HomeMy WebLinkAbout24 Charles St plan 7TYPICAL WALL NOTES
PROVIDE MEMBRANE BEHIND SPACER
CARRY 18" UP WAII
SPACER
3/4" DECKING
2X8 PT LEDGER FASTENED
TO EXISTING BOX W/ 3 5/8"
LEDGERLOK SCREWS ® 8 O.C.
STAGGERED TOP & BOTTOM W/
2 ® ALL ENDS
SIMPSON LUS28SS HANGER
A
2X8 PT ® 12" O.C.
FOUNDATION DESIGN &
SILL DETAIL BY OTHERS -
SILL DETAIL 0 DECK
1 SCALE 1-1/2" = V-0"
POST
3®2X8 PT
(ONLY 2 SHOWN)
THREADED ROD
TUBE OR FOOTII
SONO TUBE OR
FOOTING
166
SE
6X6 PT POST
TYPICAL EXT. POST BASE
9
NOT TO SCALE
FRAMING NOTES:
1. ALL FRAMING LUMBER SHALL BE HEM —FIR GRADE NO. 2 OR S.P.F. (SPRUCE — PINE — FIR) GRADE NO. 1 AND 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
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.
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.
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 I —JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURER. SUBMIT
SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION.
8 TYPICAL EXT. POST CAP
NIOT TO SCALE
TYPICAL DETAIL ® EXTERIOR WALLS
TimberStrand LSL RIM BOARD
For information on lateral
load capacities refer to
current TimberStrand LSL
rim board literature
13/4" Wicrollom LVL may also
be used as rim board
TYPICAL DETAIL ® INTERSECTION OF
DOUBLE MEMBERS
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 2.50 pounds
LEDGERLOK SCREWS /® 8"v 0 C.
STAGGERED TOP & BOTTOM W/
2 ® ALL ENDS
FIRST FLOOR & DECK FRAMING
NEW FLOOR FRAMING SHALL BE 7.25" ENGINEERED FLOOR JOISTS ® 16'' O.C. UNLESS NOTED OTHERWISE
NEW DECK FRAMING SHALL BE 2X10 PT ® 12" 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.
TYPICAL DETAIL OF FLUSH FRAME
AT MICROLLAM
Microllam LVL, Parallam PSL
-- T - - �d LSL
p flange
nger
ce mount
Inger
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 ® LOAD
BEARING WALLS
Load bearing or shear wall above
(must stack over wall below)
<ing panel
Web stiffeners required
each side at 131 W
TYPICAL LVL/GLULAM BOLTING/NAILING
MULTI 1 3/4" BEAMS
2"
2 PIECES D-4" 2 ROWS OF 16D NAILS ® 12" O.C.
2"
3 PIECES D-4" 2 ROWS OF 1/2" DAM BOLTS ® 12" O.C.
2"
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architects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
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PROJECT # 080122
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".
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR: PERMITTING
DATE: 03.01.2022
b 1 A-5
PROJECT TRUE
SCALE: 1 /4"=V-O"
0 1 2 4 8
UNLESS OTHERWISE NOTED
SHEET NO.
S.1
TOTAL NUMBER OF SHEETS
IN SET:
11
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
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