HomeMy WebLinkAbout13 Brewster Rd plan 15BADERA ENGINEERING, L.L.C.
0
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0
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Q
LSTA18 STRAP
AT 16" O.C.
ROOF SHEATHING
(7) - 1 OD NAILS
a@ EACH END
— a"*�--ROOF
--+++I� ALTERNATEFTER PER PLAN
TACH OPPOSING RAFTERS
EAM OR RIDGE BOARD
AR TIE AS SHOWN. RIDGE
STRAPS NOT REQUIRED WHEN USING A
COLLAR TIE.
'--i-j RAFTER CONNECTION
SD2A AT RIDGE BOARD
SOLID POST AT
END OF SHEARWALL
RIDGE RIDGE STRAP
(PER (PER
DET. 14/SD1)
PLAN) (EACH RAFTER)
. .
. .
.
o.
.
TIMBERLOK
. .
. WOOD SCREW
® THRU VALLEY PLATE
2 x 10 ®
(3) - INTO RAFTER
RAFTER
(BELOW)
(TYP.)
2 x 12 FLAT
VALLEY PLATE
(TYP)
EDGE NAIL ROOF
SHEATHING
TO VALLEY PLATE
AT 4" O.C.
2
2 x 10 ROOF
AT VALLEY
OVERFRAMING
sD2
2 x 6 FLAT PLATE
ON TOP OF HEADER.
EXTEND TO OUTSIDE
LSTA36 HORIZONTAL
FACE OF KING STUDS,
STRAP - (3) TOTAL
TIGHT TO RIMBOARD
RIMBOARD
(PER PLAN)
ROOF SHEATHING
EDGE NAILING (6" o.c.)
2X BLOCKING BETWEEN
RAFTERS (NOTCH FOR
VENTILATION IF REQUIRi
REFER TO ARCHITECTUR
PLANS FOR MORE INFO. ;M
ROOF RAFTER PER PLAN. ( REFER-J
TO ARCHITECTURAL PLANS FOR
RAFTER DIMENSIONS AND EAVE
DETAILING) H2.SA (INSTALL PRIOR TI
BLOCKING AND PLYWO(
DOUBLE 2X TOP PLATE SHEATHING) ALTERNAT=
H2A
BEAM
(IF SHOWN ON PLAN)
FACE OF BLOCKING TO
TOP PLATES OF WALL AT
3 RAFTER TO TOP PLATE BBAY)YOTHERRAFTER
SD2
LVL BEAM
(PER PLAN)
ROOF SHEATHING
ROOF RAFTER
PER PLAN
EDGE NAILING
LE 2X TOP PLATE
STUD
UOR TO
PLYWOOD SHEATHING)
NOTE: NOT REQUIRED IF
112A IS USED AT EVERY
RAFTER.
R TIE BEAM TO
,S PER NOTE:#1.
°. •°. LVL HEADER '--SIMPSON
° HOEDOWN (PER PLAN) ST2122 STRAP
— — — — —
(PER PLAN) (EACH FACE)
PARALLAM
POST
(PER PLAN)
ENGINEERED LVL CUT SLOT IN FLOOR
BEAM (PER PLAN) SHEATHING FOR SIMPSON BC40 OR
STD BC60 POST BASE
JACK/KING STUDS NOTE: #1 CONNECT 4x10 DOUG FIR TIE BEAM TO (1) 2 X 10 SIDE
(PER PLAN) RAFTER. AT EACH FACE OF TIE WITH (3) %" DIA. A307 GRADE W
HEX BOLTS WITH USS-STANDARD ASTM A153 GALV. FLAT
777 WASHERS, EACH FACE., TYP.
6 HOLD DOWN AT 7 STRAP CONNECTION AT 8 LVL RIDGE BEAM 9' RAFTER TIE BEAM CONNECTION
SD2 INTERIOR FLOOR FRAMINGL.SD3)LVL HEADER sD2 AT PARALLAM SUPPORT POST sD2 AT TOP OF WALL
BUILT-UP CORNER STUDS
(PER DETAIL.(;))
4
a
3" TO 5" 44 REBAR a a
a
SILL PLATE 4
ANCHOR BOLT 4
(PER GSN) a
Q A
SSTBL HOLDOWN ANCHOR, U.N.O.
10 HOLD DOWN AT
sD2 EXTERIOR BUILDING CORNER
MODEL NO.
DIA.
MIN. EMBED.
MIN. REBAR LENGTH
SSTB16
5/8
12 %"
50"
SSTB20
5/8
16 %"
58"
SSTB24
5/8
20 %"
66"
SSTB28
7/8
24 %g'
74"
SSTB34
7/8
28 Y811
82"
SB 1x30
1
24"
96"
*NOTE: 94 REBAR TO BE CENTERED ON HOLDOWN AND
LOCATED 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL
PER SIMPSON MANUFACTURER'S SPECIFICATIONS.
v
#4 REBAR*
- SSTB HOLDOWN ANCHOR
(PLACE SSTB ARROW
a
ON TOP OF ANCHOR
Z
W
DIAGONAL IN CORNER
APPLICATION)
a J
a
o
EDGE DISTANCE
1.75" FOR 2X4 WALL
2.75" FOR 2X6 WALL
MIN REBAR
PLAN VIEW
5"
MIN.
CONTRACTOR TO REFER TO ARCHITECTURAL PLANS PREPARED BY PETER MCDONALD
ARCHITECT, DATED 01-16-2022, FOR "FORSTHUBER RESIDENCE", 13 BREWSTER, ROAD,
WEST YARMOUTH, MA, FOR ALL ARCHITECTURAL INFORMATION, BUILDING DIMENSIONS,
ELEVATIONS, SECTIONS, WALL LOCATIONS, WINDOW AND DOOR LOCATIONS AND TYPES,
FINISHES, AND ALL INFORMATION NOT SHOWN.
ABU66 POST BASE
CONCRETE PILASTER —
DIM. PER ARCH
CONCRETE
FOOTING
(PER PLAN)
No. 5 REBAR
(4) TOTAL
EACH DIRECTION
a
POST
(PER PLAN)
%" HOOKED ANCHOR BOLT WITH 7"
EMBEDMENT.
(OPTION: %' A307 ALL -THREAD ROLE
SET IN CONCRETE'NVTTH SDeSON
AT TYPE EPDXY WITH 6" MIN.
EMBEDMENT)
a.1
ELEVATION VIEW
(N.T.S.)
No. 5 VERTICAL AT 12"O.C.
HOOK INTO FOOTING
No. 3 STIRRUP TIE AT
6" O.C. VERTICAL
11 BEARING OF POST
>D2 AT CONCRETE PILASTER
UPI
(P
BUILT-UP CORNER STUDS
-,
it 1 31 iCtii
E
(PER DETAIL. I )
5 1 HOLD DOWN AT
SD2A EXTERIOR BUILDING CORNER
"PERMIT SET 01-31-2022"
- C ®rl— J
HEALTH DEPT
P.O. BOX 251
So. ORLEANS, MA 02662
PH: (508)-776-6804
email: jasbadera@gmail.com
'JAViES A. &,11,
ADERA, JR.
CIVIL cf)
No. 41715
01-31-2022
THESE PROJECT DRAWINGS, INCLUDING THE NOTES
AND DETAILS, ARE THE SOLE PROPERTY OF BADERA.
ENGINEERING, L.L.C. ANY USE WITHOUT PRIOR
WRITTEN CONSENT IS STRICTLY PROHIBITED.
COPYRIGHT - BADERA ENGINEERING, L.L.C.
PARCEL ID: MAP 29/13LOCK 141
No. REVISION/ISSUE DATE
DRAWING SHEET NAME:
STRUCTURAL
DETAILS
PROJECT No.
2021-029
DATE:
11 /22/2021
SCALE:
NONE
SHEET NO.
SD2