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�/Y'YY VYYY VY1rY YY'YY V�/YY NYYY VY'YY YY'YY Y�/YY YY1/Y
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<br /> P.T. 2x8 ledger w/ Existin framin above _
<br /> 1/2"x7" A.B. @ 16" o.c. g g
<br /> Existing main floor _
<br /> �■
<br /> framing
<br /> New wall per plan D E S I G N S
<br /> Simpson H1 each joist
<br /> Wall return
<br /> Wall beyond SEATTLE, WA 98N25
<br /> New foundation 206 365 2724 vice
<br /> New joists per plan per plan New 2x4 studs @ 206 499 2814 cell
<br /> . • 16�� O.C., sister to luckeyjo@gmail.com
<br /> � . ;p . . � : . existing studs, with
<br /> • : • . • _ Walkway slab on A34 top and bottom
<br /> P.T. plate with A.B. . . . � grade
<br /> per structural notes Anchor bolts per
<br /> • • structural notes or
<br /> � � #4 bars @ 12" o.c. Shear wall shear wall schedule,
<br /> x routed � sheathing as applicable KYLE P E P E R
<br /> Epo y g vertical
<br /> #4x18" bars per p
<br /> „ „ _ . . o . REMODEL
<br /> note NF in the
<br /> �
<br /> structural notes Compacted #4 bars @ 12" o.c. � . � � � � 3103 TULALIP
<br /> . � fill horizontal, bend around . .
<br /> D . EVERETT, WA 98
<br /> corners to wall returns . . . p
<br /> Existing Existing
<br /> foundation per foundation
<br /> plan
<br /> 4 FOUNDATION AT FRAME WALL DETAIL
<br /> 3 D ETAI L �o SCALE: 1�� _ ,�-a�� � 6�� �� 2�
<br /> �� SCALE: 3/4" = 1'-0" o �' 2' 3'
<br /> NEW 1 1/2" FURR OUT AT ALL
<br /> NEW 1 1/2" FURR OUT AT ALL NEW 1 1/2" FURR OUT AT AL
<br /> EXTERIOR WALLS — EXTERIOR WALLS
<br /> EXTERIOR WALLS
<br /> A35 @ EA STUD A35 @ EA STUD A35 PER SW SCHEDULE I
<br /> _ _ SHEARWALL PER _ - __ . _ _ __ NEW SHEATHING & EDGE NAILING _ _ _. _-- -
<br /> : '. : �. SCHEDULE PER PLAN SCHEDULE PER PLAN <' .' -. PER SHEARWALL SCHEDULE
<br /> SHEARWALL PER
<br /> . .
<br /> DBL TOP PLATE ��
<br /> AT PARALLEL JOISTS PROVIDE W/ 1/4"x 3" SDS DBL TOP PLATE
<br /> ,, ., AT PARALLEL JOISTS PROVIDE
<br /> (2) BAYS OF BLOCKING @ 4' OC. SCREWS @ 8" OC J ��. ; wl 1/4"x 3"SDS �2� gAYS OF BLOCKING @ 4' OC. NEW 6 X 6@ HOLDDOWN LOCATION
<br /> w/A 34 AT EA. STUD _ SCREWS @ 8 OC W�A 34 AT EA. STUD SHEATHING ON NEW PONY WALL
<br /> CV
<br /> 2 x 6 P.T. PLATE w/A35 ATO EACH " ANCHOR BOLTS PER SW SCHEDULE
<br /> ANCHOR BOLTS PER SW SCHEDULE �
<br /> - BRACE &ANCHOR BOLTS PER
<br /> SHEARWLL SCHEDULE �
<br /> x . - �.. X , x
<br /> �
<br /> X PRINT DATE 9/26/2017
<br /> 2 X 6 BRACE @' (2) 1/4"X 3" SDS - � �� �� ►: ; PRINT TIME 4:47 PM
<br /> EXISTING CMU FOUNDATION 2 X 6 BRACE @ (2) 1 J4 X 3 SDS NEW SHEATHING & EDGE NAILING �� o:
<br /> A N C H OR B OLT S PER SW SCHEDULE SCREWS AT EA. END; CONNECT TO PER DETAIL 31 S102 -
<br /> P O N Y W A L L & F U R R I N G W A L L S T U D S SCREWS AT EA. END; CONNECT TO PER SHEARWALL SCHEDULE i:
<br /> PONY WALL &FURRING WALL STUDS '' �
<br /> (E) GRADE (E) GRADE ;` (E)CMU FOUNDATION; IF UNGROUTED ,
<br /> (E) CMU FOUNDATION ►- - GROUT EACH CELL w/THAT CONTAINS
<br /> ,- (E)CMU FOUNDATION ��� : ANCHOR BOLT ATTACHMENT&
<br /> ;:i .:: PROVIDE#4 BAR VERTICAL
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<br /> _ � , o �o o ° __ -_ 3/16"X 3" STRAP HOLDOWN w/
<br /> o ;�_ � T r I , _ _ o e � _ _ (2) 5/8°X 5"ANCHORS INTO (E)
<br /> � I_ - , I o°, � - i ' � . CONCRETE WALL w/SIMPSON
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<br /> � � �� � � � SETUP EPDXY& 3 5/8" BOL
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<br /> �� .�_ ` �� � ° � � __�1_ - � � � � � INTO 6 x 6 DF POST
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<br /> W EST Sc PARTIAL �� ' � , _ �� °e - ' (E) CONCRETE WALL �
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<br /> (E) CONCRETE WALL �--- - , - _ � p � :, � _ �- �- �
<br /> NORTH WALL � � _ .
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<br /> o ___ _ � D � � D � FURR OUT 51/2" � � O � � �
<br /> - �I � � � ` � o ° FURR OUT 2 X 6's HF#2 @ 16" OC `
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<br /> A 34 EA STUD ` � W �
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<br /> A 34 EA STUD i °
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<br /> P.T. 2 X 6 PLATE w( I r ° P.T. 2 X 6 PLATE w/ ' � �
<br /> '...._. I . . � � ' " ._ ...�.� G o �,D, _
<br /> SIMPSON POP NAILS - !-
<br /> ' � ° SIMPSON POP NAILS �� "
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<br /> 16" OC TO SLAB t'. ,I �� � �� 16" OC TO SLAB ; �
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<br /> 2 DETAIL AT WEST WALL & PARTIAL NORTH WA; ; 2 D3 SHEARWALL / HOLDDOWN � D2 SHEARWALL / HOLDDOWN DETAIL
<br /> 5
<br /> ' �� SCALE: 1" = 1'-0" 0 6�� �� 2' � Q SCALE: 1" = 1'-0" 0 6" �' 2
<br /> � � SCALE: 1" = 1'-0" 0 6' �' 2'
<br /> P[PCR LIFT& REFURB EV[R[TT PROPOSED NOVEMBER 2014.p1n7 S 161 FOUNDATION DETNLS;100%;9/26/201 7 4 47 PM
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