HomeMy WebLinkAboutA010.4 - SectionsDate: 12-03-2021Plan number #210817Designed For:Craig House llc.H. 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 By200 South 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 Design* 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.9'-118"1'-434"12'-118"1'-234"3
4" OSB
SUB. FL.
14" FL. JST @ 16" O.C.
W14x43# FLUSH STL.
BEAM W/JST. HANGERS
2x8 CLG. JST @ 16" O.C.
5 FRAMING SECTION
12
12PITCH
2-PLYx14
LVL HDR.
DINING AREACOVERED WALKWAY
BEDROOM #2LOUNGE AREAGUEST BEDROOM
10'-118"2x8 RAFTERS 16" O.C.2x8 RAFT
E
R
S 16" O.C.
34" OSB
SUB. FL.
16" FL. JST @ 16" O.C.
1'-6" 312"7'-212"7'-212" 312"11'-212" 334"7'-214" 7'-214" 3 34"1'-6"
SEAT
CUT
SEAT
CUT
SEAT
CUT
SEAT
CUT
W14x26# STL.BEAM
W/1
2"x81
2 STEEL PLATE WELDED
TO BOTTOM FLANGE WITH STIFFNERS
LOFT
1134"7'-1178"1'-512"312" 1'-3"
SEAT
CUT 10'-578"10'-134"2'-218"12
12 PITCH
2x6'S 16" O.C.INSUL. BAFFLE STOP
TOP OF
RIDGE BEAM
4'-0"POUREDCONCRETE WALL HEIGHT2X4
NAILERS
2x4'S @ 16" O.C.
12
12 PITCH
2x4'S @ 16" O.C.112"1516"SLOPESTEP2'-0"2'-0"KITCHEN
2'-112"
W14x26# STL.BEAM
W/1
2"x101
4 STEEL PLATE WELDED
TO BOTTOM FLANGE WITH STIFFNERS
GRAVEL FILL
12" INSUL.
BATTS R-38
11'-658"BOT. OF
LOOKOUTS8'-678"BOT. OF
LOOKOUTS
NOTE: EXTERIOR WALL, ROOF
FLASHING & WATERPROOFING AS
PER CONTR.
1'-4"1'-714"458"10'-778"7'-73 4"
BOT. OF
LOOKOUTS
5A
12
EAVE DETAILS
LAY BRICK UP AND AROUND
FRAMING VERIFY @ SITE
5B
12
EAVE DETAILS
STONE PAVERS
LAID ON 4" CONC. SLAB
W/ 6x6 #10 WWF
TOP OF
TRUSS
3 BAY GARAGE
TRUSSES 24" O.C.
T.C. L.L. 30PSF
T.C. D.L. 10PSF
B.C. D.L. 10PSF
B.C. L.L. 0PSF
TOTAL 50PSF
11'-538"212"1'-6" 8'-612" 2'-4 916" 15'-7" 3'-101516" 1'-6"1'-838"3'-101516"7'-912"2'-4916"7'-278"8'-612"12
12 PITCH
12
6PITCH
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL 2'-0"3-PLYx9 1
4
LVL. HDR.HEELHGT.HEELHGT.DRAFT STOP
AIR SPACE
BRICK VENEER
30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
12" INSUL.
BATTS R-38
1
2" EDGE
12
12 PITCH
7 FRAMING SECTION
24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
TOP OF MAIN
LEVEL SUB FL.11'-1"5'-218"BOT. OF
LOOKOUTS
BOT. OF
LOOKOUTS
8C
10
EAVE DETAILS
7A
11
EAVE DETAILS
OVERSIZE SINGLE
BAY GARAGE
FITNESS
1'-634"7'-8"6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL
VALET
3-PLYx14
LVL. HDR.8'-0"2'-0"11'-538"6'-818"1'-6" 312"
SEAT
CUT
1'-3"312"13'-0" 13'-0"
SEAT
CUT
2x8 R
A
F
T
E
R
S
1
6"
O.
C.11'-538" 8 FRAMING SECTION
14" FL. JST @ 16" O.C.
3
4" OSB
SUB. FL.
16" FL. JST @ 16" O.C.
12" INSUL.
BATTS R-38
34" OSB
SUB. FL.714"8'-278"834"8'-278"TOP OF
RIDGE BEAM
12'-118"1'-234"9'-912"BEDROOM #3 HALLWAY
12
7 PITCH
2'-0"FINISHED STORAGE
2-PLYx16
FLUSH
LVL HDR. W/ JST.
HANGERS
20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.8'-678"BOT. OF
LOOKOUTS
NOTE: EXTERIOR WALL, ROOF
FLASHING & WATERPROOFING AS
PER CONTR.2'-0"112"7'-0"8"5'-218"BOT. OF
LOOKOUTS 8'-678"BOT. OF
LOOKOUTS
1012" 1'-3"312" 1012"
SEAT
CUT
112"3-PLYx9 14LVL. HDR.
5'-6"12'-1012"
8B
11
EAVE DETAILS 8A
11
EAVE DETAILS
8C
11
EAVE DETAILS 10'-0"POURED CONCRETE WALL HEIGHT1'-434"12'-118"2-PLYx14
FLUSH
LVL HDR. W/ JST.
HANGERS
4" (MIN.)
GRAVEL FILL
1'-334"
2x6 R A FTERS
@ 16" O.C.2x6 R AFT
ERS 16" O.C.
2x6 CLG. JST @ 16" O.C.
2-PLYx14
LVL HDR.
TOP OF GARAGE
FOUNDATION
TOP OF MAIN
LEVEL SUB FL.1'-414"2'-0"10'-134"2'-218"4'-2"1'-512" 312"
3'-7"
SEAT
CUT
1'-512"312"
3'-7"
SEAT
CUT
334"STEPGRAVEL FILL
12
12PITCH
12
5PITCH
1'-6" 3" 3'-3"3'-3" 3" 1'-6"
SEAT
CUTSEAT
CUT
10'-778"9'-034"2'-558"1'-934"9'-1034"2-PLYx14
LVL HDR.
12 FRAMING SECTION 13 FRAMING SECTION 1'-934"1'-4"1'-4"
1'-4"1'-4"
12A
8
EAVE DETAILS 13A
8
EAVE DETAILS
HIDDEN LINES INDICATES
31 2"X312"X14" STL. COLUMN
STONE PAVERS
LAID ON 4" CONC. SLAB
W/ 6x6 #10 WWF
9 FRAMING SECTION
2-PLYx14
LVL HDR.
(4)
2
x
1
2
C
A
R
R
I
A
G
E
S
(4)
2x
1
2
C
A
R
R
I
A
G
E
S
2x10's
8'-314"
3 4"15'-0"
PLYWD.
HANGER
16'-10"
(4)
2x
1
2
C
A
R
R
I
A
G
E
S
4'-23 4" 34" 9'-2"4'-11 4" 34"8'-4"
PLYWD.
HANGER
PLYWD.
HANGER 11'-014"6'-5316"7'-01116"=18 TREADS@ 10" EA.
=10 TREADS@ 10" EA.=11 TREADS@ 10" EA.19 RISERS@7" EA.=11 RISERS@7116" EA.=12 RISERS@7116" EA.=4'-1114"12'-712"
4'-23 4"34"20'-314"PLYWD.
HANGER
HVAC/ STORAGE
CLUB ROOM 2'-138"1'-212" 312"
SEAT
CUT
1'-6" 312 "1'-6" 312"
SEAT
CUT
SEAT
CUT
1134"1134"12
12 PITCH
12
12 PITCH
12" INSUL.
BATTS R-38
LANDING
8'-43 4"8'-678"10'-0"9A
11
EAVE DETAILS
10SCALE: 1/4"=1'-0" FRAMING SECTIONS 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." 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 details06/29/22