20050002
~ ~~_Jf@li\!-'!}i\!;?-J=-
C\,{'l Of 'lELtJI _ 6UILOltlG OEP AR1tJ1Etl1
RESIOEtl11AL CER11flCA 1E Of ocCUP AtlC'l
~51~
Building A.ddress
~
owner Name
Owner Address
Plan Number
Building permit Number
~
RemarKs
---
p.,\\ Code ReQuired
~
Areas Inspected
special conditions
None
o ate
Building 01hcial
. . I leln.l,ona\ Residential Code (cnaplel
1nis s\lUctule is in compliance ~\I~~~: I~n st.le Building Code Council pursuanl
5~-5~ \NAC) as adopted b'/ t2h1e da 10 i2 RON ellectNe JulV \.2004
to Chapters ~9. an '
Garv carlson
~...--::.i ra ffm ~
___@1@j@\@J@
FROM YELM SEWER DEPT
~
~~\
TO:
FAX#:
FAX NO 360-458-8166
Apr 25 2005 04 56PM Pi
FAX TRA,NSMISSION
CITY OF YELM
P.O. BOX 479 - 931 NP ROAD NE
YELM, W A 98597
360-458-8411
FAX 360-458-8166
DATE: (..) - ~~$"- ~~
PAGES: J , including this
Cover sheet
From:~JJOl..f LSG~)
SubjectHD UO;C= F I (V A L.-
COMMENTS:
La T 13" 1575'') I o'.rr;Jj A Vji:
65 -57 3D .00
s. (. ,
** IfyOtt do not rece1ve all copIes or any copy 1S not legIble, Pleale call (360) 458-8411
assooo as possible. I
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City of Yelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 458-3144
Permit No
BLD-05-0002-YL
Issue Date 01/11/2005
(Work must be started within 180 days)
Receipt No
34495
Apr:>licant:
Name SCA Design Build
Phone:
360-493-6002
Address 4200 6th Ave. SE
City' Lacey
State: WA Zip 98503
Property Information
Site Address. 15755 104th Ave. SE
Assessor Parcel No 85840007300
Subdivision. Yelm Terra
Lot: 73
Contractor Information
Name SCA Design Build
Contact: Lee, Dan
Phone' 360-493-6002
Contractor License No SCADEI1401 KM
City' Lacey
Expires 05/07/05127
State. WA Zip
Address 4200 6th Ave. SE
Business License. Pending
Project Information
Project: Yelm Terra
Description of Work: Loutzenheiser-1458 SFR
Sq. Ft. per floor' (1 st) 1458
(2nd) 0
(3rd) 0
Garage 436
Basement 0
Heat Type (Electric, Gas, Other) GAS
Fees
Item Item Fee Base Amt Unit Fee Unit Rate No Units Unit Desc
. -----------------. -- ------ -------------
Building Permit 100-500k 1,02433 993 75 3058 5 6000 5.4600 $1,000
Building Plan Review 66581 000 000 o 0000 o 0000
Mechanical Permit 7175 000 000 o 0000 o 0000
Plumbing Permit 9000 2000 7000 7 0000 10 0000 Fixture
SewerERU 5,41700 000 5,41700 5,417 0000 1 0000 ERU
Sewer Inspection 14500 000 14500 145 0000 1 0000 ERU
Water ERU 1 500 00 000 1,500 00 1 500 0000 1 0000 ERU
Water Meter (SFD) 300 00 300 00 000 o 0000 0.0000
Water Deposit 4000 4000 000 o 0000 0.0000
Traffic Facilities Charge 757 50 000 757 50 750 0000 1 0100 Peak PM Trip
Sewer Deposit 5000 5000 000 o 0000 o 0000
State Building Fee 450 450 000 o 0000 o 0000
TOTAL FEES $10,065.89
Applicant's Affadavit:
OFFICIAL USE ONLY
I certify that I have read and examined the information contained within the application and know the same
to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of
Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants,
easements and restrictions of record. If applying as a contractor, I futher certify that I am currently
registered in the State of Washington
# Sets of Prints:
Final Inspection:
O'le(Jj}/
By'
Sig"t",e~':~~
~~S'-- DeSiS" "Bui IJ
Date 1/15Lo~
Applicant:
Name SeA Design Build
Address 4200 6th Ave. SE
Project lriformation
Project: Yelm Terra
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Permit Fees Schedule
City ofYelm
Community Development Department
Building Division
Phone. (360) 458-8407
Fax: (360) 458-3144
Description of Work: Loutzenheiser-1458 SFR
Site Address 15755104th Ave. SE
Fees
Item Acct Code
Building Permit 100-500k 032001-322-10-00
Building Plan Review 100001-345-83-00
Mechanical Permit 032001-322-10-00
Plumbing Permit 032001-322-10-00
Sewer ERU 802 412-343-50-01
Sewer Inspection 805 412-343-80-00
Water ERU 712401-343-80-01
Water Meter (SFD) 712401-343-80-01
Water Deposit 740402-389-00-00
Traffic Facilities Charge 420120-344-85-00
Sewer Deposit 742402-389-01-00
State Building Fee 160001-386-00-00
TOTAL FEES
Permit No BLD-05-0002-YL
Phone
360-493-6002
City' Lacey
State WA Zip 98503
Assessor Parcel No 85840007300
Item Fee Base Amt Unit Fee Unit Rate No Units Unit Desc
-------------
1,024 33 99375 3058 5 6000 5 4600 $1,000
66581 000 000 o 0000 o 0000
71 75 000 000 o 0000 o 0000
9000 2000 7000 7 0000 10 0000 Fixture
5,41700 000 5,41700 5,417 0000 1 0000 ERU
14500 000 145 00 145 0000 1 0000 ERU
1,50000 000 1,50000 1,500 0000 1 0000 ERU
300 00 300 00 000 o 0000 o 0000
4000 4000 000 o 0000 o 0000
757 50 000 757 50 750 0000 1 0100 Peak PM Trip
5000 5000 000 o 0000 o 0000
450 450 000 o 0000 o 0000
$10,065.89
Yelm School District
ATTN SUSAN CROY
PO BOX 476
YELM, I'JA 98597
360-458-1900
Sold to
YELM TERRA
16767
YELM TERRA
YELM TERRA
4200 6TH AVE SE STE 301
LACEY, ViA 98503
# 5669 16 01(13(05
Reg #1 SalesPerson SUSAN
Item # 2900/MITIGATION
MITIGATION OR TVF
1 @ 1,711 00 1,711 00
CK #1228 FOR LOT 73
SubTotal
1,711 00
Total Due
Check
1 ,711 00
1.711,00
Thank you,
PLEASE KEEP THIS RECEIPTI I I
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Received
DEe 2 0 2004
(I'
CITY OF YELM
RESIDENTIAL BUILDING PERMIT APPLICATION FORM
Project Address r5755 WI+jh.../w'e.. se. Parcel #.
Subdivision 'Ie-1M.. -re.v-r.:t- lot #. 73 Zoning, ..:5'i'1j Ic.>~ ~a--"\'\,;I~
X New Construction [J Re-Modell Re-Roof 1 Addition [J Home Occupation Sign
~ Plumbing ~ Mechanical [J Mobile / Manufactured Home Placement [! Other
Project Description/Scope of Work: ~!nV\. ~+ i"rJ.bt- "'-<" I.A3 t -gq Lf- sf i'''","_5 j de.t1.,c~e..
Project Value ~ "0 I ()oo..oo /'IOSl)~O
Building Area (sq ft) 1st F;oor 'f*5~ /2nd ~Ioor Garage 43(,
Basement Carport Patio
# Bedrooms~ # Bathrooms 2.. Heating@OTHER or ELECTRIC (Circle One)
Are there any environmentally sensitive areas located on the parcel? If yes, a
completed environmental checklist must accompany permit application
Deck
:GENE~J..,C6NIR.~gJQB Sf'!, />;$ i ~ ' ~"-i~,,
ADDRESS +WO ~.~ AW ~. ~E f:#: ~ Q I EMAll
CITY LtJ..e.ej,J STATE WA ZIP If 3.5'0:3 FAX
CONTRACTO~S LICENSE #S"~DiWtDI't-j<lJ;. EXP DATE
PlUMBING'COl'-ttRt.CTOJL$~I.l\tMt ~Il H'.k~bifAd TELEPHONE' ;>.{? ' - ~
ADDRESS 5"'627 :.z.t.,~Ln,^,,- 'NiW :J EMAll .
CITY(jl~WI.~Ia.... STATE \AlA. ZIP t::fg."f.)~ FAX (360) '$106- 2!f-:3lf-
CONTRACTdR'S LICENSE # SiiAPJ.PCr.:7'!&E.EXP DATE CITY'L1CENSE #
BUilDING OWNER NAME. 0 u.:.tz.e.
ADDRESS 'i0:33Q-' ~';.!:9. ~+. ~F. EMAll
CITY 'Ie-1M.. STATE WA ZIP ~g5q7 TELEPHONE
~RCHITECT/ENGfNEER i t2. H,,, ~ f.Ul\t
A50RESS";:+2.:oo t,;':iia. Ave... :SE: ! .it :3 61
CITY i-o.L.e.l STATE Wit ZIP &f8SfJ3
,,~ 2..
. TELEPHONE 2.5"3 "2'1 '!1' - 3-:::'5"0
ADDRESS-I':-.,.. --~-~ . f3, ., 'e,. A EMAll
CITY 1>IlCltd\lA...~ STATE 1\ ZIP <{JI,3If'S FAX (.z.S3) '87S-02.SlS
CONTRA OR'S ICENSE # SOu..HDttA06"1Bh'\ EXP DATE_CITY L1CENSE#
Copy of mitigation agreement with Yelm Community Schools, if applicable
I hereby c ify that the above information is correct and that the construction on, and the occupancy and the use of the
above scr bed property will be in accordance with the laws, rules and regulations of the State of Washington and the
City 0 YelmJ
,... . /d./Vid'/
"_, DatlY
t 1 Contractor's Agent (P ease circle one)
App cant's Signature
Owner 1 Contractor I Owner's Ag
All permits are non-transferable an work authorized by such permit is not begun
within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days
105 Yelm Avenue West
POBox 479
Yelm, WA 98597
(360) 458-3835
(360) 458-3144 FAX
www.ci.yelm.wa.us
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~~~
~; YELM I
POBox 479 "') 4 2 8 8 I
E~.~.,o. Y~I~_~~_~~gj7 RECEIPT No .) I
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REF NO I
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****THIRTY FIVE DOLLARS & 00 CENTS
RECEIVED FROM
DATE
REC. NO
AMOUNT
SCA DESIGN/BUILD
4220 6TH AVE SEt SUITE 301
LACEY WA 98503
12/20/04
34288
35.00 CASH
360 493 6002
MISCELLANEOUS RECEIPT
JANINE
APPLICATION
SCA DESIGN
"~
Page 1
---v-
Residential Heat loss and Heat Gain Calculation 12/16/2004
-~_. ---. -~.---,_. -~.~. "-- .~,.. --- ---- .--. --- -- ---.. - ~--
In accordance with ACCA Manual J
Report Prepared By'
Sound Heating & Air Conditioning
For' sca yelm tarra
lot 74
yelm wa
Design Conditions. Tacoma-McChord
Indoor-
Summer temperature 68
Winter temperature 75
Relative humidity" 55
Received
DEe 2 0 2004
Outdoor'
Summer temperature. 82
Winter temperature. 24
Summer grains of moisture 66
Daily temperature range Medium
Main Floor 17,161
AfI Rooms 1,458 sqJt 17,161
Infiltration 1,540
- Tightness: Best; Winter ACH 0, Summer ACH. 0
Duct 817
- Supply above 120; Exposed to outdoor ambient; R-8
People 3 900
Miscellaneous 1 200
Fireplace 0
- Best - combustion air from outdoors, glass doors, damper
Floor 1 458 sq.ft. 459
- Over garage or open crawl space, Carpeted' R-30 (8 - 9 inch)
NWall 1615 sq.ft. 156
- Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.
Window 57 sq. ft. 1,015
- Double pane, Vinyl frame, Low emittance
- No inside shadmg, Coating' None (clear glass), No outside shading
Door 20 sq.ft. 165 0
- Metal; Polystyrene, No storm
E Wall 359 sq.ft. 348 0 348
- Wood frame, with sheathing, siding or brick; R-19 51/2 in , R-1 8 1/2 in. Bead board
Window 64 sq.ft. 4019 0 4,019
- Double pane, Vinyl frame, Low emittance
- No inside shading Coating: None (clear glass); No outside shading.
Door 18 sq.ft. 149 0
Building Component
Sensible
Gain
(BTUH)
Whole House
1 ,458 sq ft.
17 , 161
Latent
Gain
(BTUH)
1,438
1,438
1,438
748
o
690
o
o
o
Total
Heat Gain
(BTUH)
18,599
( 1.5 tons)
._--_._.~ --~.
18,599
18,599
2,288
817
1,590
1,200
o
459
o 156
R-1 8 ~/2 in. Bead board
o 1,015
165
149
FilE COpy
Eod
2199SESES21
~I-J I HnHal-JnOS
Total
Heat Loss
(BTUH)
19,084
19.084
19 084
5,610
909
o
o
1,227
2.603
453
945
479
1,007
1 061
431
dSS 10 VO 91 oaa
Page 2
sea yelm tarra
12/16/2004
Building Component
Sensible
Gain
(BTUH)
Latent
Gain
(BTUH)
Total
Heat Gain
(BTUH)
Total
Heat Loss
(BTUH)
- Metal; Polystyrene; No storm
S Wall 258 sq.ft. 250 0 250 724
- Wood frame, with sheathing, siding or brick, R-19 5 1/2 in , R-1 8 1/2 in. Bead board
Window 53 sq. ft. 1,632 0 1,632 878
- Double pane, Vinyl frame Low emittance
- No inside shading, Coating' None (clear glass), No outside shading.
Glassdoor 40 sq.ft. 1,232 0 1,232 698
- French doors, Double pane, Wood or vinyl frame, Low emittance
- No inside shading, Coating None (clear glass), No outside shading.
W Wall 468 sq ft. 453 0 453 1,313
- Wood frame, with sheathing, siding or brick; R-19 51/2 in, R-1 8 1/2 in Bead board
Window 45 sq.ft. 2,826 0 2,826 746
- Double pane, Vinyl frame, Low emittance
- No inside shading; Coating None (clear glass); No outside shading.
Whole House
1,458 sq.ft.
17,161
1,438
18,599
(1.5 tons)
19,084
HV AC-Calc Residential 4 0 by HV AC Computer Systems Ltd.
LQa{j calculations are fr.;ltirllat~ only actual loads may 'Ii'Jry dl1e to weather and construction dlffomnces
888736-1101
v'd
2199SESES21
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dSS:10 VO 91 OQQ
..
General Notes.
STRUCTURAL NOTES
These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and
the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing Any work
done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk.
The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with
any work or fabrication. The Contractor shall coordinate between the architectural drawings and the
structural drawings. The architectural dimensions are taken to be correct when in conflict with the
structural drawings. The Contractor is responsible for all bracing and shoring during construction.
All construction shall conform to the applicable portions of the latest edition of the International Building Code
except where noted
Desian Criteria.
Live Load
2 Dead Load
3 Partition
4 Wind
5 Earthquake
Site Class
Design Cat.
Use Group
R
Cd
00
6 Soil
Concrete & ReinforcinQ Steel.
= 40 PSF (Floors)
= 25 PSF (Snow)
= 15 PSF (Roof)
= 12 PSF (Floor)
= 150 PCF (Concrete)
= 10 PSF (Floors)
= 2003 IBC Exposure B @ 85 mph
= 2003 IBe
= D
= D
= I
= 65
= 4
= 3
= 1500 PSF, Assumed bearing capacity
1 All concrete work shall be per the 2003 IBC Chapter 19 Tolerances shall be per IBC Chapter
19, Section 07 Mixing, placement, and inspection shall be per Sections 03,04, OS, and 06
2 All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans
3 Concrete shall be in accordance with ASTM 150
fc = 2500 PSI @ 28 day
slump = 4" maximum, 6% Air entrained
Steel:
1 Anchor bolts shall be ASTM A307
Caroentrv:
1 2X structural framing shall be #2 Douglas Fir
..
2. 4x structural members shall be #2 Douglas Fir
3 6X members shall be #1 Douglas Fir
4 2X joists shall be kiln dried and stored in a dry area prior to installation
5 Floor trusses shall be by Boise Cascade or other approved manufacturer Roof trusses shall
be by a preapproved manufacturer and constructed according to the specifications of the
Truss Plate Institute
Truss manufactures are responsible for all bracing of the trusses including end wall bracing
and all other bracing between the building and the trusses unless specifically shown otherwise
on the drawings
6 Glue laminated beams shall be 24F-V8 for cantilevered or continuous beams and 24F-V4 for
simple spans.
(Fb = 2,400 PSI)
(Fv = 190 PSI)
(E = 1,800,000 PSI)
(FcL = 650 PSI)
7 Continuous and cantilevered glue laminated beams shall not be cambered All other glue
laminated beams shall be cantilevered for U480 See the framing plans for any exceptions
8 Floor sheathing shall be nailed 6" 0 c edges and 10" field with 1 Od's and roof sheathing shall
be nailed 6" 0 c edges and 12" 0 c field with 8d's unless otherwise noted on the drawings.
Hardware.
All connection hardware shall be Simpson "Strong Tie" Connection hardware exposed to the weather or soil
shall be treated as in steel above
CAUTION.
PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS BRACE PER RECOMMENDATIONS
CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS
~
TYP/("'AL .\'HEAR WALL NOTE.\'
Use 1/2" dIa. by 10" Anchor Bolts (AB's) wIth single plates and 1/2" dIa. by 12" AB's WIth double and
3x plates spaced as shown on the drawings AB's shall have 7" of embedment Into footing, shall be
centered In the stud wall, and shall project through the bottom plate of the wall and have a 2x2x3/16
plate washer
All wall sheathmg shall be 1/2" CDX plywood, 5/8" T1-11 SIding, or 7/16" OSB WIth extenor
exposure glue and span rated "SR 24/0" or better All free sheathmg edges shall be blocked with 2x4
or 2x6 flat blockmg except where noted on the drawings or below
All naIls shall be 8d or 10d common (8d common naIls must be 0 131 mch dIameter, Senco KC27
Nalls are eqUIvalent. If 10d common nails are called for the diameter must be 0 148 Inches, Senco
MD23 Nails are eqUIvalent) Nail sIze and spacing at all sheathing edges shall be as reql\1red below or
as m the draWings. Nail spacings shall be 12" 0 c for all field nalltng except as noted
Hold downs are SImpson "Strong Tie" and shall be 1I1stalled per the manufacture's recommendatIon.
EqUIvalent hold downs by Umted Steel Products Company "Kant-Sag" that have lCBO approval can
be substItuted m place of SImpson hold downs All floor systems must be blocked sohd below
member that the hold down IS attached to ThIS block should be equal to or larger than the member
the hold down IS attached to and be placed as a "squash block"
All double and tnple studs shall glued and nailed together WIth I Od's at 3" 0 c for each layer
All 4x studs are to be #2 DF and all 6x studs are to be #] DF when used for hold downs and shear
walls
ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG-FIR #2 OR BETTER.
NOlE
MST STRAPS attaches to (2) 2x or 4x studs In wall above and below unless noted
otherwIse Nail all holes WIth ] 6d smkers
SHEAR WALL SCHEDULE
6 sheathmg natled WIth 8d's at 6" on center all edges
L~ sheathmg nailed WIth 8d's at 4" on center all edges and 4x or 6x studs at panel edges
HOLD DOWN SCHEDULE
@ PHD2
attaches to concrete foundatIon WIth a 5/8" dJa bolt WIth 15" mlmmum
embedment Into concrete PHD2 attaches to double 2x studs or 4x or 6x stud
WIth (10) SImpson SDS 1/4 X 3 Wood Screws 111 wall above
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STRUCTURAL CALCULATION
For
SCA Design Build
For
Lutzehiser Residential
Lateral and Vertical Design
Project # 2004193
November 8, 2004
Precise Engineering Inc.
102 Otto Rd * Centralia, WA 98531
(360) 736-1137 * Fax (360) 807-8893
e-mail: precise@localaccess.com
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STRUCTURAL CALCULATIONS
For
SeA DesIgn BUIld
For
Loutzehlser ResIdentIal
Lateral and VertIcal DesIgn
Job# 2004193
November 8, 2004
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PRECISE ENGINEERING INC
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HAROLD HAHNENKRA 1'1', P.E
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SCOPE
ProvIde stnlctural calculatIOns for lateral and vertIcal desIgn of slllgle
family resIdence
Wall 2x6 Studs @ 16"oc Dead Load = 1 Opsf
Floor' I JOIStS at 16"oc Dead Load = 12psf
Part. Load = lOpsf
LIve Load = 40psf
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LOADS AND MATERIALS
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Roof:
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Wind
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Lumber
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Comp Roofing (2 layers)
Pre-engmeered Trusses @ 24" oc
Roof Sheathmg
InsulatIon
5/8" GWB
Misc
5 Opsf
2 9psf
1 5psf
I 2psf
2 8psf
UQ~f
149>>] 5psf
25psf
Dead Load =
Snow Load =
85 MPH Exp B
SIte Class
DeSIgn Category
Use Group
R
Cd
Do
=
D
D
I
6 5,2.2
4
3
1500psf Allowable Beanng (Assumed)
2x > 4x
6x>
GLB
=
#2DF
#lDF
24f-v4 for sImple span
24f-v8 for cont. and cantilever
2500pSl
Grade 60
fc
Rebar
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LATERAL DESIGN
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Wind Loading:
Simplified (IBC 1609 6)
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Ps = 1\ IwPs30
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1\=
1=
ps30 =
1
1
10 (Roof)
12.4 (Wall)
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s-
10 (Roof)
12.4 (Wall)
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Loutzehiser
Date and Time 11/8/2004 7 43 56 AM
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MCE Parameters - Conterminous 48 States
Zip Code - 98597 Central Latitude = 46861391
Central Longitude = -122 521453
MCE MAP VALUES
Short Period Map Value - Ss = 115 6% g
1 0 sec Period Map Value - S1 = 35 1 % g
RESIDENTIAL DESIGN INFORMATION
Short Period Map Value - Ss = 1156% g
Soil Factor for Site Class 0 - Fa = 1 04
Residential Site Value = 2/3 x Fax Ss = 80 0% g
Residential Seismic Design Category = 01
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Seismic Loading:
Simplified (IBC 1617.5)
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V = (1 2S05/1 4 R )Wt.
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R=
R=
08
6 5 (Wood Shear Wall)
25 (Cantilever Column)
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v=
v=
0.105 WI.
0274 WI.
(Wood Shear Wall)
(Cantilever Column)
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PRECISE ENGINEERING, INC.
Centra1ia, W A 98531
(360) 520-1262
FAX (360) 736-1789
Job' _____________._._.._
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PRECISE ENGINEERING, INC.
CentraJia, W A 98531
(360) 520-1262
FAX (360) 736-1789
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precise E.ngineering, Inc
~ 02 otto Road
centralia, WA. 953~
Label Level Loading Width Length snearV snearv Moment T::C Nailing Requirement
(plf) (ft) (ft) (lbs) (plf) (ft-IbS) (lbS)
~-2 roof ~ ~ ~ 6 200 2~ 3 ~ ~ ~6 0 52.3 5580 0 2M6 8d@6 cap::HO
2-3 roof ~~; 6 10 ~5 0 3906 26.0 6836 456 8d@6 cap::; 10
3-4 roof ~69 6 280 4~ 0 23144 519 ; 6620 8 4054 8d@6 cap::~10
A-B roof 996 50 ~4 0 2490 H8 3~1 3 22.2 M@6 cap:::~10
B-C roof ~42.6 520 ~3 3 3107 6 278 ~ 4M 98 8 36158 blOCK Mat 4 for ~ 2'
cap:: 360
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LOAD TO LINES
Roof Level
Line # ~ ~ t ~ i Total ~l '~i B Sub Total Total
~ ! 1 ,1 0 Q 'j \\ :1 ~ 0 0
1 1116 J t ! ~ 1 1116 J I l i ~ 0 1116
i I ~ ~,~ 0 i j1 :j ~ ~ 0 0
2 1116 ~ 391 I 1 ~ ~ 1507 )j ~ ~ ;! ~ 0 1507
~ J ~ 1 ~ 0 ~ ~ ~ j ~ 0 0
3 ~ 391 I 2375 1l ~ 2766 j ;1 ~ 1 ~ 0 2766
,~ ~ :1 'I 4 0 ~., j ~,',~ 0 0
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4 ~ ~ 2375 ~ ,1 , 2375 ~ i '~ il 1 0 2375
~ ~ ;lj ,I SUM 7764 :} :j j ~ J 0 7764
] .~ 1 l 1 0 i ~:j ~ 1 0 0
A 2491 ~ 1 ~l 2491 1 j 11 0 249
1'1 j J 0 "'J" ,J 0 0
~ ~ 1 , , .~ ~ 1 I !
B 249 :] 3708 ~ ~ : i 3957 11 1! j 0 3957
'1 ,1 j " 1 0 " j ; . l 0 0
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C :1 3708 1 j i 3708 1 i J 1 i 0 3708
.1 j '1 Sum 7914 1 I ii 0 7914
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Anchor Bolt Capacity
112" Dia. 2x Sill = 912 'X-
5/8" Dia. 2x Sill = 1328 /
112" Dia. 3x Sill = 1120
5/8" Cia. 3x Sill 1664
Plate Hei
1 st Floor Wall Hei ht =
2nd Floor Wall Hei ht =
3rd Floor Wall Height =
JOB'
Date
Sheet
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SHEAR WALLS
Wall Lev V Walls Avaiiiable Total v Wall I AB Uplift Wall Wt Net Total Holdown
1 2 3 4 5 Wall Type Spac. Sect Down Uplift Uplift
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BC CALC@ 9 DESIGN REPORT - US
Tuesday, November 09, 2004 08"19
II Single 9 1/2" BCI@ 400-1.9 OF
I Job Name:
U Address:
City, State, Zip: ,
II Customer"
Code reports: ICC ESR (Pending)
File Name: BC CALC Project J02
Description:
Specifier"
Designer'
Company"
Misc"
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BO, 1_3/4"
II LL 423 100
DL 73 100
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n General Data
I Version: US Imperial
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Member Type: Joist
n Number of Spans: 2
Left Cantilever' No
U Right Cantilever' No
II Slope:
OC Spacing: 16"
U Repetitive: Yes
Construction Type: Glued
14-06-00
......
14-06-00
B1,3-1/2"
LL 1208 Ibs
DL 242 Ibs
B2, 1-3/4"
LL 423 Ibs
DL 73100
Total of Horizontal Design Spans = 29-00-00
n Disclosure
J The completeness and accuracy of
the input must be verified by anyone
who would rely on the output as
II evidence of suitability for a
I particular application. The output
L.J above is based upon building
code-accepted design properties
n and analysis methods. Installation
of BOISE engineered wood
LJ products must be in accordance
with the current Installation Guide
and the applicable building codes.
n To obtain an Installation Guide or if
~ you have any questions, please call
(800)232-0788 before beginning
product installation.
II
I BC CALC@, BC FRAMER@, BCI@,
U BC RIM BOARDTM, BC OSB RIM
BOARDTM, BOISE GLULAMTM,
n VERSA-LAM@, VERSA-RIM@,
VERSA-RIM PLUS@,
LJ VERSA-STRAND TM,
VERSA-STUD@, ALLJOIST@ and
AJS ™ are trademarks of
n Boise Cascade Corporation.
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Page 1 of 1
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Load Summary
10 Description Load Type Ref Start End Type Value OCS Our
1 Standard Load Unf Area Left 00-00-00 29-00-00 Live 40 psf 16" 100%
Dead 10 psf 16" 90%
2 Partition Load Left 00-00-00 29-00-00 Live 33 plf 16" 100%
Controls Summary
Control Type Value % Allowable Duration Load Case Span Location
Pos. Moment 1534 ft-Ibs 62.1% 100% 15 2 - Internal
Neg. Moment -2103 ft-Ibs 85.1% 100% 1 1 - Right
End Reaction 490 Ibs 51.5% 100% 13 1 - Left
Int. Reaction 1427 Ibs 696% 100% 1 1 - Right
Cant. Shear 7131bs 51.9% 100% 1 1 - Right
Total Load Defl. U57? (0.302") 62.4% 15 2
Live Load Defl. U654 (0.266") 734% 13 1
Total Neg. Defl. -0.084" 16.8% 13 2
Max Defl. 0.302" 30.2% 15 2
Span I Depth 18.3 n/a 1
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum load deflection criteria.
Minimum bearing length for BO is 1-3/4"
Minimum bearing length for B1 is 3-112"
Minimum bearing length for B2 is 1-3/4"
EnteredlDisplayed Horizontal Span Length(s) = Clear Span'" 1/2 min end bearing'" 1/2 intermediate bearing
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TYPICAL SHEAR WALL NOTES
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Use 1/2" dla. by 10" Anchor Bolts (AB's) wIth smgle plates and 1/2" dia. by 12" AB's wIth double and
3x plates spaced as shown on the drawmgs AB's shall have 7" of embedment into footmg, shall be
centered m the stud wall, and shall project through the bottom plate of the wall and have a 2x2x3/16
plate washer
"
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All wall sheathmg shall be 1/2" CDX plywood, 5/8" Tl-ll sldmg, or 7/16" OSB WIth extenor
exposure glue and span rated "SR 24/0" or better All fi-ee sheathmg edges shall be blocked WIth 2x4
or 2x6 flat blockmg except where noted on the drawmgs or below
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All naIls shall be 8d or lOd common (8d common natls must be 0 131 mch dIameter, Senco KC27
Nalls are eqUIvalent. If 10d common naIls are called for the diameter must be 0 148 mches, Senco
M023 Nalls are eqUIvalent) Nail SIze and spacmg at all sheathmg edges shall be as reqUIred below or
as m the drawmgs. Natl spacmgs shall be 12" 0 c for all field nailmg except as noted
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Hold downs are SImpson "Strong Tie" and shall be mstalled per the manufacture's recommendatton.
EqUIvalent hold downs by Umted Steel Products Company "Kant-Sag" that have ICBO approval can
be substItuted m place of SImpson hold downs. All floor systems must be blocked sohd below
member that the hold down IS attached to This block should be equal to or larger than the member
the hold down IS attached to and be placed as a "squash block"
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All double and tnple studs shall glued and nailed together WIth 10d's at 3" 0 c for each layer
All 4x studs are to be #2 DF and all 6x studs are to be # 1 DF when used for hold downs and shear
walls
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ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG-FIR #2 OR BETTER.
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NOTE.
MST STRAPS attaches to (2) 2x or 4x studs m wall above and below unless noted
otherwIse NaIl all holes WIth I6d smkers
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SHEAR WALL SCHEDULE
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6" sheathmg nailed WIth 8d's at 6" on center all edges
L~ sheathmg nailed WIth 8d's at 4" on center all edges and 4x or 6x studs at panel edges
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HOLD DOWN SCHEDULE
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@ PHD2
attaches to concrete foundatIOn WIth a 5/8" dla bolt WIth 15" m\JlImum
embedment mto concrete PHD2 attaches to double 2x studs or 4x or 6x stud
WIth (10) Simpson SDS 1/4 X 3 Wood Screws m wall above
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STRUCTURAL NOTES
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General Notes.
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These structural notes supplement the drawings Any discrepancy found among the drawings, these notes, and
the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing Any work
done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk.
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The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with
any work or fabrication. The Contractor shall coordinate between the architectural drawings and the
structural drawings. The architectural dimensions are taken to be correct when in conflict with the
structural drawings. The Contractor is responsible for all bracing and shoring during construction
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All construction shall conform to the applicable portions of the latest edition of the International Building Code
except where noted
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Desicm Criteria.
1 Live Load = 40 PSF (Floors)
= 25 PSF (Snow)
2. Dead Load = 15 PSF (Roof)
= 12 PSF (Floor)
= 150 PCF (Concrete)
3 Partition = 10 PSF (Floors)
4 Wind = 2003 IBC Exposure B @ 85 mph
5 Earthquake = 2003 IBG
Site Class = D
Design Cat. = D
Use Group = I
R = 6.5
Cd = 4
00 = 3
6 Soil = 1500 PSF, Assumed bearing capacity
Concrete & Reinforcina Steel:
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All concrete work shall be per the 2003 IBC Chapter 19 Tolerances shall be per IBC Chapter
19, Section 07 Mixing, placement, and inspection shall be per Sections 03, 04, 05, and 06
All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans
Concrete shall be in accordance with ASTM 150
fc = 2500 PSI @ 28 day
slump = 4" maximum, 6% Air entrained
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Steel:
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1 Anchor bolts shall be ASTM A307
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Carpentry:
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2X structural framing shall be #2 Douglas Fir
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2.
4x structural members shall be #2 Douglas Fir
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3
6X members shall be #1 Douglas Fir
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4
2X joists shall be kiln dried and stored in a dry area prior to installation
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5
Floor trusses shall be by Boise Cascade or other approved manufacturer Roof trusses shall
be by a preapproved manufacturer and constructed according to the specifications of the
Truss Plate Institute
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Truss manufactures are responsible for all bracing of the trusses including end wall bracing
and all other bracing between the building and the trusses unless specifically shown otherwise
on the drawings
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Glue laminated beams shall be 24F-V8 for cantilevered or continuous beams and 24F-V4 for
simple spans.
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(Fb = 2,400 PSI)
(Fv = 190 PSI)
(E = 1,800,000 PSI)
(FcL = 650 PSI)
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7
Continuous and cantilevered glue laminated beams shall not be cambered All other glue
laminated beams shall be cantilevered for U480 See the framing plans for any exceptions.
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Floor sheathing shall be nailed 6" 0 c. edges and 10" field with 1 Od's and roof sheathing shall
be nailed 6" 0 c edges and 12" 0 c field with 8d's unless otherwise noted on the drawings
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Hardware.
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All connection hardware shall be Simpson "Strong Tie" Connection hardware exposed to the weather or soil
shall be treated as in steel above
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CAUTION:
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PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS BRACE PER RECOMMENDATIONS
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CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS
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