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FR, 2 1999 DESIGNED BY:
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Building and Zoning 9GA :
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DATE:
JAN, 28 1999
JOB NO.
98232
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22'-4' eUILDER 1S TO FIELD VERIFY FATIO/DECC
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ALL DIMEN51ON5 OF EXISTINGGARACsE
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DATE: 4
JAN. 28 1999
ROOD ' L A N AMMMMM! 11
JOB No.
98232
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DATE:
JAN. 28 1999
Jo& No.
982 32 i
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7/16" OSB ROOF DECK,, NAIL 6" OC ---
7/16" 058 ROOF DECK, NAIL 6" O) ON EDGES, 12" OC IN FIELD (UNO
TPP4 W/( ad TRUSS TO TOP PLATE WITH HDPT1 w/ ON EDGES,
WITH 18d OCOMIMONSLD (UNG) WITH 8d COMMIONS, `
0'24" OC (MIN 2 (8)8d. X PTI : JACKS 7' LONG AND
PER HEADER) SHO ONLY 3 BE FASTENED TOP PLATE 4(J
HEADER DEPTH AND NUMBER OF PLIES TRUSS TO HEADER WITH HDPT1 W/(10)8d,
HEEADERUMAiLONO 2 SYP FRAMING PLAN,
EXCE�PTIONIAY BE FASTENED T7' LONG O HEADER HDPT1 W/(8)$d EA TRUSS PRE-ENGINEERED HDPT1 W 8)$d EA TRUSS - - PRE-ENGINEERED
WITH ONLY (3)10d TOE NAILS, ROOF TRUSS OR HCPLL W/(8)8d + (3)10d S ROOF TRUS HCPLL W/(8)8d + (3)tOd
EXCEPTION; JACKS 7' LONG RAFTER TOE NAILS EACH TRUSS TOE NAILS EACH TRUSS TOE NAILS EACH TRUSS
AND SHORTER MAY BE EXCEPTION; JACKS 7 LONG
N0, 2 SYP HEADER, SIZE AND NUMBER -
i
OF PLIES PER FRAMING PLAN CALLOUTS �.TO TOP PLATE AND SHORTER MAY BE
(2)RTPGA824 W/24)10d 1
FROM BEAM TO COLUMN- W/ONLY (3)10d TOE NAILS, FASTENED TO TOP PLATE
(1) EACH SIDE OF
W/ONLY (3)1 Od TOE NAILS,
COLUMN.
CRIPPLE AND CRIPPLE AND DOUBLE 2x4 NO, 2 SYP TOP
KING STUDS, OUANTI KING STUDS. OUANTITY E, FASTEN W/(2) ROWS t Od DOUBLE 2x4 N0. 2 SYP TOP PLATE. FASTEN
PER CALLOU7 ON PER CALLOUT ON 16" OC STAGGERED (UNO), MIN 24" /(2 ROWS 10d COMMONS 16 OC STAGGER
FRAMING PLAN. FRAMING PLAN, PT NO.2 SYP 4x4 POST (UNO�, MIN 24" LAP W/MIN (12)10d
(6)16d BETWEEN (6)16d BETWEEN (UNO ON FOUNDATION AND LAP WITH (12)10d IN LAP, NAILS IN LAP. TOP PLATES TO STUB W/TPP4
ADJACENT CRIPPLES ADJACENT CRIPPLES FRAMING PLAN) TOP PLATE TO STUD WITH TPP4 7/16' OSB OVER 2x4 SPF STUDS W/(10)8d ON EVERY OTHER STUD
AND KINGS AND KINGS
ALL CRIPPLES TO 7/16" OSB OVER 2x4 SPF STUDS W/(10)$d ON EVERY OTHER STUD0 16" OC. FASTEN OSB
EADER; 0 12" OC, FASTEN OSB W/8d 2x4 SPF STUDS AT 16" OC 6" OC ON EDGES 12" 00 INaFIELD,
ALL CRIPPLES TO RTPCA81s w/(6)18d 6" OC ON EDGES, 12" OC IN FIELD. 2x4 SPF STUDS AT 16" OC
BOTTOM PLATEN HEADER, (8)16d NOTE; PROPERLY RATED OPEN j
/TPP4 W/(12) IN CRIPPLE. WEB TRUSS HEADER
IOd, MAY BE SUBSTITUTED POST TO SLAB CONNECTION
FOR HEADERS SPECIFIED WITH ASP44 W/(12)16d OR
IN THESE PLANS, SGP3 W/(14)10d, 1/2" ANCHOR BOLT OR WEDGE
ANCHOR (5.25" EMBED) W/2"SQ 2 x 4 BOTTOM PLATE, FASTEN TO
x I1/8" WASHER AT 48" OC BANDBOARD WITH 10d:
3" OC IN DESIGNATED 2nd FLOOR
SW SECTIONS.
x4 NO. 2 SYP PT BOTTOM PLATE 12" OC ELSEWHERE,
2x4 NO. 2 SYP PT BOTTOM PLATE BOTTOM PLATE V STUD ERTPP4 3/4" 7&G PLYWD
BOTTOM PLATE TO STUD W/TPP4 1/2" ANCHOR BOLT W/2"5Q x 1/8" WASHER W/(10)8d ON EVERY OTHER STUD
W/(10)8d ON EVERY OTHER STUD AT 48" OC or FAS3 W/(6110d AT 24" OC.
FOOTING (SEE FOUNDATION AND 4 4 FLOOR TRUSS OR I-JOISTS
FOOTING SEE TYPICAL FRAMING PLAN FOR SIZE) — -d
WALL SECTION) FINISH 8" MIN �.<. � '�
TYPICAL PORCH POST AND BEAM FRAMING DETAIL GRADE 9 TIE UPPER FLOOR STUDS To
/ 6 x 6 W1,4 x W1,4 WWF
LOWER FLOOR STUDS OR
TYPICAL HEADER FRAMING DETAIL f�
ClMIN LOWERMCO FLOORRTPGAB6 M WITH
FOOTING TO BEAR ON WATERPROOF BARRIER 10d, SPACE STRAPS 32 C)GT16"
TIE UPPER FLOOR STUDS 70 - -
FIRM UNDISTURBED SOIL (TYP ALL INTER--STORY LOWER FLOOR STUDS OR
CONNECTIONS) LOWER FLOOR BEAM WITH
DOUBLE 2x4 NO, 2 SYP TOP PLATE, SEMCO RTPGA836 W/(16)
NOTES: Masonry stemwall may be used in lieu of monolithic footing Install scheduled bottom FASTEN W/(2) ROWS 10d COMMONS 10d. SPACE STRAPS 32" OC, i
plate anchor (FAS3, anchor bolt, or wedge anchor) within 12" of bearing wall ends and OC STAGGERED (UNO). MIN 24" LAP MP ALL INTER-STORY (1
within 12" of door openings in bearing walls. See typical concrete sections for reinforcing W/MIN (12)10d IN LAP, CONNECTIONS) �J
and dimensions of footings. 7/16" 056 OVER 2x4 SPF
TYPICAL WALL SECTIONSTUDS 0 12" OC. FASTEN OSB W/ 2x4 SPF STUDS AT 16" Or, Z
$d ® 6" OC ON EDGES, 12" OC
IN FIELD.
N0. 2 SYP 2x4 NAILER. 11
FASTEN TO TRUSS L-N--TI �J
BOTTOM CHORD WITH �u
(2) ROWS iOd I2" ANCHOR BOLT OR WEDGE II ( )
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AT 4" OC (TYP), ANCHOR (5,25" EMBED) W/2"SO
x 11/8" WASHER AT 48" OC vi11 11 11
7/16" OSB I
TfRU55 BOTTOM CHORD DIAPHRAGM, FASTEN TRUSS BOTTOM CHORD
0 TOP PLATE W/(2) i
OWS IOd 4" OCx4 NO. 2 SYP PT BOTTOM PLATE
2x4 NO, 2 SYP PT BOTTOM PLkTE BOTTOM PLATE TO STUD W/TPP4
SW# BOTTOM PLATE TO STUD W/TPP4 1/2" ANCHOR B LT W/2"5.0 x 1/8" WASHER W/(10)8d ON EVERY OTHER STUD '
7/t 6" OSB FASTENED TO FRAMING WITH ad W/(10)8d ON EVERY OTHER STUD AT 48" OC or FAS3 W/(6)10d AT 24" OC.
CtlMMtlN5 AT 3'
OC ON EDGE, 6" OC IN FIELD. 4" 4"
HDPT1 W/(10)10d EACH TRUSS or PRE-ENGINEERED I
FASTEN DIAPHRAGM TO 2x4 FIRST FLOOR SHEARWALLS — [ —�O—
— —
RTPGA824T W/(20)10d R TRUSS NAILER WITH 1 ROW 10d
O DBL STUD TO BOTTOM PLATE DBL STUD FINISH 8" MIN "•
EACH TRUSS FASTEN TOP PLATES TO AT 4" CIC (TYP BOTH NAILERS) BOTTOM PLATE TO SLAB TO SLAB GRADE
EJACH OTHER WITH 2 ROW SGP3 W/24-16d a i 0'
OIF (4)10d BETWEEN SHEET ROCK (TYP) DBL STUD EACH SWI AND a 6" BOLT 1 MIN 6 x 6 - W1.4 x W1,4 WWF o
EACH STUD. END OF SHEARWALL C ` T C O
7/16" OSB ATTACHED 70 2x4 STUDS II 1/2" BOLT W/ v ; c ;
SA2 TPP4 W/12-8d v
AT 16" OC. FASTEN WITH MIN 6d 3° SQ WASHER p m G 0 4
TOP PLATE 70 STUD WITH TPP4 SOIL -• o Nu E
FOOTING TO HEAR ON WATERPROOF BARRIER Nu s= 4 a
AT 3" OC ON EDGE, 12" OC IN FIELD, FIRM UNDISTURBED � o v�� 'o
W/(1 0)8d ON EVERY STUD, HEADER KING STUDS MAY SERVE
AS OBL STUDS A7 THE ENDS OF [O > S.� -
SHEARWALLS NOTES: Masonry stemwall may be used in lieu of monolithic footing Install scheduled bottom a c o o:o v
ALTERNATE INTERIOR SHEARWALL FRAMING plate anchor (FA53, anchor bolt, or wedge anchor) within 12' of bearing wall ends and � v a n� M E,°1
MAX within 12" of door openings in bearing walls. See typical concrete sections for reinforcing a a v v °c
and dinenlslons of footings. Nn ro v « ' iS aci w
NOTE; THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE SECOND AND THIRD FLOOR SHEARWALLS o o. s o Iu 0
THE SHEARWALL RUNS PARALLEL TO THE TRUSSES, THIS IS A PREFERRED MULTI-STORY a 4 v 0
DHL STUD TO BEAM OR o 0 0 N c
ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK, DHL STUD HxL01t TYPICAL WALL SECTION o x ;; o „•
w
MIN 2x4 SPF 8N (2)RTPGA836 W/(24)1od o
II (TYP, ALL) aS
° HC N3 � g ` Nu
0M o vv aap 13
rnx E TNY �gv o a
FASTEN tl56 TO FRAMING c
NOTES; 03' OC ON EDGE, 8" OC 2x4 SYP OUTRIGGER o o ` rq m o
BLOCK SHEETING IN FIELD WITH 8d, �AT 24" ON CENTER, 0 0 0� d v m C
1, 5/16" HARDI-PANEL IS PERMITTED AS SUBSTITUTION FOR 7/16" OSB CLIP TO CABLE Top 0 K ++ 0 0
EDGES WITHIN 4' [ c O c
BOTTOM PLATE 70 STUD W/TPP4 ON EXTERIOR WALLS ONLY IF NOTED ON THE FRAMING PLAN, 7/16" OSBZ OF GABLE TRUSS CHORD WITH SEMCO 0 U
W/(10)Bd ON EVERY STUD, 1/2" ANCHOR BOLT W/2"SO x 1/8" WASHER 2. OPENINGS IN SHEARWALL SEGMENTS PERMITTED ONLY IF SHOWN ON THE HCPLL W/(8)8d, ur E a U c [ p
AT 32" OC or FAS3 W/(6�10d AT 16" DG. FRAMING PLAN. PROVIDE SHEARWALL NAILING PATTERN ABOVE AND BELOW ID 0.0 6 2 v O.�
4 PROVIDE (1) RTPGAS24 w/(200,o OPENINGS, Nu o _o h ,� ;� a
AT EACH SPLICE ON EACH ST D FOOTING (SEE TYPICAL 3. SGP3 SPECIFIED FOR 5w1 MAY BE SUBSTITUTED WITH FTP28 w/24-16d, � 0.p rye c a �Q^q gtc�444^.
FINISH 8" MIN WALL SECTION) HOLD DOWNTA13LES p►pCIL
q ri c f.j O y V
►p
GRADE GABLE TOP '
4 , SEES TYPICAL WALL 6 2x4HL0�BRACE ON rP 1
12" MIN TO FON S FLOOR SHEARWALL ASSEMBLY DETAIL �p � BLE EI RTS AS SHEET NO.: 11 1
RE FLOOR STRAP SPECIFIED BY TRUSS
RECgUIREMENTS
(TY{'P 3 SHOWN
MANUFACTURER, Structural
12" N0.2 SYP p �
BOT PL CLIP END 7
NOTES; Masonry stemwall, Section 2, may be used in lieu of monolithic footing, FLCOOR TRUSS CABLE TRUSS OF LATERAL Plans
Install scheduled bottom plote anchor (FAS3, anchor bolt, or wedge anchor) (TYVP 3 SHOWN) BRACE TO
within 12" of bearing wall ends and within 12" of door openings in bearing walls, GABLE BOT
CHORD WITH
ULTI-MULTI (2) SEMCO X08 Na.: S G 0 2 19 9
1 IGH UPLIFT CAPACITY WALL SECTION CRIPPLESETWEEN N6dPLL w/(6)
PLATES GABLE BOT
CEI`NTExTTRA STUD GROUP i HORD BUILDER: Gu e th e r
CENNTERED UNDER i
TRLUSS INDICATED ON
STRAP CABLE TRUSS
FOLUNDATION AND TO STUD WALL WITH
FRAAMING PLAN. NQ,
OF STUDS EQUAL TO N0,2 SYP OF TU PLIES IN TRUS DBL 2x4x8' SYP LATERAL
NO.i.(MIII2 STUDS). USE TOP PLRTPCAT 4 WITH 6
BRACE O 48", (2)18d 10d AT 48" LOT NO.: 6rJ4
4"
EACHTRUSS SOT IC ORD
SPFF STUDS, FASTEN 4..
ADJJACENT STUDS TO
ArCCBH"OTHER WITH 12d 8" MIN ;4"T
— 5 t/2" 4,. GABLE END BRACING DETAIL— — SUBDIVISION: CeasTl12" MIN x 6 -�• W1,4 x W1,4 WWF 6 x 6 - 1,4 x 1. WWF A B1VC1.
WATERPROOF BARRIERMULTI-STORY STUD SPLICE FOR USE INWATERPROOF BARRIER 4
6" OPT. EXTEN ION (2)#4 CONFOR b 12" UNDER 1 STORY WALL FLOOR PLAN: 3077
COWUNCTION WITH HIGH POINT LOAD DETAILS IN BRICK LOCATIONS b (3)#4 CONT FOR b=16" UNDER 2 STORY WALL
ON FND PLAN (3)x!5 CONT FOR b-20" UNDER 3 STORY WALL
CURB STEP SECTION 4
- -
MONOLITHIC FOOTING SECTION 1 DESIGNED: JPA
REVIEWED: WV C
TRUSS TO STUD GROUP WITH
TRUSS A STUD GROUP WITH 48" - 12" BEND TOP, #4 W/9" BEND BOTTOM 60" OC
1 RTPGA824T w/(24)1 od. 4 I I CONCRETE NOTES REVISIONS DATE
(2)RTPGA824T W/(24)10d, 9" BEND BOTTOM
8" CMU (TYP) 6 x 6 - Wt,4 x w1,4 WWF VARIES 4° t. Concrete compressive strength for footings = 2,500
8" MIN psi (UNG).
- 2, Concrete compressive strength for slab = 2,500 psi
FINISH — — (UN0).
EXTRA STUD GRgUUP N0,2 SYP GRADE CAST-IN-PLACE 44' 6 x 6 - W1,4 x W1.4 WWF 3, All reinforcing steel shall be ASTM A615 grade 40
N0.2 SYP CENTERED urvDER1 DBL 8" MIN =12':
EXTRA STUD GROUP CONCRETE FOOTING l (UNG).
DBL TRUSS INDICATED ON TOP PL "� WATERPROOF BARRIER 4, All reinforcing steel shall have a 90 degree bend at
CENTERED UNDER (2)JJ5 or (3)M4 CONTINUOUS FTG DIMENSIONS TO BE 12 DEEP g g
TRUSS INDICATED ON TOP PL FOUNDATION AND „ 6" OPT, EXTENSION „
FOUNDATION AND FRAMING PLAN. N40, I X 24 WIDE W/(3)#5 IN 3 IN BRICK LOCATIONS b 2 4 CONT FOR b=12" UNDER 1 STORY WALL corners with a 25 lap, 1997 SBC 1606.2 110 MPH WIND
FRAMING PLAN, N0, OF STUDS EQUAL. TO STORY SECTION S$
of snips EquAL To N0, OF PLIES IN TRU 6" OPT. EXTENSION ON FND PLAN 3 4 CONT FOR b=16 UNDER 2 STORY WALL 5. Fibermesh is an acceptable alternative and shall not
NO. OF PLIES A TRUS (MIN 2 STUDS), LUSE IN BRICK LOCATIONS -� -�1'-8" FOOTING TO BEAR ON require WWF,
(MIN 2 STUDS). USE SPF STUDS. FASTFEN ON FND PLAN FIRM UNDISTURBED SOIL GARAGE EXT WALL CURB SECTION 5 6. Masonry stemwall, Section 2, may be used in lieu of
SPF STUDS, FASTEN SPF ADJACENT STUDS TO SPF y
ADJACENT STUDS TO EACH OTHER WITHH 12d STUDS In I l vertical t dd7tj7d mbedF0 monolithic footing, Section 1.
0
EACH OTHER WITH t2d STUDS -] AT 8" OC, X16" OC install 1/2" anchor bolts with 12" embedment
AT 6" Dc. 016" oc CMU STEMWALL SECTION 2 at 48" oc for bottom plate anchorage,
1/2" ANCHOR BOLT
W50x1/8" WASHER - -
A6JACENT TO STUD
S
GROUP IN ADDITION 5
EACH STUD IN STTUp TO TYPICAL BOTTOM
SGP3 W/
CROUP 70 BOTTOM PLATE ANCHORAGE LEGEND
(24)10d PLATE WITH TPP41
(OR) W/(i2)8d (2)#4 CONTINUOUS (2)H4 CONTINUOUS 6"
4" C(2)2x6-1/2 -- HEADER/BEAM CALL--OUT
(24)104 No. 2 Pr s�a�Dr — ��,- — -- - — — 5 t/z" 4 NUMBER OF KING STUDS EACH SIDE OF OPENING
SYP BOT PLATE � 8„ T� — NUMBER OF JACK STUDS EACH SIDE OF OPENING 904 241 --5200
s x 6 - W1.4 x t. WF SIZE OF HEADER MATERIAL (NO. 2 SYP)
WATERPROOF BARRIER NUMBER OF PLIES IN HEADER
1' 4" 6 x 6 - w1.4 x W1,4 WWF WATERPROOF BARRIER 8 .12 4"
CONCRETE FOOTING (SEE FOUNDATIONO - SPECIAL UPLIFT CONNECTION CALL-OUT. SEE DETAIL �T�FIf.,,',q
CONCRETE FOOTING (SEE FOUNDATION AND FRAMING PLAN FOR ATYPICAL DIMENSIONS) BEARING WALL FOOTING SECTION 3 BEARING CURB STEP SECTION 8 CORRESPONDING TO NUMBER.
AND FRAMING PLAN FOR TYPICAL DIMENSIONS) OPENING NOT DESIGNED TO BEAR TRUSS LOAD. NO STRUCTURAL
IGH POINT LOAD CONNECTION DETAIL HEADER REQUIRED OVER THIS OPENING, CI '4E
HIGH POINT LOAD CONNECTION DETAIL SW# r SHEDETARWALL SEGMENT - PROVISIONS OF SHEARWALL ASSEMBLY T00
r,31,d R1 j
J.(f Arntoon F.1.,Apex T.chualgq 0/113/91110:44 AN C.ulh.rdr�
I
1
I
l
ii
30'-4'
I o
22'-4'
sup I
_ _ _ - - -- - - ---
I ® I
I I I ST-I II O PARALLAM PBL
2.�E-3.5'x9.25'
2 CRIPPLES
O 0 I 2 KINGS
p
x
2
i
—
I I I I J0I5TO •K I �W
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II I I I 4' OC r
I I IL _ � I
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7 rI I j PD�- - - - - - - - - - - - - - - - -
'C I-I 3 � LU I
15T- 5T- I I j l �3E,4m � �
PARALLAM P9L
1 I I I I 2.mE-3.5'x9.25' (2)2x1m-I/2 — f
I i i I i 2 KINGS LEB I
I I I L!
1
I I I I I I O
wi-
I I 5T-
5T-1 I I --
I
�-
I I I I I I I _ _ �
ry I I 2 I I I I LL - I C Cc
n 4x6 PT P05T ° v.� �, E
m I I I OR 3 STUDS UNDER I c o
a1 I I rJT- I I c0 I I I I
BBM I EARING
INTERMEDIATE c ` E o
4' I'-5' O
L 1 OI I a c02 vSy I
° x N Q 0 ,wr N I
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I I I I I 3 I
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" I I � I I ST- I I I � o�o � �•� .��
I I I I II I vb�, ° °� � @a
I I I I II I I 2 3 jv�H, �'0 8
ren Coro C�
III pa ce _NON LOAD I mor cN ° v r d '0
I I L _J 11 I 2 2 BEAD r °'acv.5to oNi�-0 0
I I I I I !2 r1x 12-2/2 �1 �41'"� OPHNIING
I I II
SHEET NO,; ST-2
— - -`� I Q 5LUl 5�U Strue Plansal
PARALLAM P6L PARALLAM P6L
ry I 11 �� it ii ii (3)!x12 OR (3)2X12 OR
FAB ENED TO EXTERIOR ?.mE-35'x925' 7.mE-35'x925' JOB NO.: SG020199
WALL W/(3)ROWS 10d D T& D '
4'-2' 2'-®' COMMON NAIL$ w Ib' O.C.
CONNECT BEAMS • CORNER NON LOAD- CONNECT 15EAM6 +o CORNER
6' I CONNECT BEAM 49 CONNECT BEAM W/3x3x1/4' 6TEEL ANGLE BEARING W/ 3x3xl/4' 6TEEL ANGLE
8"2' III 4' CORNER W/F2TI2 CORNER W/ RT12 W/(4)THRU-BOLT6 IN EACH 5A7 WINDOWS W/(4)THRU-BOLTS IN EACH BUILDER: Guether
I I 2 I I � W/[81 Bd NAILS VII II II W/la)Bd NAILS BEAM BEAM
[2)1x12 (2)1x12 (21Zx12
ST- — I (2nxa [2>?xa [2nxS LOT NO.: 654
L - - _.-- - - - _ - - _ � _ _ _ — _ — _ — � _
— I DECK JOISTS TO BEAM
W/UHPGA2(o W/(IW)IOd SUBDIVISION: Ocean
CANTILEVER 5EAM COMMON ' I BEAM,(4) CANTILEVER BEAM CANTILEVER BEAM CANTILEVER BEAM Blvd.`9 OVER COLUMN Ind x 1 42IN JOIST OVER COLUMN OVER COLUMN OVER COLUMN 1 ll
FLOOR PLAN: 3077
I
DESIGNED: J P A
REVIEWED: WV C
REVISIONS DATE
Foundation Plan IST FLOOR FRAMING PLAN 2ND FLOOR FRAMING PLAN
I
( � i
1997 S13C 1606.2 110 AIPH MIN
0
I 1
1
STRUCTURAL KFYKQTE5;
1 '
8"x8" DEEP THICKENED EDGE Q (2)RTPG 824SS TO TAW/(22)10d I
QDER
W/(1)#4 CONT LEGEND
r
1. FOR STRUCTURAL DETAILS, SEE
APEX TECHNOLOGY SHEET ST-1 24'50x20" DEEP FTG W/ (2)2x6-1/2 - HEADER/BEAM CALL-OUT 904 X41 --5200
12' DEEP FTG w/#4 ® 12" (3)#4 EW NUMBER OF KING STUDS EACH SIDE OF OPENING
2. (2)2X6-1/2 ALL EXTERIOR HEADERS (UNO) �D EW UNDER BOX COLUMN
NUMBER OF ,LACK STUDS EACH SIDE OF QPENING
(2)2X6-1/1 ALL INTERIOR HEADERS (UNO)
16"SOx12" DEEP FTG W/ /� 30"SQx20" PEEP FTG w/ SIZE OF HEADER MATERIAL (NO. 2 SYP) ;
IQ O#4 EW K�Fr1Q
�0 (3)#4 EW NUMBER OF PLIES IN HEADER
INTERIOR BEARING WALL 36"Sgx2o" DEEP FTG w/ O - SPECIAL UPLIFT CONNECTION CALL--OUT. SEE DETAIL
3 I;
TRUSS TO HEADER, Q (4)#4 EWZE CORRESPONDING TO NUMBER.
4. 12' PLATE HEIGHT FRAMED WITH 2x6 RTPGA824T W/(20)tOd 4 48
SPF STUDS 0 16" OC (UNO) 48 SQx24 DEEP FTG W/ SW# wMENT -- PROVISIONS OF SHEARINALL ASSEMBLY T
TRUSS TO HEADER Q (5)#4 EW, T&B DETAILGOVERN.
5. 11' PLATE HEIGHT FRAMED WITH 2x4 Q (2)RTPGA824T W/(14)10d
SPF STUDS ® 12" OC (UNO) G R, P
I
I