HomeMy WebLinkAboutA010.5 - 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.
POOL CABANA
11 FRAMING SECTION
DRAFT STOP
2x10
RAF
T
E
R
S
1
6"
O .C.
ASPHALT SHINGLES
30# ASPHALT SAT. FELT
716" DECKING
14" FL. JST @ 16" O.C.
3
4" OSB
SUB. FL.
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
GRAVEL FILL
WRAP WASH GRAVEL BACKFILL
w/LANDSCAPE FELT MAT'L.
24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
4" DIA. PERF
PIPE w/SOCK
FULL THK FRICTION
FIT FIBERGL INSUL.
BIBS R-13
2x6 STUDS
16" O.C. w/
1
2" DRYWALL
1'-6" 512"13'-3116"6'-111116"8'-1" 1'-6" 512 "8'-1"
SEAT
CUT
SEAT
CUT
1'-234"4'-112"2x4 JST @ 16" O.C.12'-238"BOT. OF
LOOKOUT
134" X 14"
RIDGE BEAM
TOP OF
RIDGE BEAM
INSUL. BAFFLE STOP
12
9 PITCH
11A
11
EAVE DETAILS
BATHROOMGUEST SUITE #2
3-PLYx14
LVL HDR.
10 FRAMING SECTION 4'-0"POUREDCONCRETE WALL HEIGHT6'-11716"1'-738"10'-118"1'-234"1'-6" 312"11'-1" 11'-1"312" 1'-6"
SEAT
CUT
SEAT
CUT
2x8 CLG. JST @ 16" O.C.
2x8 R
A
F
T
E
R
S
16" O.C.
TOP OF
RIDGE BEAM
12
7 PITCH
12" INSUL.
BATTS R-38
14" FL. JST @ 16" O.C.
3
4" OSB
SUB. FL.
134" X 1178"
RIDGE BEAM
2x4 BRACING
32" O.C. 10'-778"BOT. OF
LOOKOUT
AIR SPACE
BRICK VENEER
30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.
10A
11
EAVE DETAILS
METAL EDGING
5
8" X 7 1
4" LP
FASCIA TRIM
GUTTER
512" 1'-6"
5
8" SOFFIT
TRIM
5
8" X 1 1
2" LP
TRIM BAND
5
8" X 111
4" LP
FRIEZE TRIM
TRIMMED @ SITE
2X4'S
SEAT
CUT
1'-0916"512"
SIMPSON SEISMIC
& HURRICANE
TIES OR EQUAL
11A EAVE DETAIL
SCALE: 1"=1'-0"
312" 1'-6"
5
8" X 7 1
4" LP
FASCIA TRIM
SIMPSON SEISMIC
& HURRICANE
TIES OR EQUAL
SEAT
CUT
634"METAL EDGING
GUTTER
5
8" SOFFIT
TRIM
5
8" X 1 1
2" LP
TRIM BAND
5
8" X 9 1
4" LP
FRIEZE TRIM
TRIMMED @ SITE
2X4'S
10A EAVE DETAIL
SCALE: 1"=1'-0"1'-738"312"1'-6"
SIMPSON SEISMIC
& HURRICANE
TIES OR EQUAL
SEAT
CUT
METAL EDGING
GUTTER
5
8" X 7 1
4" LP
FASCIA TRIM
2X4'S 1134"5
8" SOFFIT
TRIM
5
8" X 1 1
2" LP
TRIM BAND
5
8" X 9 1
4" LP
FRIEZE TRIM
TRIMMED @ SITE
EAVE DETAIL 9A
SCALE: 1"=1'-0"614"512"
312" 712" 1'-6"
SEAT
CUT
SIMPSON SEISMIC
& HURRICANE
TIES OR EQUAL
5
8" X 7 1
4" LP
FASCIA TRIM
METAL EDGING
GUTTER
5
8" SOFFIT
TRIM
5
8" X 1 1
2" LP
TRIM BAND
5
8" X 9 1
4" LP
FRIEZE TRIM
TRIMMED @ SITE
2X4'S
1'-918"614"3-PLYx9 1
4
LVL. HDR.
LIMESTONE SOLDIER
COURSE
STEEL LINTEL AS PER
MASONRY CONTRACTOR
8A EAVE DETAIL
SCALE: 1"=1'-0"
5
8" X 7 1
4" LP
FASCIA TRIM
METAL EDGING
GUTTER
5
8" SOFFIT
TRIM
5
8" X 1 1
2" LP
TRIM BAND
5
8" X 9 1
4" LP
FRIEZE TRIM
TRIMMED @ SITE
2X4'S
312"1012" 1'-3"
SEAT
CUT
212"
THIN SET BRICK VENEER
VERIFY w/ CONTR.
EXTERIOR & INTERIOR
METAL FLASHING &
WATERPROOFING
SIMPSON SEISMIC
& HURRICANE
TIES OR EQUAL
714"112"EAVE DETAIL 8B
SCALE: 1"=1'-0"614"5
8" X 7 1
4" LP
FASCIA TRIM
5
8" SOFFIT
TRIM
5
8" X 1 1
2" LP
TRIM BAND
5
8" X 9 1
4" LP
FRIEZE TRIM
TRIMMED @ SITE
2X4'S
SIMPSON SEISMIC
& HURRICANE
TIES OR EQUAL
METAL EDGING
GUTTER
312"1'-6"
EAVE DETAIL 8C 6'-818"SEAT
CUT
SCALE: 1"=1'-0"1'-6"5
8" X 7 1
4" LP
FASCIA TRIM
5
8" SOFFIT
TRIM
5
8" X 1 1
2" LP
TRIM BAND
5
8" X 9 1
4" LP
FRIEZE TRIM
TRIMMED @ SITE
2X4'S
SIMPSON SEISMIC
& HURRICANE
TIES OR EQUAL
METAL EDGING
7A EAVE DETAIL
GUTTERHEEL HGT.1'-838"1'-6"
SCALE: 1"=1'-0"438"11SCALE: 1/4"=1'-0" FRAMING SECTIONS/EAVE DETAILS 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."
06/29/22