HomeMy WebLinkAboutFloor PlansTimberStrand LSL RIM BOARD ----I�—T*T
For information on lateral
load capacitiesrefer to
current TimberStrand LSL
rim board literature
13/4" Wicrollam LVL may also
be used as rim board
TYPICAL DETAIL Com? EXTERIOR WALLS
Backer block: Install tight to top flange (tight
to bottom flange with face mount hangers). Attach
with 10-10d (3') box nails, clinched when possible.
Filler block: Nail with 10-10d (3")
box nails, clinched when possible.
Use 10-16d (3 1/2") box nails from
each side with TJI Pro 550 joists.
* With top flange hangers, backer
block required only when hanger
load exceeds 250 pounds
TYPICAL DETAIL ® INTERSECTION OF
DOUBLE MEMBERS
Microllom LVL, Parallam PSL
or TimberStrand LSL
Top flange 'i-
I
anger
Face mount �
hanger
TYP. WALL NOTES
ALL NEW TRIM TO MATCH EXISTING.
SIDING (SEE ELVS.) — -
r
"TYVEK" HOUSEWRAP
A .
1/2" COX PLYWOOD
2X6 @ 16 O.C.
R-21 FBGLS INSUL'
2 MIL. POLY VAPOR RETARDER ,r
1/2" GYP. BOARD 1
d'
1:
Sit 11
3 TYP. EXTERIOR WALL
SCALE 1-1/2" = 1'-0"
ASPHALT ROOF SHINGLES —�
1X ip y2 2
1X
BLOCKING °I, ol,
Web stiffeners are required
if the sides of the hanger do
not laterally support the TJI
joist top flange and per current
Trus Joist MacMillan literature
TYPICAL DETAIL OF FLUSH FRAME TYP. RAKE DETAIL
AT MICROLLAM 4 SCALE 1-1/2" = 1'–D"
Load bearing or shear wall bave DEMOLITION NOTES:
(must stack over wall below)
1. CONTRACTOR SHALL VISIT THE SITE TO VERIFY AND BE FULLY AWARE OF EXISTING
Blocking panel CONDITIONS PRIOR TO START OF WORK. CONTRACTOR SHALL IDENTIFY ALL EXISTING
H
EXISTING
SUN ROOM
REMOVE EXISTING DECK
FRAMING ABOVE. ADD
NEW SECOND FLOOR TO
ALIGN W/ EXISTING'
o UTILITY
MUD
o ROOM
O I
EW To
GRADE
Of
LU
0
a
UJ
0
X
N
X
w
0
w
x
(D
X
N
A.
2'-5"
REUSE EXSITNG REMODEL BATHROOM:
SLIDER FROM LOFT NEW STAND UP SHOWER
W/ GLASS DOOR, TILE
WALLS & CEILING. PROVIDE
NEW EXHAUST FAN
DN—�p
EXISTING EXISTING
DINING KITCHEN
PROVIDE METAL STUDS
ONi BA -CK SIDE—OF
EXISTING CHIMNEY
EXISTING
LIVING ROOM
BATH
T
UP
FIRST FLOOR PLAN
TYPICAL NOTES:
ALL EXISTING DIMENSIONS ARE APPROXIMATE
WHILE 140 "AS -BUILT" DOCUMENTATION CAN BE COMPLETELY ACCURATE, THESE
11'-7" DRA INGS HAVE BEEN PREPARED IN ACCORDANCE WITH ALL ACCEPTABLE
PROFESSIONAL STANDARDS OF CARE.
AI/1 1 111111111 11 CTnIInTIIn nl PIInn(\n TO \A/COC no=MX'Un
B
W/D
2888
EXISTING
EDROOM
EDROOM
/ILL IVLYY Fuly UVIJIJ JIlmuL uL J.J LIV VIIVLLI\LV
JOISTS @ 16" O.C. UNLESS NOTED OTHERWISE.
NOTE
FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL
LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE.
ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO
THE ATTENTION OF THE ARCHITECT, BECOME THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
G�'�.�l�L�u�%L`al�i
AER 2 2 2022
HEALTH DEPT.
r r
")e'
architects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
tel (508) 362 - 8883
(508) 760 - 2800
fax (508) 760 - 5800
W WW.ERTARCHITECTS.COM
ADDITIONS
RENOVATIONS
OCEAN
AVENUE
SOUTH
YAR MOUTH,
PROJECT # 100221
Q
2021 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET' OR "CONSTRUCTION SET.
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
PROJECT TRUE
SCALE: 1/4"=V-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
A.1
TOTAL NUMBER OF SHEETS
IN SET:
7
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
ITEMS OF WORK SCHEDULED TO REMAIN OR SALVAGED FOR REUSES.
2.
ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE W/ STATE & LOCAL REGULATIONS.
CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED DEMOLITION PERMITS.
3.
COORDINATE ALL DEMOLITION OPERATIONS W/ OWNER FOR SHUTDOWN PERIODS & SEQUENCES OF WORK.
ARRANGE W/ OWNER &/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION
OPERATIONS. PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES, AND PROTECTIVE ENCLOSURES TO
PROPERLY SECURE, ISOLATE, AND WATERPROOF AREAS OF WORK AND EXISTING AREAS AND ELEMENTS
TO REMAIN. THE CONTRACTOR SHALL PERFORM THE WORK OF THIS CONTRACT IN A MANNER THAT
CAUSES NO DISRUPTION TO THE CONTINUOUS OCCUPATION, WHEN AND WHERE APPLICABLE, OF THE BUILDING
Web stiffeners required
& SITE FOR THEIR INTENDED PURPOSE.
each side at 31W
4.
REMOVE ALL DEMOLISHED MATERIALS IN ACCORDANCE WITH LOCAL REGULATIONS.
TYPICAL DETAIL ® LOAD 5.
IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN THE DEMOLITION WORK.
BEARING WALLS
PLUMBING, ELECTRICAL, AND OTHER WORK RELATED TO A WALL, OR OTHER AREA SCHEDULED FOR
DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER NOTED OR NOT.
6.
THE EXTENT OF ALL SPECIFIC DEMOLITION WORK SHALL BE CCGRUnNATED W/ THE CONTRACT DOCUMENTS.
7.
CONTRACTOR SHALL PATCH/REPAIR/REFINISH, AS REQUIRED, ALL SURFACES EXPOSED BY DEMOLITION WORK
TYPICAL LVL GLUCAN BOLTING NAILING
WITH MATERIALS & METHODS TO MATCH FINISH AND MAKE FLUSH W/ EXISTING ADJACENT SURFACES. WORK
TO RENDER SUBSTRATES ACCEPTABLE
SHALL INCLUDE ALL LABOR & MATERIALS ON ALL SURFACES REQUIRED
TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE W/ MANUFACTURER'S SPECIFICATIONS.
MULTI 1 3/4" BEAMS
8.
CAP & REMOVE ALL ABANDONED ELECTRICAL, PLUMBING, MECHANICAL, AND FIRE PROTECTION ITEMS
-2"
BACK TO SOURCE.
9•
WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL SURFACES FOR INSTALLATION OF
NEW FINISH, REMOVE ALL PROJECTIONS AND VOIDS AND SECURE OR REMOVE AND REPLACE ANY EXISTING
2 PIECES
D-4" 2 ROWS OF 16D NAILS ® 12" O.G.
LOOSE OR OTHERWISE UNSUITABLE SUBSTRATE MATERIAL.
2" FRAMING NOTES:
—
L
ALL FRAMING LUMBER SHALL BE HEM -FIR GRADE NO. 2 OR S.P.F. (SPRUCE -PINE -FIR) GRADE NO. 1 AND 2
-
--
_=
2"
OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE
AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL
BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 400 P.S.I. THE MINIMUM
3 PIECES
D-4" 2 ROWS OF 1/2" DAM BOLTS ® 12" O.C.
ALLOWABLE MODULUS OF ELASTICITY (E) SHA_L BE 1,400,000 P.S.I.
2.
ALL LVL'S TO BE BOISE CASCADE OR I - LEVEL WEYERHAUSER VERSA - LAM 3100FB OR APPROVED EQUAL.
2"
THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 3100 P.S.I. ALL LVL POSTS TO BE VERSALAM
1.7 2650 FB, 1.8E PARALLAM PSL OR APPROVED EQUAL.NISTALL LVL'S IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
__
--
2" 3.
USE 3/4" TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING, 5/8" EXTERIOR
STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING, AND 1/2" EXTERIOR STRUCTURAL GRADE
FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS.
4 PIECES
D-4" 2 ROWS OF 1/2" DAM BOLTS ® 12" O.C.
4.
PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH
PARTITION.
5.
USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN
JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR
MULTI 3 1/2" BEAMS
ALL POSTS.
6.
FOR LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND
2"
SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED
ON THE PLAN.
2 PIECES
D-4" 2 ROWS of 1/2^ DAM BOLTS ® 12" O.C. 7.
ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING
AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC.
PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL.
2" 8.
BUILT-UP BEAMS (3 PLY MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED
TOGETHER WITH 2-10D NAILS AT 12" O.C. LVL BEAMS (4 PLY MAXIMUM) TO BE THRU-BOLTED WITH 1/2
INCH DIAMETER THRU-BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP AND BOTTOM AT 16 "
O.C. OR AS OTHERWISE REQUIRED BY THE MANUFACTURER.
H
EXISTING
SUN ROOM
REMOVE EXISTING DECK
FRAMING ABOVE. ADD
NEW SECOND FLOOR TO
ALIGN W/ EXISTING'
o UTILITY
MUD
o ROOM
O I
EW To
GRADE
Of
LU
0
a
UJ
0
X
N
X
w
0
w
x
(D
X
N
A.
2'-5"
REUSE EXSITNG REMODEL BATHROOM:
SLIDER FROM LOFT NEW STAND UP SHOWER
W/ GLASS DOOR, TILE
WALLS & CEILING. PROVIDE
NEW EXHAUST FAN
DN—�p
EXISTING EXISTING
DINING KITCHEN
PROVIDE METAL STUDS
ONi BA -CK SIDE—OF
EXISTING CHIMNEY
EXISTING
LIVING ROOM
BATH
T
UP
FIRST FLOOR PLAN
TYPICAL NOTES:
ALL EXISTING DIMENSIONS ARE APPROXIMATE
WHILE 140 "AS -BUILT" DOCUMENTATION CAN BE COMPLETELY ACCURATE, THESE
11'-7" DRA INGS HAVE BEEN PREPARED IN ACCORDANCE WITH ALL ACCEPTABLE
PROFESSIONAL STANDARDS OF CARE.
AI/1 1 111111111 11 CTnIInTIIn nl PIInn(\n TO \A/COC no=MX'Un
B
W/D
2888
EXISTING
EDROOM
EDROOM
/ILL IVLYY Fuly UVIJIJ JIlmuL uL J.J LIV VIIVLLI\LV
JOISTS @ 16" O.C. UNLESS NOTED OTHERWISE.
NOTE
FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL
LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE.
ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO
THE ATTENTION OF THE ARCHITECT, BECOME THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
G�'�.�l�L�u�%L`al�i
AER 2 2 2022
HEALTH DEPT.
r r
")e'
architects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
tel (508) 362 - 8883
(508) 760 - 2800
fax (508) 760 - 5800
W WW.ERTARCHITECTS.COM
ADDITIONS
RENOVATIONS
OCEAN
AVENUE
SOUTH
YAR MOUTH,
PROJECT # 100221
Q
2021 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET' OR "CONSTRUCTION SET.
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
PROJECT TRUE
SCALE: 1/4"=V-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
A.1
TOTAL NUMBER OF SHEETS
IN SET:
7
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
TimberStrand LSL RIM BOARD
For information on lateral
load capacities refer to
current TimberStrand LSL
rim board literature
13/4" Wicrollam LVL may also
be used as rim board
TYPICAL DETAIL @ EXTERIOR WALLS
Backer block: Install tight to top flange (tight
to bottom flange with face mount hangers). Attach
with 10-10d (3') box nails, clinched when possible.
Filler block: Nail with 10-10d (3")
box nails, clinched when possible.
Use 10-16d (3 1/2") box nails from
each side with TJI. Pro 550 joists.
+ With top flange hangers, backer.
block required only when hanger
load exceeds 250 pounds
TYPICAL DETAIL ® INTERSECTION OF
DOUBLE MEMBERS
Microllom LVL, Parallom PSL
Top flange
hanger
Face mount
hanger
Web stiffeners are required
if the sides of the hanger do
not laterally support the TJI
joist top flange and per current
Trus Joist MacMillan literature
TYPICAL DETAIL OF FLUSH FRAME
AT MICROLLAM
Load bearing or shear wall above
(must stack over wall below)
[fl_ _ Blocking panel
Web, stiffeners required
each side at 31W
TYPICAL DETAIL ® LOAD
BEARING WALLS
TYPICAL LVL/GLULAM BOLTING/NAILING
MULTI 1 3/4" BEAMS
2"
2 PIECES D-4" 2 ROWS OF 16D NAILS ® 12" O.C.
- - z"
3 PIECES
4 PIECES
2 PIECES
.4" 2 ROWS OF 1/2" DIAM BOLTS ® 12" O.C.
.4" 2 ROWS OF 1/2" DIAM BOLTS ® 12" O.C.
MULTI 3 1/2" BEAMS
1X TRIM
1X TRIM
1X8 FA`.
SEAMLE
GUTTER
1X SOFT
1 X5,1 X6
W.C. SH
ALL NEW TRIM TO MATCH EXISTING.
ROOF PITCHES MAY VARY FROM THOSE SHOWN
5 TYPICAL EAVE
SCALE 1-1/2" = V-0"
ASPHALT ROOF SHINGLES
15# FELT PAPER
5/8" CDX PLYWOOD
2x10 RAFTERS
SIMPSON H2.5
RAFTER TIE®16"O.C.
1"
1 X8FASCIA
1X SOFFIT
W/ VENT
1X FRIEZE BIRD.
1X STRAPPING ® 16"O.C—
1/2" GWP. BOARD CEILING
WALL NOTES
R-38 FBGLS INSULATION-
ALL
NSULATION-
ALL NEW TRIM TO MATCH EXISTING.
ROOF PITCHES MAY VARY FROM THOSE SHOWN
EAVE DETAIL
SCALE 1-1/2" = 1'-0
ASPHALT RID�� ^"^
ROLL VENT
RIDGE BOARD
(STRUCTURAL
MAY VARY)
ASPHALT ROC
15# FELT PAF
5/8" CDX PL'
RAFTER VENT
2x10 RAFTER
A\
SHOWER
CLOS.
i
ih
N
CLOS.
T EXISTING
"LINEN
LOFT
r2'-11 1/2"
REMODEL BATHROOM:
NEW TUB/SHOWER
W/ GLASS DOOR, TILE
WALLS & CEILING. PROVIDE
NEW EXHAUST FAN
110
EXISTING
BEDROOM
STORAGE
(PITCHES VARY)
3'-4 1/ "
12
ROOF PITCHES MAY VARY FROM THOSE SHOWN
4" 2 ROWS OF 1/2" DIAM BOLTS ® 12" O.C.
7 RIDGE VENT DETAIL
SCALE 1-1/2" = 1'-0"
Of
Lu
0
Lu
x
0
X
N
4X6 POST
A X SECOND FLOOR PLAN
A.4
TYPICAL NOTES:
2'-5" 11'-7" ALL EXISTING DIMENSIONS ARE APPROXIMATE
WHILE NO "AS -BUILT" DOCUMENTATION CAN BE COMPLETELY ACCURATE, THESE
DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH ALL ACCEPTABLE
PROFESSIONAL STANDARDS OF CARE.
NO STRUCTURE OR STRUCTURAL SUPPORTS WERE OBSERVED
OR RECORDED IN THESE DRAWINGS
r
V,', LIII III.IV V i„L,..a 1l.
ADJUST ALL RAFTR CUTS TO ALIGN NEW EAVES
W/ EXISTING
K,1(� _z 0 Crl 1LDI
APR 2 2 2122
HEALTH DEPT.
7ar C h3'L J
j_�8".
dA w6ff
d
architects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
fel (508) 362 - 8883
(508) 760 - 2800
fax (508) 760 - 5800
W WW.ERTARCHITECTS.COM
ADDITONS
RENOVATIONS
FOR
JOHN
PRIMPAS
OCEAN
AVENUE
SOUTH
YARMOUTH,
PROJECT # 100221
2021 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND -REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET' OR "CONSTRUCTION SET'.
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
/J7 1�:J7
PROJECT TRUE
SCALE: 1/4"=1'-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
A.2
TOTAL NUMBER OF SHEETS
IN SET:
7
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS