BEACH AVE 1960 6TRUCTURAL <E T-NOTES:
A8"x8" DEEP THICKENED EDC SYP BEARING BLOCK
AW/(1)04 CONT & FASTENED TRUSS W/12d
COMMON NAILS. USE (2) +�
ROWS 0 3" O.C.FOR 2x4
12" DEEP FTG WN'4 a 12" BLOCK OR !3)ROWS + 3"
(2)SIMPSON HTTI6 I Iq M 64
EW UNDER BOX COLUMN OAC.FOR 2x6 BLOCK (q "
AT TOS TO WALL -
IIIII mm :3TOS (1)EA SIDE OF TOS. IIIII TOS
IIIII IIIII Q Q . �
16"SQ42" DEEP FTG W/ TOP PLATE SPLICES t0 BE
�_ G (3)04 EW BRIDGED W/(2)MSTA24 W/(18)
I ------------------------------------mu-------------- ------------------ I 10d COMMON EACH, ll) � .-.
Qj
IZ 1z I I i IIIII i STRAP EACH FACE OF WALL. Z Z 11-1
I I I I 24"SQx20" DEEP FTG W/ LU V
IIIII (L
-�
IIIII O 'Q
I I � (3)04 EW FASTEN MEMBER TO HEADER �
TIO TO WALL PLATE IIIII j i i IIIII i & OR BEAM W/HTS W/(20) 10d U Q)
W/(3)SIMPSON H5IIIII I I I IIIII I OR EQUAL CONNECTOR 111
HTT16 TO I I 30"SQx20" DEEP FTG W/ IL
IIIII I TO WALL +'
I IIIII I 0 (4)"4 EW APPROVED BY EOR RATED (L Q� 5
I I I FOR 1,450 UPLIFT (Cd■lb0)
IZ IIIII , I I IIIII , cQ =_
IIIII I I
Toro I IIIII I 36"SQx20" DEEP FTG W/ lu '}
- - - - -- - - -- - -- - - -- - -I =__ - - I - - -- ---- -- -- - --- - --- --- _ I TO& FASTEN MEMBER TO HEADER 0
= = = = == = = == = == = = == = ___ = = == ==== == == = = == ==== === _� -- l4�'4EW Q
I - T -- OR BEAM W/l2)4TS W/(20) U
IFS i ----- J IOdEACH OREQUAL
V
I I ,,'•. IIIII Iz I ,_%�_�,j IIII - - - - - - - - - - - - - - - - _ - _ ' A
48"SQx24" DEEP FTG W/ CONNECTOR APPROVED BY z V
Ca
IIIII I , IIII — - - - - - - - - - - - - - (5)04 EW,T45 EOR,RATED FOR 2,900" `
I UPLIFT (Cd 1b0)
ST5 IIIII I ST5 IIII - - - - - - - - - — - - - - - - - - - - � o Dm z
I/2" ALL-THREAD DRILLED FASTEN MEMBER TO HEADER
L r()
j I i IIII i t EPDXIED W/2" SQUARE OR SEAM W/!3)HTS W/f20) ra
N WASHER MIN 6" EMBEDMENT I0d EACH OR EQUAL v �
SQUIRED w EACH END
CONNECTOR APPROVED 5Y
OF OPENING EOR RATED FOR 4,3500
} 0
-------
' UPLIFT (Cd■IbO) _ O
� ca ca 0
IIIII ; 1z ; — - - - - - - - 0 m
IIIII G'.ONTINuous I IIII _ _ _ _ _ _ _ _ (L �-
IIIII DOWN TO 2
IIIII SLAB I — — — — — —
I I I I I I I W H II
I x
--------------------------ll�---- 15,9 �, I - - - - - - I I I I I I I = L EGEND AND FRAMING ING NOTE6:
. IIIII I I IIII I I I I I I I � � INTERIOR BEARING WALL �J
_ _ a4r=ADER FRAMING
IIII - - - - - - - - - - - - - - - , a
12)2x6-1/2 - HEADER/BEAM CALL-OUT
IIIII cn O IIIII N 3 NUMBER of KING STUDS EACH SIDE of OPENING
T10Q IIIII IZ I I IIII - - - - - - - - - - - - - - - - NUMBER OF JACK STUDS EACH SIDE OF OF'ENING LL
AM ma BY TRUE TRUSS A50VEIIIII I BIB& W I I BEAM 518 BY TRUE TRUSS IIII I SIZE OF HEADER MATERIAL (NO.2 SYP)
lu I I - - - - - - - - - - - - - - - - I O NUMBER OF PLIES IN HEADER
I------------------
` — — — — — — — — — — — — — — I O U
I (2)2x6-112 IZ t� I I ______ r— - _ I LL •ALL EACH OADER JACKS
WITH n`AND
KINGS SHALL BE FASTENED TO
L------------- ----- I } z I L------------ � L I
- - - - - - - - - - - - - - - - - I -1
d.
IZ , r , A •IF BUTT JOINT IN PLATE OCCURS OVER HEADER CONNECT DBL �J n,
(2)2xb-1/2 IZ i m I �� L- - - - - - - - - - - - - - - - - I TOP PLATE 70 HEADER WITH SP44/6 W/(10)5d EACH Q)
SIDE OF
51 I �� r i BUTT JOINT.
> 0
L- - - - - - - - - - - - - - - - - I •WINDOW OPENINGS 6' AND GREATER REQUIRE 1/2" ANCHOR BOLTS
r I - OR REDHEADS W/ 1-1/2" DIA WASHERS AT 48" ON CENTER UNDER WINDOW
I
_ _ __ - ---- ---- -- --
--- � -_ __ CONNECTING BOTTOM PLATE TO SLAB.
--- - -- - -- ---- - -- - T03 ��` -- -- - --- - --------- -- - -- -- -- 703 • IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD (�
(2)2x6-1/2 IZ
I
US
DROWN TO i �� I HIGH UPLIFT CONNECTIONS �
2 SLAB
ttl 5I9 , i j PLACE SCUD GROUP UNDER TRUSS SPECIFIED ON PLAN.
2 519
I O NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO).
r HTTI6 T03 i ,�' I CONNECT TRUSS t0 TOP PLATE WITH (2)LGT2 W/(28A6d SINKERS
TO WALL I % j OR (3)HTS W/(20AOd. IF USING LGT2 ON SINGLE PLY TRUSS, n,
i APPLY 48" LONG SCAB TO BOTTOM CHORD AT BRG WKI&Abd.
I
PLACE ATC WITHIN 3" OF STUD GROUP. y :3CONNECT ALL TRUSSES I I EMBED ALL-THREAD 12" IN STEMWALL APPLICATION. yt-�
t0 5EARNG PLATE WITH 2 I I OU55TITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3;000
I , (2)SIMPSON H5 OR(1) ST5 �---- UPLIFT (Cd-lb0)ACCEPTABLE IF APPROVED BY EOR �I
ST5 I I SIt'1PSON MTS12.(UNO) I I I I }
I II I
IZ l2)2x6-1/2 HTTI& tml , i i i i O PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN
1 I TO WALL I , I I I 3 NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO).
`---- OR (2)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS,
I I L_ _j CONNECT TRUSS TO TOP PLATE WITH (I)LGT2 W/(28)1(2d SINKERS ff
I I APPLY 48" LONG SCAB TO BOTTOM CHORD AT BRG W/(IbAbd. -I}--�
I i j PLACE ATG WITHIN 3" OF STUD GROUP. —
_ luI to ALL FL owa ARE 111575" DEEP CJI PRO 150 I-JOISTS AT 24" EMBED ALL-THREAD Z" IN STEMWALL APPLICATION.
I
IZ l2)2xb-I/2 I i j I SUBSTITUTION OF TRUSS t0 PLATE CONNECTOR RATED FOR 1,'185•
* - -- - L-- - --- - ---- - -- - - ---i=== -- I - - -- - - WITHSIMPSONIUT211ATHUNGCONNECTIONS -- -- - - m
___ _ ____ _ __ _ _ ___i--- -- , _ - _ -_ - _ = UPLIFT (Cd■lb0)ACCEPTABLE IF APPROVED BY EOR LLI
m I I T01 } 911 " 1iT" 7ffr Ili 1Tf' -"1fF= `i11� 7Tf- 1f� 97� '1TrT01
I I 1 I I I I 1 I I I I ® PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN.
3 i m I 1 1 I I I I 1 I 1 I NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO).
Tll 3 i ST5 j j I 1 I 1 I I I I I I I CONNECT TRUSS t0 STUD GROUP WITH (2)LGT2 W/12wbd SINKERS THESE eTR�cTURAL DRAWINcss
W l OR (3)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS,
Ip !3)2x8-I/3 EZ (3)2x8-1/3 E4 I I 1 I 1 I 1 I I I I I APPLY 48" LONG SCAB t0 BOTTOM CHORD AT BRG W/(16JI6d. WERE PRs=PSD r THE
GONSTRIJCTION OF THE PROJECT
I ________ J____ --___L-� CONNECT STUD GROUP TO BEAM BELOW WITH (3,MSTA24 W/(18AOd pEgG�eED IN THIS TITLE 15LOCK
SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,200"
I I UPLIFT (Cd-Ib0)ACCEPTABLE IF APPROVED BY EOR A ASE
INTENDED TOMI$o
2x8 Pr No. 2 SYP i I 1 I 1 I I 1 1 i NOT i'ERt"Irr coNSrra�cnoN
2x8 PTE LEDGER FASTENED
2 SYP LEDGER
FASTENED TO t0 FRAMING WITH I BLOCKING I I I I � PLACE SCUD GROUP UNDER TRuss SPECIFIED ON PLAN. IurH THESE PLANS BY AN
519 2 (2)ROWS SIMPSON I I I I I I I I I I ® NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). OUNER-511ILDER OR OTHER
FRAMING WITH SDS 1/4x6 SCREWSI -1- I CONNECT TRUSS TO STUD GROUP WITH (ULGT2 W/(28Abd SINKERS UNLICENSED NLICEND BUILDER
(2)ROWS At 8" O.C. I -� --� -+ —1— - I OR (2)HTS W/(20A0d. IF USING LG72 ON SINGLE PLY TRUSS,
(2)2x12 SIMPSON I 1 1 1 1 1 1 1 1 j APPLY 48" LONG SCAB TO BOTTOM CHORD AT Bas W/(lb)l6d.
S08I/4x6 (2)2x12 I 1 I I I I CONNECT STUD GROUP TO BEAM BELOW WITH (2,MSTA24 W/08)IOd BW1
co w SCREWS AT co I I 1 I I I SUBSTITUTION OF TRUSS t0 PLATE CONNECTOR RATED FOR 1,785"
x x 8" O.G. x I I I I I I I I I i UPLIFT (Cd-1.60)ACCEPTABLE IF APPROVED BY EOR
HGus28-3 rTYP i I I I I I I I I i Consulting Inc
(PAINT W/
RUSTOLEUM)
1 I 1 SPEARWALLS
THE WALL SHEATHING MATERIAL, SHEATHNG FASTENING,AND HARDWARE
SPECIFIED IN THESE PLANS COMPRISE THE LATERAL LOAD MWFRS.
1 1 I I I I I i BECAUSE OF THE HIGHLY CUSTOMIZED NATURE OF THIS RESIDENCE,
`--------- -�--1- I I I I `--,-- ------- J APPt�PRIA HEARWALL CONSTRICTION AND CALLOUTS ARE NOT
(2)2x12 (2)2x12 A
(2)2x12 (2)2x12 I I 1 1
HUS212-2 (TYP)
(PAINT W/ (2)2x12
RUSTOLEUM) BLOCKING 3 WOOD FRAME BEARING WALLS
iT5 EXTERIOR WALLS ARE 2x6 (UNO)
2x8 PT No. 2 SYP DECK JOISTS AT 16" OAC. INTERIOR WALLS ARE 2x4 (UNO)
FRAMING MATERIALS rUNO)
DBL TOP PLATE - No.2 SYP
STUDS - No. 2 SP1= AT 16" O.G. *11: 1jj
��V d
BOTTOM PLATE - No. 2 P7 SYP ,
HARDWARE
STUDS: SP144/6 W910)8d TOP AND 50TTOM OF EVERY z
aOTHER STUD AND EVERY HEADER KING
ALTERNATIVELY: SCRAP SAME STUDS TO WOOD WALL2riIclI FLOC WALL
F F A� I N
� f=LAN
r 6 FL FLOOF, F fRA
1'0--1
f NG FLAN. OR BEAM BELOW
r
WITH CSI6 W/l2O)10d. �;f;• a � �rj F`;•'��` .�
BOTTOM PLATE: 1R" ANCHOR BOLTS AND 2" SQUARE y''••:. ..••'
�� SCALE: I/4" I'-0" WASHERS At 32" O.C.t0 SLAB, CMU WALL, OR ICF WALL. Warren.V seri jdMf��l�
&C-ALE: 1/4 1-0
PE No 4rrm3 "'",
MASONRY AND LOGIX LINTELS
ALL LINTELS IN 12" MASONRY SHALL BE CAST-CRETE 12F-16/115 (UNO)
TOP COURSE UNDER OPENING SHALL BE FILLED U-BLOCK WITH
65 CONTINUOUS 12" BEYOND OPENING.
LOGIX LINTELS SHALL BE MIN 12" DEEP WITH S BOTTOM BAR AND
03 TOP BAR AND 02 S-STIRRUPS PER LOGIX MANUAL. DEEPER
LINTELS AND BIGGER BARS MAY BE SUBSTITUTED AT WILL.
ALL OPENINGS FOR WINDOWS AND DOORS IN MASONRY AND LOGIX ST3
WALLS SHALL BE TRIMMED WITH PT 2x8 FASTENED TO CONCRETE
OR MASONRY WITH (2) ROWS 1/4" X 4" LONG TAPCONS AT 12" O.G.