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Permit
CITY OF TIGARD BUILDING PERMIT . COMMUNITY DEVELOPMENT Permit #: BUP2010 -00148 Date Issued: 07/09/2010 !GARD, 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Parcel: 1 S134BC00403 Jurisdiction: Tigard Site address: 12505 SW NORTH DAKOTA ST 116 Subdivision: Lot: 0 Project: Meadow Creek Apartments Project Description: Replace stairs Owner: FEES BEL -EQR III LIMITED PARTNERSHIP Description Date Amount BY EQR -REAL ESTATE DEPT, PO BOX 87407 Permit Fee - Additions, Alterations, 06/29/2010 $819.81 CHICAGO, IL 60680 Demolition PHONE: 12% State Surcharge - Building 06/29/2010 $98.38 Plan Review 06/29/2010 $532.88 Contractor: OLD WORLD CONSTRUCTION LLC 27013 PACIFIC AVE S #363 DES MOINES, WA 98198 PHONE: 206 - 898 -2688 FAX: 206 - 260 -8826 Specifics: Type of Use: MF Class of Work: OTR Dwelling Units: 0 Stories: 2 Height: 0 ft Bedrooms: 0 Bathrooms: 0 Value: $62,000 Floor Areas: Total Area: 0 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $1,451.07 Required: Required Items and Reports (Conditions) Fire Sprinkler: Parapet: Fire Alarm: Protected Corridors: Smoke Detectors: Manual Pull Stations: Accessible Parking: 0 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit wit expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules ad.. - • b the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952- 001 -0100. You m. . • r a cop•r •f the • • - ions o OUNC by calling 503.246.6699 or 1.800.332.2344. Issued B Permittee Signature: — �_ ► - ∎ igO 9.4175 by 7:00 a.m. for an inspection that business day. This permit ca • shall be kept in a conspicuous place on the job site until completion of the project Approved plans are required on the Job site at the time of each inspection. \Building Permit Annlicati CEIVED c..01 Commercial. I Oi I Ic i..iJtii: O\I 1 - 9 2010 ; . I Q 114 JUN 2 L I City of Tigard Re eiv L a29 / 0 .'r.1 Permit No.: 1 t E lo`tD10 --• 40/ e 0 1 3125 SW Hall Blvd., Tigard, OR Plan Revie ► � © 0 } ® Phone: 503.639.4171 Fax: 503. � 6OF TIGARD Date/B : �`at Other Permit: r I ; i, K i�, Inspection Line: 503.639.4175 BUILDING DIVISION Date Rea�y :y: Juris. ® See Page 2 for `• -i. Internet: www.tigard or.gov Notified/Method: i A. A Supplemental Information C*) C VA- (AA - is), bt lc. TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING ❑ New construction ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all jg Addition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the ' CATEGORY OF CONSTRUCTION ' work indicated on this application. 1:1 1- and 2- family dwelling Valuation: $ ❑ Commercial /industrial ❑ Accessory building 51 Multi- family Number of bedrooms: ❑ Master builder 1:1 Other: Number of bathrooms: JOB•` SITE INFORMATION AND LOCATION • Total number of floors: Job site address: 1250 1■Io10- New dwelling area: square feet City /State /ZIP: 1 iO4 /)) ©‹ q - 7 2-2- 3 Garage /carport area: square feet Suite/bldg. /apt. no.: Project name:5rA i Q IQ E901C I Covered porch area: square feet Cross street/directions to job site: r ; 114 51 q 1 f (� L1(Y (, L,t Le 16 , Deck area: square feet Ll logy I t 1 ?I 6 • 71 4 i 1 l - ` / //a i / 3 i'/ vo /A'/2 / / `� ?y /4 Other structure area: square feet ((,1 2 , lb/4( / 7 4 1 1119%1 l q '(l REQUIRED DATA: COMMERCIAL -USE CHECKLIST ubdivision: Lot no.: Permit fees* are based on the value of the work performed. ax map /parcel no.: / Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK: work indicated on this application. 1R C aC�(,L.� & EEL A,43 (t2is3cgETF tN �( Valuation: $ 6 2 C7 Q Existing building area: square feet 5TH lAS , -.S ch.\ P Ni c.\ &24 CLar.ic-eithe- Avea A c New building area: square feet 0 PROPERTY. OWNER "I . ❑ TENANT ' Number of stories: Name: goo I N RE S T Da\fr A L Type of construction: Address: Occupancy groups: City /State /ZIP: Existing: Phone: ( ) Fax: ( ) New: V APPLICANT ❑ CONTACT PERSON : . , ,NOTIC• - Business name: 0 it) abQ L. CG ,(STc2 tf:.17 OP All contractors and subcontractors are required to be Contact name: M tC NN El._ 5112.6 licensed with the Oregon Construction Contractors Board y� under ORS 701 and may be required to be licensed in the ‘ ,2-101- ' Address: I0i3 C"/1c t,ic 1 `` , + s .3 ? jurisdiction in which work is being performed. If the City/State/ZIP: applicant is exempt from licensing, the following reasons Cit y Des Ntn t ..i1 ( 1 4 (9 �j a ppl y: Phone: (20( $` 3- 2i, �� I Fax: : (Zo b) 26 O _ g $ Z E -mail: )/1 ' KE em O co Lm4LO t ?% 7 - .' • • - . Business name: 0(....k. - (AO k © < r L.S1 U1' O BUILDING PERMIT FEES *. ' . Address: c2 PA( ITIC ry�S 103 (Pkaserejerlo/eeschedu[e) City /State /ZIP: S (A - s L,_IR 1.2 19 R Structural plan review fee (or deposit): FLS plan review fee (if applicable): Phone: (2.CaLp) co6 d _2f,, gg F ax: (ZA0) 2 —1% ZC„, CCB lic.: 1 `1 q (c eet t - !t Total fees due upon application: Amount received: , L2 > / *0 7 Authorized signature: 1� This permit application expires if a perm is not obtained Midi � �' L6 M within 180 d after it has been accepted as complete. Nt Print name: h Date: (3 /2 )331 * Fee methodology set by Tri- County Building Industry ■ Service Board. 9 I:\BuildingTetmits\BUP -COM PermitApp.doc 10/01/09 440- 4613T(11/02/COM/WEB) Building Division Accessibility: Barrier Removal Improvement Plan iTIGARD REQUIREMENT: OREGON REVISED STATUTE (ORS) 447.241. (1) Every project for renovation, alteration or modification to affected buildings and related facilities shall be made to insure that the path of travel to the altered area and the restroom, telephones and drinking fountains are readily accessible to individuals with disabilities unless such alterations are disproportionate to the overall alterations in terms of cost and scope. (2) Alterations made to the path of travel to an altered area may be deemed disproportionate to the overall alteration when the cost exceeds twenty-five per -cent (25 %). VALUATION: Total of all renovation, alteration or modification being done, excluding painting and wallpapering: [1] $ / 2, 0700 MULTIPLIER (25% barrier removal requirement): x .25 TOTAL BUDGET FOR BARRIER REMOVAL: [2] $ 5 ELEMENTS: In choosing which accessible elements to provide under this section, priority shall be given to those elements that will provide the greatest access. Elements shall be provided in the following order: (a) Parking $ (b) An accessible entrance: $ (c) An accessible route to the altered area: $ (d) At Least one accessible restroom for each sex or a single unisex restroom: $ (e) Accessible telephones: $ (f) Accessible drinking fountains: and, $ (g) When possible, additional accessible elements such as storage and alarms: $ TOTAL (shall equal line [2] of Valuation Computation): $ I: \Building \Permits \BUP -COM PermitApp.doc 06/25/08 Building Division Plan Submittal Requirements 1I G A R n Commercial & Multi- Family - New, Additions or Alterations 1. SITE PLAN (fully dimensional, drawn to scale) labeled with: A. El map & tax lot # ❑ project name ❑ site address ❑ suite number ❑ zoning ❑ applicant name ❑ phone number B. North arrow. C. Scale (architectural or engineering only). D. Street names. E. Setbacks. F. Parking, including disabled access. G. Finished floor elevations. 2. EROSION CONTROL PLANS AND DETAILS. 3. BUILDING PLANS: See the "Plan Submittal Requirement Matrix" for the number of plans required based on submittal type (no redlines or tape -ons accepted). All details listed below shall be incorporated into the plans: A. Scale (architectural or engineering only). B. Foundation plan. C. Floor plan(s). D. Cross sections. E. Reflective ceiling plan. F. Seismic bracing detail for suspended ceiling. G. Roof plan. H. Exterior elevations. I. Structural calculations, plans, details and specifications. J. Accessibility barrier removal worksheet. K. Deposit - based on valuation of project. 4. EXTRA SET OF THE FOLLOWING: A. Two (2) copies of site plan to include vicinity map. B. One (1) copy of erosion control plan with details. C. Fire Department Building Survey, and full set of architecture drawings. I: \Building \Permits \BUP -COM PexmitApp.doc 06/25/08 Building Division Plan Submittal Requirement Matrix .r l iJ n it D, Commercial & Multi- Family - New, Additions or Alterations Type of Submittal # of Plans (Includes new, additions and alterations) •Required at Submittal Demolition Permit 2 (site plan required showing location and square footage of all buildings to be demolished) Site Work 2 (must include location of all accessible parking) Plumbing (site utilities) 2 Building 2 Fire Protection System 2 Mechanical 2 Plumbing (building fixtures) 2 Electrical 2 Plan review is dependent upon submittal of a completed application and plans. After plan review approval, the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (for contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue) I: \Building \Permits \BUP -COM PermitApp.doc 06/25/08 _ __, JUCUiTL ._, „ t I ii, ; C'' , —,.. __..., c 9 1 ,,,. Er ',, .;_z:. , 1N 1 ' CIF V RAIIN :, 5•i v June 18, 2010 Old World Construction Attn: Mike Strom 27013 Pacific Hwy S Des Moines, WA 98198 Subject: Stair Design for 12505 SW North Dakota ST, Tigard, OR 97223-3284 SDA Job No. 6407 Dear Mike, At your request, this office reviewed the subject project for a new stair stringer and stringer / tread connection. The enclosed calculations show that the proposed stair stringer, glu-lam 3 1/8 x 12 (24f- v4), is structurally adequate. tip The pre-manufactured concrete treads will be connected to the stringers with an angle I. iron and lag bolts. The enclosed calculations show that (2) 3/8-inch diameter x 2 1 /2-inch io• long lag bolts are required, to connect the angle iron to the stringer, at each end of the I tread. Please contact this office with any questions regarding this letter. Sift, UP3 i 75 4' r () ..1 ,,... II (4 I i 2- 4 5:LSO PR Ok C hris Cov; gtOn, P.E. '31 16 (...,7 qi4 Iva . r , , UK CI *IF 64- (wAr 1 OREC/214/ Approved .. - fi t i'Qi el ow6., ti-Y , k lie 0 4 7 41- 7 o 20 4 Conditionally Approved [ ] U? 2 -- '4° . 40 See Letter to: Follow [ i 71k 1914N- ' COVtt4G ' Permit N mber: �! 1 1 6 te.4 • — A 61 ' via. rIntailtiti IV 1Zy: Date: El " 101- JUN 25 2010 1314 p ... OFFICE COPY 1 ..,, s',[-,,,,,,r0.1 Dec,*--ca _Lcess)CLItl. ■. - M ) P_OCI;CIII.ifr Av:t. --_,rea Ph: 4 33 FLIx: 425- ; IY • l4 lemorandum , (tv To: City of Tigard Planning PQ Q pA 0 P J CC: e , V From: Old World Construction Date: 6/29/2010 Re: Glue Lam Stringers for Meadowcreek Apartments Stair Stringer Constraints Meadowcreek Apartments was constructed with exterior stairs made out of a welded pan that was filled with concrete to create steps. The metal pan was constrained between two walls that created an enclosed space below the staircase. This enclosed space has been subject to leaking for most of the life of the property and the metal pans have eroded over the years. Meadowcreek is replacing the stairs with a stringer and pre- molded concrete step arrangement. The space below the stairs will be open instead of enclosed to eliminate the issue of an unusable moisture damaged space. The width of the two walls enclosing the staircase presents special issues when trying to install a new pre- molded concrete step. Using standard pressure treated stringers at 3.625" wide each crates a space just under the 42" wide required for the pre- molded steps. To solve this problem we have an alternative that fits in the space constraints while still maintaining a structurally sound installation. 1.) We are using a 3 1/8" by 12" glue lam to provide the proper space to install the pre - molded steps 2.) We are priming and painting each glue lam, in its entirety, not just any exposed surfaces to ensure it is properly protected from the elements 3.) On the underside of the glue lam we have routered a' /2" x' /<" channel down the glue lam to provide a drip edge away from the siding and a channel to evacuate water off the glue lam as quickly as possible. 4.) To comply with code 2304.11.3 we have put a flashing cover over the entire top of the glue lam. This Z shaped flashing starts up under the siding above the glue lam and folds over the top of the glue lam and down 1" of it's face. This provides protection from moisture while allowing air flow to eliminate moisture buildup. 5.) There is no ground contact of the glue lam. At ground level the glue lam rests on 2 x 4 pressure treated pads. The pads are placed so they can be easily removed and replaced without disrupting the glue lam in the future if they become damaged from ground contact. 6.) Since the glue lam is against a 2x4 constructed wall, it is bolted to the wall every 4 ft. The glue lam is structurally sound enough on its own to provide support to the concrete steps, but the bolting to the wall provides an added level of support and redundancy against future failure. Please see the attached Engineering Design documents and sketches of the cross section for reference. 1 PLAsgw • M Dou cEE K Si AVZ Caoss sec n o 22�� r�Q,n1t .Z F a SN ao c� S id )C( C LJ,Nize,) Eva.y Le llt? 1.00 3 1 IZ V 14 aee-P 0) 1 �ec '_ x'i x 12" PT, ?AD 1\J0 ,0 c POIA\ -0 4 , .,.1, ,, ,!:':' I.!.:. v .:!.,-•' .i L (,,,,, 1 I 10 1.'( .i ,i'."„ 1 I• ....,..-__ . , 1„. 1 ■,..) IL....Z 1,•• (,./4- -,'•::- i I . l' 0•6:---•/4 d v _. .;;-(:),.;- 7. ,!>1?• , 21:0 - '1,. - . ,, -'-, : -- '5: — ' ...- .-- . ... „ -,,,, :`;,..!-•,--•4:•' , :;?-.1- I:: a,•:( 7 ;?., ,);::. .;?..._ ;4';; 4- --- , - .7";::. i vii/0 ( At- - 1 / • - Is (.../ 5 r,, 4, f: , A dr. i 7. ( Z.--41- '- \./4-,._ • ! i : I igEtliei i 5,--. T.Z:', iki 6 , „,, , ....„„ y „. g A , i :, .. F .._ (C) - 2 '/ et -( 2 1 /7 " l, S, - ..__ ", 6 4a =. 2 ;0,7•04V- ,,.., . - -,:.. ,.,,::: i • I • le - z.‘ _4. 4 < I; .. -.J VS' rreL, k, .... 1 i ■4 ,..---v [ I i 1 : 1 , , . 1 ' , - . - 1■ I 1 1 . 1 1 1 I 1 . . III 1 I . . 1 , 1 : I ; •I 1 , • i I • 1 i 1 I I I : ! I P I t I : ; II I II II ■• / • I . I. i I % II II II I I; II . Title Block Line 1 Title : Job # -' 1 You can changes this area Dsgnr: using the "Settings" menu item Project Desc.: Ll -\ and then using the "Printing & ,�':,,+ "< g g Project Notes : , C , N �. ' Title Block" selection. I b -,.w:; Title Block Line 6 NMed: 18JUrl201a 6:50AM Wood Beam Design ' ENERCALC , 198372010,' Ver f 100.1i;KW-06008131 ". :M? ', 'i M M.,� eli; THa , tNri41 eriskWiliir $TRUCTURAf_ ESPN;ASO,CIATE$0 Description : stair stringer Material Properties Calculations per IBC 2006, CBC2007, 2 NDS_ Analysis Method : Allowable Stress Design Fb - Tension 2400 psi E : Modulus of Elasticity Load Combination 2006 IBC & ASCE 7 -05 Fb - Compr 1850 psi Ebend- xx 1800ksi Fc - Pdl 1650 psi Eminbend - xx 930ksi Wood Species : DF /DF Fc - Perp 650 psi Ebend- yy 1600 ksi Wood Grade : 24F - V4 Fv 265 psi Eminbend - yy 830ksi Ft 1100 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral- torsion buckling D(0.064) L(0.2) a �': �, , st a '� 4 - ,z ° 'Y y ' i icy x 'c e z, I °r .. r , Y� s . z 2 v t a E �1 r Y k s '= 4^ 1 " s • �ti x "S + i � y, 7 . v a zt a^ � t 2`, � • a et a r , n ,, ? tr" ., F ,,,:1,; =.4. _ . cs, _.,' k`,<Al i. , r. A- 5. '6*.. .y, e, a . l .,i J,k •_..L : w .. • �_....-� ..2- , 3.125x12 Span = 14.0 ft • Applied Loads : ` . . • Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 ii Uniform Load : D = 0.0640, L = 0.20 k /ft, Tributary Width = 1.0 ft . . ;D E SIGN SUMMARY. - x + O10,4"iM Maximum Bending Stress Ratio = 0.431: 1 Maximum Shear Stress Ratio = 0.240 : 1 1 Section used for this span 3.125x12 Section used for this span 3.125x12 fb : Actual = 1,034.88 psi fv : Actual = 63.57 psi FB : Allowable = 2,400.O0psi Fv : Allowable = 265.00 psi Load Combination +D +L +H Load Combination +D +L +H Location of maximum on span = 7.000ft Location of maximum on span = 13.020 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L +Lr +S Deflection 0.215 in Ratio = 780 Max Upward L +Lr +S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.284 in Ratio = 591 Max Upward Total Deflection 0.000 in Ratio = 0 <240 • M Fo & S tress e s fOr Load Com Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V C d C flv C r C m C t C fu Mactual fb- design Fb -allow Vactual fv- design Fv -allow Length = 14.0 ft 1 0.105 0.058 1.000 1.000 1.000 1.000 1.000 1.000 1.57 250.88 2,400.00 0.39 15.41 265.00 +D+L+H 1.000 1.000 1.000 1.000 1.000 Length = 14.0 ft 1 0.431 0.240 1.000 1.000 1.000 1.000 1.000 1.000 6.47 1,034.88 2,400.00 1.59 63.57 265.00 +D+Lr+H 1.000 1.000 1.000 1.000 1.000 Length = 14.0 ft 1 0.105 0.058 1.000 1.000 1.000 1.000 1.000 1.000 1.57 250.88 2,400.00 0.39 15.41 265.00 +D +S+H 1.000 1.000 1.000 1.000 1.000 Length = 14.0 ft 1 0.105 0.058 1.000 1.000 1.000 1.000 1.000 1.000 1.57 250.88 2,400.00 0.39 15.41 265.00 +D+0.750Lr+0.750L+H 1.000 1.000 1.000 1.000 1.000 Length = 14.0 ft 1 0.350 0.194 1.000 1.000 1.000 1.000 1.000 1.000 5.24 838.88 2,400.00 1.29 51.53 265.00 'y +D+0.750L+0.7505+H 1.000 1.000 1.000 1.000 1.000 . Length = 14.0 ft 1 0.350 0.194 1.000 1.000 1.000 1.000 1.000 1.000 5.24 838.88 2,400.00 1.29 51,53 265.00 +D +W+H 1.000 1.000 1.000 1.000 1.000 Length = 14.0 ft 1 0.105 0.058 1.000 1.000 1.000 1.000 1.000 1.000 1.57 250.88 2,400.00 0.39 15.41 265.00 " +0+0.70E+H 1.000 1.000 1.000 1.000 1.000 t Title Block Line 1 Title : Job # , You can changes this area Dsgnr: �,�-�' using the "Settings" menu item Project Desc.: - 1 +- and then using the "Printing & Project Notes c, , s.c. Title Block" selection. . Title Block Line 6 P.mfed: 18 JUN 2010. 6:58AM Wood. Beam D @Sigh ENERCALC, INC. 1983-2010, Ver: 6.0.22 •Jc. # KW- 06008131 .. .... Licemse Owner STRUCTURAL DESIGN ASSOCIATES Description : stair stringer Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V C d C flv C r C m C t C fu Mactual fb- design Fb -allow Vactual fv- design Fv -allow Length = 14.0 ft 1 0.105 0.058 1.000 1.000 1.000 1.000 1.000 1.000 1.57 250.88 2,400.00 0.39 15.41 265.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.000 1.000 1.000 1.000 Length = 14.0 ft 1 0.350 0.194 1.000 1.000 1.000 1.000 1.000 1.000 5.24 838.88 2,400.00 1.29 51.53 265.00 +D+0.750L+0.750S+0.750W+H 1.000 1.000 1.000 1.000 1.000 Length = 14.0 ft 1 0.350 0.194 1.000 1.000 1.000 1.000 1.000 1.000 5.24 838.88 2,400.00 1.29 51.53 265.00 +D+0.750Lr+0.750L+0.5250E+H 1.000 1.000 1.000 1.000 1.000 Length = 14.0 ft 1 0.350 0.194 1.000 1.000 1.000 1.000 1.000 1.000 5.24 838.88 2,400.00 1.29 51.53 265.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.000 1.000 1.000 1.000 Length = 14.0 ft 1 0.350 0.194 1.000 1.000 1.000 1.000 1.000 1.000 5.24 838.88 2,400.00 1.29 51.53 265.00 +0.60D +W+4-t 1.000 1.000 1.000 1.000 1.000 Length = 14.0 ft 1 0.063 0.035 1.000 1.000 1.000 1.000 1.000 1.000 0.94 150.53 2,400.00 0.23 9.25 265.00 +0.60D+0.70E +H 1.000 1.000 1.000 1.000 1.000 Length = 14.0 ft 1 0.063 0.035 1.000 1.000 1.000 1.000 1.000 1.000 0.94 150.53 2,400.00 0.23 9.25 265.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max "" Defl Location in Span Load Combination Max. " +" Defl Location in Span D+L 1 0.2840 7.070 0.0000 0.000 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span D Only 1 0.0688 7.070 0.0000 0.000 L Only 1 0.2151 7.070 0.0000 0.000 D+L 1 0.2840 7.070 0.0000 0.000 - • Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.848 1.848 . D Only 0.448 0.448 J L Only 1.400 1.400 D +L 1.848 1.848 . Meadowcreek Stair Replacement Unit List 116' 314' 412 414/ 614/ 616/ 714 i 716 1014, 1114/ 1112 " 1314/ 1316 1412,7 1514 V 1610 l 1612/ 1614 1710-/ 1712 - 1914."