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18 STRAP AT RIDGE BOARD
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AT PARALLAM SUPPORT POST
- LOOTING SCHEDULE
FOOTING ID
FOOTING
COMMENTS Y
FTG-1
20" x 10" THICK. - _
CONCRETE f'r;-=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
P3
_COLUMN
3.5" x 5.25" PARALLAM COLUMN
HEADER SCHEDULE
HEADER ID
_
HEADER
HI
(2) 1 /a" x 7 Y4'" LVL
H2
(3) 2 x 10 SPF. No. 2 WITH(2) i'IEt11✓S OF /2" PLYWOOD(
H3 _..__
(3)-2 x 10 SPF. No. 2 WrM (2) PIECES OF T PLYWOOD
(3) 2 x 6 SPF. No. 2 WITH (2) PIECES OF Z" PLYWOOD
H4
H5
7 XV LVL v
BEAM SCHEDULE
HEADERID HEADER_
R'I (3) 1 Y4" x 16" LVL - CONNECT PILES TOGETHER WITH (3) 5" TRUS LAIC EWP SCREWS PER 16" O.C.
B1 (3) 1 Y4" x 7 74" LVL Y
B2 (2) 1 Y4" x 7 Y4" LVL
SHEARWALL HOLDDOWN SCHEDULE:
FOUNDATION HOLDDOWNS:
HDU"DS2.5 Wl SSTB28 V DIAMETER AMCI-iOR BOLT Wl CNW?/s
COUPLER NUT BETWEEN SSTS 28 AND 7/'" THREADED ROD INTO
HOLDOWN. POSITION SSTB28 W1 ANCHORMATE AND ABS TO
FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT
PLACEMENT.
SHEARWALL SCHEDULE:
WALL TYPE SCHEDULE:
AiFe PLYWOOD - (EDGES BLOCKED)
8d COMMON OR GALVANIZED BOX NAILS @ 6"0_C. EDGES AND
12" O.C- FIELD.
1-Ye PLYWOOD - (EDGES BLOCKED)
8d COMMON OR GALVANIZED BOX NAILS @ 3.O.C. EDGES AND
12" O.C- FIELD.
NOTE: FOR PLYWOOD SHEARWALL TYPES 1, Z AND 3 LISTED ABOVE,
8d COMMON OR GALVAW-ED BOX NALS = (0-131 x 2 Y2"). GUN NAILS
MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A
SUBSTITUTE.
CONNECTION TO CONCRETE FOUNDATION
SILL DATE CONNECTION TO CONCRETE
-sle DIA. ANCHOR BOLTS AT 48" O.C. (MAX)
NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE %7 DIAMETER
A307 STEEL ANCHOR BOLTS WITH 3' x 3" x X' PLATE WASHERS WITH
7" MINIMUM EMBEDMENT INTO CONCRETE.
SHEARWALL CONSTRUCTION:
1_ ALi_ SHEARWALLS TO HAVE 'DOUBLE TOP PLATES AND DOUBLE 2X
STUDS AT EACH END OF INALL- (UNLESS NOTED OTHERWISE)
2. FACE NAIL DOUBLE TOP PLATES YWJ l6d NAILS AT 16" O.C. USE
(10) - 16d NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES.
3• MLING FOR PERFORATED SHEARWALLS TO BE CONTINUED
ABOVE AND BELOW ALL OPEWNGS IN SHEARWALL.
4. ATTACH DOUBLE 2X 'STUDS AND BUILT-UP CORNER STUDS AT
SHEARWALL ENDS 11 rrH (2)10d (0-148 x 3";) NAILS AT Sa O-C. FOR
SECOND FLOOR SIhFAI d'ALL—S AND (2) 10d 1.0.148 x 3") NAILS AT 4" O-C.
STAGGERED FOR (FIRST FLOOR SHEARWALLS.
6: REFER TO HOLDIDOWN SCHEDULE IFOR TIE DOWNS AT SHEARWALL
ENDS.
THESE PROJECT DRAVAKG% W-LUDINO THE NI?T>rS
AND DErAII.S. ARE THE SOLE PROPERTY OF SADERA PROJECT NAME:
ENOIIISER016% L.L.C. MY USE wf WMff PRIOR WRITTEN C€1P38EPii 18 3TRiG'tLY PROHIBITED.
BARRY RESIDENCE
ADDRESS:
95 WILFIN ROAD, YARMOUTH, MA
` CC� COPYRIGHT - SAi7ERA MIEERStO. L.LC: No
2x6 WALL
HFiiC T-UP POST 4" O.C.
+ +
HOLD DOWN +
(PER Pam) + +
+
PLAN VIEW ELEVATION VIEW
NOTES:
1. ATTACH STUDS A BUB.T-UP CORMIR TOGETIIYGt WrnR (2) ROWS
OF IOd (0.148"x 30) NAILS AT4" O.C. STAGGERED FOR IST STORY
SHEARWALIS.
1 BUILT-UP CORDER AT
wF END OF SEMARWALL
NOTE CONTRACTOR SHALL BE RESPCMIBLE FOR
ALL TEMPORARY CONSTRUCTION AND OR SHQR
AS REQUIRED TO SUPPORT EXISTING STRUCTURE
DURING INSTALLATION OF NEW CONSTRUCTION AS
OiUTUNED HEREIN,
CONSTRUCTION SET i 946--2022
MAP -BLOCK NUMBER: 034.3 BADERA ENGINEERING, L.L.C.
PO-p.-{{,B,pB��C- 25,��1 MA.,+,U
PH: (M)-7i0.11M
-
Rrr-VSl0N/ISSI'E 1 DA.7P*
JAMES A.'N
NDEI A, JR.
CIVIL
No. 41715
09-15-2022
DRAWING SHEET NAME:
CONSTRUCTION
NOTES
AND DETAILS
PROJF{,T No. +(
2022-Q 1 I
DATA
09/09/2022
STALE:
L1 jj
11
so
SHEET NO.
S400
5 QF: 6