HomeMy WebLinkAbout95 Wilfin Rd plan 5FLOOR JOIST
(PER PLAN)
IN
SILL PLATE
(PER GSN)
a a
No. 4 REBAR AT 24" O.C.
(HORIZONTAL)
fc - 3000 PSI
Fy - 60 ksi
No. 5 REBAR AT 481, O.C.
(VERTICAL) a
ALTERNATE LEGS IN
FOOTING. 3.0" COVER
a
n
(3) No. 5 REBAR CONT.
3" FROM BOTTOM OF FIG,
FOUNDATION WALL
FLOOR JOIST
(PER PLAN)
j\� "
a
SILL PLATE
\//\\
AT 48 OORC OLT
$
(PER GSN)
a 4
No. 4 REBAR AT 24" O.C.
a.
(HORIZONTAL)
fc = 3400 PSI
Fy - 60 ksi
No. 5 REBAR AT 48" (LC. G
(VERTICAL)
ALTERNATE LEGS IN
FOOTING. 3.0" COVER
a
d
a n
n a
a
(3) No. 5 REBAR CONT.-/
3" FROM BOTTOM OF FTG.
21 FOUNDATION WALL
FOOTING SCHEDULE
FOOTING ID
FOOTING
COMMENTS
FTG-1
20" x 10" THICK
CONCRETE f'c=3000 PSI
(3) No. 5 REBAR (CONT.), 3" FROM BOTTOM
OF FTG.
COLUMN SCHEDULE
COLUMN ID
COLUMN --
P1
5.25" x 5.25" PARALLAM COLUMN
P2
3.5" x 5.25" PARALLAM COLUMN
P3
3.5" x 5.25" PARALLAM COLUMN
HEADER SCHEDULE
HEADERID
HEADER
H 1
(2) 1 Y4" x
H2
(3) 2 x 10 SPF. No. 2 WITH (2) PIECES OF 2" PLYWOOD
H3
(3) 2 x 10 SPF. No. 2 WITH (2) PIECES OF 4" PLYWOOD
H4
(3) 2 x 6 SPF. No. 2 WITH (2) PIECES OF %" PLYWOOD
H5
(2) 1 4" x 7 4" LVL
BUILT-UP CORNER STUDS
(PER DETAIL. I )
HDU HOLDOWN
II
THREADED ROD
MODEL NO.
"A.
MIN. EMBED.
MITI. REBAR LENGTH
SSTB16
5/8
12 %"
50"
SSTB20
5/8
16 %-
58"
SSTB24
5/8
20 %"
66"
SSTB28
7/8
24 %"
74'
SSTB34
7/8
28 %"
82"
SB100
1
24"
66"
*NOTE: #t4 REBAR TO BE CENTERED ON HOLDOWN AND
LOCATED 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL
PER SHVIPSON MANUFACTURER'S SPECIFICATIONS.
T
4��)
R4 REBAR{
SSTB HOLDOWN ANCHOR
SS
J
ON TOP OR
3" TO 5" BAP 4
DIAGONAL IN CORNER
SILL PLATE. NW COUPLER 41
z
APPLICATION)
ANCHOR BOLT
d
a
(PER GSN) SSTB HOLDOWN ANCHOR-
EDGE
S' FOR 2X4 WALL
7
MIN REBAR
2.75" FOR 2X6 WALL
HOLD DOWN AT
5„ MIN.
VIEW
�Dl EXTERIOR BUILDING CORNER
ROOF SHEATHING EDGE NAILING (6" ox)
2X BLOCKING BETWEEN
RAFTERS (NOTCH FOR
VENTILATION IF REQUIRE
REFER TO ARCHITECIUR.
PLANS FOR MORE INFO.)
ROOF RAFTER PER PLAN. (REFER)
TO ARCHITECTURAL PLANS FOR
RAFTER DIMENSIONS AND EAVE
DETAILING) - H2.5A (INSTALL PRIOR T(
BLOCKING AND PLYWOC
DOUBLE 2X TOP PLATE SHEATHING) ALTERNATE
H?e
BEAM
(IF SHOWN ON PLAN) A35 (INST.
FACE OF BLOCKING TO
TOP PLATES OF WALL AT
pi RAFTER TO TOP PLATE BEAVE Y OTHER RAFTER
BEAM SCHEDULE
HEADERID
HEADER
R1
B1
(3) 1 %4" x 16" LVL - CONNECT PILES TOGETHER WITH (3) 5" TRUS LOK EWP SCREWS PER 16" O.C.
(3) 1 Y4" x 7 Y4" LVL
B2
(2) 1 err x 7 4" LVL 1
SHEARWALL HOLDDOWN SCHEDULE:
I FOUNDATION HOLDDOWNS:
®HDU8-SDS2.5 W/ SSTB28 %" DIAMETER ANCHOR BOLT W/ CNW%
COUPLER NUT BETWEEN SSTB 28 AND 7/ THREADED ROD INTO
HOLDOWN. POSITION SSTB28 W/ ANCHORMATE AND ABS TO
FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT
PLACEMENT.
SHEARWALL SCHEDULE:
WALL TYPE SCHEDULE:
-- 3
)OF RAFTER
,R PLAN
)GE NAILING
2X TOP PLATE
A732. F'LYWUOD - (EDGES BLOCKED)
8d COMMON OR GALVANIZED BOX NAILS @ 6"O.C. EDGES AND
12" O.C. FIELD.
15/32" PLYWOOD - (EDGES BLOCKED)
2 8d COMMON OR GALVANIZED BOX NAILS(" 3" O.C. EDGES ,AND
12" O.C. FIELD.
NOTE: FOR PLYWOOD SHEARWALL TYPES 1, 2, AND 3 LISTED ABOVE,
8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 Y2"). GUN NAILS
MATCHING THE NAIL DIAMETER AND LENGTH MAYBE USED AS A
SUBSTITUTE.
CONNECTION TO CONCRETE FOUNDATION
SILL PLATE CONNECTION TO CONCRETE
5a" DNA. ANCHOR BOLTS AT 48" O.C. (MAX.)
NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE %" DIAMETER
A307 STEEL ANCHOR BOLTS WITH 3" x 3" x Y4" PLATE WASHERS WITH
7" MINIMUM EMBEDMENT INTO CONCRETE.
SHEARWALL CONSTRUCTION:
1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X
STUDS AT EACH END OF 'N.ALL, I,UNLESS NOTED OTHERWISE)
2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C. USE
(10) - 16d NAILS AT EACH '.SIDE OF LAP SPLICES IN TOP PLATES,
3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED
ABOVE AND BELOW ALL CIPEN!'NGS IN SHEARWALL.
4. ATTACH DOUBLE 2X 'STUDS A.NID, BUILT-UP CORNER STUDS AT
SHEARWALL ENDS WITH (2) 10d (0.148 x 3") NAILS AT 6" O.C. FOR
SECOND FLOOR SHEARWALLS AND (2) 10d (0.148 x 3") NAILS AT 4" O.C.
STAGGERED FOR FIRST FLOOR SHEARWALLS.
5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL
ENDS.
THESE PROJECT DRAWINGS, INCLUDING THE NOTES
AND DETAILS, ARE THE SOLE PROPERTY OF BADERA PROJECT NAME:
ENGINEERING, L.L.C. ANY USE WITHOUT PRIOR
WRITTEN CONSENT IS STRICTLY PROHIBITED. THE
B A R RY RESIDENCE
ADDRESS:
O COPYRIGHT - BADERA ENGINEERING, L.L.C. 95 WILFIN ROAD, YARMOUTH, MA
MA,P-BLOCK NUMBER: 034.3
I REVISION,/ISSUE I DA_=
LS90 CLIP
NEW 2x1O TO RIDGE
(TYP AT ALL NEW RA
ROOF SHEATHING
(7) - HOD NAILS
AT EACH END I
LSTAI8STRAP
AT 16" O.C.
— 2 x 4 VERTICAL
EACH SIDE OF RIDGE
2x6
STRAP AT RIDGE BOARD
AND NEW RIDGE BEAM
LSTA18 STRAP
AT 16" O.C.
ROOF SHEATHING
(7) - IOD NAILS
AT EACH END
`— SEE ALTERNATE
ROOF RAFTER PER PLAN
ALTERNATE: ATTACH OPPOSING RAFTERS
BELOW RIDGE BEAM OR RIDGE BOARD
WITH 2 x 8 COLLAR TIE AS SHOWN. RIDGE
STRAPS NOT REQUIRED WHEN USING A
COLLAR TIE.
18 STRAP AT RIDGE BOARD
sDI OR STRUCTURAL RIDGE BEAM
2x6 WALL
BUILT-UP POST 4" O.C.
HOJPLAN)
+
(PE +
PLAN VIEW ELEVATION VIEW
NOTES:
1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS
OF IOd (0.148"x 3.0") NAILS AT 4" O.C. STAGGERED FOR 1ST STORY
SHEARWALLS.
1 BUILT-UP CORNER AT
KwEA END OF SHEARWALL
RIDGE STRAP
RIDGE (PER PLAN) (PER DET. 14/SDI)
(EACH RAFTER)
0
TIMBERLOK
WOOD SCREW
2 x Io THRU VALLEY PLATE
RAFTER (TYP.) (3) - INTO RAFTER
(BELOW)
2 x 12 FLAT
VALLEY PLATE (TYP.)
EDGE NAIL ROOF SHEATHING
TO VALLEY PLATE AT 4" O.C.
17 2 x 10 ROOF OVERFRAMING
9DI 4 AT VALLEY
RIDGE BEAM
PARALLAM (PER PLAN)
POST
(PER PLAN)
ST2215
NAIL EXTERIOR
WALL SHEATHING TO
POST WITH (2) ROWS
OF 10d x 2 Z" NAH S AT
6" O.C.
ST2215 ST2215
HEADER (PER PLAN)
IF OCCURS
l LVL RIDGE BEAM
IDi AT PARALLAM SUPPORT POST
CONSTRUCTION SET 09-16-2022
BADERA ENGINEERING, L.L.C.
P.O. BOX 251
So. ORLEANS, MA 02662
PH: (508)-776-6804
email: jasbadera@gmalLoom
JAMES A.
ADERA, JR. U�
CIVIL cn
No. 41715
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL TEMPORARY CONSTRUCTION AND OR SHORING
AS REQUIRED TO SUPPORT EXISTING STRUCTURE
DURING INSTALLATION OF NEW CONSTRUCTION AS
OUTLINED HEREIN.
DRAWING SHEET NAME:
CONSTRUCTION
NOTES
AND DETAILS
PROJECT No,
2022-011
DATE:
09/09/2022
SCALE:
Y4 11 = 1 1-011
SHEET NO.
S 400
09-16-2022
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