HomeMy WebLinkAbout31 Aspinet Rd plan 61 BACK ELEVATION
SCALE: 1/4" = V-0"
2 SIDE ELEVATION
A-202 SCALE: 1/4" = 1'-0"
SIMPSON LSTA 24 RIDGE STRAPS @ 16" TYP
30 YR. ASPHALT SHINGLE W/ ZIP SYSTEM ROOF
SHEATHING AND ICE AND WATER BARRIER ON ALL
EDGES (MINA') (TYP.OF ALL ROOFS)
2X10 SPF@16 O.0
6" FACIA W / GUTTER/ DOWNSPOUT
VENTED SOFFIT
TAND
JTER
2X6 EXTERIOR STUD WALL.
DOST EXTERIOR ZIP SYSTEM WALL SHEATHING/ SIDING (COLOR STYLE BY OWNER),INTERIOR FIN,
EXTERIOR GRADE BEAD ROAD OR SHIPLAP
ZIP SYSTEM TAPE INSTALLED OVERALL PANEL SEAMS
4 SECTION AT SCREENED ROOM
�\A 202 SCALE: 1/4" = 1'-0"
(3) 2" X 12" PT LVL ENTIRE LENGTH, POST
DOWN ON 5 1/4" X 5 1/4" COLUMNS ALL THREE
SIDES
IL
(3) 2X10 PT
2X10 PT @ 16" O_C(EXIST
(3)2X12 PT
(3) 2X10 PT --.-
ATTACHED INSECT SCRREN TO UNDER
SIDE OF 2X12 PT/ WRAP UP SIDE FACE
OF WALL SHEATHING
a
12" SONO-TUBES W/ TUBE BASE 36" BIG FOOT BASE W/
4'FROST PROTECTION AND ABU66 POST BASE W 5/8"
DIA. THREADED ROD EMBEDDED IN PIER 7" MIN IN
EPDXY. PAD INNER SIDE OF BASE. USE 16 D NAILS
THROUGH PADDING INTO BEAM. SPACE FOOTINGS AS
SHOWN(TYP)
R-38 INSULATION (LCYNENE)(ROOF) —
30 YR. ASPHALT SHINGLE W/ ZIP SYSTEM ROOF
SHEATHING AND ICE AND WATER BARRIER ON ALL —
EDGES (MINA ) (TYP.OF ALL ROOFS)
2X10 SPF@16 O.0
6" FACIA W / GUTTER/ DOWNSPOUT
VENTED SOFFIT
DOUBLE TOP PLATE
3/4" SUB FLOOR W/ HWD FLOOR
R-30 OR GREATER INSULATION(FLOOR).
DOUBLE BLOCKING UNDER PARTITION _
01 WALL(TYP)
2X6 EXTERIOR STUTSVVALL W/R-20 OR 13+5 OR GREATER INSULATION.
EXTERIOR ZIP SYSTEM WALL SHEATHING/ SIDING (COLOR STYLE BY OWNER)
ZIP SYSTEM TAPE INSTALLED OVER ALL PANEL SEAMS
3/4" SUB FLOOR W/ TILE FLOOR
R-30 OR GREATER INSULATION(FLOOR).
SIMPSON HS2.F
PT SILL PLATE
TERMITE SHIELD ON SILL SEALER
MIN 6" EXPOSED CONCRETE FOUNDATION
DAMPPROOFING FROM GRADE TO TOP OF FOOTING.
VAPOR BARRIER
8" POURED CONCRETE FOUNDATION W/
2'-0"X1'-0" FOOTING 4' BELOW FROST LINE.
5/8"X7" GALVANIZED STEELANCHOR
BOLTS WITH 3"X3"X1A" PLATE WASHERS
TO BE INSTALLED IN BOTTOM PLATE AT
EVERY 28"AND 6"-12" FROM END PLATES
FLASHING AT ROO
TY
' EXISITNG
I — —
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#5 @14" O.0 VERTICAL, CENTERED IN 8" CONCREET FOUNDATION WALL
�- #5 @14" O.0 HORIZONTAL, TYP
P
(FOOTING)#5 @14" O.0 VERTICAL DOWELS, CENTERED IN FTG/ WALL,
a LAP 24" Wl VERT., WALL REINFORCING, TYP. ALTERNATING SIDES W/ HOOKED ENDS TYP
(FOOTING)(2)#5 CONT. LONGITUDINAL BARS, BOTTOM, EQUAL SPACING
a - --A A
SEALANTAND EXPANSION JOINTAT SLAB
PERIMETER
REINFORCED CONCRETE SLAB,4" TYP
6 MIL VAPOR BARRIERVON 6" GRAVEL OF 3/4"
CRUSHED STONE
/ 3 SECTION AT LAUNDRY
SCALE: 1/4" = V-0"
OF
SHAVVN
L, fj Mac' PE E,&S
fJ *
f -
CONSULTANTS
A.M.P.M DESIGN
CUSTOM BUILDING DESIGN
www.ampm.design
508-400-6093
amandac@ampm.design
THESE PLANS ARE NOT TO BE USED FOR
PERMITTING OR CONSTRUCTION PURPOSES
UNLESS MARKES AS "PERMIT SET" OR
"CONSTRUCTION SET"
@2022 A.M.P.M DESIGN, THE DRAWINGS AND ALL OF
THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS
INDICATED THERON OR REPRESENTED THEREBY
ARE OWNED BYAND REMAIN THE PROPERTY OF
A.M.P.M DESIGN. NO PART THEREOF SHALL BE
UTILIZED BY ANY PERSON, EXCEPT WITH SPECIFIC
WRITTEN PERMISSION OF THE FIRM A.M.P.M
DESIGN
DOOLAN
RESIDENCE
MARK DATE DESCRIPTION
i
CD 4.12.2022
01 10.04.2022 I 2ND FL ADD.
FOUNDATION
i
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I
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I
PROJECT NO: Project No. 102210
MODEL FILE:
DOOLAN-CD-3.p1n
DRAWN BY: ACC
COPYRIGHT:
A.M.P.M DESIGN
SHEET TITLE
Exterior Elevations/
Sections
A�202
SHEET 7 OF 9
SEALANTAND EXPANSION JOINTAT SLAB
PERIMETER
REINFORCED CONCRETE SLAB,4" TYP
6 MIL VAPOR BARRIERVON 6" GRAVEL OF 3/4"
CRUSHED STONE
/ 3 SECTION AT LAUNDRY
SCALE: 1/4" = V-0"
OF
SHAVVN
L, fj Mac' PE E,&S
fJ *
f -
CONSULTANTS
A.M.P.M DESIGN
CUSTOM BUILDING DESIGN
www.ampm.design
508-400-6093
amandac@ampm.design
THESE PLANS ARE NOT TO BE USED FOR
PERMITTING OR CONSTRUCTION PURPOSES
UNLESS MARKES AS "PERMIT SET" OR
"CONSTRUCTION SET"
@2022 A.M.P.M DESIGN, THE DRAWINGS AND ALL OF
THE IDEAS, ARRANGEMENTS, DESIGNS AND PLANS
INDICATED THERON OR REPRESENTED THEREBY
ARE OWNED BYAND REMAIN THE PROPERTY OF
A.M.P.M DESIGN. NO PART THEREOF SHALL BE
UTILIZED BY ANY PERSON, EXCEPT WITH SPECIFIC
WRITTEN PERMISSION OF THE FIRM A.M.P.M
DESIGN
DOOLAN
RESIDENCE
MARK DATE DESCRIPTION
i
CD 4.12.2022
01 10.04.2022 I 2ND FL ADD.
FOUNDATION
i
i
i
I
i --
i
I
PROJECT NO: Project No. 102210
MODEL FILE:
DOOLAN-CD-3.p1n
DRAWN BY: ACC
COPYRIGHT:
A.M.P.M DESIGN
SHEET TITLE
Exterior Elevations/
Sections
A�202
SHEET 7 OF 9