

PIONEER 'C' SERIESMECHANICAL PIT LEVELER (OREQUIVALENT) INSTALLED PERMANUFACTURERSPECIFICATIONS

CLEAN, DRY,COMPACTED, TERMITETREATED EARTH FILL

790CW OVERHEAD ROLLING STEELDOOR OR EQUIVALENT CUSTOMBUILT TO BE INSTALLED ASSPECIFIED BY MANUFACTURER

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

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

FOOTING CONNECTEDTO EXISTING CONC.SLAB

10

101'-4" 8"

3'-4

" 10

10

10

10

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

18" M

IN.

5'-8

"

3'-6

"

10

10

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

CLEAN, DRY,COMPACTED,TERMITE TREATEDEARTH FILL

3000 PSI CONC. FOOTINGREINF. W/ (2) #4 REBARCONT. CROSS W/ #4 RODSPLACED @ 24" O.C. W/ 3"MIN. COVER

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

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

3000 PSI CONC. FOOTINGREINF. W/ (2) #4 REBARCONT. CROSS W/ #4 RODSPLACED @ 24" O.C. W/ 3" MIN.COVER

9'-0

"

1'-4"7'-0"3'-4"7'-0"1'-4"2'-11 1/4"

1'-10"6'-0"4'-4"6'-0"1'-10"

2'-0

"

2'-0

"

EXISTING OVERHANG DOOR

36" MIN

3000 PSI CONCRETE REINF. W/(3) #5 RODS CONT. @ TOP

OVERLAP END 40X DIA. W/ #5CROSSED @ 24" O.C. & (5) #5

RODS CONT. @ BOTTOMOVERLAP END 40X DIA. W/ #5

REBAR CROSSED @ 16" O.C. W/#5 VERTICAL REBAR @ 24" O.C.

ALL W/ 3" MIN. COVER

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

QUAD-LOCK INSULATEDCONCRETE FOUNDATION TO BEINSTALLED BY CONTRACTOR ASPER DESIGN DRAWINGS FROM

MANUFACTURER

EXPANSION JOINT

APPROX. GRADE

RIM BOARD

1X BLOCKING

COPPER FLASHING

QUAD-LOCK TRACK

SPRAY FOAM INSULATION

2X6 P.T. SILLPLATE

5/8" ANCHOR BOLT (SEEHOLD DOWN PLAN FORLOCATIONS)WALL SHEATHING

EXTERIOOR FINISH

STUD WALL

2X6 BOTTOM PLATE

9' -

0" M

AX.

HEI

GHT

1'-4

"

1'-0"

TRUSS SYSTEMDESIGNED BY OTHERS

A New Residence for Mr. & Mrs. YeagerWillis Sinclair HomesSheldon, SC

Hobby Lobby Store FrontHobby LobbySavannah, GA

Insulated Concrete Foundation Detail: Revit, AutoCAD Isometric Store Front Assembly and Welding Detail: Revit

2"

1 1/2" MIN.

REMOVE L-ANGLE FROM BOTH SIDEOF COLUMN AS NOTED IN H/S2.1

REMOVE L-ANGLE FROM BOTH SIDE OFCOLUMN AS NOTED IN H/S2.1

2" X 24" X 3/8" THICK A36 STEEL PLATEWELDED ONTO COLUMN , EMBEDDED12" ON EACH SIDE INTO HORIZ.MEMBERS AND WELDED THRU PLUGHOLES (TYPICAL)

2" X 12" X 3/8" A36 STEEL PLATEWELDED TO COLUMN & TOP BEAMW/ 1/4" WELD (TYPICAL)

STEEL BLOCKING TO BRIDGE GAP

3/4" THICK BASE PLATE CUT FROM INSIDE OFFRAMING FASTENED W/ (2) 5/8" ANCHORBOLTS (SEE A/S1.1) TYP.

2" X 12" X 3/8" THICK A36 STEEL PLATEWELDED TO END COLUMN & EMBEDDED12" INTO HORIZ. MEMBER, WELDED THRUPLUG HOLES (TYPICAL)

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

1/4" WELD AROUND PERIMETER OFMEMBER CONNECTION (TYPICAL)

1/4TYP.

1/4TYP.

1/4 TYP.

1/4 TYP.

Copyright 2014 © Rajiv Nicholas Bachanrajivbachan@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.