REV1 APPPROVED BLD -BLD2023-0055+Structural Plans+6.13.2023_1.50.44_PM+3606672The following documentation shall be available on
site for the building inspector:
(This revision is for the pre engineered trusses •
■and the omition of a footing. Please provide I
original set of approved plans along with •
•theses revised plan sheet to the inspector at i
time of inspection. I
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
BUILDING OFFICIAL
IIIn 1d ?noq
APPROVED DATE
x❑ COE APPROVED ARCHITECTURAL PLAN SET
■
0 COE APPROVED STRUCTURAL PLAN SET
0 COE REVIEWED CALCULATION PACKET '
❑ ENERGY CREDIT WORKSHEET
■
❑ SITE PLAN ;
❑ CIVIL PLAN
!❑ ■
■
:❑
RESUB
Jun 13 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CITY OF EDMONDS BUILDING DEPARTMENT 2021
8d NAILS @ 4" O.C. PLYWOOD EDGE NAILING 8d NAILS @ 4" O.C. PLYWOOD EDGE NAILING 2x STRONG 16d NAILLS @ 12" ox. 2x6 STRONG BACK
PLY. TO DRAG STRUT PER PLAN PLY. TO 2X PLATE ---- PER PLAN BP, K
TRUSS TRUSS / �� � 8d @ 3" o.c.
ROOF PLYWOOD --� ROOF PLYWOOD -'/2x 6 BRAG 2x6 BLOCKING ND U26 ROOF PLY.
HANGERS EA. END
2x6 BRACE W/4 -0 MIN.
2-A35 CLIPS
EXISTING NEW EACH SIDE END OF PLATE
TRUSSES TRUSSES TRUSSES— TRUSSES _ _ _ _ _ _ T PERFPLAN EDGE NAILING
NEW DRAG STRUT I EXISTING 2X STUDS
TRUSS OVER SHEAR @ 24" O.C. OVER
WALL DESIGN FOR 300 #/FT SHEAR WALL
LATERAL LOAD
X x y 16d NAILS X
@ 4" O.C.
PLYWOOD EDGE NAILING
PER SHEAR WALL SCHEDULE
A35 CLIPS PER
16d @ 25 - 16d
16" o.c,
2X VENTED SOLID BLOCKING (TYP.)
TOE NAIL W/ 3-16d NAILS
AT EA. END TO TRUSS
TRUSSES ---A35 CLIPS PER SHEAR
PER PLAN WALL SCHEDULE
PLY, EDGE NAILING PER
SHEAR WALL PLYWOOD EDGE NAILING - H2.5 CLIPS SHEAR WALL SCHEDULE
SCHEDULE PER SHEAR WALL SCHEDULE @ 2 4 " O.C.
PLY. PER PLAN
� D B L. T PLAT
STUDS PER PLAN STUDS PER PLAN STUDS
PLYWOOD PER SHEAR WALL PLYWOOD PER SHEAR WALL
SCHEDULE SCHEDULE, RUN PLYWOOD PER PLAN
FROM ROOF DOWN TO
\ FLOOR STUDS
NOTE:
PROVIDE ONE "V" BRACE @ SPLICE AND NAIL TOP PLATES AS SHOWN AT ,ALL EXTERIOR WALLS
8'-0" o.c. ABOVE AND SHEARWALLS.
SHEARWALL OR DRAG SHEARWALL
l STRUT PER PLAN ELEVATION
a A2-
INTERIOR SHEAR WALL INTERIORv L N LAK
TYPICAL EAVE TYP. TOP PLATE SPLICE
PARALLEL AT NEW SHEAR WALL
x STUDS
PYWOOD SHEARWALL SHEAR WALL PER HOLDOWN
PER PLA STUDS PER PLAN
PLY. EDGE NAILING PER
ADDED J ® (\ IL SHEARWALL SCHEDUL ---- P�R SHEARWATTOM PLATE LL SCHEDULE NG
PLYWOOD PER PLAN
2 - 2x STUDS AT SIMPSON MST STRAP TIE
PYWOOD JOISTS PER PLAN EACH HOLDO`N PER PLAN, FILL ALL HOLES
REVISED W/ 10d x 2 1 /8" LONG
EDGE NAILING. PLYWOOD COMMON NAILS
TO EACH DOUBLE STUD.
ZI 0 i J
Q
SIMPSON MST STRAP TIE PER w
FLOOR
2x SOLID BLOCKING PLAN, FILL ALL HOLES W/
UNDER SHEARWALL 10d x 2 1/8" COMMON NAILS _
`v BOTTOM PLATE NAILING
PLWOOD SHEARWALL_
PER SHEARWALL SCHEDULE JOIST
PLWOOD SHEARWALL PER PLAN----._____._. z PER
PLAN
PER PLAN-------_______. STUDS PER PLAN PLY. EDGE NAILING
_ STUDS PER .PLAN PLY. EDGE NAILING
PLY. EDGE NAILING PER SHEARWALL SCHEDUL _ _._____--- BOTTOM PLATE NAILING PER FLOOR
PER SHEARWALL SCHEDUL _ - BOTTOM PLATE NAILING PER MULTIPLE JOISTS OR BEAM SHEARWALL SCHEDULE
SHEARWALL SCHEDULE PER PLAN —FLOOR PLYWOOD o
EXISTING FLOOR DECKING BELOW SHEARWALL w
t
/ BEND STRAP BEAM OR MULTIPLE
EDGE NAIL PLYWOOD
JOISTS PER PLAN AROUND BEAM JOIST PER PLAN TO EACH DOUBLE
STUD (TYP.)
BEAM PER PLAN
BELOW SHEARWALL L = STRAP LENGTH SHEAR WALL
2-2x STUDS
ELEVATION PER HOEDOWN
INTERIORINTERIOR SHEARWALL B MST HOLDOWN AT FLOOR MST HOLDOWN AT FLOOR BELOW
TO FLOOR 1
NEW EXISTING
EE •••
EDGE NAIL PLYWOOD TO
1 /2" DIAM. LAG
2X STUD WALL ° ° ° EACH 2X STUD
• ® °
SCREWS @ 24" O.C.
(3) 2X6 STUDS AT PLY PER SHEARWALL PLY. PER SHEARWALL
HOEDOWN SCHEDULE STUDS SCHEDULE
PLYWOOD PER SHEAR WALL PER PLAN
SCHEDULE 2-2X STUDS @ EACH
HOEDOWN
° ®•—_-__--- TOEACHI DOUBWL�
BOTT. PLATE SCHEDULE STUD
2X STUD WALL SHEARWALL
• • • °
FLOOR PLY,
2-2X STUDS @ EACH SIMPSON HTT5 HOEDOWN,
FILL ALL HOLES W/ SIMPSON MST60 HOT
SILL PLATE HOEDOWN EDGE NAIL PLYWOOD • • • 16d X 2 1 /2 " LONG X DIPPED GALVANIZED BOTTOM PLATE
TO EACH DOUBLE STUD • 0.162" DIAM, NAILS FLOOR / SILL PLATE W/ NAILING PER
-------------- NAIL TO STUDS W
FOOTING FOOTING ° • • PER PLAN 34 - 10d COMMON A.B.'S PER
SIMPSON MST60 HOT • NAILS MIN. SHEARWALL SCHEDULE SHEARWALL SCHEDULE
DIPPED GALVANIZED
EMBED HORIZONTAL NAIL TO STUDS W/ ° ° PREDRILL TOP HOLE
REINFORCEMENT 1 /2 DIAM. SIMPSON 34 - 1 Od COMMON AT STRAP PLYWOOD EDGE NAILING PER
AN TITEN HD SCREW ANCHOR NAILS MIN.
OF NEW FOOTING 1 /2 DIAM. SIMPSON SHEARWALL SCHEDULE
4" INTO EXISTING X 6" LONG. PREDRILL PREDRILL TOP HOLE ' SOLID BLOCKING
UNDER SHEAR WALL TITEN SCREW ANCHO FINISH GRADE
CONCRETE W/ 1 /2" AT STRAP
FOOTING IN HIGH CONCRETE X 6" LONG. PREDRILL 2-#4 CONT.
STRENGTH EPDXY DIAM. DRILL BIT „ FOUNDATION ,
AS SHOW CONCRETE W/ 1 /2"-
® 6
GROUT �- 5/8"0 ALL THREAD ROD,
ANCHOR BOLTS 5 1 /4 EMBED 8" MIN, IN CONC. AS SHOWN _
5 1 4 2'-0" MAX. �T -T�lir T�nr-�li�li II
UNBALANCED 2- 4 CONT,
PLATE WASHER FILL �\� # (D z
USE FIRST EXISTING mll a W-- - -F, 3/8 X 4 0 USE FIRST EXISTING�-
yr'ii„ice, HOLE AT STRAP FOR HOLE AT STRAP FOR 10"
BOTTOM HD TITEN. A,B'S PER NUT BOTTOM HD TITEN #4 @ 16 O.C.
SCREW ANCH SHEAR WALL SCREW ANCH EA. WAY
6" MIN SCHEDULE EXISTING T11-11
EXISTING s' MIN 4" 8" 4"
VERIFY FOUNDATIONELEVATION VERIFY WALE DATION
WALL
EXISTINGL L L V I
1 1 1
REVISION
Jun 13 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-0055
II�`IB�"1lIIY
Y YI[l�'�
II
e
l F, 6-16d NAILS
v- BRACE TO
BLOCK
Ii►�1�.'r'7�I
�ROOF TRUSS
a
i
SABCO
CONSULTING
ENGINEERS
INC.
1 1 322 34TH. DR. S.E
EVERETT, WA 9820E
TEL: (425) 33B 0342
E-MAIL: INFC@SASCC ENGINEERS.CCM
WEB SITE: SABCCENGINEERS.CBM
DEC 28, 2022
FOR STRUCTURAL
AT PHASE 5 (TENANT
IMPROVEMENT & REMODEL)
I- N
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MODIFICATIONSI
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OCTOBER 7, ZOZZ
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SCALE: 3/4[I= 1'-01
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w
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TRIKE STO
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nH STRUCTURAL GENERAL NOTES &- LEGENDS:
(NOT A PART)
EXIST. all W.
CONC. FoN. STE WALLLEGEND: 5J INDICATES SIMP60N MSTC 52 STRAP TO EDGE
WALL. OF SHEAR WALL ABOVE PER DETAIL 13/52 OR
E 7 INDICATES EXISTING WALLS TO 10/52.
EXIST. 6" x 16" REMAIN OR NEW WALL$ SHOWN
i 7FF 7 1 CONC, FTG. EXIST. 2 x 4 ON THIS EXHIBIT AS BACK-
/c:RIf=,PLE MALL GROUND A5V. FOR FOUNDATION - INDICATES SIMPSON MSTC 60 STRAP TO EDGE
OR FLOOR FRMG. 2 OF 5HEAR WALL ABOVE PER DETAIL 14/52.
EXIST. 24 W. x ..... . ....... INDICATE 5 EXISTING WALL To - 10" DP. CONC. REMAIN.
FTG. z
INDICATES NEW WALL. 1) 3 INDICATES SIMPSON PTT5.HOLr,>OUJN TO EDGE
OF SHEAR WALL ABOVE PER DETAIL 13/62.
r I NDICATES. EXISTING
I I wo" Dt" FOUNDATION TO REMAIN,
i t EXIST. 2 x FLR I s lv> 0 at. 28 ?A
I INDICATES NEW CONCRETE FOOTING PER FoofiH6
000e JST5, 16" O-C, APAVL-2r4� za'?9 INDICATES NEW FOUNDATION.
SCHEDULE ON SHEET 61.
EXIST. 2 x FLR. EXIST. 2 x FLIR.
4T jets. 6 wu 5.—c. Fx_x
13.) ALL NEW BEAMS AT CRAWL SPACE :PER PLAN TO. BE
SUPPORTED W1 A P.T. 4 x 4 HF*I POST. W1 PC47-OR EFC47,
II
TYP.II '5-2 POST CAP AND W1 A PF44 POST BASE AT THE NEW
FOOTING.
9-111111 man= --W-4n-mmmmmm -0 0 111 . som� 5__w _M_ ML= I 1 1111111 0 STRUCTURAL NOTES.
DEMIf;,ING: LIN _ — i i 5 s 10.) INDICATES SIMPSON M5T,,, 60 STRAP TO EDGE
3) 2 x 10 HF-012 ) x 10 F02 (3? 2 10 HF02 A-r AN_� 1.) SEE GENERAL STRUCTURAL NOTES ON SHEET 61. 4
UNDER SHEAR WALL I IID R SH A I�JAL14, I OF SHEAR W
NEW L ALLI Or- SHEAR WALL ABOVE PER DETAIL 12/52.
III2.) INDICATES EXTENT OF SHEAR WALL.
A
ROVIDE SOLIDI # INDICATES SHEAR WALL TYPE PER SHEAR
LKG. UNDERIItLo
g WALL SCHEDULE ON SHEET 51,
CENTE INE OF EXIST. LJ SHEAR WALL. I
(p rFl- E F 1 3 K M 0
-1 11 1 WINDO_ MULLION T L 11. INDICATES A 4 x 0 P.T. HFOI BEAM UNDER SHEAR
0 INDICATES NEW.mANuFACTURED WALL IN HUG45 HANGERS (5 LOCATIONS).
F TRU55ES 0 24" O.G.
SIM. VP1
8-212. ALL BEAMS, HEADERS, AND G-> I ER TRu55E5 To
to
�/3/ I I I 1 (3) 2 x I HF#2 (31) .2. x ib Hr-►.11 INDICATES. NEW MANUFACTURED NAVEILL BEARING WIDTH SUPPORT AND A MIN. OF (2). -
2 x STUDS U.N.O.
011 _��JIJNDER HEAR LL, ijujir,>ERISHE RwA4 4.) INDIC
I L GIRDER TRUSS.
4EW IN W
1 II 1 II
tK UNDER SHE R t ALL I I
N EW
tK
_U
It 2
Z3
7 RESUB
NEW DK Jun 13 2023
F 2.E, CITY OF EDMONDS
ENTERLINE OF NEW POST DEPARTMENT REVISION
DEVELOPMENT SERVICES
Jun 13 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
EXIST 2 x 4 DEPARTMENT
L CRIPPLE WA NEW
tK FRMG,
-1 1 NEW (2) x 10 1*02 a PROVIDE NEW
EXIST 2411 W. x ENE) OF SHE R WALL
=, CONC. 1; w1__0 921� a Z__ 9�0_212___=." "Max I SOLID 5LKG�
EXIST. 5" CONIC. EXIST. 2 x 4 loll of I
FDN. STEM WAL.L., CRIPPLE WALL FTG. fl)UNDER 14EAI I> e_�_ z,81 zo 2-4—
WA ./I/
FRMG. IN UTE 0
0014,,AYC A y Sim, > 4- EXIST. 2411 W , x cr " Uw% 11"J" RE C INI K
6-2 ? 11 TRIK U A E"TE' SUITE 5
101, PP. CONIC.
NEW FTG.
A I it i I I I , w I NOT SHOWN ON THIS DRAWING TO ALLOW SPACE FOR NOTES AND LEGEND AS SHOWN ABOVE.
1 -1 e,s .;.. 11 11
NO STRUCTURAL SCOPE OF WORK IN THIS AREA FOR THIS CURRENT PHASE 5.
4-
r F__
11-A
PROVIDE NEW A Q
45 SOL I ID BLKG; AL
T
NEW 6" CONIC, 6-2 UNDER SHEAR' L
J P0 492 L-A
FDN. STEM WALL.
fit-
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ORIGINAL
ARING
T
IB TRIKE STOP -�,PHASE*- H
I ""TRUCTURALGENERAL. NOTES LEGENDS:,.
NOT A PART
I �
WALL L 5.) 1 INDICATES SIMPSON MSTC 52 6TIRAF t0 EDGE
I _ /I ---— OF SHEAR WALL 40Y PER DETAIL g/62 OR
ORIGINAL BEARING WALL 10/52:'UT
— - I — -- — — — --I - _ _ - _ = = - = _ = = - :_ - ^ _ .- s_ ( REMAIN OR NEW WALLS SHOWN
ON THIS EXHIBIT AS BACK-
ji G ROUND ABv. FORFOUNDATION
OR FLOOR F MG. r.) 2 INDICATES SIMPSON MSTC �O 5TRAP TO EDGE
OF SHEAR WALL ABOVE PER DETAIL .14/52.
_ INDICATES EXISTING WALL TO
REMAIN.
+ I INDICATES NEW WALL-.
1.) 3 INDICATES SIMPSON HTT5 HOLDOWN TO EDGE
Al % / ' I I INDICATES Ex15TING OF SHEAR WALL ABOVE PER DETAIL 13/62.
z I FOUNDATION t0 REMAIN.
0? A001111411 (VE,RIFY)l I I
W A I .� INDCTES NEW CONCRETE FOOTING PER F
I I INDICATES NEW FOUNDATION. a ,, �°
I I \ / I I 1 �'®P O'r.... . �. SCHEDULE ON SHEET 51.
Fx-x
i:: -4.I I i AT NEW SHEAR WALL 5 TY� / 'j L I A-z-
SUPPORTED"3J ALL NEW BEAMS AT CRAWL SPACE PER PLAN TO- E
�~ `��f� sUJ/ A P.T. 4 x 4 HF I POST UJ/ PC41. OR EPC4
X O + I I POST CAP AND U1/ A PF44 POST BASE AT THE NEW
w Z I I// _1 jj 1 ONt' 4" a("'SI`T t`� ►�L FOOTING.
E DEMISING LINE p
— 4
— , -��"' ( 1.) SEE GENERAL STRUCTURAL NOTES ON SHEET Si. 10.) 4 INDICATES SIMPSON MST 60 STRAP TO -EDC-�E
w (VERIFY) I ° � � OF SHEAR WALL ABOVE PER DETAIL 12/52.
I'—`. J% ( 1) z l I 1 11) f`r'j I Ib _ _ INDICATES EXTENT OF SHEAR WALL.
u III tJ �11 - I I III 2. )
2 III
INDICATES SHEAR, WALL TYPE PER SHEAR
z I I III I I _ ql I I I, WALL SCHEDULE ON SHEET 51.
--1I 11I1,`III I� I aI , ._
11. INDICATES A 4 x 8 P.T. HFM BEAM UNDERSHEAR II I!FALL IN NUC48 HANGERS (5 LOCATIONS),n "- N
TRUSSES Im 24" O.0
=TRUSSES TO12. ALL BEAMS, HEADERS, AD•GIRDE
I 411GT1I
_ INDICATES. NEW MANUFACTURED HAVE FULL BEARING WIDTH SUPPORT AND.'A MIN. OF (2)
IVRIFY) 1 I:•; ° ° I I 2 .x STUDS U.N.O. I II GIRDER TRUSS.
L — _ — J. _ 1�EMISIi LINE 11 o I
IrG^I',�� _ G, 'Ti�USS BY t S MG '
- — - —
`-I,ABOVEjjSHR,4P UJ.4LU x ?,► 6 1`
L -TA, P
S AH i _9.tl vPPojr 13� G-,
oppo 14-r Ta 0 aa1;V11T---P I� ; 714
_ 2 TYP. I I k O O + ,` co (L 0 �Mror)vr-Ac--rjF16a .
'S I } w "T" - MANUF YTRUSS BY TRUSS MGF. 10 24" O.S.I (`� `°,
I REVISION
(K U' (VERIFY) I - N H T . I (.I =.., \�C ! ___- II /� �, Jun 13 2023
OOj '� w 1� I I — — - . CITY OF EDMONDS
O X - x z .. (. m I--- - I Jun 13 2023
_ (f► FOR NEW Foot SHEATAM, S)=ENMO ROOP NOTE ON I I r I I I I DEVELOPMENT SERVICES
DEPARTMENT CITY E
DEVELOPMENT
SERVICES
DEPARTMENT
w zz XIS.�T
cv I I I� tQ 1 ' 5_ 2 I I I I DG I I I ( 0
w 4 I I III w �' III / \ III Oi-
0- 5-2 I III z I I o I T I I I A�w w
}.., I � III � ( Q �- , a- ■ \. � �
0- i- TYP. I Q 1 III ' I p✓_w i {� ti. I �--
+ I +1• rr-I III Z �' '� �Q- I ,�� �� I XITE 5
A" CA R S U
T RI E STOw"' OF` U T E CENTEK
I
�� w I w ' ��<' - - ^ - - / II ._ ` i NOT SHOWN ON TH 16 DRAWING TO ALLOW SPACE FOR NOTES AND LEGEND AS SHOWN ABOVE. �
R ORIGINAL BEARING WALL_ u....,......._.,.• -- — Q:•-- - _ =� - _ _ _ - - - _ ._ _- �-- = - NO STRUCTURAL SCOPE OF WORK IN THIS ARE, FOR THIS CURRENT PHASE 5, P�� 6s� .
AL
(VERIFY) 1 I I I 2. I V x W_ Q" V1 . 4.
EXIST. CURB ® GL 3 /t �' ! o ?_ 2 � _ � r-� Ali Az - � 64ZAVI -tY
NEW
MTD. SKYLIGHT s
ROOF 1) -- EXIST. CURB-OYEHANG E �®FEXISTING�'v�u Z5t'c.�2.
0
EMSING LINR
v`
JACf<-OPEN TizU55E5 F=SIM _ _ _ - -- PARAPET �— EX1si. cu - ,HALLWAY
15 TRUSS M G. 1 !- I I - ^ ' , MTD, y5KY IGHT
1 I I
�p II ••fir ,, � - " '- __� .
I I -�
,bL 5-2 SIM. �� _ I - ' __ z
I? I m
I - - -- -- - ----- — _ -- ----- — — — __-__- = — -
h10
i I a,s "CxT" -GIRDER TRUSS BY TRU55 MGF. N �---A Z -I-- - r I
38►=-�" I � IIi I \ -,-4;•$ 1
TRUSS HANGER BY b 1-(p I I
. . / I
RUSS
CLASSROOM
o EXIST. C-U_RB-� EX ST. CURr. MTD. SMTa. SKYL GHM"I �ky` \ S:YTY., +
\ �r 2 11 I�PTION
_ -_--- \ /'I 1,
5-2 ' \� I I I \ — — .'. _Av-� - ��II_ .I_ 'I T--._____� '�._ rL
TYP. ���, HALLWAY— L
'�,
'IT1- ANUF. RUSS BY=-
w MGF. 24" O.C. ss �v '' �` E. `
/ y:.
I� II / I III / I I I ,� I r �---- �„� I,I II _ — _ _ _ II l F U / I IUj
2 5-2 S-2 ' _ I" .,I; +' _ I IIIII F � III, t/
TYP..�.ISTORAGE
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