HomeMy WebLinkAbout78 Willow Street Proposed Section Views13/4X 1 1 1/4" BCI 31001`5 RIDGE
5IMF50N LSTA 24 RIDGE STRAPS \
EVERY RAFTER
2X 10 @ 16" O.C. (TYP.)
R-19 FIBERGLASS INSULATION
2X6 @ 16" O.C.
SIMP50N LSTA 18 UPLIFT STRAP 32" O.C.
1/2" CDX SHEATHING (OR EQUAL)
1/211 GWB
VAPOR BARRIER
TYVEK HOUSEWRAP
CEDAR SIDING MATCH EXISTING
TRIM (SEE ELEVATIONS
CONTINUOUS RIDGE VENT
51MP50N LSTA 24 RIDGE STRAPS
EVERY RAFTER
13/4X 1 1 114" BCI 3 1 00f RIDGE
ON 4X4 POSTS
ASPHALT ROOF SHINGLES MATCH EXIST.
5/8" CDX SHEATHING
15# BUILDING PAPER
R-38 FIBERGLASS INSULATION
I X FACIA
I X FRIEZE MATCH EXISTING
R— 19 FIBERGLASS INSULATION
2X4 @ 16" O.C.
51MP50N LSTA 18 UPLIFT STRAP 32" O.C.
1/2" CDX SHEATHING (OR EQUAL)
1/2" GWB
VAPOR BARRIER
TYVEK HOUSEWRAP
CEDAR SIDING MATCH EXISTING
TRIM (SEE ELEVATIONS
PROPOSED SECTION VIEWS
PROPOSED RENOVATION
AT
78 WILLOW STREET
WEST YARMOUTH, MASSACHUSETTS
DRAWN BY:
MACINNES CONSULTING, LLC
EAST SANDWICH, MA 02537
www.macinnesconsulting.com
(508)274-2091
EXISTING CMU FND. —
WALL ON
CONTINUOUS 12"X24"
CONCRETE FOOTING
(TYP.) (SEE DETAIL)
C
2X 10 @ 16" O.C.
2X8 COLLAR TIES @ 16" O.C.
3/4" TSG PLYWOOD SUBFLOOR
GLUED * NAILED (TYP.)
SECTION VIEW A
2X 12 — 1 1.5' (TYP.)
36"X36"X 12" DP.
CONC. FOOTING W/
6X6 PT FOOTINGS
SPACED 7APART
CMU FND. WALL ON
CONTINUOUS 12"X24"
CONCRETE FOOTING (TYP.)
(SEE DETAIL)
5OF6
DATE: 8/3/16
SCALE: 1/4"=1'
SECTION VIEW B
m
SHAWN
1`11ACINNES
CIVIL
NO. 41:23
L
CONTINUOUS RIDGE VENT
51MP50N LSTA 24 RIDGE STRAPS
EVERY RAFTER
(2) 1 3/4X 16" BCI 31 OOFB RIDGE ON4X4 POSTS
ASPHALT ROOF SHINGLES MATCH EXIST.
5/8" CDX SHEATHING
15# BUILDING PAPER
R-38 FIBERGLASS INSULATION
I X FACIA
I X FRIEZE MATCH EXISTING
R-19 FIBERGLASS INSULATION
2X6 @ 16" O.C.
51MP50N LSTA 18 UPLIFT STRAP 32" O.C.
1/2" CDX SHEATHING (OR EQUAL)
1/211 GWB
VAPOR BARRIER
TYVEK HOUSEWRAP
CEDAR SIDING MATCH EXISTING
TRIM (SEE ELEVATIONS
EXISTING CMU FND.
WALL ON
CONTINUOUS 12"X24
CONCRETE FOOTING
(TYP.) (SEE DETAIL)
EXISTING CMU FND.
WALL ON
CONTINUOUS 12"X24"
CONCRETE FOOTING
(TYP.) (SEE DETAIL)
NOTES:
1. ALL PROPOSED EXTERIOR WALLS TO BE 2X4 @ 16" O.C.
UNLESS OTHERWISE NOTED,
2. ALL PROPOSED INTERIOR WALLS TO BE 2X4 @ 16" O.G.
UNLESS OTHERWISE NOTED.
3. ALL PROPOSED WINDOWS TO BE ANDERSEN
STORMWATCH 400 SERIES TW W/ APPLIED GRILLS (OR
EQUAL).
4. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH
OPENINGS PRIOR TO ORDERING WINDOWS.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY
FOR ANY MISSING OR INCORRECT DIMENSIONS NOT
BROUGHT TO THE ATTENTION OF THE DESIGNER.
G. FASTENING SCHEDULE SEE DETAILS SHEET 6
7. 1 10 MPH EXPOSURE B WCFM GUIDELINES TO BE
FOLLOWED - STRAPS, NAILING, RAFTER CLIPS, TIE DOWNS,
ETC.
8. BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT
PANEL EDGES PERPENDICULAR TO FLOOR FRAMING
MEMBERS IN FIRST TWO JOIST SPACES AND SHALL BE
SPACED MAXIMUM 4 FEET ON CENTER.
9. FULL HEIGHT SHEATHING TO BE INSTALLED WHERE
POSSIBLE. OTHERWISE INTERIOR HORIZONTAL 2X4
BLOCKING SHALL BE USED ON ALL HORIZONTAL SHEATHING
SEAMS.
I 0.000NTRACTOR TO VERIFY ALL WINDOW ROUGH
OPENINGS BEFORE ORDERING WINDOWS.
1 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
TO CONSTRUCTION. CONTRACTOR ASSUMES
RESPONSIBILITY FOR ANY MISSING OR INCORRECT
DIk,1EN5ION5 NOT BROUGHT TO THE ATTENTION OF THE
DESIGNER.
(2) 1 3/4X16" BCI 3 1 OOFB RIDGE
2X8 @ 16" O.C. __
j[ 1
2X8 COLLAR TIESCc+? I " O.G.
I
J! jLl
I !
3/4 TSG PLYWOCIE PUETLO0R' s
I
GLUED NAILED F)
2X8 @ 16" O.C. (USE
EXISTING)
CMU FND. WALL ON
CONTINUOUS 12"X24"
CONCRETE FOOTING (TYP.)
(SEE DETAIL)
5OF6
DATE: 8/3/16
SCALE: 1/4"=1'
SECTION VIEW B
m
SHAWN
1`11ACINNES
CIVIL
NO. 41:23
L
CONTINUOUS RIDGE VENT
51MP50N LSTA 24 RIDGE STRAPS
EVERY RAFTER
(2) 1 3/4X 16" BCI 31 OOFB RIDGE ON4X4 POSTS
ASPHALT ROOF SHINGLES MATCH EXIST.
5/8" CDX SHEATHING
15# BUILDING PAPER
R-38 FIBERGLASS INSULATION
I X FACIA
I X FRIEZE MATCH EXISTING
R-19 FIBERGLASS INSULATION
2X6 @ 16" O.C.
51MP50N LSTA 18 UPLIFT STRAP 32" O.C.
1/2" CDX SHEATHING (OR EQUAL)
1/211 GWB
VAPOR BARRIER
TYVEK HOUSEWRAP
CEDAR SIDING MATCH EXISTING
TRIM (SEE ELEVATIONS
EXISTING CMU FND.
WALL ON
CONTINUOUS 12"X24
CONCRETE FOOTING
(TYP.) (SEE DETAIL)
EXISTING CMU FND.
WALL ON
CONTINUOUS 12"X24"
CONCRETE FOOTING
(TYP.) (SEE DETAIL)
NOTES:
1. ALL PROPOSED EXTERIOR WALLS TO BE 2X4 @ 16" O.C.
UNLESS OTHERWISE NOTED,
2. ALL PROPOSED INTERIOR WALLS TO BE 2X4 @ 16" O.G.
UNLESS OTHERWISE NOTED.
3. ALL PROPOSED WINDOWS TO BE ANDERSEN
STORMWATCH 400 SERIES TW W/ APPLIED GRILLS (OR
EQUAL).
4. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH
OPENINGS PRIOR TO ORDERING WINDOWS.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY
FOR ANY MISSING OR INCORRECT DIMENSIONS NOT
BROUGHT TO THE ATTENTION OF THE DESIGNER.
G. FASTENING SCHEDULE SEE DETAILS SHEET 6
7. 1 10 MPH EXPOSURE B WCFM GUIDELINES TO BE
FOLLOWED - STRAPS, NAILING, RAFTER CLIPS, TIE DOWNS,
ETC.
8. BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT
PANEL EDGES PERPENDICULAR TO FLOOR FRAMING
MEMBERS IN FIRST TWO JOIST SPACES AND SHALL BE
SPACED MAXIMUM 4 FEET ON CENTER.
9. FULL HEIGHT SHEATHING TO BE INSTALLED WHERE
POSSIBLE. OTHERWISE INTERIOR HORIZONTAL 2X4
BLOCKING SHALL BE USED ON ALL HORIZONTAL SHEATHING
SEAMS.
I 0.000NTRACTOR TO VERIFY ALL WINDOW ROUGH
OPENINGS BEFORE ORDERING WINDOWS.
1 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
TO CONSTRUCTION. CONTRACTOR ASSUMES
RESPONSIBILITY FOR ANY MISSING OR INCORRECT
DIk,1EN5ION5 NOT BROUGHT TO THE ATTENTION OF THE
DESIGNER.