HomeMy WebLinkAbout1123 W 11th St Technical - BuildingTECHNICAL
Permit 077 (0 q
Address i 1 3 \J 11\
Project description 1\e,w S■
R
�x� t
Date the permit was fin d 0-05
Number of technical pages 2.T)
0
it N Lehtinen
ineering
3216 Wetmore Ave.
Everett, WA 98201
025)252 -2373
BEARING
i i.li2 SD1C.T1ON
A ,r IT tONAT, STRUCTURAL ENGINEERING
1, LQLJ1R:LM4EN'J'S OR CHANGES TO:PLANS
0,1? AS SHOWN SH'I'
u'J E SCHEDULES AND DETAILS PER SLIT
j
Page No. I
PROJECT NAME (1 Sr, F iRro
P ROJ ECT NUMBER /07 /S 2J\
LOCATION \X/ N 5H I NOT
CLLENT R
DESIGN CRITERIA
CODE
1bC Z.00 3
LIVE LOADS
FLOOR
SNOW G. P
WIND 'g5 MPH EYF
SEISMIC Qc1E 0 IN D
DEAD LOADS I
ROOF
FLOOR I `p&
SOIL VALUES
2_0oa PSP
LATERAL IN A%
CALCILLA IONS
ENGINEER'S SEAL
IS FOR LATERAL
LOADS O NLY
UNLESS NOTED
of
DATE S ,RUCTURAL ONLY
GI]' l.Lehtinen
Engineering
4120 [loyt Ave.
verett, WA 98203
623) 252 -2373
where
:IU I. 41 7u 12
V 1
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R
where
WE'D DESI N
DJ (ACM WIND .PRESSUT-I S FOR STRUCTXJR S OR ',LIT_;“ ��N l S
.r` CrC T GYP'S SI LA.L BE DETE ..M N] D TOR AN F
I.i 1 1 C RDA_NCE WITH THE FOLLOWING +O HULA.
By Date
re No.. Z of
P 11 1 I' Poo J (i -34)
A Adjustmrnt fact )r for building height and expo-
sure from Table 1 609 6.2.1(4)
1 .importance fact r as defined in Section le 09 5
P ,,u Simplified desir a wind pressure for Expos ire ]3,
at h 30' feet (9 44 min), and for ,l 1 0 from
TablL 1609 6.2 1(1)
SIMPLIFIED DESIGN WIND PRESSURE (MA 'd WINDFORCE- RESISTING SYSTEM), p yll (e. pncurc 13 ul It 30 loci with 1,,.1.0) (plu)
TABLE 1609.6.2.1(7)
11A' 11: 20NEE
walla NIL floor Narizanlal P Wu mul Prouaw'au 0, rh u
;1'1:1:.1.1 ANGLE ME IN LOAD !L.
P 192.111! 12" CASE A E S• 11 liuu
Wu.1 Hn1 1 11.51 7,6 3.3 13.11 11 9.5 -6.I I'I :I__ 1 7.1__
III` 2 1 12.9; -3.) 13.11 'I -9.6 /'.5 1'1.:1 _1 5,1_
15" 3 i VIA: -4.H 9,6 ..7 •I:I,H .0 9.5 59 1!1:1 1 5,1
115 211" 4 l 15.11: -4.2 10.0 -23 13,11 .li 9.6 .7.1 19.1 I 1
2 1 14.4!- 2.3 10.4 2:4 -6 4 .7 -4,6 7.0 11 9 1111
2 2.4 .7 11.7 1.11
1 12.9 11.11 16.2 7.0 1.0 .11 11.7 7 -LS s.
a 11,11 114 x '7.11 5 5. .0 .9 4 ;1
I S i IL7MIC DESTG
.1.[.i 1 OTA L DESIGN BAS GI SHEA.R. IN 4 G t err N DIk C'z'ION
1 1,1 2 1A1 :C, Ll is :DETER UN:CIJ" FROM THE FOL ,(r WING FO R]V1.U7.1"A.
B
5,9
-3,4
c
11.6
0
l'he design :lar tic response acceleration at short
period as deter: lined r.n accordance witl. Section.
1615 1-3
R The response modification factor fix, di Table
1617 6
14 The effective se smie weight of the structu► includ-
ing the total cl :i .i load and otb: loads list .d below
iiNILehtinen
1E ,nivoneerin2
1 20 Hoyt Ave.
tsi erett, WA 98203
252-2373
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By Date
Page No. of
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riN Lehtinen
0
4 20 Hoyt Ave.
erett, WA 98203
4 23) 252-2373
Ft)
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By Date
of
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ii i.NiLlilvhtinen
4 f 20 iioyt Ave.
iL,v re¢t, WA 98203
i 42i) 252 -2373
1 Design as a traditional (segmented) shear wall:
1 1 Calculate unit shear the wall is des gned to resist, v:
C
v v= p90 Plf
1 2 Since one segment is less than 2:1 aspect ratio, calculate aspect ratio adjustment AR
Lt
AR,d� 2.
VCrl
AR
DE 5 (Mokri (T-t;:
AR J5
1 3 The 'effective' unit shear this narroint segment will have to carry is, v
=6 To force the narrow wall to be stiffer the load the
v eer wall must resist is increased, thus more nailing
will be required
5W 2
Fn (I SIDE.
a o c--1
RAJ tfiC
m v h z Fref
7 3 4 1 2-
4 0 Q
By Date
Page No. 9 of
Assumes full „height segments get an equal unit
shear, another approach could distribute load
based on wall length or stiffness, but in this case
an aspect ratio adjustment factor will be used
which is intended to provide near equal stiffness
among narrow <2:1) and wide >2:1) wall
segments
2000 NEHRP 12A.2 3 (ref 1), this adjustment to
use segments less than 2:1 for seismic design.will
also be in the 2003 IBC
K 1".A
0 f i v6
MO 1 4 4 P I'h E "r
A��IJML
INFLECTION POINT A f MIDDLE
h "4
f
1t
1'
�.I I SIEIPSo1J
II 1 LSTA 27
1 I f i� Ek
5Ct
EXTEND
HEADER TD
T ?I E L
11011)OhN ,11U h I:rll
INTO FatIDATION rtilll
R YJF
GARAGE SHEARY'AL..L MING w/ STRAP F4OLDOv
C OT 5Th2
Floor
ALLOW
LOAD
180 plf
215 plf
MATERIAL
1/2 CDX
EDGE
BLOCKING
REVD
NAILING
FFELD
ANCHOR PLATE
BOLTS NAILING
10d 10
8d 12 l ig_ 4 48
REMARKS
SID
MARK
SHEARWALL AND DIAPHRAGM SCHEDULE
rr
0 t
NTS
VONII•la0
HEAWAU
1
IF IF TTIE
COORDINATE ALL STUD AND PLATE SIZES WITH SHEARWALL SCHEDULE REQUIREMENTS
EDGE NAILING TP POSTS, TRIM STUDS, AND KING STUDS
\di J v L S G T o z 1 a
DOUBLE TOP PLATE WITH EDGE: NAILING (STAGGER) (SEE SHEARWLL SCHEDULE FOR LUMBER GRADE)
EDGE NAILING AT ALL PANEL EDGES: BACK WITH 2X BLOGKING OR BAGKING.
EDGE NAILING TO HOLDOWN POST (FULL hEIGHT)
STUDS AT 16- INCHES ON CENTER
PRESSURE TRATED SILL PLATES WITH EDGE NAILING AND ANGHOR BOLTS PER SHEARWALL
SCHEDULE (PROVIDE A MINIMUM OF 5/8 DIA ANCHOR BOLTS AT 48- INCHES ON- GENTER EMBED 7' MIN.
TOP PLATE SPLICE AND NAILING PER PLANS. LAP 4 -0' MINIMUM. CENTER SPLICE ON STUD
HOLDOWN PER SCHEDULE AND' LAN.
fl Lehtinen
firlgineering
4120 Hoyt Ave.
Everett, WA 98203
(423) 252 -2373
Project _I
Subject
By
SHEARWALL PER PLAN
WALL OPENING REINFORCEMENT SHEARWALL
3/4 =1 —0'
Project No
Page No of
Date
NAIL SHEATHING
TO BLOCKS AS
FOR SHEARWALL
EDGE NAILING
r
TIE STRAP
SIMPSON LSTA21
W/ 10d x 1'
NAILS (TYP)
4x2 FLAT BLOCK
(TYPICAL)
pow e 8
Detail Nemo:
n'pbe 4 S L.)
Detail No.
Storage Seek:
Date:
4.3f,..F SPACED AS
SHOWN ON JPPER
STORY E-HE.
'PLAN
SHEARWALL
SHEATHING
WHERE REQUIRED
S.
S
.0.
z leo 10 c
UPPEF STORY WALL
OR PARAPET
F S. E. 1
T1P7E p..57 a ps,,,
1 C 1F"
OP R..2.E.1 7 L -1 0P -;HE.ATHINc
tg,
LL-
kr Pr, Lo(411D
r■
1 VI .1...7.
tr
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1
,r
1 f T5(
.7 rC<
I GA R AGE 1
MC.
cv
0
0
0
0
0
II mom=
1 11
ANDETCPACE
SCHEDULES
V.A.C.
26
DOORS WINDOWS
PAM 2068 PRE-46640. PANT-CRAM WOOD,
ALL-UCIHT CLASS PANEL. ECIERICR.
3088 PRE-HuNO. PAW GRACE-MOD AM.
20 Ilk PIM RAT E0 sar-Q.02610 OnERNOL
9078 RCLL-up, PRE-FIN191ED COMPOSITE 6144.41E0 POI
ELEVAlICN WAXNEPRO STEAL1W moOEL OPENER
PAIR 2668 RANT-CRAM LOUVERED ROOM 00-F01.0.
2668 PANT-06406 6006. SINGLE PANEL.
SHARER STILE NTERICR w/POCKET FRAAE.
2668 PRE-16.mc. PANT-GRADE 16000. 560.E PANEL_
944406 STYLE. 60E2606.
PAM 4068 ALL-4RROR. "SHUSHED-tACKEL
RAVE MONO CLOSET. INTERIOR.
RAN 2668 ALL-NIRROR. IMIJR403,410011.. 46494
MANE SIDING �.T. INTEMoR.
2040 SINGLE 141,11
3030 Ammo
6020 4600
4040 SuriER
3020 A444640
2630 saecLE 46640
I LAUNDRY
001404 PA;
BUILT-14 'epacsreoca
460 EHTERFAIMENT
W ASHER
FAMILY I
0)
NOTES
1. EXTERIOR 0006S SHALL HAVE 1 J FACTOR .20
EXIBMOR 111110063 SHALL. HAW U-FACTCR
2. 00606 SHALL SPECFY ALL FIXTUREik FLOORING
ARO 46694ES NOT OTHERNSE NOTED.
2. HEATIvo 94443L BE 0x102902 FROM EnSTING
043-4630 415194
4.
DaDIIOR WALLS R-21 BATT vt/VAPoR BARRER
001640 t6442.1E0 6-30 BATT 6/ vAPOR BARRIER
0.9360 (FLAT), R-38 BATT w/ VAPCR BANNER
SHALLOW 0.91404 3-r LAYERS OF OWENS CCONNO
FONAJAR 150" RICIO INSLAATION R-VAUJE-30.
FLCORS 6-30 BATT w/VAPOR BARRER
2. NCR voloows
NEw 61140065 SHALL BE PER OMER SPECIFICATIcNS
STILE ANO COuxt
2-2"
14 -0'
BEDROOM
CLOSET
CLOSET
I BEDROOM 1
4
1st FLOOR PLAN
1/4
1 -7
H
O
SCHEDULES
DOORS WINDOWS
(D PAM 2666 PRE-1611.4. RANT I OO.
ALL -UGRT GLASS PANEL EXMOOR.
2666 PRE -+6810. PANT -GRADE WOOD. SINGLE PANEL
SHAKER ST1tE. NIRRA.
2010 512I4LE HUNG
3030 AWNNG
3020 AWNING
2020 6 12A4S5 81001
5050 ADER
4050 RIDER
3030 SINGLE HUNG
2040 FINED
30 GNIEIER ROURO. FT=
NOTES
EA1ETIOR 00005 SHALL HAKE 11- FACTOR <14 .20
D1EMER MOONS SHALL HAW U- FACTOR 40
2 MCI 91411 SPEpiY ALL FDCMRE'x FLOORING.
CA/NETERY. AND MASHES NOT OTHERWISE NOTED.
1 HEATING 94411 BE EMENDED FROM 4)001640
GAS -FRED SYSTEM
INSULATSOlt
WIRER WALLS R -21 BATT W/VAPOR BARRER
CFXk1G (VAULTED): 0 BATT W/ VAP BART66R
0-36 OR
COUNG (6EATk R -36 BATT W/ VAPOR BARRIER
SHALLOW CEILNR 3-2' LAYERS OF OVENS CORNNG
7oAYl0.W 150 RUTLI 619AAT10N. VALLE430.
FLOORS 6 -30 BATT W/VAPOR OA(6IER
1 NEW "MOONS
ALL NEW MOONS SHALL BE PER 05102 SPEOFICARONS
STYLE AND COLOR.
CU
2nd FLOOR PLAN
1/4 1 -0
4
In' ®E
II
ay,
11111
off
/a
1 0
I
(DINING
i
1 vAU ten ac
PANG 1
F®"
BALCONY
it
k W-6,q,G
I'
0
J
O
7
t •PRIOR. 21
Q Q
VaV
Rua
v
16' -6 7 -6'
0
0
0
7' -4
0
2 1..-0
2' -2
34 -0
14 -0'
1 -7
H
O
SCHEDULES
DOORS WINDOWS
(D PAM 2666 PRE-1611.4. RANT I OO.
ALL -UGRT GLASS PANEL EXMOOR.
2666 PRE -+6810. PANT -GRADE WOOD. SINGLE PANEL
SHAKER ST1tE. NIRRA.
2010 512I4LE HUNG
3030 AWNNG
3020 AWNING
2020 6 12A4S5 81001
5050 ADER
4050 RIDER
3030 SINGLE HUNG
2040 FINED
30 GNIEIER ROURO. FT=
NOTES
EA1ETIOR 00005 SHALL HAKE 11- FACTOR <14 .20
D1EMER MOONS SHALL HAW U- FACTOR 40
2 MCI 91411 SPEpiY ALL FDCMRE'x FLOORING.
CA/NETERY. AND MASHES NOT OTHERWISE NOTED.
1 HEATING 94411 BE EMENDED FROM 4)001640
GAS -FRED SYSTEM
INSULATSOlt
WIRER WALLS R -21 BATT W/VAPOR BARRER
CFXk1G (VAULTED): 0 BATT W/ VAP BART66R
0-36 OR
COUNG (6EATk R -36 BATT W/ VAPOR BARRIER
SHALLOW CEILNR 3-2' LAYERS OF OVENS CORNNG
7oAYl0.W 150 RUTLI 619AAT10N. VALLE430.
FLOORS 6 -30 BATT W/VAPOR OA(6IER
1 NEW "MOONS
ALL NEW MOONS SHALL BE PER 05102 SPEOFICARONS
STYLE AND COLOR.
CU
2nd FLOOR PLAN
1/4 1 -0
4
16 -6'
BALCONY 1
7 -7'
0
IMSTR. sutTEI
B•-0. as
24 -0'
DOORS WINDOWS
26613 PANT -GRADE NOW, SINGLE PMR2.
SHAKER STILE. INTERIOR W/POOQT FRAME
2668 PRE -HUNG. PANT -GRACE W000, SNGLE PANE2.
SHAKER STILE. WM:RI
PAIR 2068 PRE -HUNG. PANT -GRADE WOOD.
SINGLE PANEL SHAKER STIT.E. INTERIOR.
3068 PRE-HUNG. PANT -GRADE W000.
ML -LIGHT GLASS PANEL EXTERIOR.
6020 FIXED
3040 CASONDIT
6050 SLIDER
2030 FIXED
2030 CASEMENT
30 DIAMETER ROUND. FIXED
3031 CASEMENT
FIXTURES
15 CFTF EXHAUST F AN
NOTES
I. EXTERN DOORS SHALL HAVE 0-FACTOR F.A. .20
MOWN MO0113 SHALL HAVE U- FACTOR v- .40
2. OWNER SHALL SPECIFY ALL FIX13 ES. FLOORING.
CABNETRY, ANO FRISKS NOT OTHERWISE NOTED.
3. HEATING 94 4L BE EXTENDED FRCW ERS1NG
GAS -FIRED STSTEL.
4. N5ULATIGt
EXTERIOR WALLS R -21 BATT W/VAPOR BARRIER
MAC AULTIDk R -30 BATT W/ VAPOR BARRIER
C OUNO FLAT R -38 BATT IV/ VAPOR BARRIER
SHALLOW FOAMIRARA 50 RIGID HALATION. R -VALLE
ROOPS R -30 BATT VI/VAPOR BA RRER
1 NEW *MOWS
ALL NEW WINDOWS sHAO. BE PER OIRIER SPEOFIOAMMGS
STITE APO COLON.
'TRUSIOIST 16' TJ 360 16' O.C. 6/
2 10 D.F (2 0 16' O.C. 6/
TRUSJ0IST 665 TAPERED (14 -1/2' 211 0 16 O.C. W/F516 BOARD
116 10 STEEL BEAR 6/1/2'• STUDS 0 24 0.0 TOP DOT.
W16 31 STEEL DEAR W/1/2 STUDS 0 TOP SOT.
614 22 STEEL BEAR 6/1/2'4 STUDS 0 TOP DOT.
612 4S 51511 BEAR 6/1/2. STUDS 0 TOP DoT.
6 6 0.F /2
6 6 0f R
a to ai /2
15 6 1 x D r 4- 2
MVl f1 (3Li✓ 5ru
O
O
0
0
F4-2
11
1OJ-21
IFTP
IFS -41
1 n
l FlR -2 I
l
FRAMING SCHEDULE
IQ 12/32' C06 PL14000 6/64 0 0 C. EDGES
0.C. nap. PKw1ES 6 164 0 0.0 (260 PIF)
/2' GYPS./ WALLDON 6/24 0 .C. EDGES
3 0 0E1D PUTES 6/ 164 (1 Pt')
2nd FLOOR FRAvlif
1/4 1 -0"
reFfl 'RAISJOsr l0 TJ 560 O 16" O.C. w/
W12 19 SIEE3.. OEM -16/1/2 SNOS O 24' O.C. TOP BOT.
6-1/4' 11 -7/6' ROSSORO 'BIG BEAM
('6T.TI 2 10 P.T.OS R O 16' 0.G
[E:T( 3 10 P.TA/ Q W /2 -0/6' BOLTS O 24 0.G
(STAGGERED T It DOT.)
we 50 STEEL. BEAM w/1/2 SNOS 24 O.C. TOP BOT.
P.T. NAeER 10P 0 2a P.T. NA6ER SOT.
®j w0 112 STEEL BEAM W/1/2" STUDS 0 TOP L DOT.
(71:F11 6 e Os 12
(AII) 6 e 0s /2
e 10 os R
e
6
(FH -5
FN-41
FRAMING SCHEDULE
0 4x4 f' 4,2
C)'8 TS) L-4-7 ►+3c� �7'v
Ts4X4X�4
0
_Jo
1
J
3rd FLOOR
1/4 1 —0"
4
4
--3
lRN -1
ENGINEERED WOOD TRUSSES (0 24 12 .C.
TRUSJCISY 136 TAPERED (6-1/2 161 OW O.0 W/01M BOARD
UrES AND 'Y
2 Of p a 24 0.0
We 10 STEL1. BEAN W/1/Y SILOS 0 TOP BOT.
2E11 0 6 D.F /2
8 6 D.F p
1 RJ
l 6
ED
CA
0
0
0
0
0
0
0
FRAMING SCHEDULE
13/32 cox Plrvgo1 5/64 0 .C. EDGES
■2" 0.c 111.11. PIATES w/ldd 0 16 o.c (26o PEF)
I/Y CWSUM «4.11.1)0010 W /54 O .C. EDGES
0 c F1E1D PtAlES W/ 164 0.0 (146 PtF)
SEA TO ATTACHED ENS 000U-
1E21TS FOR A00110NAL sEOFM/1TIO15
AND INFORMATION. PRO'DE STRAPPING.
NAWJIQ AND 1 .0010N0 O3.
e+
W/STANOMD NE7NO Alq
PER 2003 450)045 2JW 8 2306.
O
t
ROOF FRA
1 /4 1 —0"
`Y000
STUDS
MP
A47 ST,�,AP
\1
r-\
WG700 PJST
WOOD BEA,i1
7-- INTERIOR WALL
N
_TIN: 177,/_ _....7- leP .t._ (SEE TABLE Or), sliEr
'P`, 11 7
WHERE REOUIRED "'NI 1 X
FLOOF SHEA
11
S.WZA,
2!MPSCN -Z.5 PER
'ITT FIZQF
AIHI N. WHERE
RECX!RED
r•-•
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c
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SHEI-
111Sirudtural cIIvIt Engineers
32/6 Wetmore Ave (206)252 2373
I verett WA 98201
HD 5fri\ A
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1 e24o,c. vr
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HOLDOWN AT L
V.44LL.
Path: eNoLexiks
Detail Name:
8)(TWALL-2.
Detail No.
Storage Scale:
7/ A Z
S.W E
SkEARWALL
WHERE OCCURS
E
E N
16D SPACED
SME AS
S W EJ
c:TUD§
L.
TRUCS
oFj A FTP 71-1
CEILING )0 :1"
LI k,j 7'4 I
"iNi in
SHEA F,
SHEARWALL
THING 1 11
WHERE REWIRED -.4
I
S.W.E.N.
',I
I, 1
1 A
7
SIMPSON iA,15F 7
1ST OOP. S 1k 11
SHEA WHER.E
RtQUIRE0
Path: C \VSLcz.KS
Stance Scale:
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1 .7.
rt1
.73"4-42A7-ii 'G
4.
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Detail No.
Date:
4 -2
ET L La
Detail Name:
160 flti 8" a /c.
FLOC P 51-47-fiNG
•5F
RE!
'C SIruclurai 1 Civil Engineers or NAME
2/6 IVL'lma,eAve (206)252 -2373 %OMV w
VC/'C1l I VA 9820! CONTENTS
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H N Lehtinen JOO NAME
Structural Civil Engineers
COMP. NY
3216Wetntore Ave (206)2 2 2Yi3
Everett, WA 98201
151aAA
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co p4,6) Joi4
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SHEARWALL
SHEATHING
WHERE OCCURS
LAP Jorprofizx
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it 1
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DETAIL
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EXTERIOR,
LIP
35
TIME SIIEET
Ft.00 R
SO I $13
TYPICAL TRUSS
OR RAFTER WITH
CEILING JOIST
(7
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6 z *La' 0,6
41 rp
2,4 STUDS
16" NEDEf)
g o/c
FAR WALL(