HomeMy WebLinkAboutPermit D19-0082 - HABITAT FOR HUMANITY - ADD STRUCTURAL SUPPORT FOR 1 RTUHABITAT FOR HUMANITY
1185 ANDOVER PARK W
EXPIRED
09/16/2019
D19-0082
��
��
City of Tukwila
Department ofCommunity Development
63003outhcenterBoulevard, Suite #1OV
Tukwila ,VVashington981O8
Phone:2O6'431'3670
Inspection Request Line: ZO6'43g'g35V
Web site: http://www.TukwilaWA.Rov
Parcel No: 3523049093
Project Name: HABITAT FOR HUMANITY
DEVELOPMENT PERMIT
Permit Number: D19'0083
Issue Date: 3/20/2019
Permit Expires On: 9/16/2019
Owner:
Address:
Contact Person:
ICON OWNER POOL 1 WEST LLC
ZNRIVERSIDE 5TE2350'CM|CAGO.
WA, 60606
]|N1STU[K8UPGER
Address: 430l[MENNAULTBEACH ROAD S[
5TE ZOD, PNUK|LTE0, WA, 98275
Contractor:
Name: DAVIS S[MUEiLER|m[
License No:
Lender:
Name:
ZO0'K4UK|LTE0'WA, 98275
DAV|SS|I05PN
'''
Phone: (206)775-9400
Expiration Date: 7/1/2020
DESCRIPTION OF WORK:
INSTALL STRUCTURAL SUPPORT FOR (1) RTU
Project Valuation: $12,627.00
Type ofFire Protection: Sprinklers:
Fire Alarm:
Type nfConstruction: Vn
Electrical Service Provided by: TUKVV|LA
Fees Collected: $623.37
Occupancy per IBC: U
Water District: TUKVV|LA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
international Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
vVACities Electrical Code:
VVA[296~4b8:
Code:
ublic Works Activities:
[hanne|izadon/SthpinQ:
[urb[ut/Access/Sidewa|k:
Fire Loop Hydrant:
Flood Control Zone:
Hau|ing/OversizeLoad:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: O Fill: 0
Number O
No
Permit Center Authorized Signature:
�4 -1 -J)/-u5
| hearbycertify that | have read and examined this permit and know the same to be true and correct, All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting nfthis permit does not presume togive authority toviolate orcancel the provisions ofany other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree tothecopditonsattached tothis permit.
Signature:
Print Name:
-rr
�
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
Date:
PERMIT CONDITIONS:
1: 'BUILDING PERMIT OONDOlONS~~~
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork
and shall be opera to inspection by the Building Inspector until final inspection approval is granted.
4: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
S: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations, Final inspection approval will be determined by the building inspector based
onsatisfactory completion ofthis requirement.
5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City ofTukwila Building Department (2U6'43l'367U).
7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
8: VALIDITY OFPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances ufthe City ofTukwila shall not bevalid. The issuance ofapermit based unconstruction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
9: All mechanical work shall beinspected and approved under aseparate permit issued bythe City ofTukwila
Permit Center (2D6/431-3G70).
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (ZV6)43V-905V
I700 8U|L0NGF|NAL**
0409 FRAMING
CITY OF TUKWILA
community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. 1) 1 ° 0 0 2.
Project No.
Date Application Accepted: —8 -11
Date Application Expires:
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address: 1185 Andover Park West
Tenant Name: Habitat for Humanity
PROPERTY OWNER
Name: ICON Owner Pool 1 West LLC
Address: 1185 Andover Park W
City: Tukwila State: WA
Zip: 98188
CONTACT PERSON — person receiving all project
communication
Name: Jim Stockburger
Address: 4601 Chennault Beach Rd Ste 200
City: Mukilteo State: WA Zip: 98275
Phone: (425) 775-9400 Fax: (425) 787-5201
Email: jstockburger@davisschueller.com
GENERAL CONTRACTOR INFORMATION
Company Name: Davis Schueller, Inc
Address: 4601 Chennault Beach Rd Ste 200
City: Mukilteo State: WA Zip: 98275
Phone: (425) 775-9400 Fax: (425) 787-5201
Contr Reg No.: DAVISS 105PN Exp Date: 07/01/2020
Tukwila Business License No.: BUS-0993315
King Co Assessor's Tax No.: 352304-9093
Suite Number: Floor:
New Tenant: LI Yes 1 ..No
ARCHITECT OF RECORD
Company Name:
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
HAApplicationsTorms-Applications On Line \2011 ApplicationsTerrnit Application Revised - 8-9- 11.docv
Revised: August 2011
bh
Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 12,627
Describe the scope of work (please provide detailed information):
Install structural support for (1) RTU
Will there be new rack storage? D Yes
Existing Building Valuation: $
0.. No If yes, a separate permit and plan submittal will be required.
L
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1 Floor
2nd Floor
3rd Floor
Floors thru
Basement
.
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? El Yes El No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
LI Sprinklers El Automatic Fire Alarm El None EI Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 1:1 Yes E] No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets,
SEPTIC SYSTEM
EJ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I1.docx
Revised: August 2011
bh
Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
Ca11 before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ..,Tukwila ❑...Water District #125
0 ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
❑ .. Highline
❑...Valley View 0 .. Renton
❑...Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Septic System:
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that apply):
0 ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ ...Total Cut
❑ ...Total Fill
cubic yards
cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. Geotechnical Report
❑ .. Maintenance Agreement(s)
0 ... Traffic Impact Analysis
❑ ... Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
❑ .. Grease Intereeptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Permanent Water Meter Size.., s,WO #
❑ ...Temporary Water Meter Size.. WO 14
0 ..,Water Only Meter Size..,,........ WO # ❑...Deduct Water Meter Size
❑ ,..Sewer Main Extension Public 0 Private 0
0 ...Water Main Extension Public 0 Private 0
tt
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
0 ...Water ❑ ...Sewer 0 ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
State Zip
H;Wpplications\Forms-Applications On Line\2011 ApplicationsWermit Application Revised - 8-9-I l.docx
Revised: August 2011
bh
Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNEROR H TED- NT:
Signature: Date: yil,
Jim Stockburger
Print Na
Mailing Address: 4601 Chennault Beach Rd Ste 200
Day Telephone: (425) 775-9400
Mukilteo WA 98275
City State Zip
HAApplicationstForms-Applications On Line \2011 Applicationaerrnit Application Revised 8-9- 11.docx
Revised: August 2011
bh
Page 4 of 4
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK
PAID
$623.37
D19-0082 Address: 1185 ANDOVER PARK W Apn: 3523049093
$623.37
DEVELOPMENT
$605.77
PERMIT FEE
R000.322.100.00.00
0,00
$351.98
PLAN CHECK FEE
R000.345.830.00.00
0.00
$228.79
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$25.00
TECHNOLOGY FEE
$17.60
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$17.60
TOTAL FEES PAID BY RECEIPT: R17113
, $623.37
Date Paid: Friday, March 08, 2019
Paid By: DAVIS SCHUELLER, INC
Pay Method: CHECK 5770
Printed: Friday, March 08, 2019 11:02 AM 1 of 1
I
I
—
—_
? ,
0'
U
.
tB,
6
I I 1
I
26 A11 0
ON
0 51
428
24
[20242434
1 " 216214
0.0. .
Kg 1-6
010120 F
KIAIS 1
I
424924L41BY 426
UN& 440 H SIMPSOI
! !
THRR B02120 10 4216
1041214
16 1. ! 10 NCH
0 10 2X72I2 4216 P
NS SHEER V. OK
24 0 1-0 0.616.02
0
at 0
F
PER 101
BO
PARTIAL ROOF/FRAMING PLAN. HVAC
Of 67401'
REVISIONS
No changes shall De made to the scooe
Of WA WIMOUI prior approval of the
Tukwila Building Division.
NOTE: Revisions will require a nevi pan
submittal and may Include additional pan re**
ft)
sos LASH'S
, )716504,
461141,
FIL •PY
No.
2,
Plan review approval is suged to and
otmssqns. Approval of tonsvuotion doo.rnerls Oxs
for authorize the mialion of any cc* or
orditance, Remoi oppir Coovanand
0 5 6
By.
City of Tukwila
BUILDING DIVISION
t,tt/t.in,
0Hr.1t /06,4
6'66606
DETAIL 1 DETAIL 2
HOW
SP "
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 15 R1R
4QrCity of Tukwila
BUILDING DIVISION
SITE PLAN
119404112641
ll2344
1PREt
NISCPoP161N:
P2424 00 Of III StC 15-77-011SIO
01I/4 01 SE Ill Cf SlIt 5-23-01- BIG
COR I/10F 1/4 OF SEt, 38-23-01 IH
NB/-41-03W42N142424E261II2111144
10031144 PHA k I S 01-51-24
S2I1140 551,S4 ri N 87—S5-2311170 7 III II
01-31-39 [582,19 P11001-51-3 E 11101 rf
S 8/-5540 [170 FITO 40N ANDOCH
4ISI24S0l-4/-161E22NIA11510III0
1209132202412443242224
VICINITY MAP40441
A'
.14II/00 IRE
MIN
4026NAG FIM 0
114-
EIVED
TUKWILA
MAR P
PERMI CENTER
T
w
0
6
06
tor
Je
C
E
;
0
399
<
06
DAT.E: 12127118
DRAWN: MS
APPV0:
JOB NUMBER:
11330
M1
PEET 1 OF 1
PCS
Structural Solutions
Seattle ' 011 1'ft .err' re 810 Se Itt'a, WA 98104 206 292 5076
Tacoma '250 Averww 701 Tuee..x WA 98402 253.383.2797
Portland 101 SW Mai, Street, Site 2.50 Pcrttand, OR 97204 503.232,3746
www,pcs-s Vuctural.com
CA L..CUTIONS
FOR
HABITAT FOR HUMANITY STORE RTU
1155 ANDOVER PARK list
TUKINILA. IN%SH INGTON
PREPARED BY
PC5 STRUCTURAL 5OLUT/ON5
FEBRUARY 21, 2011
1 q-16q
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 15 2019
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
MAR 0 0 2019
PERMIT CENTER
D\°t 0o5i
2
EXISTI. 0 TON RTU EXISThIG
EmAIN I CURB ON
NST&1 P4EW RTU ON CUR
4)18 WAS Au*
voles SIMPSON
& ATTACHED 0 EX5TNG & 4
U48
,
4t
X
x2
VL
ExISTMC 24 WAS REPL4C 48 A
EXISTING PI/PUN & 4x8 PSON
21 6116.-0" THR BOLTED TO 6. BOLTS 24O.C.
OF (2) 2‘I
2x4 0 O.C. IYP.
PARTIAL ROOF FRAMING PLAN - HVAC ,A74
SOME' 1/11-
Project: .. r� a — .r },. ,j. iri jt :a Job No. (-Q
Subject: Sheet Name. 1-1-'4'42)
Structural Solutions Originating Office: [] Seattle
Tacoma 1 I Portland Date.
Z7-([ g
(E) 2-x9 Sue PtL& AIS
SOS 3L.-�
I;"0. C. •
Seattle
Tacoma
Portland
1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076
1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797
101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746
www.pcs-structural.com
t1,
Project:
c. 1
Job No: t9-Li? 4
Subject: = Sheet Name. 115
Originating Office: J Seattle ' Tacoma Portland Date: 2/4 /I
(0....2k11 5p,4-A-4—xt\I S
5.E.Grz,NJ
No ScA LE—
JI•
Seattle
Tacoma
Portland
1011 Western Avenue, Suite 810 • Seattle, WA 98104 • 'JO: 206.292.5076
1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797
101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746
www.pcs-structural.com
Project: l'IAJO1• " r 11UNAitnl Job No. [9-169 5
Subject: Sheet Name. UM"(
StructuralSolutions Originating Office: fl Seattle Tacoma Portland Date: /hi 9
• it
3/ 2 II,
±L0o ASIE4 Ott&
3?-42_1t, 704
3-62
ovs- 15r
* t C ob- X"- 0 1.4_ (vF I)
(E
*
74(4I3/I,WL-ca1.
Cc.4_ Akar
37-4 z_ a. ,(
z_
L.,
(CC 4_)
4 C-4 ( c
Z,
Seattle
Tacoma
Portland
1011 Western Avenue, Suite 810 • Seattle. WA 98104 • tel: 208.292.5076
1250 Pacific Avenue, Suite 701 .Tacoma,WA 98402 • tel: 253.363.2797
101 SW Main Street, Suite 280 • Portland. Olt 97204 • tel: 503.232.3746
www.pcs-structural.com
Project: i4Abi irj 11
Job No. 157-11,9
Subject Sheet Name. Vl4A6
Structural Solutions Originating Office: EIJ Seattle
T: 242.05
..et
(/'
(E)Likni,
2-45-1. I
11/1 )( lb
Tacoma fl Portland Date. //I
( I- Y. I. 7
% 97,4f1-0
)••
I 3k(b
KI
5911 73
0 7-5 •i
c
R, I
VY 7-7,6 h,-/-,
> itifri cd(
-7 1•46k i0' (4--1Tn
2
f. x
(59 K (,6 26
1,24(
0-13(4,4
6
Seattle
Tacoma
Portland
1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076
1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel. 253.383.2797
101 SW Main Street, Suite 280 • Portland, OR 97204 • tet: 503.232.3746
www.pcs-structural.cona
Title Block Line 6
Wood Beam
Description ; (E) 4x8 at Edge of Unit
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : IBC 2015
Material Properties
Analysis Method ; Allowable Stress Design
Load Combination IBC 2015
7
Printed: 11 JAN 2019, 9:02AM
File = G:12019 Jobs\19169 Habitat for Humanity Store RTU\CalcstHabitat for Humanity Calcs.ec6
oftware ri t ENERCALC, INC. 1983-2018, Built:10.18.1
Licensee c PCS STRUCTURAL SOLUTIONS'
Fb + 1000 psi
Fb 1000 psi
Fc - Pdl 1500 psi
Wood Species : Douglas Fir - Larch Fc - Perp
Wood Grade : No.1 Fv
Ft
Beam Brading : Beam is Fully Braced against lateral -torsional buckling '
0(0 235) S(0.2)
E : Modulus of Elasticity
Ebend- xx 1700ksi
Eminbend - xx 620ksi
625 psi
180 psi
675 psi Density
31.21 pcf
Applied Loads
Uniform Load : D = 0.2350, S = 0.20 ,
DESIGN SUMMARY
Maximum Bending Stress Ratio
Section used for this span
fb : Actual
FB : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
Tributary Width =1.0 ft
0.911: 1
4x8
1,361.97 psi
1,495.00 psi
+D+S+H
4.000ft
Span # 1
0.098 in
0.000 in
0.213 in
0.000 in
4x8
Span = 8.0 ft
Service loads entered. Load Factors will be applied for calculations.
Maximum Shear Stress Ratio
Section used for this span
fv : Actual
Fv : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Ratio =
Ratio =
Ratio =
Ratio =
978 >=360
0 <360
449 >=240
0 <240
Des'. n OK
0.424 : 1
4x8
87.84 psi
207.00 psi
+D+S+H
7.416ft
Span # 1
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios Moment Values _ - Shear Values
Segment Length Span # M V Cd C FN C i Cr Cm C t C L M fb -- F'b V fv F'v
- +D+H - 0.00 0.00 0.00 0.00
Length = 8.0 ft 1 0.629 0.293 0.90 1.300 1.00 1.00 1.00 1.00 1.00 1.88 735.78 1170.00 0.80 47.45 162.00
+D+L+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 8.0 ft 1 0.566 0.264 1.00 1.300 1.00 1.00 1.00 1.00 1.00 1.88 735.78 1300.00 0.80 47.45 180.00
+D+Lr+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 8.0 ft 1 0.453 0.211 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1.88 735.78 1625.00 0.80 47.45 225.00
+D+S+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 8.0 ft 1 0.911 0.424 1.15 1.300 1.00 1.00 1.00 1.00 1.00 3.48 1,361.97 1495.00 1.49 87.84 207.00
+D+0.750Lr+0.750L+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 8.0 ft 1 0.453 0.211 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1.88 735.78 1625.00 0.80 47.45 225.00
+D+0.750L+0.750S+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 8.0 ft 1 0.806 0.376 1.15 1.300 1.00 1.00 1.00 1.00 1.00 3.08 1,205.42 1495.00 1.32 77.74 207.00
,
Title Block Line 6
Wood Beam
Project Title:
Engineer:
Project ID:
Project Descr:
Printed: 11 JAN 2019, 9:02AM
File = GA2019 Jobs \ 19169 Habitat or Humanity Store RT1J1Calcs‘Halatat Or Humanity Cats.eck
Software n N ENERCALC, INC, 1983-2018, Build:10,18.10.31
tic OP7KW-06002327 - Licensee PCS STRUCTURAL SOLUTIONS
Description : (E) 4x8 at Edge o
8
Load Combination Max Stress Ratios
Moment Values
- - -
Segment Length Span # M V Cd C_ FN Ci Cr Cm C I C L M fb F'b V iv F'y
+D+0.60W+1-1 1.300 -1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
_ _
Length = 8.0 ft 1 0.354 0.165 1.60 1.300 1.00 1.00 1,00 1.00 1.00 1.88 735.78 2080.00 0.80 47.45 288.00
+D+0.70E+H 1,300 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00
Length = 8.0 ft 1 0.354 0.165 1.60 1,300 1.00 1.00 1.00 1,00 1.00 1.88 735.78 2080.00 0,80 47,45 288.00
+D+0.750Lr+0.750L+0.450W+H 1.300 1.00 1,00 1.00 1.00 1.00 0,00 0.00 0.00 0.00
Length = 8.0 ft 1 0.354 0.165 1.60 1.300 1,00 1.00 1.00 1.00 1.00 1.88 735.78 2080.00 0.80 47.45 288.00
+D+0.750L+0.750S+0.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 8.0 ft 1 0.580 0.270 1.60 1.300 1.00 1.00 1.00 1.00 1.00 3.08 1,295.42 2080.00 1.32 77.74 288.00
+D+0.750L+0.750S+0.5250E+H 1.300 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 8,0 ft 1 0.580 0.270 1.60 1.300 1,00 1.00 1.00 1.00 1.00 3.08 1,205.42 2080.00 1.32 77.74 288.00
+0.60D+0.60W+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 8.0 ft 1 0.212 0.099 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.13 44147 2080.00 0.48 28.47 288.00
+0.60D+0.70E+0.60H 1.300 1.00 1,00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 8.0 ft 1 0.212 0.099 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.13 441.47 2080.00 0.48 28.47 288.00
Overall Maximum Deflections
Load Combination Span Max. ••• Deft Location in Span Load Combination
+D+S+H 1 0,2134 4,029
Vertical Reactions Support notation : Far left is #1
Load Combinalion Support 1 Support 2
Shear Values
Overall MAXImum 1.740 1.740
Overall MINimum 0.800 0,900
+D+H 0.940 0.940
+D+L+H 0.940 0,940
+D+Lr+H 0.940 0.940
+D+S+H 1.740 1.740
+D+0.750Lr+0.750L+H 0.940 0.940
+D+0.750L+0.750S+H 1.540 1.540
+D+0.60W+H 0.940 0.940
+D+0.70E+H 0.940 0.940
+0+0.750Lr+0.750L+0,450W+H 0.940 0.940
+D+0.7501+0.750S+0,450W+H 1.540 1.540
+0+0.750L+0.750S+0.5250E+H 1,540 1.540
+0.60D+0.60W+0,60H 0.564 0.564
+0.60D+0.70E+0.60H 0.564 0.564
D Only 0.940 0.940
Lr Only
L Only
S Only 0.800 0.800
W Only
E Only
H Only
Max. '+" Defl Location in Span
0.0000 0.000
Values in KIPS
Project Title:
Engineer:
Project ID:
Project Descr:
Title Block Line 6
Wood Beam
Description : 1.10.18 (E) 4x16 Purfns - Select Structural
CODE REFERENCES _
Calculations per NOS 2015, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set ; IBC 2015
Material Properties
Analysis Method : Allowable Stress Design
Load Combination IBC 2015
Wood Species
Wood Grade
Beam Bracing
File = G:12019 Jobsl19109 Habits! tor Hum
Fb +
Fb -
Fc-Pril
Douglas Fir - Larch Fe - Perp
Fv
Ft
Beam is Fully Braced against lateral -torsional buckling
Select structural
DS0 188)1E(0 303)
3 D(0 14 S(0.2)
Printed: 11 JAN 2019, 9:14AM
Sloe RTU\Celcsl$abital to Humanity Catcs.ec6
Software Jy 1 ENERCALC, INC.1983.2018, Build:10.18.10.3
Licensee PCS'STRUCTURAL SOLUTIONS
1,600.0 psi
1,600,0 psi
1,100.0 psi
625,0 psi
170.0 psi
950.0 psi Density
Modulus of Elasticity
Ebend- xx 1,600.0 ksi
Eminbend - xx 580.0ksi
31.210 pcf
Applied Loads
Uniform Load : D = 0.0150, S = 0.0250 ksf,
Uniform Load : D = 0.1880, E = 0.3030 k/ft,
DESIGN SUMMARY
Maximum Bending Stress Ratio =
Section used for this span
fb : Actual
FB : Allowable _
Load Combination
Location of maximum on span =
Span # where maximum occurs =
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
4x16
Span = 24 0 ft
Tributary Width = 8.0 ft
Extent = 0,0 --» 10.0 ft, Tri
1.343 1
4x16
2,474.96 psi
1, 840.00 psi
+D+S+H
10.774ft
Span # 1
Service Toads entered. Load Factors will be applied for calculations.
butary Width = 1.0 ft
Maximum Shear Stress Ratio
Section used for this span
fv : Actual
Fv : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
0.907 in Ratio =
0.000 in Ratio =
1.808 in Ratio =
0.000 in Ratio =
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios_
Segment Length Span # M v Cd C FN C i C r
Length = 24.0 ft 1 0.855 0.469
+D+L+H
Length = 24.0 ft 1 0.770 0.422
+D+Lr+H
Length = 24.0 ft 1 0.616 0,337
+ D+S+H
Length = 24.0 ft 1 1.345 0.676
+ 0+0.750Lr+0.750L+H
Length = 24,0 ft 1 0.616 0.337
+D+0.750L+0.750S+H
0.90 1.000
1.000
1.00 1.000
1.000
1.25 1.000
1.000
1.15 1.000
1.000
1.25 1.000
1.000
1.00
1.00
1,00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
317 <360
0 <360
159 <240
0 <240
C 1 CL
Moment Values
M tb F'b
0.00
1.00 1.00 1.00 13.92 1,231.34 1440.00
1.00 1.00 1.00 0.00
1.00 1.00 1.00 13.92 1,231.34 1600.00
1.00 1.00 1.00 0.00
1.00 1.00 1.00 13.92 1,231.34 2000.00
1.00 1.00 1.00 0.00
1.00 1.00 1.00 27.98 2,474.96 1840.00
1.00 1.00 1.00 0.00
1.00 1.00 1.00 13.92 1,231.34 2000.00
1.00 1.00 1.00 0.00
pesign
0.676 : 1
4x16
132.24 psi
195.50 psi
+D+S+H
0.000 ft
Span # 1
She Val
V fv F'v
0.00 0.00 0.00
2.55 71.68 153,00
0.00 0.00 0.00
2.55 71.68 170.00
0.00 0.00 0.00
2.55 71.68 212.50
0.00 0.00 0.00
4.71 132.24 195.50
0.00 0.00 0.00
2.55 71.68 212.50
0.00 0.00 0.00
Length = 24.0 ft
+D+0.60W+H
Length = 24.0 ft
+D+0,70E+H
Length = 24.0 ft
+0+0.750Lr+0.750L+0.450W+H
Length = 24.0 ft 1
+0+0.750L+0.750S+0.450W+H
Length = 24.0 ft 1
+D+0.750L+0.750S+0,5250E+H
Length = 24.0 ft 1
+0.60D+0.60W+0.60H
Length = 24.0 ft 1
+0.60D+0.70E+0.60H
Length = 24.0 ft
Title Block Line 6
I Wood Beam
!tic. # `.?KW=06002327
Description : 1-10-18 (E) 4x16 Purlins . Select Structural
Project Title:
Engineer:
Project ID:
Project Descr:
10
Printed: 11 JAN 2019, 9:14AM
File = G:12019 Jobs119169 Habitat tor Humanity Store RTU\Calcs\Habitat tor Humanity Calcs.ec6
Software • rht ENERCALC, INC.1983.2018, Build:10.18.10.31
Licensee : PCS STRUCTURAL SOLUTIONS
Load Combination Max Stress Ratios _ _ Moment Values_ Shear Values
Segment Length Span # M v C d C FN CI Cr Cm C t C L M fb F'b V fv F'v
1 1.174 0.599 1.15 1.000 1.00 1.00 1.00 1.00 1.00 24.42' 2,160.43 1840.00 4.17 117.10 195.50
1.000 1.00 1.00 1,00 1.00 1.00 0,00 0.00 0,00 0.00
1 0.481 0.264 1.60 1.000 1.00 1.00 1,00 1.00 1.00 13.92 1,231.34 2560.00 2.55 71.68 272,00
1.000 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00
1 0.705 0.410 1.60 1.000 1.00 1.00 1.00 1.00 1,00 20.41 1,805,22 2560.00 3.97 111.56 272.00
1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
0.481 0264 1.60 1.000 1.00 1.00 1.00 1.00 1.00 13.92 1,231.34 2560.00 2.55 71.68 272.00
1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
0.844 0,431 1.60 1.000 1.00 1.00 1.00 1,60 1.00 24.42 2,160.43 2560.00 4.17 117.10 272.00
1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
1.004 0.540 1.60 1.000 1.00 1.00 1.00 1.00 1.00 29.05 2,569.64 2560.00 523 147.01 272.00
1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
0,289 0.158 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.35 738.80 2560.00 1.53 43.01 272.00
1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
1 0.514 0.305 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.87 1,315.68 2560.00 2.95 82.89 272.00
Overall Maximum Deflections
Load Combination Span Max, " " Deft Location in Span Load Combination
1 1.8081 11.650
Support notation : Far left is #1
+0+0.750L+0.750S+0.5250 E+H
Vertical Reactions
Load Combination
Overall MAXimt rn
Overall MINimum
+D+H
+D+L+H
+D+Lr+H
+D+S+H
+D+0.750Lr+0.750L+H
+0+0.750L+0.750S+H
+0+0.60W+H
+D+0.70E+H
+0+0.750Lr+0.750L+0.450W+H
+D+0.750L+0.750S+0.450W+H
+D+0.7501+0.7505+0.5250E+H
+0.60D+0.60W+0.60H
+0.600+0.70E+0.60H
DOny
Lr Only
L Only
S Only
W Only
E Only
H Only
Support 1 Support 2
5.988 4.232
2.399 0.631
2.928
2.928
2.928
5.328
2.928
4.728
2.928
4.807
2.928
4,728
5.988
1.757
3.436
2.928
1.832
1.832
1.832
4.232
1.832
3.632
1.832
2.274
1,832
3.632
3.963
1.099
1.541
1.832
2.400 2.400
2.399 0.631
Max. "+" Deft Location in Span
0,000
0.0000
Values in KIPS _
t
Load Combination
Segment Length
+D+H
Length = 24.0 ft
+D+L+H
Length = 24.011
+D+Lr+H
Length = 24.0 It
+D+S+H
Length = 24.0 ft
+D+0.750Lr+0.750L+H
Length = 24.0 ft
+0+0.750L+0.750S+14
Title Block Line 6
Wood Beam
:" KW-06002327
Description : 1-10-18 {E} 4x16 Puriins-1-314x16 SC
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : IBC 2015
Material Properties
Analysis Method : Allowable Stress Design
Load Combination IBC 2015
Wood Species
Wood Grade
Beam Bracing
File = G:12019 Jobs119169 Habitat for Human'
Fb +
Fb-
Fc Pdl
Fc • Perp
: Parallam PSL 1.8E Fv
Ft
: Beam is Fully Braced against lateral -torsional buckling
Trus Joist
lx0 188) E(0 3031
DO 1 SI0 2)
s
Licensee PCS STRUCTURAL
Store
EN
11
Printed: 11 JAN 2019, 9:15AM
TIPCalcs&Habitet for Humanity Calas.ec6
ALC, INC. 1983-2018, Build:10.18.10.3
2,400.0 psi
2,400.0 psi
2,500.0 psi
545.0 psi
190.0 psi
1,755.0psi Density
E : Modulus of Elastici
Ebend- xx
Eminbend - xx
I,800.0ksi
914.88ksi
45,070 pcf
Applied Loads
1 75x16
Span=240ft
Service loads entered. Load Factors will be applied for calculations.
Uniform Load : D = 0.0150, S = 0.0250 ksf, Tributary Width = 8.0 ft
Uniform Load : D = 0.1880, E = 0.3030 k/ft, Extent = 0.0 -» 10.0 ft, Tributary Width = 1.0 ft
_ DESIGN SUMMARY
Maximum Bending Stress Ratio _
Section used for this span
fb : Actual =
FB : Allowable
1.694 1
1.75x16
4,496.74 psi
2,654.10 psi
Load Combination +D+S+H
Location of maximum on span 10.774ft
Span # where maximum occurs = Span # 1
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
Maximum Shear Stress Ratio
Section used for this span
fv : Actual
Fv : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
1.397 in Ratio =
0.000 in Ratio =
2.783 in Ratio =
0.000 in Ratio =
Maximum Forces & Stresses for Load Combinations
Max Stress Ratios
Span it M V Cd
1 1.077
1 0.969
1 0.775
1 1.694
1 0.775
CFN Ci
0.791 0.90 0.962
0.962
0.712 1.00 0.962
0.962
0.569 1.25 0.962
0.962
1.143 1.15 0.962
0.962
0.569 1.25 0.962
0.962
Cr
1.00
1,00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1,00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
206 <360
0 <360
103 <240
0 <240
Ct
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Moment Values
M fb
13.92 2,237.21
13.92 2,237.21
13.92 2,237.21
27.98 4,496.74
13.92 2,237.21
Design N.G.
1.143 : 1
1.75x16
249.69 psi
218.50 psi
+D+S+H
0.000 ft
Span # 1
Shear Values
Fb V fv F'v
0.00
2077,12
0.00
2307.91
0.00
2884.89
0.00
2654.10
0.00
2884.89
0.00
0.00
2.52
0.00
2.52
0.00
2.52
0.00
4.66
0.00
2.52
0.00
0.00
135.20
0.00
135.20
0.00
135.20
0.00
249,69
0.00
135.20
0.00
0.00
171.00
0.00
190.00
0.00
237.50
0.00
218.50
0.00
237.50
0.00
Title Block Line 6
•
Wood Beam
Project Title:
Engineer:
Project ID:
Project Descr:
12
Printed: 1 1 JAN 2019, 9:15AM
File = G:12019 Jobs\ 19169 Habitat for Humanity Store RTU Calos1Habitat for Humanity Calcs.ec6
Software 1 ENERCALC, INC. 1983-2018, Build:10.18.10.31
Licensee PCS STRUCTURAL SOLUTIONS
#: KW-06002327
Description :
1-10-18 (E) 4x16 Pains - 1-3/4x16 SCL
Load Combination Max Stress Ratios Moment Values Shear Values
Segment Length Span # M V C d C FN Ci Cr Cm C t C L M Ib F'b V tv F'y
Length = 24.0 ft 1 1.479 1.012 1.15 0.962 1.00 1.00 1.00 1.00 1.00 24.42 3,925.27 2654.10 4.13 221.07 218.50
+D+0.60W+H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 24.0 ft 1 0.606 0.445 1.60 0.962 1.00 1.00 1.00 1.00 1.00 13.92 2,237.21 3692.66 2.52 135.20 304.00
+D+0.70E+H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length =24.0 ft 1 0.888 0.692 1.60 0.962 1.00 1.00 1.00 1.00 1.00 20.41 3,279.89 3692.66 3.92 210.22 304.00
+0+0.750Lr+0.750L+0.450W+H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 24.0 ft 1 0.606 0.445 1.60 0.962 1.00 1.00 1.00 1.00 1.00 13.92 2,237.21 3692.66 2.52 135.20 304.00
+D+0.750L+0.750S+0.450W+H 0,962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 24.0 ft 1 1.063 0.727 1.60 0.962 1.00 1.00 1.00 1.00 1.00 24.42 3,925.27 3692.66 4.13 221.07 304.00
+D+0.750L+0.750S+0.5250E+H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 24.0 ft 1 1.264 0.912 1.60 0.962 1.00 1.00 1.00 1.00 1.00 29.05 4,668.76 3692.66 5.18 277.34 304.00
+0.60D+0.60W+0.60H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 24.0 ft 1 0.364 0.267 1.60 0.962 1.00 1.00 1.00 1.00 1.00 8.35 1,342.33 3692.66 1.51 81.12 304.00
+0.60D+0.70E+0.60H 0.962 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length = 24.0 ft 1 0.647 0.514 1.60 0.962 1.00 1.00 1.00 1.00 1.00 14.87 2,390.45 3692.66 2.91 156.14 304.00
Overall Maximum Deflections
- --
Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+'-'-oefT Location inSpan -
+D+0.750L+0.750S+0.5250E+H 1 2.7832 11.650 0.0000 07000
Vertical Reactions Supportnotation : Far left is 111 Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum 5.988 4.232
Overall MINimum 2.399 0.631
+D+H 2.928 1.832
+D+L+H 2.928 1.832
+D+Lr+H 2.928 1.832
+D+S+H 5.328 4.232
+0+0.750Lr+0.750L+H 2.928 1.832
+0+0.750L+0.750S+H 4.728 3.632
+D+0.60W+H 2.928 1.832
+D+0.70E+H 4.607 2.274
+D+0.750Lr+0.750L+0.450W+H 2.928 1.832
+D+0.750L+0.750S+0.450W+H 4.728 3.632
+D+0.750L+0.750S+0.5250E+H 5.988 3.963
+0.60D+0.60W+0.60H 1.757 1.099
+0.60D+0.70E+0.60H 3.436 1.541
D Only 2.928 1.832
Lr Only
L Only
S Only 2.400 2,400
W Only
E Only 2.399 0.631
H Only
13
• _J
_
PCS Structural Solutions
lob Number = 19
Date = 27-DeC-1
Name . 1MB
Unit 2.Unit 1
PIVOCC:H4b6at for Humanity RTU
Unit Information Curb IriforMatiOn
Weight, W2 2 2618 lb
Height to Unit 2 25.0 ft
Unit Width(b) .i6.7 ft -
Unit Height (h) .4,8 ft
Unit Length (6) 2 9.5 ft
Center of Gravity (Vertical) 2-3.2 ft .2/3(Unit Height Assumed)
'Total Weight, W,„, 3162
3.1 ft 1/2(Unit height + Curb Height)
5„8 ft Center of Gravity + Curb Height
Design Width, w 6.7 ft
Design Length, 9.5 ft
0Ulltling Information ,
Are building dimensions known?'7 : 6,r_
Building Width la) 2 .1.30.0 ft 1
Building length (L)=.745.0 ft
Pesign Criteria 2 ASCE 7-10, IBC 2015
Gravity
Roof Dead _
Roof Snow =
Pxoe n, 1273 Ib
Pn 1591 lb
Is there a curb? S'ES
Weight, W,,, 2,544 'b
Curb Width at Base (b)
Curb Height (h) ft
Curb Length at Base (1) . 9.5 ft
Lateral
The new unit does not have a significant impact to the building's capacity to resist wind or seismic forces
$elsinfc - ASCE 7-10 Chapter 13
Sm .0.958
ao 22.5
I„ 1
13,22,6
Height of Attachment or Bat of Curb (x) •125,0 ft
Total Building Height (H) .25.0 ft
0.4.5ps.(1,1R,ra,*Wp.[1+2.i/H1 = 1515 Ib
1,6*St„.1W„ = 4847 ib
0.3•S1,2•W„ 909 lb
Controlling F,,,2
Vertical F.2
Wind - ASCE 7-10 Chapter 22
Wind Lateral:
1515 Ib
606 lb
Wind Speed 110 rn
Risk Category
Wind Exposure B
K„, Topographical Effect 1.0
K, (Table 29..3-1)
0.66
F, F2
422 49.7 so ft 70.Ssqft
A,. 63.7 sq ft
q,,...00256*K„*K„'K,,Y = 17.4 psf Eqn. 29.3-1
Building 13•H . 18625 sq ft
Building B•L = 96850 sq ft
Tbl. 13.5-1
§ 13.1.3
Tbl„ 13.5-1
Eqn, 13.3-1
Eqn. 13.3-2
Eqn. 13.3-3
UpllftJ
Downdrag
(G.C,), (G.C.42
1.90 1.90 for horizontal farce - See § 29.5,1 - Worst case used for 11'h or L'h
1.50 for vertical force See § 29.5.1 - Maximum dimensions used for A,
F, F2
F, q,,*(G•C,1•4, 2 1641 lb 2327 lb Eqn. 29.5-2
F, q,,*(G*C,).4, - 1659 lb Eqn.. 29.5-3
h unit
h curb
F2
14
• _J
J
•
PCS Structural Solutions
lob Number . 19169
Date 27-Dec-18
Name . JMB
Moments (Unfactored)
Combinations (MD):
Design (ASD):
Unit =1UnIt 1
MOTStionic
WI Wind
01. Unit
MII 04 Cud, ^
F,
8840 Ib-ft 1184016-ft
6090 Ib-ft 8635 Ib-ft
7558 Ib-ft 5331 Ib-ft
12436 Ib-ft 8770 Ib-ft
2564 lb-ft 1822 Ib-ft
Overturning
Combination OT,
0.60L-0 61N1 •5358 lb•ft •1175 lb-ft
0 60L-0 7EQ -2824 Ib-ft 167 lb-ft
DIA-51 -22578 Ib-ft -15923 lb -it
DL+0.6W1 -18673 Ib-ft -1577316-ft
019-0.45W1.+0.7551 -2342916-ft -18476 Ib-ft
DL+0.7EQ -21208 lb-ft -16781 lb-ft
0L+0.525EQ+0,7551 -2532916-ft -19232 lb-ft
Newt': Habitat for Humanity RTU
Vertical Force Tension
Uplift Downdrag Ti Ta
995 lb 0 lb 0 lb 322 lb
4241b 4241b 0 lb 237 lb
016 0 lb 0 lb 0 lb
995 lb alb 0 lb alb
747 lb 0 lb 0 lb 0 lb
424 lb 424 lb 0 lb 0 lb
3181b 3181b 0 lb 0 lb
Tension
Compression
Shear
T,
T,
0 lb
322 lb _
2825 lb
3029 lb
_ 1060 lb
1396 lb
Compression Shear
C, Cr V, Vz
564 lb 175 lb -985 lb -1396 lb
509 lb 187 lb -1060 lb -106016
237716 2377 lb 0 lb 0 lb
1966 lb 2354 lb 985 lb 139516
2466 lb 2758 lb 739 lb 1047 lb
2444 lb 2717 lb 1060 lb 1060 lb
2825 lb 3029 lb 795 lb 795 lb
10--
#4 2, 5-crt.t..,s e (22- • cc.„..1
itt
I
12/27/2018 ATC Hazards by Location
A This 's a beta release of the new ATC Hazards by Location website. Please contact us with feedback.
OTC Hazards by Location
Search Information
Address: 1185 Andover Park W, Tukwila, WA 98188
Coordinates: 47.4446285, -122.2553069
Timestamp: 2018-12-27T17:49:21.196Z
Hazard Type: Seismic
Reference Document: ASCE7-10
Risk Category: 11
Site Class:
Report Title: Habitat for Humanity
Map Results
Go glc
Okanogan-WePetchee .cile an
OlvmpC National Forest
Pao(
Oiymptc
National Fro -esr,
Eltna
=Aberdeen
MCER Horizontal Response Spectrum
Sa(g)
1.40
1.20
1.00
0.80
0.60
0.40
0.20
0.00
0 0
RI lirond
Seattle
Kent
Wenatchee
r
L
Ephra
'acoma
Oui,r cy
Puyallup',
CP Gorge
okyorpm
Ellenpurg
Text Results
Map Report a mep ermr
Design Horizontal Response Spectrum
Sa(g)
0.80
0.60
0.40
0.20
0.00
15
1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) 0 0 1.0 2.0 3.0 4.0
Basic Parameters
Name Value Description
Ss 1.437 MCER ground motion (period=0.2s)
Si 0.535 MCER ground motion (perlod=1.0s)
SMS 1.437 Site -modified spectral acceleration value
Smi 0.803 Site -modified spectral acceleration value
S cis 0.958 Numeric seismic design value at 0.2s SA
S01 0.535 Numeric seismic design value at 1.0s SA
Additional Information
Name
Value Description
https://hazards.atcouncil.org/#/seismic7lat=47.44462858,Ing=-122.25530698,address=1185%20Andover%20Park7020W%2C%20Tukwila%2C%20WA.. 1/2
12/27/2018 ATC Hazards by Location
SDC D Seismic design category
Fa 1 Site amplification factor at 0.2s
Fv 1.5 Site amplification factor at 1.0s
PGA 0.59 MCE0 peak ground acceleration
FPGA 1 Site amplification factor at PGA
PGAm 0.59 Site modified peak ground acceleration
TL 6 Long -period transition period (s)
SsRT 1.437 Probabilistic risk -targeted ground motion (0.2s)
SsUH 1.516 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 yeara)
Ss0 3.148 Factored deterrnlnistic acceleration value (0.2s)
S1RT 0.535 Probabilistic rfsk-targeted ground motion (1.0e)
S1UH 0.575 Factored uniforrn-hazard spectral acceleration (2% probability of exceedance in 50 years)
S 1D 1.007 Factored deterministic acceleration value (1.0s)
PGAd 1.131 Factored deterministic acceleration value (PGA)
Tie results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.
Users should confirm any output obtained from this fool with the local Authority Having Jurisdiction before proceeding with design.
Disclaimer
Hazard loads are provided by the United States Geological Survey 5ei§mic Design Web Services.
While the Information presented on this website is believed to be correct. ATC and its sponsors and contributors assume no responsibility or liability for its
accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its
accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of thls infomiation replace the sound
judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising
from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for budding code approval and
interpretation for the building site described by latitude/longitude location in the report.
16
https://hazards.atcouncil.org/#/seismic?lat=47.44462858ting=-122.25530698,address=1185°/020Andover7020Paric%20W%2C%20Tulumila%2C%20WA...
RTU-1
17
Certified Drawing for 24t Unit
Project: Habitatior Humanity PMG
Prepared By:
0810112016
07:24PM
E(OROM11E5
IEIPIIAI i74E1
(0P210N41
P01ER EANAOSi
10TI01I I
BACK
5.311 31 ill
11311 US11
BACK
NAFE.S 14((V3D TC 90 E(OUOZ9R
no 0151 E30Ws1 OPTEFFSI
641011,
LEFT
9E0 N111 TIE 334M1F
Rf1iFF OP110FI roam
WA Il DE F019 EY45/01
G41gN 11515L120
IUD
ELE(111C4
DIS(044U1
0011011
iS 311
111511
1.311
12311
I II (YNADS1002110N5
13111(4
t1,3h YI
R1
i11
4110
,8
14531
41.114 L'
112211
1.114
11581
12 710
13201
I010.11101 (
S3 314
113131
112
12111 11611
S01R--
I12111
21.111 C 11NIENCE 0PiE0NAWTlET 2' O14 iS11 YOIES
EN 6A
10701 EN PIPING
I
2S 112
uN11E0 4.4, Ka 411
loom' ts Nog, II
(1RIEE m11
RIIIQd1IERO u4°(IR�p114 m 11111IOIEP °t4 )( )I1 q
EI ta t1M41r10
Ij411
IIK11((IU(I
04f°1YO3Q,� mi( PYiuiil(°i015
LT Ot (OR11I1
Y@71CI1
PPl1 AIR
3.1/4 5.110
II) l 1111
I iN ' 01A
TC(3 13t3
140CE001 F0111T
1090101E RAS NAM
01SC044L1T
IOPTIO4A1I
FEEL LIFTING
00091E
13141 12911
RE1RNAL
( 0AIR
------- SD112
112831
31 314
113101
MTAll2 NIA AIR
FRONT
ill 112
113151
CO4NECT104 SIZES
A
1310' DIA 1351 FIELD FONER HMI 14001WT
1
3' DIA 1111 FIELD PO4E1 sum! 1113f1OD1
C
3 519' DIA 1921 FIELD I000 0440 1100000
0
711' 014 1221 FIELD (0411131 In POLE
C
3/4'•11 APi 1043203Al1 OAA1N
1
311'.14 RR! DNS CONNECTION INOT SNOW
0
110' DIA 1221 FIELD 134150E 1111116 I1e0001
401ESI
I, IhM/ 1 402�l4 MILU)0iE0S11
IMEMSIONS
2, CENTER OF CIA1111
3, + Di9ECTI0M OF AIR 1lON
DEDICATED VERTICAL AIRFLOW UNIT
24,28 SIZE
1311
2d10
till
1P
TAIL
010111
11111 CO411NSE1
C011
RIGHT
Ka
10/09/13
y11°3(1(1
10126/10
iOTC 21-26 SiNGLE ZONE ELECTRICAL
COOLING WIN GAS HEAT
SONE501156
1n
Packaged Rooftop Builder 1.49i
Page 4 of 12
18
Certified Drawing for 20t Unit
Project: Habitat for Humanity PMG
Prepared By:
081011201E
07:24PN
mgC0q
D1100C1
hI(
120112
1L 6NI ,
C0110
HIGh 41
4011I1
4411111
701141
8I70I2 IC!
WA(I1
I(40 201
C,6,
(I!
IG,
LIS.
16
(6S.
16.
1111 4.
(11.
4.
I
1
t
4441
Yf1K
14
IDI
Al
111
S00
21s
41
101
HI
201
4 III 111111
H PI I2101
16 111 4111
4141
4YN1
1110
111
101
III
PS
111
IH
102
121
211
4 Ill (1121
11 Iq (11111
11 4411
IIICH
177
2102
HI
111
113
AO
111
SH
2H
42
41
41 112 (1204
21 41 1414
II 11111111
11101
1111
2012
140
858
234
St6
241
III
111
1 111
24
10111 112101
TI 11141
11 112 11111
41ps
Riff
2211
HH
NO
24
SS
211
HI
211
SI1
tit
111q Hill
IT PI 11.141
11 c10s1
iris
All _
till
IAA
511
211
S61
14
111
NO
111
111
n Hit 0411
tO 111 111111
11 4111
114 • 30 33 TI1I S11( 11 1(AP111 S1N!
1(9I • y011101 11l Y1110m
t STANDARD UNIT Ij[1GHT IS KITH L011 GAS HEAT AND MITHOUT PACKAGING,
10R OTHER OPTIONS AND ACCESSORIES, PETER TO INC PRODUCT OATH CATAL06,
Existing Unit:
Base Weight: 2150 lbs.
Economizer: 152 Ibs.
Roof Curb: 192 Ibs.
Total: 2494 Ibs.
New Unit:
Base Weight: 2247 Ibs,
Economizer: 246 Ibs.
Power Exhaust: 125 Ibs.
Curb Adapter: 352 Ibs,
Roof Curb: 192 Ibs.
Total: 3162 Ibs.
CORNEA A
011E1 2,4, IN IIN
71011101014 mot 11
MIN Igo
CORNER B
CORNER D
L_.__1 Lj
TOP
z
L
0
.14
,a
c
FRONT
CORNER C
!! IIX 111I1N111! 0i11E1
p4P Iu11g12l�
if NIA 1tll, N o
N1I
10/09113
10/26/10
481C 21.28 SINGLE IORE ELECTRICAL
COOLING WITH GAS HEAT
50HE501158
Packaged Rooftop Builder 1.49i Page 5 of 12
•
19
Notes:
11.5" ADDED TO OLD CURB O,D
2, MATERIAL: 16 ga. GALVANIZED STEEL
3. GASKET PROVIDED WITH CURB
4, INSULATION: 1" 1 1/2 LB DENSITY
13511116'
MIKIONWOUNIWARNANINTWINI
Attn: Tag:
Approval:
18
115 1/16'
CURB SHOWN IS COI STANDARD CONFTGURADONCIN RESERVES THE RIGHT TO CHANGE
LAYOUT WITHOUT NOTIFICATION, IF CURB IS NEEDED INA DIFFERENT CONFIGURATION COI
MUST BE NOTIFIED PRIOR TO PLACING AN ORDER.
EXISTING CURB LAYOUT
REVISIONS
DESCRIPTION I DATE
APPROVED
INflAL DRAWING
10/19/10
5RP
16'
........
BO 9116
CONICIW/5311
351.92
'VERIFY SUPPLY MD RETURN OPENINGS
NOTE ANY CHANGES
CALL WITH ANY QUESTIONS
FAX BACK IF DRAWING IS OK AS IS
, 10
3810 AN
115OTYLERSTPM
ELK RIVER, MN 6503I
rflK
ig:7151
mu- 1-6540-4158
QUOTE #:
ruat
nand*
1-6540.4158
A
spa 1:
City of Tukwila
Department of Community Development
8/5/2019
JIM STOCKB URGER
4301 CHENNAULT BEACH ROAD ST, STE 200
MUKILTEO, WA 98275
RE: Permit No. D19-0082
HABITAT FOR HUMANITY
1185 ANDOVER PARK W
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 9/16/2019.
Based on the above, you are hereby advised to:
I) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 9/16/2019, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Kandace Nichols2
Permit Technician
File No: D19-0082
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORD COPP
PLAIN REVIEW/ROUTING SLIP
PERMIT NUMBER: D19-0082
PROJECT NAME: HABITAT FOR HUMANITY
SITE ADDRESS: 1185 ANDOVER PARK W
X Original Plan Submittal
Response to Correction Letter #
DATE: 3/8/19
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
kV\ A)/A- 0=A1
Building Division 111 Fire Prevention
Public Works
Structural
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
Planning Division
Permit Coordinator T
DATE: 3/12/19
Structural Review Required
REVIEWER'S N TIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
DUE DATE: 4/09/19
Approved with Conditions
Denied
(ie: Zoning Issues
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg
Fire
Ping LJ PW D Staff Initials:
12/18/2013
Home Espanol Contact
Safety & Health Claims & Insurance
Washington State Department of
Labor & Industries
Index Help
Workplace Rights Trades & Licensing
DAVIS SCHUELLER INC
Owner or tradesperson
Principals
SCHUELLER, KENNETH E, PRESIDENT
STOCKBURGER, JAMES A, VICE
PRESIDENT
SCHUELLER, DANETTE, SECRETARY
SCHUELLER, KENNETH E, TREASURER
DAVIS, BILL E, PRESIDENT
(End: 06/26/2014)
SCHUELLER, KENNETH E, VICE
PRESIDENT
(End: 06/26/2014)
DAVIS, BARBARA D, TREASURER
(End: 06/26/2014)
Doing business as
DAVIS SCHUELLER INC
WA UBI No.
601 273 797
4601 Chennault Beach Rd
Suite 200
MUKILTEO, WA 98275
425-775-9400
SNOHOMISH County
Business type
Corporation
Governing persons
BARBARA
DAVIS
BILL E DAVIS;
KEN SCHUELLER,
DANNETTE SCHULLER;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
DAVISSI105PN
Effective — expiration
10/15/1990— 07/01/2020
Bond
CBIC
Bond account no.
SF2518
$12,000,00
Received by L&I Effective date
10/31/2003 10/15/2003
Expiration date
Until Canceled
Help us improve