HomeMy WebLinkAboutDecision 4241 - Framing Plans (Revised)TimberStrand LSL RIM BOARD
*For information on lateral
load capacities refer to
current TimberStrand LSL -
rim board literature
13/j,41crollann 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.
,A
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
Microllam LVL, Parallam PSL
or TimberStrand LSL
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)
M Blocking panel
Web stiffeners required
each side at B1 W
TYPICAL DETAIL ® LOAD
BEARING WALLS
TYPICAL LVL/GLULAM BOLTING/NAILING
MULTI 1 3/4" BEAMS
z-
2 PIECES - D-4• 2 ROWS OF 16D NAILS O 12' O.C.
V
-- -- o V -
3 PIECES D—e 2 ROWS OF 1/2" DIAM BOLTS O 12. O.C.
o _= 2
V
4 PIECES D-4•. 2 ROWS OF 1/2' DIAM BOLTS O IV O.C.
- V
4
0
r /z
18" ICE & WATER
SHIELD ®RAKES /; 10:12
TYPICAL '
NOTE.-
FRAMING
OTEFRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOOT PLAN
TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL K 11i Llj`711�VI
LOADS AND IS IN COVPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE.
ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO SCALE: 1/8"=1'-O" A
THE ATTENTION OF 1HE ARCHITECT, BECOME THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
A.;
—COMPLETELY COVER SHED
ROOFS W/ 1 LAYER ICE & 04
WATER BARRIER.7 V*)'
ALIGN RIDGES ALIGN RIDGES
v
N�ti i
N
" ICE & WATER
0
-URT
ELD 0 VALLEYS,
ARCHITECTS, INC.
TYPICAL
ARCEB TIM •IInM0RD1iS1GNM•BILIUMMS
I
947 ROUTE 6A, UNIT 8
ALIGN RIDGES
PO BOX 343
YARMOUTHPORT, MA 02675
+
tel (508) 362-8883
N
WWW.ERTARCHITECTS.COM
PROPOSED CONDITIONS
FOR:
MR. & MRS. JIM
N
3-25 NEW HAMPSHIRE AVE
WEST YARMOUTH, MA
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'.
2009 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
10:12
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
PROJECT #: 311008
DATE ISSUED: 01.05.08
REVISIONS:
03.04.09: REV'D PER NEW FLOOD
ZONE ELEVATION
36" ICE & WATER
PROGRESS SET
SHIELD 0 EAVES
PROGRESS SET
TYPICAL.
SCALE: 1/4"=1'-0"
0 1 2 4 8
in
in
0
X
M
x
0
J
ALL POSTS IN EXTERIOR WALLS SHALL BE
SOLID 4X6 UNLESS OTHERWISE NOTED.
ALL POSTS IN INTERIOR WALLS SHALL BE
SOLID 4X4 UNLESS OTHERWISE NOTED.
ALL POSTS SUPPORTING STEEL BEAMS SHALL
BE 3 1/2"X3 1/2'X1/4" TUBE STEEL COLUMNS
UNLESSS OTHERWISE NOTED.
ALL BASEMENT SUPPORT COLUMNS SHALL BE
3 1/2"X3 1/2"Xt/4" UNLESS OTHERWISE NOTED.
ALL EXTERIOR DOOR & WINDOW HEADERS SHALL
BE 202X10 W/101/2" CDX FLITCH PLATES UNLESS
OTHERWISE NOTED.
ZBA E 03.04.09
-URT
ARCHITECTS, INC.
ARCEB TIM •IInM0RD1iS1GNM•BILIUMMS
947 ROUTE 6A, UNIT 8
PO BOX 343
YARMOUTHPORT, MA 02675
tel (508) 362-8883
fax (508) 362-4883
WWW.ERTARCHITECTS.COM
PROPOSED CONDITIONS
FOR:
MR. & MRS. JIM
MORRISON
3-25 NEW HAMPSHIRE AVE
WEST YARMOUTH, MA
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'.
2009 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.
PROJECT #: 311008
DATE ISSUED: 01.05.08
REVISIONS:
03.04.09: REV'D PER NEW FLOOD
ZONE ELEVATION
PERMIT SET: 01.05.09
PROGRESS SET
PRICING SET. '11.18.08
PROGRESS SET
REGISTRATION
SCALE: 1/4"=1'-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
A.4
FRAM 2G PLANS
TOTAL NUMBER OF SHEETS
IN SET:
5
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS