Permit Ai
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City of Tigard • COMMUNITY DEVELOPMENT'DEP RTMEN'I' JAN 12 2021
/0F Ti
Request for Permit Action BUIL ING GARD
q O DING pIVIS1pN
T i t',A it D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503-718-2439 • www.tigard-or.gov
TO: CITY OF TIGARD
Building Division
13125 SW Hall Blvd.,Tigard,OR 97223
Phone: 503-718-2439 Fax: 503-598-1960 TigardBuildingPermits@tigard-or.gov
FROM: n Owner Q Applicant ❑ Contractor ❑ City Staff
Check(/)one
REFUND OR Name:
INVOICE TO: (Business or Individual) Suite Additions, LLC.
Mailing Address: 7383 SW Spruce Street
City/State/Zip: Tigard, OR 97223
Phone No.: 503-621-2122
PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (✓):
0 CANCEL/VOID PERMIT APPLICATION.
r— PERMIT FEES (attach copy of original receipt and provide explanation below).
attach case fee schedule and provide explanation below).
Permit#: MST2020-00329
Site Address or Parcel #: 13350 SW Brittany Drive
Project Name: Covered Patio 390 SF
Subdivision Name: Brittany Square No.1 Lot#:
EXPLANATION: The homeowner no longer wants to build this porch cover, as they have elected to move.
/✓Q /t f t,J 4"-5 /°4-41-Ail /''f//&- M,e-E
//22t'72-- )2 z2 L S 7 T.-o e /Cc2 "X-,"f/ 7 ..1-A,
14-4
Signature: Date: 01/12/2021
Print Name: Kim Ford, Suite Additions- Project Manager
Refund Policy
1. The city's Community Development Director,Building Official or City Engineer may authorize the refund of:
• Any fee which was erroneously paid or collected.
• Not more than 80%of the application or plan review fee when an application is withdrawn or canceled before review effort
has been expended.
• Not more than 80%of the application or permit fee for issued permits prior to any inspection requests.
2. All refunds will be returned to the original payer in the form of a check via US postal service.
3. Please allow 3-4 weeks for processing refund requests.
Route to Sys Admin: Date By n`, Route to Records: Date {0 71 By.(96
Refund Processed: Date/1./ By.(Ke/ Invoice Processed: Date By
Permit Canceled: Date .Q�7� By.�.) Parcel Tag Added: Date By
I:\Building\Forms\RegPermitAction_1 0518.doc
Building Permit Application 9 Ce , c E-1 I6120
Residential DECEIVED �FOR OFf IO l t tiF OBI ,
City of Tigard DEC 1 5 2020 Received �2\rlklcZO %.\ 1 Permit No. ,A
" 13125 SW Hall Blvd.,Tigard,OR 97223 P n Review ��/ MST2ozA_�3Z�
a - Phone: 503.718.2439 Fax 503.598.19$ITY OF TIGARD DateBv: Other Permit
TIGARD Inspection line: 503.639.4175 Date Ready/By: 65 See Page 2 for
Internet: www.tigard-or.gov BUILDING DIVISION Notilxd^vlethod
7 & Supplemental Information
TYPE OF WORK REQUIRED DATA:1-AND 2-FAMILY DWELLING
'New construction 0 Demolition Permit fees*are based on the value of the work performed.
indicate the value(rounded to the nearest dollar)of all
"$Addition'alteration replacement gO ther: 'C&4 E,t)..ci-1- equipment,materials.labor.overhead,and the profit for the
CATEGORY OF CONSTRUCTION work indicated on this application.
I-and 2-family dwelling 0 Commercial industrial
Valuation: S��i 2 3 5-
!❑Accessory building ❑Multi-family Number of bedrooms: f
❑Master builder 0 Other: Number of bathrooms: II/ .
JOB SITE INFORMATION AND LOCATION Total number of floors: 2 1,VA__.
Job site address: 1 3 5c) -J1,,,1 3gt-•I-r1 1::::,1?ty New dwelling area: kl/f�,,, square feet
City/State/ZIP: -1 ciA Q� o� //9?ZZ 3 Garage/carport area: 0 square feet
Suite/bldg./apt.no.: ) Project name: }41 p 4-1- Covered porch area: 39 O square feet t,
Cross street/directions to job site: Deck area: s( ' A.. square feet
Lt'SC./}'.p `1— �J t,5Th . d' Other structure area:I+f,,1�f, — square feet
14 101 F.—L.z''cj—' ' 1\1 . REQUIRED DATA:COMMERCIAL-USE CHECKLIST
Subdivision: he t r ncoultre. 0,Q. Lot no.: Permit fees*are based on the value of the work performed.
5) ,3 3j ' 4'� � ' �� ^ Indicate the value(rounded to the nearest dollar)of all
Tax map parcel no.: `T equipment,materials,labor,overhead,and the profit for the
DESCRIPTION OF WORK work indicated on this application.
`fi-t 'PgoJ£= _..`- l--ICUA s AM4.4-.ill? A 4,1 ,,1- Valuation: S
Gc.`tr � P6o /F � cNy��D Existing building area: square feet
s-rt,�, sci C Q � _� -5k- New building area: square feet
APROPERTY OWNER 0 TENANT Number of stories:
Name: A' ,r, , ,1�1 Type of construction:
Address: 1 335,{ 514 i' ttry s f ) j 4[ Occupant}•groups:
City/StaterZIP:--r-'1 Jc2-I') I 97223 Existing:
Phone:( ) / Fax:( ) New:
X APPLICANT /t4 CONTACT PERSON BUILDING PERMIT FEES*
Business name: u i-1- Arr. Ili r � LLC.. vieweref(rr deposit):schedule)
Structural plan review fee(or deposit):
Contact name: In �6 ! p _ -{_ 1 1.S plan review fee(if applicable):
Address: 73 e 3 e33li�C ,-'-,_ ,�-�I
City/State/ZIP:`�'+2h-e 1)/ �'1? 9 77? total fees due upon application:
Phone:563 333 ,_ p)£� Fax::( Amount received:
PHOTOVOLTAIC'SOLAR P.\NEL SYSTEM FEES*
E-mail: V-,I rl cj U 1-r . -A bz)1 T'1 6f-15• CisTl
Commercial and residential prescriptive installation of
CONTRACTOR roof-top mounted PhotoVoltaic Solar Panel System.
Business name:�'?ill„ ADIDCn("�I1.t 1 LC.. Submit two(2)sets of roof plan with connection details
and fire department access,along with the 2010 Oregon
Address: 73 e 3 51,4 � .= ,L '—j—T. �'j-" Solar installation SpecialNCock checklist.
�� �� Permit Fee(includes plan review
City/State'ZiP: 1 t and administrative fees): $180.00
Phone:f �,21 21 27 Fax:( ` `�d State surcharge(12°c of permit fee): $21.60
CCB lie.: 2 oi 3 (g Total fee due upon application: $201.60
Authorized signature: ) This permit application expires if a permit is not obtained
within 180 days after it has been accepted as complete.
[Pete: r *Fee methodology set bv Tri-County Building Industry
Print name:
�1 ti - .-D1?-.[� 12 1—2626 Service Board.
I:BuildingPenniI\BUP-RESPermit pp.doc 02`241011 440-4613T(11/02/COMWEB)
Building Permit Application Checklist
One- and Two—Family Dwelling FOR OFF1CI I SE ON1,1
City of Tigard t Received Permit No
13125 SW Hall Blvd.,Tigard,OR 97223 Associated permits
7
S Phone: 503.718.2439 Fax 503.598.1960
24-Hour Inspection Line: 503.639.4175 0 Electrical 0 Plumbing 0 Mechanical
7 I v n K C� Internet: www.tigard-or.gov 0 Other
TIII: FOl.l.O\\ I\(: ITt:\1s \RI: Rl:t)1 IRI:I) l OR 1)1..\\ RF\ll:\\ \es No NIA
1 Land use actions completed. See jurisdiction criteria for concurrent reviews. ■ • .74
2 Zoning. Flood plain,solar balance points,seismic soils designation,historic district,etc. ❑ 0 4
3 Verification of approved plat/lot. ❑ a5
4 Fire district approval required. Name of district: • , 0 n
5 Septic system permit or authorization for remodel. Existing system capacity 0 i
6 Sewer permit 0 0 P
7 Water district approval. ❑ 0 i'
8 Soils report. Must cam'original applicable stamp and signature on file or with application. ® , H
;3::
9 Erosion control ❑plan ❑permit required. Include drainage-way protection,silt fence design and location of catch- _ :II
basin protection,etc.
10 3 Complete sets of legible plans. Must be drawn to scale,showing conformance to applicable local and state 0 0
building codes. Lateral design details and connections must be incorporated into the plans or on a separate full-size
sheet attached to the plans with cross referencesrtt between plan I cation and details. Plan review cannot be completed if
copyright violations exist. EflA%L. .r) (I ) �
11 Site/plot plan drawn to scale. The plan must show lot and building setback dimensions;property corner elevations(if 0 ❑
there is more than a 4-11.elevation differential,plan must show contour lines at 2-ft.intervals);location of easements
and driveway; footprint of structure(including decks);location of wells/septic systems;utility locations;direction
indicator,lot area;building coverage area;percentage of coverage;impervious area;existing structures on site;and
surface drainage.
12 Foundation plan. Show dimensions,anchor bolts,any hold-downs and reinforcing pads,connection details,vent size ❑ 0
and location.
13 Floor plans. Show all dimensions,room identification,window size,location of smoke detectors,water heater, ❑ 0
furnace,ventilation fans,plumbing fixtures,balconies and decks 30 inches above grade etc. A
14 Cross section(s)and details. Show all framing-member sizes and spacing such as floor beams,headers,joists,sub- `Q ❑ 0
floor,wall construction,roof construction. More than one cross section may be required to clearly portray
construction. Show details of all wall and roof sheathing,roofing,roof slope,ceiling height,siding material,footings
and foundation,stairs,fireplace construction,thermal insulation,etc.
15 Elevation views. Provide elevations for new construction;minimum of two elevations for additions and remodels. 0 0 X
Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope.
Full-size sheet addendums showing foundation elevations with cross references are acceptable. X
16 Wall bracing(prescriptive path)and/or lateral analysis plans. Must indicate details and locations;for non- ❑ ❑
prescriptive path analysis provide specifications and calculations to engineering standards.
17 Floor/roof framing. Provide plans for all floors/roof assemblies,indicating member sizing,spacing,and bearing 0 ❑
locations. Show attic ventilation.
18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered 0 ❑
systems,sec item 22,"Engineer's calculations.-
]9 Beam calculations. Provide two sets of calculations using current code design values for all beams and multiple joists 0 0
over 10 feet long and/or any beam/joist carrying a non-uniform load.
20 Manufactured floor/roof truss design details. 0 0 /
21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas-piping schematic is required El ��✓G
for four or more appliances.
22 Engineer's calculations. When required or provided,(i.e.,shear wall,roof truss)shall be stamped by an engineer or 0 0
architect licensed in Ore_on and shall be shown to be a••licable to the • •'ect under review.
.IC RlSDlCTlON.ki. SPECIFI('S
23 Three(3)site plans are required for Item 11 above. Site plans must be 8-12"x II"or 11"x 1T'. ■ ■
24 Two(2)sets each are required for Items 16, 19,20 and 22 above. ■ ❑
25 Building plans shall not contain red lines or tape-ons. "Mirrored"building plans will not be accepted. ■ 0
26 "Reversed"building plans must meet criteria outlined in the Pennit&System I)evelopment Fees document ■ 0
27 "Drawn to scale"indicates standard architect or engineer scale. ■
28 Site plan to include tree size,type and location per approved project street tree plan(if applicable),and City of Tigard A ■
Street Tree List.
29 Site plan to include trees and tree protection measures as required by conditions of approval. Tree locations,driplines, ❑ El 0
and protection measures must be drawn to scale and must include the project arborist's signature of approval.
30 A Clean Water Services'Sensitive Area Pre-Screening Site Assessment form is required for all building additions, 0 El 0
including decks,patio covers(over non-impervious surface)and accessory structures to existing residential dwellings
on a lot of record approved prior to September 9, 1995.
I:.Building+Permits\l3UP-RESPennitApp.doc 02`242011 440-4613T(11/02COM/WEB)
City of Tigard
41
COMMUNITY DEVELOPMENT DEPARTMENT
■
TIcaRD Building Permit Review — Residential
R
Building Permit #: 1\1\s-T20w- 0032a1
Site Address: 13350 SW Brittany Dr
Project Name: Nida Patio Cover Lot #:
Planning Review
Proposal: New patio cover on rear of existing home
ElVerify address/suite#active in Accela. 0 In River Terrace: ❑r No ❑ Yes, River Terrace Review Addendum
Site Plan Elements: .„erosion Control
111: copies of site plan on 8-1/2"x 11"or 11 x 17"paper 'etained trees with drip line and tree protection measures
D Drawn to scale(standard architect or engineer scale) '. Footprint of new structure(including decks)and FFh
0 orth arrow ,..Jtility locations&easements(required for new and additions)
12.ite address,project or subdivision name and lot number °idewalk/driveway approach
II pplicant information(name and phone number) r ocation of wells/septic systems
12 . •' ensions and building setback dimensions street tree size,type and location
1�]'�•uare footage of buildings to be demolished °,tr t names
d xisting structures on site Omer elevations(2'contours if more than 4'differential-
12 .t area,building coverage area,percentage of coverage and >1,000 sf of impervious area created or replaced? es ° o
impervious area(applicable if R-7,R-12,R-25&R-40) If yes,is a storm water quality facility shown? es ° o
❑ Clean Water Services—Service Provider Letter (lot platted prior to 9/10/1995):
Required: ❑o Yes,applicant was notified ❑ No Received: 0 Yes El No
II Water Meter Fixture Unit Worksheet—Additions,Remodels and ADUs
4 Required: 0 Yes,applicant was notified ❑r No Received: ❑Yes ❑' No
l III SDC Exemption for ADU applied for: ❑Yes ❑r No Received: 0 Yes ❑'' No
II Public Facilities Improvement(PFI)Permit:
Required: ❑Yes,applicant was notified ❑ No Applied For: ❑ Yes ❑No,stop intake
Il Land Use Case#: 0 Zoning: R-12
0 Required Setbacks: Front: No change Rear: 15 Side: 5 Street Side: NSA Garage: No change
CI Building Height: Max.Height: 35 Actual Height: <15
ElLandsca.e Area: 20 % El Lot Coverage Max: 80 0/0
Entrance
i li - back no more than 8'from street-facing wall Parallel to stree : offset 45 degrees or less
j Windows 111 Minim %of area of all street-facing facades v•
Garage I Gara e door is . • d widest street-facing wall � II es ❑ No,one of the following is met:
Door extends no • - than 5' from wall and th- - ' a covered porch extending beyond garage.
Door extends no more than ' rom wa : a there is a 12 sq ft.window above garage on 2nd floor.
❑ Gara e door width is I 12'or les B 0%or less of facade 60%or less and includes 7 of following:
Covered porch I :- essed entrance P.I. Wall offset 1'Roof eave Roof offset
—
Fire shingles a Lap Siding ❑Roof it • Gable,AD,or gambrel roof _ Dormer
i Acce' •• g I Window trim Li Window rece 11 Window projection ❑ Balcony
❑ Visual Cleara.- El Urban ForestPlan
❑ Sens -,- ands: El Yes LI No Type:
P. onditions met prior to issuance of building permit
Notes: �.
--C_
11 Approved By Planning: - ` Date: 12/16/20
Revisions (after Building Submittal only) Reviewer Date
`` Revision 1: ❑ Approved ❑ Not Approved
Revision 2: ❑ Approved ❑ Not Approved
i
'1 1:\Building\Forms\B1dgPermitRvw_RES_122419.docx
Building Permit Submittal
Original Submittal Date: V7.41 S`Z,oZ0
Site Plans: # 3
Building Plans: # 3
Building Permit#: ® Enter building ermit# above. �}
Workflow Routing: El PlanningLA Engineering ® Permit Coordinator u Building
Workflow Sign-off: ® Sign-off for Planning(include notes from planning review)
Route Application Documents: ❑ Engineering: (1) copy of permit application, (1) site plan, (1) building plan and
original plan review routing form.
Building: original permit application, site plans,building plans,engineer and
beam calculations and trust details,if applicable,etc.
Notes:
By Permit Technician: Ho\wgr'c:)QWe' Date: \24 f Z020
Engineering Review
[Slope at building pad: Z'
Conditions "Met"prior to issuance of building permit N fiw
Fasements (encroachments) per engineering conditions of approval and plat t../4--
Water Quality/Quantity Facility: nn��__
Assess Water Quality Fee in-lieu: ❑ Yes +1�10
Assess Water Quantity Fee in-lieu: ❑ Yes 1n3-No
�7
LIDA Facility on lot: ❑ Yes &0
Final Plat Recorded: f'
❑ NOT Approved by Engineering: Date:
Notes:
Approved by Engineering: j Date: /Z//7/ZOZ0
Revisions (after Building Submittal only) Reviewer Date
Revision 1: ❑ Approved ❑ Not Approved
Revision 2: ❑ Approved ❑ Not Approved
Permit Coordinator Review
,;I Conditions "Met"prior to issuance of building permit
II Approved, NOT Released: Date:
Notes:
Revisions (after Building Submittal only)
Revision Notice 1: Date Sent to Applicant:
Revision Notice 2: Date Sent to Applicant:
SDC Exemption: ❑ Received Does not a
SDC Fees Entered: Wash Co Trans Dev Tax: ❑ Yes5N/A
Tigard Trans SDC: ❑ Yes /A
Parks SDC: ❑ Yes /A
LIDA ❑ Yes VI
/A
OK to Issue Permit
Approved by Permit Coordinator: — Date: 49-4?)
I:\Building\Forms\Bl dgPermitRvw_RE S_122419.docx
Lina Smith
From: Lina Smith
Sent: Wednesday, December 16, 2020 2:38 PM
To: 'kim@suite-additions.com'
Cc: #Building Permit Technicians
Subject: Nida Patio Cover- 13350 SW Brittany Dr
Hi Kim,
I finished the Planning/Zoning review for this permit, and forwarded it to the Building Division for processing. Please
obtain a service provider letter from Clean Water Services by filling out this form and uploading your site plan here:
https://www.cleanwaterservices.org/documents-forms/pre-screen-form/.After you receive a response from CWS,
please send a copy to tigardbuildingpermits@tgard-or.gov.This won't delay Building's review of your permit, but they'll
need this letter before they can issue it.
If you have any questions about your permit, please contact the Building Division at tigardbuildingpermits@tgard-or.gov
or(503) 718-2439.
Thank you,
Lina Smith
Assistant Planner
City of Tigard I Community Development
13125 SW Hall Blvd.Tigard, OR 97223
E-mail: LinaCS( tigard-or.gov
1
FOR OFFICE USE ONLY—SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
a 4
11111 Transmittal Letter
I , , i I , 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: DATE RECEIVED:
DEPT: BUILDING DIVISION P
FROM: Kim Ford " ECEIVED
COMPANY: Suite Additions, LLC. DEC 2 5 2020
CITY OF TIGARD
PHONE: 503-333-8852 BUILDING DIVISION By:
EMAIL: kim@suite-additions.com
RE: 13350 SW Brittany Drive MST2020-00329
(Site Address) (Permit Number)
Nida Covered Patio 390 SF
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
,. l psp � ks� "�. �y`.: c �"�S xt� � .. FF�s' q�q��i "i`�°�;' �n` s Y Yi$'�t,,x �"�'�
d 6 .. '..,,. d 4}H;, :psn?,. t R Bey ttt/4: s�� :,,k�;+ trO, .v''x1'�'.7',1�,...
Additional set(s) of plans. 1 Revisions: Sheet A2.1 and A5.1
Cross section(s)and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. 1 Engineer's calculations.
Other(explain):
REMARKS: The informaiton attached addresses the Plan Review comments received on 12/22/2020 from Allyson
Armstrong. We have updated sheets A2.1 and A5.1 to capture the design load requirements per AH105.1.
We have also included a separate pdf of our Engineered drawings confirming the design load requirements.
FOR OFFICE USE ONLY
Routed to Permit Technician: Date: Initials:
Fees Due: E Yes ❑No Fee Description: Amount Due:
$
$
$
$
Special
Instructions:
Reprint Permit(per PE): ❑ Yes ❑No ❑ Done
Applicant Notified: Date: Initials:
STRUCTURAL CALCULATIONS P/21 •,1
To
Tigard,OR
For
Nida Porch
13350 SW Brittany Dr
Portland, OR 97223
Submitted
12/27/20
TABLE OF CONTENTS
Calculations 1 -2
AAttached are gravity calculations for the Nida porch.
If there are any questions please contact David Linton, 541-510-7200.
,` UCTU,INR,c
xi
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-7 (c;yBER 14,1- k)
f0 &LAIR \-\ 11.(2 1 Z°
EXPIRES: 12/31/22
12/27/2020
Page I 1
21 r V K I t i�+ram MEMBER REPORT PASSED
• Level, Roof:Joist
1 piece(s)2 x 8 Douglas Fir-Larch No.2 @ 24"OC
Sloped Length:14'10 1/8"
+ +
0 0
12
41— ;
12'
11, 1,6„ /
a a
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:15'9/16"
Design Results Actual i9 Location Allowed Result LDF Load:Combination(Pattern) System:Roof
Member Reaction(Ibs) 559 @ 12'5 1/4" 3459(3.50") Passed(16%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Joist
Building Use:Residential
Shear(Ibs) 391 @ 11'8 5/8" 1501 Passed(26%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2015
Moment(Ft-Ibs) 1298 @ 6'3" 1328 Passed(98%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD
Live Load Dell.(in) 0.359 @ 6'3 11/16" 0.645 Passed(L/431) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:4/12
Total Load Dell.(in) 0.507 @ 6'3 5/8" 0.859 Passed(L/305) -- 1.0 D+ 1.0 S(Alt Spans)
• Deflection criteria:LL(L/240)and TL(L/180).
• Overhang deflection criteria:LL(21/240)and TL(2L/180).
• Birdsmouth cut has not been analyzed.
•A 15%increase in the moment capacity has been added to account for repetitive member usage.
• A 15.1°/0 decrease in the moment capacity has been added to account for lateral stability.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports(Ibs)
Supports Total Available Required Dead Roof Live Snow Total Accessories
1-Birdsmouth-DF 3.50" 3.50" 1.50" 131 251 313 695 Blocking
2-Beveled Plate-DF 3.50" 3.50" 1.50" 166 315 394 875 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Lateral Bracing Bracing Intervals Comments
Top Edge(Lu) 6'o/c
---------- ------Bottom Edge Edge(Lu) 6'o/c
Dead Roof Live Snow
Vertical Load Location(Side) Spadng (0.90) (non-snow:1.25) (1.15) Comments
1-Uniform(PSF) 0 to 14'1" 24" 10.0 20.0 25.0 Default Load
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties
related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is
responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator
ForteWtB Software Operator Job Notes 12/28/2020 4:28:24 AM UTC
David Linton
Mackenzie ForteWEB v3.1, Engine: V8.1.5.1, Data:V8.0.1.0
(503)224-9560
dlinton@mcknze.com Weyerhaeuser File Name: Nida
Perna 1 / 1
f V K ' L. kiM MEMBER REPORT PASSED
Level, Roof: Drop Beam
1 piece(s)4 x 8 Douglas Fir-Larch No. 2
Overall Length: 10'7'
0 0
10'
0
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof
Member Reaction(Ibs) 1145 @ 2" 7656(3.50") Passed(15%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Drop Beam
Building Use:Residential
Shear(Ibs) 951 @ 10 3/4" 3502 Passed(27%) 1.15 1.0 D+ 1.0 5(All Spans) Building Code:IBC 2015
Moment(Ft-Ibs) 2842 @ 5'3 1/2" 3380 Passed(84%) 1.15 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD
Live Load Defl.(in) 0.209 @ 5'3 1/2" 0.512 Passed(L/587) -- 1.0 D+ 1.0 5(All Spans) Member Pitch:0/12
Total Load Defl.(in) 0.302 @ 5'3 1/2" 0.683 Passed(L/407) -- 1.0 D+1.0 5(All Spans)
• Deflection criteria:LL(L/240)and TL(L/180).
•A 1.7°/decrease in the moment capacity has been added to account for lateral stability.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports(Ibs)
Supports Total Available Required Dead Roof Live Snow Total Accessories
1-Column-DF 3.50" 3.50" 1.50" 352 635 794 1781 None
2-Column-DF 3.50" 3.50" 1.50" 352 635 794 1781 None
Lateral Bracing Bracing Intervals Comments
Top Edge(Lu) End Bearing Points
Bottom Edge(Lu) End Bearing Points
Dead Roof Live Snow
Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) (1.15) Comments
0-Self Weight(PLF) 0 to 10'7" N/A 6.4 -- --
1-Uniform(PSF) 0 to 10'7"(Front) 6' 10.0 20.0 25.0 Default Load
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties
related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is
responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator
Footing:
TL = 352+794 = 1,146 x 2 beams = 2,292#
Area = 2,292/1500 psf = 1.53 ftA2
15" square footing @ 1500 psf soil bearing
ForteWEB Software Operator Job Notes 12/28/2020 4:25:51 AM UTC
David Linton
Mackenzie ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
(503)224-9560 File Name: Nida
dlinton@mcknze.com Weyerhaeuser
Perna 1 / 1
RECEIVED
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DEC 1 5 2020
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CITY OF 11C4 sofa
DRAWING INDEX: CONTRACTOR: PROJECT INFORMATION: Bs it ,V z
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A1.1 COVER SHEET SUITE ADDITIONS, LLC. a
A1.2 SITE PLAN CCB#201364 13350 SW BRITTANY DRIVE w
A2.1 PROPOSED PLAN&NOTES 7383 SW SPRUCE STREET TIGARD,OREGON 97223
A5.1 SECTION&NOTES PORTLAND,OR 97223 °
KATHRYNE NIDA,OWNER
SCOPE OF WORK: TIM JORGENS,OWNER
503.621.2122 GENERAL NOTES:
THE PROJECT INCLUDES ADDING
A NEW COVERED PATIO OVER AN KIM FORD, PROJECT MANAGER 1. SUITE ADDITIONS WILL MAINTAIN A CLEAN JOB SITE AT ALL TIMES.CONTRACTOR SHALL
EXISTING CONCRETE SLAB. 503.333.8852 PROMPTLY REMOVE ALL CONSTRUCTION DEBRIS AS GENERATED DURING THE COURSE OF
CONSTRUCTION.
46-3
2. SUITE ADDITIONS WILL PROTECT THE JOB SITE FROM ANY WATER DAMAGE DURING THE ea
CONSTRUCTION PROCESS. Ul
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3. SUITE ADDITIONS WILL INFORM THE HOMEOWNERS OF ANY SCHEDULING ADJUSTMENTS
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PRIOR TO/AND DURING CONSTRUCTION. v
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-- — — -, 4. SUITE ADDITIONS SHALL SECURE THE JOB SITE WHEN WORK IS NOT TAKING PLACE,AND L,
g '" WILL FOLLOW GENERAL INDUSTRY SAFETY GUIDELINES AS WELL,IN ADDITION TO ANY
~ ; REQUESTS MADE BY THE HOMEOWNERS,WITH REGARDS TO ADMITTANCE OF ALL
PERSONNEL INTO THE CONSTRUCTION JOB SITE.
Summer 5. SUITE ADDITIONS WILL VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK OR
" ¢ P ake Park' ORDERING ANY MATERIALS. ALL QUESTIONS OR CONCERNS WILL BE BROUGHT TO THE
PROJECT MANAGER'S ATTENTION AT THE EARLIEST POSSIBLE TIME,AS WELL AS THE
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DATE:
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CD SECTION SCALE:
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