HomeMy WebLinkAbout41 Uncle Roberts plans 19FRAMING NOTES:
1. ALL FRAMING LUMBER SHALL BE HEM —FIR GRAD
OR APPROVED EQUAL (UNLESS OTHERWISE SPEC
AMERICAN FOREST AND PAPER ASSOCIATION. TH
BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPR'
ALLOWABLE MODULUS OF ELASTICITY (E) SHA-L 1
2. ALL LVL'S TO BE BOISE CASCADE OR I LEVEL
THE MINIMUM ALLOWABLE BENDING STRESS (Fb)
1.7 2650 FB, 1.8E PARALLAM PSL OR APPROVE[
MANUFACTURER'S INSTRUCTIONS.
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. 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
ALL POSTS.
6. FOR LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND
SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED
ON THE PLAN.
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.
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.
9. ALL MANUFACTURERED FLOOR 1 —JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURER. SUBMIT
SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION.
--'---"�--- -SL RIM BOARD
For information on lateral
load capacities refer to
current TimberStrand LSL
rim board literature
n LVL may also
be used as rim board
TYPICAL DETAIL @ EXTERIOR WALLS
Load bearing or shear wall above
(must stock over wall below)
king panel
Web stiffeners required
each side at B1 W
TYPICAL DETAIL @ LOAD
BEARING 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 1 0-1 6d (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
-1 3/4"X11 7/8" LVL
FRAME SHOWER W/
2X8 @ 16" O.C. W
RIM BOARD ALL AROUND
Microllam LVL, Porallam PSL
__ _r*. ._i.__C_.1.__�d LSL
p flange
nger
ce mount
anger
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
N
N
O
N
O
N
AP
IN
� -rc h �fbits
fiA um . 1_5
architects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
tel (508) 362 - 8883
(508) 760 - 2800
fax (508) 760 - 5800
WWW.ERTARCHITECTS.COM
NEW
RESIDENCE
FOR:
PETER
ROBERTA
41
UNCLE,
ROBERT S
ROAD
WEST
YA R MMO U TH ,
PROJECT # 210422
2022 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".
REGISTRATIO
D At?
ER
w Aka.10730
YARM
v
ty OF
REVISIONS
DATE: REVISIONS:
ISSUED FOR: PERMITTING
DATE: 12.01.2022
PROJECT TRUE
SCALE: 1 /4"=V-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET N0.
S 0 1 I I
TOTAL NUMBER OF SHEETS
IN SET:
38
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS