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CUP2018-00003 CUP2O18 - 00003 MARY WOODWARD ELEMENTARY SCHOOL NOTICE OF TYPE I DECISION MINOR MODIFICATION TO EXISTING CONDITIONAL USE CUP2018-00003 MARY WOODWARD ELEMENTARY SCHOOL )41 T I CARD 120 DAYS = August 21, 2018 SECTION I. APPLICATION SUMMARY FILE NAME: Mary Woodward Elementary School CASE NO.: Minor Modification (MMD) CUP2018-00003 PROPOSAL: The applicant requests a minor modification to an existing conditional use for Mary Woodward Elementary School,located at 12325 SW Katherine Street. Specifically, the applicant proposes to install two (2) covered bicycle shelters,near the southern end of the existing on-site parking lot. APPLICANT: Mary Woodward Parent Support Organization Attn:Jennifer Vasicek 12325 SW Katherine Street Tigard,OR 97223 OWNER: Tigard-Tualatin School District Attn: David Moore 6960 SW Sandburg Street Tigard,OR 97223 LOCATION: 12325 SW Katherine Street;WCTM 1S134CC,Tax Lot 1700 ZONING DESIGNATION: R-4.5: Low-Density Residential Zone. The R-4.5 zone is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes are permitted conditionally. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.740.020.0 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in Section IV. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. CUP2018-00003 Mary Woodward 1?lementary School 1 SECTION III. BACKGROUND INFORMATION Site Information: The project is located at 12325 SW Katherine Street;north of SW Katherine Street, south of Summerlake Park,west of SW 121 St Avenue,and east of SW 128`h Avenue.The property is currently occupied by Mary Woodward Elementary School,and includes multiple school buildings,an on-site parking lot,recreational facilities, and associated landscaping. The site is zoned Low-Density Residential (R-4.5). SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS 18.740 Conditional Use: 18.740.020.0 Minor modification of approved or existing conditional use. 2. An application for a minor modification shall be processed through a Type I procedure, as provided in Section 18.710.050The approval authority shall approve or approve with conditions the minor modification application when all of the following are met: a. The proposed development is in compliance with all applicable requirements of this title; and The applicant requests a minor modification to an existing conditional use for Mary Woodward Elementary School,located at 12325 SW Katherine Street. Specifically, the applicant proposes to install two (2) covered bicycle shelters,near the southern end of the existing on-site parking lot. Each structure will be 384 square feet in size,and less than 15 feet in height. Staff reviewed the applicant's site plan and elevation drawings to confirm the proposal meets the dimensional requirements for residential accessory structures,including minimum setback requirements and maximum height. Furthermore, staff finds this project is in compliance with all other applicable requirements of this Title. This criterion is met. b. The modification is not a major modification as defined in subsection A of this section. The applicant is not proposing any of the changes outlined in TDC 18.740.020.B.2. Therefore, this proposal is not a major modification. This criterion is met. CONCLUSION: The proposal is a minor modification of an existing conditional use and is in compliance with the applicable requirements of this Title. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was provided to: X The applicant and owner Final Decision: A minor modification is a Type I procedure. As such, the Director's decision is final for purposes of appeal on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision is not appealable locally,and is the final decision of the City. CUP2018-00003 Mary Woodward Elementary School 2 THIS DECISION IS FINAL ON APRIL 23, 2018 AND BECOMES EFFECTIVE ON APRIL 24, 2018 Questions: If you have any questions,please contact Lina Smith at (503) 718-2438 or LinaCS@tigard-or.gov. L ) �-- ✓f April 23, 2018 APPROVED BY: Tina Smith CUP2018-00003 Mary Woodward Elementary School 3 )--d )-4 )-0 tit ,,ti- ?-,', ` . ,. • RECEIVED City o ffi'igard APR 18 2018 CITY OF TIGARD II ii CC) IMI NI I`�T DEVELOPMENT DEPARTMENT' � PLANNING/ENGINEERING TIGARD Minor Modification jpe I .„..::: Application PROPOSAL SUMMARY (Brief description) For this project we will APPLICANT'S STATEMENT be constructing two bike shelters to cover the school's existing bike REQUIRED SUBMITTAL racks. Each shelter will measure 384 square feet,for a total of 768 ELEMENTS square feet. Owner's Signature/Written �I Authorization f,LA T le Transfer Instrument or Deed L�'Site Plan large lar 2 plans drawn to scale ( - d one reduced to 8.5"x11'") Applicant's Statement/Narrative(2 A 2 copies)Address criteria in:TDC 18.780.040.8 Property address/location(s): 12125 SW KztherinP St_Tigird, (IP Filing Fee 97223 FOR STAFF USE ONLY - Tax map and tax lot #(s): 1S134CC-1700 Case No.: CUP Z O1?-00003 Site size: 768 sq ft Related CaseNo.(s): A Pplicant : M'fa r Woodward Elementary P50 Foundation 1ppli�:atio Fee: t4 Address: 12375 SW Katherine St Application accepted: City/state: _Tigard, ()1 Zip: 97723 By: Phone: 503-4-51-0516 Email: jen sirek(i sgmgil corn Date: Application determined complete: PROPERTY OWNER/DEED HOLDER(S)*a Same as Applicant i3v: Name: Tigard-Tualatin School District Li _. ...2._...374.0 a1' Date: Address: 6060 SWSandburg 1:\CoininunityDeveiopment\LandUseAppiicat€ons\02—Farmsand Templates\Land Use Applications Rev.12/14/2017 City/state: Tigira, UP Zip: 97223 _ *When the owner and the applicant are different people,the applicant must be the Contact name: David Moore purchaser of record or a lessee inpossession Phone number: (5Q3)41.1.911i6 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. The applicant's statement must include a summary of the proposed changes. Criteria in either I8.780.040 :) or I8.7-0.020(B) (2) must be addressed with a detailed response to each criterion. Failure to provide the information needed to process the application would be reason to consider an application incomplete and delay review of the proposal. In addition,the Director must find that the proposed change is in compliance with all applicable requirements of Title 18 of the Tigard Development Code.To complete this review, the Applicant's proposal must include a discussion indicating how the site expansion/change will continue to comply with the maximum setback,building height,parking,and landscaping standards. Other requirements of this title such as clear vision,solid waste storage,non-conforming situations, signs, and tree removal may also be applicable depending on the type and location of the proposed modifications. City ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 oft APPLICANTS T) 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. 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 required. i .,ilia I (.) .W)dl \filin �. 1 ( ! Applic, • signature Print name Date Dip C . Mc�� � ( i I8 4 ti,,,,. Owner's signature Print name Date Owner's signature Print name Date MARY WOODWARD .,,,,,,,,,.,,,,,,,,,,,.,,,,,,,,,,,,,,.,,,.,,,,,,.,.,,,,,,,,,,,.,,,,,,,,,,,,,,„1,1,1,1,1,1,1,1,,.,,1,I,1,1,1 ELEMENTARY 1 BIKE SHELTER u, ,. ?Ill 1. ., ,_ I 1, PROJECT 1, 1, -rte,....:. :-`-, At' 't rt -031`..--%o '' 1��� 111' --"\-3,-, %[r-1— �. 1 s. �� .1.' a '1, i is r' ` "v DESCRIPTION OF WORK u 1,,, „A'►`S, `.14 11♦' � II-Al �� T� ����►� INSTALLATION OF(2)NEW 12.-0” WIDE x 32'-0 COVERED BICYCLE SHELTER ABOVE(2)EXISTING BIKE RACK AND CONCRETE PADS PROJECT CONTACT: ENGINEER OF RECORD MARY WOODWARD PSO CROW ENGINEERING JENNIFER VASICEK 9925 SW NIMBUS AVE,STE 110 jen.vasicek@gmail.com BEAVERTON,OR CITY OIIF TIGARD. JOSEPH F.KURTH, PE Approvedb ISI nnin (503)860-0358 - � ii ii e` -23 111 111 , ill ,Il SHEET INDEX: II �� �n EO pRQr t t T1 TITLE SHEET �<� WE�FS,s/ r14-V % ,r - SP1 SITE PLAN w ��' . Si FOUNDATION PLAN �1g' Lr-II i�� n04 S2 ROOF FRAMING PLAN S3 TYPICAL ELEVATION ‘tiFA41: `lie" o S4 TYPICAL SECTION vbs,)48ER 13��`r S5 FOUNDATION DETAILS FPH F K° S6 ROOF FRAMING DETAILS EXPIRES:JUNE 30,2019 ROWI`� tl`�I"� STRU BIKE SHELTER t --.J- I STRUCTURAL MECHANICAL MARY WOODWARD ELEMENTARY :_ urr r, 9925 5W Nim6ua Aue.Suite 110 P306i213.2R1S rrr:>,tvort;`':F �s-:,.L.o._ �, ��,°R970097592 I `131RS):13.M17! 12325 SW KATHERINE ST, TIGARD, OR 97223 T1 i N SITE INFORMATION: SITE ADDRESS: w f E PARCEL NO. 12325 SW KATHERINE ST,TIGARD,OR 97223 MARY WOODWARD / 1S134CC-1700 ELEMENTARY SCHOOL L,,) LOTCOVERAGE 10.0 ACRES \ I c, NEW BUILDINGS NEW SHELTER STRUCTURES 384 SF EACH(768 SF TOTAL) (NO NEW IMPERVIOUS CREATED.SHELTERS ARE ABOVE k, a EXISTING A/C SURFACE) . COY gam BIKE SWELTER.1 COVERED DIKE SHELTER.2 (CONSTRUCTED NOW OR.A 41 -401111r POTENTIAL FUTURE PHASE) Er' ./., A/ • ± 41.7 • /--/o/ /•_:';',D'• ..." 2 /* 4I ./ 'o/ - • r^'s / • . ro- r•'3 , / L ,4 ....... ____ 5884027-E 77100' L_.4 -F---— e'--S---------T--- __ - 46, " •--5 e, --- ---- - -- t . LU -S ci EROSION CONTROL -c:2! ",!": LEGEND Zn -:), 1 • • • SILT FENCE THE EROSION CONTROL FEATURES REPRESENT THE MINIMUM FEATURES NECESSARY.JURISDICTION izicy ;•918•• ; I ' \ ,..., MAY REQUIRE ADDITIONAL FEATURES. -- ,‘ c:'''°). — SW KATHERINE ST 6 'tifsER N%' k _ _ \<?- _____ _ _ 1" =40 1 SITE PLAN EXPIRES:JUNE 30,2019 SO '-0" CROWI CIVIL STRUCTURAL BIKE SHELTER . g .._ mECHANICAL MARY WOODWARD ELEMENTARY S P1 rr,rc,nt,Cur,port Orgnniz.”-tion ::22::,;"pO;:gn° I f:SI=: 12325 SW KATHERINE ST, TIGARD, OR 97223 Crt"..jit101111N.COM, NOTE: NOTE: STRUCTURAL GENERAL NOTES DIMENSION ALL NEW FOOTINGS FROM CENTERLINE GRADE OF EXISTING SITE SLOPES OF EXISTING BIKE PARKING CONCRETE PAD TO EAST AND THE SOUTHEAST. GENERAL G C.TO DETERMINE GRADE 30'-0" 1. ALL CONSTRUCTION TO BE PER 2014 OREGON cl. STRUCTURAL SPECIALTY CODE. 7'-6" 7'-6" 7'-6" _ 7'-6" 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN-FIELD PRIOR TO COMMENCING CONSTRUCTION. � 3. CONTRACTOR SHALL PROVIDE ALL NECESSARY HSS 3.1/2 x 3.1/2 x 3/16 Oo- TEMPORARY SUPPORT PRIOR TO COMPLETION OF 1x 5.-0")POST WITH STUDS-(OS VERTICAL AND LATERAL LOAD SYSTEMS IF REQUIRED. --SEE DETAIL 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND METHODS. (9 TECHNIQUES.SEQUENCES AND PROCEDURES REQUIRED n 0 -- 0 TO PERFORM HIS WORK. /') TVR 5. DESS. ROOF SNOW 25 PSI(CODE MINIMUM) 0 EXISTING b. WIND 110 MPH,EXP B(3 SEC.GUST) CONCRETE PAD c. SEISMIC Sl•0.963,Ss•0.422, 1E, WITH BICYCLE RACKING TO Sds-0.716,Shc-0.444 ,nri —i, REMAIN R-1.5,SITE CLASS-D " r a • SITE WORK: -..7.._.4_4..._1.-7,_._ 1. SOIL DESIGN PRESSURE :.• ' In 4 ••4 f. - Alk T •-. 'f • • .°_ • ..° - • . • _ • , d• 2 • 1.1. BEARING PRESSURE-1500 PSF(CODE MIN.) ' • •a I ° e , •: ° a• x 1.2. ALLOW.PASSIVE PRESSURE=100 PCF o n } 2. NOTIFY THE ENGINEER OF UNUSUAL SOIL ® CONDITIONS. ALL LOOSE MATERIAL,ORGANIC v1 IILDRL AND CORE AND OTHER OBJECTIONABLE MATERIAL SHALL 24'DIA.x 2-9'HOLE BE REMOVED FROM EXCAVATIONS. CFOR FOUNDATION 0 1 ® ® 1 y, (10)PLACES,TYP. STRUCTURAL STEEL ,\ 1. ALL STRUCTURAL STEEL TO BE ASTM A500 GRADE B. Fy-46 ksi 2. ALL WORK TOBE DONE BY CERTIFIED SHOP.IF DONE IN CERTIFIED SHOP,NO SPECIAL Alk INSPECTION IS REQUIRED FOR THIS PROJECT. ® ASPHALT ASPHALT CONCRETE/FOUNDATION 1. MIN.STRENGTH OF CONCRETE-2,500 PSI E1FOUNDATION PLAN (NO SPECIAL INSPECTION REQUIRED) WOOD FRAMING Sl 1/4" =l'-0" 1. LUMBER GRADE SHALL BE AS FOLLOWS: 1.1. JOISTS/BEAMS PRESSURE TREATED DF"2 1.2. POSTS PRESSURE TREATED DF#2 % ..3-.) PRgct, 4,4,'N ac / 918•• • BIKE SHELTER -• '=°• t CROW STRUCTURAL Pi._._,. - _ k.-'1!" ftEi/ILi- . -RING I MECHANICAL MARY WOODWARD ELEMENTARY —6:51.8ER .,3��S t __ _ 9925 SW Nan,"Aro A•+1.110 P MS1213.2011 H F•K • 1r�..�o°°o�7s� I 1603,21s-20141 12325 SW KATHERINE ST, TIGARD, OR 97223 S1 EXPIRES:JUNE 30,2019 BILL OF MATERIALS(PEP EA.SHELTER) 31'-6" DRAWING - ITEM• QUANT. DESCRIPTION REF. 9" 7'-6" 7.-6" 7.-6" 7'-6" 9" B1 4 D.T.4x8 x 16'-0"(CUT ENDS) 1/S6 B2 16 P.T.2x8 x 11'.0'(CUT ENDS) B3 6 P.T.2x6 x T-3' 4191 B4 6 D.T.2x6 x 6'-61/2' Ali — SPLICE TYP-191 (2)2x6(Cl) Cl 20 P.T.2x6 X 10'•0'(CUT TOP IN FIELD) TYPICAL(S)PLACES THIS SIDE C2 10 P.T.4x4 x 8-0'(CUT TOP IN FIELD) 4z8(B1) 1 \\F 4x8(61) 4x4(C2)BELOW BEAM TYPICAL(5)PLACES FPl 10 HSS 3-1/2 x3-1/2 x 3/16 x 5'-O" 1/55 '-. - -' ' '' -M AI:- THIS SIDE (GALVANIZED) i� L` r/ Fl 40 3/4 DIA.x 7-1/2 LONG GALVANIZED 2/65 IN SEE DTL 4/S6 FOR TRANS A307 HEX BOLT 2x6(63) 2: 1 2/R6(64 2x6(63) BEAM STITCHING.TVD. 1 r 1 rx F2 40 3/4"GALV.NUT 2/55 x a n V F3 80 2'DIA.GALV.CUT WASHER 1/65 6. . 83 M r - lV b F4 20 5/8 DIA.x 7-1/2 LONG GALVANIZED w '� A307 HEX BOLT 2x6(83) 2:6 1 266(IA 2x6 inJ :6.1 F5 24 5/8'GALV.NUT VI 4 26 GA.STANDING SEAM o x g 1 METAL ROOFING(RI) c i b --CLIP ATTACHMENT F6 48 2'DIA.GALV.CUT WASHER o ''' (R2)PER ROOF • SIMPSON LB26 GALV.(ZMAX) J` 2x616.k) 2x6(84) A 2x6(64) 2x6 84) MANUFACTURER F7 24 HANGERS _ LB28 HANGERS SIMPSON CJT3 CONCEALED JOIST C ,, �� (1 7),TYP. F8 16 TIES W/(2.3/4-JOINT PINS) 4/S6 N / , I ,:- ! : :,— \, X , , , 14x4(C2)BELOW BEAM TYPICAL(5) AS REQ'D, 4/S6,1/55. i F9 MIN.376 SIMPSON SDS25212,TYP 316 S.S. )/S3.1/S4 4x8(81) , 4x8(61) THIS SIDE a --', C 110 80 4'LONG FULL THREAD SCREWS 1/55 el TYP. NW SPLICE (2)2x6(Cl) - TYPICAL(5)PLACES R1 378 SF 26 G4 STANDING SEAM ROOFING THIS SIDE 41) STANDING SEAM ROOF R2 AS REVD ATTACHMENTS PER ROOFING MANUFACTURER 1 ROOF FRAMING PLAN S2 1/4" =l'-0" to PRctte, (.., /00NE4,4,..,% %1/4, ./ .918'/ at;°'gin' CROW BIKE SHELTER FyBER \3, . & i . . STRUCTURAL MARY WOODWARD ELEMENTARY S€pH F.')• tNGINEERin'. MECHANICAL P;rent rapport OrFanizai.on "P'".,o:-,a"° I s,�cr : 12325 SW KATHERINE ST, T I GA R D, OR 97223 EXPIRES:JUNE 30,2019 2 26 GA.STANDING SEAM METAL ROOFING --CLIP ATTACHMENT PER ROOF MANUFACTURER Alk 411 Ark 41lI 1111111111 II II 1111111111 II II 0111 II Il ly{�1111111 II 1111 1111111111 rill II 1 II Iq 11111111111111111111111111II gIII III 1IJI II II II II II II II Jill II Er iii • . 4x4(C2)IN BETWEEN EACH 2.6.FASTEN WITH SDS SCREWS(F9)AT 6'O.C. STAGGERED(MAX 1-1/4" cAk FROM EDGE OF 4.4) ' os • ® 3'FROM EDGE Q I N 1 N H H H i • kbp m -\ .p 1�U ....rp„I:7.- ��Q• ♦.rA• �\- 1 ,'_'� s..r;^�\\=1` r ,....3 � 1`�, I'l\-4. ,..-1- 1 V ' I--- ,.:"-ri • •_ I...--:: ...,\ W-\ - ._-7\\ -\C\--Z‘ -- 3 1 V C 0 '4 F RDFS ELEVATION - LONGNITUDINAL ��`� uvEF��� `A O TF'18ER 13'� I- •S, c Ff°H F.Kv EXPIRES:JUNE 30,2019 CROW CIVIL BIKE SHELTER I STRUCTURAL MARY WOODWARD ELEMENTARY 04 ENGIN +�I N G MECHANICAL7� 7-74,0%"t":"-g01,1".7"° =IT,: J r,r�,tW1 Uartc � I f303ffl34018 12325 SW KATHERINE ST, TIGARD, OR 97223 Z M La 4 L' G w m N m m O 1.4: 26 GA.STANDING SEAM ' c,o METAL ROOFING(R1) m m -CLIP ATTACHMENT(R2) 4.1> o PER ROOF MANUFACTURER -'--�\ 1/2 12 11 j \ \ V EXISTING BIKE RACK t TO REMAIN IN PLACE =\ \ /// � 4x4 PT POST(C2) SEE 1/S5 c o 2x6 POST(C1)EACH SIDE OF 4x4 3 HSS EMBED FOR POST is-a' r SEE 1/S5 Z x w a a '� CONCRETE EMBED DETAIL SEE 1/S5 _ ...i.v......„ E \ 09 1 ELEVATION -TRANSVERSE v��. INE44s�v S4 1/4" =1'-O" %918•/ ,0 0 s • lF'y8 E R 1'�' ' FP H F.K`1 EXPIRES:JUNE 30,2019 CROW ""'L BIKE SHELTER I STRUCTURAL aplIW- NGINEERING MECHANICAL MARY WOODWARD ELEMENTARY .r.nt ;z ,;ort,C-F 7,5...7.=,'7,,,t.,="° 1 °==;z: 12325 SW KATHERINE ST, TIGARD, OR 97223 S4 Z'= PT 2x6(C1) II- HSS 3-1/2 x 3-1/2 BELOW.4x4 ABOVE(C2) C PT 2x6(C1) SECTION'A-A' EO EQ PT_Lin 4x4(C2)ABOVE HSS STUB © POST ® IPL 3/16 CAP PT 4x4(C2)ABOVE HSS STUB :11...._________________________----- POST i `h (4)3/4'DIA.GALVANIZED PT 2x6(C1) PT 2x6(Cl) , A307 THRU BOLTS(11)&NUT ;o = le (F2)WITH 2'DIA.CUT WASHERS EACH SIDE(13) CONNECTION OF 2x --SEE DETAIL 2/S5 TO 4x PER ELEVATIONS S3&54 n N . A 4"LONG FULL THREAD SCREWS (F101 ABOVE AND BELOW EACH `x, 114.____.------- - BOLT ON EACH 2x MIN.,TYPICAL , AT EACH POST(FOR SPLITTING (o PREVENTION) /��j���� // _ DRILL THRU TUBE AND PLACE ✓ liii ' 3/4'DIA.THRU BOLT TI-IRU 2x 1 o / // EACH SIDE '111111_11 d C A 1,111,,111; ,.1�1-_ a a /X111/, PROVIDE THRU BOLT WITH �I�l�t,' 111/ 1 —_ 1II :i =� — NON-THREAD SECTION AT TUBE 11AC FACE 1HSS3.1/23.1/23/165-O'(FP1) PROVIDE WASHER AND NUTS !X1\ x a �I --GALVANIZE AFTER ALL HOLESTHAT WILL FIT WITH l 1�� HAVE BEEN DRILLED GALVANIZATION ON BOLT i ,1 - 19® I --�1 a e1HSS3-1/2 X3-1/2 X 3/16X 5-O'(FP1) 1 --GALVANIZE AFTER ALL HOLES HAVE BEEN DRILLED 11��1�1 �►��11 - 1/2'DIA.-3"LONG NELSON 1 -11 CONCRETE HEADED ANCHORS(OR ______\____-\ ,�1 ,,1_ 1i SIMILAR) ,``(,��p pR�.S 1\ _ \I (8 PLACES-2 PER FACE) V� E4,F f/ 2 O" OPEN END FOR GALVANIZING QC "918'" er C%-* 1 POST/FOUNDATION DETAIL BOLT THRU HSS CONNECTION S5 3/4., =I-0" 3" =1'-0 v' ,,,,, ER ''��°�� 'PH F. -" EXPIRES:JUNE 30,2019 �-CROW BIKE SHELTER � STRUCTURAL MARY WOODWARD ELEMENTARY9925 SW R°`-y ENGIN -UNG MECHANICAL P,nrent Support Orgr:nizi:ti.on b9�B'7592t.�1° I p;�)2132018 12325 SW KATHERINE ST, T I GA R D, OR 97223 S 5 2 3/4" CUT 2x6 POSTS AFTER BEAM HAS 26 GA.METAL ROOFING SIMPSON CJT3 CONCEALED BEEN INSTALLED AND LEVEL SEE PLAN JOIST TIES W/(2.3/4'JOINT PINS) (2)PT 2x8 (2)5/8 DIA.X 7-1/2 LONG CUT ENDS OF 2x8s TO INSERT GALVANIZED A307 HEX BOLT(F4)& PT 2x6hi '41141FLANGE OF CONCEALED �' NUT(F5)WITH 2"DIA.CUT WASHERS ��� CONNECTION I"'ll,l'I,''" EACH SIDE(F6) jai . giii N l'. M il'1 G :�1P iii. ill ill �j4�.2 2A\�\\\\� �r (2)PT 2x8 TRANS BEAM )11 F(2A)DT 2x8 TRANS BEAM �� 1 • FASTENED WITH SIMPSON CJT3 FASTENED WITH SIMDSON CJT3 PT 4x8 I PT 4.8 • CONCEALED JOIST TIES W/ CONCEALED JOIST TIES W/ PT 4x8 wss PT(2)2x8 I (2-3/4'JOINT PINS) PT 4x4 (2-3/4'JOINT PINS) PT 2x6 I CUT ENDS OF 2x8s TO INSERT CUT ENDS OF 2x8s TO INSERT PT 4x4 EACH SIDE FLANGE OF CONCEALED FLANGE OF CONCEALED BELOW4x8 NOTCHED AT SPLICE PT 4x4 CONNECTION PT 2x6 CONNECTION 6" fi" CUT AT MIDDEPTH OF 4.8 PT 2x6 EACH SIDE 2 COLUMN TO LONG.BEAM 3 TRANS.BEAM TO LONG.BEAM PLAN 56 3/4"■1'-0" 56 3/4"-1'-O" CUT 2x6 POSTS AFTER BEAM HAS ___ BEEN INSTALLED AND LEVEL ll I �' �'- (2)518DIA,X7-112LONG I lr 1 1 1 1 ,`l H I 7 ,,/�� \\ GALVANIZED A307 HEX BOLT(F4) ` �I &NUT(F5)WITH 2'DIA.CUT 1 '1I'I�I�',I'I WASHERS EACH SIDE(F6) PLANSTITCH 2x5 TOGETHER WITH i N (2)ROWS OF SDS 25212(F9) @ 24'O.C.AFTER MEMBER IS — c, ATTACHED AT EACH ENO () xNS BEAM ��t•11'I 00 iI'�j� 10'-10 3/4" +11`' +1 FASTENED WITH SIMPSON CJT3 iv —ia - +�— 5/16" I CONCEALED JOIST TIES W/ �. I (2-3/4'JOINT PINS) CUT ENDS OF 2x8s TO INSERT PT 4x8 111 • -'Vl • • • • "I FLANGE OF CONCEALED `1CONNECTION PT(2)2x8 1--...'J • • L' PT(2)2x6 SECTION 5/16"- 9 SE UENCE OF TRANS BEAM INSTALLATION (�Q��'O PT 4x4 1. INSTALL CTJ3 CLIP ON 4x8 MAIN BEAMS 4. DRILL MARKED LOCATION ON ONE SIDE AND MATCH ,cc :s 2. LIFT(1)2x8 TRANS BEAM AND MARK LOCATION OF HOLE FOR SISTERED 2x8(DIA.PER MFG.) tINE�j I. REQUIRED DOWEL FROM CT3s ON TRANS BEAM @ EA.END 5. PLACE NEW 2x8s EACH SIDE OF CT3 CLIP AND INSTALL 4,4 V SECTION 3. MARK LOCATION OF CTJ FLANGE AND NOTCH FOR CT3 DOWELS ,918./ FOR PLACEMENT BETWEEN CT3 CLIP. 6. STITCH 2x'S TOGETHER 1 COLUMN TO LONG.BEAM @ SPLICE eh TRANS.BEAM(B2)CONSTRUCTIONVi'-•i';'4' S6 3/4"=1'-O" S6 3/4"■1'-0" •ArFMB ti�'c� S ER ' H F.KJ EXPIRES:JUNE 30,2019 CROWCIVIL BIKE SHELTER I STRUCTURAL MARY WOODWARD ELEMENTARY ENGINEERING MECHANICAL P,^rentCarport Cr µ ""° I °'°"" O' 12325 SW KATHERINE ST, TIGARD, OR 97223 S6 erowwnM•wnn}em 11 r 1I' __�; SITE INFORMATION: SITE ADDRESS: 12325 SW KATHERINE ST,TIGARD,OR 97223 I i MARY WOODWARD ( ___ , _ C 11 X11/ \% E PARCEL NO. 1S134CC 1700 —_—L— ELEMENTARY SCHOOL I I " LOT COVERAGE 10.0 ACRES 11 1 I ti II 1 I , NEW BUILDINGS NEW SHELTER STRUCTURES 11 I � / 384 SF EACH (768 SF TOTAL) 1 , II (NO NEW IMPERVIOUS CREATED. SHELTERS ARE ABOVE II ; N EXISTING A/C SURFACE) COVERED BIKE SHELTER r1 II `LO `'f#4 ii COVERED BIKE SHELTER r2 (CONSTRUCTED NOW OR A5 A � , W r __ POTENTIAL FUTURE PHASE) I ir) • A, I , o 41,e e O ± 41.7' *' ,• *' % , 2 /. 1,,..- 7,iv / --1 I • ri S r/ • \ II I — -- r C Cr' " ' ' li — ------ — srresc �c ___/ -0' � ;ITY OF TIGARD -1-1 , approved b PI nning �4, �, / date: S88°40'27"E 711.00' c ,,3 I C 4 1 --';2 L ,,> , , , ( I 1 jl c') I II Cil �I EROSION CONTROL K a 4, 11 LEGEND I p P R ql^ I � F O^; ❑ ❑ a ❑ ❑ SILT FENCE �<c, SJ, O I 1 THE EROSION CONTROL FEATURES REPRESENT THE (.� GINE�4 \ MINIMUM FEATURES NECESSARY.JURISDICTION %918•' T'-- - I II i;11 Ss MAY REQUIRE ADDITIONAL FEATURES. — — - -----___--____----_I ,, Vo tO _ _ .s, FMBER 13 r\, � 1 SITE PLAN H F . EXPIRES: JUNE 30, 2019 SO r = 40'-O" CIVIL STRUCURAL BIKE SHELTER 0, : . IG9GIMECH;NHCALCROW MARY WOODWARD ELEMENTARY PP Organization9925 5W Nimbus Ave. Suite 110 I f(503) 213-2013 12325 S W KATHERINE S T TIGARD O R 97223 Parent Support Beaverton.OR 97008-7552 f 15031213.2018 crowengineering.com f City of Tigard --'14COMMUNITY DEVELOPMENT DEPARTMENT UPI G � t Minor Modification - Type I Application ''/HX61k..705..,S .......9,/era. ..®.k/.%v/,.....V.V.i/La2kYrC�OXY/l/.Y4.e%6' APPLICANT'S STATEMENT/NARRATIVE For this project we will be constructing two bike shelters to cover the school's existing bike racks. Each shelter will measure 384 square feet, for a total of 768 square feet. The proposed development is in compliance with all applicable requirements of this title. 1. Dimensional requirements: a. On sites containing less than 2.5 acres, an accessory structure may not exceed 528 square feet. On sites 2.5 acres or larger, an accessory structure may not exceed 1,000 square feet; TOTAL STRUCTURE SQUARE FOOTAGE IS 768 SQUARE FEET b. An accessory structure may not exceed 15 feet in height; STRUCTURE DOES NOT EXCEED 15 FEET IN HEIGHT c. In no case shall the primary structure and accessory structure(s) exceed the maximum lot coverage allowed in the base zone; DOES NOT APPLY d. An accessory structure may not be located within the front yard setback; DOES NOT APPLY e. An accessory structure must maintain a minimum side, including street side, and rear yard setback of 5 feet. STRUCTURE MEETS MINIMUM 5-FOOT SETBACKS FOR SIDE AND REAR YARDS 2. Non-dimensional requirements: a. No accessory structure shall encroach upon or interfere with the use of any adjoining property or public right-of-way including but not limited to streets, alleys and public and private easements; DOES NOT APPLY b. An accessory structure shall comply with all of the requirements of the state building code; STRUCTURE COMPLIES WITH STATE BUILDING CODE c. An accessory structure that is nonconforming is subject to the provisions of Chapter 18.50, Nonconforming Circumstances, when an alternation, expansion, or reconstruction is requested; DOES NOT APPLY d. The erection of television receiving dishes on the roof of a structure is not permitted in any residential zone. DOES NOT APPLY The modification is not a major modification as defined in Subsection 18.740.020.A. a. A change in land use; NOT APPLICABLE b. A 10 percent increase in dwelling unit density; NOT APPLICABLE c. A change in the type or location of access ways and parking areas where off-site traffic would be affected; NOT APPLICABLE d. An increase in the floor area proposed for nonresidential use by more than 10 percent where previously specified; NOT APPLICABLE e. A reduction of more than 10 percent of the area reserved for common open space or usable open space; NOT APPLICABLE f. A reduction of specified setback requirements by more than 20 percent; NOT APPLICABLE g. An elimination of project amenities by more than 10 percent where previously specified provided such as: NOT APPLICABLE i. Recreational facilities, NOT APPLICABLE ii. Screening, or NOT APPLICABLE iii. Landscaping provisions. NOT APPLICABLE