Specifications (26) OFFICE COPY
STRUCTURAL CALCULATIONS
FOR
VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
HARRIS RESIDENCE BASED
DOCUMENTS AND OTHER N
13 518 SW HILL SHIRE DR THEDNOT
CODE OFFICIAL FROM
TIGARD, OR 97223 REQUIRING THE CORRECTION
ADDITIONAL PERMITS REQUIRED OF ERRORS. ORSC 105.4
Fire Sprinkler - WALL REMOVAL --
Fire Alarm
Mechanical
Plumbing
Electrical ,� LABILITY
�a PROF
Truss Engineering
�C The City of Tigard and its
g� NG� y FRiO employees shall not be
Shop Drawings _r_ • 12,187 responsible for discrepancies
Other ` f which may appear herein.
,► r . e 'fl
'G e�
V �r 15 19 .,,eoyNNORM,'`
Approved plans
' EXPIRES:12/31/20 I shall be on job site.
CITY OF TI r 6
REVIEWED FOR e •E COMPLIANCE
Approved: [
OTC; [
Permit#: C(G1-4.015 00.. (, P
Address: 1206 Q? Ni.) WS�1`���r
Suite #: - /
By: Date: c / L"I
Contents
Summary SI
Contact Person: John E Nordling,PE Detail A D1
Calculations Cl -C4
NORDLING Proj. No.: 19-071
ii i J STRUCTURAL HARRIS RESIDENCE
REMODEL
ENGINEERS, LLC SHANA HARRIS
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2019 By:JEN Sheet No.: COVER
❑1 (3) 1344113 LVL HEADER NAIL LAMINATE WI TWO ROWS 10d 612' o/c EACH SIDE.
ALT: PROVIDE (1) 51/4x111/2 PSL HEADER
(E) BLOCKING, VERIFY
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74 IIIIII1IIIII
TA (3) 134x91'4 LVL HEADER NAIL LAMINATE WI TWO ROWS 10d el2' o/c EACH SIDE.
ALT: PROVIDE (U 514x914 PSL HEADER
Minn
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SIMPSON 'U210' NEW LVL HEADER
03 BEAR NEW HEADER ON 4x6 (MIN) POST (or MULTIPLE STUDS), MATCH HEADER
WIDTH. NAIL LAMINATE STUDS WI 10d .012' o/c EACH FACE. PROVIDE SIMPSON
'ACE4' EACH SIDE.
NORDLING Proj. No.: 19-071
.•" � STRUCTURAL HARRIS RESIDENCE
140 REMODEL
it. ENGINEERS, LLC SHANA HARRIS
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2019 By:JEN Sheet No.: Si
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6775 SW 111th,Suite 200•Beaverton OR,9'7008 Date:APR 2019 By:JEN Sheet No.:Dl
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-1 STRUCTURAL HARRIS REMODEL
ENGINEERS, LLC SHANA HARRIS
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2019 By:JEN Sheet No.:C2
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--- NORDLING Proj. No.: 19-071
RESIDENCE
HARRIS
STRUCTURAL RENIODEL
• ENGINEERS, LLC
SHANA HARRIS
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2019 By:JEN Sheet No.:C3
A NEW HEADER 5 POST / (E) FTG O NEW HEADER
F'SF PSF P A DL 2,443 Iba PSF PSF
LL 4,980 Iba
DL LL TW DL LL TW
10 25 10'-0' ROOF \ 15 40 22'/2 SECOND
S 0 29'/2 CEILING
15 40 29'/2 SECOND =
W W
111111 11111) (11111 111111
A A A A
12'-0' I 12'-0'
(3) LVL 1%x 11.25 LVL 19 E Dead Load 2.443 k (3) LVL 19/4 x 9.25 LVL 1.9 E
R1 R2 Live Load 4.980 k R1 R2
RDL 2443 2443 Total Load 7.42 k , RDL 1,075 1,075
•LL 4,980 4,980 LL 2,640 2,640
m 7,423 7,423 (3) 2x4 DF-LNo.2 •R, 3,715 3,715
brg L 1.89" 1.89" H K brg L 0.94" 0.94"
V MAX 7,423 lbs Self Wt b 4.50 8'-0" 1.0 V MAX 3,715 lbs Self Wt
M MAX 22,270 ft-lbs 17.23 Ofd 3.50 8'-0" 1.0 M MAX 11,145 ft-lbs 14.16 p1f
V (d) 6,263 lbs
I 471 < 585 psi V (d) 3,238 lbs
Fe(1 1,350 psi Cr 0.38
fv 159 < 285 psi E 1,600 ksi CD 1.00 fv 100 < 285 psi
fb 2,413 < 2,600 psi Cm 1.00 fb 1,786 < 2,600 psi
CF 1.15
Si S1
A nL 416 FTC:3'-6"x 1'4-6"x 24" ' ADL -0.13
A LL -0.33 Bars (2) #4 Cover 3" ALL -0.31
L/440 As 0.392 sq.in As Req 0.324 L/461
ok d 6.75" in ok
A T1. -0.49 A m -0.44
L/295 SBP 1,414 < 1,500 psf L/328
CR 1.00 a 1.00 fo 3,000 Fy 60,000 psi CR 100 CL 1.00
Co 1.00 Cf 1.00 Vu-1 29.1 < 93.1 psi
Vu-2 37.0 < 186.2 psi Cn 1.00 Cf 1.00
Mu 1,446 < 11,455 ft-lbs
NORDLING Proj. No.: 19 071
,� STRUCTURAL HARRIS RESIDENCE
REMODEL
1 ENGINEERS, LLC SHANA HARRIS
6775 SW 111th,Suite 200•Beaverton OR 97008 Date:APR 2019 By:JEN Sheet No.: C4