HomeMy WebLinkAboutS11-13 - NVL 325 - 11 Sections 11-13H. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at homeMcKENZIECOLLECTION.COM4631 Lisborn Drive Carmel, IN 46033317.574.7617 PDate: 11-23-2021Plan number #210224Designed For:Will and Emily Turner* Seal all joints between dissimilar materials.
* Metal flashing installed to all applicable areas
* All building materials (including but not limited to metal flashing, vapor barriers, air/water resistant barriers, thru-wall
flashing, etc.) shall be lapped to shed water to the outside of the building envelope
* Ridge vents as per contractor/manufacturer specifications
* 30# Asphalt sat. felt
*7
16" Decking
* All edge of roofs at eaves, rakes, valleys, hips and breaks, covered in ice and water shield material or equal. As per
manufacturer specifications.
* Gutter and downspout locations and install specifications.
* Simpson seismic ties or equal to provide a positive connection between truss/rafters and the wall of the structure to
resist wind and seismic forces.
* Exterior metal drip cap, wall waterproofing and flashing install in all applicable areas with manufacturer specifications.
* Window/door waterproofing and flashing install in all applicable areas with manufacturer specifications.
* Flashing installed to wall/roof connections.
* Flashing installed at connections to two different masonry types. (ie. stone water-table with stone sill and brick above).
* Door flashing below the threshold.
* Flashing and water proofing top of chimney structure before installing chimney cap.
* Chimney exterior and interior metal flashing
* Baffle stop insulation installed properly, with correct R-factor.
* Low slope roofing material installed as per manufacturer specifications.
* Metal roofs to have ice and water shield material or equal, installed as per manufacturer specifications.
* Steel angle above windows, doors, and overhead doors to carry masonry as sized and installed as per contractor.
* Contractor shall determine appropriate ventilation of exterior eave and rake requirements as per roof assembly and finish materials.
GENERAL NOTES, AS PER CONTRACTOR
12
PITCH7
12
PITCH10
TRUSSES 24" o.c.
T.C. L.L. 30 PSF
T.C. D.L. 10 PSF
B.C. D.L. 10 PSF
B.C. L.L. 0 PSF
TOTAL 50 PSF
NOTE: TRUSS
DESIGN BY MFG.
12 FRAMING SECTION
2 CAR BAY GARAGE
2" RIGID
INSULATION
4'-0316" 13'-312" 13'-312" 1'-5"11'-01516"1'-1018" 12'-118"2'-0" DRAFT
STOP7'-7"2-PLYx91
4 LVL
HEADER
4" (MIN.)
GRAVEL FILL
4" CONC. SLAB
W/ 6x6 #10 WWF
TOP OF
TRUSS HEELHEIGHTTOP OF GARAGE
FOUNDATION
EXTERIOR WALL, ROOF
WATERPROOFING &
FLASHING AS PER CONTR.
SLOPED
STONE SILL12'-21116"COVERED OUTDOOR
DINING AREA
13 FRAMING SECTION
TRUSSES 24" o.c.
T.C. L.L. 30 PSF
T.C. D.L. 10 PSF
B.C. D.L. 10 PSF
B.C. L.L. 0 PSF
TOTAL 50 PSF
NOTE: TRUSS
DESIGN BY MFG.
MASTER BATH BAR
STORAGE AND MECHANICALS 4'-612"9'-912" 1'-434" 10'-118" 12
PITCH12
12
PITCH4
1'-5" 11'-014" 10'-2116" 12'-01116"1'-7" 3'-8116" 10'-2116"AIR SPACE
STONE VENEER
7/16" O.S.B. SHEATHING
ZIP WALL W/
TAPPED JOINTS
BRICK VENEER
10'-0"FOUNDATION WALL HEIGHT3'-438"HEELHEIGHT12'-01116"HEELHEIGHTEXTERIOR WALL, ROOF
WATERPROOFING &
FLASHING AS PER CONTR.
4" CROSS-0VER DRAIN THROUGH
FOOTING @ (1) LOCATION ON EACH
SIDE OF FOUNDATION TYP.
SLOPED
STONE SILL
3
4" T&G OSB
SUB. FL.
4" MIN.
GRAVEL FILL
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
3500 PSI
10" CONC. WALL w/ VERT.
#6 REBARS 36" o.c. & (4)
#4 HORZ. REBARS CONT.
(LAP 24" AS NECESSARY)
BLOWN INSUL.
R-50
TOP OF
TRUSS
1112"VERIFY @ SITE3'-512"8'-0"VERIFY @ SITE10" CONC. WALL w/ VERT.
#6 REBARS 36" o.c. & (4)
#4 HORZ. REBARS CONT.
(LAP 24" AS NECESSARY)
#3 DOWELS x 18 LONG
@ 36" o.c.
3 PLY"x16"
FLUSH LVL HDR.
w/JST HANGERS
MASTER BATH
2 CAR BAY GARAGE
HIS & HER MASTER
WALK IN CLOSET
WALK IN
SHOWER
STORAGE AND MECHANICALS
BEDROOM #2
BEDROOM #3CLOSET BATHROOM SHOWER
11 FRAMING SECTION
PLYWD.
HANGER
9'-7"634"
(4)
2
x
1
2
C
A
R
R
I
A
G
E
S
14 TREADS
@ 11" EA.=
12'-0" 16 RISERS@7316" EA.=5'-1012"
112"1'-434" 12'-10" 4'-312"
34" 9'-912" 1'-434" 16 JST @ 16" O.C. 10'-118" 9'-118"34" T&G OSB
SUB. FL.
3
4" T&G OSB
SUB. FL.
16 JST @ 16" O.C.
BLOWN INSUL.
R-50
W14x61# FLUSH
STEEL BEAM
W/JST. HANGERS
1'-412"9'-0"2X4
NAILER
8"
1'-012"15'-314" 7'-534" 15'-434" 312" 17'-912"
SEAT
CUT
SEAT
CUT
41316" 112" 4'-918" 6'-178"6'-7316" 13'-6716"12
PITCH 10
12
PITCH10
12
PITCH 314
2x
8
R
A
F
T
E
R
S
16
"
O
.
C.
2x8 RA
F
T
E
R
S
1
6
"
O.C.
2x8 JOIST 16" O.C.
14 JST @ 16" O.C.
2-PLYx91
4 LVL
HEADER
W12x19#
STEEL BEAM
2x12 'S 16" O.C.12
PITCH10
1138" 512" 2'-914"
SEAT
CUT
1'-412"7'-0" 3'-0"4" CROSS-0VER DRAIN THROUGH
FOOTING @ (1) LOCATION ON EACH
SIDE OF FOUNDATION TYP.
SLOPED
STONE SILL
4" MIN.
GRAVEL FILL
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
3500 PSI 8'-1134"10'-8316"TOP OF GARAGE
FOUNDATION
EXTERIOR WALL, ROOF
WATERPROOFING &
FLASHING AS PER CONTR.
TOP OF
RIDGE BEAM
11"
11SCALE: 1/4"=1'-0"ELEVATIONS 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 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"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."
01/04/22