|
! Ael
<br />FRONT
<br />(E) POST/FT'G (E) POST/FT'G
<br />2
<br />r------------
<br />------------------- ,
<br />---------------- ------- -- - - ----i- - - -- --
<br />DECK FRAMING
<br />NOT SHOWN c♦�/�:
<br />1 W 1
<br />31S3.00YP.) w,
<br />(N) 4x4 POST ' MSTC66B3Z
<br />(TYP. @ 1-138) (FROM ABOVE)mm
<br />(N) 2-1.75x9.5 LVL 2.0E (LB8) - - - -- ---- ----
<br />o rr 1
<br />Cn
<br />� 0- F I
<br />I m.,� (E) 240 e W of -0L (F) 2% toe 1� Olt,
<br />C,
<br />MST72 (EXPANSION BOLTS) I ' n
<br />I }
<br />rq,- I' -
<br />ALIGN (N) LBI 1 f >w U)
<br />w/ M5T A60VF i" s J.. 0 _ RIGHT
<br />AROUIRED
<br />o
<br />, w TT
<br />; ;� LOCAIED HERE (TAP.) • TM FTG
<br />I I r r- I
<br />t
<br />I-i J�
<br />� ~ � t- �N VERIFY LB6 �' I
<br />16 X m IS ALIGNED
<br />I -J) w/ WALL ,♦ I
<br />�• {/, '- - ABOVE (TYP.)
<br />P w Rf 1 raL I
<br />..•r.II ..ri w r 1
<br />1 36x36x12" Op �-
<br />p{- 4 THK FT'G
<br />(TYP.) w/ (4) #4
<br />•�• •�.r
<br />2i. BARS E.W.
<br />�
<br />Zx10 DF2 m ° I
<br />v co
<br />COI • x (N) 4x4 PT I z
<br />o ( * �('b �� w POST - 0'`�Q0
<br />tv � (
<br />Q d ( I �Q��a��1 Q I ..� ;�o1 I z
<br />,� ) � I POINT LOAP CANT. JZLS
<br />(N� 3 CAM ABOVE C e 16•0/� Q
<br />QU ....._. W f
<br />(E)It10 a !6"ors ` rr ®w
<br />c'S L
<br />Z. S
<br />J�2.o (nlr'.i
<br />OD-- - - -- - "�
<br />I M&L a
<br />tE) IbD� J
<br />6x6 PT M614 & MB13 , ■ 1 I
<br />POST
<br />a I I v s2.o (m.)L:� . �awusr slA� 1 _, ` I o
<br />El. I a. q 5:-
<br />-LU z
<br />I I LB7: (N)4x8 DF2 11• (,Q` �� :� Y
<br />�o 0
<br />co SLL
<br />APPROXIMATE f♦�� o
<br />Ir
<br />LOCATION OFi W
<br />CRACKED �' ) ' , w I _
<br />CONCRETE } •
<br />STEM WALL =I i ��
<br />r _ 1�',�1�� ,�1 I I
<br />YLL
<br />(E) BEARING WALL 1 •�1-' �j
<br />I I & FT'G (TYP.) 1) SEE. LM FDR HOLDD UIV A
<br />�o slaEar�Uau. scl4EouLc
<br />I � � I z) VERIFY EXZ5i7IMG (E)
<br />( U) �•
<br />PRIOR TO CONSTRUCTION.
<br />r- - 3. FLAT 2x (E) HDRs SHALL BE REPLACED
<br />f w/ 4x8 HDRs U.N.O.
<br />(N) HDRs MAY BE UPSET INTO WALL
<br />_ ABOVE.
<br />MST72 (EXPANSION BOLTS) (E) 16x8 4. UNTREATED SILL PLATES IN CONTACT
<br />(TYP. @ 1608) WITH EXTERIOR FOUNDATION WALLS
<br />FULL HEIGHT CONC. SHALL BE REMOVED AND REPLACED w/
<br />TREATED SILLS
<br />G SZ.D (T`IF.) FOUNDATION WALL
<br />5. SINGLE TOP PLATE IS
<br />ALLOWED IF SPLICED w/
<br />_ 2-LSTA18 STRAPS (ONE
<br />STRAP PER SIDE)
<br />FOVNDATMN 3 F,IRST ROR PL
<br />RASFMFNT FLOOR PLAN
<br />SCALE • 1/4', 1'-0' 55't SF.
<br />® 0wo w 2020 18911
<br />�/DEFINITIVE DESIGNGROU �� Bruce and i�athl CITY OF EVERETT BASEMENT
<br />Nrt 11*„~„ wf.(1•rNl.11tif•N (LNW Design Group Case # CE20-0376
<br />qN4 I,.1.Nr11M tI "ItI.I Ltfe VL&T hrou#}v FLOOR
<br />/11 1 1'Nr' •'a 1 W.11trM • •/t A.NI •N 1111N1 ••
<br />/a' ar N na• NN a 1«r1WfN •1NLIYfll�1 s}� {�- _�R` r��ti " "' - -- UlAw*btE
<br />Project Address
<br />4., ,NIWK11•fN ,-1. N.wlua Nr 22922 /4th i/pcs �at
<br />•NI.1 1. U11. .. Mlr[A N. IR 1l 1.•Nt I«q N. Arl/ a tort u/A W22.P PLAN
<br />•mm"SI I-VAI Vi MI!!•( R. fM',Ur Q 0WA, r (i//•R �f/ .7 31018th Street
<br />IW111arf{, Wiwan w111 n.N .w•,'.rNe rN.w iIV ra ♦ (�r�isf%i/nnggjolt .�Q,�?� ':7 -
<br />tar/NIrN' IasD.N •'�N.a.• 206 3$5 6/40 finjtadc�ca �/.ccaR► 4?5 ?M W47 Everett A 98201 Parcel No. 00eI2300000300
<br />FRONT
<br />ti
<br />(E) 13m.
<br />I
<br />i
<br />ATTK, 3 MTS 1 RAFTERS ABOVE
<br />) "DR M NDR (E) N
<br />• MSTC66B3Z���~ ..r..
<br />OVB15:�N�
<br />4 171 (E) 5M. • 4 3.125x12 '
<br />:��1 TWO . � •.) f 24F-V4 GLB x x
<br />�
<br />E F2�MIN�
<br />x d
<br />U SEC S! ,u `a 1 ' • x HUC3.25/12 ' : N
<br />Op.I v f • z o
<br />� • I �,,, • ZiN m I I
<br />T- t7 •
<br />Cm
<br />COV d I I -'
<br />♦ 2■M N z < SECURE (E) TOP PLATE TO
<br />LEFT X I ti1 X ( • I J O (N) TOP PLATE w/ MST27 RIGHT
<br />1
<br />• I HUC410 f
<br />z C }
<br />x
<br />o tac
<br />SHEARWALL ENDS m m
<br />L W
<br />�,,, �, I -,.i �Z'�il`■■ HUC3.25/12 I
<br />AT (E) HDR JAMB _ I �• (ALIGN w/ t
<br />POST ABOVE) MB11: N •
<br />P• z
<br />3.125x16.5 41
<br />+ S • ' 24F-V4 GLB
<br />Lb x m HUC3.25/12 1 X
<br />.� z 1 • I z
<br />_ r
<br />O ILI X m cV � ■C6 't
<br />Q 'V53A )� MB1 @
<br />6g o@ © HUC3.25/12 16 O/C' •_
<br />. --
<br />.
<br />^ MB6: (N) ) • I •IL F.J
<br />z >-�3.125x12
<br />moon
<br />VL_
<br />(D \r 4F-4 GB (0 CO
<br />-I N � m x p f�
<br />�' la (ALIGN w/ POST �a • I ^
<br />,.� _ w • w • ABOVE) U R: CY) Q' - U IN
<br />LSTA9 HORZ. � •, � DF2 MB13: (N)
<br />3.125x15
<br />STRAPS EA. .• ■ --' .•w ■ -' Iw' NE m _ ■ So III No III IN m 4 0 24F V4 GLB■
<br />@ MB14: (N) 3.125x12 --ip
<br />CORNER. SHEATH �' N�- a 24F-V4 GLB 3 ^ J ®� HUC3.25/12 1�, (N) 4x4 v
<br />ABOVE AND BELOW m z ® z a O z r■� 1=
<br />OPENING PER ADJ. `. . N 0 � W -- x1 Q
<br />SHEARWALL. SEE NI J 5 m 00 N� (.. 1� • w
<br />IN w Q w m r' W w Q
<br />11/S3.0 (TYP. @7-G) N _ o " ; M■N ¢) Io c z
<br />}-, i o - W
<br />z
<br />t.� cO _ w MB7 N 4x12 _ ' ZI P
<br />V Q M
<br />z m • art • �� w o�'71z C'3 Q (ALIGN w/ V' 11C .440
<br />0 0 3:;:
<br />Q� cv Q �� POST ABOVE) (¢
<br />� w
<br />m LZ
<br />w ¢ mw � tsa
<br />H U C410 I. -i �y J V
<br />m tom
<br />z 1 'L; z o= w
<br />co x
<br />Ile C>~• I ■ .'� v HUC3.25/12 �1� ,'= a<Cn
<br />_ W -j
<br />(F)2-%4 @ ��ele �tll I -1 U)
<br />B
<br />DEFINITIVE DESIGN GROU
<br />bll 1[M�N1Y IINI'tWYFF.N4'UIMtl:F1N
<br />Design Group
<br />M1r Nwv H•It1 w�[orwxl rl,�Wfvarw.alr.
<br />Ifa t /1.t. AI Wr1U Ul 1r a'lll nl la.HNl
<br />rn �'•�eI`LL�
<br />llF .x'.N .1r. to rM 1 fM�WM •. µf IFRlt l�l
<br />-w�N Ti/W I`�W ! lYI �7.[s`�w�i�f4�r{r II{�IIW
<br />A J4 Yr fN / If.1r IfN M'�NM1f Ola N/
<br />11NIN •IN Nrt: •. ,.11Yta1 K I R M (1 ..Nl, ulnr•/1•.
<br />Q�J /�+ )��
<br />22922 /4th Moc latei
<br />ANr 4NrtN1l •:M a,USE 1RN.55INr ttY
<br />PN.YIMfrll WrlNlllt Wr11fM1S1'Nt fa.iM
<br />500*//♦ wahinate" We?/
<br />NDTB•
<br />0 SEE S3.0 FOR HOLUDUPJ t
<br />SMEARUALL SCHEDULE
<br />• 7) VERIFY EXISTIN6. 1 (E) PRIM
<br />i ?D CONSTRUCTION.
<br />3. FLAT 2x (E) HDRs SHALL BE
<br />REPLACED w/ 4x8 HDRs U.N.O.
<br />MST72(EXPANSION BOLTS)
<br />4. ATTIC VENTILATION BY
<br />OTHERS.
<br />5. SINGLE TOP PLATE IS
<br />MST72(EXPANSION BOLTS) ALLOWED IF SPLICED w/
<br />INSTALL 12" BELOW LOWER 2-LSTA18 STRAPS (ONE
<br />WINDOW SILL; SPLICE w/ UPPER STRAP PER SIDE)
<br />MST72
<br />16
<br />1 A't"i■"tC.
<br />M TN FLOOR PLAN
<br />SCALE = 1/4': 1'-0' 1493 SF.
<br />Bruce and Kathi
<br />JJ#W�r7ve NE
<br />ArlkVion 444 90223
<br />425 ?M W47
<br />Un Y ur hvhxv1'1-1, MAIN
<br />Case # CE20-0376 FLOOR
<br />Project Address PLAN
<br />3101 8th Street
<br />,Evergttt WA 98201 Parcel No. 0061.300000300
<br />-w 4111111m-w
<br />5/13/2022
<br />0. ISSUED: 07-09-2021
<br />1. REVISED: 08-10-2021
<br />2. REVISED: 12-06-2021
<br />3. REVISED: 05-11-2022
<br />SDA#9303
<br />■
<br />
|