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Permit IN q CITY OF TIGARD MASTER PERMIT COMMUNITY DEVELOPMENT Permit#: MST2014-00114 T E G SAO 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 07/23/2014 Parcel: 2S114BB06800 Jurisdiction: Tigard Site address: 16141 SW 104TH AVE Subdivision: SWANSON'S GLEN Lot: 9 Project: Lyons Project Description: Construct 511 sq ft addition for family room,dining room&master bedroom. Remodel existing family room into master bathroom&closet. BUILDING Floor Areas Required Setbacks Required Stories: 1 Bedrooms: 1 First: 511 sf Basement: 0 sf Left: 5 Parking Spaces: 0 Height: 0 Bathrooms: 0 Second: 0 sf Garage: 0 sf Front: 15 Smoke Dwelling Units: 1 Third: 0 sf Right: 5 Detectors: Yes Total: 511 sf Value: $97,000.00 Rear: 15 PLUMBING Sinks: 0 Water Closets: 1 Washing Mach: 0 Laundry Trays: 0 Rain Drain: 0 Urinals: 0 Lavatories: 1 Dishwashers: 0 Floor Drains: 0 Sewer Lines: 0 SF Rain Storm Sewer 0 Drains: 0 Tubs/Showers: 1 Garbage Disp: 0 Water Heaters: 0 Water Lines: 0 Catch Basins: 0 Bckflw Prevntr. 0 Footing Drain: 0 Ice Maker: 0 Hose Bib: 0 Backwater Value: 0 Drywell-Trench Drain: 0 Other Fixtures: 0 Other Fixture Units: MECHANICAL Fuel Types Air Conditioning: N Vent Fans: 1 Clothes Dryers: 0 Heat Pump: N Hoods: 0 Other Units: 0 Furn<100K: 0 Vents: 0 Woodstoves: 0 Gas Outlets: 0 Fum>=100K: 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc/Feeders Branch Circuits _ 1000 sf or less: 0 0-200 amp: 0 0-200 amp: 0 W/Svc or Fdr 0 Ea add'I 500 sf: 0 201-400 amp: 0 201-400 amp: 0 W/O Svc/Fdr: 3 Mfd Home/Feeder/Svc: 0 401-600 amp: 0 401-600 amp: 0 601-1000 amp: 0 601+amp-1000v: 0 1000+ampNolt: 0 ELECTRICAL-RESTRICTED ENERGY SF Residential Audio&Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Other N Other Description: Ecompasing: N BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: ADD SF VB R-3 511 Owner: Contractor: LYONS,KEITH P&TERESA L ORLANDO CONSTRUCTION INC Required Items and Reports(Conditions) 16141 SW 104TH AVE 4110 SE HAWTHORNE BLVD#446 TIGARD,OR 97223 PORTLAND,OR 97214 PHONE: 503-684-2597 PHONE: 503-777-1127 FAX: Total Fees: $3,015.13 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 will 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 th- - adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a..• • -: ....••s, • _-lions to OUNC by calling 503.232.1987 or 1.800.332.2 • Issued By: < _ Permittee Signature: i'- �� hI1 175 by 7:00 a.m.for the next available inspe on date. This permit card 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 Application Residential VED FOR OFFICE USE ONLY 14 FECH Datea Permit No'131SW Hall lvdTigard,OR Plan Revie 2 Phone: 503.718.2439 Fax: 503.59831960 Date/B : A An tri' Other Permit: T l t;n It D Inspection Line: 503.639.4175 `U L 5 2014 Date Ready—: ^ Juris H See Page 2 for Internet: www.tigard-or.gov CITY j Notified/Method: 7 .04 pi Supplemental Information .■ 11 1 t1_ r I TYP 4, ❑New construction ❑Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ®Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. ® 1-and 2-family dwelling ❑Commercial/industrial Valuation: $97,000 111 Accessory building ❑Multi-family Number of bedrooms: 1 ❑ Master builder ❑Other: Number of bathrooms: 1 JOB SITE INFORMATION AND LOCATION Total number of floors: 1 Job site address: 16141 SW 104th Ave New dwelling area: 511 square feet City/State/ZIP:Tigard,OR 97224 Garage/carport area: square feet Suite/bldgiapt.no.: Project name:Lyons Addition Covered porch area: square feet Cross street/directions to job site:SW Durham Rd Deck area: square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: Lot no.: Permit fees*are based on the value of the work performed. Tax map/parcel no.:R1471641 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. Construct 511 sf Family Room,Dining Room,and Master Bedroom Addition. Valuation: $ Convert existing Family Room in to Master Bathroom and Walk-thru Closet Existing building area: square feet New building area: square feet El PROPERTY OWNER ❑ TENANT Number of stories: Name:Teri and Keith Lyons Type of construction: Address:16141 SW 1046 Ave Occupancy groups: City/State/ZIP:Tigard,OR 97224 Existing: Phone:(503)684-2597 Fax:( ) New: ® APPLICANT ❑ CONTACT PERSON BUILDING PERMIT FEES* Business name:Orlando Construction Inc (PtesureJerto fee schedule) Structural plan review fee(or deposit): Contact name:Jim Wilburn Address:4110 SE Hawthorne Blvd.#446 FLS plan review fee(if applicable): Total fees due upon application: City/State/ZIP:Portland,OR 97214 g Phone:(503)777-1127 Fax::(503)777-1127 Amount received: 701. 1 E-mail:jim @orlandoconstructioninc.com PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* Commercial and residential prescriptive installation of CONTRACTOR rook t, mounted PhotoVoltaic Solar Panel System. Business name:Orlando Construction Inc. Submit two sets of roof plan with connectio -tails and fire dep. ... access,along with the r I Oregon Address:4110 SE Hawthorne Blvd.#446 Solar Installation S.•.'r lty Code chec ' . City/State/ZIP:Portland,OR 97214 Permit Fee(includ- • an re ' w $180.00 and administra •- ees): Phone:(503)777-1127 Fax:(503)777-7902 State surcharge(I2°/ . permit fee $21.60 CCB lic.:187346 / Tota - due upon application: $201.60 X Authorized signature: This permit •Jication expires if a permit is no t btained within 180 days after it has been accepted as complete. Print name:James E.W urn IV,President Date:7/1/2014 "Fee methodology set by Tri County Building Industry Service Board. I:\Building\Permits\BUP-RESPermitApp.doc 02/24/2011 440-4613T(I 1/02/COM/WEB) Plumbing Permit Application Building Fixtures FOR OFFICE USE ONLY City of Tigard AFt r? i .'E a,! --4 Received - l u `J g Date/By: 7/‹.- lei Penult i o. i ( - /4V•v1/ Z L/J/./ye 111 all 13125 SW Hall Blvd.,Tigard,OR 97223 Plan Review ■ Phone: 503.718.2439 Fax: 503.598.1960 Date/By: Other Permit No.: T I G A R D Inspection Line: 503.639.4175 Date Ready/By: Juris I H See Page 2 for Internet: www.tigard-or.gov Notified/Method: Supplemental Information TYPE OF WORK S ' '' FEE* SCHEDULE ❑New construction 0 Demolition For special information use checklist Description I Qty. I Ea. I Total SSLAddition/alteration/replacement ❑Other: New 1-2-family dwellings(includes 100 ft.for each utility comection) CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 -and 2-family dwelling ❑Commercial/industrial SFR(2)bath 437.78 SFR(3)bath 500.32 ❑Accessory building ❑Multi-family Each additional bath/kitchen 25.02 ❑Master builder ❑Other: Fire sprinkler( sq.ft.) Page 2 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: )(o (q/ S y,, ��% r�l,� Catch basin or area drain 18.76 Cit /State/ZIP: - ' ,Q (� Drywell,leach line,or trench drain 18.76 y ,(yG rO` 0 q 7 2 17 Footing drain(no.linear ft.: ) Page 2 Suite/bldg./apt.no.: Project name: L,•a„),,J Aid,) Manufactured home utilities 50.03 Cross street/directions to job site: Manholes 18.76 Rain drain connector 18.76 Sanitary sewer(no.linear ft.: ) Page 2 Storm sewer(no.linear ft.: ) Page 2 Water service(no.linear ft.: ) Page 2 1 Subdivision: Lot no.: Fixture or item: t Backflow preventer Tax map/parcel no.: le.... ((,'7 16 Li/ Bac , 31.27 DESCRIPTION OF WORK Backwater valve 12.51 W1A S � S7/f r �r�o L j/-g � Clothes washer 25.02 to / Dishwasher 25.02 Drinking fountain 25.02 Ejectors/sump 25.02 la PROPERTY OWNER I ❑ TENANT Expansion tank 12.51 ��x , / •tom / `�� Fixture/sewer cap 25.02 Name. �1..�� /N L Floor drain/floor sink/hub 25.02 Address: /4 /Lf/ 5 tiJ /D t/ (� u� Garbage disposal 25.02 City/State/ZIP: 7 ,YZX 6� q 2 Z Hose bib 25.02 Phone:(5D)) (o kley-Zc.--q -2 Fax:( ) Ice maker 12.51 APPLICANT ❑ CONTACT PERSON Interceptor/grease trap 25.02 n n ^� Medical gas(value:$ ) Page 2 Business name: Or(��` 0 r ' IA d.111/17‘ �.A d , r /r(0 5-g �, h 1/ //c/6 Primer 12.51 ontact name: y `t Roof drain(commercial) 12.51 CCAddress: ,r;y„I to /be,rrl Sink/basin/lavatory ) 25.02 City/State/ZIP: pp.✓j.l H i - ttje__ Q 72)4/ Solar units(potable water) _ 62.54 Phone:(q)) 77 ,l// 2_-7 Fax::( . ,-7 7. 7 j Z Tub/shower/shower pan ) 12.51 E-mail:,/I/ c2 o4 t 5 ( i"7" e , Cery� Urinal ' 25.02 CONTRACTOR Water closet 25.02 Water heater 37.52 Business name: ,ee' i`ecr ,11 v) 1. !G Water piping/DWV 56.29 Address: 02/) t-� /3/s� Other: 25.02 City/State/ZIP: tE J"`t t ?� Subtotal Cl Phone:( "--8) i 6 I r E-6,3/ Fax:( ) Minimum permit fee: $72.50 CCB Lic.: ,„/Z 2 Plumbing Lic.no.: 3'1- 3/,0n Plan review (25%of permit fee) �i State surcharge(12%of permit fee) Authorized signature: p _ ('1� TOTAL PERMIT FEE L This permit application expires if a permit is not obtained within 180 days Print name:�G. Q S GI/I lIJIJ/h 1� Date: /// Za/Y after it has been accepted as complete. ` "Fee methodology set by Tri-County Building Industry Service Board. 1:1BuildinglPermits'PLMU-PermitApp.doc 10/01/09 440-4616T(10/02/COM/WEB) Plumbing Permit Application - City of Tigard Page 2 - Supplemental Information Fee Schedule: Residential Fire Suppression Systems: Site Utilities Qty. Fee(ea) Total Square Footage: Permit Fee: Footing drain-P'100' 50.03 0 to 2,000 $121.90 Footing drain-each additional 100' 37.52 2,001 to 3,600 $169.69 3,601 to 7,200 $233.20 Sewer-1st 100' 62.54 1 7,201 and greater $327.54 Sewer-each additional 100' 37.52 Water Service-1st 100' 62.54 Medical Gas Systems: Water Service-each additional 100' 37.52 Valuation: Permit Fee: Storm&Rain Drain-1st 100' 62.54 $1.00 to$5,000.00 Minimum fee$72.50 Storm&Rain Drain-each additional 100' 37.52 $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and$1.52 for Other Inspections or Fees Qty. Fee(ea) Total each additional$100.00 or fraction thereof,to P _ and including$10,000.00. Inspection of existing plumbing or for $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and$1.54 for which no fee is specifically indicated 90.00/hr each additional$100.00 or fraction thereof,to (minimum charge-1/2 hour) and including$25,000.00. Inspections outside of normal business 90.00/hr $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and$1.45 for hours(minimum charge-2 hours) each additional$100.00 or fraction thereof,to Reinspection Fees 90.00/hr and including$50,000.00. Additional plan review for revisions 90.00/hr $50,001.00 and up $742.00 for the first$50,000.00 and$1.20 for (minimum charge 1/2 hour) each additional$100.00 or fraction thereof. Subtotal: Commercial Fixture Work: Are you capping,adding or replacing fixtures? If"yes", please indicate work performed by fixture. Failure to accurately report fixtures could result in increased sewer fees*. Plan Review for Plumbing Installations Quantity by Fixture Type Plan review is required for any of the following. Fixture Type for Replace/ Please check all that apply. Work Performed: Capped Added Relocate -Bath: El Any new commercial building with water service 2"and greater,except systems designed and stamped by licensed Bath: -Tub/Shower -Jacuzzi/Whirlpool engineer. El Car Wash: Each Stall New exterior plumbing site utilities for any complex structure -Drive Thru as defined in OAR918-780-0040. Cuspidor/Water or ❑ Medical gas and vacuum systems for health care facilities. Dishwasher Commercial ❑ Any multipurpose fire sprinkler system. Domestic ❑ Any complex structure as defined in OAR918-780-0040. Drinking Fountain Eye Wash Submit 2 sets of plans with any of the above. Floor Drain/sink: -2" 3" Isometric or Riser Diagram ❑ Isometric or riser diagram is required for new buildings -Car Wash Drain Garbage Domestic non-food that meet the qualifications above. Disposal: -Domestic food related -Commercial food related -Industrial food related Ice Mach./Refrig.Drains Comments regarding fixture work: Oil Separator(Gas Station) Rec.Vehicle Dump Station Shower: -Gang -Stall Sink: -Lav/Bar non-food related -Bradley -Com/Serv/Util food related -Service *Note: If the fixture work under this permit results in an Swimming Pool Filter increase of sewer EDUs,a sewer permit will be issued and Washer-Clothes fees assessed for the sewer increase must be paid before the Water Extractor Water Closet-Toilet plumbing permit can be issued. Urinal Other Fixtures: I:\Building\Permits\PLMF_PermitApp.doc 08/04/2011 2 Electrical Permit Application : ,: �� Si City of Tigard t . Date/a ; irAr 1 7 "'L' L� 13125 SW Hall Blvd.,Tigard,OR 97223 ' 1;Air-,,-,�r imat u,r, 1� 'i '* Phone: 503,718.2439 Fax: 503.598,1 s ' Date/B Inspection Line: 503.639,4175 Ready Date/By: auris: 0 Sea Page 2 for Internet: www.tigard.or.gov ,. _ Notified/Method: Suppkoentallyformatioa ..,c :,,,,,,r-;', '= - ,:. "• e L ', , i A i :i s (✓ A y sF� o •y4 :.,,,,,,it >a '� ' , , •„..:. ❑New construction Additionialterati 1n/roo ” Please check all that apply(submit 2 sets of planes Winans checked): ..';:"1# 0 Service or feeder 400 amps or more 0 Building over three stones. 0 Demolition 0 Other: where the available fault current 0 Marino and boatyards. l.i, y ,tit'11 f iii••OF:000$ . 't y exceeds 10,000 amps at 158 volts or ❑Floating buildings. Wt..and 2-family dwelling 0 Commercial/industrial 0 Accessory building lea to ground or exceeds 14.000 ❑Coatraercial use agricultural amps for all other ins ❑Multi-family installations. buildings. 0 Master builder 0 Other: 0 Fire pump. 0 Installation of 150 KVA or JOR$1lg, i i , ION.i „ +TI r: '4• ; - O Emergency system larger separately derived _ O Addition of new motor load of system. Job#: 14.0697 Job site address: /6 /(f/ .51,,//e14/''F t_i .., I00HP or more City/State/ZIP: - 0 fCJ (1 12.2 CI Six or mesa residential units. occupancy. 0,q4 0 Health-care facilities, 0 Recreational vehicle parks, Suite/bldg./apt.#: 1 Project name: O Haardous locations 0 Supply voltage for more than '` '� `�t 0 Service or feeder 600 amps or more 600 volts nominal, Cross street/directions to job site: �'4,,, b,,...i l•ti ,.,FEL SCHEDULE ,: °wrist*, 1 errs I tars I Tom I • New residential single-or multi-family dwelling unit. Subdivision: Lot#: Includes attached garage. Tax map/parcel#: F-- 1 U'?1(0 I„000 s9.Et.or less ( 168.54 4 / Ea,add'I 500 sq.it,or portion t 33.92 1 LL Dom;OF',WORK ` Limited energy,residential .c}Yt-tri,- Si 1 S !' 4.14,h� ,, (with above sq.ft.) 7500 2 Limited energy,multi-family 75.00 2 residential(with above so f.) Renewable Energy _ 0 See Page 2 (2 '$ROPER'CY OWNER 1 0 TENANT' ' Services or feeders installation alteration,and/or relocation Name ' te 1 4 ,e fit_ 1_,) Ai 5 200 amps or less 100.70 2 d Address: , / / f h, L 301 amps to 400 amps 133.56 2 �, • 401 amps to 600 amps I 200.34 2 City/State/ZIP: -1 el r j 6 k-4 7 2 Z. V 601 amps to 1,000 amps ( 301.04 2 Phone:(,�!$) ,,r ..Z� 7 Fax:( ) Over 1,000 Imps or volts f 552.2.6 2 Temporary services or feeders installation.alteration.and/or ' Email: relocation Owner installation:This installation is being made on property that I own which is not 200 amps or leas ` 59.36 1 intended for sale,lease,rent,or exchange.according to ORS 447,449,670,and 701. 201 amps to 400 amps 125 08 2 Owner signature: Date: 401 amps to 599 amps _ 168.54 2 ;APPLIGAIVT Q COI /ACT PERSON Branch circuits-new,alteration.or ex_tension,ter panel A.Fee for branch circuits with Business name: 0 r it a 3 eerilidyocd./ .,.-ri,[r above service or feeder fee, each branch circuit 742 2 Contact name: 37'rYi (.G i fix.%r y-‘ B.Fee for branch circuits without Address: "'" /-hr,„, a service or feeder fee,first 1 + //et $ ' f . isi it �h branch circuit 3 X6:171 2 City/State/ZIP: 'y. - �.....c 434 e:72/ty Each add'I branch circuit .2. 1 7.42 1 2 'c-� �y Miscellaneous(service or feeder yet included) Phone:(5 ) "7 7 7_Ii L' 7 Fax: :(5 3 ) 7 7 7- 7ei0 z.- Each manufactured or modular ' I 67.84 �2 dwelling,service and/or feeder I Email: 1 li.,, �)r/11—.-1.040 7615 sS -LIc./t'o n /ire ' eirs:1-e. Reconnect only 67.84 2 CONTRACTOR . Pump or irrigation circle 67.84 2 Business name: DeKorte Electric Inc. Sign or outline lighting • 67.84 2 Address: 5331 SW Macadam Ave#258-113 Signal circuit(s)or limited-energy 0 See Page 2 2 panel,atterntion,or extension. City/State/ZIP: Portland, OR 97239 --- r Each additional inspection over allowable in any of the above Additional inspection(1 hr min) 66.25/hr Phone:( 503) 288-2211 j Fax:(503 )288-2231 ' Investigation(1 hr min) ' 66 25/hr Email: info @dekorteelectric.com Industrial plant(2hrmin) 78.18/hr Inspections for which no fee is 90.00/hr CCB Lie,:159954 1 Electrical Lie.: 34-541C Suprv,Lie,: 4075S specifically listed(Vs hr min) I '"'zL!' RtxcAt.PERMIT PEES ' Suprv.Electrician signature,required: K� DB./Ci '{1- Subtotal: Print name: Ken DeKorte I Date: 7/17/2014 0 Plan Review Required(25%of permit fee): State surcharge(12%of permit fee): Authorized signature: Ken te.Kci t-e- TOTAL PERMIT FEE: This permit application expires if a permit is mot obtained widths 1$0 Print name: Ken DeKorte Date: 7/17/2014 days alter it has been accepted as complete. Number of inspections allowed per permit i.tauiidinee nritsr£LC Perri tApp,ELR_ERE.docx Rev 04/21/2014 440461 ST(11105icowwEa Mechanical Permit Application FOR OFFICE USE()NIA Received City of Tigard Permit No.: IN • 13125 SW Hall Blvd.,Tigard,OR X7¢23 ` I - ' Date/By: 7 /5 1� � ��/f� P• lan Review Phone: 503.718.2439 Fax: 503.598.1960 DateBy: Other Permit: T I G A R D Inspection Line: 503.639.4175 ' D• ate Ready/By: Janis. la See Page 2 for Internet: www.tigard-or.gov Notified/Method: Supplemental Information '1 ` r .,;r� COMMERCIAL FEE* SCHEDULE — USE CHECKLIST TYPE Qlti -_±±It,r:g,, ,: Mechanical permit fees*are based on the value of the work ❑New construction ,IEt Addition/alteration/replacement performed.Indicate the value(rounded to the nearest dollar)of all ❑Demolition ❑Other: mechanical materials,equipment,labor,overhead,and profit. Value:$ / 9Sb CATEGORY OF CONSTRUCTION RESIDENTIAL EQUIPMENT/SYSTEMS FEES* An 1-and 2-family dwelling ❑Commercial/industrial ❑Accessory building For special information use checklist. ❑Multi-family ❑Master builder ❑Other: Description Qty. I Ea. I Total JOB SITE INFORMATION AND LOCATION Heating/cooling: Air conditioning 46.75 Job site address: /6, /L/-1 / SLtr /g)LI K (4v_4_ Furnace 100,000 BTU(ducts/vents) , 46.75 City/State/ZIP: T9 a_ 4 -22.2-1/4/ Furnace 100,000-F BTU(ducts/vents) , 54.91 J ( Heat pump 61.06 Suite/bldg./apt.no.: Project name: L5 ennf f 4cL , I--i,,,_ Duct work 23.32 Cross street/directions to job site: Iv y i2.0._ Hydronic hot water system 23.32 Residential boiler(radiator or hydronic) 23.32 Unit heaters(fuel-type,not electric), in-wall,in-duct,suspended,etc. _ 46.75 Flue/vent for any of above . 23.32 Subdivision: Lot no.: Other: 23.32 Other fuel appliances: _ Tax map/parcel no.: Z_f 1.4 -) 1 4,0 ti,/ Water heater 23.32 DESCRIPTION OF WORK Gas fireplace/insert 33.39 Flue vent for water heater or gas Cow lyttib - „C-I I S f: A-M,v-/r1 fireplace 23.32 Log lighter(gas) 23.32 Wood/pellet stove 33.39 Wood fireplace/insert 23.32 Chimney/liner/flue/vent 23.32 PROPERTY OWNER l ❑ TENANT Other: 23.32 _ ) Environmental exhaust and ventilation: Name: 1 e rl t ice(Pt.,.Iy A.,S Range hood/other kitchen 4 5� (O 4 t�Z- /ks-'� Clothes dryer 33.39 Address: � � Clothes dryer exhaust 33.39 City/State/ZIP: 1' et,r� a� 9 712 Li Single-duct exhaust(bathrooms, I 1 toilet compartments,utility rooms) I 23.32 Phone:(s-03 ) 6,Y t _ ZSci 7 Fax:( ) Attic/crawlspace fans 23.32 13-APPLICANT ❑ CONTACT PERSON Other: 23.32 orl. S TptG, Fuel piping: Business name: tf;,-� $14.15 for first four;$4.03 for each additional Contact name:t.J 11'y� ,�l-t`I {7( r✓t, (�/ '441(-1.4, Furnace,etc. Address: 141�o S e t- W 4 ,6p roc z_ i�[ 1i Q Gas heat pump n Wall/suspended/unit heater City/State/ZIP: f yJ i,, p L 6't q 72/`. Water heater Phone:( j �) (93) -) 7)_ 7S()Z Fireplace ✓r� -�'27.- Z7 Fax:: J v - r r Range E-mail: i) kr., 6_Q, 16,,,„„0,, f)y e-,.../iLe• eel., Barbecue CONTRACTOR Clothes dryer(gas) Other: Business name: SA" MECHANICAL PERMIT FEES* Address: Subtotal City/State/ZIP: Minimum permit fee($90.00) Plan review(25%of permit fee) Phone:( ) Fax:( ) State surcharge(12%of permit fee) CCB lic.: /j 7 3 1/ b TOTAL PERMIT FEE This permit application expires if a permit is not obtained within ISO 1.-_ days after it has been accepted as complete. Authorized signature ,/ * Fee methodology set by Tri-County Building Industry Service Board Print name: Same/ t7 N/,/�k/n I V Date: 7/00 1 r 7 L\Building\PermitsVMEC_PermitApp_0401 t3.doc 440-4617T(I 1/02/COM/WEB) Mechanical Permit Application - City of Tigard Page 2 - Supplemental Information Commercial & Multi-Family Fee Schedule: Total Valuation: Permit Fee: $0.00 to$500.00 Minimum fee$69.06 $500.01 to$5,000.00 $69.06 for the first$500.00 and $3.07 for each additional$100.00 or fraction thereof,to and including $5,000.00. $5,000.01 to$10,000.00 $207.21 for the first$5,000.00 and $2.81 for each additional$100.00 or fraction thereof,to and including $10,000.00. $10,000.01 to$50,000.00 $347.71 for the first$10,000.00 and $2.54 for each additional$100.00 or fraction thereof,to and including $50,000.00. $50,000.01 to$100,000.00 $1,363.71 for the first$50,000.00 and $2.49 for each additional$100.00 or fraction thereof,to and including $100,000.00. $100,000.01 and up $2,608.71 for the first$100,000.00 and $2.92 for each additional $100.00 or fraction thereof. Note: All new commercial buildings require 2 sets of plans. 1:\Building\Permits\MEC_PermitApp_040113.doc 2 • City of Tigard IlCOMMUNITY DEVELOPMENT DEPARTMENT ■ T I G A R D Building Permit Review — Residential Building Permit #: h51-(30/t1-00 i i 14 Site Address: 16 ( Li 1 SW ( 04-1.h A\(e, Project Name: 1.4611S Lot #: (Nevi dwelling=subdivision name;Addition or Alteration=last name of owner) Planning Review Proposal: ions -s+0 l St 1 0 . Q ". Toot 4G • l-i'1 Or '}"O eAi S4-I 79 u F •., 18e., • "atl• '. is • • • .► 1 i -_,_ CA Verify site address/suite#exists and active in permit system. Site Plan Elements: Three(3)copies of site plan gExisting structures on site ,Site plan must he on 8-1/2"x 11"or 11 x 17"paper jgFootprint of new structure(including decks)with finished f gDrawn to scale(standard architect or engineer scale) floor elevations Worth arrow tility locations(required for new,may apply for additions) /ZSite address,project or subdivision name and lot number ation of wells/septic systems Applicant information(name and phone number) XErosion control(including drainage-way protection,silt fence ►- i Lot dimensions and building setback dimensions design,location of catch basin,etc.) ►' .t area,building coverage area,percentage of coverage and Ei Street names impervious area(applicable if R-7,R-12,R-25&R-40) '$Street tree size,type and location --Property corner elevations(2 foot contour lines if more than $Existing trees to be retained with drip line,and tree 4 foot differential) protection measures Clean Water Services-Service Provider Letter: (lot platted prior to 9/10/5): Required: 'l Yes ❑ No Received: L"1 Yes ❑ No -Land Use Case#: C3 Zoning: R- 12. tzt Setbacks: Front I S r Rear (S' Side S + Street Side Garage Z' ig Landscape Requirement: 2.0 % tg Lot Coverage Maximum: tal(60% T Building Height: Maximum Height 36 1 Actual Height 51 Visual Clearance O Easements Sensitive Lands: ❑ Yes a.No Type -B-Urban Forestry Plan Conditions Met Notes: Approved By Punning: 7/4J/. T;... Date: /r / Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Ap. oved Revision 2: ❑ Approved ❑ Not Approved Revision 3: ❑ Approved ❑ Not Approved IABuilding\Forms\B1dgPermitRvw_RES_042914.docx Building Permit Submittal Original Submittal Date: 7//S//e Site Plans: # 3 Building Plans: # 'l Building Permit#: I�Enter building permit#above. Workflow Routing. U-"Planning Q.-Engineering [ISermit Coordinator I4uilding Workflow Sign-off: Sign-off for Planning(include notes from planning review) Route Application Documents: . ..Engineering (1) copy of permit application, (1) site plan, (1) building plan and original plan review routing form. uilding. original permit application,site plans,building plans,engineer and beam calculations and trust details,if applicable,etc. Notes: By Permit Technician: A._ _ : ,_ Date: 7�/l Engineering Review ❑ Actual Slope: ❑ Conditions Met Notes: Y o ∎�Ai G i iu c<-c. /A-) 1 ss. -S, Approved by Engineering: 7 _ _►i Date: 1 6 /y Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved Revision 3: ❑ Approved ❑ Not Approved Permit Coordinator Review ❑ Conditions Met-Prior to Issuance of Building Permit Notes: Revisions (after Building Submittal only) Revision Notice 1: Date Sent to Applicant: Revision Notice 2: Date Sent to Applicant: Revision Notice 3: Date Sent to Applicant: K to Issue Permit —7- / Approved by Permit Coordinator: 10 7 Date: / !Z/ I:\Building\Forms\BldgPermitRvw_RES_0429I 4.docx I JUL 1 • 2014 Clean Water Services File Number �'Vater Services 14-001954 Sensitive A' re-Screening Site Assessment 1. Jurisdiction: City of Tigard 2. Property Information (example 1S234AB01400) 3. Owner Information Tax lot ID(s): Name: Teri and Keith Lyons Company: Address: 16141 SW 104th Ave Site Address: 16141 SW 104th Ave City, State,Zip: Tigard,OR 97224 City, State,Zip: Tigard,OR 97224 Phone/Fax: S03-384-2597 Nearest Cross Street: E-Mail: 4. Development Activity(check all that apply) 5. Applicant Information A Addition to Single Family Residence(rooms,deck,garage) Name: Jim Wilburn ❑ Lot Line Adjustment ❑ Minor Land Partition Company: Orlando Construction Inc. ❑ Residential Condominium ❑ Commercial Condominium Address: 4110 SE Hawthorne Blvd.#446 ❑ Residential Subdivision ❑ Commercial Subdivision Portland,OR 97214 ❑ Single Lot Commercial ❑ Multi Lot Commercial City, State,Zip: Other Phone/Fax: 503-956-9778 E-Mail: jim @orlandoconstructioninc.com 6. Will the project involve any off-site work? ❑Yes j No ❑Unknown Location and description of off-site work 7. Additional comments or information that may be needed to understand your project This application does NOT replace Grading and Erosion Control Permits,Connection Permits,Building Permits,Site Development Permits,DEQ 1200-C Permit or other permits as issued by the Department of Environmental Quality,Department of State Lands and/or Department of the Army COE. All required permits and approvals must be obtained and completed under applicable local,state,and federal law. By signing this form,the Owner or Owner's authorized agent or representative,acknowledges and agrees that employees of Clean Water Services have authority to enter the project site at all reasonable times for the purpose of inspecting project site conditions and gathering information related to the project site. I certify that I am familiar with the information contained in this document,and to the best of my knowledge and belief,this information is true,complete,and accurate. Print/Type Name Jim Wilburn Print/Type Title President ONLINE SUBMITTAL Date 7/7/2014 FOR DISTRICT USE ONLY ❑ Sensitive areas potentially exist on site or within 200'of the site. THE APPLICANT MUST PERFORM A SITE ASSESSMENT PRIOR TO ISSUANCE OF A SERVICE PROVIDER LETTER. If Sensitive Areas exist on the site or within 200 feet on adjacent properties,a Natural Resources Assessment Report may also be required. • Based on review of the submitted materials and best available information Sensitive areas do not appear to exist on site or within 200'of the site.This Sensitive Area Pre-Screening Site Assessment does NOT eliminate the need to evaluate and protect water quality sensitive areas if they are subsequently discovered.This document will serve as your Service Provider letter as required by Resolution and Order 07-20, Section 3.02.1. All required permits and approvals must be obtained and completed under applicable local.State,and federal law. • Based on review of the submitted materials and best available information the above referenced project will not significantly impact the existing or potentially sensitive area(s)found near the site.This Sensitive Area Pre-Screening Site Assessment does NOT eliminate the need to evaluate and protect additional water quality sensitive areas if they are subsequently discovered.This document will serve as your Service Provider letter as required by Resolution and Order 07-20,Section 3.02.1. All required permits and approvals must be obtained and completed under applicable local,state and federal law. ❑ This Service Provider Letter is not valid unless_ CWS approved site plan(s)are attached. ❑ The proposed activity does not meet the definition of development or the lot was platted after 919/95 ORS 92.040(2). NO SITE ASSESSMENT OR SERVICE PROVIDER LETTER IS REQUIRED. Reviewed by _ Z 4t.-wt IL/A t-9 C L/ Date 07/14/14 2550 SW Hillsboro Highway • Hillsboro,Oregon 97123 • Phone:(503)681-5100 • Fax:(503)681-4439 • www.cleanwaterservices.org Location: Record Type: Inspection Type: Result: Comments: Inspection Date: Record ID: Inspector: City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 16141 SW 104TH AVE, TIGARD, OR, 97224 Residential - Master Permit 299 Final inspection PASS - No C of O November 6, 2014 at 9:05:08 AM MST2014-00114 David Young Final erosion control approved. Gutters and down spouts installed. Violation Summary: Inspector Contractor Location: Record Type: Inspection Type: Result: Comments: Inspection Date: Record ID: Inspector: City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 16141 SW 104TH AVE, TIGARD, OR, 97224 Residential - Master Permit 299 Final inspection FAIL November 5, 2014 at 10:34:24 AM MST2014-00114 David Young Provide approved final erosion control prior to building final. All else ok. Recall both inspections. Violation Summary: Inspector Contractor FOR OFFICE USE ONLY–SITE ADDRESS: /6/y/ SA) /D /}-r/G This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT III s r Transmittal Letter F ( -\It 1) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or. v TO: ( k c DATE • . • c► ∎' ." r- >i0- E� DEPT: BUILDING DIVISION I AUG 7 2014 h FROM: //eo CQ14t t'tc CITY OF TIGARD COMPANY: o'' /0 d fru 7 BUILDING DIVISION �t © ��ti 5� D`, l/t PHONE: c0 q 72' ?g8 By —Th RE: 16I C S Gv 1ocPrii c?( �i`s� ��t—`'D//y (Site Address) Permit um er) 1- Yo t2 S ‘e r d PA.- _e (Project name or subdivision name and lo umber) ATTACHED ARE THE F 0 LOWI G EMS: Copies: Description: ` Copies: Description: Additional set(s) .• pl.,Is Revisions: Cross section(s) ant de•1.47 . Wall bracing and/or lateral analysis. XFloor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: FOR O>�'FICE SE ONLY Routed to Pe t Techni 'an: Date: 6 _ bj f Initials: (13 Fees Due: [ Yes No Fee Description: Amount Due: $ $ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes trallo one Applicant Notified: Date: d7/2//`-/ Vt-f Aim a fez 4--?W Initials: ¢— 1:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012 RECEIVED AUG 7 2014 REVISED CITY OFTIGARD STRUCTURAL CALCULATIONS.ING DIVISION FOR OFFICE COPY Lyons Residence Addition 16141 SW 104th St REVISION Tigard, OR �<< co PRO,c4. c� s�i 77'97 tj-i fir/ V Al •, "?r m. v.cG`" 1211.4 ___I A 9.8∎/1 ao s-s -14 p oocz gvnao urs Or+ t9CD N-0‘1A TtD)C l S 'Co BKG Engineers, Inc. (EK) was retained in a limited capacity for this project_ Design is based upon information provided by the client who is solely responsible for accuracy of it. IENK has prepared these calculations solely for the items listed above. The owner, architect, and/or contractor shall hold BK — harmless-for-any-member-or-system-not-part-or'this-analysis. Contact Person: ROBERT M McCLUNG KRIM: Project: Lyons Addition• STRUCTURAL Client: Mccune Design Proj.No.: 14-167 ENGINEERS Date: 5/14 By: RMM Sheet No.: COVER 2700 SE HARRISON STREET.,MILWAUKIE OR,97222,503-607-0481,FAX 503-607-0486.mberiCbkmbinwrs.corn V:14.4 s 7k*8 rr ?rrnot 7 \y�� �“�'`N.."1“ fi r"S dal...&k` ' 711 .SAS_"Tt:tS, 1iC71.Yt. ' Ts ' 1 .W ASS . .... "Cx s,S'+ r °Ct 3 ... ' > ;*MAW;tyt 1 P44 1:1:31 L ... : iit:; ‘,,(StristA.:l .yt"? vwofri .11:?. "414' . . 71'+: -SC:T*4. .3,4 :M.711111 -1 INC project: Lyons Addition STRUCTURAL Client: Mccune Design Proj.No.: 14-167 ENGINEERS Date: 5/14 By: RMM Sheet No.: 2700 SE HARRISON STREET.,MILWAUKIE OR,97222,503-607-0481,FAX 503.607.0486. Y • .. < ., ..,...... .. • ..... ...-.. . —.,.. as ... ........... ....... .. .• •=.•.......,•, . . { — ; ii,i2 , Iiii 1 ..... ...... tft„•sn ZASE.-�"aa --- •—-.....,. (at 7- .4.o.re-- A..° 7 .: 91 . 1—,--sion ....„drirTJN4► , ,....).*:,.../ ,.....„„„:. vim A / , /,,,,.. , All 1... ....;....: ... _... II sto.......A111 , 'ii I I FrAIA. us I PI t , a W. p‹.:_,.. < ...5_. ..1.....4....1,.. ,._ , {, ,.. .. ......... y€ KC 111C it Project: Lyons Addition -14 STRUCTURAL Client; Mccune Design Proj.No.: 14-167 ENGINEERS Date: 5;1 By:_ nod- Sheet No.: 2. 2700 5E HARId$ONSTREET..MILWAUKIE OR,07222,$03-647-O48I,FAX 303407-0dd6.icibeigeweimismiorusra ..&Rmv.l-ri '.Ci[6►>1.)= . ._. '.. �i... .V., !N1.`" t. , 't " �..... "'a . ..us ..1.Y 1Q. % 4.2..8!!!),1.c`....,#44,004,,,.:"4ti -,t"... .. ,.. , . •.... ,. .._ ...... _. .. ..... .... 1„ 01 .. .. ,,...,. ._.ii: ,.t`te'"..t'C.Ra?...._ Way m rt,k ' ;_2HM'r' ...-. . . ... .. ..., .. " ' `/., '1'a . I. .. .. , ,.. ...r..... ..,.. .ti 440„. ,..i o ;'"' #e ;fr .,.. ...,•11�. i.. . YLt,ze! � * . ..... Lili4: " ati►0.,+;...t." i!ts'c. .{...-.,.'iZu, "`. I li' _got(tsttlf, 7 ,i, .,tva. .... , .' "%p,-ea.,rr-: % .c..4 ".:47 .4: ,f+,. ... ...;.... .. _ tn,..', 9` *'`... ...1 . '�.A.0 ,,Aft .U;k,,,. 1s 1r e, :�.8061011S!!" "'far..... .... . .,... I 1o1 ._k` . 1012- }' ;*.) -�f:tt'.` t. . ...f.. 1 n. s ,,"\'a! ` . . _:... . ‘,. :x.qt t. IMP 7, i4 .,.... : .. .4 v,,Ius;77e. ,.gt2r`S°.r;'$..'J�s.1lc ''�t ._. ... a:.. u '_. . ±p �o .� -. .,.. 1 c . ' ..a�,~�-tom INC. project Lyons Addition � - i STRUCTURAL Client: Mccune Design Proj.No.: 14-167 ENGINEERS Date: 5/14 By: RMM Sheet No.:__ 1700 Si MAMMON STRES'1',,MILWAIJ%JE 011.'9 7222,503-607-0481,FAX 5034010486. robcn@bkrng1n«:.com 5 . ,...i ,.. rl� rr•1.1 a...e..M,...�.. •4 ?. ...r...e�.../...+,.. .. T ...... . . .. `.... ..Y .. . -- r. • ! . • • • INC. Project: L Addition T- i STRUCTURAL Client: Name nraiaa Prof.No.: 14167 � ENGINEERS Daic: 5/14 By RMM Sheet No.: 3.1 1700 sE HARRISON STREET.,MILWAVK7E OR.47222.903-4547.0461,FAX 303607-4486.rotentaireepossrAtoes ■�■VU• ) BK Engineers Inc Project Title: ii ■' ■' 2700 SE Harrison St Engineer: Protect ID: 11.11■•• Milwaukie,OR Project Des STRUCTURAL ENGINEERS . _ .._. . . Wood Beam Rte-p1MCCUNE-11LYONSA-1lrevcala.ec6 ,E - 1C..1983-2014,&ild6.14.1.28,Ver8.14.128 Lam:#e4 KW Licensee-BK ENGINEERS INC Description: R4 Hip Beam CODE REFERENCES - . Calculations per NDS 2005, IBC 2009,CBC 2010,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2,400.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb•Compr 1,850.0 psi Ebend-xx 1,800.0ksi Fc-Pril 1,650.0 psi Eminbend-xx 930.0ksi Wood Species :DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.0ksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 830.0ksi Ft 1,100.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0,0 241 S(0,0.4) i V __ I • • 3.5x15 A Span=22.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. PP �s r,v_ Beam self weight calculated and added to loads Load for Span Number 1 Varying Unilorm Load: D(S,E)=0.0->0.240, S(S,E)=0.0->0.40 l tt,Extent=0.0-»22.0 ft, Tnb Width=1.011 DESIGN SUMMARY Desi•n OK Maximum Bending Stress Ratio = 0.681: 1 Maximum Shear Stress Ratio = 0.381 : 1 Section used for this span 3.5x15 Section used for this span 3.5x15 Ib:Actual = 1,880.21 psi fv:Actual = 115.96 psi FB:Allowable = 2,760.00 psi Fv:Allowable = 304.75 P si Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 12 686ft Location of maximum on span _ 20.796ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.599 in Ratio= 440 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.994 in Ratio= 265 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t C L M ft) Ft �V Iv F'v 11____11_.._ _ .,, _1111.. .. n_____1111....._ �.� +D+H 0.00 0.011 0.00 0.00 Length=22.0 fl 1 0.345 0.191 0.90 1.000 1.00 1.00 1.00 1.00 1.00 8.15 744.81 2160.00 1.59 45.54 238.50 +D+1+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.310 0.172 1.00 1.000 1.00 1.00 1.00 1.00 1.00 8.15 744.81 2400.00 1.59 45.54 265.00 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 It 1 0.681 0.381 1.15 1.000 1.00 1.00 1.00 1.00 1.00 20.56 1,880.21 2760.00 4.06 115.96 304.75 +0+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=22.0 ft 1 0.578 0.323 1.15 1.000 1.00 1.00 1.00 1.00 1.00 17.46 1,596.36 2760.00 3.44 98.36 304.75 gez .'■,■■V BK Engineers Inc Project Title: ilium •! e Harrison St et Project ID. Project Decor:OR STRUCTURAL ENGINEERS • �, T,_,_r y ,..s .`� • -�-'- • _ Fie=p:VdCCt1NE-11LYONSA-llrercelra.et6 Wood Beam ENERCALC.INC.19&32014.BuiId6.141.28.Ver.6.14.1.28 Lk.0 KW-0t00T9E 3 . — Licensee:BK ENGINEERS INC Description: R4 Hip Beam Overall Maximum Deflections-Unfactored Loads Load Combination Span Max '•'Deft Location in Span Load Combination Max.'+'Defl Location in Span D+S 1 0.9939 11.482 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is 111 Values in KIPS Load Combination Support 1 Support 2 OveraN MAXimum 2.476 4.823 Overall MINimum 1.009 1.889 D Only 1.009 1.889 S Only 1.467 2.933 D+S 2.476 4.823 • .'.,■.T 1 BK Engineers Inc Project Title: ■ m ■, V 2700 SE Harrison St Engineer: Project ID: ...,■■ 1 Milwaukie,OR Protect Descr: STRUCTURAL ENGINEERS Wood Beam Fie:ps1000NE-ALYONSA-1Vevcalcs.ec6 ENERCALG,INC.1983-2014,B ild 8.14.128,Ver.6.14.1.28 Lie.'#.KW-08007983 rnaT Licensee 8K ENGINEERS INC Description: R5 Beam at Kitchen CODE REFERENCES Calculations per NDS 2005, IBC 2009,CBC 2010,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2,400.0 psi E r Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 1,850.0 psi Ebend-xx 1,800.0ksi Fc-Prll 1,650.0 psi Eminbend-xx 930.0 ksi Wood Species : DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.0ksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 830.0ksi Ft 1,100.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 0(0.065) 0(1.89)*(2.931) $ i + + + 0(0.11 S(0.2) + + f 3 S)19 A • Span=8.0n Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.1850, S=020 k/h,Extent=0.0--»6.0 ft, Tributary Width= 1.0 ft Uniform Load: D=0.0650 k/h,Extent=6.0-»8.0 ft, Tributary Width=1.0 ft Point Load: D=1.890, S=2.935 k @ 6.0 It DESIGN SUMMARY Desi•n OK Maximum Bending Stress Ratio = 0.8313 1 Maximum Shear Stress Ratio = 0.715 : 1 Section used for this span 3.5x9 Section used for this span 3.5x9 fb:Actual = 2,312.31 psi fv:Actual = 217.83 psi FB:Allowable = 2,760.00 psi Fv:Allowable = 304.75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 5.985ft Location of maximum on span = 7.270 ft Span If where maximum occurs = Span*1 Span it where maximum occurs = Span!i 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.140 in Ratio= 685 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.246 in Ratio= 390 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios M_oment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t CL M Ib Ft V N FV +D+H 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.448 0.384 0.90 1.000 1.00 1.00 1.00 1.00 1.00 3.81 966.71 2160.00 1.92 91.58 238.50 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.403 0.346 1.00 1.000 1.00 1.00 1.00 1.00 1.00 3.81 966.71 2400.00 1.92 91.58 265.00 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.838 0.715 1.15 1.000 1.00 1.00 1.00 1.00 1.00 9.10 2,312.31 2760.00 4.57 217.83 304.75 +D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.716 0.611 1.15 1.000 1.00 1.00 1.00 1.00 1.00 7.78 1,975.91 2760.00 3.91 186.26 304.75 `A .'.,■■V BK Engineers Inc Project Tide: M . ■' 2700 SE Harrison St Engineer: Project ID: ...,■■ Milwaukie,OR Project Descr: STRUCTURAL ENGINEERS a File=p:IM000NE-11LYONSA-11 evcalcs.ece Wood Beam ENERCALC.INC.1983.2014,Bu7R6.14.1.28,Ver11.14.1.28 Lic°#; KW-06007983 Licensee BK ENGINEERS INC Description: R5 Beam at Kitchen Overall Maximum Deflections-Unfactored Loads Load Combination Span Max Dell Locaton in Span Load Combination Max.'+'Defl Location In Span D+S 1 0.2458 4.292 0.0000 0.000 Vertical Reactions-Unfactored Supposnotation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.694 4.627 . ... ..'" Overall MiNimum 1.211 1.976 D Only 1.211 1.976 S Only 1.484 2.651 D+S 2.694 4.627 36- . 111 • .• S.eti 4, A.4 4.,w.•Ca. M .. .. ,. ... ...... .--�._ _ I s �o- ----.. ... zr 1111 .r . . / .. a ��. �' _ ....... 111111111111111111____ I . .. ill . �1 � 1 IN11• Project:_ Lyons Addition STRUCTURAL Client: Mecum Desist Proj.No.: 14167 ENGINEERS Date: 5/14 By: RMM Sheet No.: 2*$4 H A R R I S O N MUST..MILWAUkZE C .91222.163-607-0It1,PAX 50114074116 . .. G Cvt'i' ,0e$,kta1..) ,;C it-'T.... . ':..t M.•t a. 1 4i tAlu.:-Lio(itio),= :3,2ip!' (.lb•st"t., .loo!'`: . . , . LA.,._. INC. Project: Lyons Addition STRUCTURAL Client: Mccune Design Proj.No.: 14-167 ENGINEERS Date: 5/14 By: RMM Sheet No.: 2700 SE HARRISON STREET.,MILWAUKIE OR,97222,503.607-0481,FAX S03-607-0486. :-� 116.194.- ' 24' -'' 5 - -7 14 1.�. 3t�t fit w .1. iiIiiii , t 1 _ , , w , [ JIlL INCA Project: Lyons Addition 1 STRUCTURAL Client: Mccune Design Proj.No.: 14-167 ENGINEERS Date: 5/14 By: RMM Sheet No.: (t 2700 SE HARRISON STREET.,MILWAUKIE OR,97222,503-607-0481,FAX 503.607-0486. roben@bkenginecrs.cam . . - . . • •.• ' •- - -- •1, ..• -- •-•-_- -'..; --- . ':- --:- ---" -- .•--- '•• - ' •-.:,.. - . .. . . . ..,,-.-. .. . .- •. .: --- - . ---- . r . . , . ' , •. . , ,,, , : i . . - , " 4 .. . . .. . ' ,, .. " I-" ----------- I 1.1„.....,,J, -\\tre" \12,,iC---- ---'-' ''"-*t i , 1. e842- 1111 1 V , t , i . \ittgivri .... 6 E•"1441. 441.. 1"---TtnnorrIPZI i H ....... t 411 JO, 11-.128 ! .. , ,. . „ .. . , . . ; ......... . ..... ..-., ..... .. . . .. . . . . , .. , . , . . - . . . _ . . , . . . . i , , ... , ...... . . ... .. ..•. . . „ .. . , ,,, .,.L ...., .....,.,, - : . ; 2 : . i . . . , . . project: Lyons Addition EIIN C 8 STRUCTURAL Client Mccune Design Proj.No.: 14-167 ENGINEERS Date: 5/14 By 1041V1 Sheet No.: -/ 2700 SE HARRISON STREE f,f4.4ILW A',,KIL Oft,17122,503 60-7 0413 I,FAx 503_407_0486 roberpobikangim,„,,„, 1 .. ta 4 . r ° , • ram gik or:11-1 • 4011111111all tY ..." ....- 4- ill i rt 001 1 ■001 T t 11114,4 1 I 1- 41).4.. I 14 i lri \\, . + 4 ..4._ . irs, .,............ • .,,,, ... „.... .;i• Ai__ A i ..;..p. , - 4 ITN r -sr , q i i . 1 t , ..„, Ai ..--1- i---- - ' ...//) 7 . 1 -1- 4 0,...,- 4 ,10, -4-- :•-.49 4-;-,ip 4- ,- ,- :,.., . A .7. ....+. ...„3.-.,,, .. I (I) -4> i --E . It i ' 4 . I INC. Project: Lyons Addition STRUCTURAL Client Mecune Design Proj.No.: 14-167 ENGINEERS Date: 5/14 By RMM Sheet No.: 6 2700 S€HARIUSON STREET.Mil WAL KM OR,97222.$03 607 001,FAX se- 7-G . robettiableteratdaale Wind Loads for Main Wind Force Resisting System (MWFRS) Using ASCE 7-05 Method 2 for all heights (gable/hipped roofs) Building Dimensions V(mph): 95 Cp N-S wind E-W wind N -S (ft): 34 Exposure B Windward Wall 0.80 0.80 E -W (ft): 36 I.: 1.00 Leeward Wall -0.50 1'30 -0.49 1.29 hm (ft): 20 Kd: 0.85 Windward Roof -0.18 0 36 -0.18 0.34 Roof Pitch: 2 :12 G: 0.85_Leeward Roof -0.54 -0.52 ,Roof Angle (deg) 9.5 NORTH - SOUTH WIND EAST-WEST WIND Oh(psf) 12.3 WALLS ROOF WALLS ROOF LW "-P": -5.2 LW "-P": -5.6 LW "-P": -5.1 LW "-P": -5.4 Het hchtt q� (psf) WW TOTAL WW TOTAL WW TOTAL WW TOTAL L2 "+P" (psf) "P" (psf) "+P" (psf) "P" (psf) "+P" (psf)1 "P" (psf) "+P" (psf) "P" (psf) 0-15 0.57 11.3 7.7 12.9 -1.7 7.3 7.7 12.8 -1.7 7.2 20 0.62 12.3 8.3 13.5 -1.9 7.5 8.3 13.4 -1.9 7.3 25 0.67 13.1 8.9 14.1 -2.0 7.6 8.9 14.0 -2.0 7.4 30 0.70 13.8 9.4 14.6 -2.1 7.7 9.4 14.4 -2.1 7.5 35 0.73 14.4 9.8 15.0 -2.2 7.8 9.8 14.9 -2.2 7.6 40 0.76 14.9 10.2 15.4 -2.3 7.9 10.2 15.2 -2.3 7.7 Sheet No.: I C' f. .9.; 4rsF. ... i . j 0 E.vs 's tfpe?,k.‘Id T..)M kt,.tf'i 0 ott.012,),- , E .`' 'a.? ."2,12,S fo, .. 4 ' ? N .. ` isk.: raT ,; yrMw �►y�tl�.w c,, .(j1,$ s ..t om1/:*MAR�a.�.�'��.�. . . t• :fit Nita CrrlDft4' rttzk i a#!peat 0 . ,. . . . isf2 +'*2)4' ,1..(*(13)6 . V44 bOt)(,541'0±% ,1. 111)-3. 4 '�«ttk 112 * . i . INC.wrie project: Lyons Addition STRUCTURAL Client: Mccune Design Proj.No.: 14-167 ENGINEERS Date: 5/14 By: RMM Sheet No.: l 2700 SE HARRISON STREET..MILWAUKIE OR,97222,303-607-0181,FAX 503-607-0486.robert@ticalgineen.com • , ,.. ; , ,s,... .. .; ..,, .,,,.....,._.. .... .,,.........i. .. 7, „:,..., , .„,-4„.„,.,.... ... . ... ...,.... . , . .., . 4.2) , = „ : .. ,.= : , , : : , i , , . . , „ . , . . . , . , . . . . q ,UGf3. AP:. TAM. .. • .. :.. : ..• Wit . i.. ._ . ... . ..... .. ..... tY' . ; i ... .... 045 . . .. s1- ; .. . 1 ;"` 4.1 OA.t1: 1,-. . o . --- .. .;tit -1.tl•5`,, _.. , ^ . ' .. . ^_.- ,.- sCa t `L1!),7, trAs , .. l n1 r_. , i1rl$ % .. = [ { g.. w-!-- -....., .. ita...3..4.1,ti4 °:;:c.. .. • .. C-=. 1ci 243. 32.2 "' . ... , -... _ : I . ! 1,,,...4 tie Il a tir : lr►f+^r: —cm. A i INC. Project: Lyons Addition STRUCTURAL Client: Mccune Design Proj.No.: 14167 ENGINEERS Date: 5/14 By: RMM Sheet No.: 2700 SE HARRISON STREET.,MILWAUKIE OR,97222,S03-607-0481,FAX 503-6074186.rObeft@bitengineas.com SIMPSON Anchor DesignerTFA Company: Date: 5/27/2014 Engineer: Page: 1/4 Software Project: Address: Version 2.0.5154.17 e Phone: E-mail: 1.Proiect Info Customer company:McCune Design Project description:Lyons Addition Customer contact name: Location.Tigard OR Customer e-mail Fastening description: Comment:V2 2.Input Data&Anchor Parameters General Base Material Design method-ACI 318-08 Concrete: Normal-weight Units:Imperial units Concrete thickness,h(inch).6.00 State:Cracked Anchor Information: Compressive strength,f�(psi):2500 Anchor type.Torque controlled expansion anchor 4�o.v: 1.2 Material:Carbon Steel Reinforcement condition:A tension,A shear Diameter(inch):0.500 Supplemental reinforcement:Not applicable Nominal Embedment depth(inch):3.875 Do not evaluate concrete breakout in tension:No Effective Embedment depth,tar(inch):3.375 Da not evaluate concrete breakout in shear:No Code report: ICC-ES ESR-3037 Ignore Edo requirement:Not applicable Anchor category: 1 Build-up grout pad:No Anchor ductility:Yes hmin(inch):6.00 Base Plate c.c(inch):7.50 Length x Width x Thickness(inch): 12.00 x 3.00 x 0.12 Cm. (inch):4.00 Sm„.(inch):4.00 Load and Geometry Load factor source:At 318 Section 9.2 Load combination:not set Seismic design:Yes Anchors subjected to sustained tension:Not applicable Strength reduction factor for„p ' kl, �d:0.4 Apply entire shear load 4t1 ontrow;No z Anchors only resin wind and/or seismic loads:Yes Figure ►a v � � r� a � � �"s Ra z T Z .' �,t �"�,'ellr � �a- ',14,H"'•-•4- • ,•,.' ' . •-....,:.,.,v,•-.:k:...,I..,6T4kvkzz44-::-. . nib� •ftwf„,,,/ Y s '� " �� e . a t 6 '- ` ,i'l�` .. 0 It-la v A fi x=.Fy �3�!:,, l Input data and results must be checked for agreement with the existing cvcumstances,the standards and guidelines must be checked for plausibility Simpson Strong-Tie Company Inc. 5956 W Las Positas Boulevard Pleasanton,CA 94588 Phone:925.580.9000 Fax:925.647.3871 vnvw.strongtie com lZ SIMPSON Anchor DesignerTm Company. Date: 5/27/2014 Engineer: _Page: 214 Software Project: Version 2.0.5154.17 Address: or Phone: E-mail: <Figure 2> , 8 1 i 1 48.00 Recommended Anchor Anchor Name:Strong-Bolt®2-1/7'0 CS Strong-Bolt 2,hnom:3.875'(98mm) Code Report Listing:ICC-ES ESR-3037 p: t , t ,,K, . 4-< 9 t6+ t F4{s eat [ =s.. •� .., + tea.. r. vor Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong•Tie Company Inc 5956 W Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax 925.847 3671 www.strongtie.corn 13 SIMPSON Anchor Designer TM Company: Date: 5/27/2014 Engineer. 'Page: _3/4 Software Project. Version 2.0.5154.17 Address: - • Phone: E-mail: 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N.(Ib) V,..(Ib) V..,(Ib) YI(VW.)2+(V,,.,)2(Ib) 1 0.0 -1070.0 0.0 1070 0 2 0.0 -1070.0 0.0 1070.0 3 0.0 -1070.0 0.0 1070.0 Sum 0.0 -3210.0 0.0 3210.0 Maximum concrete compression strain(%o):0.00 <Figure 3> O 1 Maximum concrete compression stress(psi):0 Resultant tension force(Ib):0 Resultant compression force(Ib):0 Eccentricity of resultant tension forces in x-axis,e'n.(inch):0.00 Eccentricity of resultant tension forces In y-axis,e'w,(inch):0.00 Eccentricity of resultant shear forces in x-axis,e'v.(inch):0.00 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 X o3 8.Steel Strength of Anchor in Shear(Sec.D.6.11 V.(Ib) 0:row d #9,...0V..(Ib) 6510 1.0 0.65 4232 9.Concrete Breakout Strength of Anchor in Shear(Sec.D 6 2) Shear perpendicular to edge in x-dlrect'1on: Vb.=7(4/de)°2'd..i'4fcC.,'5(Eq.D-24) 4,(in) d.(in) ,t Pc(psi) c.,(in) Vb.(Ib) 3.38 0.50 1.00 2500 16.50 24302 0.75444Vco.=0.7500(A vc/A vcc)%cry'Pc.v54'n.vVb.(Sec.D.3.3.3,D.4.1 &Eq.D-21) Avc(in2) Avco(in2) 'Pea ii 'f'cv y'n.v Vb.(ib) 4 0.750a#Vice.(b) 297.00 1225.13 1.000 1.200 2.031 24302 0.75 3231 Shear parallel to edge in x-direction: Vey=7(4,/de)"li d.k'fcCa,'S(Eq.D-24) F.(in) d.(in) 2 fc(psi) c.,(in) Vey(lb) 3.38 0.50 1.00 2500 5.33 4466 0.750d4Vm°.=0.7504(2)(Avc/Ave0)'P.c.',SF:c.v'Pc v nvVor(Sec.D.4.1, D.6.2.1(c)&Eq.D-22) Ave(in2) Avco(in2) y'«v y'ed.v S"c.v y'n.v V°y(lb) 0 0.750/4Vam,(lb) 147.00 128.00 1.000 1.000 1.200 1.155 4466 0.75 3198 10.Concrete Pryout Strength of Anchor in Shear(Sec.D.6.31 0.75444 Vcpg=0.754441(caNcep=0.75460kcp(Awc/AN.)'P.c,w1Pw.w PC.NVCp.NNb(Eq. D-31) kcp ANC(in2) Amur(in2) 'P.<N 'Pods '/'c,N y'ro.N Ni,(Ib) • 0.754a4Vcp°(Ib) 2.0 208.83 102.52 1.000 1.000 1.000 1.000 5270 0.70 4509 11.Interaction of Tensile and ShearForces(Sec.D.71 Shear Factored Load,V.(Ib) Design Strength,0V„(Ib) Ratio Status Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925 560 9000 Fax:925.847.3871 www.strongtie.corn )y SIMPSON Anchor DesignerTM Company: Date: 5/27/2014 Software Engineer: I Page: 4/4 Project Version 2.0.5154.17 Address: Phone: E-mail: Steel 1070 4232 0.25 Pass T Concrete breakout x- 3210 3231 0.99 Pass(Governs) 11 Concrete breakout y- 3210 3198 1.00 Pass(Governs) Pryout 3210 4509 0.71 Pass 1/210 CS Strong-Bolt 2,hnom:3.875"(98mm)meets the selected design criteria. 12.Warnings -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone 925.560.9000 Fax:925.847.3871 www.strongtie corn