HomeMy WebLinkAboutS201 - 241FAELEVATOR
RAILING
DOWN TRANSOM ABOVEW.C.
L.
WALK IN
CLOSET
LINEN CLOSET
L.
L.
W.C.
BATHROOM
WALK-IN
CLOSET WALK-IN CLOSET
BATHTOWELS STORAGE
BEDROOM #4
SHOWER
SHOWER
HANGROD5'1" WALL HGT.
8'0" CEILING LINE
8'0" CEILING LINE
5'1" WALL HGT.HANGROD SHELVES
HANGROD SHELVES
WINDOW SEATWINDOW SEAT
TOW
E
L
SLOW PITCHSLOPED ROOFOPEN TO SCREENED
PORCH BELOW
SLOPEDCEILINGSLOPEDCEILING16'0" FLAT CEILING
BEDROOM #3BEDROOM #2
GALLERY HALL
ATTIC SPACE
WALK-IN
CLOSET
SHELVES
HANGRODHANGROD8'0" CEILING LINE3'10" WALL HGT.STORAGE HANDRAIL9'0" CEILING HGT.
8'0" CEILING HGT.8'0" CEILING HGT.
8'0" CEILING HGT.
8'0" CEILING HGT.
8'0" CEILING HGT.8'-2"TRANSOMGALLERY HALL
BELOW
ENTRY FOYER
BELOW
OPEN BEAMS
OPEN BEAMS
5'1" WALL HGT.
8'0" CEILING
LINE
3'0"x6'8"
PAIR DOORS 3'0"x6'8"3'0"x
6
'
8
"3'0"x6'8
"3'0"x6'8
"
3'0"x
6
'
8
"3'
0
"x6
'8
"
3'0"x
6
'
8
"3'0"x6'8"3'0"x6'8"3'0"x6'8"3'0
"x6
'8"
1'6
"x6'8"2'6"x6'8"PKT. DR.3'0
"
x6
'8"
2'8 "x6'8"
2'8"x6'8"
PKT. DR.2'6"x6'8
"
8'0" CEILING HGT.
8
11
1
8
2
9
1
8
2
9
3
8
10
4
5
10
5
10
7
10
7
10
11
8
9
11
13'-0"13'-0"26'-0"FACE OF
SHEATHING
BELOW
FACE OF
SHEATHING
BELOW
FACE OF
SHEATHING
BELOW
5'-0" 5'-0" 5'-91116" 5'-0"5'-0" 5'-0" 5'-0"
1'-8516" 10'-0"11'-738"10'-0"1'-8516" 8'-712" 10'-0" 18'-038"
14'-412" 18'-312" 35'-0"36'-778"6'-334"5'-334"11'-712"12'-412"3'-0"FLUSH 2-PLYx914LVL HDR.6" 23'-212" 3 12" 4'-118" 312" 10'-61316" 3 12" 4'-1 18" 312" 35'-9" 312" 6'-0" 4" 18'-378"
312" 10'-10" 312" 7'-1" 312" 12'-458" 312" 8'-734" 3 12" 12'-458" 512" 7'-4 12" 312"12'-0"312" 6'-7"312"9'-412 "6" 6'-8"312"12'-1"312"6'-8"11'-012"512"7'-3"312"11"12'-1"FACE OF
SHEATHING
BELOW
10'-1012"312"6'-1"312"4'-1"312"1'-812"312"5'-3"2'-3"312"4'-1"312" 5'-1" 312" 2'-818" 312" 7'-6" 312" 4'-1" 312" 7'-1138"512" 5'-2" 312"
6" 1'-8"3'-8"15'-7"312"9'-712"512"21'-012"15'-1"6"2'-1112"312"5'-1138"512"3'-4"312"3'-558"312"6'-1"6"4'-1"312"9'-118"3'-734" 312" 4'-812"
5'-0"312"3'-414"UDH3220UDH3230-2
UDH3230-2UDH3230-2
UCA2428UCA2848-3712"17'-412"6"12'-834"1'-734"6"6" 7'-7" 6" 5'-6"5'-6" FACE OF
SHEATHING
BELOW
512"1'-1012"312"3 '0"x6'
8
"
1'-8516" 9'-0" 1'-8516"
1'-8516"9'-0" 1'-8516"1'-8"512"4'-712"312"2436 OVAL8'-8"8'-8"17'-4"2'-0"2'-0"CURB6"812"7'-512"
UDH2424-4
4'-912" 4'-912"
9'-7"
10
4
3
8
2-PLYx9 1
4 FLUSH
LVL HDR.
5'-91116" 1'-8"1'-8"WINDOW SEAT
UDH3230-2 6'-512"9'-0" 6"
VERIFY TRANSOM DIMENSION
WITH WINDOW SUPPLIER12'-314"512"8'0" CEILING HEIGHT UNLESS OTHERWISE NOTED.
SECOND LEVEL FLOOR PLAN SYSTEM - 50LBS. P.S.F. TOTAL FLOOR LOAD
2. GENERAL NOTES
BEARING WALLS
1. MATERIALS LEGEND - NEW CONSTRUCTION
CONSTRUCTION LEGEND
FRAME WALLS
BRICK VENEER
2x10 BLOCKING
FLUSH w/ INSIDE
FACE OF STUDS
8"
4. WINDOW/DOOR HEAD FRAMING DETAIL (TYP.)6"INTERIOR DIMENSIONS TO FACE OF STUD WALLS
EXTERIOR DIMENSIONS TO FACE OF SHEATHING
3. DIMENSION NOTES
LVL HEADER (VERIFY
SIZING w/ LUMBER
MANUFACTURER)Date: 06-15-2021Plan number #210113Designed For:Jim & Chris ThomasH. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comGARY NANCE DESIGNArchitecturalConcepts By200South Rangeline Rd. Suite 214 Carmel, IN 46032317.710.0939gnance@garynancedesign.com garynancedesign.comThese design concepts are the property of Gary Nance Designand may not be used without approval from Gary Nance DesignSCALE: 1/4"=1'-0"SECOND LEVEL FLOOR PLAN "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." 4Drawings & 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 building codes.H.G. McCullough Designers Inc. is not liable for, nor does it guarantee or controlcontractor or subcontractor's performance, nor their errors or omission. Customersshould have qualified engineer or architect review construction detailsSHEET NUMBER
06/29/22