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MIS2003-00029 `l _ • • .-L i . , . .:NOT CE O.F`;TYPE I'DE tt ew;'1 „2,e3 ,-;; ,&,.5;�-� .r-i'3>'KS' ✓ 'f�,�• 3 �.• e=` -�- ,�i: .�C€ ✓. 7 ACCESSORY RESIDENTIAL UNIT MIS) 200`3-00029:.`; 'v i ,�:a� i< 4' .: Y_ 1"-Ai` '('_3= - £ ,«,�6<�: ni :N•'1�- I g,•• 1 fi,. > J✓"St j,�L:r.F z ommunity Development �� ,_�� WITTEN ACCESSORY RESIDENTIAL�UNIT� z � s� j{Better,Comm"uni� < `! --.. <w - ... ..az- ..__ _, .c u.z.3s..-. .. `,.,, ., ,.,s :.kr.'S„•s.� - - ..� .. s. .a _ Lv'.77 .... _ ,,, ,.. :Jc�.^:,: 120 DAYS = 03/17/2004 SECTION I. APPLICATION SUMMARY FILE NAME: WITTEN ACCESSORY RESIDENTIAL UNIT CASE NO.: Accessory Residential Unit (MIS) MIS2003-00029 PROPOSAL: The applicant is proposing to construct a 542 square foot attached residential unit adjacent to the primary residence. APPLICANT: Randy & Donna Witten OWNER: Same 12625 SW Katherine Street Tigard, OR 97223 LOCATION: .12625 SW Katherine Street; WCTM 2S104AA, Tax Lot 8200. COMPREHENSIVE PLAN DESIGNATION: R-4.5; Low-Density Residential. ZONING DESIGNATION: R-4.5; the R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.510 and 18.710. SECTION II. DECISION N,d oti.?pe4.,.i.s1'i;<,hw e•E reby,givzire..n.;.�z7 t`zhat the;C he;City,;of.Tigars d»•-.Comu m•; uunu...i t,y: D. ev'_el o ps men.x t DL:ir•.ec to, r's d-cs e<ss``'ignR�xqie..,. e < e ? has,AP ROVED the above:"request', Th findingsandconclusionson which the decision isp y;:�I;��. �i� � .z.1'p'<'a.!<.sr.= s.5. '" .d.':" �`t�.s.`q� ;.a•.-6„:iz"�.t$�u i`13'.:F41z'�,"'i``_,�., �, M „av,k /n,'i�.Y:S .ff, te'? '��.yC. ',;;;g. --'_ •ii.�V. 'E"- ^�i.+ r: ` based�are:nofed in.Section HIV:- .� :�:.- .,�; ,�.�:� ==�• ..�,�.�..v�..�.� :r=` �;� .�;�>A,.;..:>�`..;t�.,"5,�..,.;::: .:,g,e:�' „fit;%? ,',-i;'n .. r tiL."",n,."?,.';f:^�;���;,�.k, ..i;:�: Cie:::c.i=.EY .:4:.K•%..::., x,a '-' �. .., <sf , ,.E. r_�.5......;�`..'.'�s.,�,c.�'^=. NOTICE OF TYPE I DECISION PAGE 1 OF 4 MIS2003-00029—WITTEN ACCESSORY RESIDENTIAL UNIT • • i,t ;..> of :�>3:s:;�.� 1.,-. ,,,:y.._ -w,,. ,.. THIS APPROVALSHALL°BE°VALID:.FOR `:��• :�,_ ':�< '���,_ :FROM EE FOE OF�THIS4 DECISION.3: :a -, 'i(... .. .a .3ST..,>,:(:_t" R •h.. r ,.x s ... .. .. .«..,,y`;., SECTION III. BACKGROUND INFORMATION Site Information: The subject parcel is located on the north side of SW Katherine Street. A search of City records indicates that a building permit was issued for this addition MST2003-00050. In order to add a kitchenette to the addition, approval of the proposal at hand is required. Proposal Description: The applicant is proposing to construct a 542 square foot attached residential unit adjacent to the primary residence. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: ACCESSORY RESIDENTIAL UNITS- APPROVAL STANDARDS: Section 18.710.020 contains the following standards for approval of an Accessory Residential Unit request: Section 18.710.020 - Approval Criteria states that an accessory residential unit is permitted providing there is compliance with all of the following standards: An accessory residential unit may be created within or as an addition to a detached single-family dwelling. For the purposes of this chapter, "addition" means the sharing of a common wall with the primary residence. A garage may not be converted to an accessory residential unit unless it is rebuilt as part of the primary structure; According to the site plan, the proposed accessory residential unit shares a portion of the northeast wall with the primary residence. Although it is above the garage, it is not a conversion of the garage. This standard has been satisfied An accessory residential unit may not exceed 50% of the size of the primary unit, up to a maximum of 800 square feet; The proposed addition is a 542 square foot accessory residence. The addition is not larger than 50% of the size of the main residence, nor does it exceed 800 square feet. There does not appear to be any other accessory units on site, therefore, this standard has been met. The number of residents permitted to inhabit the accessory residential unit is regulated by the Uniform Building Code; NOTICE OF TYPE I DECISION PAGE 2 OF 4 MIS2003-00029-WITTEN ACCESSORY RESIDENTIAL UNIT • • This standard will be reviewed by the Tigard Building Division, and in the event that the number of residents exceeds that which is allowed, the Housing Inspector will be notified, and the condition will be corrected. Either the primary or accessory residential unit must be owner-occupied; The primary residence will be owner-occupied. Therefore, this standard is met. A primary residence in which an accessory residential unit has been created may have only one home occupation. No home occupations have been proposed with this application, nor is there any record of a home occupation for this property. In addition to the number of parking spaces required for the primary residence, as established in Chapter 18.765, one parking space shall be provided for the accessory residential unit. This parking space shall be paved and/or covered; The primary residence is required to have one parking space. The accessory residential unit is also required to have one parking space. The applicant's primary residence includes a two-car garage. Therefore, this standard is satisfied. The front door of the accessory residential unit shall not be located on the front façade of the primary unit unless the door already exists. The plans indicate that the front door of the accessory residential unit will be on the rear of the garage. This standard has been met. There shall be compliance with all development standards established in the base zone. According to the site plan, the proposed addition meets all of the applicable setbacks of the R-4.5 zoning district, and the addition has been reviewed for setback compliance with the issuance of MST2003-00050. Therefore, this standard has been met. FINDING: Based on the analysis above, Staff finds that the Accessory Residential Unit standards have been satisfied. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Affected government agencies NOTICE OF TYPE I DECISION PAGE 3 OF 4 MIS2003-00029-WITTEN ACCESSORY RESIDENTIAL UNIT • • Final Decision: An Accessory Residential Unit is a Type I procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON NOVEMBER 19, 2003 AND BECOMES EFFECTIVE ON NOVEMBER 20, 2003. Questions: If you have any questions, please call the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon at (503) 639-4171. November 19, 2003 PREP D BY: Brad Kil DATE Associate Planner - / November 19, 2003 APPROVED BY: ichard Bewer :orff DATE Planning Manager • • NOTICE OF TYPE I DECISION PAGE 4 OF 4 MIS2003-00029-WITTEN ACCESSORY RESIDENTIAL UNIT CITY of TIGARD III, e #,: midirili ^ , � A OE00 RAPHIC INFORMATION SYSTEM LL via HWY MAP .VI - -.. N 5 4111A11111111k � _ MERESTO 1 ►TE :. ■ I ��MN I aAblhll �- i1I MIS2003 00029 1 - -1 ININIIMIN IN ■■ A •t. : . WITTEN ACCESSORY IRO in al 1 RESIDENTIAL DE NTIAL �4� a�� , S UNIT 011 , 11 a_l i 1." ImIll N-- :_ N r 4 f •uIi&iId a. Illimmi lommilumwmoomm Egg* bit ,f-AD il ORB .R 05:r 43,1.: :,., MI6 - 1:11M1 4 #. :.:.4 iir".:.:,, ape a" " mhowilm • ai I Kw . .1. 1c4:.? ::.,,:.,,:,,,,.:,::ii::!;!.,:,,-,Aii. II ■ BEEF KENO fm. F1' a -O LS PL ■w ' w■ 14,%"II Q ■■ .•■ ,E— i �-rW� 0 100 200 300 400 Feel - fta 4111 lkit*i. P=312 feet � o o .1 , oo.. . °AV E Son 411111'o° ROO ,-a J ig A . • war 9°0 o B K C�� Ci of Ti and .�.. 2 0000 0 - /� Information on this map Is for general location only and NA,. • .^ should be verified with the Development Services Division. Milk 13125 SW Hall Blvd . . Tigard.OR 97223 1.1 ' . Meal (503)539-4171 •'i111� _ http•J/wwN.ci.tigard.or.us Community Development Plot date:Nov 19,2003;C:\magic\MAGIC03.APR • • - AFFIDAVIT OF MAILING ` CITYOFT 11' Community(Development ' S(rapingA Better Community I, Patricia L Lu being first duly sworn/affirm, on oath depose and say that I am a Senior Administrative Specialist for the City(17igar4 Washington County, Oregon and that I served the following: {Check Appropriate Box(s)Below} © NOTICE OF DECISION FOR: MIS2003-00029/WITTEN ACCESSORY RESIDENTIAL UNIT ❑ AMENDED NOTICE (File No./Name Reference) ® City of Tigard Planning Director A copy of the said notice being hereto attached, marked [Whirl",and by reference made a part hereof, was mailed to each named person(s) at the address(s) shown on the attached list(s), marked Exhibit"B",and by reference made a part hereof, on November 20,2003,and deposited in the United States Mail on November 20,2003, postage prepaid. AV oI /1 (Persqn th- -repared Notic-) C7�TE OAF C CitY el-WTI Subscribed and sworn/affir ed before me on the / v day of • Ce/ , 2003. • . : OFFICIAL SEAL I, , / "/ 11 ., J BENGTSON NOTARY PUBLIC I BEGUN 1 f NOTARY COMMISSION N .36808N ) COMMISSION NO.368086 My Commission Expires: f)-7 �) MY COMMISSION EXPIRES'APR.27,2007 • • EXHIBIT_,,_.,. NOTICE OF TYPE I DECISION . �Aa ACCESSORY RESIDENTIAL UNIT (MIS) 2003-00029 ,; u..�� ' - CITY OF TIGARD WITTEN ACCESSORY RESIDENTIAL UNIT community 6ei:lekpment Shapii Better Community 120 DAYS = 03/17/2004 SECTION I. APPLICATION SUMMARY FILE NAME: WITTEN ACCESSORY RESIDENTIAL UNIT CASE NO.: Accessory Residential Unit (MIS) MIS2003-00029 PROPOSAL: The applicant is proposing to construct a 542 square foot attached residential unit adjacent to the primary residence. APPLICANT: Randy& Donna Witten OWNER: Same 12625 SW Katherine Street Tigard, OR 97223 LOCATION: 12625 SW Katherine Street; WCTM 2S104AA, Tax Lot 8200. COMPREHENSIVE PLAN DESIGNATION: R-4.5; Low-Density Residential. ZONING DESIGNATION: R-4.5; the R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.390, 18.510 and 18.710. SECTION II. DECISION Notice.is:_-hereby/given r, SthatF he ,City„of Tigard Com munt yDvelo p men�t Director's d.edesignee: has APPROVED=theaboe reques The`findings and conclusions on wh ch the d M,% :;o ;b<a-Aed-are J n o t e 'i n: ec t o n maV:� A : ( r s NOTICE OF TYPE I DECISION PAGE 1 OF 4 MIS2003-00029—WITTEN ACCESSORY RESIDENTIAL UNIT • • 4."" 'Y:..m,.;," �.�»:iP,K ri;: 'Sr i.,.2's.'. 1 �"� �:�- '�� =� �FTHISAPPROVAL•'RSHALL BE-VAL1'DF:FOR�18;;MONTHS`: ;:`.Tr :'V•��;�: ';> ��.-;��"• y�}`Ul :��£" s::..y3/+N,. .,5. -d+.'y,b.. .[R': %:'�`.•P"y'vk;;"YS'z,.��;'.'r::'•:',r _Q y, ;: FROMTHE'EFFECTIVE DATE°;OF:;THIS6 DECISION:; SECTION III. BACKGROUND INFORMATION Site Information: • The subject parcel is located on the north side of SW Katherine Street. A search of City records indicates that a building permit was issued for this addition MST2003-00050. In order to add a kitchenette to the addition, approval of the proposal at hand is required. Proposal Description: The applicant is proposing to construct a 542 square foot attached residential unit adjacent to the primary residence. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: ACCESSORY RESIDENTIAL UNITS- APPROVAL STANDARDS: Section 18.710.020 contains the following standards for approval of an Accessory Residential Unit request: Section 18.710.020 - Approval Criteria states that an accessory residential unit is permitted providing there is compliance with all of the following standards: An accessory residential unit may be created within or as an addition to a detached single-family dwelling. For the purposes of this chapter, "addition" means the sharing of a common wall with the primary residence. A garage may not be converted to an accessory residential unit unless it is rebuilt as part of the primary structure; According to the site plan, the proposed accessory residential unit shares a portion of the northeast wall with the primary residence. Although it is above the garage, it is not a conversion of the garage. This standard has been satisfied An accessory residential unit may not exceed 50% of the size of the primary unit, up to a maximum of 800 square feet; The proposed addition is a 542 square foot accessory residence. The addition is not larger than 50% of the size of the main residence, nor does it exceed 800 square feet. There does not appear to be any other accessory units on site, therefore, this standard has been met. The number of residents permitted to inhabit the accessory residential unit is regulated by the Uniform Building Code; NOTICE OF TYPE I DECISION PAGE 2 OF 4 MIS2003-00029-WITTEN ACCESSORY RESIDENTIAL UNIT • • This standard will be reviewed by the Tigard Building Division, and in the event that the number of residents exceeds that which is allowed, the Housing Inspector will be notified, and the condition will be corrected. Either the primary or accessory residential unit must be owner-occupied; The primary residence will be owner-occupied. Therefore, this standard is met. A primary residence in which an accessory residential unit has been created may have only one home occupation. No home occupations have been proposed with this application, nor is there any record of a home occupation for this property. In addition to the number of parking spaces required for the primary residence, as established in Chapter 18.765, one parking space shall be provided for the accessory residential unit. This parking space shall be paved and/or covered; The primary residence is required to have one parking space. The accessory residential unit is also required to have one parking space. The applicant's primary residence includes a two-car garage. Therefore, this standard is satisfied. The front door of the accessory residential unit shall not be located on the front façade of the primary unit unless the door already exists. The plans indicate that the front door of the accessory residential unit will be on the rear of the garage. This standard has been met. There shall be compliance with all development standards established in the base zone. According to the site plan, the proposed addition meets all of the applicable setbacks of the R-4.5 zoning district, and the addition has been reviewed for setback compliance with the issuance of MST2003-00050. Therefore, this standard has been met. FINDING: Based on the analysis above, Staff finds that the Accessory Residential Unit standards have been satisfied. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Affected government agencies NOTICE OF TYPE I DECISION PAGE 3 OF 4 MIS2003-00029-WITTEN ACCESSORY RESIDENTIAL UNIT • • Final Decision: An Accessory Residential Unit is a Type I procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON NOVEMBER 19, 2003 AND BECOMES EFFECTIVE ON NOVEMBER 20, 2003. Questions: If you have any questions, please call the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon at (503) 639-4171. November 19. 2003 PREP D BY: Brad Kil DATE Associate Planner November 19, 2003 APPROVED BY: 'ichard Bewer-:orff DATE Planning Manager NOTICE OF TYPE I DECISION PAGE 4 OF 4 MIS2003-00029-WITTEN ACCESSORY RESIDENTIAL UNIT .Mr.W* CITY of TIGARD ' II 11111111 GEOGRAPHIC INFORMATION SYSTEM fto VICINITY HAP MINI MERESTO NM ■ Q& I1ii I MIS2003-00029 . i,,W 11111111111 •, : WITTEN ACCESSORY Sae iiii m� RESIDENTIAL UNIT a 5r et 11= 11 1�2 i N f �s II Iiaitø f �Rg . . ' ER ► 4'• M III > . •4,41, 11111,111111111111w Q q Q d,soNrr4 ?0• Li III -UEEF � .r'•, 1 1L't,,,,;� '' 1sPL >. 7 l./r. -- * W A ■ . Tigard Area Map 6 i ik%%1*i a ■ ' . / A' T y 0 100 200 300 400 Feet ■• 1'=312 feet C.I Oft * O o Q AP O o AYE ,."' o 4‘11 A OQQ BROOK C°zoo ,,,-3.ri& `� QQQ o Ctty of Tigard • .^ • information on this map is for general location only and ftras�. should be verified with the Development Services Division. --E ' 13125 igar,O Hall Blvd _- . I 11(503,63 9171 1'11115 (503) 1 hap:/Ivnvw.cLtigard.or.us Community Development Plot date:Nov 19,2003;C:\magic\MAGIC03.APR • *. • ACCESSORY RESIDENTIAL TYPE I APPLICATION CITY OF TIGARD 13125 SW Hall Blvd., Tigard, OR 97223(503) 639-4171 FAX: (503) 684-7297 GENERAL INFORMATION Property Address/Location: /�C caS S(JJ )66+-e FOR STAFF USE ONLY Tax Map &Tax Lot#(s): aS /0414/G1 - D .v0 Case No.(s): /►'1 13 0180 3 -Doca9 1/ ` �g� �� Other Case No.(s): SST ab( 3 - 05°5 Site Size: Receipt No.: a 00 3 --50A°) Property Owner/Deed Holder(s)*: (2f, 1_47 e NNi w1+frIJApplication Accepted By: Cad Address: /,x(015 Sc,,) kiei-vo r- .-( Phone:5a / 73-00 Date: I/' /S "vg City: / It913-r.o4 Zip: 7D-.2 5 m n— Applicant*: t� � \A'CAtl ' Date Determined To Be Complete: Address: Phone: /1-1 f 03 City: Zip: Comp Plan/Zone Designation: Lt.IA) Den Res / R tl .S *When the owner and the applicant are different people, the applicant Rev.2/28/03 is\curpin\masters\revised\asa.doc must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s) must sign this application in the space provided on the back of this form or submit a written authorization with this application. PROPOSAL SUMMARY REQUIRED SUBMITTAL ELEMENTS The owners of record of the subject property request an Accessory ✓ Application Elements Submitted: Structure which is (please be specific): lEr Application Form feet in height with an area of 5 Y a_ square feet. Owner's Signature/Written Authorization a Title Transfer Instrument or Deed OP to 0 fl ['f Site/Plot Plan (3 copies) (provide any additional informat,'bn here) Site/Plot Plan (reduced 8th"x 11°) / Applicant's Statement (3 copies) pp p Pe)f2 g ►-o�ee7 �,t3.�g o� t•l (� ❑ Filing Fee $103.00 f/ / Jurisdiction: City ❑ Urb 1 • 0 i r . List any VARIANCE, CONDITIONAL USE, SENSITIVE LANDS, OR OTHER LAND USE ACTIONS to be considered as part of this application: APPLICANTS: To consider an application complete, you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the"Required Submittal Elements" box. (Detailed Submittal Requirement Information sheets can be obtained, upon request,for all types of Land Use Applications.) THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. SIGNATURES of each owner of the subject property. frt- DATED this / b day of !/"O LP"e^'vi L , 20 03 er's Si• Owner's Signature 0 _ // - Owner's Signature Owner's Signature 2 CITY OF TIGARD 11/18/2003 44Ik 13125 SW Hall Blvd. 10:40:17AM Avtiko Tigard, Oregon 97223 _ °TL� (503) 63 9-4 17 1 • Receipt #: 27200300000000005029 Date: 11/18/2003 Line Items: Case No Tran Code Description Revenue Account No Amount Paid MIS2003-00029 [LANDUS] Accessory Structure 100-0000-438000 , 103.00 Line Item Total: $103.00 Payments: Method Payer User ID Acct./Check Approval No. How Received Amount Pt" CreditCard DONNA WITTEN CAC 703486 In Person 103.00 Payment Total: $103.00 ill Page 1 of 1 cReceipt.rpt Randy Witten 12625 SW Katherine St. Tigard Or. 07223 11/18/03 City of Tigard Brad Kilby Re: Applicant's statement Brad, The following is pursuant to `Accessory Residential Type 1 Application' for the above residence. 18.710.020 B. Limitations 1. The accessory unit is above an existing garage . The unit will have a common wall with the main structure. 2. The primary unit is 1175 sq. ft. The proposed secondary is 542 Sq. Ft. 3. Does not apply. 4. The primary residential unit is owner occupied. 5. The primary residence has only one home occupation. 6. The primary residence has over four paved parking spaces. One of these will be allocated for the accessory unit. 7. The front door of the accessory unit will be on the back side of the primary residence. 8. The accessory unit has been approved to meet all current developmental standards. Randy Witten Ago • After Recording Return To: ABN AMR() MORTGAGE GROUP, INC. ATTN: SUITE 700 777 E. EISENHOWER PLAZA ANN ARBOR, MI 48108 Title Order No. : 08-825809-28 Escrow No. : 08-825809-28 [Space Below This Line For Acknowledgment] LOAN #: 626231041 DEED OF TRUST DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18,20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Security Instrument" means this document,which is dated SEPTEMBER .10, 2002, together with all Riders to this document. (B) "Borrower" is RANDY K. WITTEN AND DONNA F. WITTEN. Borrower is the trustor under this Security Instrument. (C) "Lender" is STEVENS MORTGAGE COMPANY. Lender is a CORPORATION organized and existing under the laws of OREGON. Lender's address is 5000 S.W. MEADOWS RD #450, LAKE OSWEGO, OR 97035. Lender is the beneficiary under this Security Instrument. (D) "Trustee"is FIDELITY NATIONAL TITLE COMPANY. (E) "Note" means the promissory note signed by Borrower and dated SEPTEMBER 10, 2002. The Note states that Borrower owes Lender ******************************ONE HUNDRED FORTY THOUSAND AND NO/100 ******************************************************,t** Dollars(U.S. $140,000.00 ) plus interest. Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not later than OCTOBER 1, 2017. (F) "Property"means the property that is described below under the heading "Transfer of Rights in the Property." (G) "Loan"means the debt evidenced by the Note,plus interest,any prepayment charges and late charges due under the Note,and all sums due under this Security Instrument,plus interest. (H) "Riders"means all Riders to this Security Instrument that are executed by Borrower.The following Riders are to be executed by Borrower[check box as applicable]: [Adjustable Rate Rider 1 I Condominium Rider I 1 Second Home Rider Balloon Rider I I Planned Unit Development Rider Other(s) [specify] 1-4 Family Rider I I Biweekly Payment Rider OREGON—Single Family—Fannie Mae/Freddie Mac UNIFORM INSTRUMENT Initials: Form 30381/01 Page 1 of 8 0 UDEED 0109 C:\Documents and Settings\Jeffrey T.Flensburg\My Documents\2003\364 Witten\364 Witten.dwg,FOUND, 10/6/2003 12:48:44 PM 0 r y� w• r ° A n Cw0a "111 mu)in° 3Z 0 C pm I -, CO Z i v MC Q r ' i 61 xOW al� J a iiiii .2854 O =zvx mn� 4 Z * zx i3 Y J K1 fob S ~ w , Z .0rn C).-.1.0 CO 4rn rO w 0(D 4 pQ , u1"Zmil 1 Ora n Pi. o �nm X w N mGzx• 4,0.2r i L , _J_J a4) -Al • I .• Ji,•• =-.=.-.T..- -- . • N O4 L L J L J ro imile 04 ey. 00 Ct R , Y 1!14 f' °'---- rr)... -4 co Ufa -4 tc:)f--k" filo I>4 —i ()3 -Ki G‘ 111 0 1). r- Ni XX r-F kil II .0 t V , E. idL, 0 t-i' A IIIP } \ . 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''' „r'''''' „ ,' -'-' ,,,. / '''''<,,,, ,,,,,,,, ,,,,./''''''' ,::'''' I I 1 : ril ,„.'' 'T7 ' ./- .,-.'"- 0) : X , ''' 4111 r I v /,,,,,,,,,,,,,/,,,,_ '-' -- *„..-<,..-/------- 1,..A.� % ; / / / :,.--..'s1 4 ' 1u� / 41111141111414 1 *I( 40/ I.,0°.Ø\ 41 • c� t� 1 E. kit Elio, \ 1 \\\ I-iii,..._,................................................................ ........... ........... 5.00, N 7742'20” E ---- or CA 6, 1 N. s IN ''44 , ., „:. , . : General Notes and Disclaimers: These drawings have been prepared to meet generally accepted professional standards However,local variations may require changes. tD Likewise,building code requirements vary with location and change from time to time. Before stoning construction,the builder must review and be responsible for all details and dimensions,and ensure that these plans meet all can ent requirements in your area.. It is also suggested that a local architect and/or engineer be E : 0 air( 4345 NE 73rd Avenue retained to review and make any changes necessary to ensure that plans meet all re if nts,and that you check with your local building department to see a 0 professional stamp is required on drawings filed for permit purposes. All applicable construction shall conform to the latest editions of either"Umfrmn Building --} g any laically required code. codes govern over drawings. Dimensions govern over scale Verify all mechanical Portland Oregon 97218 °or the�BOC.�Basic Building code, or a other Tit d, g requirements before framing. verify topographic and subsurface conditions,and adapt foundation plans accordingly. 0 (503) 281-9101 • All ideas,arrangements,drawings;and plans set forth on this sheet are the original work product of,owned by,and are the property of Streisberger Home Designs. @Nein' efj*!.9r4fl6 Q Use of this said work product is limited to a specified project of the purchaser,and for the construction of one building.Any use,rse,or disclosure of said plans, (/ email: s 'e tv @a ttbi.c©m reproductions,ideas,designs,a,ul/or arrangements,other than by Streitberger Home Designs Inc.is strictly prohibited by law without the written permission of Streitberger Home Designs Inc. Contractors shall verify and be responsible for all dimensions and conditions on the job. 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F\ \ \ 12 C4 " OVER EXISTING GARAGE 1.1',\\\ EXIST.'' __,..-----' ii ------• --„,..„...„, 2 X 12 RAFTERS 0 24" O.C. \ Not ----- ... - i .---........ w/ R-30 INSUL, / ---ft-I --.------ ------„..... .... 11411111 ■1/4 ,toll ..„...,-* .\---- — \.\ \ \\ E'\N ` 1 . \\\\ \ \ \ \\ . \ ....------ igillil= . CIIIIIISt , iii N \ ,...„ \\\\\\ , \ \.„... \\\ \.. HO 2 X 4 STUDS ID le" O.C. I \\ \ \ .,\\ \ \ , \ . (3) 50 601. In. \ .,, „,, \ \\ \\ \\ ---\t\---\,:-.. -2--\\ = , ROOF VENTS -,, \\:\\\\ \\ \ \\ \ \„\\,„ ,\ \, et E3EDIRM. HALL 155ATH . . \ . \ , \ t \ 0 0 0 \ \ \ \\\\ \ \ \ \\ \ \ \ \ \ io \ \\ \\ \ \ \ \ t '' 1 CONTRACTOR TO vERIFY , \ \ 1 2 X 6 STUDS ALL DIMENSIONS AND MATCH EXIST. , \,\. , \\*\\\ \ \\ \ \ , EXISTING \\2. \‘‘, \, „\\\\\\\ 4\--1 a 14" IJI/PRO 250 FLOOR ROOFING $1.1\ \\,\.\\\ RESIDENCE\ \ \ \\ \ R-21 INSUL. JOISTS dt 16" 0.C. •-, . 1 3/4" X 14" LL EXISTING CONDITIONS \ \ ..,, . „ \ \ \ \\\\„\\ , , ,„ •,,, 4\ , 6 i., \ \ \ \ \ \ \ \ L _J I RIM JOIST PRIOR TO CONSTRUCTION 2 • "t.-- ,,\ \ \\ \ \\\ \ \\ \ -\\ \ `N. , _ , .- . %,)d) V livi R \ \ \ \ \ , \ \ \ \i \ _ .M.I' EXISTING MATCH, 1,. f----_, A -.. i y - \ \\ FLR.. E iii \\\N, \ \,,,, \ EXIST.' 4 E w \ \\\• \ \ \ \i \ ...„ - ii 3 1/2" x la" OR 5 1/4" X le." 1115 sq, rt. L _ _ _ _ .sx. arl ,. \ . \ \ \ „, \\\, \\ is\ • o OR 1" X 14" PL HDR ,.._ \`‘ \ \\ \ \ \ \ I- (EXiSiiNG) PROPOSED \ , \, \ \ \ \ \\\\ \ \ \ \ \ \.., \\ \ .4----\\---\ 0 ‘,.\\. \ \ \ \ x nAPAGE UPPER PLR- \\:\ \\:\„\ \\ <,..\\\q\ Ui 4.2 sq. ft. CONNECT NEW PO Sf'OUTS N .... TO EXIST. DRAINAGE SYSTEM L\\\\\\\\\\ \ \ \ \\ \\\\\\\ \.:\11,\\\ st7,„\7\ \\\\ \\\ \\\ , = et \ ‘.. •, `,„ MAIN F...R. \ \ \ ,.. \ \ \ \ \ \ • r\- .......,„.. IR0OF PLAN ., \ \\I \ , \ \ \\\ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \\\\\ \ \ \ ) .0. ,) ,,,,, \- ... . , __ ‘,.. .\\ \\,,y SCALE: 1/8" r- 11-0" \\L\\\\\\ N \ \ EXISt>. ■ / \/?\/ • - • v / \ , \\.\\\\\ \\\\.\ \.\,.. I. •0• ,-... ....... OF 2 \\\\ A !BUILDING SECTION . \ L \ . .._.... ....... ......... 1 SCALE: 1/4" = 11-0" . OCT 03 • WITTEN .,., (REMODEL) 0 ,,,s4ain ... • • • i',, _., I:;i;ii . . D,r / 22'-8° blt r "1 cY / -r -4 r 101-8" 12t-0" ` q i! /,/' / 5'-2" 9'- " 3 -0" , Hil / r/ t r — -' DECK LINE r ,//+ �'/ TYP.. 1•c `i EAVES '4 y a Q a r - • ;// ,! • ' ' 310 X*•/8 • . , ' g o•fit• F- O I 63 �'. FRENCH DR. be tt `n x O :1t ,/ �► inlEll w/ 12" (temp.) ~ c `' .... .••_.•• ....••• ...._ ._.. .._.. ...... ..,._.. .,...... __.. f/0 x 3 3/6 SL. �_ �_ 51 D E L I TE "' ---- ...— -..- ---- --- , t- -I . - r f m• \ \ L 0 ill ~ 1 4 it2+, .FP It / /CMSTi4 STRAP *3'-0" LONG ABOVE ,/ /' �� t g FLOOR 51-1EATNING NAIL w/ 16d NAILS ////// // r; r it...) r'o 3 90 ID 3 1/2" O.C. THRU SHEATHING TO U !; a SOLID 4 x 4 3LOCKINCs BELOW / / ! ' •/ / •,� (TYP. OF (2) LOCATIONS) / r . # , tt 1 - ..i t- cy Wilt TYP. /� / - .� g!. a at1 9 -1 • ED ' N . � O v of PERIMETER 3 -- 1 ,, / !/ � [ U• , " :2;71/ / I 10/0 X 10/'i a,, ic 11111 SO ID BLOCKING 4 -4 4 /, / `�1�I1I'I1'+l nc x •z U 93�"''� 1 �1_g�1 5.r0,i �16" 11/4 X 14/00 W @ --'tA L _._ _... _ _. ___. __ __ _ .__ / is.� 0 '� t'EXiSTINCs1 / �, � � 20 -2 `-cR /�-(�•�� � i � F CEO' J'� / /� ! �' ' ,; - � . . U ¶\t_,•_ � �';' IIIU .._. fw (DAt v,t O 'f 5 1/8" X 16 I/ " . M.--- ! // \ 1,, , /\.--• ,.... . 0)' 5 I/4"7 16" P5L !BIT • . dt 'HAT HE A A / !, cv - ( ' TC c�+ I t ...I f""'1'� ' I r' - -� ' '► / // / O bD. iIiiU i.,_4. ori 4 X 3 x 1 teA f - 2 HIGH Co TER f3 rj ' -- Q `- •c GMST 14 - }' '// // / /'/ A ,t OC t1.1) ° •° • t ° t I w fi / %'/ 5/0 TUB a OFI ,/` ! ,� 11-6" o SH©U1Eft'. ` '� `�,'', • pp /� ,` ,/ N :J g`ms's Y 01 Z U `.`t U `• 1 RETROFIT ,� /' / '�f` .� � � �` - } 1:6 �C• 31/2" X18" OR51/4" X16" '/ i / �/ /J / / , `� // •� ;� ..40:41$40-1.-0-1 �' r� /„ TM OR �" X 14" PSL HDR. a f , // / r i �'� ......�.... ' .' ,/ 84tfit: Al D 4 \ /• `` ,...,.,... I '' / // / , / Q1 -� •X ..►jy 1 STACK / y, } / r err ..rr / f� / • • \ ♦ '� � !i , •i / ,/ . I L _ ___I L ........ _ ..j (0) .....__/ / / , c4 ec-,- 10",‘ \AVIA*""-+411k0 Wain" ■ \ D / / \111, 4.ill 4'-3" !/ f /✓ / / / /` ,/' / 6,41._-.u. `� PANTRY I tJ/ // / t 13/4" X14" L5LRIM JOIST // ;' / // / '` `.........- ,� '/ - FLOOR LINE ABOVE / / / / / / / / . 1, ti• ...._. ___., ....._.. - \ \ cv l� , C3 • III / / / // / /` /,, `/ 0 d 4/0 X 1/0 q fa 4/0 x 1/0 � ON v 41) TYP. 0 ,// / /,/ //7 ,/// /' /// / ,, f/ 1 GLASS GLASS- I P.-4 . CANTILEVER J /r ,! //' / ! // _. J O O1 O c • / / XISTING RESIDENCE,/`� ' + (4) �., o U / � / A t • // , /, // / / / / !/ ;i / '/ ,/ // ' : � 41-3" 61 4" M it ., ! f % / / /� /// ,/,/ /r I� �"•.y ,•fir'•"// ../• , ,/ /• r ` ,` / ! / f/// f/ / / „,, // /, // ,/ • ✓ . 61_3” 4.'-.3" gii..in 61-111// ii • / / ,'/ //r / ,// / `/ // // / 1P�1_8�� 12.-2".,./ / / f/ / /. / / / / /' r/ ' / / / / / / / 22 -8" x/ / / / / / // . / / / / ' . ' / / / / / / / / // / / / / / // / / / / / / / /'/ ', // / j // / / / / / / / / • l /MA IN FLOOD FL 4N - //' ,2ZZ/1i :*' UPE ''=' OO �,, / SCALE: 1/4" a 1'-0" %` / /� / /'� / /,!'� ,,// / 'r ,,/ /,, f SCALE: 1/4" i'-YG/11• . / / / / ,/,/ / / // //// / / ba) • / / / / / / /' 7 / / / / / / . ' / / / / / //' / / / i / / ..._ // // / / // / /// ..�......ttt.t..r.— f GENERAL NOTES. L ___ __._I ll ' 41%T:%L _ • / / , / // / !/' ,/ / 1. ALL EXTERIOR WALLS TO BE 2 x 6 STUDS A 16" O.C. (TYP. U.N.O.) i i �'', N► • EXISTING WALL LINE BELOW ,• ' ���■' �■"�"�""■"�"��'"■"'■'�'�'�""*'�*'"'�" 2. ALL INTERIOR WALLS TO �3E 2 X 4 STUDS 0 16" O.G. (T7'F'. U.N.O.) L �1 •Zililt `. • , 1 . 3. ASSUME A MIN. OF 2 - 2 X 4 STUDS AS 8M. SUPPORTS AT SEARING WALLS. 4. ALL WINDOWS SHOI.i ARE VINYL 5A. w/ ARGON GAS FILLED U-40 !BY M1LGARD MANUF'G. 5. WINDOW AND DOOR HEADERS TO BE 4 X 6 DF �'2 Al EXTERIOR WALLS. PLYUD,RISERS HEADER WEIGHT 6 WINDOWS AND DOORS TO BE 6'-8" w/ 8'-0 PLATES. 6. THIS REMODEL PLAN IS DESIGNED TO FOLLOW PRESCRIPTIVE PATH 01 3/4„ PART. TREADS . /• �I COMP.ROOFING w/ t- LAYER 441111111111111111111111 `..,,, 30•A.S.FELT EA.COURSE r 11 ' . NsIN Ammummul I/2"POUT).aA1=FLE II,I 411111111111111111111111111111 a VENTS ONLY _ " X "' soLl1? BLI�'�. GENERAL FRAMING NOTES:,�ll�N■��■, pp-------- �-,,� M. C}.t w!12. X 2" SCREENED !���� EXIgTINCx �� 1/2"CDx PL (/1111.•. '`.,��P• E I3T. YErlta • 8'-O"O.G. • ti `� I x R3.TRIM a+ITG. '`�. 112 ACx PLYW't?. i. ASSUME A MIN. OF (2) 2 X 4 STUDS AS BM. SUPPORTS AT M�I 8 FLR. i �� wt•IEERE EXPOSED BEARING WALLS AND (2) 2 X 6 STUDS AT EXTERIOR G R-38 IN3UL. 1l1 G.I.GUTTER DOOR AND WINDOW HEADERS. _ �- PROPOSED A 2 X 8 BARGEWARD ON 2 X 8 2. ALL WOOD !BEAMS TO HAVE (2) SIMPSON A35 FLAMING ANCHORS R-38 !Neut. -r CO UPPER FLR. MANUF.�S 0 2411 oc. Faidii ir :ASClA (I EACH SIDE) AT EACH END OF BEAM TO POST OR DOUBLE TOP { 542 9 ft. t'� ! OR M 2 X " RAI=TER°�S AND PL ATE BELOW w/ MAX. NAILING, ACCEPT AS NOTED. t q" -�14 , CL'ta.J3T8.(SEE FLR '. MATC 4 3. PROVIDE SIMPSON H2.5 TIES AT EACH RAFTER TO WALL EELOW. _..__...._.._..._.__... . .t' PLANS AND SECTIONS `;� EXIST. I 2 x 8 RAIL W/ I I/2" _..�.4 FOR SIZE AND SPACING) ; ,�' 4. ALL HANGERS SPECIFIED TO SE SIMPSON OR EQUIVALENT. 1 x 3/4" NAr1DGRIP IIPPRI tin).TRUSSES SIMPSON "W I"TIES • EACkI 318 TYPE K r RAFTER OR TRUSS. �� 2 X !RAFTERS SIMPSON "1425" TIES EACH `� GYP.80. �! .SIDING A3 NOTED 0 2 X 6 STUDS i 4 CLG.JSTB. (SEE FLR.PLANS VALLEY OR H{P. i • 16" 4.G. 4 SECTIONS FOR 1/2"G.wf3. - M SIZE 4 SPACING) Old 112"CDX PLYw'D. (3)2 x 12 STRINGERS X s1tJ1 • 16"O.c. CONTRACTOR TO VERIFY . R-21 iNStl1 2 x 4 STUDS • l6 Q.C. - w/R-21 INSUL. }.� J IS A �.�. DIMENSIONS N5ION AND / EXISTING CONDITIONS PRIOR TO CONSTRUCTION�` O� 2 EIAVE DETAIL C ION _ e OCT 03 WITTEN GENERAL NOTES REINFORCING STEEL 1.All reinforcing steel(rebar)shall conform to UBC 1903.5.3 Grade 60. �t)� PR 0419 1.VERIFICATION: The Contractor shall verify all dimensions with on-site 2. Continuous horizontal bars shall be lapped 2'-6"minimum, embedded 2'-6" ALLOWABLE V- N % '°2 conditions and drawings of others before commencing. into adjacent footings,and spliced around corners. -�-- -- - --� -- ntractors shall determine precise 3, Welded wire fabric shall conform to ASTM 185, and shall be chaired for 1.5 ����� r y'�r r�Ir%''�l�- ""'tT-""' I�'t`-`Tl'�"-'�1�-'-'`n BL{)CK ALL UNSUPPORTED HOEDOWN LOAD (Ib.�, for and his subcontractors I1 II I I ! -11` - EDGES (NOT REQUIRED �`' 54559PE p' 2. LOCATION. The Contractor P x-1"1 I I I �,.-- { • locations of structural elements such as holdown embedments, straps, beams, Inches cover to top of slab. II I I f '' I i 1 I 11 11 FOR GWB SHEARWALLS) and columns before construction begins. 4.All rebar shall be fabricated and placed in accordance with ACI Detailing SHEATHING P. I 1 1 1 II II Minimum Concrete Watl Thickness (# 1-7}: fi" 8" n/a �� '� • GO Manual 315. PANELS E� � `:E_�E�� -DE S ..:�R 11E._..� i(% d, ti Q take precendence over -74-- 5/8" FOR TYPE"D"AND"G" 518"O A36 THREADED ROD w/NUT embedded 10" into concrete 3610 9,2 g'�J 3. CONFLICTS: Notes and details on the drawings p the general notes and typical details in case of conflict. (SEE I i II I I SHEARWALLS, 3/8"ALL 0 foundation, offset to align with Simpson PHD2 on double stud at T. Fes' g �p 5. Cover to rebar from concrete surfaces shall be as follows except where SCHED.) OTHERS end of shearwall above. 4. SIMILAR WORK: Where details are not specifically shown,construction shown otherwise: I I II 1 the 1/2" 11 l I IEXPIRES: r2,-31-o5 shall follow typical details for similar conditions, subject to review by th o From bottom of footing 3 +or- 1/2 I I SHEATHING JOINT 2 ►• 518 O A36 THREADED ROD wi NUT embedded 10" into concrete 4685 architect or engineer. o From earth face of wall 1 1/2" +or- 114" f • foundation,offset to align with Simpson PHD5 on double stud at 5. SUBSTITUTIONS: Provide manufacturer's approved product evaluation o From open face of wail 1"+or- 114" .••• 1• SEE SCHEDULE end of shearwall above. reports(ICBO Reports)and a list of ail proposed substitutions to the engineer o Columns 1 1/2'to ties I FOR EDGE � 718"0 A36 THREADED ROD wl NUT embedded 15" into concrete 5860 for review and written approval before fabrication. I I \' 3 _ 6. SUBMITIONS: Shop drawings, including sealed calculations, shall be PREFABRICATED ROOF AND FLOOR TRUSSES I NAILING foundation, offset to align with Simpson PHD6 on double stud at 1. Trusses/joists shall be designed for dead loads, live loads as listed above, i I ,I end of shearwall above. IN CO tv submitted for the following items: r 0) u.. C including snowdrift if appropriate, and other concentrated loads from shear I STUD OR BLOCKING: 7/8"f3 A36 THREADED ROD w/NUT embedded 15" into concrete 6730 p +-3 oGlued-laminated wood members walls shown on the drawings. I i I SEE SCHEDULE FOR 4 ' LO CO 9 i (SEE foundation offset to align with Simpson PHD8 on double stud at Z LO N f0 o Prefabricated floor and roof joists/trusses BOTTOM PLATE I I I I 2. The manufacturer shall supply all blocking, stiffeners, bridging,etc., for a I I I I 1 I SIZE) end of shearwall above. M © �-• 7. EXCAVATIONS: Locate and protect underground or concealed conduit, complete structural system. ! I II i I ' plumbing or other utilities where new work is being performed. 7/8"O A36 THREADED ROD wI NUT embedded 17" into concrete 8325 '"`'' tr) C� 8. CONSTRUCTION LOADS: Materials shall be evenly distributed if placed GLUED-LAMINATED r.: , I l II I I .sir DOUBLE END STUDS OR foundation offset to align with Simpson HDQS on double stud at . 8 Y P GLUED LAMINATED MEMBERS r 11...._ 1. ._�1..-,_.J L.-... _1L...-.....JL_._I. -...._ll.=_... g p 4x STUD AS REQUIRED end of shearwall above. (I �- on framed floors or roofs. Loads shall not exceed the allowable loading for 1.All glued-laminated members shall be Douglas Fir 2400 Fb bending stress, - w~ BY HOEDOWN ® z... the supporting members and their connections. Combination 24-F-V4 for simple spans,24-F-V8 for cantilevers, DF/DF, 718"Q1 A36 THREADED ROD w/NUT embedded to 3"from bottom of 9540 tU 9. CONSTRUCTION METHODS AND PROJECT SAFETY: The contract Visually Graded Western Species as listed in 1991 NDS Tables 5A, 5B,and je ANCHOR B LTS, 10" LONG _ 6 .i2 M.t'� HOLDOWNS @ SEE SCHED. FOR SPAGING 2 2X STUDS concrete foundation (21"min.), offset to align with Simpson HD10A on s,,. us drawings and specifications represent the finished structure and do not 5C { SPACING) SILL PLATE 4x stud at end of shearwall above. 8" min. conc.wall#hickness tll ENDS OF WALL " (8" ) 2. Members called out as Micro-lams shall be documented by ICBO reports (SEE SCHED.) w/ NAILS @ 12"Q.C. indicate methods, procedures or sequence of construction. Take necessary (SEE HOLDOWN confirming design stresses Fb =2600 psi, Fv=285 psi and E= 1900000 psi. SEE PLANS FOR MiN. LENGTH { 1"F!A36 THREADED ROD wI NUT embedded to 3"from bottom of 13380 'C precautions to maintain and insure the integrity of the structure during 3. Members called out as Parallams shall be documented by ICBO reports SCHEDULE) / / concrete foundation 21" min. ,offset to align with Simpson HD14A Cn construction. The Contractor is responsible for adequate bracing of the confirming design stresses Fb=2900 psi, Fv=285 psi and E=200 00 psi SHEAR A on 6x stud at end of shearwall above. (8"mi . conc. wall thickness) C structure and parts thereof for wind, earthquake and construction forces untip WALL. DETAIL u-! all structural components are permanently connected. Neither the owner nor WOOD FRAMING 8 CMST14/10 from double stud or beam below to double stud at end 1710 Z ***SHEARWALL TYPES"D"AND "G' REQUIRE A MINIMUM OF ONE SINGLE 3" of shearwall above. .4,,., archrtect/engineer will enforce safety measures or regulations. Contractor 1.All framing lumber shall be western woods graded to Standard Western Q S shall design,construct and maintain all safety devices, including shoring, Lumber Grading Rules. NOMINAL(3X)STUD AT SHEATHING JOINTS PER UBC 23-11-11-1 NOTE 3. CMST14/15 from double stud or beam below to double stud at end 2750 Q.? rigging,scaffolding, formwork and bracing, and shall be solely responsible for 2. Use the following grades unless noted otherwise: DOUBLE 2X MEMBERS ARE NOT AN ACCEPTABLE SUBSTITUTE. `�=� of shearwall above. t3 conforming to all local, state and federal safety and health standards, laws o Studs DF/L No. 2 Fb=875 psi, Fc= 1300 psi in vc; and regulations. o Floor, roof joists DF/L No. 2 Fb=875 psi SHEARVVALL SCHEDULE - OREGON 10 CMST14/20 from double stud or beam below to double stud at end 3670 10. CODES: All work shall conform to U.B.C. 1997. o Beams 4x DF No. 2 Fb=875 psi of shearwall above. rt Ce LO to DESIGN LOADS 0 Beams fix DF No. 1 Fb= 1350 psi TYPE SHEATHING SIDE STUDS/ BOTTOM SiLL EDGE BOTTOM PLATE SILL PLATE LTP4 CAPACITY '13 r. BLCKG s PLATE PLATE NAILING NAILING ANCHOR BOLTS G (psf} 11 CMST14/25 from double stud or beam below to double stud at end 4590 o Posts 6x, 8x DF No. 1 Fc= 120 psi of shearwall above. tp 1. Wind: Structural drawings show plywood shear walls,and minimum plywood,ood " " "0 80 mph, Exposure B, using the Normal Force Method 3. g p� p�" � 1/2"CDX ONE 2x 2x 2x 8d @ 6" 16d @ 6" 5/8" @ 48" 24" 260 � CMST14130 from double stud or beam below to double stud at end 5510 03-12- � nailing,end holdown and anchor bolt requirements, if any. Nail exterior ® 1/2"CDX ONE 2x 2x 2x 8d @ 4" 16d @ 4" 5/8" @ 35" 20" 380 12 v -+-� 2. Seismic plywood walls 8d at 6 inches edges, 8d at 12 inches field, unless shown _ of shearwall above. (fl) i,,,0 Zone 3, Base Shear Factor: 0.164W(Ultimate, Factored), 0.117 otherwise. 0 1/2"CDX ONE 2x 2x 2x 8d @ 3" 16d @ 3" 5/8" @ 27" 16" 490 fi430 1- CMST14/35 from double stud or beam below to double stud at end .«.► (Working, Unfactored) 4. Nail roof sheathing 8d at 6 inches edges Including bird-blocking,8d at 12 CD 1/2"CDX ONE 3x 2x 2x 8d @ 2" 16d @ 2" 5/8" @ 21" 12" 640 13 of shearwall above. E inches field, and floor inches edges, 10d at 12 inches field 3. Dead, Live, &Snow Loading Criteria c , nd o sheathing 10d at 6 i ches edg , 0 1/2"CDX BOTH 2x 2x 2x 8d @ 4" SDS i x 3 @ 5" 5/8" @ 17" 10" 760 O a 0 40 psf floor live unless shown otherwise. " 7 " „ „ " C7 5. Nailing shall follow UBC Table 23-l1-B1 except as above or shown ® 1/2 CDX BOTH lac 2x 2x 8d ©3 SDS 4 x 3 @ 4" 5/8 @ 13 7 1/2 980 V O 012 psf floor dead g p � � 0 25 psf snow otherwise. Wall top plates shall be lapped 36 inches minimum and nailed Q 1/2"CDX BOTH 3x 2x 2x ' 8d @ 2" SDS i x 3©3" 5/8"© 10" 6" 1280 ..c cn 015 psf roof dead (6)-16d each side of the top plate joint. 0 112" GWB ONE 2x 2x 2x 15d GWB @ 7" 16d @ 6" 1/2"@ 3'-0" 24" 100/50 IL. r- 6. Simpson connector designations are used. Other connectors with !CBO 1/2" " 6" HOLDOWN SCHEDULE T-- >. equivalency may be used. Q 1/2 GWB ONE - 2x 2x 2x 5d GWB @ 4 16d @ 6 - 1/2" @ 3'-0" 24" 125/62 FOUNDATIONS 0 5/8"GWB ONE 2x 2x 2x 6d GWB @ 7" 16d @ 6" 1/2" @ 3'-0" 24" 115/57 1. Foundations are proportioned for a maximum bearing pressure of 1500 SPECIAL INSPECTION/INSPECTOR REQUIREMENTS(UBC 1701) 0 5/8"GWB ONE 2x 2x 2x 6d GWB @ 4" 16d @ 6" 1/2" @ 3'-O" 24" 145/72 PSF. REQUIREMENTS FOR SPECIAL INSPECTION: SCALE: VARIES - 2. Footings shall be constructed on undisturbed soil.Any overexcavation shall 1. SPECIAL INSPECTOR: Employed by the Owner(UBC 1701.1). be backfiiled with granular material compacted to 95%ASTM D-698 maximum 2. REPORTS: Submitted to the Building Official and Flensburg Engineering. 1. All exterior walls& roof shall be sheathed with 1/2"CDX or 7/16" OSB and nailed 8d @ 6"edges, 8d@ 12"field. DATE: 10-06-03 dry density. Base of footings shall be a minimum of 18 inches below finished All discrepancies shall be brought to the immediate attention of the contractor 2. 7/16"APA-Rated OSB Is an acceptable substitute for 1/2"CDX. REVISIONS: grade and a minimum of 12 inches below existing grade. for correction;then, if not corrected,to the building official and Flensburg 3. 1/2"f anchor bolts @ 3'-0" o.c. except as noted, Engineering (UBC 1701.3). 4. Foundation vents are acceptable "A", " " " " " " " " " " 3"3. Provide 1/2-inch diameter x 10 inches long anchor bolts for wails within 12 ptable under shearwall types A , B , C , H , I , J and K . Anchor bolts shall be placed 3 clear of foundation 1 inches of all corners and ends,and spaced at 72 inches maximum between, 3.The Special Inspection is to be continuous during the performance of the vents. Any two adjacent vents must have at lease 12" of concrete between. Anchor bolt spacing may vary, but scheduled average spacing must 4\.unless shown otherwise. work unless otherwise specified. be maintained. 4. CERTIFICATION: Inspector must be certified by the Building Official to 5. Foundation vents are not allowed under shearwall types"D", "E", "F"or"'G". 4. Provide 4 inches min. compacted sand or crushed rock sub-base under perform the types of inspections specified. �p slabs on grade. 6. Studs and blocking shall be specified size at all sheathing panel joints,others may be 2x studs and blocking. 5. Refer to shear wall drawings for special hold-downs, if any. These shall be SUMMARY OF STRUCTURAL CONTINUOUS AND PERIODIC SPECIAL 7. Panel joints on opposite sides of shearwall types"E" and "F" shall fall on different framing members. $ cast into the footings unless permission is obtained from the Engineer for INSPECTIONS drilled and epoxied systems. Note that this requires coordination with the The construction inspections listed are in addition to the Inspections required location of studs in the walls above. by UBC section 108. Special Inspection is not a substitute for inspection by 4 HOLDOWN SCHEUDLE the Building Official. Specially inspected work that is Installed or covered . CONCRETE without the approval of the Building Official and the Special Inspector is S1 1. Foundation and slab-on-grade concrete shall develop a minimum 28-day subject to removal or exposure. compressive strength Pc=2500 psi with 4%to 6%air entrainment if exposed. 1. RESPONSIBILITY: It is the responsibility of the General Contractor to 2.Concrete work shall conform to ACI Manual of Concrete Practice, 1993 Edition. LL Follow AC1306R-88 when pouring concrete in cold weather. inform the Special Inspector or Inspection Agency with adequate lead-time prior to performing any work that requires Special Inspection. F 2. SPECIAL INSPECTIONS: a. Epoxie filled anchor bolt holes `,i oV (fl .,V HOLDOWN SIMPSON No. OF SIMPSON SDS THREADED DRILL MIN. ROD (i} MARK MODEL# 1/4X3 WOOD SCREWS ROD BiT EMBEDMENT IN DRILL BLOW BRUSH BLOW HOLD- CMST14 ST RAP TIES MST STRAP TIE 16d DESIGN w 1-4 " CONCRETE DOWN _. ALTERNATIVE NAILS LOAD ..J MARK (20"MAX. GAP) EA. END n v)v) DESIGNATION CUT LENGTH �] 0 PHD2 10 5/8" 3/4" 10" I - +0 v) 0 Uf - .._.._, ... w 2 PHD5 14 5/8" 3/4" 10" 0 CMST14/10 GAP + 22" MST37 10 1710 1 _ Ce 7:3 91 (3 PHD6 18 718" 1" 15" ' • ° %; y , .. • °• • • • • • °• • • • . • CMST14/15 GAP+ 30" MST48 15 2750 V) �/' W . . • Q) __. - 10 CMST14/20 GAP +40" MST60 20 3670 PHD8 24 7/8" 1" 15" $ ° `' • ' ° Q /''� •0 7/8" 1" r� a • • a e • ° _ • • - . •• ` ° I 11 CMST14/25 GAP +48" MST60 25 4590 C3 Q} ce 0 HDQ8 20 718 1 17 °. °. _ • •' •' '° .• "4 . •• -d • f • 12 CMST14/30 GAP+ 54" MST72 30 5510 W E t DRILL CLEAN Q a ..J DBL. STUD OR 4X AT DRILL HOLE TO REMOVE DUST FROM HOLE WiTH OIL-FREE COMPRESSED AIR. ,, 13 CMST14/35 GAP +65" `- 35 6430 I END OF SHEAR WALL SPECIFIED DIAMETER CLEAN WiTH NYLON BRUSH AND BLOW OUT REMAINING DUST. �' - - < Cle SIMPSON AND DEPTH. NOTE: DUST LEFT IN HOLE CAN REDUCE THE EPDXY'S HOLDING ' f Q1 a) W 4"NU1N• Cn STRONG DRIVE 1/4X3 ,. CAPACITY. 4 F WOOD SCREWS NOTE: THIS PROCESS IS NORMALLY NOT ACCEPTED BY LOCAL BUILDING OFFICIALS UNLESS IT � g�t3 �"" '` PHD OR HDQ CU Q) HAS BEEN SPECIALLY INSPECTED. CONTACT OUR OFFICE OR A SPECIAL INSPECTION AGENCY HOEDOWN ,, DOUBLE OR _iM FOR INSPECTION AFTER THE HOLES HAVE BEEN DRILLED. "�"". 4X STUDS ►11 �.. c, '"'r"''' �� EPDXY INSERT ROD �, ABOVE, BELOW fT2 O O C LL ` 1' It ' • • END tU 4-0 z .. 0 = RETROFIT 5/8" 0 SIMPSON LENGTH -� _,,,] U• WEDGE-ALL ANCHORS 4"MIN. INTO r... ""'iii: 0. :41 I = EXISTING CONCRETE FOUNDATION. el '�,�; i, i °_ °_ x REFER TO SHEARWALL • • ; '.- I I ._.., ‘i '"� • . . °- • SPECIFICATION AND SCHEDULE FOR CUT Z W NN:‘) 'Mt ; i .iNg1 ---�'" . ° ° .= SPACING REQUIREMENTS. �� ! LENGTH \� y- - • 3 SrA:1 _ - • • GAP FULL .�` ll. { , t • . • BLOCKING .r °• ° ° I , ' '� ,l �<<, N1111 1 6„ . r f .. U S ill N1VIeC4. INSERT " F-rr .e A-36 NO �'i` LI FILL \ NAIL 16d @ 4 ACROSS THREADED OFF • TO ANCHORS MUST BE CLEAN AND OiL GAP L.' E DISPENSE BEAD OF EPDXY ROD THE SiDE TO CHECK FOR PROPER FREE. INSERT ANCHOR,TURNING • • \\12 --•----ii MIXTURE(A UNIFORM COLOR)BEFORE SLOWLY UNTIL THE ANCHOR • *20" MAX. GAP FOR MST #4 BAR USING. FILL HOLE HALFWAY. STARTING CONTACTS THE BOTTOM OF THE %O. , •I END STRAP TIE ALTERNATIVE 2 (MIN. SHOWN) FROM BOTTOM OF HOLE TO AVOID AIR HOLE. DO NOT DISTURB DURING SET LENGTH POCKETS.WITHDRAW NOZZLE AS TIME.A SMALL AMOUNT OF EPDXY PROVIDE MIN. 1" , •! CONCRETE ft=2500 psi HOLE FILLS UP. SHALL BE PUSHED OUT OF THE END DISTANCE • •1 I HOLE AS THE ROD IS INSERTED TO • .1 O, USE SIMPSON"SET'ADHESIVE. FOLLOW ENSURE THE HOLE IS FULL OF f 2' MANUFACTURER'S INSTALLATION INSTRUCTIONS. EPDXY. EQUAL NUMBER OF ( fl SPECIAL INSPECTION REQUIRED. SPECIFIED NAiLS ��,, tli IN EACH END - 0 Project No. 364 I / , RETROFIT PHD & HDQ HOLDOWNS ?4 HOLE PREP. FOR RETROFIT HOEDOWNS Alft, ANCHORBOLT RETROFIT • SHEARWALLS SMT STRAP TYPE HOLDOWNS S 1 'g IMF 51 XV �' <op PR press I '0 54559PE r- . FLOOR DIAPHRAGM �,� • fL� oar �,�, 8d 6" or SCHEDULED 'T Fula. AIII ,I,WV,,VIIV P �,� qi SHEARWALL NAILING TO H BOTTOM PLATE, TYPICAL @ LEXPIRES:'!/2 x 10 ANCHOR BOLTS @ �'�,-111-0-5 SHEARWALL SHEARWALL I ENTIRE PERIMETER. +! SCHEDULED SPACING. 'A' ,B, ` l'i ''t E ; I' wry.��rn..w�.I.�r�r�r 15/11111111A 1 I!I irk Yi ,), tY7 �� . 2X Q 2X 6" c, .«... Orl 2X TRIMMER , 8d 6 or SCHEDULED SHEARWALL NAILING TO MUD FLOOR DIAPHRAGM _, =�=1 i '° N III (DBL.}2X, 4X, Ø/ r���.-w_.y -_ -.--_. �� =- _.:._=-=--.==�� . co OR 6X END SILL, TYPICAL @ ENTIRE -�� � � ap O M E U Q t STUD(S)AS 00 PERIMETER. SHEATHING FROM ABOVE AND "' O V co REQUIRED. BELOW SHALL LAP ON LE"Q NOTE. FOR SHEARWALLS ,4 2X KlNG STUD :, IN BOTH DIRECTIONS / ��� FOR PHD&HDQ a n ,0 COMMON MEMBER (PLATE OR �, RIM JOIST). 0 OPTION 'A'AND OPTION 0 4X FOR HD10A d ''I JJ 'B'ARE IDENTICAL. �' 6X FOR HD14A ,i, .� £-% fo) ,F � OPTION'A' OPTION 'B' O G) t0 OR .�, ._ / i4iii,� OPENING cii7 410 .�n.�.�rr�.�►AIRWAI FAMIA Arri cam: W DIM. 'A' a'' o 8d a 6" or SCHEDULED �i 8d c��6" or SCHEDULED ct3 DBL 2X 4X 6X 112"x 10"ANCHOR BOLTS @ ' SHEARWALL NAILING TO ,1 SHEAR ALL NAILING +-'• END STUDS END STUD END STUD °'• • °4 : .4 • a . • A° , Q SCHEDULED SPACING. ! BOTTOM PLATE, TYPICAL @ '�' PLATES RIM JOIST, AND D 3/8" 4, �..i� 4I w PHD 4 318 - - . ENTIRE PERIMETER. , SHEATHING EDGES, TYPICAL 'C1 HDQ 4 1/4" - - __ _ ri'`'�..---•� ,,, .._, ._ - --— -_-_ ! @ ENTIRE PERIMETER. V) �-- HD10A - 5 9/16 2X KING STUD 4X KING STUD 6X KING STUD ,,. HD14A - - " 711/16 _ _ PHD 4 3/8 t0 DIM. 'B' HDQ 4 1/4„ - - HD10A 7 1/16” rn N 14 - - 9 3/16" L 8d @ 6" or SCHEDULED n 2 2 3/4" FOR 2X6 STUD WALL HD14A SHEARWALL NAILING TO MUD R3 co 1 3/4" FOR 2X4 STUD WALL SILL, TYPICAL @ ENTIRE .-- 1,, PERIMETER. N ( "� E <,-/ LI Z CU zi 4 8 ce) = 0 J NrCO CO 45 HOLDOWN 0 CORNER DETAIL 48 HOLDOWN gl.WALL DETAIL 63 SHEAR TRANSFER 0 FOUNDATION 90 SHEAR TRANSFER a UPPER FLOOR LL r-- TF3' S S S 16d 3 1/2"O.C. THRU CMST14 STRAP, � 8'-0" LONG STRAP AND SHEATHING INTO BLOCKING. SCALE: VARIES A FLOOR ------� SHEATHING DATE: 10-06-03 , ___ r,- �: �__. -w _ REVISIONS: 1 \il i\I A \\A\._ Li L ,\ ---• 4 X 4 BLOCKING �,,,.--- 16d @ 3 2"O.C. CMST14 STRAP, JOIST PER PLAN CONTINUOUS (EITHER I-JOISTS OR ___.,$ " SOLID SAWN) FLOOR SHEATHING 4 X 4 BLOCKING "THIS DETAIL SHALL BE CONSTRUCTED PRIOR TO WALLS ABOVE. LLI SECTION A—A (!) ›— 9. CMSTI4 COLLECTOR 1./) IRPF L.9 A35 @ SPECIFIED Z ' 16d, SEE SHEARWALL SCHEDULE --- SPACING, 24"AVG. MAX, ` ` "SILL PLATE NAILING"COLUMN TYPICAL©ENTIRE `\ 8d 6"O.C. or SPECIFIED ROOF PERIMETER. \ DIAPHRAGM NAILING,TYPICAL EXTRA 2X L.V.L PARALLEL TO GISTS ` ' »0 C� F- ENTIRE PERIMETER. ._ 0", n� _. _ A2.5© EA. RAFTER, . II -0 , . TRUSS, HIP, OR VALLEY, ��� ,�� - W TYPICAL ENTIRE ,,..►/ , < (� PERIMETER. p,,,r�..i� i 1 _.�.�.—�, Le ih' OPTION 1: 1, V 0 8d chi 6 or SCHEDULED 'C LL SHEARWALL NAILING, TYPICAL FLOOR JOIST LTP4, SEE SHEARWALL @ENTIRE PERIMETER, SHEARWALL ("I INTERIOR SHEARWALL - SCHEDULE ---_, RAFTER HANGERS PARALLEL TO "SILL PLATE NAILING" \� ' SEE SCHEDULE \ PER PLAN ., FLOOR JOISTS i C L.. d b cu tv pi pi INTERIOR SHEARWALL PARALLEL TO FLOOR JOISTS 4 IJ :12 a "' Alllik■ 14, '-,•,„ ti, ce :.; a} O I dl .. 01......'.......A,MINEMWA_................. .. RAFTERS PER ti, . 0 " r,,.• ll j P LAN Li.` 16d, SEE SHEARWALL SCHEDULE -- �'"�'�"'"= `, w t A \ F__ "SILL PLATE NAILING"COLUMN OPTION 2: i; %/% I 2X BLOCKING PERPENDICULAR TO 2X JOISTS or I ;, i L.V.L. BLOCKING PERPENDICULAR TO I-JOISTS LTP4 or A35 ON I, < - - 41.rsyma ...mmo 3 OPPOSITE SIDE-SEE I ,. i"— S SCHEDULE FOR SPACING 1 SOLID BLOCKING LIJ ` ;.. 0 r SHEARWALL ,� _ RIDGE BEAM PER PLAN Q g U t 60116044fr' ''''' ''''''''''''''''' 1.--I 1g FLOOR JOIST LTP4, SEE 16d @ 6"or SPECIFIED'BASE PLATE' IE SHEARWALL NAILING FOR SHEARWALLS, TYPICAL `"'� 2 INTERIOR SHEARWALL SCHEDULE @ ENTIRE PERIMETER. I PERPENDICULAR TO I I FLOOR JOISTS . OPTION 3: ' INTERIOR SHEARWALL CROSSING FLOOR JOISTS E El THESE DETAILS SHALL BE CONSTRUCTED AT ENTIRE PERIMETER OF STRUCTURE AT ALL LEVELS Project No. 364 93 SHEARWALL TO DIAPHRAGM CONNECTION SHEAR TRANSFER +a j CANTILEVER 147 SHEAR TRANSFER 0 EAVE 165 RIDGE DETAIL S 2 cq u S S S