HomeMy WebLinkAboutMain Structural10'0"x8'0" OVERHD. DR.10'0"x8'0" OVERHD. DR.10'0"x8'0" OVERHD. DR.10'0"x8'0" OVERHD. DR. 10'0"x8'0" OVERHD. DR. 10'0"x8'0" OVERHD. DR.2" MINIMUM SLOPEDCONCRETE SLAB2" MINIMUM SLOPED
CONCRETE SLAB
THREE BAY GARAGE
THREE BAY GARAGE
ENTRY
UP
15 RISERS
LANDING
4 PLY SOLID
BLOCKING
4 PLY SOLID
BLOCKING
4 PLY SOLID
BLOCKING
4 PLY SOLID
BLOCKING
4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING4 PLY SOLIDBLOCKING3'0
"x6
'8
"3'0"x6'8"UP16 RISERSELEVATOR
W.C.
W/H
FURNACE
DOG
WASH
L.
BATHROOM2'8
"x6
'8
"
3'0"x
6'
8"
HALF WALL
HALF WALL 16 FLOORJOIST DIRECTION16 FLOORJOIST DIRECTION16 FLOOR
JOIST DIRECTION
16 FLOOR
JOIST DIRECTION
16 FLOOR
JOIST DIRECTION2-PLYx16FLUSH LVL HDR.W/JST. HANGERS3'0
"x6
'8
"3'0"x6'8"3'0
"x6
'8
"2-PLYx16FLUSH LVL HDR.W/JST. HANGERSCX25CX25 CX25CX15-3 CX15-31
1
7
7
2
2
7
7
7
3
7
4
7
3
7
4
8'-81
8" 43'-107
8"19'-5"
72'-0"7'-9"12'-518"12'-3" 38'-3"70'-818"13'-0"13'-0" 26'-0"6"16'-41
4" 51
2" 4'-73
4" 51
2" 4'-83
4" 312 " 6'-51
4" 512"37'-2" 6"
6"10'-73
4"51
2" 4'-312" 312" 10'-73
4" 6"
1'-112"
3'-1012"2'-634" 6"6'-1134"512" 5'-334" 312" 7'-7"312"4'-1"6" 512"3'-1034" 51 2" 12'-71 4" 51 2 "5'-134"7'-1516" 312" 11'-3316"8'-1"11'-4"11'-4"13'-11" 2'-412"2'-712" 7'-3"6'-1" 6'-2" 6'-2" 6'-318"7'-9"5'-0" 13'-4" 12'-4" 14'-018"13'-0"8'-8316"
26'-0" 2'-8"
1'-4" 44'-8"2-PLYx16FLUSH LVL HDR.W/JST. HANGERS2-PLYx16FLUSH LVL HDR.W/JST. HANGERS2-PLYx16
FLUSH LVL HDR.
W/JST. HANGERS
2-PLYx16
FLUSH LVL HDR.
W/JST. HANGERS
10'0"x8'0" OVERHD. DR.2-PLYx16FLUSH LVL HDR.W/JST. HANGERSSTEP
STEP 3'-734" 31 2" 3'-734"4'-7"
LANDING
LANDING
3'-8"5-B
6
5-A
6
STEP
3'0
"
x
6
'
8
"
4'-31316"
3. GENERAL NOTES
* 8'11" CEILING HEIGHT UNLESS
OTHERWISE NOTED
* POCKET DOORS:
TRIPLE 2x12 HDR. W/ 12" PLYWD. GUSSETS
2 PLY SOLID BLK'G. BOTH SIDES (TYP.)
* DIMENSIONS ON STRUCTURAL SHEET
TO FACE OF DRYWALL
2X10 BLOCKING
FLUSH W/ INSIDE
FACE OF STUDS
8"
SCALE: 1/2"=1'-0"
4. WINDOW/DOOR HEAD
FRAMING DETAIL (TYP.)6"BEARING WALLS
2. MATERIALS LEGEND
CONSTRUCTION LEGEND
FRAME WALLS
1. AREA LEGEND
MAIN LEVEL: 3073 SQ. FT.
MAIN LEVEL
SECOND LEVEL
2258 SQ. FT.SECOND LEVEL:
BRICK VENEER
* MAIN LEVEL FLOOR JOIST SYSTEM
60 LBS. P.S.F. TOTAL FLOOR LOAD
* PROVIDE SOLID BLK'G. BETWEEN FLOORS UNDER
ALL BEARING WALLS AND COLUMNS ABOVE
CONSTRUCTION NOTES
* INTERIOR DIMENSIONS TO
FACE OF STUD WALLS
* EXTERIOR DIMENSIONS TO FACE
OF SHEATHING
1. GENERAL NOTES
* ALL WALLS ALIGNED WITH FLOOR JOIST
DIRECTION TO HAVE FLOOR JOIST BELOW THEM
* VERIFY WINDOWS w/ OWNER/CONTRACTOR.
ANDERSEN WINDOWS SHOWN, VERIFY WINDOW
NUMBERS AND SIZING WITH WINDOW MANUFACTURER
AFTER THIS IS COMPLETE, PLEASE PROVIDE
H.G. McCULLOUGH DESIGNERS WITH A WINDOW LIST
* FLOOR JOIST MANUFACTURERS ARE TO SUPPLY
H.G. McCULLOUGH DESIGNERS WITH ALL NECESSARY
FLOOR FRAMING PLANS, INCLUDING MAIN LEVEL, SECOND
LEVEL AND ROOF PLAN. H.G. McCULLOUGH DESIGNERS IS
TO BE NOTIFIED DURING THE FLOOR FRAMING DESIGN
PROCESS IF IT DEVIATES FROM THE ORIGINAL PLAN, AND
REVIEW THE CHANGES WITH ONE ANOTHER.
LVL HEADER (VERIFY
SIZING w/ LUMBER
MANUFACTURER)Date: 12-18-19Plan number # 191020Designed For:KohliDESIGNED BY:Drawings & blueprints are intended solely as a plan layout& basis for materialestimate. H.G. McCullough Designers Inc. assumes no responsibility for structuralor material adequacy of drawings nor for compliance with appropriate buildingcodes. H.G. McCullough Designers Inc. is not liable for, nor does it guarantee orcontrol contractor or subcontractor's performance, nor their errors or omission.Customers should have qualified engineer or architect review construction detailsSCALE: 1/4"=1'-0" MAIN LEVEL FLOOR PLAN 2 1 4 6 G L E N V I E W D R .E V A N S V I L L E , I N 4 7 7 2 0T e le p h o n e 8 1 2 - 4 2 8 - 0 1 7 4E m a il d e s ig n e r s @ h g m c c u llo u g h .c o mw w w .h g m c c u llo u g h .c o mH. G. McCULLOUGH DESIGNERS , Inc .SHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproduction
of this work, its technical aspects or creative content without the express written consent
of H. G. McCullough Designers, Inc. This work is fully protected by copyright under
U.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." 2
04/15/20
Adam Schriner