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<br /> 1 II II
<br /> EMBED ALL HORIZONTAL
<br /> NEW FOUNDATION REBAR 4" INTO EXISTING 4'
<br /> WALL PER PLAN FOUNDATION AS SHOWN AND
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<br /> OO © EPDXY WITH SIMPSON 'SET'. '
<br /> QminsiminirmimEXISTING FOUNDATION
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<br /> O E WALL PER PLA NEW FOUNDATION TO S ERLPLANH NAIL SHEATHING TO HEADER W/ NAILS 1U m d- o
<br /> © + SILL PLATE AND ANCHOR (2) LAYERS OF 90# 0 PER SHCEDULE @ 3" 0/C EACH WAY Q ! v
<br /> , : . . , -., •• : 41 BOLTS PER SHEARWALL FELT OR EQUIVALENT EXISTING FOUNDATION
<br /> • ' • ' • '.' •� • '•:• •" . •' � • '• ' • �'' • •.. SCHEDULE. (USE 2x6 P.T. SILL
<br /> • � � • • ':•.:' .• '• LAB PER PLAN / SHEARWALLPER C � (Ni w �
<br /> • ,. ••" PLATE W/ %" 0 J-BOLTS @ PLAN 00 L
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<br /> 'J•., •: • • •� ••• HOLDOWN PER PLAN U >
<br /> ,. .'. . .,. 48" 0/C MIN.) ... n c0 ")
<br /> •' . • • •` •'y • • • BACKFILL W/ POROU - _ TOP PLATE SHOWN) Q
<br /> , � . i : �;• . •, - "•. •:: .';. :.•. '� - ... (HDQ8-SDS3 � N `�
<br /> ' • •; • •: HEADER PER PLANEXTEN •• Q- 1in
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<br /> MATERIAL (TYP) ... O -
<br /> OVER SHEARWALL AS SHOWN
<br /> • • BOTTOM PLATE SIZE AND ANCHOR BOLTS p •
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<br /> 6 • • P.T. 2x STUD. NAIL T •� 4• PER SHEARWALL SCHEDULE. NOTE: 3x m CO
<br /> Q DOUBLE TOP PLATE W/ EDGE NAILING © HOEDOWN PER SCHEDULE �I�III II-1 d IEIII=II CONCRETE W/ GALVANIZED ;;; ;'' MAY BE REA D. (� >
<br /> -I I EI I I-III �I I1,=�11 I- 3 VERTS EVENLY SPACED ON EACH
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<br /> (STAGGER) AND PLAN (HDQ8-SDS3 �ii-iii-i - 16d © 8 0/C - ( ) #4S- N
<br /> B SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) FROST DEPTH •
<br /> • .• ' \-8" WALL w/ 4 BARS @ 18" a••, ;; �-" FACE (6-TOTAL). HOOK INTO FOOTING AS
<br /> EDGES. BLOCKING AT ALL PANEL EDGES Q COORDINATE ALL STUD (18" MIN) :- o c EACH WAY. 2 4 BARS _ SHOWN.
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<br /> WHERE APPLICABLE. AND PLATE SIZES w/ @ TOP. HOOK. VERTICAL BARS 30" MIN. `••;,� •
<br /> PER PLAN :'•• • #3 TIES @ 6" 0/C
<br /> O EDGE NAILING TO HOEDOWN POST (FULL SHEARWALL SCHEDULE * "~ '�' : '
<br /> STAGGER INTO DOUBLE STUDS REQUIREMENTS �`, °' INTO FOOTING - ALTERNATE •REBAR r t , •, SLAB ON GRACE _•- " THICK CONCRETE L
<br /> HEIGHT) S �' LENGTH •: • . <, ': ;'', •,: :•� •: ;•• o_
<br /> HOOK DIRECTION. ONE #4 REBAR PILASTER `�
<br /> D STUDS @ '1 G" ON CENTER OJ EDGE NAILING TO POSTS, 4" b PERFORATED PLASTIC `':' `�Y° •°� '' `. • •.'.
<br /> TRIM STUDS, AND KING OOTING PER '•': �:7 IN SHEAR CONE . , -- ."'; : .. _' ,,, v ,
<br /> © PRESSURE TREATED SILL PLATE WITH PIPE. CENTER IN ONE CUBI SCHEDULE i (12"MIN. REBAR FOOTING PE
<br /> •:
<br /> STUDS 4,• '•- •.-- z
<br /> EDGE NAILING AND ANCHOR BOLTS PEP. FOOT OF FREE DRAINING
<br /> OK BEARING STUD FOR LENGTH) PLAN 16" •W x • . . • :; '.- •.•• • ' : 1 O• _
<br /> SHEARWALL SCHEDULE. HEADER GRAVEL AND DRAIN TO
<br /> O TOP PLATE SPLICE NAILING TO BE (8) 16d APPROVED OUTFALL. Y2" MIN. FROM 8" T MIN) _' 1L t . }:. `
<br /> SINKERS (MIN). LAP 48" MINIMUM. CORNER
<br /> CENTER SPLICE ON STUD. 9 HOOK TYP
<br /> 3" CLR
<br /> STD . SH EAR H �ALL ELEVATION W 0 RIM ® FNDN /SHEARWALL CONN ' STHD ' INSTALLATION 0 4 TYPICAL GARAGE PILASTER m I I
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<br /> 0
<br /> 0
<br /> • - • o w Z
<br /> •
<br /> 77.
<br /> FIRST POUR SECOND POUR •' SEE FOUNDATION
<br /> --+.' SCHEDULE FOR
<br /> PROVIDE CONTROL 1/8" MIN - 1/4" MAX • ° . • . —
<br /> JOINTS OR SAW CUT OR ZIP STRIP REINFORCEMENT
<br /> BEND SLAB ' REQUIREMENTS �--�
<br /> STEEL AROUND CONSTRUCTION JOINTS r SEE WALL SECTIONS , . �. . • .• > O
<br /> AS SHOWN @ 20' o/c EACH WAY '.., FOR SIZE AND1 `N Q N�
<br /> J.
<br /> . '. SPACING OF WALL " •
<br /> - REINFORCING d • • — �
<br /> 6 _ ' 11 42 DIA. r . 42 ,DIA. • 1.: pL
<br /> `III=il'�I SLAB REINFORCEMENT ALTERNATE BAR 1•, 2 -0 MIN d ! Q Q
<br /> • • •• • • I DIRECTION • • •I ' Q
<br /> 1 2 PER •
<br /> PLAN @MID +.gi._._:.__._LLC
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<br /> 1 KE'ET6bNSTRUCTION JOINT • -=°-�.--� 1 =-�--• e,a 4' •
<br /> MAX
<br /> ' #4 CONTINUOUS •- ' :.•. d - 4. a U--I
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<br /> 1-8 --I TOP AND BOTTOM CORNER BAR D W
<br /> 42DIA. SAME SIZE & , .� • . • . • • • I 0NOL
<br /> EDGE OF SLAB CENTER OF SLAB •
<br /> 42 DIA. 42 DIA.--- 2'-0" MIN. SPACING AS --) N ;
<br /> O © 2'-0" 2'-0" MIN: HORIZ. . WALL - 2H MIN. I D N
<br /> MIN. REINF. — W
<br /> TYPICAL SLAB ON GRADE REINFORCING DETAILS STEP DOWN FOOTING DETAIL
<br /> 6 � "' CORNER8
<br /> 16d @ EA BLOCK AND @
<br /> 10d@6" 0/CTORIM 12" 0/C INTO RIM ENDPLY4X53/4X 4,;(4,cosovi.v:.ritAru:s.':co-0,7_+CONN WOOD PL TO STEEL BEAM HEIGHT>► END PL Z X BM WIDTH � ,Tr
<br /> Y4 x 4Y2 LAG2X DF#2 (CUT TO FIST) W/ BEAM W/ NAILER X BM DEPTH U yr cx`�SCREWS @ 10 o/c TO 0 A307 STUDS@24 0/C ECCOQ4-SDS2.5 ,
<br /> RIM JOIST (STAGGERED) (STAGGERED)
<br /> _.� STEEL BEAM PER PLAN sasPROVIDE 2 '" '■-iV ANGE - - rs�oMINIMUM EDGESIMPSON TOP FL . _ _ EACH 3 „s� ,II'�,�.�: a HANGER PER PLAN - _- g �r N DISTANCE AND ••� Y � SIDEtviy
<br /> ROW SPACING ilie•:•'"
<br /> � „ 0 5" W x Y4" T STEEL PLATE Off
<br /> EACH SIDE Drawn By: VKY
<br /> �_. EXST. JOIST PER PLAN STEEL BEAM PER PLAN 2 A307 5/8"0 THRU u
<br /> JOIST AND HANGER" (I-JOIST SHOWN) 3 1 WOOD BEAM PER PLAN ( ) BOLTS 3" Checked ey: CCC
<br /> PER PLAN 1111111111111 ,� i / _ Date: OS 05 19
<br /> A34 FROM BLOCK �• is
<br /> 2x P.T. HF#2 LEDGER PER PLAN TO PLATE \_Y4" THICK x 4" WIDE 2" SDA JOB NO.
<br /> (DEPTH TO MATCH JOISTS) JOIST PER PLAN POST PER PLAN A36 STEEL PLATE
<br /> HDU2-SDS2.5 @ EACH EXST. FOUNDATION WALL TO END OF EACH DECK TEEL BEAM PER EACH SIDE W/ 5/8" 0 POST PER PLAN ö74 8
<br /> STUD WALL CONN. PER PLAN (TYP) PLAN I
<br /> A307 BOLTS
<br /> STEEL BEAM WOOD BEAM CONNECTIONSTRUCTURAL
<br /> BEAM CON N ECTI ON / BEAM /WOOD
<br /> TYPICAL LEDGER . CONNECTION JOIST/STEEL
<br /> g 10 @STEEL POST CONN . CITY OF EVERETT DETAILS
<br /> REVIEWED FOR PERMIT 3- 2 . 0
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