HomeMy WebLinkAboutGN005 - 241FA* 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
* 58" 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 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 Design12
PITCH3 12
STORAGE/HVAC
STORAGE/HVAC
8 FRAMING SECTION
2x8 JOIST 16" O.C.
14 JST @ 16" O.C.
34" PLYWOOD
SUB FLOOR
6 MIL POLYETHYLENE
VAPOR BARRIER
12" INSUL.
BATTS R-38
11 7
8 JST @ 16" O.C.9'-912"1'-234"10'-118"1'-058"8'-118"14'-118"NOTE: EXTERIOR WALL,
FOUNDATION FLASHING &
WATERPROOFING AS
PER CONTR.
DINING
ROOM
GALLERY HALL
SCREENED
IN PORCH
MASTER BATH
BEDROOM #2GALLERY HALL
914"914" 4'-0"POURED CONCRETE WALL HEIGHT2-PLYx16 LVL HDR. ANCHORED
ATOP STEEL COLUMN
4" DIA. PERF
PIPE w/SOCK
GRAVEL FILL
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
WRAP WASH GRAVEL BACKFILL
w/LANDSCAPE FELT MAT'L.
20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.10'-0"POURED CONCRETE WALL HEIGHTINSUL.
BATTS
34" PLYWOOD
SUB FLOOR
1'-012" 3716"9'-41316"
SEAT
CUT
2x6 RAF
T
E
R
S
2
4
"
O.C.8'-0"R.O. SLIDING DOOR UNIT6"3'-1058"1'-812"12'-458"R.O. TRANSOMHGT.15'-158"112"STEP30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
BRICK VENEER
1" MIN. AIR SPACE
12" INSUL.
BATTS R-38 2'-5 316"
2'-6916" 1'-218"9'-278"912"2x8 JOIST 16" O.C.134"SLOPE3-PLYx11 78 FLUSH
LVL HDR. W/ JST HANGERS
2-PLYx914LVL HDR.14'-1078"912"9'-312"1'-1112"1'-61516" 312"13'-834"
SEAT
CUT
834"
2-PLYx9 14 FLUSH
LVL HDR.
SLOPED BRICK SILL6916"1'-8"8'-558"914"4"
12
PITCH 62X4'
S 1
6
"
o.c.
2X4'S 16" o.c.
EXTERIOR WALL, ROOF
WATERPROOFING &
FLASHING AS PER CONTR.
EXTERIOR WALL, ROOF
WATERPROOFING &
FLASHING AS PER CONTR.21316"5' X 3" X14"
STEEL TUBE
3-PLYx91
4
LVL HDR.
2" (MIN.) CONC. SLAB
SLOPED TO DRAINAGE
AS PER CONTR.1'-1158"21316"HIDDEN LINES INDICATES
31 2"X31 2"X14" STL. COLUMN w/
3 4"x12"x12" BASE PL. w/ (4) 34" HEADED
ANCHOR ASTM A325 F1554 GRADE 36
DINING
ROOM
SCREENED
IN PORCH 15'-158"9'-234"FRAMING TO CREATE A
LOWER SLOPED CEILING
BOTH SIDES OF DORMER
11'-3"12
PITCH 3 12
10'-214"2'-014"112"STEP112"SLOPE 9 FRAMING SECTION
12
PITCH8 15'-158"112"3-PLYx11 78 FLUSH
LVL HDR. W/ JST HANGERS
1'-61516"3 12"10'-834"
SEAT
CUT
2x6 RAF
T
E
RS 24" O.C.2x8 RAFT
E
R
S
24 " O.C.
4"MASONRY
LEDGE 3'-1078"EXTERIOR WALL, ROOF
WATERPROOFING &
FLASHING AS PER CONTR.
SCALE: 1/4"=1'-0" FRAMING SECTIONS "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." 11Drawings & 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