HomeMy WebLinkAbout40 Mayflower Ter plan 8FRAMING 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
OST
BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 400 P.S.I. THE MINIMUM
ALLOWABLE MODULUS OF ELASTICITY (E) SHILL 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
;6
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.
THREADED ROD SET IN TO 7,
ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING
TUBE OR FOOTING 24"
AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC.
PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL.
SONO TUBE OR 8.
BUILT-UP BEAMS (3 PLY MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED
FOOTING
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.
TYPICAL EXT. POST BASE
NOT TO SCALE
AC6
TYPICAL EXT. POST CAP
NOT TO SCALE
SHOP WELD 3/16" FILLET
ALL AROUND, TYP.
1 1/2"
1 1/2"
1 1/2-
:) 3/4"X8"X12"
1 1/2"
i
TOP OF FOUNDATION
!
i
3/4"! BASE
!
i
1 /4" LEVELING
+
I I
/�
4GROLIT
I,I
Ii-
Ii
I I'•
ti
F I
+,
ALL THREAD ROD
W DOUBLE NUT & WASHER
L
II.
J i
II
dI
Ii:
BASE PLATE DETAIL
1 SCALE 1-1/2" = 1'-0"
FINISH FLOOR
3/4" T&G SUBFLOOR
GLUED & NAILED
BEAM SIZES VARY
R30 FIBERGLASS INSULATION
2X PADDING. BOLT TO
TOP OF STEEL
NEW STEEL GIRT
SUSPENDED CEILING -J
DROP STEEL DETAIL
1 O SCALE 1-1/2' = -0"
3 1/2- CONC. FILLED STL. COL.
NOT TO EXCEED 10 KIPS
LOADING &/OR 8' IN HEIGHT.
MAX. SPACING 7'-0" O.C.
OR 4X4X.25 TS COLUMN, SEE PLANS
4" CONCRETE SLAB 10 MIL POLY
VAPOR RETARDER
CONCRETE FOOTING
r--BASE PLATE
!II I�il
'II�II! 1111=
3 @ #5 REBARS, CONT. AIN IEII=11
E—BOTH WAYS (TYPICAL) ;II"!11imll=
�!II 1111�'
7-
" IY - 11=1HI lilt Ifi! i(11-III III!-1111 fii! ,.iil Ini IIIi) -1�it !!!!-il fl -1 i Il=ilii=
_' III�1�1=111I-1I
=,Ini �I! olli �I11=i1t!=+I�� SEE FOu ATO RM
COLUMN FOOTING DETAIL
1 SCALE 1-1/2" = 1'-0"
6X6 PT POST
ABU66 POST BASE
W'/ THREADED ROD SET
IN TO TUBE 24"
u
1 " DIAM SONO-TUBE
W2i 28" DIAM BIGFOOT-
MAINTAIN', 48" COVERAGE
DECK SUP'P(DRT DETAIL
8 SCALE 1-1/2" = 1'-0"
3/8" WEB STIFFENED
Op
/2" CAP PLATE W4)3/4"DIAO,�.T -3
HWELD 3 16
ALL AROUND 4YP.
GENERAL NAILING SCHEDULE
JOINT DESCRIPTION
NUMBER OF
NUMBER OF
COMMON NAILS
BOX NAILS
NAIL SPACING
ROOF FRAMING
BLOCKING TO RAFTER (TOE -NAILED)
2-8D
2-10D
EACH END
RIM BOARD TO RAFTER (END -NAILED)
2-16D
3-16D
EACH END
WALL FRAMING
TOP PLATES AT INTERSECTIONS (FACE -NAILED)
4-16D
5-16D
AT JOINTS
STUD TO STUD (FACE NAILED)
2-16D
2-16D
24" O.C.
HEADER TO HEADER (FACE -NAILED)
16D
16D
16" O.C. ALONG EDGES
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED)
4-81D
4-10D
PER JOIST
BLOCKING TO JOIST (TOE -NAILED)
2-8D
2-10D
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE -NAILED)
3-16D
4-16D
EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED)
3-16D
4-16D
EACH JOIST
JOIST ON LEDGER TO BEAM (TOE -NAILED)
3-8D
3-10D
PER JOIST
BAND JOIST TO JOIST (END -NAILED)
3-16D
4-16D
PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED)
2-16D
3-16D
PER FOOT
ROOF SHEATHING
WOOD STRUCTURAL PANELS
RAFTERS OR TRUSSES SPACED UP TO 16" O.C.
8D
10D
6" EDGE / 6" FIELD
RAFTERS OR TRUSSES SPACED OVER 16" O.C.
8D
10D
4" EDGE / 4" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG
8D
10D
6" EDGE / 6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/ STRUCTURAL OUTLOOKERS
8D
10D
6" EDGE / 6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS
8D
10D
4" EDGE / 4" FIELD
CEILING SHEATHING
GYPSUM WALLBOARD
5D COOLERS
-
7" EDGE / 10" FIELD
WALL SHEATHING
WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24" O.C.
8D
10D
6" EDGE % 12" FIELD
1/2" AND 25/32" FIBERBOARD PANELS
8D1
-
3" EDGE / 6" FIELD
1/2" GYPSUM WALLBOARD
5D COOLERS
-
7" EDGE / 10" FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
1" OR LESS
8D
10D
6" EDGE / 12" FIELD
GREATER THAN 1"
10D
16D
6" EDGE / 6" FIELD
1 CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS.
NAILS- UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT
DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED.
TOP PLATE SPLICE
BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE (FT.)
SPLICE LENGTH
(FT.)
12
16
20
24
28
1 32
1 36
1 40
1 50 1
60
1 70
1 80
NUMBER OF 16D COMMON NAILS PER EACH SIDE OF SPLICE
2
4
6
8
8
NP
NP
NP
NP
NP
NP
NP
NP
4
4
6
7
8
10
12
14
16
NP
NP
NP
NP
6
4
6
7
8
10
12
14
16
20
24
NP
NP
8
1 4
1 6
1 7
1 8
10
12
14
16
20
24
128
132
NP= NOT PERMITTED
ANGE
3OLTS
SIDE.
3 TOP
BEAM
COL.
WALL CONNECTIONS FOR ENDWALL ASSEMBLIES
WALL HEIGHT (FT.)
STUD SPACING
UPLIFT
(LB,)
8
10
12
14
16
18
20
PLATE -TO -STUD - NO. OF 16D COMMON NAILS - (ENDNAILED)
12" O.0
127
2
2
2
2
2
2
2
16" O.0
169
2
2
2
2
2
2
2
24" O.0
253
2
2
2
3
3
3
4
WALL OPENINGS - HEADERS IN LOADBEARING WALLS & NON-LOADBEARING WALLS
HEADER SPAN (FT.)
MINIMUM HEADER
SIZE
REQUIREMENTS AT EACH END OF HEADER
NUMBER OF
FULL -HEIGHT STUDS
UPLIFT (LB.)
LATERAL (LB.)
HEADERS IN LOADBEARING WALLS
2
2-2X4
1
277
132
3
2-2X4
2
416
198
4
2-2X4
2
554
264
5
2-2X4
3
693
330
6
2-2X6
3
831
396
7
2-2X8
3
970
462
8
2-2X12
3
1,108
528
9
3-2X10
3
1,247
594
10
3-2X12
4
1,385
660
11
4-2X10
4
1,524
726
HEADERS IN NON-LOADBEARING WALLS AND WINDOW SILL PLATESI
2
1-2X4 (FLAT)
1
60
132
3
1-2X4 (FLAT)
2
90
198
4
1-2X4 (FLAT)
2
120
264
5
1-2X4 (FLAT)
3
150
330
6
1-2X6(FLAT)
3
180
396
7
1-2X6 (FLAT)
3
210
462
8
1-2X6 (FLAT)
3
240
528
9
2-2X6 (FLAT)
3
270
594
10
2-2X6 (FLAT)
4
300
660
11
2-2X6 (FLAT)
4
330
726
12
2-2X6 (FLAT)
5
360
792
T Y f' BEAM TO COL. CONNECTION 120 2 40 (FLAT)
CAN BEING SUBSRING TITUTED TU TED FOR 1-2X6ALLS AND WINDOW (ILL PLATES,
9 c ) (FLAT)
SCAL^ - - 1'-0.
archr
'LftLt5
qe, 60eff
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
THE
LE
RESIDENCE
C'l7
MAYFLOWER
TER E
SOUTH
YAR M A TH'
I PROJECT # 410920
2020 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
RECEIVED
MAR 07 2022
BUILDING DEPARTMENT �V:_
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
b 1 9
PROJECT TRUE
SCALE: 1 /4"=V-0"
0 1 2 4 S
UNLESS OTHERWISE NOTED.
SHEET NO.
A,4
TOTAL NUMBER OF SHEETS
IN SET:
8
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS