2020.0072.SF0003 Parcel 64421100201- lot #2 plans pg 4ATTIC TRUSSES @ 2-24" O.C.
ROOF 5t1EATl=1NG
— EDGE NAILED
I! - I CLIP5 5,6, jS
DWG 1CR,,C�
ROOF FRAMING DETAIL
HEEL TRUSS - WALL CONNECTION
2X:4 OUT L00K.5 C . O 0, C.
(c, . c5 rt
51N'IPS-0N A-35 CLIP5 @ j ` O.C.
OTE: G'\'uY FOF: GAE1 SEATPiNG
I ,IAT DOE NO OVf'�,P AND EDG
WALL PLATE5
ROOF 17RAJM'NG DETAIL
END TRUSS -'WALL CONNECTION
-2.5 CLIPS" 0.C:
.5.01 to/ALL
PLACE 5EFORE BLKG,
TRUSS or 2x
N`: AI LER is/(Z]
2x VE'N T ED BLGCKIN
5HEAR WALL EDGE NAILING
NTO 2x BLKG.
G
.-DGµ t . _. i..`G
X FLY RA" -n(" 1 r
_D : NAIL I\G
GA=Lf TK S FL, IN
JOINT TO TOP
r:A.TC5 I - ; 12` M I N\ I M LAMI
UPPER Vk,ALL vl,,
-,�lj-fjl�rlNG; __
Ni
Of Vv'A . ,J o n -L
2x BLKG. 57v,'*,:.
7C) MATC ROOF SLOPE
FLf-,CE �..,FTCR k�-2.5 CLIPS
I Gd'5 C
_ i4
GPT 0NAL �,-2.55 PLACEME1� 1 1a4 O.C.
TOP OF TRUSS % BLKG t 51DE OF STUD
2xG BLKG. BTWIN 11-2.5 PLACEIVENT @ 4,5" O.C. - TRUSS TO BLKG.
STUDS @ 11-2.5"5 ' (SLOT 5t1EATHING TO PA55)
vv/ LU 2Cv'5 '. r---- I,1ANGER5 B 1 <U55 MFGR.
DIZ
EDGE NAILING TO
2x VENTED PLK5.
2x4 FLAT BLKG.--
BT'A'N. TRU55E5
�°d's @(p " O.C.
A-35 CLIPS
INTO 2x LEDGER/ WALL
ROOF FRAMING DETAIL
ROOF - PORCH SOFFIT SHEAR TPANS~ER
�— BM. - 5EE PLAN
h- I CLIPS i~}�
(PLACE BEFORE DL KG.)
A-35 CLIPS
@" 0.(
NOTE:
A-35'5 NOT
5MEATMING
t EDGES @
PFR ci W S;
SECTION W/ SOLID RIM MEMBER
UPPER WALL
d'5 @ l�,v"O.C.
EDGE NAILING
8d NAILS f
EA. 51DE OF WEB
e'. a.c.
5tiEAR WALL
UPPER FLOOR FRAMING DETAIL
FLOOR - SHEAR WALL CONNECTION
SECTION W/ TJI RIM MEMBER
UPPER 5t1EAR WALL
I
(2) I Gd'5 @ I G" O.C.
TO RIM JOI5T5
1
EDGE NAILING
.I�
s.
(2) 8,1 NAI L5
PER J015T
LOWER 5HEAR WALL
UPPER FLOOR FRAMING DETAIL
FLOOR - SHEAR WALL CONNECTION
A -35F CLIPS @ "
EDGE NAIL
(2) I OVV5 1—,,J C. C.
"LIPS @
t�
UPPER FLOOR FRAMING DETAIL
FLOOR - SHEAR WALL CONNECTION
( D d'5 @ (0 " O.C.
PRE-MANUF, J015T5
51MP50N STRAPPING '
NAILED INTO PULL DEPTI1 BLKG.
@ UNDER SIDE OF FLR. J5T.
ma
STRAPPING DETAIL
BLOCKING - STRAPPING t� FLOOR
Pr.. -,u- LIosST
FLOOR 5! TEAT MNG
FULL DEPTH I-J5T BLKG
BTWN. J015T5
NOTE: `'r l " MINIMUM
LENGTH OF 5TR,4P NAILFD
TO TOP OF %4t– 6EYOND
SEE' PLAN
TYPICAL SHEARWALL NAILING AND HOLDONN'-N
CALLOUTS. SEE THIS SHEET FOR NOTES/SCHEDU:
TYPICAL AT ALL EXTERIOR
`FALLS UNLESS OTHERWISE NOTED
TYPICAL SHEAR -WALL NOTES
All wall sheathing shall be 15/32" CDX plywood, 7/16" OSB, or as
called out below, with exterior exposure glue and span rated "SR
24/0" or better. (5/8" T1-11 siding is an acceptable
substitution except where 5/8" or thicker sheathing is
specifically called out in the schedule below). Sheathing may be
installed either horizontally or vertically. Wall studs must be
spaced at 16" on center.
All nails shall be per table below. Nail size and spacing at
all sheathing edges shall be as required in shear -wall schedule
below.
Nail Type
Diameter (inches)
Length (inches)
8d box
0.113
2-1/2
loo box
0.128
v
2
16d sinker
0.143
3-1/4
8d common
0.131
2-1/2
10d common
0.148
3
ALL SHEARWALL FRAMING LUMBER SHALL BE DOUG -FIR SPECIES MATERIAL.
SHEAR -WALL SCHEDULE
�l sheathing nailed with 8d box at 6" on center all edges
= 260 plf. .
Wsheathing nailed with 8d at 4" on center all edges. Use 3X
(MINIMUM nominal thickness} material `or framing members
receiving edge nailing from abutting vertical panel edges
380 plf. .
W18/32" sheathing (5/8") nailed with 10d box at 2" on center
all edges. Use 3X (MINIMUM nominal thickness) material for
all framing members receiving edge nailing from abutting
vertical panel edges, including the mudsill plate = 770
plf. .
ADDITIONAL SHEAR WALL NOTES:
* Blocking is required at all horizontal free -edges of
sheathing. Sheathing edge nailing is required at all
holdown posts.
* Intermediate framing is to be minimum 2x members with
nailing at 12" on center.
* Double 2x studs nailed together with (2) rows of 10d`s
at 4"o.c. may be used in place of a single 3x stud,
unless otherwise required in holdown schedule below.
HOLDOWN SCHEDULE
Bold -downs shall be Simpson "Strong Tie" and shall be installed
per the manufacture's recommendation. All floor systems shall be
blocked below member that holdowns are attached to. This block
shall be equal to or larger than the member the holdown is
attached to and be placed as a "squash block".
All double OR triple studs (ALLOWED PER HOLDOWN SCHEDULE BELOW)
shall be nailed together with (2) rows 10d's staggered at 4" on
center each row for each layer.
HTT4 attaches to concrete foundation with a Sim son SSTABI
p 6 bolt
12" minimum into concrete. HTT4 attaches to double 2X
studs with (18) 16d SINKER nails in wall above.
Capacity = 4235# DF/SP, 3640# SPF/HF
I
HTT5 attaches to concrete foundation with a Simpson SSTAB24 bolt
20" minimum into concrete foundation. HTT5 attaches to
double 2X studs with (26) 16d SINKER nails in wall above.
Capacity = 5295# DF/SP, 4555# SPF/HF with BPS/8-2 bearing
washer in seat of holdown.
LSTHDS/LSTHD8RJ---embeds a minimum of 8 inches into concrete
foundation and to a 4X6 stud with (20) 16d sinker
nails in wall above.
STHD14/STHDI4RJ--embeds a minimum of 14 inches into concrete
foundation and to a 4X66 stud with (30) 16d
sinker nails in wall above.
EA.
51DE OF SPLICE
NJ
TOP VIEW
4` 4' 4` T'rF
1 1 1
51DE VIEW
t{
NCTE: �21 MINIMUM BETWEEN 5PUCE5
I=LOOR 1`RA1,A1NGDETAIL
&4AIN
AL TOP PLATE SPLICE
UPPER FLOOR FRAMING PLAN
MAIN FLOOR SHEARWALLS & HOLDOWNS PLAN
ATTENTION:
ALL ENGINEERING CALLOUTS ON THESE PLANS
MUST BE STRICTLY FOLLOWED! NO EXCEPTIONS!
ANY CHANGES OR MODIFICATIONS MUST BE PRE -
APPROVED BY THE ENGINEER OF RECORD!
THOMPSQN ENGINEERING, INC,
8274 28TH COURT, STE. 201 LACEY, WA 98516 �.�- T HSM
PHONE: {360) 918-8079 email: rthampsonengineering@yahoo.com 24P °�� of `� .o
SCALE: DRAWN 8Y: ,
DATE: PROJECT #Za-O2� REVISED:
RESIDENTIAL PLAN I78a-PRIDE CONSTRUCTION � �f 2'�
FRA�'IING/S1V/Hb PLANS, Nt�TES 8c DETAILS SHEET S2 tlF 3
2