HomeMy WebLinkAboutBLD-16-00655424'-O"
a
(2) 1 3/4"X 11 l/8" LVL HEADER
AIS. 11
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iI II II r" a DK II 11 ❑ -4 - it -5 1 9-1t � 14I-5 L 8-3 I L 8-111 II
EXISTING RFA¢ DECK TO REMAIN/UPGRADE FINISHES
SPEAR WALL KEY
NOTE FOR SHEAR WALLS ad IS FOR GALVANIZED BOX NAIL OR COMMON NAIL
AT ALL EXTERIOR WALLS AND WHERE NOTED
1/2" OR 5/3" CDX WITH 8d AT b" O.C. AT PANEL
EDGES AND 1211 D.G. FIELD. STUDS AT 16" O.G. MAX.
1/2" OR 5/8" CDX WITH 8d AT 411 O.C. AT PANEL
EDGES AND 12" O.C. FIELD. STUDS AT 16" O.G. MAX.
1/2" CDX OR OSS WITH IOd AT 3" O.G. AT PANEL
EDGES AND 12" O.C. FIELD. USE 4x6's AT ALL
VERTICAL EDGES. STUDS AT 16" O.G. MAX.
68'-O°
NEW CONSTRUCTION
1m
O
(n
04
O
in
IST FLOOR LAYOUT REV 3
SCALE: 1/4" - 1'-0"
HOLD DOWN KEY
OSIMPSON LSTHDB OR LSTHDSRJ (FOR RIM JOIST APPLICATION) WITH 24-16d
SINKERS INTO A DBL STUD, EDGE NAIL SHEAR TO BOTH STUDS. AT FOUNDATIONU:-E
S" CONCRETE EMBEDMENT WITH 04 REBAR ABOVE THE EMBEDMENT PORTON.
OTO CLEAR SPAN FLOOR USE SIMPSON MSTC40 WITH 36-Ibd SINKERS, USE IB-ibd
NAILS TO DBL OR 4x STUD ABOVE FLOOR, BELOW FLOOR USE I15 -16d SI\<ERS TO DBL OR
4x STUD OR HEADER, SEE DETAIL FROM SIMPSON CATALOG. 16" CLEAR SPAN,
OSIMPSON PHOS WITH 14 -SOS 1/4"x3" WOOD SCREWS INTO DBL OR 4x STUD,
EDGE NAIL SHEAR TO BOTH STUDS, AT FOUNDATION USE SIMPSON SST520 AN' -HDR
BOLT WITH 16" CONCRETE EMBEDMENT WITH SINGLE POUR FOUNDATION. IF REwRED,
USE CONNECTOR NUT AND CONTINUOUS ALLTNREAD TO CONNECT ANCHOR BOLT TO
HOLD DOWN.
®TO CLEAR SPAN FLOOR USE SIMPSON MSTC18 WITH 60-166 SINKERS. USE 40-16d
NAILS TO DBL OR 4x STUD ABOVE FLOOR, BELOW FLOOR USE 40-I6d SINKERS TO DBL OR
4x STUD. SEE DETAIL FROM SIMPSON CATALOG. IS" CLEAR SPAN.
®5IMPSON STNDIO OR STHDIORJ (FOR RIM JOIST APPLICATION) WITH 25-16d
SINKERS INTO A DBL STUD, EDGE NAIL SHEAR TO BOTH STUDS. AT FOUNDATICW USE
10" CONCRETE EMBEDMENT WITH 04 REBAR ABOVE THE EMBEDMENT PORTION.
ANDERSEN 400 SERIES
OPENIND SCHEDULE
PRODUCT CODE
SIZE
COUNT
P.O. SITE
C234'-0"
x 2'-11 15/16"
1
R.O. 4'-M6" x 3' 9h'
FWG8068R
7.i1'A"X 6'-8"
1
R.O. 8'-0"X 6'-8"
TW2442
7-55's' x 4'-47/e"
1
R.O. 2'-61/a" x 4'-47/x"
TW2652-3
7'41'%" x 5'-47/a"
1
R.O. 7'-117A" x 5'-41/a"
TW2652
2'-755" x 5'-471"
8
R.O. 2'-81/e" x 5'-4Tk"
TW3046
3'-155" x 4'-87/8"
2
R.O. 3'-2'/e" x 4'-8T/s"
EXTERIOR DOORS
JELD WEN SP684FG9
3'-0"X 6'-8"
1
FWG606SR
6'-0"X 6'-8"
1 j
R.O. 6'-3"X6'-9"
192X84 - COUNTRY 3 PANEL
W/fransom SEE MANUF. SPEC.
161-0"
1
R.O. 16'-0"
OPENING SCHEDULE
NOTE:,
INSTALL SOLID BLCCKINC. DENE,4r H ALL
NEW INTERIOR U.1;6.LLS. BEARING AND NON BEARING,
IN EXISTING/NEW1 FLOOR SYSTEM.
SPRAY INSULATION it WALLS
BATT I.30 FG, INSUL * FLOOR AND CEILING.
TOWN OF `IA PAIGUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT'
COMPLIANCE,
DATE: 6-6-16
J
t
BUILDING OFFICIAL
HEADER
-DOUBLE TOP PLATE
PLATE UPLIFT STRAP
�3 =--- REFER TO TABLE 7 OR 8
pfILE COPY
FULL HGT. STUD— 1 HEADER UPLIFT ST P
�—
]ACK STUD REFER TO TABLE 9
SILL PLATE
OR A35
BOTTOM PL/
STRAP TO FOUNDA
SIMPSON STHD14
ORFIA/FSA
0 HS 5-61) OR HD SERIES Wl/
4-8p CS COUPLER
WFCM GUIDE 110 EXP.B
TYP, HOLD DOWN ID OPENINGS
USE SIMPSON COIL STRAPS CS16
MAY � 3 2016
-p -1114.
Eng, Stamp
SCALE:
11401m1`
DRAWN BY:
wk�.'�.'sol!2 9
Monday, May 2, 2016
REVISED:
Monday, May 2, 2016