RAJIV NICHOLAS BACHANSAMPLE WORK
[email protected]@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
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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 [email protected]
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.
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