The URL can be used to link to this page

ADU2019-00016 APPROVED ADU2019m00016 ARMS ADU ADU2019 - 00016 ARMS ADU • Date Submitted: o December 18' . 2019 • 120 days from submittal date/ Completeness o April 16', 2020 • 180 days from submittal date/ Void on: o June 15', 2020 NOTICE OF TYPE I DECISION u ACCESSORY DWELLING UNIT ADU2019-00016 p ARMS ACCESSORY DWELLING UNIT 120 DAYS = April 161h, 2020 SECTION I. APPLICATION SUMMARY FILE NAME: ARMS ACCESSORY DWELLING UNIT CASE NO.: Accessory Dwelling Unit(ADU) ADU2019-00016 PROPOSAL: The applicant proposes one (1)prefabricated,detached ADU with an area of 310.9 square feet at 12530 SW Brookside Avenue. No parking stalls for the ADU are proposed because the tax lot is located within 2,500 feet from TriMet Bus Stop ID #6103 and #6107. No changes to the existing single detached house footprint are proposed. APPLICANT: Permit-It LLC Attn:Kirsten Lyons 1436 A Street,Suite 106 Washougal,WA 98671 OWNER Steven Timothy&Emily Clare Arms 12530 SW Brookside Avenue Tigard, OR 97223 LOCATION: 12530 SW Brookside Avenue (WCTNI 2S 102BC,Tax Lot 00111) BASE ZONE: R-4.5: Low-density residential zone APPLICABLE REVIEW CRITERIA: Community Development Code (CDC) Chapter 18.220 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request,subject to a condition of approval.The findings and conclusions on which the decision is based are noted in Section IV. ADU2019-00016:ARMS ADU 1/4 CONDITION OF APPROVAL THE FOLLOWING CONDITION MUST BE SATISFIED: Unless noted otherwise, the staff contact is Samuel Copelan, Assistant Planner, (503) 718-2450 or SamuelCna f gard-or.gov. 1. Prior to building permit submittal, the applicant must apply for, and receive,a new address for each proposed ADU. If the applicant is unfamiliar with addressing process, the applicant should contact the project planner for more information. SECTION III. BACKGROUND INFORMATION Site Information: The property is located at 12530 SW Brookside Avenue (WCTM 2S102BC,Tax Lot 00111),which is located south and east of SW Brookside Avenue,west of SW Woodard Lane, and north of SW Walnut Avenue.The site currently contains one single detached house and a one car garage.The subject property,and all adjacent properties, are zoned low-density residential (R-4.5). The subject site is not located within any sensitive lands, sewer reimbursement districts,or overlay zones. Proposal: The applicant proposes one (1) detached ADU with an area of 310.9 square feet at 12530 SW Brookside Avenue. The Wolf Industries Model B prefabricated ADU will have an area of 310.9 square feet. The applicant confirmed on January 8',2020 that no modifications from the manufacturer's plans have been requested by the applicant. No parking stalls for the ADU are proposed because the tax lot is located within 2,500 feet from TriMet Bus Stop ID#6103 and #6107. No changes to the building footprint are proposed. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS Findings for only the applicable code sections are found below: 18.220 Accessory Dwelling Units 18.220.050 Standards A. Number of units. 1. A maximum of 2 accessory dwelling units are allowed per single detached house. FINDING: The applicant is proposing a total of one (1)ADU. This standard is met. 2. A maximum of 1 detached accessory dwelling unit is allowed per single detached house. A second accessory dwelling unit must be attached to the primary unit. FINDING: The applicant is proposing one (1) detached ADU. This standard is met. B. Size. 1. The maximum size of a detached accessory dwelling unit is 800 square feet. FINDING: The applicant is proposing to place a Wolf Industries Model B prefabricated structure with no modifications from the manufacturer's plans. The unit will have a width of 10 feet 3 inches and a ADU2019-00016: .ARMS ADU 2/4 length of 30 feet 4 inches for an area of 310.9 square feet.The proposed detached ADU will have an area that is less than 800 square feet. This standard is met. C. He . 1. The maximum height of a detached accessory dwelling unit is 25 feet. FINDING: The applicant's proposed ADU will have a height of 10.5 feet, which is less than the maximum height of 25 feet. This standard is met. D. Setbacks. Accessory dwelling units must meet the setback standards for a single detached house in the base zone,with the exception that a detached accessory dwelling unit may be located within 5 feet of the rear property line if the accessory dwelling unit is 15 feet or less in height. FINDING: The proposed detached ADU has a height that is less than 15 feet; therefore, the detached accessory dwelling unit may be located within 5 feet of the rear property line. Setback standards can be found in the table below: Minimum Setback ' R-4.5 De bsed is R-4.5 Standard Standards D-ALetached 10 ADU Development rds - 71 Front 20 feet 49 feet Yes -Side 5 feet 67 feet Yes -Street Side 15 feet 15 feet 3 inches Yes -Rear 5 feet 5 feet Yes FINDING: Staff finds that the proposed detached ADU maintains all required setbacks in the R-4.5 zone.This standard is met. F. Par 1. In addition to the number of parking spaces required for the primary unit,a minimum of 1 off-street parking space must be provided for each accessory dwelling unit. Lots within 2,500 feet of a right-of-way that includes transit service are exempt from the additional parking requirement for the accessory dwelling unit. FINDING:The subject taxlot is located approximately 363.99 feet away ftom TriMet Bus Stop ID#6103 and approximately 491.27 feet from TtiMet Bus Stop ID #6107. The subject tax lot is located less than 2,500 feet from a right-of-way that includes transit service and is exempt from the additional parking requirement for the accessory dwelling unit.This standard is met. G. Home occupations. Type II Home Occupations are prohibited on a lot with two accessory dwelling units. FINDING: The applicant's submittal states that no Type II Home Occupations are currently proposed and that there will not be any proposed on this tax lot if there is a second ADU. This standard is met. ADU2019-00016:ARMS ADU 3/4 CONCLUSION: The applicant proposes one (1) detached ADU with an area of 310.9 square feet at 12530 SW Brookside Avenue. The Wolf Industries Model B prefabricated ADU will have an area of 310.9 square feet. No modifications from the manufacturer's plans have been requested by the applicant No parking stalls for the ADU are proposed because the tax lot is located within 2,500 feet from TriMet Bus Stop ID#6103 and#6107. No changes to the building footprint are proposed. SECTION V. PROCEDURE AND APPEAL INFORMATION Final Decision: An accessory dwelling unit application is processed through a Type I procedure. As such,this decision is final for purposes of appeal on the date it is mailed or otherwise provided to the applicant, whichever occurs first.This decision is not appealable locally and is the final decision of the City. THIS DECISION IS FINAL ON JANUARY 13TH, 2020, AND BECOMES EFFECTIVE ON JANUARY 14TH, 2020. Questions: If you have any questions,please contact Samuel Copelan at (503) 718-2450 or SamuelCntigard-or.gov. january 13". 2020 APPROVED BY: Samuel Copelan Assistant Planner ADU2019-00016:ARMS ADU KA7nA 4, RECEIVED General Notes JAN 0 8 2020 ROOFING 200 RIDGE BOARD CITY OF TIGARD PLANNING/ENGINEERING ASPHALT SHINGLES STANDARD,METAL PANELS OPTIONAL 2x4 RAFTER 71E,TYPICAL AT EACH RAFTER,SEE ROOF FRAMING PLAN }"T&G WOOD CEILING "A1C PLYWOOD SHELF FLOOR TYP 2x8 RAFTER @)24'OC,NOTCH ENDS FOR SOFFIT BOARD N (7 DOUBLE 2x6 TOP PLATE 2x8 BIRD BLOCKING 2x6 FASCIA BOARD 2x6 LEDGER BOARD FOR SUPPORTING SHELF,TYP SOFFIT BOARD EXPOSED AT INTERIOR 2r-6" 2X6 STUDS AT 24"OC 2X4 STUDS AT 24"OC C? o io START LAYOUT HERE 3'-2yz" 2'-10" 3'- 2 Firm Name and Address LOWER 4'SHEET OF}'OSB WALL SHEATHING OVERLAPS RIM BOARD BY 1? Wolf Industries PO Box 2410 Battle Ground, WA 98604 10-3" 2X8 RIM BOARD 2X8 FLOOR JOIST 16-OC Project Name and Address SUBFLOOR MODEL B MODEL B 6SECTION AT BEDROOM FACING LIVING AREA CITY OF TIGAMLo Scale: 1!2"= 1' 0 " approved by Planninc Project sneer Date: Date /� 8 Initials: SC ScaleLID /`1 J D PROPERTY OWNER RECEIVED Steven Arms �j C 12530 SW Brookside Ave JAN U 8 2020 Tigard,OR 97223 CITY OF TIGARD J� PROPERTY ADDRESS PLANNING/ENGINEERIN 12530 SW BROOKSIDE AVE O TIGARD, OR 97223 _SW Property ID:2S102BC00111 5 County:Washington State: OR E- 178' PROJECT INFORMATION OR BCD Approved Prefabricated Structure by Wolf Industries 0, Permitted as and ADU Coverage: Existing structures- 1032 s.f. 57'8" Existing paving/hardscape-250 s.f. 21'-5" \ New strictures-300 s.f. New paving/hardscape- 15 s.f. E-179 i \\ Total imperivious coverage- 1597 s.f. 15'0" 59'-10" < \ Lot size-9037 s.f. / EXISTING SINGLE FAMILY $ 1 '- 15 23\ Coverage- 18% \ 103zT lso FAE a \ CONTACT INFORMATION \ 7'-0� . \ 1. o \ Permit-It,LLC 3MNa Kirsten Lyons \ g \ 1436 A Street, Suite 105 PSN o \ " Washougal, WA 98671 29'-9" -6" \ 15=0 �— E- 178' (360)326-8870 x204 51 25'-0 y kirsten@permit-it.com � o 110'-6" \ 5, SILT FENCE LEGEND i FFE- 179.5' — - - — PROPERTY LINE --------- SETBACK GAS i — POWER \ i 7714" SEWER \\ WATER 5'-0 PERVIOUS SURFACE: ASPHALT/CONCRETE/GRAVEL EX OVERHEAD POWER LINE E- 179 CITY op I IUAHU SITE PLAN Approved by Planning SCALE: 1 " = 20' NIOTES: Date: 1-13-2FiZo -PdAcsewer°o'mecbm-no on site septic Initials: ._ fer SL -Ptd3k waconnection-no on site well __ Vic0inity Map �a n � 2483 8eaVE?rfon 1246 _MapTitle Trylyd City of Tigard, Oregon 4� 1 Bisadps Tualatin 12.40 12525 10260 RECEIVED DEC 18 2019 R 00 CITY Or HGARD 12 16 PLANNING/ENGINEERING 4 Jy r ( ry Y 2. • V 12595 L 125 0, ID: 1W , 0�. CIQ 5 r f T.V,,d V w. wl t ` Scale: 0.02 Miles J V a -� :� - •�' City Of Tigard 13125 SW Hall Blvd Tigard,OR 97223 Map Created: (503)639-4171 12/18/2019 www.tigard-or.gov APPLICANT MATERIALS RECEIVEcPse #: City of Tigard DEC 18 2019 _ COMMUNITY DEVELOPMENT DEPARTMkNbF TIGNRU P P1NIN /ENGINEERING Master Land Use AlpLZtcaion LAND USE APPLICATION TYPE V Accessory Dwelling Unit(ADU) ❑ Modification: O Type I O Type II ❑ Adjustment ❑ Planned Development: ❑ Annexation 7 Consolidated Plan ❑ Comprehensive Plan Map Amendment O Concept Plan ❑ Conditional Use ❑ Detailed Plan ❑ Downtown Development Review: ❑ Sensitive Lands Review: O Type I C Type II O Type I O Type II O Type III O Adjustment ❑ Site Development Review: O Type I O Type II ❑ Home Occupation—Type II ❑ Subdivision ❑ Land Partition ❑ Temporary Use Permit ❑ Lot Line Adjustment/Lot Consolidation ED Urban Forestry Plan: ❑ Marijuana Facility Permit O Modification O Discretionary Review ❑ Miscellaneous: ❑ Zoning Map Amendment O Type II O Type III PROJECT INFORMATION Project name: Arms Accessory Dwelling Unit Brief description of project: The property owner is proposing to place a Wolf Industries Model B modular home.. containing 1 bedroom and 1 bathroom, totalling 300 sqaure feet, as an accessory dwelling unit. SITE INFORMATION Location (address if available): 12530 SW Brookside Ave., Tigard, OR 97223 `Tax map and tax lot nutnber(s): L Site size: A uz's Zone: t—LA"J APPLICANT INFORMATION Name: Permit-It LLC Mailing address: 1436 A Street, Suite 106 , City/State: Washougal, WA Zip: 98671 Phone: 360-326-8870 ext 204 Email: kirsten@permit-it.com Applicant's representative: Kirsten Lyons Phone: 360-326-8870 ext 204 Email: kirsten@permit-it.com City o{Tigard • 13125 SW Hall Blvd. • Tieard.Oreeon 97223 • wwwdeard-or.eov 0 503-718-2421 • Paie 1 oft • PROPERTY OWNER INFORMATION ❑ Same as applicant (Attach list for additional owners) Name: Steven Arms Mailing address: 12530 SW Brookside Ave., City/State: Tigard, OR 'Lip: 97223 Phone: 971-940-6415 1?mail: armssteven@gmail.com SUBMITTAL REQUIREMENTS In addition to this application form,you must submit all required items listed in Subsection 18.710.030.0 of Tigard's Community Development Code. If you are unsure what is required with your application,please contact the planner on duty at 503-718-2421 or dgardplannerondLaua.tigard-or.gov. I certify that I am the property owner or I am eligible to initiate this application, as provided in the Tigard Community Development Code. To the best of my knowledge, all the information provided within this application package complete and accurate. Permit-It LLC / Kirsten Lyons 11/19/19 Applicant's signs * Print name Date Steven Arms 1112-211,1 Property owner's signature* Print name Date rhi�y Arms 1AZOI Property owners signature* Print name Date *The owner must sign this application or submit a separate written authorization when the owner and applicant are different people. STAFF USE NLY t Case No.: Application fee: 12-0 Received by: — Date: Zrk3�q. Related Case(s): Determined complete by: Date: Citv of Tigard • 13125 SW Hall Blvd. • Tieard,Oregon 97223 • www.tizard-or.eov 503-718-2421 • PuYe 2 oft Washington County,Oregon 2019-001716 D Dw 01111/2019 11:17:21 AM File No.: 18-237996 Stn=6 M FERNANDES $15.00$11.00$5.00$60.00$323.00 $414.00 Grantor I,Richard Hobermcht,Director of Assessment and Taxation and Ex, Elizabeth Peterson Ogklo County Clerk for Washington county,Oregon,do hereby 12530 SW Brookside Avenue certify that me within instrument of writing was received and recorded in the book of records of said county. -Tigard,OR 97223 Grantee Richard Hobernichl,Director of Assessment and Taxation, Ex-Officio Steven Timothy Arms and Emily Clare Arms 3280 SW 170th Avenue,Apt.#2815 Beaverton OR 97003 After recording return to Steven Timothy Arms and Emily Clare Arms 12530 SW Brookside Avenue -Tigard,OR 97223 Until requested,all tax statements shall be sent to Steven Timothy Arms and Emily Clare Arms 12530 SW Brookside Avenue Tigard,OR 97223 Tax Acct Nos: 2S 1028C-00111 R463368 _ Reserved for Recorder's Use STATUTORY WARRANTY DEED Elizabeth K. Peterson, who aquired title as Elizabeth Eggers, Grantor(s) convey and warrant to Steven Timothy Arms and Emily Clare Arms, as tenants by the entirety, Grantee(s), the real property described in the attached Exhibit A, free of encumbrances EXCEPT covenants, conditions, restrictions, easements, Gm Gm and encumbrances of record as of the date hereof. The true consideration for this conveyance is $323,000.00. (Here comply with requirements of ORS 93.030) BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD V�+ INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009,AND SECTIONS 2 TO 7, CHAPTER 8, OREGON LAWS 2010. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT,THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 OR 215.010, TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930, AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009 AND SECTIONS 2 TO 7,CHAPTER 8,OREGON LAWS 2010. Page 1 of 3 Executed this O day of January,2019 EIU&ft Pebarson STATE OF OREGON COUNTY OF TC?"�U - This in ent was acknowladtled me this day of January, 2019 by Elizabeth Peterson. "nfk4lc for Oregon t 3 MY C44T Ion Expires: OFFKVLAMP JESSICA A.� ABARNETT rWNorARYPU0LV oREooN COMMISSION NOL 946973 Mremmsaeocemimmy3i,naso Pape 2 of 3 EXHIBIT"A" LEGAL DESCRIPTION Lot 10, Walnut Acres, in the City of Tigard, County of Washington and State of Oregon. Excepting therefrom the Southwesterly 5 feet thereof as determined by a line drawn parallel with and 5 feet Northeasterly of the Southwesterly line of said lot. Page 3 of 3 Submittal January 8', 2020 i M RECEIVED City of Tigard JAN 0 8 2020 December 23`d, 2019 CITY OF TIGARD PLANNING/ENGINEERING Permit-It LLC Attn:Kirsten Lyons 1436 A Street,Suite 106 Washougal,WA 98671 Project: Arms ADU Site: 12530 SW Brookside Avenue (WCTM 2S102BC,Tax Lot 00111) Land Use File: ADU2019-00016 Dear Ms. Lyons, The City received the above referenced application on December IS',2019. Staff has evaluated your application for completeness against Tigard's submittal requirements and determined that additional information is required. I. Completeness Items In order for your application to be deemed complete,please submit the following items: 1. Narrative • Please confirm that the applicant has not requested any modifications to the Wolf IndustriesModelB ADU structure 2. Site Plan • On 8 1/2" x 11" or 11 x 17" paper,please submit a scaled drawing of the site plan i. All dimensions called out on the site plan need to accurate (see attached) ii. The ADU needs to be labeled with a width of 10 feet 3 inches and alength of 30 feet 4 inches for an area of 310.9 square feet because those are the dimensions shown in the building plans 3. Building Plans • Please submit building plans that are drawn to scale • Please label the height on the plans II. Completeness Options This letter contains the completeness review from all relevant City Departments. Please be advised that no further action will be taken on your application until one of the following events occurs: (1) you submit all completeness items, (2)you submit some completeness items and request that the City deem your application complete, or (3) you submit no completeness items and request that the City 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 0 www.tigard-or.gov Determination of Completeness Page 2 band Use File ADU2019-00016 deem your application complete. Once your application is deemed complete, staff will review your application for approvability. III. When Your Application Becomes Void Per ORS 227.178, your application will be void if one of the three actions listed above is not taken within 180 days of the date you submitted your application.The date on which your application would become void is June 15', 2020. Please be aware that application fees are non-refundable. If an application becomes void, the City may retain some or all of the related application deposits. If you have any questions or concerns, please feel free to contact me at (503) 718-2450 or SamuelQ2ti2a^ rd�-ongov. Sincerely, C Samuel Copelan Assistant Planner RECEIVED December 30th, 2019 JAN 0 8 2020 Letter of Incompleteness Response CITY OF TIGARD PLANNING/ENGINEERING 12530 SW Brookside Avenue (WCTM 2S102BC,Tax Lot 00111) Land Use File:ADU2019-00016 To Samuel Copelan, Please see the response to the Letter of Incompleteness for Land Use File ADU2019-00016. Please note that we have not requested any modifications to the Wolf Industries Model B ADU structure. Included you will find the following: 1. Copy of the Letter of Incompleteness 2. Copy of the original submitted site plan with your red lined notes 3. Updated site plan that is to engineered scale 1" =20'.This site plan also shows the exact dimensions of the ADU,called out in the building plans. 4. Sheet A8 from the building plans that call out the height of the structure.This sheet is included in the original plan set submitted on Dec. 18'as well. Please let me know if you need any additional information. Thank you, Kirsten Lyons Permit-It, LLC 1436 A Street, Suite 105 Washougal, WA 98671 (360) 977-0446 Contact: Kirsten Lyons kirsten permit-it.com PROPERTY OWNER Steven Arms 12530 SW Brookside Ave Tigard,OR 97223 PROPERTY ADDRESS 12530 SW BROOKSIDE AVE TIGARD,OR 97223 __SW BROOKSIDE AVE RECEIVE` C/ Property ID:2S1026C00111 i County:Washington I G JAN 0 g 2020 TY F TIGARD E- 178' PLANNNG State:OR /ENGINEERINC PROJECT INFORMATION OR BCD Approved Prefabricated Structure by Wolf Industries Permitted as and ADU �t, •``; � _ Coverage: Existing structures- 1032 s.f. Existing paving/hardscape-250 s.f. %7 21'-5" 57$" } \ New structures-300 s.f. New pavingthardscape-15 s.f. E- 179' \ Total imperivious coverage- 1597 s.f. i \ Lot size-9037 s.f. 15'-3" Coverage-18% EXISTING SINGLE FANNLY �, 1+t�-0" \ RESIDENCE �n ` h n«� CONTACT INFORMATION 1032 SQ FT 7'-0" A \ 34' a \ Permit4t,LLC Kirsten Lyons 1436 A Street,Suite 105 \ PpFtCN o \ , Washougal,WA 98671 29'-9" -6" C. \ 5'-0" E- 178' (360)326-8870 x204 5' \ — 25'-0" kirsten@permit-it.com G ro 110'-6" 5' SILT FENCE LEGEND FFE- 179.5' — — PROPERTY LINE --------- SETBACK i GAS i POWER i 77'-4" SEWER i WATER 1-0 -Off SURFACE: -0" DASPHALT/CONCRETE/GRAVEL EX OVERHEAD POWER LINE E-17 SITE PLAN SCALE: 1 " = 20' NOTES: -Public sewer connection-no on site septic -Public water connection-no on site well Submittal December 18', 2019 RECEIVED Land Use Application for Accessory Dwelling Unit DEC 18 2019 12530 SW Brookside Ave. GI7Y ut- i i6i HD PLANNINGIENGINEERINO Tigard, OR 97223 To whom it may concern, This proposed accessory dwelling unit,ADU,will be placed on a lot in the R-4.5 zone.This zone allows for detached accessory dwelling units.The site is 9,037 square feet in size with an existing 960 square foot single family residence with attached garage. This proposed plan will add an additional dwelling unit on the property.This unit will be a 313 square foot Wolf Industries modular home placed on a concrete stem wall foundation.This home will be used as a single-family residence.The existing home will remain a single-family residence. The site plan shows that the ADU will meet the setback requirements on the lot.The ADU is also over 5 feet from the existing home, meeting the requirements of distance between structures.The lot is flat and does not require any grading.The ADU will connect to existing utility service on the property. Thank you, Kirsten Lyons Permit-It, LLC 360-326-8870 ext. 204 kirsten@permit-it.com RECEIVED DEC 18 2019 Project Narrative CITY OF TIGARD Arms Accessory Dwelling Unit PLANNING/ENGINEERING 12530 SW Brookside Ave. Tigard, OR 97223 The intent of property owner,Steven Arms,is to add a detached 313 square foot Wolf Industries modular home as an accessory dwelling unit at property address; 12530 SW Brookside Ave.,Tigard OR 97223. This property is zoned R-4.5.This zone allows detached accessory dwelling units per TABLE 18.510.1 USE TABLE Accessory Dwelling Unit Standards, 18.220.040 A. 1 & 2: Maximum of 1 accessory dwelling units allowed per single detached house.We meet this standard through proposing only 1 new dwelling unit in this single detached house. B. 2: Maximum size allowed is 800 square feet.We meet this standard through a smaller size unit, 313 square feet. C. 1: Maximum height allowed is 25 feet.We meet this standard with a height of 13 feet. D. Setbacks:we meet this standard by meeting the setbacks listed in Table 18.290.1.: Front: 20' Street Side: 15' Side: 5' Rear: 15' OR 5' as allowed for a detached accessory dwelling unit E. Entrances: N/A, not attached F. 1. Lots within 2500 feet of a right of way that includes transit service are exempt from providing 1 off street parking space.This property is roughly 300 feet from the nearest transit stop located at SW Watkin Ave. and SW Walnut St. G. Home Occupation: N/A, no type II home occupation H. Accessory Dwelling units in Accessory Structures: N/A, not in an accessory structure PROPERTY OWNER Steven Arms 12530 SW Brookside Ave Tigard, OR 97223 J� PROPERTY ADDRESS DEC 18 2019 CITY OF TIGARL) 12530 SW BROOKSIDE AVE PLANNING/ENGINEERING O TIGARD, OR 97223 _SW o4- � yam' Property ID: 2S1026C00111 County:Washington / State: OR E - 178' PROJECT INFORMATION OR BCD Approved Prefabricated Structure by Wolf Industries Y. Permitted as and ADU 4 i"O, Coverage: \ Existing structures - 1032 s.f. • Existing paving/hardscape-250 s.f. %7 21'-5" 57-8" \ New structures-300 s.f. �6 \ New paving/hardscape- 15 s.f. E - 179' �, \ Total imperivious coverage- 1597 s.f. 15' m /�� A \ � 59'-10" < Lot size-9037 s.f. cy' EXISTING SINGLE FAMILY 7'y 1 '-0" 15' Coverage- 18 % \ RESIDENCE Cr \ `j nti� CONTACT INFORMATION \\\ 1032 SC FT 7'-0" \ �t \ 34' \ o Permit-It, LLC Kirsten Lyons \ 1 1436 A Street, Suite 105 \ \ 6" PORCH c \\ 5'-0" Washougal, WA 98671 29'-9" E - 178' (360)326-8870 x204 5' \ 25'-0" kirsten@permit-it.com G 110'-6" \\ 55' SILT FENCE LEGEND \\ i FFE - 179.5' – – PROPERTY LINE \ i --------- SETBACK \ GAS 7T-4" POWER — SEWER \ i WATER 5'-0 �" PERVIOUS SURFACE: ASPHALT/CONCRETE/GRAVEL EX OVERHEAD POWER LINE E - 179 SITE PLAN SCALE: 1 " = 20' NOTES: -Public sewer connection -no on site septic -Public water connection - no on site well PROPERTY OWNER Steven Arms 12530 SW Brookside Ave Tigard, OR 97223 ��" '� J� PROPERTY ADDRESS DEC 18 277019 12530 SW BROOKSIDE AVE CITY OF TIGARD O TIGARD, OR 97223 _.SW PLANNING;ENGINEERING Property ID: 2S102BC001 11 i County: Washington / State: OR E - 178' PROJECT INFORMATION OR BCD Approved Prefabricated Structure by Wolf Industries Y. 0, Permitted as and ADU Coverage: \ Existing structures- 1032 s.f. Existingavin /hardsca 21'-5" 57'-8" \ New structures -300 s.f.. -250 s.f. 0, \\ O New paving/hardscape- 15 s.f. E- 179' i U, '� Total imperivious coverage- 1597 s.f. 51-0" A \\ �. 59'-10" \ Lot size- 9037 s.f. / v \ 15'-3" Coverage- 18 % EXISTING SINGLE FAMILY 1 '-0" \\ RESIDENCE M, \ 1032 SQ FT7._0" 7- \ \ CONTACT INFORMATION \\ a \ 1 Permit-It, LLC \ c 3040" Kirsten Lyons \ \ 1 1436 A Street, Suite 105 \ \ _g" PORCH \\ 15'-0" Washougal, WA 98671 29'_9" E - 178' (360) 326-8870 x204 5' \ 25'-0" g i' ' kirsten@permit-it.com 110'-6" \\ 5', SILT FENCE LEGEND FIFE- 179.5' — — PROPERTY LINE \ i --------- SETBACK \\ / GAS 7TPOWER H" ---- SEWER \ i WATER PERVIOUS SURFACE: 6-04 ASPHALT/CONCRETE/GRAVEL EX OVERHEAD POWER LINE E 179 SITE PLAN SCALE: 1 " = 20' NOTES: -Public sewer connection - no on site septic -Public water connection -no on site well 0 0 0 0 0 0 ° General Notes ° 0 HOLD DOWN AND ANCHOR PER ENGINEER OF RECORD SIMPSON MASA(OR ANCHOR BOLT)PER ENGINEER OF RECORD FLOOR STRUCTURE 60 v -PROVIDE VENTS PER R408.1: 1 SF PER 150 SF UNDER-FLOOR SPACE AREA,AND(1)VENT WITHIN 3'OF EACH CORNER -PROVIDE ACCESS PER R408.4: MIN 16"x24"OPENING z 0 0 z FINISHED GRADE, SLOPE 00 o AWAY FROM BUILDING W L LL rn D INSULATED WATER SUPPLY PIPE WHERE OCCURS Cn � h O Cr LL ao U 0 O 04 J \ Z `~ POLYETHYLENE VAPOR BARRIER ON SUBGRADE Firm Name and Address Wolf Industries 1511 SE 4th Ave PRESCRIPTIVE FOOTING AND STEMWALL Battle Ground,WA 98604 6"THICK x 12"WIDE FOOTING W/(1)#4 HORIZ CONT 6"THICK x MAX 48"TALL FOUNDATION W1(1)#4 HORIZ CONT #4 VERTS W/6" HOOK AT 48"OC(MAY BE OMITTED IF FOUNDATION WALL IS POURED MONOTHICALLY WITH FOOTING) Project Name and Address D 1 TYPICAL PERIMETER DETAIL AT FOUNDATION Project Sheet Scale: N.A. -Date D 1 Scale N.A. a� 'c 0 General Notes RADON VEN1 PIPE, ROUTED THROUGH CONDITIONED SPACE FLOOR STRUCTURE UNDER-FLOOR SPACE m o POLYETHYLENE VAPOR BARRIER Q) SEAL AROUND RADON VENT PIPE 0 v `o v 0 0 SUBGRADE 00 0 N 3"TEE FITTING N Firm Name and Address Wolf Industries 1511 SE 4th Ave Battle Ground,WA 98604 Project Name and Address TYPICAL RADON VENT DETAIL Project Sheet Scale: N.A. Date D Scale N.A. v c 0 0 PROPERTY OWNER RECEIVED Steven Arms 12530 SW Brookside Ave DEC 18 2019 Tigard, OR 97223 CIT Y J� PROPERTY ADDRESS PLANPJINf I�RlG 12530 SW BROOKSIDE AVE O TIGARD, OR 97223 _SW 9RGQ4VE � Property ID:2S102BC00111 i County:Washington / State: OR E- 178' PROJECT INFORMATION OR BCD Approved Prefabricated Structure by Wolf Industries • 0' Permitted as and ADU Coverage: \ Existing structures-1032 s.f. Existing 21'-5" 57-8 \ New structures-300 S fpe-250 s.f. . m� \\ �T� New paving/hardscape-15 s.f. E- 179' 15'-0" i N� \ �9 Total imperivious coverage- 1597 s.f. i i \ 59'-10' < Lot size-9037 s.f. / \ Coverage-18%" EXISTING SINGLE FAMILY $ �1 '-0" 15�\ RESIDENCE m \ 1032 SO Fr T-0„ \ \ CONTACT INFORMATION 34' \ o \ Permit-It, LLC \ 0 3040" 1 Kirsten Lyons \ 1 1436 A Street, Suite 105 PORCH o \ Washougal,WA 98671 29'-9n '-6" v \` y 5-0" E- 178' (360)326-8870 x204 5 25'-0" r I kirsten@permit-it.com � � o 110'-6" �\ 5' SILT FENCE LEGEND i FFE-179.5' — – – PROPERTY LINE --------- SETBACK GAS — 77 POWER 4 — SEWER i WATER 5'-0' PERVIOUS SURFACE: 0 ASPHALT/CONCRETE/GRAVEL EX OVERHEAD POWER LINE E- 179 SITE PLAN NOTES: SCALE: 1 " = 20' -Public sewer connection-no on site septic -Public water connection-no on site well PROPERTY OWNER R rIC EE I v,r t® Steven Arms t 12530 SW Brookside Ave DEC 18 2019 Tigard,OR 97223 CITY OF TIGARD J� PROPERTY ADDRESS PLAWW9 i NR6FNEIRIN 12530 SW BROOKSIDE AVE TIGARD. OR 97223 O JSW BFt9AK8IBE,4NE Property ID: 2S1026C00111 5 County: Washington / State: OR E- 178' PROJECT INFORMATION OR BCD Approved Prefabricated Structure by Wolf Industries Permitted as and ADU Coverage: ♦ Existing structures- 1032 s.f. Existing paving(hardscape-250 s.f. 57'-8" 21'-5" New structures-300 s.f. i' \ m \ O New paving/hardscape- 15 s.f. E-179' \\ X Total imperivious coverage- 1597 s.f. 15'-0" i \ 59'-10" Lot size-9037 s.f. / p 1 '-0 15'-3" Coverage- 18 Wo EXISTING SINGLE FAMILY y ♦♦♦ RESIDENCE m z \ CONTACT INFORMATION 032 sQ FT 7'-0" m ♦♦♦ o \\ Permit-It,LLC ♦ 0 3040" Kirsten Lyons ♦ ; \ 1436 A Street,Suite 105 ♦ 40pGH o \ Washougal,WA 98671 ♦ 29-9" _6" \\�/15-0" �— E- 178' (360)326-8870 x204 5' 25'-0' y T kirsten@permit-it.com ♦ � o 110'-6" ♦♦ 5' SILT FENCE LEGEND ♦ i FFE- 179.5' — - - — PROPERTY LINE ♦♦ �� --------- SETBACK ♦ GAS i POWER ♦ 77'-4" SEWER ♦♦ -- -� WATER 5'-0' PERVIOUS SURFACE: 0" CD ASPHALT/CONCRETEIGRAVEL EX OVERHEAD POWER LINE E- 179 SITE PLAN SCALE: 1 " = 20' NOTES: -Public sewer connection -no on site septic -Public water connection-no on site well PROPERTY OWNER RECEIVED Steven Arms 12530 SW Brookside Ave DEC 18 2019 Tigard, OR 97223 CITY OF TIGARD J� PROPERTY ADDRESS PLAN NINGJENGINEERING C 12530 SW BROOKSIDE AVE O TIGARD, OR 97223 y Property ID:2S102BC00111 County:Washington / State:OR E- 178' PROJECT INFORMATION •` OR BCD Approved Prefabricated Structure by Wolf Industries ' 0' Permitted as and ADU Coverage: Existing structures- 1032 s.f. r Existing paving/hardscape-250 s.f. 57-8 21'-5" New structures-300 s.f. �� \ m \ O New paving/hardscape- 15 s.f. E-179' �� x \ Total imperivious coverage- 1597 s.f. 15,-0" N� \\ � 59-10 � a / Lot size-9037 s.f. 1 15-33 Coverage- 18% EXISTING SINGLE FAMILY y \\� 1032 RESIDENCE FT m 2 \ \ CONTACT INFORMATION T-0" m Permit-It, LLC 0 3040^ , Kirsten Lyons \ 1436 A Street, Suite 105 PpFtGH °o \ 1 Washougal,WA 98671 29'-9" -6" 1 \ i 15'-0" E- 178' (360)326-8870 x204 5 25'-0" v / kirsten@permit-it.com a 110'-6" \ 5' SILT FENCE LEGEND FIFE- 179.5' — – – — PROPERTY LINE \\ �� --------- SETBACK GAS i — POWER i 77,4„ SEWER \\ WATER T-0PERVIOUS SURFACE: C-0 • • ASPHALT/CONCRETE/GRAVEL EX OVERHEAD POWER LINE E- 179 SITE PLAN SCALE: 1 " = 20' NOTES: -Public sewer connection-no on site septic -Public water connection-no on site well ® R E C E V E G www.tvfr.com Tualatin Valley DEC 18 2019 CITY OF TIGARD Fire & Rescue PLANNING/ENGINEERING December 9, 2019 Kirsten Lyons Account Manager Permit-it, LLC Re: Service Provider Letter 12530 SW Brookside Ave. Tigard OR Tualatin Valley Fire and Rescue provides Fire protection and emergency services to the address of 12530 SW Brookside Ave. Tigard Or 97223 If you have questions or need further clarification, please feel free to contact me at 503-259-1504. Sincerely, P44v,, W.6W John Wolff Deputy Fire Marshal II John.wolff@tvfr.com Cc: A full copy of the New Construction Fire Code Applications Guide for Residential Development is available at http://w\ivw.tvfr.com/DocumentCenterNiew/1438 Command and Business Operations Center and South Operating Center Training Center North Operating Center 8445 SW Elligsen Road 12400 SW Tonquin Road 11945 SW 70th Avenue Wilsonville,Oregon Sherwood,Oregon Tigard,Oregon 97223-9196 97070-9641 97140-9734 503-649-8577 503-259-1500 503-259-1600 RECEIVED DEC 18 2019 CITY OF TIGARD PLANNING/ENGINEERING PROJECT DESCRIPTION: Provide analysis and design for the new wood framed single story tiny home, 10' wide x 30' long. Standard wood framed design with rafter and collar tie construction and solid wood joist floor. Lateral forces induced by wind and/or seismic loads will be resisted via horizontally sheathed roof diaphragm and vertically sheathed shearwalls that carry loads down to concrete foundations as needed. CONTENTS: Sample Plans/Elevations/Sections P-11P-4 Lateral Force Analysis LFA-1/LFA-11 Framing Design F-1/F-24 PROFF INFF scS'jO c rJ 5 54 cc �- 0 ON v ✓ C Y i 3, ON PIKES: f/30/2020 g 0 0 o � e 1 8 g 0 N P-3 u 0 0 0 0 O 0 P-4 JS STRUCTURALy PLLC 11815 NE f135b Street,Ste fU4 Vancouver,WA 98661 c. 360.901.6463 WOLF INDUSTRIES 360.86ss331 TINY HOUSE MODEL JS Project No.: 17-105 LFA-1/ g BUILDING FORCES: • International Building Code 2015 /ASCE 7-10 Simplified Wind: 145 mph-3 second Gust(LRFD) Exposure Type 'B' Equivalent Lateral Force Procedure: Ss = 1.360g S1 = 0.542g R = 6.5 1 = 1.0 Soil Type = 'D' SDC = 'D' Sds = 0.906g • Typical Plate Height = 8'-0" Sd1 = 0.5428 • Roof Slope = 8:12 === 32` • Mean Roof Height, hn= 8' + 6/2' = 11' • a = 0.4 (hn) OR a = 0.1 (Least Dimension) BUT NOT LESS THAN 3' a = 0.4(11') OR a = 0.1(12') a = 4.4' OR a = 1.2' 3' CONTROLS a = 3' 2a = 6' A = End Zone of Wall = 25.7 psf B = End Zone of Roof= 17.6 psf C = Interior Zone of Wall = 20.4 psf D = Interior Zone of Roof= 14.Opsf y = 1.0 A' = End Zone of Wall = psf B' = End Zone of Roof= psf C' = Interior Zone of Wall = psf D' = Interior Zone of Roof= psf 8/30/2017 Desi n Maps aps Summary Report ELM Design Maps Summary Report User-Specified Input Report Title WOLF INDUSTRIES_TINY HOUSE PROJECT Wed August 30,2017 18:07:31 UTC Lfy�•Z. Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2006) Site Coordinates 45.637170N, 122.67805aW Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III { 1. Y 100 4 r W f_ w AD USGS-Provided Output Ss = 0.932 g SMS = 1.051 g Sos = 0.700 g Sl = 0.405 g SM1 = 0.646 g Sol = 0.431 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCERREs;uanse Spectrum Oesscxl Raspnnse Sptttrum 0 072 453 1QG 0 al. rn a�7 acv P r Ql Q O.e9 N a=. us: 133 Q2C CL 0 10 411 aue aai Q03 rA 2V 0G7 Qt r1 a� +� I.bJ 1.03 Lw 2:13 am 221 QV7 0G3 aL I.a7 i.t I.7tl It! 17-2-101 Ptr:o:t T(sec) parwq T(set) Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. haps://earthquake.usgs.gov/cn2/designmaps/us/summary.php?template=minimal&latitude-45.6371743411045&iongltude=122.67805173509713&site... 1/1 !S•� LFA-3 Wind Force Resisting System—Method 1 hs 60 ft. 'FYQare 6-2 Design Wind Pressures EaCiosed Buildings WAS,& Roofs F o H, ,!' 0 Transverse \ y 0C �• Longitudinal Notes: 1. Pressures shown are applied to the horizontal and vertical projections,for exposure B,at b-30 ft MIMI 1=1.0,and YC =1.0. Adjust to other conditions using Equation 6-I. 2. The load patterns shown shall be applied to each conger of the building in tum as the r 3. For the eference comer.(See Figure 6-10) design of the longitudinal MWP)2S use 8-0°,and locate the zone E/F,G/H at the mid-1 4. Load roues 1 and 2 must be checked for 250<B 5 45°. Toad case 2 at 250 is d only for eebet of the 5.to ug 5. Plus and mime signssignify provided res, for eoIntdvpAlation between 25 to 30, !�R'l meting toward and away froth the projected surfaces,rrspecavely. 6. For roof slopes other than those shown,lium interpolation is permitted, T. The total horizontal load shall not be less than that determined by assuming ps-0 in zoacs B&D. 8, The zone Pressures represent the following: Horizontal Pres"m zones—Sum of the windward and leeward net(sum of internal and external)pressures on vurticel Projection of: A- End zone of wall C- Interior zone of wall B- End zone of roof D- Interior zone of roof Vertical pressure zones—Piet(sum of internal and external)Pressures on horizontal projection of E- End zone of windward roof G- Interior zone of windward roof F- End zone of leeward roof H- Interior zone of leeward roof 9. Where zone E or G falls on a roof overhang oa the windward side of the building,use F,,,,and Goa for the pressure on ttre horizontal projection of the overhang. Ovmbangs on the leeward and side edges shall have the basic zone pressure applied 10. Notation; o: 10 Percent of)east horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). A,' Mean roof height,in fret(meters),except that cave height,shall be used for roof angles<10 . 8: Angle of plane of roof from hotimntal,in degrees. JM Design Loads for Bulldings and Other Structures 37 Main Wind Force Resisting System-MethEdISE h5 60 ft Figure 6-2(cont'd) Design Wind Enclosed Buildings Walls & Roofs LFA-4 SIMPllfied Design Wind Pressure,p.30(psf) (Exposure 8 at h=301t.,xn= 1.0,1vth 1=1.0) Zones Basic Wind Roof A Speed Angle Horizontal Pressures Vertical Pleasures Overhangs (mph) (degrees) A B C D El F Gq0 to 5° 1 11.5 -5.9 7.6 -3.5 -7.8 -9.6 -6.1 -19.3 -15.1 10° 1 12.9 5.4 8.6 3.1 -13.8 -8.4 9.6 6.5 1±199:33. q 15° 1 14.4 -4.8 9.6 -2.7 -13.6 9.0 9.6 6.9 3 85 20` 1 159 -4.2 10.6 -2.3 -13.8 -9.6 96 1 250 1 14.4 2.3 10.4 2.4 -6.4 .8.7 -4.6 -7.0 •11.9 -10.1 2 ----- ----- --- -2.4 1 .4.7 ---- 30 to 45 1 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 -6.7 -4.5 -5.2 2 12.9 8.8 10.2 7.0 5.0 -3.9 4.3 -2.8 -4.5 -5.2 0105, 1 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 106 1 14.5 -6.0 9.6 •3.5 15.4 .9.4 10.7 7.2 -21.6 •16.9 150 1 1617 1 -5.4 10.7 •3.0 •15.4 -10.1 -10.7 -1.7 -21.6 1 -16.9 90 200 1 17.8 -4.7 11.9 -2.6 •15.4 •10.7 •10.7 -8.1 21.6 16.9 25° 1 16.1 2.6 11.7 2.7 -7.2 -9.a -5.2 -7.8 •13.3 •11.4 2 -..-•- •`-`- Z.7 -5.3 -0.7 -3.4 30 to 45 1 14.4 9.9 11.5 7.9 1.1 •8.8 0.4 -7.5 --5.1 •5.8 2 14.4 9.9 11.5 7.9 5.8 •4.3 4.8 -3.1 -5.1 -5.8 0 to 5° 1 15.9 •8.2 10.5 -4.9 .19.1 -10.8 -13.9 -8.4 -26.7 -20.9 100 1 17.9 -7.4 11.9 -4.3 •19.1 -11.6 -13.3 •8.9 •26.7 -20.9 150 1 19.9 6.6 13.3 -3.8 -19.1 -12.4 13.3 -9.5 -26.7 -20.9 20° 1 22.0 5.8 ta.6 -3.2 9.1 13.3 -13.3 -10.1 -26.7 -20.9 100 250 1 19.9 3.2 14.4 3.3 -8.8 -12.0 .6.4 -9.7 •16.5 -14.0 2 _.- --- -3.4 -6.6 -0.9 -4.2 •--- -- 30t045 1 77.8 12.2 14.2 9.8 1.4 -10.8 0.5 -9.3 $.3 •7.2 2 17.8 12.2 14.2 9.8 6.9 •5.3 5.9 -3.8 -6.3 -7.2 0 t0 5° 1 17.5 -9.0 11.6 -5.4 •21.1 -11.9 -14.7 -9.3 -29.4 -23.0 10° 1 19.7 -6.2 13.1 -4.7 -21.1 -12.8 -14.7 -9.8 -29.4 -23.0 159 1 21.9 -7.3 14.7 -4.2 -21.1 •13.7 -14.7 •10.5 -29.4 -23.0 105 20° 1 24.3 8.4 t6.t -3.5 -21.1 -14.7 -14.7 -11.1 -29.4 -23.0 25° 1 21.9 3.5 15.9 3.5 -9.7 •13.2 -7.1 •10.7 -18.2 •15.4 2 "--" --- -- -3.7 -7.3 -1.0 -4.6 30 to 45 1 19.6 13.5 15.7 10.8 1.5 -11.9 0.6 -10.3 -6.9 -7.9 2 19.6 13.5 15.7 10.8 7.6 -5.8 6.5 .4.2 -5.9 •7.9 0 to 51 1 19.2 -10.012.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 1 21.6 -9.0 14.4 3.2 -23.1 -14.1 -16.0 -10.8 -92.3 -25.3 5° 1 24.1 -8.0 16.0 -4.6 -23.1 -15.1 -16.0 -11.5 -32.3 -25.3 110 20° 1 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 259 1 24.1 3.9 17 4.0 -10.7 -14.6 -7,7 .11.7 -19.9 -17,0 2 --- -- -• ----- -4.1 -7.9 -1.1 -5.1 --- ----- 301045 1 21.6 14.8 17.2 11.8 1.7 -13.1 0.6 -11.3 -7.6 •8.7 2 21.6 14.8 17.2 11.8 8.3 -6.5 7.2 -4.6 •7.6 47 0 to 50 1 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 1 -12.1 ,98.4 •30.1 10° 1 25.8 •10.7 17.1 -6.2 -27.4 -16.8 -19.1 -12.9 -38.4 -30.1 15° 1 28.7 -9.5 19.1 5.4 -27.4 1 -17.9 -19.1 .13.7 -38.4 -30.1 1.10 20° 1 31.6 -8.3 21.1 d.6 -27.4 -19.1 -19.7 -14.5 -38.4 -30.1 25° 1 26.6 4.6 20.7 4.7 12.7 7.3 •9.2 13.9 -23.7 20.2 2 --. v._ -4.8 -9.4 -1.3 -6.0 -- ..- 30 to 45 1 25.7 17.6 20.4 14.0 2.0 -15.6 0.7 •13.4 -9.0 -10.3 2 25.1 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 •9.0 •10.3 Unit Conversions-1.0 ft=0.3048 m; 1.0 Psf -0.0479 kN/m 2 38 ASCE 7-o5 LFA-5 Main Wind Force Resisting System—Method 1 h 5 60 ft. Figure 6-2(conVd) Design Wind Pressures Enclosed Buildings Walls & Roofs Adjustment Factor for Building Height and Exposure, X Mean roof Exposure -height ft B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 40 ASCE 7-05 �.G �L N �� i i i ( �2 I �� I I I i I I I I I - I I � �2 i r2 w y �p �._ L�� r CLIENT PROJECT_ TINY HOUSE-MnDEi a BY JES DATE AUGUST 7. 2017 S T R U C T U R A L PROJECT NO. _ SHEET OF 11815 NE 113th St,Ste.104•Vancouver,WA 98662 Office 360.8835331 Mobile 360.901.6463 - -i -- __ i I - -t--It i i -� i i I _ Imo — �+,� _ I I I mim�maw �.. - Aj- I 1 - f . 7 Ld I I � , 1116 CLIENT PROJECTTINY HOUS€ M Q061 ev JES DATE AUGUST 7 2017 S T R U C T U R A L PROJECT NO. _ SHEETWML'F' OF 11815 NE 113th St,Ste.104•Vancouver,WA 98662 Office 360.883.5331 Mobile 360.901.6463 ISi T r mo_I I f-- t T-a-- - '� k--s- ! I I - -- i iI —OF- let ! -t- r � I � I I � i j L 6L k14•� _ -Igo- - J..3i$4 ar zUOI i 4 `x �- -� LAi i - f--f+ I .S^trQ� - i ; i i ! �! J IBC Shearwall Design - PERFORATED SHEARWALL Per 2305.3.7.2 Table 2305.3.7.2 Sheer Reshfanc t Ad deal Factor Co r FULL N410M MEATH1r10 Mexmum Opening el ht %Full HI 33% 50% 67% 1 83% 100% Sheathing H/3 f112 21-16 5Hl8 H 10% 1 0.69 0AN.53 0.43 0.36 f�i 20% 1 0.70.56 02 .45 0.38 y 3096 1 0.744 0.59 0 49 0.42 40°h 1 0.77 0.63 0,53 0.45 57 < o ��/ j/� i 50% 1 0.8 0.67 0. D5 3 '�/ / 6096 1 0.93 0.71 0.63 0.561 J, /`/ /, 70% 1 0.87 0.77 0.69 0.83 80% 1 0.91 0.83 0.77 0.71 90% 1 0.95 0.91 0.87 0.83 �i- 100% 1 1 1 1 1 NAIL LEM".w v= V/C0j Wind or Selmlc(S Controls? W T-_ vm Mexlmum Sheerwall Ratio3.5 (�(� FWI Ha o/Well 8 9 t0 11 12 Min.WIdM of 9heWrweB 8 merR 2.29 2.57 2.06 3.14 7 3.43 Sneer Helght of Total Length Sum of Full Mae Opening %Full %Max I Unit unat a Wee of Wall Height Sheath, Hal Height Opening Shear" waw End Wall v H L Iu No SheatWQ Heght Co v Shearwa0 T Holdown° IdentiGcatgn Ib R R fl R % % Type Ib Wall W7 T75 8 30 19 870 0.63 0.84 0.54 73 q 553 CORNER DETAIL WWO W7 775 8 30 20 4.00 0.87 0.50 0.43 47 A 373 CORNER DETAIL WWII WA 2,045 8 10 B 3.00 0.80 0.38 0.41 381 8 2248 MSTCM40MSTG40 Wall WB 2,D48 8 10 5 1.50 O.SO 0.19 1 404 C 3274 MSTCM401,111l Boll e3IV/0t WW kt3rvrol sofvml 11OIV/o1 kOlVrol ayaw 115Nro1 fill kDlvro! korvrol WW evil NDFV/Ol aDlvro! kDlvro! WW mm kWMI LD Viol lvm!l al WW 4Dnrrovrot l kol kDlvrol *Dlvol WW kavrol kavrol kDIV/O! kDN/0! WW ODNro1 kl3rvrol kDIVro! ill mm xmfol kotvrol PertbMted Sheers""Notes Sea Attached Shearwell Schedule 'Sea Attached Holdown Schedule Maximum Allowable Shaer shall not exceed 490 IrT Perforated Shearmall at1611 not exceed 20'in neigh s A Perforated Snearxell segment shall be located at each and or ahaarwall CLIENT \a()I PROJECT :t3 tgr!:( +0111A rz- ::r s BY DATE 63 5 T R U C T U R A L PROJECT NO. SHEET OF 11815 NEI 13thstste.104 -Vancouver,WA 98b62 Office 360.BB3.5331 Mobile 360.901.6463 Ad in 'T 46 94- T 4 C* rb��- I -ei :mtsl- 40 061... L--L- A Atf 4A4 f,01+--j 7. - 7-- _ 10 91A, di'l L ;C4 014 1111111 6 I L 7 14 U - -6A-- T" pI k-m A&f- 0 fit IL VIC I :pt V,%pro" s IL4 A CLIENT PROJECT tl`1 1.44 lut%K- "02 ZA, (5 6 ::r s BY DATE S T R U C T U R A L PROJECT NO. SHEET OF 11815 NE 113th St,Ste.I04 •Vancouver,WA98662 •Office 360.883.5331 Mobile 360.901.6463 I f -T Wo" L 7 Purr- 10J- 3� T I:�-i 14 L In s ;put- t -F. II II I II II II � I I c1r. I I II II II II II II I II II ( I II II II II I I II I I I II II I I � I II IIor, il . I I II II II II II II I I Lt I I i i i I 1 I 1 i I I I i - - - - - - - - - - - - -� I I i i I I I I I I I I = �- = I I I I I I kl- r4,t- I CLIENT VOLF INDUS I RIES PROJECT TINY WQI 15;F= AAGDE ::r s BY JES DATE AUGUST 7, 2017 5 T R U C T U R A L PROJECT NO. SHEET R OF 11615 NE 113thSt,Ste.104-Vancouver,WA98662 Office 360.883.5331 Mobile 360.901.6463 -4� op I6 i ---w10*1 14 f4 IAJ 7- 4- KOO ---_---- 77 +AxtafiU111 ............ �Uv %!qtI .71 7- or ek.1 r-4 A- 11C �fi .41 CLIENT VVutt- INDUSTRTES--- PROJECT T-1W WQ- R s BY JES DATE AUGUST 7. 2017 S T R U C T U R A L PROJECT NO. SHEET F OF 11815 NE 113th St,Ste.104 •Vanca Liver,WA 98662 Office 360.1183-5331 Mobile 360.901.6463 T T "00, --7 pk '"�{rr �� a j, AAh Z.- 4 C !WLrLA. -L4 Ll 1 tier l • oe 7— AL zrsCLIENT WOLF INDUS I RIES PROJECT TINY WQ_12F=_A.AQQr=I BY JES - DATE-AUGUST 7. 2_017 S T R U C T U R A L PROJECT NO. I SHEET OF 11815 NE 113th St,Ste.104-Vancouver,WA 98662 Office 360.8833331 Mobile 360.901.6463 10 �--! _�- -t_ L- - �---I- f-I oe 10 Ah- L _JA ? -A Pill- oe Project: 17-105.WoIf.Tiny House.Framing l �Yf� vaaa "_,�• Jason Stanek Location:J-1 JS Structural Floor Joist 11815 NE 113th Street Ste 104 [2015 International Building Code(2012 NDS)j ;:= Vancouver,WA 98662 1.5 1N x 7.25 1N x 10.0 FT @ 16 O.C. #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 8!3112017 8:23:59 AM Section Adequate By:48.4% Controlling Factor:Moment DEFLECTIONSen r LOADING DIAGRAM Live Load 0.16 IN Lf762 Dead Load 0.06 in Total Load 0.22 IN L1554 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 267 Ib 267 Ib Dead Load 100 Ib 100 Ib Total Load 367 Ib 367 Ib Bearing Length 0.39 in 0.39 in SUPPORTLOADS A B L ve Load 200 plf 200 pH w Dead Load 75 pit 75 plf to n -— Total Load 275 pIf 275 plf MATERIAL PROPERTIES #2-Douglas-Fir-Larch JOIST DATA Center Base Values Ad6usted Span Length 10 ft Bending Stress: Fb= 900 psi Fb'= 1242 psi Unbraced Length-Top 0 ft Cd=1.00 CF=1.20 Cr=1.15 Unbraced Length-Bottom 0 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Floor sheathing applied to top of joists-top of joists fully braced. Cd=1.00 Floor Duration Factor 1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc-1= 625 psi Fc-1'= 625 psi JOIST LOADING Uniform Floor Loading Center Controlling Moment: 917 ft-Ib Live Load LL= 40 psf 5.0 Ft from left support of span 2(Center Span) Dead Load DL= 15 psf Created by combining all dead loads and live loads on spans)2 Total Load TL= 55 psf Controlling Shear: -323 Ib TL Ad'.For Joist Spacing wT= 73.3 pH At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Recd Provided Section Modulus: 8.86 in3 13.14 in3 Area(Shear): 2.69 int 10.88 in2 Moment of Inertia(deflection): 30.93 In4 47.63 in4 Moment: 917 ft-Ib 1360 ft-Ib Shear: -323 Ib 1305 Ib NOTES Project:17-105.Wolf.Tiny House.Framing 6,° /�YVpage `-----° Jason Stanek b Location:J-2 JS Structural r� Mufti-Loaded Multi-Span Beam 11815 NE 113th Street Ste 104 [2015 International Building Code(2012 NDS)] Vancouver,WA 98662 (3)1.5 IN x 7.25 IN x 10.0 FT #2-Douglas-Fir-Larch-Dry Use S1ruCalc Version 9.0.2.5 8/31/2017 8:55:17 AM Section Adequate By:47.9% Controlling Factor:Moment CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.14 IN U850 Dead Load 0.08 in Total Load 0.22 IN U534 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria: U360 REACTIONS A @ Live Load 622 ib 622 Ib Dead Load 364 ib 364 Ib 1 2 Total Load 986 Ib 986 Ib Bearing Length 0.35 in 0.35 in y BEAM DATA Center Span Length 10 R Unbraced Length-Top 0 ft -- loft — Unbraced Length-Bottom 10 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES M LOADS Conte Uniform Live Load 53 plf #2-Douglas-Fir-Larch Base Values Adausted Uniform Dead Load 20 plf Beam Self Weight 7 plf Bending Stress: Fb= 900 psi FW= 1242 psi Total Uniform Load 80 pif Cd=1.00 CF=1.20 Cr-1.15 Shear Stress: Fv= 180 psi Fv'= 180 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One TWO Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Live Load 357 Ib 357 Ib Comp,-L to Grain: Fc-1= 625 psi Fc-1'- 625 psi Dead Load 229 Ib 229 Ib Location 3 ft 7 ft Controlling Moment: 2759 ft-Ib 5.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 938 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 26.66 in3 39.42 in3 Area(Shear): 7.82 in2 32.63 int Moment of Inertia(deflection): 96.43 in4 142.9 in4 Moment: 2759 ft-Ib 4080 ft-Ib Shear: 938 lb 3915 Ib NOTES Project:17-105.Wolf.Tiny House.Framing ' w4JCage IV-�^ ason Stanek , U Location:B-1 JS Structural Multi-Loaded Multi-Span Beam 11815 NE 113th Street Ste 104 [2015 International Building Code(2012 NDS)] Vancouver,WA 98662 (2)1.5 IN x 7.25 IN x TO FT ' � #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 8/31/2017 8:50:41 AM Section Adequate By:269.9% Controlling Factor:Moment CAUTIONS `Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN 03155 Dead Load 0.01 in Total Load 0.04 IN 02019 Live Load Deflection Criteria:L/240 Total Load Deflection Criteria:0180 REACTIONS 9 @ Live Load 350 Ib 175 Ib Dead Load 192 Ib 104 It, Total Load 542 Ib 279 Ib Bearing Length 0.29 in 0.15 in BEAM DATA nter Span Length 7 ft Unbraced Length-Top 0 ft ___ _ _ _ Unbraced Length-Bottom 7 ft Live Load Duration Factor 1.15 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center #2-Douglas-Fir-Larch Uniform Live Load 0 plf Base Values Adjusted Uniform Dead Load 0 pif Beam Self Weight 5 pif Bending Stress: Fb= 900 psi Fb'= 1242 psi Total Uniform Load 5 plf Cd=1.15 CF=1.20 Shear Stress: Fv= 180 psi Fv'= 207 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.15 Load Number One Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Left Live Load 150 pif Comp.-L to Grain: Fc--L= 625 psi Fc-1'= 625 psi Left Dead Load 75 pif Right Live Load 0 plf Controlling Moment: 735 ft-Ib Right Dead Load 0 plf 3.01 Ft from left support of span 2(Center Span) Load Start 0 ft Created by combining all dead loads and live loads on span(s)2 Load End 7 ft Controlling Shear: 418 Ib Load Length 7 ft At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on Span(s)2 Comparisons with required sections: Read Provided Section Modulus: 7.11 in3 26.28 in3 Area(Shear): 3.03 in2 21.75 in2 Moment of Inertia(deflection): 8.49 in4 95.27 in4 Moment: 735 ft-Ib 2720 ft4b Shear. 418 Ib 3002 lb NOTES Project: 17-105.Woff.Tiny House.F raming Jason Stanek we '. Location:B-2 JS Structural Mufti-Loaded Mufti-Span Beam 11815 NE 113th Street Ste 104 //or [2015 Intemational Building Code(2012 NDS)] j, ," Vancouver,WA 98662 3.5 IN x 11.25 IN x 10.0 Fr #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 8/31/2017 8:50:31 AM Section Adequate By:66.0% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.06 IN U2135 Dead Load 0.03 in Total Load 0.09 IN LJ1376 Live Load Deflection Criteria:LJ360 Total Load Deflection Criteria:0240 REACTIONS A @ Live Load 725 Ib 725 Ib Dead Load 405 Ib 405 Ib Total Load 1130 Ib 1130 Ib Bearing Length 0.52 in 0.52 in BEAM DATA enter Span Length 10 ft ._.. Unbraced Length-Top 0 ft ---_____- Unbraced Length-Bottom 10 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES ElBeam RM LOADS a ter #2-Douglas-Fir-Larch Live Load 0 plf Base Values Adjusted Dead Load 0 pff elf Weight 9 plf Bending Stress: Fb= 900 psi Fb'= 990 psi niform Load 9 pff Cd-1.00 CF-1.10 Shear Stress: FV= 180 psi FV= 180 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Live Load 700 Ib Comp.-L to Grain: Fc-1= 625 psi Fc--L'- 625 psi Dead Load 350 Ib Location 5 It Controlling Moment: 3669 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 5.0 Ft from left support of span 2(Center Span) Load Number One Created by combining all dead loads and live loads on span(s)2 TWO Left Live Load 150 pff 0 plf Controlling Shear: -938 Ib Left Dead Load 75 pff 0 plf At a distance d from right support of span 2(Center Span) Right Live Load 0 pff 150 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 pif 75 plf Comparisons with required sections: F3ea'd Provid Load Start 0 ft 5 ft Load End 5 ft 10 R Section Modulus: 44.47 in3 73.83 in3 Load Length 5 ft 5 ft Area(Shear): 7,82 int 39.38 int Moment of Inertia(deflection): 72.42 in4 415.28 in4 Moment: 3669 ft-Ib 6091 ft-Ib Shear: -938 lb 4725 lb NOTES Project:17-105.Wolf.Tiny House.Framing4Mi_ �B 1— Jason Stanek Location:B-3 JS Structural t.�. Multi-Loaded Mufti-Span Beam 11815 NE 113th Street Ste 104 a [2015 International Building Code(2012 NDS)] Vancouver,WA 98662 3.5 INx5.5INx4.OFT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 8131/2017 8:50:24 AM Section Adequate By:232.9% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN U3319 Dead Load 0.01 in Total Load 0.02 IN U2178 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 390 Ib 390 Ib Dead Load 204 Ib 204 Ib Total Load 594 Ib 594 Ib Bearing Length 0.27 in 027 in BEAM DATA ent r Span Length 4 it Unbraced Length-Top 0 it aft Unbraced Length-Bottom 4 ft Live Load Duration Factor 1.15 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center #2-Douglas-Fir-Larch Uniform Live Load 195 plf Base Values Adjusted Uniform Dead Load 98 PH Beam Self Weight 4 plf Bending Stress: Fb= 900 psi Fb'= 1346 psi Go=1.15 CF=1.30 Total Uniform Load 297 If Shear Stress: Fv= 180 psi Fv'= 207 psi Go=1.15 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc--L= 625 psi Fc--I-'= 625 psi Controlling Moment: 594 ft-Ib 2.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 464 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: fieo'd Provided Section Modulus: 53 in3 17.65 in3 Area(Shear): 3.36 in2 19.25 in2 Moment of Inertia(deflection): 4.01 in4 48.53 In4 Moment: 594 ft-lb 1979 ft-Ib Shear: 464 lb 2657 lb NOTES Project: 17-1 DS.Wolf.Tiny House.Framing Mirk Ley r 4Jason StanekLocation:B-4 JS Structural Multi-Loaded Multi-Span Beam 11815 NE 113th Street Ste 104 [2015 International Building Code(2012 NDS)] Vancouver,WA 98662 (3)1.5 INx5.5INx10.OFT v ` #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 8/31/2017 9:20:05 AM Section Adequate By:84.4% Controlling Factor:Moment DEFLECTIONS Cer tet r LOADING DIAGRAM Live Load 0.16 IN U761 Dead Load 0.09 in Total Load 0.25 IN U482 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: U240 REACTIONS @ @ Live Load 350 Ib 360 Ib Dead Load 202 Ib 202 Ib Total Load 552 Ib 552 Ib Bearing Length 0.20 in 0.20 in BEAM DATA Center Span Length 10 it — Unbraced Length-Top 0 it — —loft _ Unbraced Length-Bottom 10 it Live Load Duration Factor 1.00 Notch Depth 0.00 enter MATERIAL PROPERTIES UNIFORM LOADS Live Load 70 pif #2-Douglas-Fir-Larch Base ValueAdjusted Uniform Dead Load 35 pif s Beam Self Weight 5 1Bending Stress: Fb= psi Fb' 1346 psi Total Uniform Load 110 plf Cd=1.00 CF=1.30 Cr-i.15 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc-1= 625 psi Fc--L'= 625 psi Controlling Moment: 1380 ft-Ib 5.D Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 508 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 12.3 in3 22.69 in3 Area(Shear): 4.23 in2 24.75 in2 Moment of Inertia(deflection): 31.D4 in4 62.39 in4 Moment: 1380 ft-Ib 2544 ft-Ib Shear: 508 lb 2970 lb NOTES Project:17-105.Wotf.Tiny House.Framingi, - Pa" '- . Jason Stanek Location B-5 JS Structural Mufti-Loaded Mufti-Span Beam 11815 NE 113th Street Ste 104 m [2015 International Building Code(2012 NDS)] : Vancouver,WA 98662 3.5 IN x 6.5 IN x 5.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 8/31/2017 9:10:21 AM Section Adequate By: 141.5% Controlling Factor.Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN 02214 Dead Load 0.02 in Total Load 0.04 IN 01351 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS 9 a Live Load 562 Ib 562 Ib Dead Load 359 Ib 359 Ib 1 2 Total Load 921 Ib 921 Ib Bearing Length 0.42 in 0.42 in BEAM DATA Center Span Length 5 it .> Unbraced Length-Top 0 R Unbraced Length-Bottom 5 ft Live Load Duration Factor 1.01) Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center #2-Douglas-Fir-Larch UnLive Load 82 pif Base Values Adjusted Uniform form Dead Load 46 plf Beam Self Weight 4 plf Bending Stress: Fb= 900 psi Fb'= 1170 psi Cd=1.00 CF=1.30 Total Uniform Load 134 plf Shear Stress: Fv= 180 psi FV= 180 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number one IWQ Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Live Load 357 Ib 3571b Comp.-L to Grain: Fc-1= 625 psi Fc--L'= 625 psi Dead Load 2291b 2291b Location 0.5 ft 4.5 ft Controlling Moment: 712 ft-Ib 2.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 861 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 7.31 in3 17.65 in3 Area(Shear): 7.18 in2 19.25 in2 Moment of Inertia(deflection): 8.62 in4 48.53 in4 Moment: 712 ft-Ib 1720 ft-Ib Shear. 861 Ib 23101b NOTES Project: 17-105.Wolf.Tiny House Framing ��il►!" oa9e '— —.Jason Stanek G Location:B 6 JS Structural l� Muni-Loaded Multi-Span Beam 11815 NE 113th Street Ste 104 [2015 International Building Code(2012 NDS)] Vancouver,WA 98662 3.5INx5.51Nx5.0FT rc #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 8/31/2017 9:11:21 AM Section Adequate By:404.3% Controlling Factor:Moment DEFLECTIONS Qsntpr LOADING DIAGRAM Live Load 0.01 IN U4733 Dead Load 0.01 in Total Load 0.02 IN U3035 Live Load Deflection Criteria:U360 Total Load Deflection Criteria.U240 REACTIONS 9 ¢ Live Load 175 ib 175 Ib Dead Load 98 Ib 98 Ib Total Load 273 lb 273 Ib Bearing Length 0.12 In 0.12 in BEAM DATA Center Span Length 5 ft Unbraoed Length-Top 0 ft Unbraced Length-Bottom 5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS n er #2-Douglas-Fir-Larch Uniform Live Load 7D plf Base Values Adjusted Uniform Dead Load 35 plf Bending Stress: Fb= 900 psi Fb'= 1170 psi Beam Self Weight 4 plf Cd=1.00 CF-1.30 Total Uniform Load 109 nif Shear Stress: Fv= 180 psi FV= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Comp.-L to Grain: Fc-1= 625 psi Fc-1'. 625 psi Controlling Moment: 341 ft-Ib 2.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear. -224 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provide Section Modulus: 3,5 in3 17.65 in3 Area(Shear): 1.87 int 19.25 int Moment of Inertia(deflection): 3.64 in4 48.53 in4 Moment: 341 ft-Ib 1720 ft-Ib Shear: -224 lb 2310 Ib NOTES Project: 17-105.Wolf.Tiny House.Framing V01111 Ar ` �i - �JasonStanek Location: B-7 JS Structural Multi-Loaded Multi-Span Beam 11815 NE 113th Street Ste 104 [2015 International Building Code(2012 NDS)] Vancouver,WA 98662 a (3)1.5 IN x 7.25 IN x 10.0 FT . ... #2-Douglas-Fir-Larch-Dry Use StruCak:Version 9.02.5 813112017 9:17:29 AM Section Adequate By: 17.7% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.15 IN U800 Dead Load 0.08 in Total Load 0.23 IN L1513 Live Load Deflection Criteria:0360 Total Load Deflection Criteria:0240 REACTIONS A B Live Load 576 Ib 576 Ib Dead Load 317 Ib 317 Ib t Total Load 893 Ib 893 Ib Bearing Length 0.32 in 0.32 in BEAM DATA Center Span Length 10 ft Unbraoed Length-Top 0 ft Unbraced Length-Bottom 10 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIF RM LOADS MATEAL PROPERTIES Center RI Uniform Live Load 53 plf #2-Douglas-Fir-Larch Base Values Adjusted Uniform Dead Load 20 pH Beam Self Weight 7 ph Bending Stress Fb= 900 psi Fb'= 1242 psi Total Uniform Load 80 pff Cd=1.90 CF=f.20 Cr-1.f5 Shear Stress: Fv= 180 psi Fv'= 180 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1600 kai E'= 1600 ksi Llve Load 622 Ib Comp.-L to Grain: Fc--L= 625 psi Fc-1'= 625 psi Dead Load 364 Ib Location 5 ft Controlling Moment: 3466 ft-Ib 5.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 845 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Recd Provided Section Modulus: 33.49 in3 39.42 in3 Area(Shear): 7.04 in2 32.63 int Moment of Inertia(deflection): 66,88 in4 142.9 in4 Moment: 3466 ft-Ib 4080 ft-Ib Shear: 845 lb 3915 Ib NOTES E,. ni LIQ RR • T I.IZrI .I, JS STRUCTURAL SK- 1 JASON STANEK WOLF INDUSTRIES Aug 31, 2017 at 8:26 AM 17-105 WOLF INDUSTRIES TINY HOMEAU SPAN 17-105.WoN.10x30.Mode1805-23... Company JS STRUCTURAL Aug 31,2017 �'L Designer JASON STANEK 6:33 AM Job Number 17-105 WOLF INDUSTRIES Checked By.-- Bask y:Basic Load Cases B C Description cahwary _ X Gravity Y Gravity Joint Point_ 1 EL - _- ELX _ SL SL 2 3 DL DL _ 2 4 -- —LL --- LL —Joint Boundary Conditions Joint Label — X[kfinl _ kin Ro ion -ftlrad 1 _ N1 —+ Reaction Reaction — - 2 _ N2 I --_ I Reaction I -- Wood Design Parameters Label ShaDe Lanath[ftlu ftLe-in ft I to... nd bo... K CV Cr O t sw n 1 M1 WOOD1A 1 5.59 M2 WOoo1A 1 5,59 M3 I WOOD21 3 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance(in). .12 P-Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC :ASD 13th Direct Anal sis Method Cold Formed Steel Code AISI 01:ASD Wood Code NDS 2005: ASD Wood Temperature <100F Concrete Code ACI 2005 Masonry Code MSJC 051IBC 06 ASD Numberof Shear Re ions 4 Region Spacing Increment in 4 Concrete Stress Block Rectan ular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Wamin s Yes Joint Coordinates and Temperatures Label Xff1—_ Y Tom;10 1 N 1 _0_._ 0 1 0 2 N2 10 0 0 N3 5 2.5 0 4 N4 3.5 1.7 0 5 N5 6.5 1 1.75 0 Envelope Joint Displacements - -T Joint_ X n Rotation ra LC 1 N 1 max 0 17 0 17 1 -1.212 17 2 __ i 0 __ 4 0 4 -6.012e-3 4 3 N2 -___- max 189 4 0 17 6.062e-3 4 RISA-21D Version 9.1.0 [CA...\..A...1...1...1...\17-105.Woif.1040.Model 9.60 Psf 08-23-27.r2d] Page 1 Company JS STRUCTURAL Aug 31,2017 Designer JASON STANEK 8:33 AM Job Number 17-105 WOLF INDUSTRIES Checked By: Envelope Joint Displacements (Continued) _Joint X in L Rotation d 4 mi 8 17 1 0 4 1.212e- 1 5 N3 ma 4 - 17 0 17 8 min .019 17 -.193 4 7 N4 max .093 4 -.037 17 -2.73e-4 17 8 min .019 17 -.186 4 -1.365e- 4 N5 m .096 4 -.037 17 1.365e-3 4 1 _.__ min .019 17 -.18 2.73e-4 17 Envelope Joint Reactions JointL Moment fk-ftl LC 1 Ni max 0 4 3 4 1 0 1 2 min 0 17 .101 17 1 1 3 N2 max 0 1 .503 4 0 1 4 min 0 1 .101 _ 17 0 _ 1 5 Totals: max _ 0 _ 4 1.006 4 6 ___-- _ min 0 17 _201 17 Load Combination Desion - Descriotlon ASIF S rvice Hot Roll otd Formed _ Woost Concrete Mosonry Footings 1 IBC 16-8 .9 Yes _ Yes Yes Yes Yes Yes 2 IBC 16-9 Y Yes Ye Yes es Yes Yes I C 16-10 1.2 Yes I Yes Yes Yes Yes Yes Yes 4 IBC 16-10 b 1.15 Y Yes Y Yes Yes Yes Yes IBC 16-10 c 1.1 MYes Yes es Yes Yes 6 IBC 16-11 a 1.25 Y Yes Yes Y Yes 7 IBC 16-11 b 1 1 Yes Yes Yes Yes Ye 8 IB 1 - Y Yes Yes Yes Yes 9 IBC 16-12 a 1.6 Ye Yes Yes Yes Yes 10 IBC 16-12 b 1.6 Y Yes Y Yes Yes 11 IBC 16-13 a 1.6 Yes Yes Yes Yes Yes 12 IBC 16-13 b 1.6 Yes Yes Yes Yes Yes Yes Y 13 IBC 16-13 c 1.6 Yes Yes Yes Yes Yes Yes Yes 14 IBC 16-13 (d)- 1.6 Yes Yes Yes es Yes Yes Yes 15 IBC 16-1 1. Yes Yes Yes Yes Yes Yes Yes 16 IBC 16-1 1.6 Yes Yes I Yes Yes Yes Yes Yes 17 IBC 16-14 1 1.6 Yes Yes _Yes Yes Yes YeS Yes 8 IBC 16-15 1.6 Yes Yes Yes Yes Yes Yes Yes 19 IBC 16-8 .9 1 Yes Yes Yes Yes I Yes Yes Yes 20 IBC 16-9 Yes Y Yes Yes I Yes Yes Yes 21 IBC 16-10 1.25 Yes Yes 1 Yes Yes Yes Yes Yes 22 IBC 16-10 b 1.15 Yes Yes I s Yes Yes Yes Yes 23 IBC 16-10 c 1.15 Y Yes I Yes Yes Yes Yes Yes 24 IBC 16-11 a 1.25 Yes Yes Yes Yes Yes Yes Yes 25 C 16-11 (bl 1.15 Yes Yes Yes Yes Yes Ye Yes 26 IBC 16-11 1.15 Yes Yes Yes Yes Yes Yes Yes 7 IBC 16-12 (a)_ 1.6 Yes Yes Yes Yes Yes Yes Yes 28 BC 16-12(b)(a 1.6 Yes Yes Yes I Yes Yes Yes Yes 29 BC 16-12(b)(b 1. Yes Yes Yes I Yes Yes Yes Yes 30 IBC 16-1 a 1.6 Yes Yes Yes Yes Yes Yes Yes 31 JBC 16-13 b (al 1.6 1 Yes I Yes Yes Yes Yes Yes Yes 32 Bc 16-13(b)(b 1.6 1 Yes I Yes Yes Yes Yes Yes Yes 33 1-6-C-16-13 c 1.6 Yes Yes Yes Yes Yes Yes Ye 34 BC 16-13(d)(a 1.6 Yes Yes Yes Yes Yes Yes Yes 3 BC 16-13(d)(b 1. Yes Yes Yes Yes Yes Yes Yes 36 IBC 16-13 a 1.6 Yes Yes Ye Y s Yes Ye Yes RISA-21D Version 9.1.0 [CA...1...1...1...1...1...\17-105.Wolf.10x30.Model B.60 psf 08-23-27.r2d] Page 2 Company JS STRUCTURAL Aug 31,2017 t-2,0 Designer JASON STANEK 8:33 AM t Job Number 17-105 WOLF INDUSTRIES Checked By: Load Combination Design (Continued) Dewiptipil ASIF CD ABIF Service Hot Rolled _Cold Formed Masonry Foo'n s 7 IBC 16-13(til(a Yes s_I Yes I Yes Yes Yes Yes 38 IBC 16-13 til b) 1.6 Yes Ye Yes Y Yes Yes Yes 3 IBC 16-14 _ 1.6 Yes Yes._ Yes Yes Yes 40 IBC 16-15 a 1.6 Yes Yes Yes Yes Yes Yes Yes 41 IBC 16-15 b _ 1.6 Yes Yes Yes Yes Yes Yes_ Yes 42 ASCE 1 .9 Yes Ye Yes Yes Yes 43 ASCE 2 Yes Yes Yes Yes Yes 44 ASCE 3 1.25 Yes Yes Yes Yes Yes 45 ASCE 3 b 1.15 Yes Yes Yes Yes Yes 46 ASCE 3 c 1.15 Yes Yes Yes I YesYes 47 ASCE 4 a 1.25 Yes Yes Yes I Yes Yes 48 ASCE 4 b 1.15 Yes Yes Yes Yes _Yes 49 ASCE 4 c 1.15 Yes Yes Yes Yes Yes 50 ASCE a 1.6 Yes Yes Yes Yes I Yes 51 ASCE 5(b) a 1.6 Yes Yes Yes Yes Yes 52 ASCE 5(b)(b) 1.6 Yes Yes Yes Yes Yes 53 ASCE 6 a 1.6 Yes e Yes Yes Yes 54 ASCE 6(b)(a) 1.6 Yes Yes Yes Yes Yes 55 ASCE 6(b) b 1.6 Yes I Yes Yes Yes Ye 56 ASCE 6 c 1.6 Yes Yes Yes Yes Yes 57 ASCE 6 d)(a) 1.6 Yes es Yes Yes Yes S8 ASCE 6(d) b) 1.6 _Yes Yes Yes Yes Yes 59 ASCE 6 e 1.6 Yes Yes Yes Yes Yes 60 ASCE 6(0(a) 1.6 Yes Yes Yes Yes Yes 161 ASCE 6(f)(b) 1.6 Yes Yes Y Y es 62 ASCE 7 1. Yes Yes Yes Yes Yes 6 ASCE 8 a 1. Yes I Yes Yes Yes ASCE 8(b) I Yes I Yes__L Yes Yes Yes Load Combinations Des n Solve D... . BLC Factor BLC Factor BLC Factor LC Factor BLC Factor BLC Factor BLC Fr BLC Factor 1 IBC 16-8 Yes I DL 1 2 IBC 16-9 Yes I DL 1 LL 1 ILLS 1 3 IBC 16-10(a) Yes I DL 1 RLL 1 4 IBC 16-10(b) Yes I DL 1 SL 5 IBC 16-10(c)LYes DL 1 RL 1 6 IBC 16-11(a) DL 1 LL .75 LLS .75 RLL .75 7 IBC 16-11 (b) DL 1 LL .75 LLS .75 SL .75 IBC 16-11 c DL 1 LL .75 LLS .75 RL .75 9 IBC 16-12(a) DL 1 WL 1 10 IBC 16.12(b) DL 1 L .711 IBC 1613(a DL 1 WL .75 LL .75 LLS .75 RLL .75 12 IBC 1613(b) Yes I DL 1 EL .525 LL .75 LLS .75 RLL .75 13 IBC16-13(c)I Yes I DL 1 WL .75 LL .75 LLS .75 SL .75 14 1BC16-13(d) Yes DL 1 EL .525 LL .75 LLS .75 SL .75 15 IBC 16-13(e) Yes DL 1 1 WL .75 LL .75 LLS .75 1 RL .75 16 IBC 1613(f) Yes DL 1 1 EL 1.525 LL .75 LLS .75 1 RL .75 17 IBC 16-14 Yes DL .6 WL 1 18 IBC 16-15 Yes DL .6 EL .7 19 IBC 16-8 Yes DL 1 20 IBC 16-9 Yes DL 1 LL 1 LLS1 21 IBC 16-10(a) Yes DL 1 RLL 1 22 IBC 16-10(b) Yes DL 1 SL 1 23 IBC 16-10(c) Yes DL 1 RL 1 24 IBC 16-11 (a) Yes DL 1 LL .75 LLS .75 R 25 :IBC 16-11 (b) Yes DL 1 LL .75 LLS .75 SL .75 RISA-2D Version 9.1.0 [CA...\...1...\...\...1..\17-105.Wolf.10x30.Model B.60 psf 08-23-27.rr2d] Page 3 Company JS STRUCTURALAug 31,2017 T� Designer JASON STANEK 8:33 AM Job Number 17-105 WOLF INDUSTRIES Checked By: Load Combinations (Continued) Descriotion So PD... R... BLC Factor BLC Factor LC FaMr BLC Factor 26 IBC 16-11 (c) Yes DLI 1 1 LL .75 ILLS .75 RL .75 27 IBC 16-12(a) Yes DL 1 1 IWIL 1 28 IBC 16-12(b..Yes QL I 1 IEL .7 29 IBC 16-12(b..Yes DILI 1 IEL -.7 _30_ IBC 1613(a) Yes DL 1 WL .75 LL .75 LLS .75 RLL-.75 31 IBC 16--13(b..Ye DL 1 EL .525 LL .75 LLS .75 RLL .75 32 IBC 16-13 b..Yes DL 1 EL -.525 LL .75 ILLS .7 .75 33 IBC 16-13(c) Yes DL 1 WL .75 LL .75 LLS .75 Sl 1 .75 34 IBC 16-13(d••Yes DL 1 EL .525 LL .75 LLS .75 SL .75 35 IBC 16-13(d..Ye -,525 IL .7 .7 36 IBC 16-13 a YeDL 1 L .75 LL .75 LLS .7 R .75 37 IBC 16-13(f)..Yes DL 1 EL .525 LL 75 LLS 1-5-13L .75 38 IBC 16-13(f)-Yes DL 1 EL -.52 LL .75 Ll .7 5 39 IBC 16-14 Yesl DL .6 WL 1 40 IBC 16-15(a) Yes DL .6 EL .7 41 IBC 16-15(b) Yes DL 6 EL -.7 42 ASCE 1 Ys DL 1 Yea I DL 1 LL 1 LLS 1 SCE 3 a Yes DL 1 RLL 1 4 Yes QL 1 SL 1 46 ASCE 3 c Yes I QL1 1 RL 1 47 ASCE 4 a Yes DLI 1 LL .75 LLS .75 RLL .75 48 ASCE 4 b Yes DL 1 LL .75 LLS .75 SL .75 49 ASCE 4 c Yes DL 1 LL ,75 LLS 75 RL .75 50 ASCE 5 a Yes DL 1 W 51 ASCE 5(b)(..Yes DL 1 EL .7 52 ASCE5(b) Y s D 53 ASCE 6 a Yes DL 1 WL .75 LL .75 L .75 RLL .75 54 ASCE 6(b)(..Ye 1 5 LL 75 LLS 75 RLL 55 CE 6(b)(..Yes DL 1 I EL 1-.525 LL .75 LLS .75 RLL .75 56 ASCE 6c Yes I DL 1 WL 1 75 LL .75 LL .7 SL .75 57 ASCE 6(d)(..Yes DL 1 EL .525 LL .75 LLS .75 SL .75 58 ASCE 6(d)(..Yes DL 1 EL -.525 LL .75 LLS1L .75 59 ASCE 6 e Yes DL 1 WL .75 LL .75 LLS .75 RL .75 0 OkSCE 6(0(a)Ye DL 1 I.525LL .75 LLS .75 RL .75 61 sce 6(t)(b)Yes DL 1 EL .75 LL .75 RL62 ASCE 7 Yes DL .6 WL63 SCE 8 a Ye DL 64 SCE 8 b Yes DL 6 EL Member Distributed Loads (BLC 2 : SL) Member Label Direction Start Magnkudgkftd...End Ma nftude k(ft de... Start Location ft% Erxl Location ft �M1 Y -.06 -.06 0 0 2 M2 Y -.06 -.06 1 0 1 0 Member Distributed Loads (BLC 3 : DL) Member Label Direction_ Start MaanitudeWft d...End Magndudefk/ftde.. Start Location ft%_]��nd o e�tionift%l �1 Mi I Y ' -.03--- - .03 _ -.03 0 0 2 M2 Y -.03 - - -.03 0 0 Wood Materia!Properdes LAW S _ Grade m Emod Nu Therm 11 ... Dens k/ft^ i 1 DF Larch Douolas Fir-Larch___ No 1 3 .3 .035 2 So Pine Southern Pine No.1 1 - _ .3 ._3__ _035 RISA-21D Version 9.1.0 JCA...\...1...1...1...1...117-105.Wolf.1Ox30.Model B.60 psf 08-23-27.r2d] Page 4 Company JS STRUCTURAL Aug 31,20172v Designer JASON STANEK 8:33 AM Job Number 17-105 WOLF INDUSTRIES Checked By: Wood Material Properties (Continued) Label _ SS cies Gradg__ Emod N Therm %I E... Dens klft"3 Glu-lam 24F-V4 DF/DF na 1 .3 3 035_ Member Advanced Data Label I Release J Release I Offseffin1l J in TIC OrivPhvrical TOM Inactive 1 M1 I Yes 2 M2 Yes 3 M3 Yes Envelope Member Section Deflections r Sec xnniC yin Uy Ratite__,_ LC _ M1 1 max 1 0 1 NC T 1 2 min 0 0 1 NC 1 3 2 max 0 17 -.02 17 7507.75 17 min 04 -.098 4 1501.55 4 _ 3 max 0 17 -.035 17 5008.964 17 4 -.174 4 1001.793 4 7 4 max 0 17 -.042 17 6676.228 17 min 0 4 -.211 4 1335.246 4 5 max 0 17 -.043 17 NC 17 10 min -.00 -.215 4 NC 4 11 M2 1 max .171 4 -.026 17 NC 17 12 min .034 17 -.13 4 NC 4 13 2 max .17 4 1 -.025 17 6676.228 17 14 1 min .034 7 -.127 4 1335-246 15 1 3 max .169 4 -.018 17 5008.964 17 16 min .034 17 -. 9 4 1001.793 17 4 max .169 4 3 17 7507.75 17 18 min .034 17 -.014 4 1501.55 4 19 6 max .169 4 .084 4 NC 4 20 min .034 17 .017 17 NQ 17 21 M3 1 1 max .093 4 -037 17 NC 17 22 min .019 17 -.186 4 NC 4 23 2 max .0944 -.039 17 NC 17 in .019 17 -.195 4 3907.026 4 25 3 max .094 4 -.04 17 NC 17 26 min -.019 -- 17 -198 4 2930.27 4 7 4 max .095 4 -.039 17 NC 17 28 min .019 17 -.1951 907.026 29 5 max .096 4 -.037 17 1 NC 17 30 1 min .019 17 -.186 4 1 NC 4 Envelope Member Section Forces Member_ LC MomenUk-ftl LC -17- M1__ 1 1 max .225 4 .45 4 0 1 2 min .045 7 17 0 1 3 2 max .169 4 1 .338 4 -.11 17 4 __ _ min .034 17 .068 17 -.55 _ 5 3 max .113 4 5 4 -.189 17 6 min .023 17 .045 17 -.943 4 7 4 max 1.342 4 -.106 17 -.155 17 8 _ min 7 -.5 4 -.776 4 9 5 max 1.285 4 -.129 17 .043 10 min .257 17 -.643 4 .009 17 RISA-2D Version 9.1.0 [C:\...1...\-A...\...1...\17-105.Wolf.10x30.Model B.60 psf 08-23-27.r2d] Page 5 Company JS STRUCTURAL Aug 31,2017 .12e? Designer JASON STANEK 8:33 AM V V7 Job Number 17-105 WOLF INDUSTRIES Checked By-.- Envelope y:Envelope Member Section Forces (Continued) Mempe[ SO-C,__ ,__ Axiairkl LC Shear[kl LC Momentrk-ftl LC 11 M2 1 max 1.285 4 .643 4 .043 4 1 --- min .257 17 .129 1 .009 17 13 2 max 1.342 4 .53 4 -.155 17 14 min .268 17 .106 17 -.776 4 15 3 max .112 4 -.045 17 -.189 17 16 min .022 1 4 -.943 4 4 m .169 4 -.068 17 -.11 17 18 min 17 -.337 4 19 5 max 4 -.09 17 0 1 20 min 045 17 -.45 4 0 1 21 M3 1 max 7 17 0 1 -.045 17 22 min -1.437 4 0 1 -.223 23 2 max -.287 17 0 1 -.045 J_ 17 24 min -1.437 4 0 1 -.223 4 25 3 max 7 1 -.045 17 26 min -1 4 01 -.223 4 27 4 max -.287 17 0_ 1 -.045 17 1 28 min -1.437 4 0 1 3 4 29 _ _ 5 ax -.287 17 0 1 -.045 17 0 min 7 4 0 1 -.223 4 Envelope Member Section Stresses Membersec I ill LO-Shearlksil LC T Bendin k... LC Bottom Bendin... L 1 M1 1 max .021 4 .062 4 0 ._1 _ 0 1 2 min .004 17 .012 17 0 1 0 1 3 2 max .016 4 1 .047 4 .503 4 -.101 17 4 min 17 .009 17 .101 17 -.503 4 5 3 max .01 4 .031 4 .861 4 -172 17 6 min 17 72 17 1 7 4 max .123 4 -.015 17 .709 4 -.142 17 min .025 17 -.073 4 .142 17 -.709 4 9 5 max 1 .118 4 -.018 17 -.008 17 .04 4 10 min .024 17 -.08 4 -.04 4 .008 17 11 M2 1 max .118 4 .089 4 -.008 1 17 .04 4 12 min 24 17 .018 17 -.04 4 .008 17 13 2 max .123 4 .073 4 .709 4 -.142 17 14 min .025 17 .015 17 42 17 -.709 4 15 1 4 -.006 17 1 4 -.172 17 16 min .002 17 -.031 4 .172 17 1 -.861 4 17 _ 4 max .016 4 -.009 17 .503 4 1 -.101 17 18 min .003 17 -.047 4 1 .101 17 -503 19 5 max .021 4 -.012 17 0 1 0 1 20 in .004 17 -.062 4 0 1 0 1 21 M3 1 max -.035 17 0 1 .355 4 -.071 17 22 min -.174 4 0 1 .071 17 5 4 23 2 max -.035 17 0 1 .355 4 -.071 17 4 min -.174 4_0 ___ 1 .071 17 -.355 4 25 3 max -.035 17 1 0 1 .355 4 -.071 17 26 mi -.174 4 0 1 .071 17 -.355 4 27 4 max -.035 17 0 1 .355 4 -.071 17 28 min -.174 4 0 1 .071 17 -.355 4 29 5 max -.035 17 0 1 .355 4 -.071 17 30 min -.174 4 0 1 .071 17 -.355 RISA-2D Version 9.1.0 [CA...1...\...\...\...\...\17-105.Wolf.10x30.Model B.60 psf_08-23-27.r2d] Page 6 Company JS STRUCTURAL Aug 31,2017 Designer JASON STANEK 8:33 AM , Job Number 17-105 WOLF INDUSTRIES Checked By: Wood Section Sets Label Design List Material De ' n Rul s 'Ain t I 01 i 1 WOOD1A 2X8 .Beam Rectangular D. DF Larch ' T ical 10.875 2.039 47.635 WOOD22X6 HBrace Rectan ular DF Larch T _ical 8.25 1.547 20.797 3 WOOD3 6.75X18FS Beam Rectae ular Glu-lam T ical 1 121.5 1461.32 1 3280.5 RISA-2D Version 9.1.0 [CA...1...\-A...1...\---117-105.WoIf.10x30.Model B.60 psf 08-23-27.r2d] Page 7 DEDICATION KNOW ALL MEN BY THESE ►RESENTS• uT TXATND _We LOIS ANNE OA1R16613 A SINGLE PERSON AND CHARLES L. WOODARD AND ARAE WOO DARD VA Ild ATHE RE THE CONTRACT PURCHASE, M LANDS SHOWN ONE THE AMNEXEON PLA, A IDS PARTICU'L'ARLY'b WIFE, •• c DESCRIBED N THE 9URVEY011 E CERTIFICATE HEREUNTO ATTACHED, AND HAVE CAUSED THE SAME TO BE °P SURVEYED SND PLATTED PITO LOTS AND STREETS, AS SHOWN ON THE ANNEXED PLAT, AND TO °jr " (� DEDICATED WALN u WALNUT ACRES AND WE DO N EBY DEDICATE ALL STREETS, AS SHOWN, TO THE PUBLIC ACRES F ICU FOREVER. ' + A RESUBDIVISION OF LOTS 293, AND PART OF LOT 4 NORTH �_. y.:..1�»d°.�>./�— -- _s '°°.a iS' f TIGARDVILLE ADDITION, AMENDD PLATE IN SECTION 2 , T. 2 S.! R. I W, —� — W.M., WASHINGTON COUNTY, OREGON ACKNOWLEDGMENT 6 F SCALE, IK = 501 APRIL 1964 STATE OfEON WE B B. •, COUNTY Of AE TOM »yip.♦ THIS 15 TO CE IF Y THAT ON TIKE /k DAY OF APRIL 1884 BEFORE ME ANOTARY PUBLIC IN ANDFOR ••a „rte SAID COUNTY AND STATE, PERSONNN ALLY 'RPP,ARED LOIS AE IJAVIS, CHARLES L. WOODARD ARLIE WOODARD, VAMCE R. LEE, AND FLORENCE B. LEE WHO ARE KNOWN TO ME TO BE TWIE IDENTICAL °°� ;±1 ♦ I y� ��,•'� PERSOMB HAYED IN AND WHO EXECUTED THE FOREGOING INSTRUMENT, AND THEY ACKNOWLEDGED TO ME +'♦ Mc :+o , a•;r r f, / THAT THEY EXECUTED INE SATE FREELY AMD VOLUNTARILY. +• M �♦.� r r�,"•� r WITNESS YY NAND AND flC1AL SEAL TNS OAT AND YEAR LAST WRITTEN. a ;fy� r RT LH we + ( :� .�� ,•+'4. corelsawa cx►ltta L �� 1 7 t•n•a'Do o ��"0i ;t �• � // + tTMt uffpLT a.t. oMKp .o, ►' ►S.•�t{) / , JNIK L. K1/xua t.t.e.Kx a♦ dw 4w a.4302(j 10• 17 t 1 I?°h 0s•30►tie♦`•►e i • r�Ir i +• •1,0 ♦j ° •. O 4: � 1 �P.♦\ ri / 111 f�i � rte., I �►':♦,e�� •f ♦y3' 1 e. .+a %\ da ? `�!�. • SURVEYOR'S CERTIFICATE ^ `►,11 ,J `-O ` ��►e 4"11 / bI I, HERBERT A. MOHR REGISTERED PROFESSIONAL ENGINEER IN 714E STATE OF OREGON HERESY r V. Gj xP _, +a; ,, I + >.' a•t°.arya'• CERTIFY THAI DURING YAIRCN ARO APRIL 1yg 4 1 AC URATELY S RVEYEO OsUBDIVIDEO ANC PLATTED °Ba ,}�1S• INTO LOTS ANO STREETS THE LANDS RY►RES�NTED ON T/IE ATTACHED SAP Of WALIIUT ACRES, THE u ,♦ t . 2 \\\ 95 j BOUNDARY FAffk" M T THE II DESCRIBED AS SXT36fOLLQWS, \ j / y 3 1 �► 1f p�y�gg AT THE YNTIAL PpRNT A z a3i GAW D IRON PIPE OIIIVEN 8 INCHES BE�,py TK�_ + - °i� 3 �� • \1,;' �� I o� Y SIIAFr Of THE GItOINID AT TIRE SOUTHWEST CORNER OF LOT 8 BLOCK I 9 0 SIDE PARK 4 SU 'r. + I pHISWII OF REWIND IX WASHINGTON COUNTY OREGON WHICH SEARS 8 64.369435 W 3l23.�B fEETB FROM o •; ►°,` � ) A STONE MARKING 711E EASTERLY SOUTNEA11T CORNEA OF THE JOHN L. HICKLIN O.L.C. Me.34 AND ;• •' .♦ "• j b°o, @�� N4♦� !»I RUNNNISNGGp THEME �MpgRS7g°S7ry10 W,,p�ALONG gETHE SOUTHERLY gpgLINEE Of cSAID BROOFKSIIDE PARK, 323.23 FEET TO ". • SI• � � •,p I Z L,-'* • \a t os� ,• /• ADOIil011THAYEMOED PLAT OF RSfll11D GIN L3AIDTHWUMTY� TMEMCERNER00�40�Y�E2,A ►;tri 1 Ah Vie• ► ►�t A, i • i .►.��A 4b LINE OF SAID LOT 2 323.03 FEET TO THE SOUT(IITElT COIINEq THEREOF; �HERLY ' L+0>�;0in"(e •1 4o•�pt „ia t , I �cP�? r�► ALONG THE SOUTHERLY LINES OF LOTS 2 3 AMD S THENCE 5 5w, E + 1 ♦ THENCE M 3!•37 E AID NpRTN 7 ARDVILLE ADDITI0�1 3q.�p FEET. ) d • S �O!i 1i� ( Z. yp 4Z21 FEET; TH�N1E M e22N) W 80,00 FEET• THIENCE N 3! S7-SO�E 97.33 ! r •°,>' eS'i / FEET- THENCE N Sf°44 57 E BI.41 FEET• THENCE ON 4 305.07 FOOT RADIUS CURVE CENTRAL ANGLE NOIITRLY 1 TETE LONG CHORD Oi WHICH `EARS N 33.1548' W 35J1 TEST 86.62 FEET' THENCE /J a ry, ,'''��,, • NSN3742 E 30.00 FEET; TXEMC`E ON ' 37.36 FOOT RADIUS CURVE GENERAL ANGLE EASTERLY I THE ( °� ♦ ' I t+� LONG CHORD OF WHICH SEARS M 08°4829 E 3124 FEET) 33.25 FRET• THENCE ON A 1?3.0¢ FOOT 4 RADIUS CUIIVE, CENTRAL MIOLF WESTERLY 1 THE LONG CHORD Of WHICH SEARS N 32.43 44 E 3TlI fob (` • t FEET 1 30.06 FEET TO THE PONT OF BEGINNING. : o+)� / J ••�` •e{+ AS STAKEDAT THE UPON THE GROUNDAP 'SWITHTS'S/I/0/0"a3O IRON ACCURATE AT ALL ELOTT CORNERS NDOC RVE I01NT8EETS . a ' o�-�i 1 ee +gip• ) ' e • I ALL TAKES PROP 1 O-i rr • � � D,3 {NNHWJNIYE ARE PATO, WSCRSIED AND SWORN BEFORE ME /cp• `Q / 1 ♦ • 1 sBiii�'^ taliti eltigi M nK BY'ig{W[.( _ TINB +'DAY i�.PsL 1964 �� (,HR�f 70 �.' r : '!° .. ,�e♦ i 1 2 j etalalret OI aatwit a+e Tallrlea ` � 2IN r 00 APPROVED_ /s/Atu -jW4f TIBARO PLANNING COMWBBION ew IVU /M tilt STATE M MttM a/ !Q♦ ♦ • er eolKKetwe cxllett ri ra./. .aw7 `/I/��°tb c * / P^ ° • R/ A• I 13 s 1 APPROVED N.errele 1040 CITY ?Gr HARD• 01 YNR/ J40) r /il►a i� •ar ++ (4 ISi6� Bla1M�ETOCOINRYtBDAM a DSMMMBMMgS it s.► �r«f aopy sf me .P/`f / �° o jI -- -- "NMU N of iv.IlaY!/T •I��j //�/ `� C�, �jr�+ems �•+ , -- -- — ---- -- twwilmema • +° � — -- — -----CeelweDBMt Mfr AMENDED BY ORD. NO. 76- 36 T +� _ OMIwMIe1wA CITY OF TIBAIID STl*OfIM MOGM1I d •' ------------_-- --- CCaaHMl44�7 pf 14'aetull,tve t1 ( _ 1,ROGER TNOAfSSRN./,, P)A".It Ott M ar t9MIftNYtR ma°y OaJ/pW,de&,,V WWW AM J AOI/""ISS' a I �(, •,ynar �/. Au_A, ��' / FNI�(OR MEMBERSiyNgK�Ar o► W4 RECEIVE omyme imi g oaasoiNuo Ian R.A.far Ca,cwnpiana DEC 18 2019 PP..:APPROVED General Notes CITY OF TIGARD APPROVE eyR e a ay o a 3f mfa PLANNING/ENGINEERING WOLF INDUSTRIES INC NOTICE MODEL B THESE APPROVED PLANS SHALL BE KEPT ON SUCH BUILDING OR WORK AT ALL TIMES DURING WHICH THE WORK AUTHORIZED 10'x30' FACTORY ASSEMBLED TINY HOUSE THEREBY ISUNTIL FINAL ( PROGRESS UNTIL FINAL INSPECTION CODE COMPLIANCE THESE PLANS WERE DESIGNED TO COMPLY WITH THE FOLLOWING CODES ORSC 2017 INDEX OF PLAN SHEETS OESC 2017 SHEET # SHEET TITLE OPSC 2017 Al FLOOR PLAN OSSC 2014 A2 ELEVATIONS OEESC 2014 A3 FOOTING AND FOUNDATION PLAN OMSC 2014 A4 FLOOR FRAMING PLAN A5 WALL FRAMING PLAN DESIGN CRITERIA A6 LOFT FRAMING PLAN -OCC: R-3 A7 ROOF FRAMING PLAN -CONST TYPE: VB A8 SECTION AT BEDROOM -USE: SFR A9 SECTION AT BATHROOM -SEISMIC DESIGN CATEGORY: D A10 HVAC PLAN -SEISMIC SITE CLASS: D All PLUMBING PLAN -ROOF LL: 30PSF Al2 DWV PLAN A13 DWV ISOMETRIC Firm Name and Address -WIND LOAD/EXP: 145/B Wolf Industries -FLOOR LL: 40PSF A14 WATER HEATER DETAIL PO Box 2410 -DISTANCE TO NEAREST BLDG/PROPERTY LINE: MIN A15 ELECTRICAL FLOOR PLAN Battle Ground, WA 98604 REQ'D BY AUTHORITY HAVING JURISDICTION (ALL A16 ELECTRICAL PANEL SCHEDULE SIDES) A17 ELECTRICAL ONE LINE DIAGRAM A18 DETAILS SHEET 1 Project Name and Address A19 DETAILS SHEET 2 MODEL B TABLE N1101.1(2) ADDITIONAL MEASURES A20 DETAILS SHEET 3 ENVELOPE ENHANCEMENT: OPTION 5 Si STRUCTURAL SHEET 1 CONSERVATION: OPTION C S2 STRUCTURAL SHEET 2 S3 STRUCTURAL SHEET 3 Project Sheet S4 STRUCTURAL SHEET 4 °ate 0 Scale N/A J N M704-1 8-59760 394" General Notes PLUG-IN TYPE PROPANE DETECTOR A=PACES" 18'x30'UPPER CABINET STAINLESS STEEL 2 BASIN SINK EXCEPT KITCHEN HALL MAX 1.75 GPM FAUCET F(2017 30'02"UPPER CABINET WINDOW 05 ORSC R304.1) WALL HUNG LAVATORY 30"MICROWAVE RANGE HOOD MAX 1.0 GPM FAUCET 1000W MICROWAVE 1A:1OBC FIRE EXTINGUISHER LOCATED IN CABINET BENEATH SINK MIN 200CFM RANGE HOOD GRANITE COUNTERTOP M UNDERFLOOR ACCESS GAS TANKLEOUTDOOR WATER HEATER RUSTED TO EXTERIOR 12'x30'UPPER CABINET MOUNTED ON EXTERIOR WALL CLOSET LOCATION ELECTRICAL PANEL SHALL BE PROVIDED SEE SHEET 14 FOR DETAILS 30'GAS RANGE WINDOW 04 FROM EXTERIOR MAX 120000 BTU MAX 60000 BTU RINNAI V53eP OR SIMILAR 1F55Y2.1 ,2'_11- THROUGH FOUNDATION 11'-11 12"ROUGH IN TOILET (2017 ORSC R408.4) r ° 0 18'LOWER CABINET r O O � 4'-,OKz" a 4'-11' v 24"LOWER "SINK SE CABINET v _ I 2"GAP BETWEEN N I WINDOW 06 RANGE AND WA r--------_—� BEDROOM BATH OM ° D ORI L ING ROOM 87 S.F. IT HE 71 S.F. 61 S.F. ' 14'-3' B DROOM DOOR 9K BTU MINI SPLIT OUTDOOR UNIT I WINDOW 03 12'-7�' WASHER/DRYER ENTRYDOOR WINDOW01 J WINDOW 02 QUEEN SIZE BED 30"X60"FIBERGLASS TUB SHOWER MAX 1.75 GPM HEAD 27'Wx32'Dz72.5"H 30"WIDE REFRIGERATOR HARDWIRED SMOKE DETECTOR WITH BATTERY 9K BTU MINI SPLIT INDOORUNIT BACKUP CAPABLE OF MAINTAINING ALL KIDDE FIRE-X 14618 OR SIMILAR HABITABLE ROOMS AT A INSTALL NOT MORE THAN 12'BELOW CEILING MINIMUM OF 68 DEGREES F HARDWIRED PHOTOELECTRIC SMOKE/CO DETECTOR WITH BATTERY BACKUP KIDDE KN-COPE-1 OR SIMILAR Firm Name and Address Wolf Industries WINDOW SCHEDULE PO Box 2410 "0351-0" OPERATION FRAME GLASS SILL HEIGHT Batde Ground,WA 98604 SLIDER VINYL TEMPERED,U-0.30 30' DOORSCHEDULE SLIDER VINYL ANNEALED,U-0.30 30' LOCATION WIDTH HEIGHT DOOR FRAME HARDWARE NOTES Project Name and Address PICTURE VINYL ANNEALED,U-0.30 60' ENTRY 3'-O' 6'$' FIBERGLASS WOOD ENTRY WITH DEADBOLT MODEL 8 04 4'-0' 4'-0' SLIDER VINYL ANNEALED,U-0.30 30' BEDROOM 2'-8' 6'A' HOLLOW CORE WOOD BEDIBATH UNDERCUT DOOR J'MIN 05 3'-0" 3'-0- SLIDER VINYL ANNEALED,U-0.30 42" BATHROOM 2'-8" 6'-8' HOLLOW CORE WOOD BEDBATH UNDERCUT DOOR j"MIN 06 2'-D" 3'-0' SINGLE HUNG VINYL TEMPERED PEBBLED,U-0.30 42' Project Sheet MODEL B FLOOR PLAN Date Al Scale: 1/4"= 1'-0" Scale 1/411= V-0" J N PLUMBING VENT General Notes ASPHALT SHINGLE OR SHEET METAL ROOF,TYP CEDAR SHAKES,7YP AT GABLES PLUMBING VENT FIBER CEMENT LAP SIDING,TYP O 0 O 0 HEAT PUMP DISCONNECT EXTERIOR CONVENIENCE RECEPTACLE HEAT PUMP OUTDOOR UNIT HVAC CONDENSATE DRAIN OUTDOOR RECEPTACLE PORCH LEDGER,10'WIDE(PORCH/STAIRS BY OTHERS) SECTION OF FLAT FIBER CEMENT PANEL FOR MOUNTING HVAC EQUIPMENT DRYER VENT(ALTERNATIVELY EXHAUST MODEL B LEFT ELEVATION THROUGH FOUNDATION WALL(BY OTHERS)) Scale:3/16"= V-0" MODEL B FRT ELEVATION Scale: 3116"= JN'_0.' PLUMBING VENT BATHROOM FAN EXHAUST [W7olf ame and Address IndustriesTANKLESS WATER ox 2410HEATER EXHAUST Ground, WA 98604 _ OUTDOOR WATER HEATER RINNAI V53eP OR SIMILAR ° Project Name and Address MODEL 8 PROPANE GAS CONNECTION MICROWAVE RANGE HOOD EXHAUST EXTERIOR CONVENIENCE RECEPTACLE MODEL B RIGHT ELEVATION MODEL B REAR ELEVATION Scale: 3/16"= V-0" Scale: 3/16"= 1'-0" Project Sheet °ate A2 Scale 1/4"= V-0" J (n General Notes SEE STRUCTURAL PLANS FOR FOOTING AND FOUNDATION OPTIONS Firm Name and Address Wolf Industries PO Box 2410 Battle Ground,WA 98604 Project Nome and Address MODEL B MODEL B FOOTING AND FOUNDATION Project Sheet Scale: 114" = 1'-0" Date A3 Scale 114"= 1'-0" J U) General Notes 30'-0" 16'0" 14'-0" ih 0 5'-6" 10'-4' START JOIST LAYOUT FROM HERE 2x8 RIM JOIST,TYP 2z8 JOIST @ 16'OC TRIPLE JOIST HERE DOUBLE JOIST HERE 2x8 STIFFENER AT RIM JOIST SPLICES,TYP FLOOR FRAMING PLAN Scale: 1/4"= 1'-0" =GrOundd, TONGUE AND GROOVE OSB SUBFLOOR VISQUEEN VAPOR BARRIER BELOW SUBFLOOR 8604 2x8 HIM JOIST ALL PENETRATIONS SEALED WITH SPRAY IN FOAM Project Name and Address }'OSB SHEATHING MODEL B 7J"FIBERGLASS BLOW IN BATT INSULATION FOR R-33 y ODEL B FLOOR FRAMING ELEVATIONcale: -0" Project Sheet Date A4 Scale 1/4"= 1'-0" J (n General Notes INSTALL DOUBLE 2x4 HEADER OVERTOP OF CLOSET OPENING PULL STUD LAYOUT FROM ERE FOR THIS WALL PULL STUD LAYOUT FROM HERE FOR THIS WALL PULL STUD LAYOUT FROM HERE FOR THIS WALL TYPICAL EXTERIOR WALL OPENING FRAMING: (1)2x6 KING STUD FULL HEIGHT OF WALL BACKING BELOW WINDOW, (1)2x6 TRIMMER STUD FULL HEIGHT OF OPENING B BACKWALL 3"PLAN SHEET (1)2x6 CRIPPLE STUD UNDER SILL(AT WINDOWS) SEE 4x6 HEADER ON EDGE AT INSIDE OF WALL UNLESS NOTED OTHERWISE SPACE BEHIND HEADER INSULATED WITH VPUUL FIBERGLASS BLOW IN BATT,2 INCHES FOR R-8.5 T FROM R WALL CONSTRUCTION: STUD LAYOUT TYPICAL EXTERIOR HERE FOR THIS WALL ?PLYWOOD,BOARD,OR GWB INTERIOR WALL SHEETING VISOUEEN VAPOR BARRIER BETWEEN INTERIOR PLYWOOD AND FRAMING 2x6 WALL FRAMING AT 24"OC.TYP TYPICAL INTERIOR WALL CONSTRUCTION: SINGLE 2X6 SILL PLATE FASTENED 70 SUBFLOOR }"PLYWOOD,BOARD,OR GWB WALL SHEETING BOTH SIDES DOUBLE 2x6 TOP PLATE 2z4 WALL FRAMING AT 24"SU TVP 5-112"FIBERGLASS BLOW IN BATT FOR R-24 SINGLE 2z4 SILL PLATE FASTENED TO SUBFLFLOOR }"OSB EXTERIOR WALL SHEATHING APPLIED WITH LONG DIMENSION HORIZONTAL DOUBLE 2x4 TOP PLATE WEATHER BARRIER R13 UNFACED FIBERGLASS BATT INSULATION AT SHOWER WALL EXTERIOR SIDING AND TRIM ALL PENETRATIONS THROUGH VAPOR BARRIER SEALED WITH SPRAY IN FOAM Finn Name and Address Wolf Industries Po Box 2410 Battle Ground,WA 98604 Project Name and Address MODEL B MODEL B WALL FRAMING PLAN Scale: 1/4"= 1'-0" Project Sheet Date A5 Scale 114"=1'-0" J N General Notes 2x6 LEDGER AT SHELF PERIMETER,SECURED TO WALLS W/(2) SDS}"x3}"SCREWS @ EA STUD,TYP ?"PLYWOOD SHELF PLYWOOD SHELF 2x6 FACE BOARD,TYP 2.6 LEDGER AT(3)SIDES OF SHELF PERIMETER,SECURED TO J EXTERIOR WALLS W/(2)SDS J"x34"SCREWS @ EA STUD,TYP EBattle me and Address ndustries x 2410 Ground, WA 98604 Project Name and Address MODEL B MODEL B SHELF FRAMING PLAN Scale: 3/8" Project Sheet Date A6 Scale 1/4" = 1'-0" J General Notes 402 RIDGE BOARD 2x10 RIDGE BOARD TOP OF 2x10 SHOULD BE}"HIGHER THAN TOP OF 402 2x10 RIDGE BOARD 2z4 x 36"COLLAR TIE,TVP Q EA FRAMED SIDE GABLE WALL PER GABLE DETAIL,TYP PAIR OF FULL LENGTH RAFTERS 9}"OVERHANG TYPICAL EVERYWHERE FASTEN PER STRUCTURAL START ALL RAFTER LAYOUTS FROM THE MIDDLE 2,6 FASCIA AND BARGE RAFTER,TYP FRAMED END GABLE WALL PER GABLE DETAIL,TYP 15'-2" 15'-2" 2x8 BIRD BLOCKING,PERPE NO ICULAR TO RAFT ERS,TYP INSTALL(2)SIMPSON A35S CONNECTING EACH BLOCK TO THE CENTER PEAK OVER DOOR AND WINDOW TYP ROOF CONSTRUCTION: TOP PLATE,EQUALLY SPACED ON BLOCK,PER STRUCTURAL J'WOOD CEILING 5}"FIBERGLASS BLOW IN BATT(R-24) 2"SPRAY IN INSULATION(R-14) 2x8 RAFTERS @ 24"OC W/SIMPSON H2.5 AT OUTSIDE FACE OF TOP PLATE }"OSB ROOF SHEATHING FELT PAPER UNDERLAYMENT COMP SHINGLE OR SHEETMETAL ROOFING 6112 PITCH,TYP Firm Name and Address Wolf Industries PO Box 2410 Battle Ground,WA 98604 Project Name and Address MODEL B e9y' PICAL CROSS SECTION MODEL B ROOF FRAMING PLAN Scale: 114"= 1'-0" Project Sheet Date A7 Scale 114"= 1'-0" J U) General Notes ROOFING 2x10 RIDGE BOARD ASPHALT SHINGLES STANDARD,METAL PANELS OPTIONAL 2x4 RAFTER TIE,TYPICAL AT EACH RAFTER,SEE ROOF FRAMING PLAN }"T&G WOOD CEILING J"AIC PLYWOOD SHELF FLOOR TYP 2x8 RAFTER @ 24"OC,NOTCH ENDS FOR SOFFIT BOARD N M DOUBLE 2x6 TOP PLATE 2x8 BIRD BLOCKING 24 FASCIA BOARD 2x6 LEDGER BOARD FOR SUPPORTING SHELF,TYP SOFFIT BOARD EXPOSED AT INTERIOR 2 " rte" 2X6 STUDS AT 24"OC 2X4 STUDS AT 24"OC 0 o ro START LAYOUT HERE 3'-2Y2' 2,-10„ EGround, ress LOWER 4'SHEET OF?'OSB WALL SHEATHING OVERLAPS RIM BOARD BY 1}' A 98604 10'-3" 2X6 RIM BOARD 2X8 FLOOR JOIST @ 16"OC Project Name and Address j"T&G SUBFLOOR MODEL B MODEL B SECTION AT BEDROOM FACING LIVING AREA Scale: 1/2"= 1'-0" Project sneer Date /� 8 Scale ,Lf`7\'•JS 1/2"= 1'-0" J (n D MZ04-1 8-5976D FFGeneral Notes t'wC PLYWOOD SHELF FLOOR TYP 2'-6' 2zG LEDGER BOARD FOR SUPPORTING SHELF,TYP 2- EXPOSED AT INTERIOR 2X4 S 1 UDS AT 24"OC - � SIART LAYOUT HERE 3'-2,y2' 2'-10" 3'-2y't„ Firm Name and Address Wolf Industries PO Box 2410 Battle Ground,WA 98604 10'-3' Project Name and Address J"SUBFLOOR MODEL B MODEL B SECTION AT BATHROOM FACING LIVING AREA Project Sheet Scale: 112"= 1'-0" Date /�/� Q Scale ,•J 112"= V-0" J (n 80 CFM BATHROOM EXHAUST FAN,MOUNTED General Notes IN WALL, EXHAUST THROUGH 4"DUCT USED FOR WHOLE HOUSE VENTILATION (INTERMITTENT) CONTROLLED WITH SMARTEXHAUST SEUS OR SIMILAR FOR ASHRAE 62.2 COMPLIANCE OUTSIDE UNIT MOUNTED ON WALL HUNG BRACKET EP FIRST HO THROUGH J T 8"FROM IN I E OF RIM BO D LINESET --- RUN LINESET INTO WALL HERE N CONDENS E LINE OUT T OUCH RIM B RD AND INS LLA 90 ELSO TO TURN IT D N -L MOUNTED I SIDE UNIT, TURN LINESET DOWNNTERED AB EWINDOW THROUGH SILL PLATE HERE RUN LINESET THROUGH FLOOR _ THROUGH 2"HOLES BORED IN MIDDLE OF FLOOR JOISTS -- SLOPE CONDENSATE LINE TO DRAIN MODEL B HVAC PLAN Scale: 1/2" = V-0" RUN LINESETTHROUGH HOLE IN INTERIOR WALL HERE,THEN ENTRY DOOR HORIZONTALLY BETWEEN HEADER AND TOP OF WINDOW =Ground, 5/0x4/0 SLIDER WINDOW WIRELESS THERMOSTAT(INCL WITH UNIT) 8604 Project Name and Address MODEL B RUN THRO THROUGH BOARD MODEL B HVAC WALL ELEVATION (FROM INSIDE) Project 7 OUT THROUGH RIM BOARD Sheet AND INSTALL A 90 ELBOW Scale: 1/2"= 1�-0" TO TURN IT DOWN Date A10 Scale 1/4"= 1'-0" J 0 LINESET/O OUTDOOR UNIT MZQA-1 8-5-976D a'PEN WATER CONNECTIONS WATER General Notes C FOR TANKLESS WATER HEATER CONNECTIONS FOR }"GAS CONNECTION FOR RANGE,60K MAX BTU GAS CONNECTION BATHROOM SINK FOR TANKLESS WATER 1 FU HEATER,120K MAX BTU � PEX WATER CONNECTION "PEX WATER CONNECTIONS FOR KITCHEN SINK FOR TOILET 1.5 FU 2.5 FU T"FRESH WATER CONNECTION S'GAS PIPE CONNECTION WITH SHUTOFF FOR CONNECTION TO EXTERIOR PROPANE TANK }"PEX WATER CONNECTIONS FOR SHOWER }'GAS CONNECTION FOR CLOTHES 4 FU DRYER,25K MAX BTU 4"DRYER VENT THROUGH FLOOR IN DRYER ALCOVE AND OUT THROUGH EXTERIOR WALL APPROVED ��X WATER CONNECTIONS FOR CLOTHES WASHER [By Marcus Stovall at 7:49 am, Jan 17, 2018 BLUE=COLD WATER(ASTM F876IF877 PEX-A PIPE AND ASTM F1960 FITTINGS) RED=HOT WATER(ASTM F876IF877 PEX-A PIPE AND ASTM F1960 FITTINGS) ORANGE=GAS(BLACK IRON) Oregon Building Codes Division PLUMBING Plan Review for Code Compliance FR Name and Address Plan: APPROVED PO Box 241 es PO Box 2410 Battle Ground,WA 98604 MODEL B PLUMBING PLAN [APPROVED Scale: 1/4"= 1'-0" Plan Reviewed By: Project Name and Address WATER SUPPLY PIPING MODEL B DESIGN PRESSURE-30-90 PSI DEVELOPED LENGTH-30 FEET TOTAL FIXTURE UNITS-13 This Plan approval does not authorize any omission or SERVICE SIZE PER TABLE 616.4-}' deviation from requirements of any state or federal laws, MAIN SUPPLY LINE SIZE PER TABLE 610.4- ' BRANCH SUPPLY LINE SIZE PER TABLE 610.4-}'(RATED UP TO FU AT 40') rules or regulations or any local ordinances. This approve plan is not a building permit. Project Sheet GAS PIPING Date Al 1 TYPE:BLACK IRON Scale SIZE:PER PLAN 114"= 1'-0" JOINTS:THREADED SUPPORTS:16"OC WHERE RUNNING LONGITUDINALLY(AT EACH JOIST),AND MAX 72"OC WHERE RUNNING TRANSVERSELY AND AT EACH TURN UP LOCATION USING METAL PIPE STRAPS SHUTOFF VALVES:IMMEDIATELY PRIOR TO EACH DEVICE CONNECTION 13 LOCATIONS) J (n General Notes 2x4x1}SANTEE, 2x2x2 CLEANOUT 2x2214 SANTEE AND 2x2x2 CLEANOUT TEETEE,AND 2x1.5 2'VENT THROUGH ROOF BUSHING ii"VENT THROUGH ROOF rKITCHEN 2"LT 90 1•'ILET DRAIN 4X3 TOILET FLANGE 3"LT 90 SINK DRAIN 3"CONN 'TI TO SITE SANITARY 3x2 BUSHING 3x3x2 COMBO Oregon Building Codes Division 2 902" PLUMBING 3'C MBO 2' Plan Review for Code Compliance Plan: APPROVED 2"WYE WITH APPROVED WYE WITH CLEANOUT Plan Reviewed By: In 17,2018 EANOUT "COMB 2"9 2" 2"90 This Plan approval does not authorize any omission or COMB deviation from requirements of any state or federal laws, z 9 2"90 rules or regulations or any local ordinances. This approved plan is not a building permit. 2- 2" Firm Name and Address Wolf Industries PO Box 2410 2'P TRAP Battle Ground,WA 98 004 TUB OR SHOWER DRAIN Project Name and Address WASHER/DRYER DRAIN MODEL B 2"LT 90 P TRAP 2x2x2 SANTF+- 2"VENT THROUGH ROOF MODEL B DWVPLAN Project Sheet 63/4"= V-0" "o- ate A 12 Scale 34„= 1'-0„ J (n 01 General Notes Oregon Building Codes Division PLUMBING Plan Review for Code Compliance Plan: APPROVED 2'VENT THROUGH ROOF 1.5'VENT THROUGH ROOF LAP�PR!O!VED Plan Reviewed By: Stovauat7:Soam,Jan17,2o1N3 2'VENT THROUGH ROOF This Plan approval does not authorize any omission or deviation from requirements of any state or federal laws, rules or regulations or any local ordinances. This approved 2x2x,.5SANTEE plan is not a building permit. 4x3 CLOSET FLANGE LAV DRAM 3 2'CLEANOUT TEE x1.5 BUSHING 2'WYE WITH CLEANOUT 3x2 BUSHING 2'CLEANOUT TEE 3'LT 90 2'LT 90 2x2x1.5 SANTEE 3'COMBO 3x3x2 COMBO .5' 2 2' 2 2' 1.5'90 2' COM 'LT 90 SINKDRAIN SHOWER DRAIN 2' yfo 2'COMBO Firm Name and Address 2'P TRAP WASHER DRAIN Wolf Industries 2x2x2 SANTE E z PO Box 2410 2 Battle Ground,WA 98604 2'L 90 Project Name and Address MODEL B (3 MODEL B112 J._0 DWV ISOMETRIC Project Sheet Date A13 Scale N.A. V1 General Notes WATER HEATER OUTDOOR MODEL RINNAI V53eP OR SIMILAR CEMENT BOARD BACKER PANEL ,z4 CEMENT BOARD TRIM HOT WATER OUTLET COLD WATER INLET GAS INLET t BRASS BALL VALVE o }•x}"BLACK IRON BELL REDUCER NPT z}"FLARE ADAPTER v }'GAS SUPPLY LINE i"COPPER WATER SUPPLY LINES GAS SUPPLY,PER DETAIL ON PLUMBING PLAN RECEPTACLE IN OUTDOOR RATE BOX WITH OUTDOOR RATED IN-USE COVER FOR SUPPLYING POWER TO WATER HEATER m =Groundd, s aYz• 98604 �y aX. Project Name and Address J"PRESSURE RELIEF VALVE MODEL B d"BRASS TEE CPVC DISCHARGE PIPE,EXTEND TO BETWEEN 6"ANO 24"FROM GROUND "PEX PLUMBING STUBBED OUT AND CONNECTED MODEL B WATER HEATER DETAIL Project Sheet TO COPPER WATER SUPPLY LINES Scale: N/A Date A 14 Scale J Q M704-18-5976D General Notes D' v �b oiGn rvmI EXTERIOR CONVENIENCE PLUG,16'ABO VE CENTER 7- "U�,�80 �,M,,OUTDOOR=COVER ABOVE SUBFLOOR o q 16' qio 48' 61216 48-A 16 78. 16. 78, S98 CLOSET 70 1.9.. r � 54" 9 54' CENTER,_;- APPROVED ABOVE CEILING MOUNT,CENTER ON WINDOW BDBF"-.5Y 8 By Ryan Bennett at 1:22 pm, Jan 16, 2018 48- S'-1ri µµ�� 6' g g 7LINr 9 L/ CEILING MOUNT,CENTER ON RIDGE CMOUNT,CENTER ON RIDGE 48" STATE OF OREGON BUILDING CODES DIVISION 6,My DOUBLE POLE SWITCH PROVIDES ELECTRICAL PLAN REVIEW I& SERVICE DISCONNECT MEANS FOR HEAT PUMP INDOOR UNIT 79' �0 8 6 0'TFCENTER 124'- m 9 ABOVE BUBFLOOR gq 16' Appr va of these plans does not autheriae or app v 48' 16' B2f' 16'10 1610' 10 any a spun or deviation from the requirements a a y 14/2 WIRE � 48 ord n n1) tale r a eeral law.rola,code or regulation or an SUPPLIES HEAT PUMP, DISCONNECT g Plan a iewed By. — INSTALLED 9 HERE to N ry 1413 WIRE � � S-' ,,, SUPPLIES io 0 INDOORUNIT Q' FROM HEAT PUMP EXTERIOR CONVENIENCE PLUG.16'ABOVE SUBFLOOR,PROVIDE OUTDOOR COVER WIRE FOR PORCH LIGHT,CENTER ABOVE DOOR IN THE MIDDLE OF THE BELLY BOARD Firm I1r1e and Address x Wolff Industries 14/2 WIRE,HEIGHT IS TO CENTER OF g'"HOLE {{ SINGLE POLE SWITCH,HEIGHT IS TO TOP OF BOX PO BOX 2410 DOUBLE POLE SWITCH,HEIGHT IS 70 TOP OF BOX ISI T■■f Battle Ground,WA 98604 All. 1413 WIRE.HEIGHT IS TO CENTER OF?'HOLE N 12/2 WIRE,HEIGHT IS TO CENTER OF HOLE N0 COMMUNICATION OUTLET,HEIGHT IS TO TOP OF BOX Project Nome and Address (III DUPLEX RECEPTACLE.HEIGHT IS TO TOP OF 13O% MODELB ROUND LIGHT BOX,HEIGHT IS TO CENTER OF BOX e)-MODEL B ELECTRICAL FLOOR PLAN Scale: 318"= 1'-0" Project Sheet XX=PANELGROUND CIRCUIT LT CIRC - A15 GFC1=GROUND FAULT CIRCUIT INTERRUPTER EQUIPPED DEVICE Date Scale 114"= 1'-0" 01/31/2018 � 16 0 — M704-18-5976D General Notes 1 2 MICROWAVE SPACE # BREAKER BREAKER WIRE SIZE H RANGE HOOD SIZE TYPE 1 15A/240V STANDARD 14-2 3 4 PUMPPUMPKITCHEN 2 20A/1 20V COMBO 12-2 �� PLUGS 3 SEE 1 5 6 4 20A/1 20V COMBO 12-2 GARBAGE KITCHEN FBYRya!n OVED DISPOSAL PLUGS 5 20A/1 20V COMBO 12-2 Bennett at 1:22 pm, Jan 16, 2018 7 8 6 20A/1 20V COMBO 12.2 STATE OF OREGON BUILDING CODES DIVISION LAUNDRY BATHROOM ELECTRICAL PLAN REVIEW PLUG PLUGS 7 20A/1 20V COMBO 12-2 8 20A/120V GFI 12-2 A p val of these plans does not authorize o p 9 a y mifsion or deviation from the requirerren 9 f a y LIGHTING: ALL PLUGS: BEDROOM O e t of tederal law,rule,code or regulation o a I ca! o di ante. PLUGS:�-L�VI FT�b4{�G ROB , 9 15A/1 20V COMBO 14-2 } ROOM, W/H wad By SMOKE DETECTORS 11 10 15A/1 20V ARC FAULT 14-2 12 SPAR-E-- SPAR — 11 SPARE =Ground, ss12 SPARE 98604 PANEL A BRAND: SQUARE D Project Nome and Address MODEL: HOM1224M100PC MODEL B RATING: 100A SPACES: 12 MODEL B ELECTRICAL PANEL SCHEDULE MAX CIRCUITS: 24 Scale: N/A Project Sheet Dote A16 Scale NIA J Cn 17 01/31/2018 M704-18-5976D General Notes PANEL A 100 A 1201240 VAC HOMELINE HOM1224MIODPC 100 A FROM UTILITY OR MAIN PANEL (3)2 AWG Al (1)4 AWG AI(IF COMING FROM MAIN PANEL) STATE OF OREGON BUILDING CODES DIVISION ELECTRICAL PLAN REVIEW APPROVED By Ryan Bennett at'1:Zf pm,Jan 16 ZOYB Appr v of these plans does nal euthorixe or app o any mi sion or deviation from the req u 11 m ents a y slat or federal law,rule,cad*or regulation or an ca ordir,an e y Plan le iewed By'. (1)M6 AWG Cu GROUND Firm Nome and Address LIFER GROUND OR ALTERNATIVE Wolf Industries GROUNDING PER LOCAL CODES PO Box 2410 Battle Ground,WA 98604 Project Name and Address MODEL B MODEL B ELECTRICAL PANEL SCHEDULE Scale: N/A Project Sheet Dale A17 Scale NIA 01/31/2018 0 18 AA- General Notes ROOF SHEATHING tiN F SHEATHING ROOFING UNDERLAYMENT(ROOFING ING UNDERLAYMENT(ROOFING / NOT SHOWN FOR SIMPLICITY) NOT SHOWN FOR SIMPLICITY) SIDING f— ?GAP SHEET METAL DRIP EDGE FLASHING � SHEET METAL DRIP EDGE FLASHING 221x}SHEET METAL V DRIP EDGE FASCIA BOARD BARGE RAFTER JX4 FIBER CEMENT TRIM OR SIMILAR WINDOW(DOOR AT SIM) MODEL B HORIZONTAL TRIM DETAIL MODEL B EAVE DETAIL MODEL B GABLE DETAIL Scale: 1-1/2"= 1'-0" Scale: 1-1/2"= V-0" Scale: 1-1/2"= 1'-0" FOn Name and Address Wolf Industries PO Box 2410 Battle Ground, WA 98604 Project Name and Address MODEL B Project Sheet Date A 18 Scale N.A. J !n General Notes 2x18 RIDGE BOARD 2x8 RAFTER,TYP 2x4 COLLAR TIE PER STRUCTURAL }'OSB ROOF SHEATHING 5}"OF FIBERGLASS BLOW IN BATT INSULATION COMPLETELY FILLING RAFTER CAVITY.R-4.411N,R-24 TOTAL 2'RIGID SPRAY IN INSULATION,R-74N,R-14 TOTAL ALSO PROVIDES CONTINUOUS AIR BARRIER ACROSS ROOF STRUCTURE AND TIES INTO WALLS.ALL PENETRATIONS INSTALLED AFTER SPRAY IN INSULATION SHALL BE SEALED WITH SPRAY IN INSULATION UNVENTED ROOF DESIGN 2x8 BIRD BLOCK j'T&G WOOD CEILING SHEATHING APPLY SPRAY IN FOAM INSULATION DOWN OVER BIRD BLOCKS(END RAFTER AT GABLES)AND ACROSS WALL TOP PLATE TO JOIN WALL VAPOR BARRIER AND KEEP AIR BARRIER CONTINUOUS 1x4 TRIM BOARD 26 FASCIA Finn Nameand Address Wolf Industries PO Box 2410 Battle Ground,WA 98604 MODEL B TYPICAL ROOF AIR BARRIER AND THERMAL ENVELOPE DETAIL Project Nome and Address Scale: 1"= 1'-0" Project Sheet Date A19 Scale N.A. J C0 0 RA- 2X8 RAFTERS @ 24"OC General Notes }"OSB ROOF SHEATHING 5}"OF FIBERGLASS BLOW IN BATT INSULATION COMPLETELY FILLING RAFTER CAVITY,R4.4/1N,R-24 TOTAL 2"RIGID SPRAY IN INSULATION,R-7/1N,R-14 TOTAL ALSO PROVIDES CONTINUOUS AIR BARRIER ACROSS ROOF STRUCTURE AND TIES INTO WALLS.ALL PENETRATIONS INSTALLED AFTER SPRAY IN INSULATION SHALL BE SEALED WITH SPRAY IN INSULATION APPLY SPRAY IN FOAM INSULATION DOWN OVER BIRD BLOCKS(END RAFTER AT GABLES) AND ACROSS WALL TOP PLATE TO JOIN WALL VAPOR BARRIER AND KEEP AIR BARRIER CONTINUOUS 2x8 BIRD BLOCK BETWEEN RAFTERS,TYP J"T&G WOOD CEILING 1x4 TRIM BOARD DOUBLE 2x6 TOP PLATE 2x6 STUDS @ 24"OC PLYWOOD INTERIOR WALL SHEATHING 5J"OF FIBERGLASS BLOW IN BATT INSULATION COMPLEI ELY FILLING STUD CAVITY,R-4.4/IN,R-24 TOTAL >f" VISOUEEN VAPOR/AIR BARRIER BETWEEN STUDS AND INTERIOR WALL SHEATHING, J'OSB EXTERIOR WALL SHEATHING WRAP OVER TOP PLATE TO JOIN WITH SPRAY IN FOAM ROOF INSULATION TO MAINTAIN AIR BARRIER CONTINUITY.ALL PENETRATIONS IN VAPOR/AIR BARRIER SHALL BE SEALED WITH SPRAY IN FOAM,CAULK,OR GASKETS MADE FOR SUCH USE. CAULK BASE OF ALL EXTERIOR WALLS TO TIE WALL AND FLOOR AIR BARRIERS TOGETHER SINGLE 2x6 SILL PLATE "SUBFLOOR VISOUEEN VAPOR/AIR BARRIER BETWEEN FLOOR JOISTS AND SUBFLOOR 2x8 RIM JOIST SHEATHING,END AT RIM JOISTS.ALL PENETRATIONS IN VAPOR/AIR BARRIER SHALL Firm Name and Address BE SEALED WITH SPRAY IN FOAM,CAULK,OR GASKETS MADE FOR SUCH USE. 777"'OF FIBERGLASS BLOW IN BATT INSULATION COMPLETELY FILLING FLOOR JOIST CAVITY,R4.411N,R-33 TOTAL Wolf Industries PO BOX 2410 2x8 FLOOR JOISTS @ 18"OC }OSB SHEATHING Battle Ground, WA 98604 Project Name and Address MODEL B MODEL B TYPICAL WALL AND FLOOR AIR BARRIER AND THERMAL ENVELOPE DETAIL Scale: 1"= V-0" Project Sheet Date AI'L10 Scale N.A. J (n M704-15-5976D 0 wvneswm Q m mxarcnewt: �rn naMER 91LL� 'EPRW�LLEN.TAGL PROJECT STRUCTURAL NOTES: (STATE Of OREGON) MIN,SHEARWALL LENGTH I �TRMIE0.5ND GENERAL INFORMATION: / ns REouaeo ~t 1.GOVERNING CODE IS THE 20151NTERNATIONAL BUILDING CODE AND 2017 OREGON STRUCTURAL SPECIALTY CODE.THE PROJECT WAS DESIGNED FOR THE FOLLOWING LOADS: a.UVE LOADS: oa,ae TaRRu PWI rNsrv.s»rar BEET MF wuml.R pz.. z 30 PSF SNOW LOAD WITH snow ORIFI V1J MRCRRt sTsm atwwuc L ROOF s< RE,< MIN.SHEARWALL LENGTH BO1TXE"D""° exomo uRess wr D F m ii.FLOOR LQ PSF sREnRSF mos nmoRaim�cN 1ga.ERslUO I b.GROUND SNOW LOAD. 30 PSF e_^aaaa^c"T - -- = nrewaF wuRs I hicr. ` 145MPH EXPOSURE e(IRFD) 'Ri RTES Fns �,r� �� REwREoro IomE lwAeRs urpeR c WIND LOAD: men axlrEroS. S re"oarowtara.ls NxP Ica msT d.SEISMIG LOAD- SEISMIC DESIGN CATEGORY:D reErtRE snEe mlwT I II II II R I RlsasOnEvs T�ooE wm,y aruos.ule mtwmeas.�. M srwro SEISMIC SITE CLASS:D Ren"amwa srrleD,EE I II II I III p, .rnTcrE coat rs-O.Botg I I I I II I III R.,RLenaEs SI.0.412g s"rwwowi,,,c rtnrF"T _ I I I I I I I - I I ezlwlDxwua_ _ 3.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING pElDNwIIG ax I I I 1 I vepN-s WORK. wxo sws y 4.SHOP DRAWINGS SHALL BE REQUIRED FOR REINFORCING STEEL.AND PREFABRICATED BEAMS OR AS Rr RU Ru mlaatws I m REQUIRED BY REVIEWING JURISDICTION.SUBMIT 3 SETS OF DRAWINGS FOR REVIEW. I H I I H Eu,e VII I ero --------------- mEsw Ew 5.SHOP DRAWINGS,STAMPED BY A REGISTERED ENGINEER IN THE STATE OF OREGON ARE REOUIREDONTHE ,uwwlrEa oR1°i° PREMANUFACTURED GANG-NAILED TRUSSES.SUBMIT 3 SETS OF DRAWINGS AND CALCULATIONS FOR REVIEW. 6.ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS raff renes SHOWN FOR SIMILAR CONDITIONS,SUBJECT TO REVIEW OF AOR AND EOR. 11 L LZ Rao1MA II I I I II I SPECIAL INSPECTION: 1.SPECIAL INSPECTION REQUIRED SHALL BE PROVIDED PER IBC CHAPTER 17 AND AS REQUIRED BY LOCAL 3 JURISDICTION. ELEVATION �" KK v rz Q S41Rp11E IHICM qNG U FOUNDATIONS: s TMr«;wTUFwazwvaoR TYPICAL WALL OPEN'G ELEVATION 1.FOUNDATIONSRE.ARE BASED ON AN ASSUMED TOTAL LOAD BEARING PRESSURE OF 1500 PST PER MIN. 1 SHEARWALLDETAIL �FRnc c.EiTlv+uxTserwEw 2 "°4 S REQUIREMENTS. VERIFY WITH GEOTECHNICAL REPORT IF GEOTECHNICAL INVESTIGATION WAS PERFORMED. se,E NFwwEaENSrneT S1 "I'u sa;ssra z P�I'II 2.ALL FOOTINGS SHALL BE PLACED ON FIRM,UNDISTURBED NATIVE SOIL.OR ON ENGINEERED FILL COMPACTED S1 1Od`c I1S'P Y TO MINIMUM OF 95%OF THE ASTM d 1557 DENSITY U.N.O.BY THE GEOTECHNICAL REPORT. w 3.BOTTOM OF ALL FOOTINGS TO BE EMBEDDED BELOW FROST DEPTH OR PER GEOTECHNICAL REPORT, i WHICHEVER IS GREATER. O ata wx. REINFORCING STEEL'. 1.ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 815 GRADE 60. en eo. I-rtla I'IAK. 2.WELDED HARE FABRIC TO BE PER ASTM A185. sy RtearstN Euy, e�wo�-. � / '^+a`�aa`R��rr'm"caealnEeN stsu 3.PLACE 2-0X CI BAR.E CORNER.AND INTERSECTIONS. sEcr,aN sAJRmasln's -1� Tr pR,Ereaff ntE uNxsr WKM NYE ♦.ALL REINFORCING STEEL SHALL BE DETAILED,FABRICATED,AND PLACED IN ACCORDANCE WITH ACI NDE DETAIUNG MANUAL 315. 5.LAP ALL REINFORCING BARS MINIMUM 30'. b O 8.SECURELY TIE ALL REINFORCING PRIOR TO PLACING CONCRETE. aywu Notes: z 7.PROVIOE T CLEARANCE FOR ALL REINFORCING IN CONCRETE CAST AGAINST EARTH,2`FOR CONCRETE I. Nore.w.crrrrtac EXPOSED TO AIR,AND 1 1R-FOR ALL INTERIOR EXPOSURE. "NCKn enTs prat. wmewp�omlea TYR!X.SFE SXF"MWL 1'YNIFlIR 1'YrL KIEa n1µ51'ON11ELteES saeaEE wo rRvws xvpn ww HaoRs wumu CONCRETE: "rveuw+acs Q srm,cnEww°RpEn 1,ALL CONCRETE SHALL DEVELOP A MINIMUM 28-DAY LAB CURED COMPRESSIVE STRENGTH OF 2500 PSI. T' XOeasnw"ps 2,ALL EXPOSED CONCRETE TO HAVE 5%PLUS OR MINUS 1%MR.BY VOLUME,CONFORMING TO ASTM C 260. i,y syr rr slime In N ! ff rEsnu tewnr. x nowTOTr.wlcrm FRAMING LUMBER. twrrt Srin 1.ALL FRAMING LUMBER SMALL BE DOUGLAS FIR-LARCH AND SHALL BE GRADED UNDER THE MOST RECENTLY (f RWISETErpaF ADOPTED RULES OF THE WEST COAST LUMBER INSPECTION BUREAU(ACUB). N pEJwvwILE 2.ALL BEAMS AND JOISTS SHALL BE NUMBER 2 OR NUMBER 1 AS INDICATED ON THE BANS. s• r > r ° 3.ALL STUDS AND BLOCKING SHALL BE NUMBER 2. 1wr21Ie nRrcTuff rr<ue�sr 4.ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED SHALL BE PRESSURE TREATED IN ACCORDANCE e�AIr�AM WITH AWPA STANDARD C-2 AND SHALL BEAR THE AMA QUALITY MARK. °�Ra su Rune cRrn n 1.DOUBLE ALL JOISTS UNDER WALL PARTITIONS,AND PROVIDE BLOCKING BETWEEN JOISTS WHERE BEARING ° RIDOF e I wwrzwmN.rprRuaexar _---I` WALLS ARE PERPENDICULAR TO JOISTS, tNw ss>EaRNmw. 8.ALL GLULAMS BEAMS TO BE 24F-V4 TYPICAL,24F-VB FOR CANTILEVERED OR CONTINUOUS SPAN. 7.ALL LVL LUMBER TO BE MICROLAM LVL OR APPROVED EQUAL. TYPICAL STUD S.ALL PSL LUMBER TO BE PPRALLPM PSL OR APPROVED EQUAL, PLYWOOD SHEATHING: 3 TYPICAL SILL PLATE NOTCH DETAIL a NOTCHINGI CUTTING AND BORING m 1,ALL PLYWOOD SHALL BE C-0 GRADE HATH EXTERIOR GLUE MANUFACTURED IN ACCORDANCE WITH THE . .1 '-z'a U) J UNITED STATES PRODUCT STANDARD PS 1-831ANSI A19B.1-FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD` S1 1"1'd W AND SHALL CONFORM TO UBC STANDARD 23-2 AND SHALL BEAR THE APA TRADEMARK OF THE APA. w_ Q 2.PLYWOOD SHALL BE LAID WITH END JOINTS STAGGERED. 3.BLOCK ALL SHEAR WALL SHEATHING WITH 2X BLOGM14G AT ALL EDGES. pyan DURe..gceeee O,w.wO � Q 4.ROOF SHEATHING TO BE UNBLOCKED J4`C-D 2M0 PLY WITH 8d AT 6'O.C.PANEL EDGE NAILING AND 12'O.C. �"mNw Mr GOB`<u�oK+ONa FIELD NAILING TYPICAL Plan:APPROVED UI W S.FLOOR SHEATHING TO BE UNBLOCKED 34'T&G C-0 32H6 PLY WITH 10d AT 8'O.C.PANEL EDGE NAIUNG AND : I 0O 12-O.C.FIELD NAILING TYPICAL,U.N.O. APPROVED Q U- 2,EXTERIOR WALLS TO BE 318'EXPOSURE I.C-DPLY OR OSB SHEATHING WITH I Dd AT 6'O.C.PANEL EDGE a gptp pygyr.`fl Rnt An N.All Z NAIUNG AND 12'O.C.FIELD NAIUNG ANO.SEE SHEARWALL CALLOUTS AND SCHEDULE. _ W i.OSB MAY BE SUBSTITUTED FOR PLYWOOD WITH SAME SPAN RATING. eom u r'ReR � .�. a p^°m'°°�" 1- -,,..m. Q F TIMBER FASTENERS: ,z ZA 1.ALL TIMBER MATI38AL SHALL BE FASTENED PER IBC TABLE 23"AA,'FASTENING SCHEDULE'U N.O. 0 Z A OUTSIGE CORNER�TNL DATE: 01-11-2018 vi. BY ORAWH : J m' caNn;E".i CHECK BY: JEEBS rnx°.nxnouw Ire JOB: 17-105 B IN.IDECORMAOETALL STRUCTURAL NOTES ppSCHEDULESSCHEDULES&DETAILS 5 SHEARWALL DETAIL O CORNERSHEET: S1° e.)s5P PIRES:G%3072LY 01/31/2018 22 M704-18-5976D a 0 � m LnF- 0 POST a BEAM FWNDATION �.Z INSTALL STRAP®FACE OF N1 A STUDS ABOVE TO FACE OF POST 1—m BELOW,TYP. 6 Sa TYP. 4A CONC.FON. 4A O HAOWNS 4R @ POST BM. PON. @ POST 8 BM. 5 FDN. o A B > m 4A 1 4A 51 48 ®POST BM. (l POST&BM. 5 TYP. FDN. FDN. SH EARWALLS i f A ds U 2 TY P.g 61 OPENINGS v x U 6 STRUCTURAL SHEARWALLMOLDOWN PLAN $ s2 O 2 FOUNDATION AND FRAMING PLAN NOTES' 1. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY,CONFIRM W1 DESIGNER PLANS 8 DETAILS FOR ALL DIMENSIONING. 2. CRIPPLE WALLS,AS REQUIRED,TO BE NAILED FOR FULL HEIGHT WALL SHEARWALL SCHEDULE(Not All Symbols Used on Plans) � MOVE, EDGE NAILS/FIEWNAI BOT,PLATE i �� U INDICATES HOLODOWN TYPE d LOCATION.HOLDOOMMS TO BE LOCATED OX SHFATMNG SHEAR(PRF)NAIL ATE PLE STAPLES STAPLES NAJUNO TOP PLATE SIL-Mr A.B. � � AT END OF SHEARWALLS.TYPICAL U N O.ON PLAN. (D.C.) IO.CI (D.CI A35 10.C) (O.C4 m G1 ME GYPSUM.ONE SIDE BS ]d COOLER d BOTTOM T FOOTINGS TO BE PLACED BELOW FROST DEPTH OR A6 4" iD' 1G®iT' 5'4' C-0' NOTED IN THE GEOTECHNICAL gEPORT,VMICMEVER IS GREATER. J ]N5'PPA RATED,ONE SIM 260 6m16 GA 5M•' 17 1w a 5 1'9 5L' S. PROVIDE A MINIMUM OF 1$0.FT,OF VENTILATION AREA FOR EACH 150 W W a 7/16'APA RATED,ONE SIDE 319Y BN16 GA d'FT' 12' 1Bd d" SO.FT.OF CRAVKSPAM AREA VENTS ARE TO BE CLOSABLE`MTH 1I IN. Q 1'd BURG REOi1 AT HORIZ SHEATHING MESH CORROSION RESISTANT SCREEN.POST NOTICE RE.OPENING �yv C 7115 MA RATED.ONE SIDE490 64118 GA T'IT' 12 11G T' 0-11' 2S' VENTS AT THE ELECTRICAL PANEL PROVIDE"r AS MH Ory IL ( O rLLWDF ANS co G C� W ]HS APA RATED.ONE SIDE 640 Sol T 12' 16dQT' Og' T-0' USE 3STUDS S COORDINATE PENETRATIONS CF SITE UTILITIES,MECHANICAL DUCTS. � � 1. ALL PIPING,AND ELECTRICAL CCNDUITAPANELSTOMINIM2 IMPACT TO Ld STRUCTURAL FRAMING.PLUMBING FIXTURES SMCWN M FLOOR FOR OLL 2 FLOOR LOORAN ROOFDIMMOAGMST BE BD VT I, REFERENCE AND POSSIBLE FRAMING CONFLICTS ONLY, z 3. FLOOR AND ROOF AND I O BL TO BE TO SH WITH 1-NILS CAT O.C,EDGE MIRING AND 17 ON CENTER FIELD NNUNG.USE PLYWOOD THIGMESH AS INDICATED ON P1A11. Z) U' 4, ATTACH LIMJATHING I EXTEND FUL TO OF WALL. INDICATED IN TABLE BOTTOM PLAT ] O F 5, ALL WALL SHEATHING TO EXTEND FULL HEIGHT DF WNL,TOP PATE TO BOTTOM PLATE, ALL FOOTINGS ARE V BE CENTERED UNDER COLUMNS U.FLQ ALL M ALL SHEARWNPLATELS AND HOLSOWASHERNSMAL AT AUL ANCHOR BO LOAD PATH TO FOUNDATION WOOD POSTS TO HAVE SIMPSON BP,U.N.O. J T 7 USE RETOPP4TEFA WASHER T Gro G,XORBOLTS I O y S WHERETSHEATNG TOBEATTA LESS TNAHCIREM(TYPEAI NOTED I SCHDILAZE MANUFACTURED LUMBER(MICROUAM LVL.OR PARIAH PSL'. ALL FOOTINGS TO BEAR OVER GRADE OVER FIRM,UNDISTURBED, B. ALL SHEAR WALL$T GOB FULLY ATTACHED O.1A. KING O NOTED EQUIEME El SCREWS FOR ATTACHMENT OF GYPSUM SHEATHING MUST BE TYPE W ORS NCN-0RGANIC,NON )PANSIVE NATIVE MATERWL OR STRUCTURAL 1D. FOR SHEARWALLS W/BE FULLY BLOCKEDU.N.O.6LOCIUNG TO MATCH REQUIREMENTS FOR PANEL EDGE STUDS FILL AS REQUIRED PER CEOTECHNICAL REPORT. 11. FOR SHEARWALL9 W/(2)RO SPACED AOF T I PLATENILING,UL S111,1�HEATHING IMILMO.SPACE ROWS A MIN,OF I I MAST,ANO STAGGER NILS. 12 FOR SHEMWALLS WI 81109 SPACED AT IT MAK INSTNLSHEgTHING WITH LONG DIMENSION ACROSS STUDS. I REFER TO 391.0 AND USI.0 FOR ALL PATE AND STUD TYPICAL NOTCHING,BORING AND CUTTING REQUIREMENTS. HOLDOWN SCHEDULE(Not All Symbols Used on Plans) 10' ALL BEAMS TO HAVE SOLID STUD BEARING MINIMUM FROM GEARING LOCATION DOWTI TO FOUNDATION. ALLQMAK! MINIMUMY SlMpbpN MODEL LOAD"84 POST FASTENERS ANCHORS REMARKS DATE: 01-11-2015 THICKNESS 4A MSTCM40 4= (2)3 STUDS 2 I W S NK S OD DRAM BY: JES 141Nv1 y4 TITEN IN CONCRETE JE$ 40 MSTU 2635 (2)3 STUDS 1&16E SINKERS CHECK RY: 5 MSTCS2 4235 1212A STUDS 4416E SINKERS - ROOF FRAMING NOTES: JOB: 17-105 13 HW4SDS25 456 (A1 STUDS 12 SDS1NXS1F13CgEW3 GSTB23 I. COORDINATE ALL DIMENSIONS A FEATURES NOT MH V. ARCHITECTURAL PLANS. 1. NILS ARE TO BE COMMON WIRE NILS,U.N.O. 2 XARMARE IS TO BE SIMPSON.U.N O. 2. O INDICATES SHEARWALL TYPE,SEE MEARWML SCHEDULE. STRUCTURAL LAYOUT i HOLOOWNHARDWARECANBEEXTENDEDWITHA3MTHRORODANDCOUPLER �t,RPR FF. 4. NL HARDWRETOBEFOR LED PER MANUFACTUIGHT OF RE S URE SPEC 3 INDICATES PERFORATED SHEARWALL ARROWS INDICATE LENGTH OF y't GGaVV�jIN Lrd1� 5, HOLISMA RHO BE INSTALLED PERMPN TOTY RAL SPECIFICATIONS �—{A}� PERFORATED SHEARWALL PROVIDE NAILING PER SHEARWALL B. HOEDOWN ANCHOR BOLTS ARE IN N CATALOG TO TYFICN MLL PLATE ANCHOR BOLTS. V SCHEDULE Q PANEL EDGES d MOUND ALL OPENINGS FOR ENTIRE MALL W� I 7. LAPACITIESPEDED ROD 70VPBON T CLEAR GIBIS. LENGTH C� 8. EXTEND THREADED ROD TO MATHIN S CLEAR S BOTTOM OF FOOTING, & STRAP HOEDOWNS(MSTC ETC'LOgp3 ME BASED WE FLOOR TO FLOOR CLEAR SPM TABLES W/A CLEAR I'M OF 1111,7&12 DEPTH'. 4, CMERM INDICATES SHEMWALL LOCATION BELOW FRAMING,SEE SCHEDULE. 5, TYPICAL EXTERIOR HEADER IS IXB DF VSE(2)2n6 TRIMMERS UNO ON 1 OY�3 ' Il PI-ANS. SHIV. J L S. SEE MEET 6I FOR STRUCTURAL NOTES �R E'•I�P� .: 9ES f>r30,P20 23 O1 i31i2018 M704-I8-5976D yS"PLYVYOODIOSB SHEATHING MIN., N TW-®ROOF 8 Bd.aFIon I NAIJU _ T o.e FIEID NALLf4G N q L`Y fit pqq �y TIES 14Y� r W U I I �I I T FS wl � 0.POE2•uc. � I 5 GENERAL ENGINEERING NOTES: 1 COORDINATE PLL DIMENSIONS 6 FEATURES NOT SHOWN WITH -- DESIGNERS DOCUMENTS. n c Fl I 2 TYPICAL HEADER IS 4x8 OF NO.2 USE 1 KING STUD 81 TRIMMER TYd. P 6 r 4 UNLESSNOTEDOTHERMSE. t RAF ERICA I a1 3, SEE SHEET S1 FOR STRUCTURAL NOTES AND SHEET S2 FOR St IQ M1 — — SCHEDULES. TYP.(I.@ —_— — ——— 4. REFER TO 71M AND WS4 FOR PLATE AND STIR TYPIM NOTCH" SHEARWALLS BORING AND CUTTING REQUIREMENTS M F 2 IZ0 St 3 2 TYP.T@ TYP. u OPENINGS ; S s OF FRAMING PLAN 1N•=t•-o• w S3 � 5 n 2x8 LEDGER SUPPORT®EDGES w1121 SIMPSON SOSY v3-1lSy�DUp2 3x6 OF#2 z SCREWS Q EA.STUD,TYP. z,s Dr 02E�ENOWNAULTED CEIUNG Dc#2 W TBG PLYWOOD SHTG.0 LOFTwl10E®E0.c PEN.S@ 12'c.c FIELO NAIUNG.TYP. X51 TYP @— OPENINGS 7Ln2 3a� 2 STORAGE LOFT FRAMING PLAN S3 va =V4r m-1&IT to-t vtc 1a-1 s�1c SIMPSON EPCBZRCBZ POST CAP, 2 FOOTINGS®END POSTS TO TYP. TYP. S4 HAVE BAC IND.STABIL-K DRIVE � w O TIE DOWN ANCHOR INSTALLED Q Q BOT,OF FTG.PRIOR TO PLACING Cn O / ` / B 10 OF / T CONCRETE,TYP.4x 6 t0Of II2 10 #2 o W \ J O 2x CROSS BRACING FROM TOP Al1dJ JOIST will WA lL ABOVE I Ill O OF POST TO BOT.OF ADJACENT I I I I I I I POST a(4)SIMPSON SDS Ya3 SCREWS.TYP. DBL 2x OR 4.POST UP TO SEIW ANDIOR HDR.ABOVE,TYP I-- STS j6• I I Y^RE.N.& SHTG FIIDUD a c.c.P.E.N.B®ti a c.FIELD a I I I I I I y8 3 ALIGN JOIST rd2x NAILING.TYP. N CROSS BRACING FROM TOP WkL ABOVE II I I I I I OFPDBTTOBOr.OPADJACENT I I I I I I I� DATE: 01-11-201a POST w(4)SIMPSON SDS Y.3 SCREWS,TYP. DRAWN BY: JES CHECK BY: JES / —1 / \ 4—I / BriI 00F / T JOB: I7405 &B POSTS W SIMPSON ABUmz Sx8 POSTS v SIMPSON POST BASE ON FTG.7-0V 0 x 1P CSSQSDS2 POST BABE ON FTO. STRUCTURAL LAYOUT, SIMPSON EP06ZP06Z POST CAI', THICK W(3)IN EA WAY,TYP_4x ?A'0 x IT THICK W(2)M EA TYP WAY,TYP.®END POSTS,4vp" FRAMING 8 FOUNDATION �e FOUNDATION PLAN OPTION B NSTAL (21 BARSTHRUTIE �, dGPROc pOWN PNCHOR CAP) S3 1)4"=1'-(r � ` sHEEr. NOTICE I THESE APPROVED PLANS SHALL O ON P BE KEPT ON SUCH BUILDING OR ,,p l - WORK AT ALL TIMES DURING ✓ k�3 rr�� J vS WHICH THE WORK AUTHORIZED - � �,i> A THEREBY IS IN PROGRESS UNTIL FINAL INSPECTION PIPES B/OYH) 24 M704-18-5976D Ln0 Q� �y ROOF SHEATHING PER PLAN Z m m BOUNDARY EDGE NAILING PER PLAN 2X BLOCKING,MAY BE INSTALLED PERPENUICULAR TO ROOF SHTG. O RAFTER PER PIAN MAYSIMBE N H2.5STA CLIP,TYPICAL. m MAY BE INSTALLED INT.OR EXT. SIMPSON A35 Q 24'O.C.U.N O. PER SHEAR WALL SCHEDULE PANEL EDGE NAILING PER PLAN M r Z w G.C.i0 NOTCH RAFTERS IF � NEEDED,BUT NOT REO'D.) 2X8[�24"O.C.STUD WALL Wl O EXTERIOR FACE OF PLATE TO DOUBLE TOP PLATES AND U PROVIDE PROPER FASCIA DEPTH SINGLE BOTTOM PLATE w WALL SHEATHING PER PLAN R U Z [3 S SECTION @ FRAMING 31 O SIMPSON A35 CLIP Q 48-c.e. OR PER SHEARWALL SCHEDULE NONSTRUCTURAL 2x10 RIDGE SHTG PER PLAN BOARD w(211W TOENAILS.TYP, Sd Q6':La ROCFSHEATHINGPERPLAN (2)16tl�EA.OUTRIGGER P.E.N. 2x RAFTER,SEE PLAN m 2x OUT Q W J —————————— SHTG B NAILING PER 24'o.c. � w p SHEAR WALL BELOW O � —_—_----_— 2I 0 U) LU cl W O Z O 2x8 RAFTER PER PLAN 8 w 2x4 COLLAR u- O F TIES E)12"MIN.BELOW RIDGE BOT. _..I OF TIE)W(4J SIMPSON SDSY X 3 3 SS CREWS Q EA.ENO = F- _Z SECTION @ ROOF FRAMING QSECTION @ OUTRIGGER 314"-V-0' 314"=T-D" DATE: 01-11-2018 DRAWN BY: TE: CHECK BY JES JOB: 17-105 STRUCTURAL DETAILS rLd PIP? �`�Cf10\�� SHEET: Q ON ' S4 O�E.IS�P� -PINES:8%36/20 25 01/31/2018 CORRESPONDENCE ADDITIONAL INFORMATION r City of Tigard December 23`d,2019 Permit-It LLC Attn: Kirsten Lyons 1436 A Street,Suite 106 Washougal,WA 98671 Project: Arms ADU Site: 12530 SW Brookside Avenue (WCTM 2S102BC,Tax Lot 00111) Land Use File: ADU2019-00016 Dear Ms. Lyons, The City received the above referenced application on December 18s',2019. Staff has evaluated your application for completeness against Tigard's submittal requirements and determined that additional information is required. I. Completeness Items In order for your application to be deemed complete,please submit the following items: 1. Narrative • Please confirm that the applicant has not requested any modifications to the Wolf Industries Model B ADU structure 2. Site Plan • On 8 1/2"x 11" or 11 x 17"paper,please submit a scaled drawing of the site plan i. All dimensions called out on the site plan need to accurate (see attached) ii. The ADU needs to be labeled with a width of 10 feet 3 inches and a length of 30 feet 4 inches for an area of 310.9 square feet because those are the dimensions shown in the building plans 3. Building Plans • Please submit building plans that are drawn to scale • Please label the height on the plans II. Completeness Options This letter contains the completeness review from all relevant City Departments. Please be advised that no further action will be taken on your application until one of the following events occurs: (1) you submit all completeness items, (2)you submit some completeness items and request that the City deem your application complete, or (3) you submit no completeness items and request that the City 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 0 www.tigard-or.gov Determination of Completeness Page 2 Land Use File ADU2019-00016 deem your application complete. Once your application is deemed complete, staff will review your application for approvability. III. When Your Application Becomes Void Per ORS 227.178,your application will be void if one of the three actions listed above is not taken within 180 days of the date you submitted your application.The date on which your application would become void is June 15`'', 2020. Please be aware that application fees are non-refundable. If an application becomes void,the City may retain some or all of the related application deposits. If you have any questions or concerns, please feet free to contact me at (503) 718-2450 or SamuelQ&tiga^ r�d-or.gov. Sincerely, -L'V41 Samuel Copelan Assistant Planner Samuel Copelan From: Kirsten Lyons <kirsten@permit-it.com> Sent: Monday, December 30, 2019 10:47 AM To: Samuel Copelan Subject: RE:ADU2019-00016 Letter of Incompleteness Follow Up Flag: Follow up Flag Status: Flagged Caution!This message was sent from outside your organization. Allow sender I Block sender Hello Samuel, Just wanted to let you know that I received this request and have mailed a new site plan as well as the A8 page of the plan set that calls out the height of the structure. The A8 sheet is included in the original plan set submitted on Dec. 18tH I know you're currently out on vacation but wanted you to know that the corrections are currently in route to you. Please let me know if you need any additional information. Hope you had a very nice vacation. Thank you! Kirsten Lyons Account Manager Permit-It, LLC 360-326-8870 360-998-3228 866-9-PERMITS w1j, www.permit-it.com kirsten(o_)permit-it.com F�L� '' J-hraaF, © © 0 is From:Samuel Copelan<samuelc@tigard-or.gov> Sent: Monday, December 23, 2019 4:08 PM To: Kirsten Lyons<kirsten@permit-it.com> Subject:ADU2019-00016 Letter of Incompleteness Good afternoon Kirsten, Attached is the letter of incompleteness for ADU2019-00016,which I will also send to you in the mail. We prefer in person resubmittals, however you may mail in the incompleteness items. If you choose to mail in the letters of incompleteness, please confirm that everything is drawn to scale. Please use the following address: City of Tigard Permit Center Attn: Samuel Copelan 13125 SW Hall Boulevard Tigard, OR 97223 t I will be out of the office from December 27''through January 1". Please let me know if you have any questions, thank youl Sincerely, Sam Copelan Assistant Planner City of Tigard;Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc(Itigard-or.gov DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules"City General Records Retention Schedule." 2 ADDITIONAL DOCUMENTS RECEIVED p City of Tigard JAN 2 2 2020 CITY OF TIGARD FINANCE DEPART,\LENT PLANNING/ENGINEERING Systems Development Charge (SDC) Exemption Application REQUEST FOR ACCESSORY DWELLING UNIT SDC EXEMPTION (Allowed under TMC 3.24.100.13) Note:Refer to TMC 3.24.180 and the Systems Development Charge(SDQ Exemptions for Accessory Dwelling Units Guideline for eligibility requirements before completing application.City Transportation and Park SDCs exemption only. PROPERTY INFORMATION REQUIRED SUBMITTAL ELEMENTS Name of property owner: Steven Arms Recorded Deed Restriction: �C�_s=1(} Legal Description of Property Location (address if available): 116N SW Brookside Ave Estimate of Exempt SDCs Tigard, OR 97223 15kProof of Ownership/ Tax map and tax lot numbers: 2S102BC00111 Authorized Representative Tape of Unit Total Unite Square footage of each unit Attached.IDC Detnched .IDU 1 .300 sq ft APPLICANT INFORMATION Name,as appears on title of property Steven Timothy Arms and Emily Clare Arms Mailing address: 12530 SW Brookside Ave City/State: Tigard, OR Zip: 97223 Phone: 971-940-6415 Email: armssteven@gmail.eom Applicant's representative: Permit-It, LLC/ Kirsten Lyons Phone: 360-326-8870 ext 204 Email: krsten@permit-it.com THE PROPERTY OWNER ACKNOWLEDGES AND AGREES TO THE FOLLOWING: 1. I understand that acceptance of this application and documents by the City does not constitute an approval of an exemption. Exemptions are not granted until after all documentation is received and cite staff have reviewed and approved my request. 2. 1 understand that if at any time during a period of 10 years from the time my final inspection is approved the accessory dwelling unit for which an exemption is granted is rented or listed as a short-term rental (AirBnb, VRBO,etc.),the owner of the propert% at that time will be required to pay to the city the amount of the exempted system development charges,plus interest. 1 also understand that an advertisement of the accessory dwelling unit as a short-term rental is sufficient evidence for the city to assess the amount of the exempted SDCs. Cityof Tigard - 13125 SW Hall Blvd. - Tigard,Oregon 97223 - n1v\xagard-or;go%- - 503-71&2421 - Page I of 2 I understand that this restriction will hind the property even through transfers of ownership. 3. 1 understand that the City may verify any of the information contained in this application at any time. 4. 1 understand that the City, its agents,successors and assigns will rely on the information contained in this apphcation and the information represented herein; if an),information should change prior to obtaining a certificate of occupancy,I will notify the Cit•. I certify that to the best of my knowledge,all the information provided in this application is true and accurate as of the date provided opposite my signatures below. Steven Arms Property owner signature Print Name Date _AYAa/ VV1-L1111 Emily Arms Property o •n_cr signature Print Name Date APPLICANTS It is the responsibility of the applicant to ensure that the apphcation for the SDC exemption is submitted and approved before the payment of all SDCs are due to the City.SDCs are calculated and due and payable pursuant to Tigard Municipal Code 3.24.080. In accordance with T\IC 3.24.080.B, the City may not issue a building permit or allow connection to the City's systems until either all SDCs have been paid in full or an exemption has been granted. It is the applicant's sole responsibility to ensure an exemption application is submitted to the Cit-in a timely manner in order to meet the timelines in TNIC 3.24.080. SUBMIT COMPLETED APPLICATION TO:SDC Administrator, Finance and Information Services,City of Tigard, 13125 S\t4" Hall Blvd.,Tigard,OR 97223. If dropping the application off in person,drop off at the Utility Billing(UB) front counter located within Tigard Cit'Hall. Questions, can be directed to the SDC Administrator at SDC@tigard-or.gov or 503-718-2460. f�DU2 -C) I `l-- Coo ( STAFF USE ONLY Received by: L Date: `-u- azo Approved by rn a _ Date �D Amount of SDCs Exempt: Park: Trangortation: 104� I SQA s �X�� Cioy of Tigard • 13125 SkV Hall Blvd. Tigard,Oregon 9'223 www. igard-ocgol 503-718-2421 Page 1 of 2 washington County,Oregon 2020-008416 01/30/2020 D1:28:13 PM DARUL Cnt.l Stn-31 aECO0.DS1 $30.00$S.00$11.00$60.00•TOW-$106.00 CRETURN TO: ommTnityrDevelDpment 11111111111111111111111111111111111111111111111 02562086202000084160060064 13125 SW Hall Blvd. I,alaraarst Goal,Interim Director orAssxxxmml and Ti and OR 97223 Taxation and Ex-0incia County Clerk for Washington Tigard, county,Oregon,do hereby certify thetthe within Instrument olwrldngwes received and recorded In the took or records or said county. sisrgeret Oms,Interim Direener of Assessment and Taxation,Ex-holo CountyOlsrk SPACE ABOVE FOR RECORDER'S USE CITY OF TIGARD COMPLIANCE AGREEMENT,DECLARATION OF RESTRICTIVE COVENANTS AND EQUITABLE SERVITUDE SDC EXEMPTION FOR ACCESSORY DWELLING UNIT TIIIS COMPLIANCE AGREEMENT, DECLARATION OF RESTF,1Q-1 VE COVENANTS AND EQ UITABLE SERVITUDE(the "Agreement's is made and entered into this �0 "day of;T�nt 'b�l 20 , by and between Steven Timothy Arms and Emily Clare Arms (the "Grantor') and the City of Tigard (the "City'). PURPOSE The City desires to exempt the construction of an accessory dwelling unit ("ADU' located at 12528 SW Brookside Ave,Tigard,Oregon,and approved through case File No.ADU2019-00016(the"Project',from payment of City of Tigard parks and transportation system development charges("SDCs")pursuant to Tigard Municipal Code. The legal property description of said Project is set forth in Exhibit A,which also is attached hereto and incorporated herein by reference. The SDCs exempted for eligible Project units are shown on Exhibit B. Grantor desires to receive the exemption, to satisfy the conditions thereof, and to execute and record this Agreement for the purpose,in part,of creating restrictive covenants and an equitable servitude that shall run with the Project land and bind any and all subsequent owners of the Project for the term of this Agreement. AGREEMENT SECTION 1. REPRESENTATIONS,COVENANTS AND WARRANTIES OF THE GRANTOR CONCERNING USE OF THE ACCESSORY DWELLING UNIT. Grantor hereby represents, covenants, warrants,and agrees that Grantor will not use the ADU on the Property as a short-term rental, as defined in Tigard Municipal Code 3.24(as amended July 9,2019), for a period of 10 years (the "Exemption Period') from the date of final approval of final inspection of the building permit ("Exemption Date'. For the purposes of this Agreement, posting a listing of the ADU on the Property on a short-term rental website is prima facie evidence that the property owner has violated this requirement. SECTION 2. COVENANTS TO RUN WITH THE LAND; EQUITABLE SERVITUDE. The Grantor represents,covenants,warrants and agrees that: a. The City is granting the exemption to the Grantor as an inducement to the Grantor to construct and operate the Project in accordance with the terms of this Agreement. In consideration of the receipt of the exemption, the Grantor has entered into this Agreement with the City and has agreed to restrict the use of the Project during the Exemption Period as set forth in this Agreement. SDC EXEMPTION FOR ACCESSORY DWELLING UNIT Page 1 of 6 b. The representations,covenants,and restrictions granted by Grantor therein with respect to the Project shall be deemed restrictive covenants running with the Project land and also shall be deemed an equitable servitude running with the Project land in favor of and enforceable by City.These restrictive covenants and equitable servitude shall pass to and be binding upon the Grantor's successors in tide including any purchaser,grantee, or lessee of any portion of the Project, shall pass to and be binding upon the respective heirs, executors, administrators,devisees, successors, and assigns of the Grantor or any purchaser,grantee,or lessee of any portion of the Project and shall pass to and be binding upon any other person or entity having any right,title, or interest in the Project. Each and every contract,deed,or other instrument hereafter executed covering or conveying the Project or any portion thereof or interest therein shall contain an express provision making such conveyance subject to the covenants,restrictions,and charges contained herein;provided,however,that any such contract, deed, or instrument shall conclusively be held to have been executed, delivered, and accepted subject to such covenants, restrictions and charges regardless of whether or not such covenants, restrictions and charges are set forth or incorporated by reference in such contract,deed,or instrument. SECTION 3. BURDEN AND BENEFIT. The parties hereby declare their understanding and intent that the burdens of the covenants,restrictions,and charges set forth herein touch and concern the Project land and that the Grantor's legal interest in the Project may be rendered less valuable thereby. The parties further declare their understanding and intent that the benefits of such covenants,restrictions,and charges touch and concern the Project land by enhancing and increasing the enjoyment and use of the owners and tenants of the development,the intended beneficiaries of such covenants, restrictions, and charges and by furthering the public purposes for which the exemption is granted. SECTION 4. COMPLIANCE. The Parties hereby agree that Grantor, if requested by the City, will provide certification,in a format approved by the City in its sole discretion,that the Grantor is fulfilling its obligations under this Agreement. SECTION 5. TERM OF AGREEMENT. The parties agree that this Agreement and the restrictive covenants and equitable servitude created hereunder become effective upon execution of this Agreement and will remain in full force and effect for a 10-year Exemption Period. Notwithstanding any other provision of this Agreement,this Agreement will terminate and be of no further force and effect in the event of a completed foreclosure by the primary financing lender or by a lender to whom the City has subordinated this Agreement,or their successors or assigns,or in the event of a delivery by the Grantor of a deed for the Project to the primary financing lender in lieu of foreclosure,or to a lender to whom the City has subordinated this Agreement,or their successors or assigns. SECTION 6. TERMINATION. The City may terminate this Agreement,without further liability,upon 30 days'notice and opportunity to cure. Notwithstanding termination, City may pursue any remedy provided for in Section 7. If the Grantor fails to perform or breaches any of the terms of this Agreement;or immediately and without notice and opportunity to cure if the City loses the authority to grant the exemption,as determined by its counsel or otherwise as lacking the authority to administer the exemption, or fails to receive or loses necessary funding, appropriations, limitations, or other expenditure or position authority sufficient to carry out the terms of this Agreement. SECTION 7. REMEDIES. If the Grantor defaults in the performance or observance of any covenant, agreement,or obligation set forth in this Agreement and if such default remains uncured for a period of 30 days after the notice thereof shall have been given by the City to the Grantor,then the City,at its option,may take any one or more of the following steps: a. Terminate the exemption of the Project or a portion thereof,in which case the SDC's exempted herein shall be immediately due and payable to City in the amounts shown on Exhibit B,along with interest accruing from the Exemption Date at the rate shown on the City's Master Fees and Charges Schedule for"SDC Financing" SDC EXEMPTION FOR ACCESSORY DWELLING UNIT Page 2 of 6 calculated semi-annually.City may,in addition to an action to collect SDC's due,withhold issuance of building or development permits until paid in full; b. Take such other action under this Agreement,at law,or in equity as may appear necessary or desirable to the City to enforce the covenants,agreements,warranties,and obligations of the Grantor hereunder. No waiver or delay in enforcing the provisions hereof as to any breach or violation shall impair,damage,or waive the right of any person entitled to enforce the same to obtain relief against or recover for the continuation or repetition of such breach or violation or any similar breach or violation thereof at any later time or times. SECTION 8. RECORDING AND FILING. The Grantor shall cause this Agreement and all amendments and supplements hereto to be recorded and filed in the real property records of Washington County and in such other places as the City may reasonably request. The Grantor shall pay all fees and charges incurred in connection with any recording.The Grantor shall provide either the original recorded document or a certified copy of the recorded document within ten days of the date of this Agreement. SECTION 9. GOVERNING LAW; VENUE. This Agreement shall be governed by the laws of the State of Oregon. The courts of the State of Oregon,or to the degree necessary,the U.S.District Court for the District of Oregon,shall have exclusive jurisdiction over any action brought by or against the City under this Agreement. The Grantor hereby consents to such exclusive jurisdiction and waives any and all objections it might have thereto. SECTION 10. AUTHORITY. Grantor hereby represents,warrants,and certifies that: a. It possesses legal authority to apply for and accept the terms and conditions of the exemption and to carry out the proposed Project; b. Its governing body,if any,has duly authorized the filing of the application,including all understandings and assurances contained therein; C. The person identified as the official representative of the Grantor in the application is duly authorized to act in connection therewith and to provide such additional information as may be required. The Grantor's official representative has sufficient authority to make all certifications on its behalf; d. This Agreement does not and will not violate any provision of any applicable law,rule,regulation,or order of any court, regulatory commission, board, or administrative agency applicable to the Grantor or any provision of the Grantor's organic laws or documents; e. This Agreement has been duly executed by an official representative of Grantor, delivered by Grantor,and will constitute the legal,valid,and binding obligations of the Grantor, enforceable in accordance with their terms. SECTION 11. AMENDMENTS. This Agreement may be amended only by a written instrument executed by the parties hereto or by their successors and duly recorded in the real property records of Washington County. SECTION 12. SEVERABILITY. If any provision of this Agreement shall be invalid, illegal, or unenforceable,the validity,legality,and enforceability of the remaining portions hereof shall not in any way be affected or impaired thereby. SECTION 13. CONSTRUCTION. The parties to this Agreement acknowledge that each party and its counsel have participated in the drafting and revision of this Agreement.Accordingly,the parties agree that any rule of construction to the effect that ambiguities are to be resolved against the drafting party shall not apply in the SDC EXEMPTION FOR ACCESSORY DWELLING UNIT Page 3 of 6 interpretation of this Agreement or any amendment,modification,supplement,or restatement of the foregoing or of any exhibit to this Agreement. SECTION 14. NO LIMITATIONS ON ACTIONS OF CITY IN EXERCISE OF ITS GOVERNMENTAL POWERS. Nothing in this Agreement is intended,nor shall it be construed, to in any way limit the actions of the City in the exercise of its governmental powers.It is the express intention of the parties hereto that the City shall retain the full right and ability to exercise its governmental powers with respect to the Grantor,the Project, the land,and the transactions contemplated by this Agreement to the same extent as if it were not a party to this Agreement or the transactions contemplated thereby,and in no event shall the City have any liability in contract arising under this Agreement by virtue of any exercise of its governmental powers. IN WITNESS WHEREOF,the parties have caused this Agreement to be executed by their duly authorized representatives as of the day and year first above written. GRANTOR(s): FULL NAME: Steven Timothy Arms and Emily Clare Arms S �L�v'vy Signature I � � j�p yam_ �irrly Clare Name: Arms dr r�-v'�I i " '"�.S STATE OF �iP6{sGX� j County of KU4Sbclr.1VAI The foregoing instrument was acknowledged before me thiso�day of by -cl�,lr3t� f�li� �.res Notary-Pubh r the State of 4� OFFIGAL STAMP EDGARDO MALDONADO M commission cx ires:�99/ ��3 NOTARY PUBLIC OREGON Y P COMMISSION N0.991417 • My COMMISSION EXPIRES OCTOBER Ot.2023 CITY: CITY OFF TTIGARD,an Oregon municipal corporation By: .. v`� Marty Wine,City Manager SDC EXEMPTION FOR ACCESSORY DWELLING UNIT Page 4 of 6 EXHIBIT A LEGAL DESCRIPTION OF THE PROJECT Lot 10,Walnut Acres,In the City of Tigard,County of Washington and State of Oregon. Excepting therefrom the Southwesterly 5 feet thereof as determined by a line drawn parallel with and 5 feet Northeasterly of the Southwesterly line of said lot. SDC EXEMPTION FOR ACCESSORY DWELLING UNIT Page 5 of 6 EXHIBIT B SCHEDULE OF SDCs EXEMPTED System Exemption Amount City Transportation S 3,909.00 Parks g 6,678.00 Water NOT ELIGIBLE Sanitary Sewer NOT ELIGIBLE Stormwater NOT ELIGIBLE County Transportation Development Tax NOTELIGIBLE Total Exemption $ 10,587.00 This SDC exemption is granted to the units located at the property address(es)listed below 12528 SW Brookside Ave.,Tigard,OR 97223. $Son.Wx t,Margaret Garza,Interim Director of Assessment and Taxation and Ex-Officio County Clerk for �,/, , Washington County,Oregon,do hereby certify this C i to be a true and correct copy of the original. ' Witness my hand this 30th of January,2020 By: J.Choate-Deputy SDC EXEMPTION FOR ACCESSORY DWELLING UNIT Page 6 of 6 Fidelity National Title PORTLAND Property Profile Report r SW BROOKSIDE . .. 97223-5133 Ownership Information Owner Name: STEVEN TIMOTHY ARMS EMILY CLARE ARMS Mailing Address: 12530 SW BROOKSIDE AVE TIGARD,OR 97223-5133 Property County: Washington Map/Tax Lot: 2S102BC/00111 Account Num: R463368 OwnerOcc.: Yes Land Use: -Single Family Residential Census: Subdivision: WALNUT ACRES Legal Description: CITY/MUNI/TWP:TIGARD SEC/TWN/RNG/MER:SEC 02 TWN 25 RNG 1W WALNUT ACRES,LOT PT 10,ACRES.21 Property Characteristics Type: SINGLE FAMILY Building SF: 960 Heat: YES House Style: Living Area SF: 960 Cooling: Yes YearBuiR: 1966 Square Feet: 960 Foundation: Footing Bedrooms: 3 1st Floor SF: 960 Exterior: WOOD Bathrooms: 1.00 2nd Floor SF: Roof Style: Lot Size: 9,148 3rd Floor SF: Roof Cover: COMPOSITION SHINGLE Acres: 0.21 Attic SF: Fireplaces: 1 Garage Type: GARAGE BsmntSF: BsmntType: Garage SF: Fin BsmtSF: Assessment Information Real Market Value: $309,450 Land Value: $214,880 Imp.Value: $94,570 Total Assessed Value: $149,700 Levy Code: 23.74 M-5 Rate: 17.2019 Taxes: $2,575.12 Tax Year: 2018 Previous Sale Information Sale Amount: $323,000 Sale Date: 01/08/2019 Document Num: 2019-001716 Transaction HPI Document Reception Sale Date Sale Amount Sale Amount Type Num Book/Page 1/8/2019 $323,000 $328,000 Wd 2019-001716 / 4/76/2013 $ 192,000 $3319,900 Wd 2013-038392 / 5/15/1009 $0 It 2009-045084 / 12,2/1998 $ 121,900 $309,500 Wd 98137179 / All information provided by Va/ueCheck,Inc is deemed reliable,but not guaranteed. Accuracy of the information may vary by county. mum. .L ww r mr� IT 1] of n 3 n a Is lA `� nr r\s�O�( tQIJII NrL i �•• r ?Jt 028 *yM+c Ll arw.r a I !ef r x— < f 3�*--A /� !+•1 t. s :m r r • as . 2��"'p. a / mmr tare. s+w •a.. 4 t j Q _1 • k / r� t � • Ba • 1NN S ° a \J tot N♦ a 9 a•/Jz f'n•_+�` a r t D an,+ W sAc / F AC anw `.✓�\ 5A, '_ jI_(/ wwr. ''•^w m "7�_. .YgL ,�ar�'�-y + � ts.e S toe r 1 Fi }. a]i..e F• rma+ ,ww rw.....mm + •4r �`•! ° w tiL ! ! N T •• •, •• FN/ V.�• ! i ♦a4 w ,raw wrr f 1002 t- >,w a /niter SJ�E > f.( (j�14 y. �{,f •t ..�: tta + v"` ` / n aK �• �/(• e�'�! � /! '15,� -t9! � 't9T•\ IeB r =!r / w� �•'y r ,uW :sw. rW .Hn rIIN nrY, (C/?4�-•e. t y �• S •$r e ! .m,, Ma 1°•Ru>r D, yw• • a• yN��` ¢rM/,\�,!•6 + KaJ\Q(� ,• ZL a r • »r. a,w zwt t�3P'L] °9'( Y'��. �+e .`."� • /" ; `�., ��OO rF Srse • • �;°j• --*•t�+n 2•},} m ! •+ NIM m a - _..\ �' , F.' ♦. `,atr�• rn • a •• • s r� � WASHINGTON COUNTY OREGON T o• zcx F +J -_ o • ]..a.its %r ++ SW tU NW 114 SECTION 2 T25 R1W W.M. LL Ac m24 e7 E. up OJQ'� ls�_.• ,t: c ,• r„1 r �e °n,. j p/ SCALE 1'a 100' �M '� ,} a t•ef 4 - 1 • •a,' J • r Vj �_ r� • 5530 G m•e i"'R• Y � 1t .• �t e •� .A. 1 )'� � :. zA/ \\ ! 6Mn 5 mz L ar.c I r,] !°� • OV� I it° O• s F� L V 1 !M' 2 5 r • a a 1 6 • Aale,+4era () e4 eei ; .0�`• ��°+ i::c ataare s !. nmts�• r � S".ii' <••••YrFx . ♦.•a + r,•. rd teaT ,'A• ^+ . 131 I 116 1-17': 1na�-..e.T:,_.i—ws.� .0n._ 1 t3 o3IIS j sma `t 5 r'>1° 26 r• NI k♦ �� •,hSK + - •I y� 9iiic Y .Y' r a zrl u;wla�uia leen s •ti • 'd.__'�• •N !.n"ie •F :'N rJ e _ i e5 31129 1 s n I n m as • t Q � ; �s+•m wrJ. \t ; '• rve 11 �•„wo a�. r/ ♦' _-fl+ � �t1• .,"� � +(/ 4f ` u_r__aa 1 u Iasis j a1 �,r z •a nn ,q( •+ eon /{\ }}'' --}}-- r rtc l=.__49 :n%t ♦ �1Js' j__, r y•. .i� ,r0z f • _e +• .Ntt•, - ♦ a� 1\ FM A00RMNAL MAPS MSR OUR WMMMAT X, 27� �°� r n a� a rgpo -4 .I' nre P \� _VV6.\ ww:eana+lMMU2w.w �A /^ f! „x n .r o t• a �'�, f 27 trn T tt5o J• �a •r .. _ f •f P(� e.:. ° (r i i� I nm PP .nte w -T ��yy� lr M i • .,.'.,'c` .mt':c Ir • Ito1 • ..'4 31 e u aA b AL `T, q'a a '•. •+ .uz I ♦• -• e ,6 28 aeon a w e .NK S . ec ro ti w air \ ME t •$^ r• •,w. y f, �v a /• a^ .♦� w S; SECTION 2 aaet�! e O V S�Po tt•o+ °'a° M[a• S•a *" :Nte % +\ u u a N «ac 3528 '' «.o, ♦ �S/ a• 40 w+,• a• e \ a m oc a• °r00 ' j}I k� ♦ 9 at6'. a d W '�' CwnF°TxMafer. rind[ 1 m •` •1 }• 25 AAC oar i .(•. AAe Ia iwM�,1wLmoraaln r�nln,rmmfr ,x,n, Am iMK ,rf(,J a �Ia O' I tYYk • !mA!„ F t7 / • TY •r• iM / t t F Vv 31 !�a o so 100 20D 700• ♦• 5VA 'rK *;`�* tau, /�f` aao • ♦ ♦m JV PACE` ' , ♦, /9 41 •. \}:. HY i r / ran aay y to •s rr /// • 1•K L A :1 • � O1 .. 'pr%r '•'• - J • \\� - \y iO4 Aa5£SSMrHI PIIRIOSYS This map/plat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land, and is not a survey of the land depicted. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances, location of easements, acreage or other matters shown thereon. Y� 5 �' y' �� 0 2S102B6* Ns)S �ti0 251028869 ?� 803 3 4 �4a A �� 2 �'`� 2S10288 `� 458 138 8? 107 W9 3 �z C 6 °� s ' o 2S 10288 2510288 rl^d 804 PO 4 $. aq 55-30 s 108 ..° it-It" 1423 °Ser R=15• �A8 7 `a4 5 110 Ay„ $ 9 S , �� 109 e 2S 10:Be 0 tri g _ sos 2S102Bf p. i9�� eoti�c� 6 2700 1ti ,n s�o qg 66 -i 8 s y' 104 X82 ` 95, 3d?3 9800 25102 2600 } 7 ��?Gy R'1S �' 9 ��Z �� 3 �, %8'e 103 �p0 (0/ 1t� ` �0 9900 °h 7700 OF 2 lip' %112 vo `k a, 6f � 91 0�9 ��'��J -'! •1 ��a?'. 11 ti ,y ��\ 0 9600 �� 113 ,�, 1 �� L9,�,� 85 TRACT A 12 C, f \ �) �^ �o � 9700 114 b1 . 2 ?e 7 13 ~ O !i / 06 7800 9 56420 `C /� :r 2 1r 8 114 /, ?OHO 200 1500 &1 56 AC .23 AC �,,o� _ y,', \�U <> 300 ,o .53 AC {\ r } AO 00 Gn0 \ .� 400 3 ,g0. ^ ' �?00 y'> 1110. 9? dp `� „� �•tnn � h4 -� 701 A2 7/1119 TO 6130/20 REAL PROPERTY TAX STATEMENT WASHINGTON COUNTY OREGON a 155 N FIRST AVE., RM 130" HILLSBORO,OREGON 97124 PROPERTY DESCRIPTION I I MAP: 2S12BC-00111 ACCOUNT NO: 8463368 SITUS: 12530 SW BROOKSIDE AVE, 2019-2020 CURRENT TAX BY DISTRICT: COLLEGE-PORTLAND COMMUNITY 43.05 ESD-NW REGIONAL 23.42 SCH-TIGARD/TUALATIN 757.29 SCH-TIGARD TUALATIN-LOL AFTER 154.19 LEGAL DESCRIPTION CODE AREA: 023.74 EDUCATION TAXES, $977.95 WALNUT ACRES, LOT PT 10, ACRES .21 WASHINGTON COUNTY 342.21 REG-METRO SERVICE DISTRICT 14,73 PORT-PORTLAND 10.67 FIRE-TV FIRE & RESCUE 232.13 CITY-TIGARD 382.47 VALUES: LAST YEAR THIS YEAR CLEAN WATER SERVICES 0.00 UR-TIGARD-DOT 26.03 MARKET VALUES: AQUATIC-TIGARD TUALATIN 13.68 LAND 214,880 211,190 REG-METRO-AFTER 111/2013 14,80 STRUCTURE 94,570 99,120 FIRE-TV FIRE & RESCUE-AFTER 1 69.39 TOTAL RMV VALUE: 309,450 310,310 WASHINGTON COUNTY LOL AFTER 1 98.68 TAXABLE VALUES: SWC-TUALATIN 12.58 ASSESSED VALUE 149,700 154.190 GENERAL GOVERNMENT TAXES: $1,217.37 BOND-SCH-TIGARD TUALATIN-AFTE 276.35 BOND-TV FIRE & RESCUE AFTER 15.00 $2,575.12 $2,684.03 BOND-WASHINGTON COUNTY AFTER 10.65 PROPERTYTAXES: BOND-CITY OF TIGARD-AFTER 52.19 BOND-METRO SERVICE-AFTER 72.50 Deadline to Appeal Value: December31,2018 Property Value Questions: 503-8464826 BOND-PCC-AFTER 62.02 Tax Payment Questions: 503.846.8801 BOND AND MISC TAX: $488.71 Business Personal Property Values: 503.84641838 General Information: 503.846.8741 2019-20 TAX (before Discount) $2,684.03 For more Information visit: www.eo.wasllington.onusllax PROPERTY TAX PAYMENT OPTIONS (Sae back of Statement for payment Instructions.) En 20 DiscoutNot Amount Due DELINQUENT TAXES: NO DELINQUENT TAXES DUE In Full 11115/19 $80.52 $2,603.51 (See back for explanation of Was marked with an asterisk 17. 213 11115/19 $35.79 $1,753.57 Delinquent Tax Total is inauded in payment opaom to the left.) 113 11115/19 EGAD $094.68 TOTAL (After Discount): $2,603.51 Online-www.co.wmNngton.or.us/AssessmentTaxatioMaxPaymant Pay By Phone:1(888)510-9274 Convenience fee applies-sea Insert for additional information Reminders Please include payment stub with payment to avoid delays in procesaing. To ensure discount and to avoid interest charges,payment MUST BE postmarked by November 15°1. All Payments Processed Upon Receipt V Ttsr Ilere Y Tnr lirn RETURN THIS PORTION WITH PAYMENT - SEE BACK OF STATEMENT FOR INSTRUCTIONS 2018-2020 Property Tax Payment Stub WASHINGTON COUNTY,OREGON I ACCOUNT NO: R463sse SITUS: 12530 SW BROOKSIDE AVE, ❑ Mailing address d,arrp on war of stub. UNPAID DELINQUENT TAXIS INCLUDED IN PAYMENT OPT/ONS FULL PAYMENT(Includes 3%Discount) DUE: 11-16.19 ............................................. $2,603.51 213 PAYMENT(Includes 2%Discount) DUE: 11.16.19 .....................I...................... $1,763.57 113 PAYMENT(No Discount Offered) DUE: 11.16-19 ............................................. $894.68 DISCOUNT/S LOST d INTEREST APPLIES AFTER DUE DATE Make Payable to: WASHINGTON COUNTY Property Tex Payment Center ENTER AMOUNT PAID P.0.Box 3587 Due Date:11/16/2019 Portland,OR 97206-3587 340DD01463368000026035100001753S700000894687 Washington County,Oregon 2019-001716 D-Dw 01/11/2019 11:17:21 AM File No,: 18-237996 Stn=6 M FERNANDES $15.00$11.00$5.00$60.00$323 00 $414.00 Grantor _ I,Richard HooerrdchC Director of Assessment and Taxation and Ex Elizabeth Peterson Officio County Clerk for Washington County,Oregon,do hereoy cenity that the within instrument of writing was received and 12530 SW Brookside Avenue recorded in we book of records of said county Tigardl0R 97223 Grantee Richard nicht. Director of Assessmententand Taxation,Ex-Officio Steven Timothy Arms and Emily Clare Arms 3280 SW 170th Avenue,Apt.#2815 Beaverton,OR 97003 Atter recording return to Steven Timothy Arms and Emily Clare Arms 12530 SW Brookside Avenue Tigard OR 97223 Until requested,all tax statements shall be sent to Steven Timothy Arms and Emily Clare Arms 12530 SW Brookside Avenue Tigard,OR 97223 Tax Acct Nos : 2S102BC-00111 R463368 Reserved for Recorders Use STATUTORY WARRANTY DEED Elizabeth K. Peterson, who aquired title as Elizabeth Eggers, Grantor(s) convey and warrant to Steven Timothy Arms and Emily Clare Arms, as tenants by the entirety, Grantee(s), the real property described in C3 the attached Exhibit A, free of encumbrances EXCEPT covenants, conditions, restrictions, easements, r, and encumbrances of record as of the date hereof. The true consideration for this conveyance is $323,000.00. (Here comply with requirements of ORS (� 93.030) 1 BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND 195,3D5 TO 195.336 �—' AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009,AND SECTIONS 2 TO 7, CHAPTER 8,OREGON LAWS 2010. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL,AS DEFINED IN ORS 92.010 OR 215.010,TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930, AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009 AND SECTIONS 2 TO 7,CHAPTER 8,OREGON LAWS 2010. Page 1 of 3 Executed this O day of January,2019 CJ_3�,1VA� EltzWth Peterson STATE OF OREGON / �„, COUNTY OF �i ig kr�?Gr"��' IV This In ant was acknowlad me this_, day of January, 2019 by Elizabeth Peterson. c NobirwNa Ire for Orew ( 3( ? My m Sion Expires: STAW JESSICA Aµ,11ARNETT COMMI8eM Na 946973 opERPIREB,IANWRY 31,1020 Page 2 of 3 EXHIBIT"A" LEGAL DESCRIPTION Lot 10,Walnut Acres, in the City of Tigard, County of Washington and State of Oregon. Excepting therefrom the Southwesterly 5 feet thereof as determined by a line drawn parallel with and 5 feet Northeasterly of the Southwesterly line of said lot. Page 3 of 3 ADU2019m00016 ADV 0 O0l to ECEIVED 12534 SW BtM sid-cAA, tC 1 2J1� in J 0 LIGN CRIPPLES WITH r- PROJECT STRUCTURAL NOTES: (STATE OF OREGON) TRIMMER STUD HEARWALL E.N.TYPICAL FRAMINGABOVE (� a) AS REQUIRED `� U) GENERAL INFORMATION: I MIN. SHEARWALL LENGTH I to TRIMMER STUD (_ii Y oi-TiG�+�_ co C/) M 1.GOVERNING CODE IS THE 2015 INTERNATIONAL BUILDING CODE AND 2017 OREGON STRUCTURAL SPECIALTY AS REQUIRED i v CODE.THE PROJECT WAS DESIGNED FOR THE FOLLOWING LOADS: I IU c INIMUM HEADER rn OLDOWN PER I I SIZE TO BE 4x6 r �j a.LIVE LOADS: DOUBLETOP PLATE PLAN PLAN. DO NOT SEE TABL ELOW FO 2x6 STUD WALL Lu M i. ROOF 30 PSF SNOW LOAD WITH SNOW DRIFT COUNTER-SINK NO.OF I GS STUDS 1wiz ii.FLOOR 40 PSF STAGGER E.N.BETWEE BOLT HEAD INTO AND(2)2x6 @2x4 MULTIPLE STUDS MIN. SHEARWALL LENGTH END STUD STUD WALL UNLESS NOTED � b.GROUND SNOW LOAD: 30 PSF SOLID BLOCKING AT E.N TRIMMER STUD I I OTHERWISE ON �- c.WIND LOAD: 145 MPH EXPOSURE B(LRFD) ALL PANELEDGES - - --IF- - - - - - - - AT ENDO WALL AS PLANS r- 11 rFREQUIRED TO z d.SEISMIC LOAD: SEISMIC DESIGN CATEGORY:D I COVER BOLT HEADS, I I DER MULTIPLE STUDS OR POST I I I I I I I I I I I I NAILS OR SCREWS NAIL MUT LE STUD HEADER TO MATCH NO.O KING 164 FIRST SEISMIC SITE CLASS: D PER HOLDOWN SCHEDULE I TOGET R WITH t6d I STUDS,USE(2)TRIMMERS MIN. I I II III KING STUDTO Ss=0.901 g DG 012 .,TYPICAL HEADER EACH H Si= 0,4129 SHEARWALL EDGE PANEL EDGES END NAILING(E.N. -PROVIDE SILL = w 3.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING PLATE AT < WORK. FIELD NAILING(F.N. EXTERIOR WALL 0 OPENINGS 4.SHOP DRAWINGS SHALL BE REQUIRED FOR REINFORCING STEEL,AND PREFABRICATED BEAMS OR AS T MATCH#OF REQUIRED BY REVIEWING JURISDICTION. SUBMIT 3 SETS OF DRAWINGS FOR REVIEW. P.T.SILL PLAT (2)16dFIRS T IMMERT I KING STUDS } 5.SHOP DRAWINGS,STAMPED BY A REGISTERED ENGINEER IN THE STATE OF OREGON ARE REQUIRED ON THE HOLDaWN PER PLa I I I I I I I I I I I I I I III EACH SIL LATE EACH I 1sd,PLATE PREMANUFACTURED GANG-NAILED TRUSSES.SUBMIT 3 SETS OF DRAWINGS AND CALCULATIONS FOR REVIEW. WHERE OCCURS I I I I I I I I I I I I I I I I I END - - - - - - - - - - - - - - - TO EACH END 6.ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS I I I I I I I I I I I I I I I I I I I OF EACH KING TOP oFcoNCR SHOWN FOR SIMILAR CONDITIONS,SUBJECT TO REVIEW OF AOR AND EOR. STUD PER FOOTINGNGI I I I I I I I I I I I I I I I I ( STRUCTURAL I I NOTES SPECIAL INSPECTION: _ Al- 140 f_ 1 _ 1.SPECIAL INSPECTION REQUIRED SHALL BE PROVIDED PER IBC CHAPTER 17 AND AS REQUIRED BY LOCAL L L L L- I � IF I I I 1 11 1`- JURISDICTION. ELEVATION NCHOR BOLTS LLI PER SHEARWALL 2 FOUNDATIONS: SCHEDULE HDR NO.OF m NOTE: LENGTH KING0 1.FOUNDATION SIZES ARE BASED ON AN ASSUMED TOTAL LOAD BEARING PRESSURE OF 1500 PSF PER MIN.IBC SHEARWALL DETAIL SHEATHING MAYBE HORIZONTAL OR TYPICAL WALL OPEN'G ELEVATION STUDS 0 REQUIREMENTS. VERIFY WITH GEOTECHNICAL REPORT IF GEOTECHNICAL INVESTIGATION WAS PERFORMED. 1 VERTICAL. EITHER ISACCEPTABLEW/ 2 SAME REQUIREMENTS MET L:5 6-(r1 W l..2.ALL FOOTINGS SHALL BE PLACED ON FIRM,UNDISTURBED NATIVE SOIL, OR ON ENGINEERED FILL COMPACTED S1 � _J.-O.. S1 1"_ °" 6'D'=L<l(Y-D• 2 j TO MINIMUM OF 95%OF THE ASTM d 1557 DENSITY U.N.O.BY THE GEOTECHNICAL REPORT. - w 3. BOTTOM OF ALL FOOTINGS TO BE EMBEDDED BELOW FROST DEPTH OR PER GEOTECHNICAL REPORT, 10 0"<L<1z o" 3 Y WHICHEVER IS GREATER. U w x REINFORCING STEEL: sd MAX. Z 1.ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60. o. g 2.WELDED WIRE FABRIC TO BE PER ASTM A185. EQ. EQ. 1"MIN. 1"MIN. a 3.PLACE 2-0 X 2-0 BARS AT CORNERS AND INTERSECTIONS. INIMUM(2)BOLTS IN EACH SILL 4.ALL REINFORCING STEEL SHALL BE DETAILED,FABRICATED,AND PLACED IN ACCORDANCE WITH ACI SECTION SIMPSON ST2215 EAC INIMUM SPACING BETWEEN HOLES IS SIDE AT HOLE TWICE THE DIAMETER OF THE LARGEST DETAILING MANUAL 315. HOLE 5.LAP ALL REINFORCING BARS MINIMUM 30". 6.SECURELY TIE ALL REINFORCING PRIOR TO PLACING CONCRETE. 7. PROVIDE 3"CLEARANCE FOR ALL REINFORCING IN CONCRETE CAST AGAINST EARTH,Z'FOR CONCRETE EXPOSED TO AIR,AND 1 1/2" IS FOR ALL INTERIOR EXPOSURE. o.5d MAX. NOTEs: Z "0 ANCHOR BOLTS 048"O.C. 1. NOTCHING,CUTTING TYPICAL. SEE SHEARWALL AND BORING OTHER CONCRETE: SCHEDULE FOR OTHER SPACINGS 1•MIN.AFTER 1"MIN.AFTER THAN SHOWN REQUIRES - 1.ALL CONCRETE SHALL DEVELOP A MINIMUM 28-DAY LAB CURED COMPRESSIVE STRENGTH OF 2500 PSI. ATSHEARWALLS BORING BORING PRIOR APPROVAL FROM - - - - STRUCTURAL ENGINEER. 2.ALL EXPOSED CONCRETE TO HAVE 5%PLUS OR MINUS 1%AIR,BY VOLUME,CONFORMING TO ASTM C 260. O 2. NO NOTCHING,CUTTING OR BORING OF STUDS WTHIN THE MIDDLE 1/3 FRAMING LUMBER: �� OFTHE STUD HEIGHT. 1.ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH AND SHALL BE GRADED UNDER THE MOST RECENTLY o 0 0 0 3. DO NOT CUT,NOTCH OR ADOPTED RULES OF THE WEST COAST LUMBER INSPECTION BUREAU(WCLIB). BORE MULTIPLE STUDS OF POSTS AT END OF 2.ALL BEAMS AND JOISTS SHALL BE NUMBER 2 OR NUMBER 1 AS INDICATED ON THE PLANS. g �, sHEARWALLs. 3.ALL STUDS AND BLOCKING SHALL BE NUMBER 2. 4.ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED SHALL BE PRESSURE TREATED IN ACCORDANCE O TVNCETHEDIAMETEROFTHELARGEST WITH AWPA STANDARD C-2 AND SHALL BEAR THE AWPA QUALITY MARK. HOLE(MINIMUM) WHERE SILL PLATE IS DRILLED OR-/ 1.DOUBLE ALL JOISTS UNDER WALL PARTITIONS,AND PROVIDE BLOCKING BETWEEN JOISTS WHERE BEARING NOTCHED MORE THAN 1/30 THE WALLS ARE PERPENDICULAR TO JOISTS. PLATE WIDTH. INSTALL ONE BOLT 6.ALL GLULAMS BEAMS TO BE 24F-V4 TYPICAL,24F-V8 FOR CANTILEVERED OR CONTINUOUS SPAN. EACH SIDE OF NOTCH. 7.ALL LVL LUMBER TO BE MICROLAM LVL OR APPROVED EQUAL. 8.ALL PSL LUMBER TO BE PARALLAM PSL OR APPROVED EQUAL. TYPICAL STUD PLYWOOD SHEATHING: 1.ALL PLYWOOD SHALL BE C-D GRADE WITH EXTERIOR GLUE MANUFACTURED IN ACCORDANCE WITH THE 3 TYPICAL SILL PLATE NOTCH DETAIL 4 NOTCHING/ CUTTING AND BORING UNITED STATES PRODUCT STANDARD PS 1-83/ANSI A199.1 "FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" AND SHALL CONFORM TO UBC STANDARD 23-2 AND SHALL BEAR THE APA TRADEMARK OF THE APA. S1 _ ° J UJ 2.PLYWOOD SHALL BE LAID WITH END JOINTS STAGGERED. W 3. BLOCK ALL SHEAR WALL SHEATHING WITH 2X BLOCKING AT ALL EDGES. W Q 4.ROOF SHEATHING TO BE UNBLOCKED Y2"C-D 24/0 PLY WITH 8d AT G'O.C.PANEL EDGE NAILING AND 12"O.C. FIELD NAILING TYPICAL. O (07 5.FLOOR SHEATHING TO BE UNBLOCKED 3/4"T&G C-D 32116 PLY WITH 10d AT 6'0.C. PANEL EDGE NAILING AND 17O.C.FIELD NAILING TYPICAL,U.N.O. I Lu 2.EXTERIOR WALLS TO BE 3/8"EXPOSURE 1,C-D PLY OR OSB SHEATHING WITH 10d AT 5'O.C. PANEL EDGE O NAILING AND 17'O.C.FIELD NAILING LINO.SEE SHEARWALL CALLOUTS AND SCHEDULE. Q WLL 7.OSB MAY BE SUBSTITUTED FOR PLYWOOD WITH SAME SPAN RATING. U) O PLY,SEE SW FILL SOLID W/SPUDS SCHED. OR INSULATION s"1D90 W TIMBER FASTENERS: ,fidNAIL� OPTIONALTURN O Q 1.ALL TIMBER MATERIAL SHALL BE FASTENED PER IBC TABLE 2304.9.1,"FASTENING SCHEDULE"U.N.O. ,r D.C. L INTERIOR FINISH, 2 SEE ARCH v J O P.E.N.,SEE PLY,SEE SW SCHED. z SW SCHED. OUTSIDE CORNER DETAIL A � OPTIONAL TURN STUD W FILL SOLID W/STUDS INTERIOR FINISH, OR INSULATION SEE ARCH DATE: 01-28-2019 NOTE: TYPICAL AT ALL SWCORNERS DRAWN BY: JES WITHOUT HOLDOWN PLY,SEE SW 16dNAIL 0 SCHED. CHECK BY: JES IT O.C. P.E.N,SEE SCHED. JOB: 17-105 INSIDE CORNER DETAIL STRUCTURAL NOTES ,r SCHEDULES&DETAILS Q PR� s SHEARWALL DETAIL @ CORNER ��`� Fs S1 11,V-p„ ��GIIN s/� SHEET: O ON O 3 �P � si E. S PIRES:6/30/2020 J 0 Q � 0 }r co U) W U � � � a Z) wI, @ POST&BEAM FOUNDATION, coZ INSTALL STRAP @ FACE OF A STUDS ABOVE TO FACE OF POST BELOW,TYP. (I� 6 _ TYP. @ 4A 4A @OH DOWNS 4B @ POST BM. @ POST&BM. 5 a FDN. u FDN. o A I B m 4A 4A 1 V'm 4B @POST BM. @ POST&BM. 5 FDN. FDN. z TYP. w SHEARWALLSI I - d A o U 2 w TYP. @ S1 w OPENINGS Y U w 2 U z a STRUCTURAL SHEARWALLMOLDOWN PLAN SZ 1/4"= 1'-0" O z FOUNDATION AND FRAMING PLAN NOTES: 1. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY,CONFIRM W/ DESIGNER PLANS&DETAILS FOR ALL DIMENSIONING. 2. CRIPPLE WALLS,AS REQUIRED,TO BE NAILED FOR FULL HEIGHT WALL _ SHEARWALL SCHEDULE (Not All Symbols Used on Plans) ABOVE. 3. INDICATES HOLDDOWN TYPE&LOCATION.HOLDDOWNS TO BE LOCATED NAIUSTAPLE EDGE NAILS/ FIELDNAILS/ BOT. TOP PLATE 5/8"x10"A.B.PLATE ✓ �% AT END OF SHEARWALLS,TYPICAL U.N.O.ON PLAN.X SHEATHING SHEAR(PLF) SIZE STAPLES STAPLES NAILING A35(O.C) (O.C.) REMARKS (O.C.) (O.C) (O.C) 4_ BOTTOM OF FOOTINGS TO BE PLACED BELOW FROST DEPTH OR AS m NOTED IN THE GEOTECHNICAL REPORT,WHICHEVER IS GREATER. J G1 5/8"GYPSUM,ONE SIDE 88 7d COOLER 4" 10" 16d @ 12" 5'-0" 6'-0" U) -j 5. PROVIDE A MINIMUM OF 1 SQ.FT.OF VENTILATION AREA FOR EACH 150 W A 7/16"APA RATED,ONE SIDE 260 8d/16 GA 6"/4" 12" 16d @ 6" 1'-9" 5'-0" SQ.FT.OF CRAWLSPACE AREA.VENTS ARE TO BE CLOSABLE WITH 1/4 IN. - Q B 7/16"APA RATED,ONE SIDE 349 8d/16 GA 4" 16d @ 4" 1MESH CORROSION RESISTANT SCREEN. POST NOTICE RE:OPENING LL O O /3" 12" '-0" 3'-6" VENTS AT THE ELECTRICAL PANEL.PROVIDE 8"x18"AS SHOWN ON �-- PLANS. (D C 7/16"APA RATED,ONE SIDE 490 8d/16 GA 3'72" 12" 16d @ 3" 0'-11" 2'-9" U I Lu 6. COORDINATE PENETRATIONS OF SITE UTILITIES,MECHANICAL DUCTS, D p D 7/16"APA RATED,ONE SIDE 640 8d 2 12" 16d @ 2" 0'-8" 2-0" USE 3x STUDS PIPING,AND ELECTRICAL CONDUIT/PANELS TO MINIMIZE IMPACT TO 'w LL STRUCTURAL FRAMING. PLUMBING FIXTURES SHOWN ON FLOOR FOR U) Q 1. ALL PLYWOOD TO BE APA RATED STRUCTURAL 1 EXTERIOR SHEATHING REFERENCE AND POSSIBLE FRAMING CONFLICTS ONLY. Z W 2. ALL NAILS TO BE COMMON OR GALVANIZED BOX TYPE. � 3. FLOOR AND ROOF DIAPHRAGMS TO BE NAILED WITH 10d NAILS @ 6"O.C.EDGE NAILING AND 12"ON CENTER FIELD NAILING.USE PLYWOOD THICKNESS AS INDICATED ON PLAN. 7. ALL FOOTINGS ARE TO BE CENTERED UNDER COLUMNS U.N.O. ALL u- O 4. ATTACH RIM JOISTAND/OR BLOCKING TO SHEARWALL AS INDICATED IN TABLE ABOVE. WOOD POSTS TO HAVE SIMPSON BP,U.N.O. S. ALL WALL SHEATHING TO EXTEND FULL HEIGHT OF WALL,TOP PLATE TO BOTTOM PLATE. O 6. ALL SHEARWALLS AND HOLDOWNS MUST HAVE CONTINUOUS LOAD PATH TO FOUNDATION. g, ALL FOOTINGS TO BEAR OVER GRADE OVER FIRM,UNDISTURBED, 7. USE 3"x 3"x 1/4"PLATE WASHER TYPICAL AT ALL ANCHOR BOLTS. 8. WHERE TOP PLATE FASTENING IS LESS THAN 12"O.C.,USE MINIMUM BLOCKING OF 2-1/2"MANUFACTURED LUMBER(MICROLLAM LVL,OR PARALLAM PSL). NON-ORGANIC,NON-EXPANSIVE NATIVE MATERIAL,OR STRUCTURAL 9. GYPSUM SHEATHING TO BE ATTACHED WITH SCREWS(TYPE AS NOTED IN SCHEDULE).SCREWS FOR ATTACHMENT OF GYPSUM SHEATHING MUST BE TYPE WOR S. FILL AS REQUIRED PER GEOTECHNICAL REPORT. 10. ALL SHEAR WALLS TO BE FULLY BLOCKED U.N.O.BLOCKING TO MATCH REQUIREMENTS FOR PANEL EDGE STUDS. 11. FOR SHEARWALLS W/(2)ROWS OF BOTTOM PLATE NAILING,USE MIN.13/4"RIM BOARD,SPACE ROWS A MIN.OF 1/2"APART,AND STAGGER NAILS. 9. REFER TO 3/S1.0 AND 4/S1.0 FOR ALL PLATE AND STUD TYPICAL 12. FOR SHEARWALLS W/STUDS SPACED AT 16'O.C.MAX.INSTALL SHEATHING WITH LONG DIMENSION ACROSS STUDS. NOTCHING,BORING AND CUTTING REQUIREMENTS. 10. ALL BEAMS TO HAVE SOLID STUD BEARING MINIMUM FROM BEARING HOLDOWN SCHEDULE (Not All Symbols Used on Plans) LOCATION DOWN TO FOUNDATION. DATE: 01-28-2019 ALLOWABLE MINIMUM OY SIMPSON MODEL LOAD(LBS.) POST FASTENERS ANCHORS REMARKS DRAWN BY: JES THICKNESS 4A MSTCM40 4220 (2)2x STUDS 26-16d SINKERS - IN WOOD CHECK BY: JES 14-1/4x1 3/4 TI IN CONCRETE JOB: 17-105 4B MSTC40 2695 (2)2x STUDS 18-16d SINKERS - ROOF FRAMING NOTES: - 5 MSTC52 4235 (2)2x STUDS 44-16d SINKERS - 1. COORDINATE ALL DIMENSIONS&FEATURES NOT SHOWN WITH 13 HDU4SDS2.5 4565 (2)2x STUDS 12 SDS1/4x3-1/2 SCREWS SSTB20 ARCHITECTURAL PLANS. STRUCTURAL LAYOUT 1. NAILS ARE TO BE COMMON WIRE NAILS,U.N.O. 2. O INDICATES SHEARWALL TYPE,SEE SHEARWALL SCHEDULE. p 2. HARDWARE IS TO BE SIMPSON,U.N.O. 3. HOLDOWN HARDWARE CAN BE EXTENDED WITH A307 THRD ROD AND COUPLER. 3. INDICATES PERFORATED SHEARWALL. ARROWS INDICATE LENGTH OF �C.�C'IN� s1 SHEET: 4. ALIGN ALL HOLDOWNS FOR THE FULL HEIGHT OF STRUCTURE. �-- PERFORATED SHEARWALL. PROVIDE NAILING PER SHEARWALL 5. ALL HARDWARE TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. �I SCHEDULE @ PANEL EDGES&AROUND ALL OPENINGS FOR ENTIRE WALL r 6. HOLDOWN ANCHOR BOLTS ARE IN ADDITION TO TYPICAL SILL PLATE ANCHOR BOLTS. LENGTH 7. CAPACITIES PER REVISED SIMPSON CATALOG C-2015. 8. EXTEND THREADED ROD TO WITHIN 3"CLEAR OF BOTTOM OF FOOTING. 4. INDICATES SHEARWALL LOCATION BELOW FRAMING. SEE SCHEDULE. 9. STRAP HOLDOWNS(MSTC ETC.)LOADS ARE BASED ON FLOOR TO FLOOR CLEAR SPAN TABLES W/A CLEAR SPAN OF 18"(11 7/8-12 DEPTH). 0 CIV tk 5. TYPICAL EXTERIOR HEADER IS 4X6 D.F. USE(2)2x6 TRIMMERS LINO ON V L y � PLANS. Qft(E3S2 6. SEE SHEET S1 FOR STRUCTURAL NOTES. PIRSS:6/30/2020 J � Y2"PLYWOOD/OSB SHEATHING MIN., Q TYP.@ ROOF w/8d @ 6"o.c.P.E.N.& 12"o.c.FIELD NAILING CA U) v t-mmm, mmmm" LE10%N1 %\\ll%ffm'7 u=---ZWNll 0 W m Z co I I I I IR�\�s ul I I I I i�Es I cn ll� GENERAL ENGINEERING NOTES: RpF�E s oio� E o�C�� DF OF @2 S4 hl 1. COORDINATE ALL DIMENSIONS&FEATURES NOT SHOWN WITH DESIGNERS DOCUMENTS. I x I I T` 2. TYPICAL HEADER IS 46 DF NO.2 USE 1 KING STUD&1 TRIMMER / n ti n � o UNLESS NOTED OTHERWISE. I TY 3. SEE SHEET S1 FOR STRUCTURAL NOTES AND SHEET S2 FOR 1 / RAF ER/COL d S4 SCHEDULES. S1 TIR I �' I I 4. REFER TO 7/S4 AND 8/S4 FOR PLATE AND STUD TYPICAL NOTCHING TYP. @ �� — _ — —— — — �� — — — zim %m — BORING AND CUTTING REQUIREMENTS. SHEARWALLS — — — — — — — — — — 2 U) S1 3 w TYP. @ TYP. S4 0 OPENINGS v w 3 ROOF FRAMING PLAN W m S3 1/4"= 1'-0" w U Z a 2x6 LEDGER SUPPORT @ EDGES w/(2)SIMPSON SDS%4 x 3-1/2" 2x6 DF#2 2x6 DF#2 O SCREWS @ EA.STUD,TYP. Z OPEN BELOWNAULTED CEILING 2x6 OF#2 2x6 DF#2 3/"T&G PLYWOOD SHTG.@ LOFT w/10d @ 6"o.c.P.E.N.&@ 12"o.c.FIELD NAILING,TYP. --- TYP. OPENINGS 2 STORAGE LOFT FRAMING PLAN m S3 1/4"= 1'-0" W J W 30'-4" O G I W - ---- - ----- -- -- -- - - - - - - -- --- - -- -- -- -- --- w O LL Cn o Lu ALIGN JOIST w/2x WALL ABOVE I LL O cn I Z I I b ° i t a o �' ,sus ,6 c i 1— I I I DATE: 01-28-2019 JI — — — — — — — — — —L J— — —L J— — — —L 1, I DRAWN BY: JES - --- - - ----- -- -- --- - - - - ----- - - -- --- -- -- -J CHECK BY: JES %4"PLYWOOD SHTG.@ LOFT w/ JOB: 17-105 10d @ 6"o.c.P.E.N.&@ 12"o.c. FIELD NAILING,TYP. 1 — — - — TYP riFOUNDATION PLAN . S4 STRUCTURAL LAYOUT, S3 v4°= 1'-0° ��4 pFRAMING & FOUNDATION IN SHEET: tS'/� SHEET: O ON ok V 0 131S3 E. 5 FIRES:6/30/2020 J o_ (2) 16d NAILS @ EACH JOIST U) c v t 10d @ 6 o.c. PLYWOOD PER LAYOUT PLAN & c i o SHEARWALL SCHEDULE, LAP SHT'G. U o 3/4"T&G PLY ON RIM BOARD 1-1/2"MINW/P.E.N. ROOF SHEATHING PER PLAN UJ CD . SH'TH'G PER PLAN -- Z PANEL EDGE NAILING PER LO 2x JOISTS PER PLAN, SHEARWALL SCHED. f m SPAN EITHER DIR., BL'K'G ' FIELD INSTALL APPROX.8"WIDE BOUNDARY EDGE NAILING PER PLAN u @ 48"O.C. @ JOISTS STRIP SHTG.w/P.E.N.TO RIM& 2X BLOCKING,MAY BE INSTALLED PARALLEL P.T.SILL PL PERPENDICULAR TO ROOF SHTG. RIM JOIST Z 2x P.T. BOTTOM PLATE W/ 7 6 0 A.B. PER SHEARWALL RAFTER PER PLAN } \ SIMPSON H2.5 CLIP,TYPICAL. SCHEDULE COLD JOINT IF REQ'D. 0 Cl MAY BE INSTALLED INT.OR EXT. m 6"CONC. STEM WALL w/ _ (1)#4 HORIZ TOP, (1)#4 BOT& 'o w a SIMPSON A35 @ 24'O.C.U.N.O. #4 VERTS @ 48"o.c.w/STANDARD i O_ W PER SHEAR WALL SCHEDULE HOOK, VERTS MAY BE OMMITTED 0O IF SINGLE POUR FTG./STEMWALLPANEL EDGE NAILING PER PLAN z IS UTILIZED w/NO COLD JOINT ly w G.C.TO NOTCH RAFTERS(IF 2 PROVIDE 3"CLEAR BOT. &SIDES 12" NEEDED,BUT NOT REQ'D.)@ 2X6 @ 24"O.C.STUD WALL W/ OV EXTERIOR FACE OF PLATE TO DOUBLE TOP PLATES AND ALL FOOTINGS TO BEAR OVER 6"MIN LAYER 3/4" MINUS PROVIDE PROPER FASCIA DEPTH SINGLE BOTTOM PLATE _w COMPACTED CRUSHED ROCK OVER APPROVED w w STRUCTURAL FILL AS REQ'D OR FIRM, UNDISTURBED, WALL SHEATHING PER PLAN w NON-ORGANIC, NON-EXPANSIVE NATIVE MATERIAL. SEE w FOUNDATION NOTES FOR ADDITIONAL INFORMATION. z a SECTION @ FOUNDATION s SECTION @ FRAMING O z STRAP MAY BE LET INTO STUD Ya" MAX. SIMPSON MSTCM40 HOLDOWN SIMPSON A35 CLIP @ 48"O.C. PER PLAN&SHEARWALL OR PER SHEARWALL SCHEDULE SCHEDULE w/(26)16d SINKERS SH'T'G PER PLAN INTO DBL STUDS&(14)SIMPSON SDSA x 1-3/4 SCREWS INTO NON-STRUCTURAL 2x10 RIDGE CONCRETE BOARD w(2)16d TOE-NAILS,TYP. 8d @ 6"o.c. IT ROOF SHEATHING PER PLAN (2) 16d @ EA. OUTRIGGER NOTE: REFER TO 1/S4 FOR �� j z P.E.N. INFORMATION NOT SHOWN HERE. Q 0 _ m 1'�7RAFTER, SEE PLAN i COLD JOINT IF REQ'D. z o � J 2x OUTRIGGERS @ �� 2 o H W W 00 SH'T'G&NAILING PER 24"o.c. a o 0 Z O o y , SHEARWALL BELOW 'O J 0 �} - --- -- -- `L` D O 1z' Q LL O z H LL O Q 2x8 RAFTER PER PLAN w/2x4 COLLAR ,J = C/) TIES @ 12"MIN. BELOW RIDGE(TO BOT. OF TIE)w/(4)SIMPSON SDSY4 x 3 SCREWS > z EA. END 4 SECTION @ ROOF FRAMING 5 SECTION @ OUTRIGGER s SECTION @ FOUNDATION S4 3/4"= 1'-0" S4 3/4"= V-0" S4 3/4"= 1'-0" DATE: 01-28-2019 DRAWN BY: JES CHECK BY: JES JOB: 17-105 "STRUCTURALETAILS PADfi�s IN `r/o SHEET: O ON Ptk�� S4 PIRES:6/3012020