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A ON$ AT 3" OC ON EDGE, 6" OC IN FIELD. FASTEN TO TRUSS TOE NAILS EACH TRUSS TOE NAILS EACH TRUSS
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�rER KING STUOS MAY ERVE OWS 1 Od 4" OC 7/16" OSO OVER 2x4 SPF STUDS NAILS IN LAP, TOP PLATES TO STUD W/TPP4
Dot W/(IO)Bd ON EVERY OTHER 5TU0
5TU03 AT THE EN83 Of 0 115" OC, FASTEN29SB W/Bd, 2x4 SPF STUDS AT 16" OC
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ALL) (2)RTPW36 W/(24)1 Od
OF (4)1 Od BETWEEN SHEET ROCK QYP) 3' OC IN DESIGNATED 2nd FLOOR
EACH STM SW SECTIONS.
/16" OS8 ATTACHED TO 2x4
STUDS 12" OC ELSEWHERE,
AT 16" OC, FASTEN WITH MIN 80
3/4' T&G PLYWO
NOTESi AT 3" OC ON EDGE, 12'0 OC IN FIELD.
1, 5/16" HARDI-PANEL IS PERMITTED AS SUBSTITuTION!FOR 7/16" OS9 -A
^LS ONLY IF NOTED ON THE FIRAM�O PLAN�
ON EXTERIOR I FLOOR TRUSS OR I-JOISTS
2, OPENINGS IN 3HEARWALL SEGMENTS PERAOITTEO ONLY IF SHOWN ON THE
fRAMM PLM. PROVIDE SHEARWALL NAIUNG PATIE ABOVE AND BELOW
OPENINGS,
FOOTING (SEE W.Al. 1 SGP3 SPECIFIEP FOR SWI ktAY BE SUBSTITUTE WIT4 FTP28 W/24-16d, TIE UPPER FLOOR STUDS TO
WALL SECTION) HOLD 0OWN3 LOWER FLOOR STUDS OR >
PER TABLE
LOWER FLOOR BEAM WITH
NOTE: THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR SE IN AREAS WHERE SEMCO RTPGA838 W/116) C,
TIE UPPER FLOOR STUDS TO
THE SHEARWALL RUNS PARALLEL TO THE TRUSSES, �T"HIS IS A PREFERRED 10d, SPACE STRAPS 2" OC,
LOWER FLOOR STUDS OR
ALTERNATIVE TO FRAMING A80VE THE PLATE LINE TOITHE ROOF DECK, P ALL INTER-STORY
SHEARWALL ASSEMBLY ADETAIL ONNECTIONS LOWER FLOOR BEAM WITH
H
DOUBLE 24 'NO, 2 SYP TOP PLATE, SEMCO RTPGA836 W/(16)
FASTEN W�(2) ROWS 10d COMMONS 10d, SPACE STRAPS 320 OC�
P ALL, INTER-STORY
16* OC S AGGERED (UNO), MIN 24" LAP
W/MIN (12)10d IN LAP, rONNECTIONS) Uj C*i
7/16" OS8 OVER 20 SPF STUDS
0 16" OC, FASTEN OSEI W/8d - 2x4 SPF STUDS AT 16* OC
6" OC ON EDGES, 12" OC N"'�
IN FIELD,
12" ANCHOR BOLT OR WEDGE
ANCHOR (5,25" EMBED) W/2"SQ
x 1/8" WASHER AT 48" OC \J
x4 NO. 2 SYP PT BOTTOM PLATE
BOTTOM PLATE TO STUD W/TPP4
24 NO, 2 SYP PT 130TTOM PLATE
BOTTOM PLATE TO STUD W/TPP4 1/2" ANCHOR BILT W/2"SQ x 1/8" WASHER W/(10)ad ON EVERY OTHER STUD
-UD
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4" 4
FINISH 80 MIN
GRADE
MIN 6 x 6 W1,4 x W1.4 WWF
TPP4 W/(iO),84 TRUSS TO TOP PLATE WITH HOPTI W
024"H2UMIN 2 a ald� JACKS 7' LONG ZO
VIORT FASTENED TO TOP PLATE FOOTING TO BEAR ON WATERPROOF BARRIER
i I
PER R) 4*)
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WITH ON"LY3)1 4 TOE NAILS, 4 FIRM UNDISTURBED SOIL
Q
8" MIN 4
5 1/2- NOTES; Masonry sternwoll may be used in lieu of monolithic footin Install scheduled bottom IA
4 plate anchor ,IA-53, anchor bolt, or wedge anchor) within of tIeoring wall ends and 0
6 x 6 WI�4 x WlA WWF 6 x 6 1.4 F within 12" of oor openings in bearing wolfs, Sao typical concrete sections for reinforcing
I MIN
NO, 2 HEA`i"L SIZE AND NUMBER 11
and dimernsions of footings,
OF PLIES PER FRAMING PLAN CALLOUTS
WATERPROOF BARRIER WATERPROOli BARRIF-R 4"
6"B�PT, E T N ION (2 #4 CONT FOR b-112" UNDER 1 STORY WALL
IN ICK L TONS -16" UNDER 2 STORY WALL MULTI-STORY
(334 CONT FOR b
ON FND
F1SPjfUtN C R1 P P"ANO !YPICAL WALL SECTION
IN OUAN (3)#5 CONT FOR bw2O" UNDER 3 STORY WALL CURB 'STEP' SECTION 4
Tin KINO 5, QUANTITY
AER CALLOUT ON- ON
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�'0)164 BETWEEN )16d BETWEN MONOLITHIC FOOTING SECTION �1 te b
MENT CRIPPLES NT CRIPPLE$
AND K111403
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AND NOS
ALL CRIPPLES TO
MER:
L CRIPPLES TO RTFW`16 WQ6464
BOTTOM PLATE IN HEADER 8) 64 NOTE� PROP RATED OPEN
#4 W/9" 9EN0 BOTTOM 60" OC
PP4 /(12 Vol Z
IN CRPPU� WES WS HEADER #4 0 48" 12" BEND TOP,
MAY $E SUBSTITUTED
FOR� "ERS SPECIFIED 9" BEND BOTTOM
6 x 6 W1.4 x W1,4 WWF
W CMU (TyP) VARIES 4"
IN TH(St PLANS,
81 MIN
FINISH
RADE 4"
8" MIN CAST-IN-PLACE MIN 6 x 6 W1,4 x W1,4 WWF
ONCRETE FOOTING
WATERPROOF BARRIER
(2)#5, or (3)#4 CONTINUOUS 40 FTG DIMENSIONS TO BE 12" DEEP
I B�P T.
24* WIDE W/ ICK
X �43)#5 IN 3 A 2 4 CONT FOR b-12" UNDER I STORY WALL
b
STORY SECTION ON FNO PLAN SHEET NO.:
rS
80
BRICK L ATI�� -80 FOOTING TO BEAR ON
GARAGE EXT WALL CURB SECTION 6
OPT, %T�NSI L 4 CONT FOR b-16" UNDER 2 STORY WALL
ON FND PLAN FIRM UNDISTURBED SOIL
FASTEN 058 TO FRAMING- Structural
FOOTING (SEE TYPICAL 03* OC ON EOGE. 6" OC 2x4 SYP OUTRiGGER
Install 1/4" anchor bolts with 12" embedment AT 240 ON CENTER,
*W.L SECTION) BLOCK SHEETING IN FIELD WITH 8d,
at 48" oci for bottom plate anchorage. EDGE$ VOTHIN 4' CLIP TO CABLE TOP Details
CMU STEMWALL SECTION ,/�2
7/16" OSEI OF WLjE 7RUSS CHORD WITH SEMCO
HCPUL W/(8)8d,
TYPICAL HEADER FRAMING DETAIL
joa No,: DAI 10198
kK)#4 CONTINUOUS '(2)#4 CONTINUOUS-& GAME TOP 'Armstrong
40 CHORD
4
-7-A
5 1/2" 2x4 L-BRACE ON Serninole
VERTS AS
80 ED
ECIF) BY TRUSS WT NO,:
6 x 15 x
MANUFACTURER,
/rE(6 11 Road
WATERPROOF BARRIER
6 X 0 - W1.4 x W 1.4 WWF WATERPROOF BARRIER CUP END C
GABLE TRUSS OF LATERAL Atlanti,
BRACE TO SUBDIVISION:
GABLE BOT
BEARING WALL FOOTING SECTION/"-�3 BEARING CURB STEP SECTION �6 BeacA
CHWD WITH
IdPLSEWCO
L
'11__�'H W/(8)
84, DuFlex
E BOT
HORD
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IWVC 11,
T G
EACH TRUSS BOTCHORO 4
HEADER DEPTH AND NUMB OF PLIES TRUSS TO HEADER NTH HOPTI W/(iO)Sd, GABLE END BRACING DETAIL DAYS
REVISIONS
PER INO PT JXKS 7' LONG AND
EAD N
H !;NAAMT TLIONNO.M20 M(UN 0" BE FTQN1D TO HEADER
0
WITH"ONLY' Y3)100 NAILS,
%�,Nj2)RTPW24 W/�24)100
ROM KAM TO OLUMN-
(1) EACH $JOE OF CONCRETE NOTES
COLUMN,
1, Concrete compressive strength for footings 2,500
psi (UNO).
s#c 6 too WPH,WIN-I
PT NO,2 SYP 4x4 POST 2, Concrete compressive strength for slab �.500 psi
= ON FOUNDATION AND (UNO),
ING PLAN) 3, AJI reinforcing steel sholl be ASTM A615 grade 40
(U NO),
4. All reinforcing steel sholl hove o 90 degree� bend at
A
corners with o 25 It lop,
5, Fibermesh is an acceptable alternative ond shall not
POST TO SLAS CONNECTION
WTH ASP44 W/(12)16d OR require WWF.
SGP3 W/(14)IW, 6, Masonry stemwoll, Section 2, may be used In lieu of LEGEND
monolithic footing, Section 1,
(2)2x6-1/2 HEADER/BEAM CALL-OUT
NUMBER OF KING STUDS EACH SIDE OF OPENING
NUMBER OF JACK STUDS EACH SIDE OF OPENING
SIZE OF HEADER MATERIAL (NO. 2 SYP) 3
NUMBER OF PLIES IN HEADER Jim',I I Pp.F.
r
SPECIAL UPLIFT CONNECTION CALL-OUT. SEE DETAIL
F TING (SEE FOLINOAMN AND
CORRESPONDING TO NUMBER.
FRAMNO FOR 31ZE)
OPENING NOT DESIGNED TO BEAR TRUSS LOAD, NO STRUCTURAL
TYPICAL PORCH POST AND BEAM FRAMING DETAIL
HEADER REQUIRED OVER THIS OPENING.
SW# SHEARWALL SEGMENT PROVISIONS OF SHEARWALL ASSEMBLY
DETAIL GOVERN.
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