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<br /> 4 \ „ 1) CONCRETE 3000 LB DESIGN MIX
<br /> EXTG 2x4 STUD WALL EXCEPT
<br /> 3AS F2 - 1 x1 x 8 W/ 2 #4 E.W. POST BASE SIMPSON RPBZ
<br /> SHIPLAP SHEATHING EXCEPT AS EXTG 3 4" T & G SHEATHING �✓ ,
<br /> NOTED
<br /> EXISTING 2x6 FLOOR EXISTING 2x6 FLOOR JOIST 24°' O.C. 10 r
<br /> 2) REINFORCING STEEL GRADE 40
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<br /> JOIST ® 24" O.C.
<br /> EXTG 3/4" T & G SHEATHING f� P
<br /> ��,----1 \ \ � ,.� ,,' JHERWISE
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<br /> 7 r 40 . . ALL BEAV1S TO BE SEL STR UNLESS
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<br /> NEW R-30 INSULATION I OTHERWISE NOTED. GROUND CONTACT TO BE PRESSURE\ \
<br /> BATT INSULATION WITH w
<br /> KRAFT FACING d �
<br /> TREATED.
<br /> SUPPORT BY SUITABLE
<br /> TWINE SYSTEM TO EXTG MSTD SIMPSON POST TO
<br /> JOIST BY CONTRACTOR BEAM
<br /> 1-[ }
<br /> CONNECTOR USE <'
<br /> NEW BEAM �' ENGINEERED FASTENERS NEW R-30 MSTD SIMPSON POST TO ,n.
<br /> INSULATION BATT BEAM I
<br /> PER MFG. INSULATION WITH CONNECTOR USE r
<br /> EXTG 3 4" SHIPLAP NEW 4X4 POST KRAFT FACING PERENGIMFG.ED FASTENERS
<br /> SHEATHING EXCEPT AS -� ---- SUPPORT BY4 `
<br /> NOTED SUITABLE TWINE
<br /> SYSTEM TO EXTG
<br /> QBSQ SIMPSON BRACKET JOIST BY ��-'NEW 4X4 POST PT POST :
<br /> �/ '-USE ENGINEERED CONTRACTOR SIMPSON RPBZ POST BASE , ,
<br /> EXISTING FINISH GRADEez-
<br /> FASTENERS PER MFG. �,r..�"'- ANCHOR PER MFG SPECS t1) L.A'' A
<br /> a d NEW 1$"x1$"x1$" DEEP V9Y
<br /> FIN GRD VARIES ,�
<br /> _—III III ®° CONC FTG ,>
<br /> FIN GRD VARIES 4 ' a' A 4 BARS E.W._ 1 J
<br /> —III—III—I i
<br /> NEW 1$"x1$"x1$" DEEP n,
<br /> �I I I=III=III®I I II III I I g A CONC FTG j'
<br /> III III—III I I ®© W/2 #4 BARS E.W.
<br /> —I I I—I I 1-7-1 I 1=I 11=1 I I: 4 •
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<br /> (E) 8" DIA POSTS TYP EXTG 8 INCH CIP WALL THIS AREA TYP (E) 4X4 BEAM TYP m z}
<br /> /" =0 ,, \ DAT 0\ DI A _ TYP . —
<br /> F2 FOOT G 3 —TA L R
<br /> A - — .- _ _ ® On
<br /> / SCALE: /'- 1 9� 0 99 — �� / CIP .E (N) 4X6 BEAM F-1 F-1
<br /> SCALE: 3/ e 1 C (N) 4X6 BEAM j
<br /> CONC F-1 (N) 4X6 BEAM F-,
<br /> 4'4' lir BLOB
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<br /> EXTG 4"SOG FURNACEEXTG A x
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<br /> (N) 4X6 BEAM " H REM (E) 4X8 PT BEAM 'r
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<br /> F-2
<br /> F-1 10 (N) 4X6 BEAM (N) 4X6 BEAM `A (N) 4X6 BEAM
<br /> NEW R-30 INSULATION EXTG 2x4 STUD WALL W/ 3/4 (E) CONC BLK RET WALL _
<br /> BATT INSULATION WITH SHIPLAP SHEATHING EXCEPT AS 0 �� -�
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<br /> KRAFT FACING NOTED — — — CN1
<br /> REM (E) 4X8 PT BEAM REM (E) 4X8 PT BEAM o--'
<br /> SUPPOTWINE SYSTEM TOT BY TEXBTG �� co 4' c" F
<br /> JOIST BY CONTRACTOR I i
<br /> F-2 �� (E) X4- B AM INN (E) 4X4 BEAM T w
<br /> F-2 (E) 4X6 PT BEAM BELOW (E) 4X6 PT BEAM BELOW F-2 4 �'
<br /> xj 2X4 FLR JST w i I
<br /> EXTG 2X6 FLR JOIST < \24 OC, X F-2 �F-2 �w F-2 F-1 `�
<br /> )( "-- 1 ®24' O.C. BLOCK ABOVE 0' (N) 4X6 BEAM N 4X6 BEAM ,..„
<br /> NEW BEAM w i r (N) 4X6 BEAM `
<br /> a I i F-1 .- -- n -� W
<br /> \ ir __ 4., rn RE E) 48 PT BEAM REM (E) 4X4 BEAM :4" NEW 6 MILVAPOR BARRIER TYP TMSTD SIMPSONX 4 EXTG 4X4 BEAMREM E 4X4 BEAMPOST TO BEAM C' =X "d — b
<br /> CONNECTOR USE a - e _ �a
<br /> ENGINEERED
<br /> " FASTENERS PER EXTG 2x4 FRAMING 24" O.C. Y
<br /> �w ® � w A I
<br /> g MFG< _ F-2 A wm F-2 'I ,�
<br /> EXTG 3/4" SHIPLAP 0 - (N) 4X6 BEAM o x
<br /> NEW 4X4 POST � . ®� •
<br /> SHEATHING EXCEPT AS NOTED E) 4X4 BEAM REM (E) 4X4 BEAM REM F-1
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<br /> BRACKET USE y,— EXTG POST BEYOND (-- :-- �• F-2 F-2• - l:1irri P4
<br /> �� N 4X6 BEAM a
<br /> ENGINEERED \ �� E O ';>
<br /> F-1 F-2 (N) 4X6 BEAM F-2 F-2 i , REMOVE (E) 4X4 BEAM ® I
<br /> FASTENERS - (N) 4X6 BEAM
<br /> IF
<br /> PER MFG. (-------
<br /> FIN GRD VARIES a A EXISTING FINISH GRADE (!---- A,„ _______
<br /> ,� r_ dE 4X4 BEAM as,�d=11I � M�111 I ` _
<br /> NEW 1$"x1$"x1$" DEEP 'QA A ICI I 4 III---- I I �'_ � J �� ..., ,• .
<br /> _ — K Building Data:
<br /> GONG FIG 4 —
<br /> W/2 /t4 BARS E.W. a . ,�I ®I I —III ) I I—I I I
<br /> 64 A 6'/1i I I=�I— I I=I I I-
<br /> / :1 I I III—III—III—II I , „ l „
<br /> 4-2/ .4, 6'-1)/2" , 5-7y 10�3/4 11 -4 vl
<br /> 37-7/
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<br /> Drawn By:
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<br /> - Plan Date:
<br /> • 12-13-2017
<br /> ,
<br /> 4 3
<br /> • Project No. ryF
<br /> 0017 ,'
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<br /> CrP! OF EVERET
<br /> REV1PPIED FOR P ER m 1 i
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