Loading...
Permit CITY OF TIGARD MASTER PERMIT 3 COMMUNITY DEVELOPMENT Permit#: MST2015-00163 T IGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 09/23/2015 Parcel: 2S 102CA00225 Jurisdiction: Tigard Site address: 13195 SW ASH AVE Subdivision: VIEWCREST TERRACE Lot: 20 Project: Cooper Project Description: Installation of solar photovoltaic system BUILDING Floor Areas Required Setbacks Required Stories: 0 Bedrooms: 0 First: 0 sf Basement: 0 sf Left: 0 Parking Spaces: 0 Height: 0 Bathrooms: 0 Second: 0 sf Garage: 0 sf Front: 0 Smoke Dwelling Units: 0 Third: 0 sf Right: 0 Detectors: Total: 0 sf Value: $5,000.00 Rear: 0 PLUMBING Sinks: 0 Water Closets: 0 Washing Mach: 0 Laundry Trays: 0 Rain Drain: 0 Urinals: 0 Lavatories: 0 Dishwashers: 0 Floor Drains: 0 Sewer Lines: 0 SF Rain Storm Sewer: 0 Drains: 0 Tubs/Showers: 0 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 Other Fixtures: 0 Drywell-Trench Drain: 0 Other Fixture Units: MECHANICAL Fuel Types Air Conditioning: N Vent Fans: 0 Clothes Dryers: 0 Heat Pump: N Hoods: 0 Other Units: 0 Furn<100K: 0 Vents: 0 Woodstoves: 0 Gas Outlets: 0 Furn>=100K: 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc/Feeders Branch Circuits 1000 sf or less: 0 0-200 amp: 1 0-200 amp: 0 W/Svc or Fdr: 0 Ea add9 500 sf: 0 201-400 amp: 0 201-400 amp: 0 W/O Svc/Fdr: 0 Mfd Home/Feeder/Svc: 0 401-600 amp: 0 401-600 amp: 0 601-1000 amp: 0 601+amp-1000v: 0 1000+amp/volt: 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: ALT SF VB R-3 0 Owner: Contractor: COOPER,MICHAEL F&KATHY A SOLARCITY CORPORATION Required Items and Reports(Conditions) 13195 SW ASH AVE 6132 NE 112TH AVE TIGARD,OR 97223 PORTLAND,OR 97220 PHONE 971-986-6158 PHONE: 503-894-6903 FAX: 866-445-7459 Total Fees: $368.69 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 the rules 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 . copy o les or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344. Issued By: Permittee Signature: s4�-- *1 .639.4175 by 7:00 a.m.for the next available inspection 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. L Building Permit Application Residential RECEIVED , "I ' ,I` I ` "� City of Tigard » 9 / �� Pcnnoiee xa: My ,, S'�j , 13125 SW Hall Blvd.,Tigard,OR 97223_p 9 2015 PUn R��cw �� , Pmt: Phone: 503.718.2439 Fax: 503.598.1 pnelp . gr1t1 � jai Inspection Line: 503.639.4I 75 Date R "1� lent Si See Page 2 fur Inland: www.tigard-or.gov CI,� OF TIGARD x«ificdlMcdad: q�(p i5"--ii"). SupplemeetelafurmaWe -ailiwit4G O lSU N _ 11-.0..o7 t itr3T° . , Y 'DATA/1" sperms ; ❑New construction ❑Demolition Permit fees•are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all IN Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the C'iergoostl work indicated on this application. ®1-and 2-family dwelling ❑Commercial/industrial Valuation: S 5000 El Accessory building ❑Multi-family Number of bedrooms: ❑Master builder ❑Other: Number of bathrooms: JOS INN iNFOONTA11001 OM LOCatellt Total number of floors: Job site address: 13195 SW Ash Ave, New dwelling area: square feet City/State/ZIP: Tigard OR 97223 Garage/carport area: square feet Suite/bldg./apt.no.: 1 Project name: Cooper, Mike Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet ITiatiNINIO NATAi C009111111taAlloONS aucimarr Subdivision: Lot no.: Permit fees'are based on the value of the work performed. Tax map/parcel no.: Indicate the value(rounded to the nearest dollar)of all equipment,materials,labor,overhead,and the profit for the UU( EIfllON OF WOW.. work indicated on this application. Valuation: $ PV ROOF MOUNT Existing building area: square feet New building area: square feet :4' PROPl�� ' a WW1' Number of stories: Name:Cooper, Mike Type of construction: Address: 13195 SW Ash Ave, Occupancy groups: City/State/ZIP: Tigard OR 97223 Existing: Phone:( 9711 986 6158 Fax:( ) New: ON APPLICANT CS CONTACT rime* stsionsassositrisso � Business name:r 1 it Y Corp rp Structural plan review fee(or deposit): Contact same: Melissa Farias FLS plan review fee(if applicable): Address: 6132 NE 112th Ave. Total fees due upon application:. City/StateIZlP: Portland OR 97220 Amount received: Phone:(503)894-6903 I Fax::(1868 445-7459 E-mail: MMOVOLT lCt�11 Melissa.Farias @SolarCity.com ,- - Commercial and residential prescriptive installation of R roof-top mounted PhotoVoltaic Solar Panel System. Business SOlarCily Corp. Submit two(2)sets of roof plan with connection details and fire department access,along with the 2010 Oregon Address: 6132 NE 112th Ave Solar Installation Specialty Code checklist. City/State/ZIP: Portland OR 97220 Permit Fee(includes plan review $180.00 and administrative fees): Phone:( 503) 894-6903 I Fax`(186d 445-7459 State surcharge(12%of permit fee): $21.60 CCB tic.: 180498 Total fee due upon application: $201.60 • Authorized signature: a . t i ./ This permit apphatien expires If a permit is not obtained r f within 130 days after it has been accepted as complete. I Print name: Melissa Fari. I Date: 09/08/15 I `Fee methodology set by Tri-County Building Industry Service Board. I:\Building\Permits'BUP-RESPermitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB) • Building Permit Application Checklist One- and Two-Family Dwelling FOR OFFICE USE ONLY eceived III City of Tigard tt uxie�y i Permit No.: 13125 SW W Flail Blvd.,Tigard,OR 97223 Associated permits: Phone: 503.718.2439 pox: 503.598.1960 r l GA R D 74-Hour Inspection Line: 503.639.4175 ❑ I teetrieal El Plsrnbin6 ❑ Mechanical Internet: www.tigard-or.gov ❑Other: THE FOLLOWING ITEMS ARE REQUIRED FOR PLAN REVIEW Ves No 1 Land use actions completed. See jurisdiction criteria for concurrent reviews. • • III 2 Zoning. Flood plain,solar balance points,seismic soils designation,historic district,etc. ❑ ❑ ❑ 3 Verification of approved plat/lot. ❑ 0 4 Fire district approval required. Name of district: . ❑ In E 5 Septic system permit or authorization for remodel. Existing system capacity . —0---0---- ❑ 6 Sewer permit. ❑ ❑ I] 7 Water district approval. ❑ ❑ [r 8 Soils report. Must carry original applicable stamp and signature on file or with application. El Li 9 Erosion control ❑plan ❑pennit required. Include drainage-way protection,silt fence design and location of catch- ❑ ❑--J basin protection,etc, 10 j.,Complete sets of legible plans. Must be drawn to scale,showing conformance to applicable local and state ❑ ❑ building codes. Laleral design details and connections must be incorporated into the plans or on a separate full-size sheet attached to the plans with cross references between plan location and details. Plan review cannot be completed if coppr ght violations exist. I i Site/plot plan drawn to scale. The plan must show lot and building setback dimensions;property corner elevations(if ❑ ❑ ❑ there is more than a 4-f1.elevation differential,plan must show contour lines at 2-41.intervals);location of easements and driveway;footprint of structure(including decks);location of wells/septic systems;utility locations;direction indicator;lot area;building coverage area;percentage ofcovcragc;impervious area;existing structures on site;and surface drainage. 12 Foundation plan. Show dimensions,anchor bolts,any hold-downs and reinforcing pads,connection details,vent size 0 ❑ ❑ and location. 13 Floor plans. Show all dimensions,room identification,window size,location of smoke detectors,water heater, ❑ 0 ❑ furnace,ventilation fans,plumbing fixtures,balconies and decks 30 inches above grade,etc. 14 Cross section(s)and details. Show all framing-member sines and spacing such as floor beams,headers,joists,sub- ❑ ❑ ❑ floor,wall construction,roof construction. More than one cross section may be required to clearly portray construction. Show details of all wall and roof sheathing,roofing,roof slope,ceiling height,siding material,footings and foundation,stairs,fireplace construction,thermal insulation,etc, 15 Elevation views. Provide elevations for new construction;minimum of two elevations for additions and remodels. ❑ ❑ D Exterior elevations must reflect the actual grade if the change in grade is greater titan four foot at building envelope. Full-size sheet addcndums showing foundation elevations with cross references are acceptable. 16 Wall bracing(prescriptive path)and/or lateral analysis plans; Must indicate details and locations;for non- ❑ ❑ ❑ prescriptive path analysis provide specifications and calculations to engineering.standards. 17 Floor/roof framing. Provide plans for all floors/roof assemblies,indicating member sizing,spacing,and bearing C] [] 0 locations. Show attic ventilation. 18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered ❑ ❑ ❑ systems,sec item 22,"Engineer's calculations." 19 Beam calculations. Provide two sets of calculations using current code design values for all beams and multiple joists ❑ ❑ ❑ over 10 feet long and/or any beam/joist carrying a non-uniform load. 20 Manufactured floor/roof truss design details. ❑ 21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas-piping schematic is required ❑ for four or more appliances. 22 Engineer's calculations. When required or provided,(i.e.,shear wall,roof truss)shall be stamped by an engineer or ❑ ❑ ❑ architect licensed in Ore on and shall be shown to be a livable to the . .'ect under review. ,IURISDICTIONAL SPECIFICS 23 Three(3)site plans are required for Item 11 above. Site plans must be 8-1/2"x 11"or 11"x 17". ❑ ❑ • 24 Two(2)sets each arc required for Items 16. 19,20 and 22 above. • ` • ❑ 25 Building plans shall not contain red lines or tape-ors. "Mirrored"building plans will not be accepted. • • • 26 "Reversed"building plans must meet criteria outlined in the Permit&System hevelnpment Fees document. • ❑ • 27 "Drawn to scale"indicates standard architect or engineer scale. II 0 a 28 Site plan to include tree size,type and location per approved project street tree plan(if applicable),and City of Tigard ❑ 0 Street Tree List. 29 Site plan to include trees and tree protection measures as required by conditions of approval. Tree locations,driplines, ❑ 0 and protection measures must be drawn to scale and must include the project arborist's signature of approval. 30 A Clean Water Services'Sensitive Area Pre-Screening Site Assessment form is required for all building additions, 0 ^ ❑ 0 including decks,patio covers(over non-impervious surface)and accessory structures In existing residential dwellings on a lot of record approved prior to September 9,1995. 1:1 fluilding1Permits113UP-RESPcnnitApp.doc 02/24/2011 440-4613T(I 1/02/COM/WEB) Electrical Permit Application 1 e I1t ,II i II 1 i ,I ,.\I City of Tigard E IV ED "ea ��/ � '� Permit No.: H4JI aD/S / o 13125 SW Hall Blvd.,Ti Plan Review Phone: 503.718.2439 Fax: 503.598.1960 15 DatcB . Other Permit: Inspection Line: 503.639.4175 CEP 9 2 Date RcadyBy: air la Sae Page 2 far Internet: www.tigard-or.gov J Notil'atdlMtwhod: Supplemental Information F (5,M: ). , ❑New construction ®Addit.,, ,,, 1 s" 'yment QN Please check all that apply(submit acute of plates whipns checked below): ❑Service or feeder 400 amps or more ❑Building over three stories. ❑Demolition ❑Other: where the available fault current ❑Marinas and boatyards. cu r COIRITIRECTION exceeds 10,000 amps at 150 volts or ❑Floating buildings.Oi less to ground,or exceeds 14,000 ❑Commercial-use agricultural ® 1-and 2-family dwelling ❑CommerciaL/industrial ❑Accessory building amps for all other installations. buildings. ❑Multi-family ❑Master builder ❑Other: ❑Fire pump. ❑Installation of I 50 KVA or JOB Snit @ L 4 AND LOCATION NV ❑Emergency system. larger separately derived system ❑Addition of new motor bad of ❑ Job no.:9722971 I Job site address: 13195 SW Ash Ave, Iicor monare. acaWrcn• ❑Six or more residential units. ❑Recreational vehicle parks. City/State/ZIP: Tigard OR 97223 ❑Health-care facilities. ❑Supply voltage for Mort than ❑Hazardous locations. 600 volts nominal. Suite/bldg./apt.no.: I Project name: Cooper, Mike ❑Service or feeder 600 amps or More. PER Cross strxddirections to job site: uearrlotte. I ots. 1 Fee. I Tan► I - New residential single-or multi-family dwelling unit. Includes attached garage. Subdivision: I Lot no.: 1.000 sq.R.or less 168.54 4 Tax map/parcel no.: Ea.add'I 500 sq.A.or portion 33.92 ) Limited energy,residential 75.00 2 D1lI$RJ1I!ON Or RORK (with above sq.R.) Limited energy,muki-family 75.00 2 PV ROOF MOUNT residential(with above sq.ft.) Renewable Energy ® See Page 2 Services or feeders installattouLalteration,and/or relocation 1St raorasay ow ra I ©'PVT 200 amps or less 100.70 2 Name: Cooper, Mike 201 amps to400amps 133.56 2 401 amps to 600 amps 200.34 2 Address: 13195 SW Ash Ave, 601 ampa to 1,000 amps 301.04 2 Tigard OR 97223 Over 1,000 amps or volts 552.26 2 City/State/ZIP: g Temporary services or feeders installadoa,alteration,and/or Phone:(971) 998 6158 I Fax:( ) relocation 200 amps or less 59.36 I Owner installation:This installation is being made on property that I own which is not 201 amps to 400 amps 125.08 2 intended for sale,lease,rent,or exchange,according to ORS 447,449,670,and 701. 401 amps to 599 amps 168.54 2 Owner signature: Date: Branch circuits—new,alteration,or extension,per panel MK mom NNr , lsfor A.Fee for branch circuits with above service or feeder fee, 7.42 2 Business name:SolarCity Corp. each brands circuit • B.Fee for branch circuits without Contact name: Melissa Farias service or feeder fec,first 56.18 2 branch circuit Address: 6132 NE 112th Ave Each add'l branch circuit 7.42 _ 2 City/State/ZIP: Miscellaneous(service or feeder not included) Portland. OR 97220 Each manufactured or modular (503) 894-6903 I (1866)445-7459 dwelling,service and/or feeder 67.84 2 Phone: Fax: Reconnect only 67.84 2 E-mail:Melissa.Fariap @SolarCity.com Pump or irrigation circle 67.84 2 CONTRACTOR Sign or outline lighting 67.84 2 Business name: SOIaICIt Corp. gnal circuit(s)or limited-energy See y 3? panel,alteration,or extension. Page 2 2 Address: 6132 NE 112th Ave Each additional Inspection over allowable in any of the above Additional inspection(1 hr mm) 66.25/hr city/State/ZIP: Portland OR 97220 Investigation(1 hr min) 66.25/hr Phone:(503)894-6903 I Fax:(1866) 445-7459 Industrial plant(1 hr min) 78.18/hr Inspections for which no fee is hr CCD 90.00/Lie.: 180498 I ElectricalLic.: C562 1 Suprv.Lic.: 5873S s 'Sean listed 'hhrmin) Suprv.Electrician signature,required: -'-' `' Subtotal: Print name: Nicholas Armstrong I Date:09/08/15 Plan review(25%of permit fee): State surcharge(12%of permit fee):• Authorized signature: , , ID TOTAL PERMIT FEE:is This permit application expires if a penult Net obtained within 188 Print name: Melissa Faria I Date: 09/08/15 15 days alter it has been accepted as complete. • Number or inspections allowed per permit. 1:1B6ildiat%PermsstELC_Penni2App_BLR ERE.doe Rev 05/2 tf2013 4404615T(11N5/COM/WEB Electrical Permit Application—City of Tigard Page 2---Supplemental Information Limited Energy Permit Fees: Renewable Energy Permit Fees: SIIDLNTYAI WR 4NL!Ji'. Fee for all residential systems combined $75.00 »s I Ole. I Pee I Thal f• Renewable electrical energy systems: Check Type of Work Involved: 5 kva or less 100.70 2 5.01 to 15 kva 133.56 2 ❑ Audio and Stereo Systems* 15.01 ta2skva 200.34 2 ❑ Burglar Alarm Wind generation systems in excess of 25 kva: 25.01 to 50 kva 301.04 2 ❑ Garage Door Opener* 50.01 to 100 kva 552.26 2 >I00 kva(fee in accordance with 552.26 3 ❑ Heating,Ventilation and Air Conditioning OAR 918-304-0040) System* Solar generation systems In excess of25 kva: each additional kva over 25 7.42 3 O Vacuum Systems* >100 kva-no additional charge 0.0 3 ❑ Each additional inspection over allowable in any of the above: Other: Each additional inspection is charged at at hourly(l hr min) 66.251 he 1 Inspections for which no fee is 40.00.'hr spcufictl1y halal('h hr min) COM1y RcJ L WO UK OT EteECT 1CAf,~ t'ERMJiT 9FEgs': Fee for each commercial system $75.00 Subtotal: (SEE OAR 918-309-0000) Plan review,if required(25%ofpctrnit fee); Stain surcharge(12%of permit fee): Check Type of Work Involved: TOTAL PERMIT PEE: This permit appticatiois expires if a permit is eel obtniaed Mehl'180 ❑ Audio and Stereo Systems days after It Las been accepted as eample°. • homier of inspcuUnna allowed per permit. ❑ Boiler Controls ❑ Clock Systems ❑ Data Telecorrununication Installation ❑ Fire Alarm Installation ❑ i-IVAC ❑ Instrumentation ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control* ❑ Medical ❑ Nurse Calls ❑ Outdoor Landscape Lighting* ❑ Protective Signaling ❑ Other Total number of commercial systems: *No licenses are required. Licenses are required for all other installations 1:VSuild yp:Parn5u.E1.C_PctnIApp l£Lt 1tan.dac Rc,05/212U13 a Version #49.2 SEP 9 2015 l 14441 • RU 117'i SolarLity Bur rY ��7� 0 September 1, 201511V( L+I'ti ,iON Project/Job #9722971 RE: COVER LETTER Project: Cooper Residence 13195 SW Ash Ave Tigard,OR 97223 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = 2010 OSISC&2010 OSSC,ASCE 7-05,and 2005 NDS - Risk Category = II - Wind Speed = 95 mph, Exposure Category C - Ground/Roof Snow Load = 25 psf(Unreduced) - MP1: Roof DL = 11 psf, Roof LL/SL = 25 psf On the above referenced project, the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure requires structural upgrades as detailed in the plan set to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. The structural roof framing including the specified upgrades and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2010 OSISC&2010 OSSC. Please contact me with any questions or concerns regarding this project. FQ` PRQFE. cu�\co� CAGINEc 6'/0 Uer •I345PE,/' Digitally signed by John Calvert John A. Calvert, P.E. Date:2015.09.02 T OREGO Professional Engineer 09:38:02-06'00' ° 16 201 P'. T: 888.765.2489 x51508 Exp: 12/31/15 ti email: jcalvert @solarcity.com A. CPA- 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com A *?2"t 78.DC NIG 71101486:DC HIS 71101488,HI CT-29770,MA HK; C 168 @7,2.MO MH 17€3;)48,NJ,3VHOS,a.OAGO, .. .:q o, LiLL1458.PP:,7 N43.TY Tr fl:'m08.NA GC,,'SOLArLO'cl1g07. 2)'.13 l.nC:uv a[ z:tc ruse. .ci .+ 09.01.2015 ,, N44444s Version #49.2 r'r� SolarCity PV System Structural __ Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Cooper Residences; AHJ: Tigard Job Number: 9722971 Building Code: 2010 OSISC& 2010 OSSC Customer Name: Cooper, Mikeillialt Based On: IRC 2009/ IBC 2009 Address: 13195 SW Ash Ave ASCE Code: ASCE 7-05 City/State:! Tigard, OR Risk Category: =NW II Zip Code 97223 Upgrades Req'd? Yes Latitude/ Longitude: 45.424580 -122.774792 Stamp Req'd? TrIMIT^- Yes SC Office: Portland PV Designer: Brady Gilchrist Cover Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Seismic Considerations 3 Structure Analysis (Loading Summary and Member Check) 4 Hardware Design (PV System Assembly) 5 or I I t� •'„. c``` am' s* . • vi 44 .--- � ° ;` Farina Creek P t■,. 0 � f 1 •Or Tigard Public Library to {N Fy 2 ' i t agery 2015 DigitalGlohe_ Metro, Portland Oregon. State of Oregon, U.S Geological Survey 13195 SW Ash Ave, Tigard, OR 97223 Latitude:45.42458, Longitude: -122.774792, Exposure Category: C SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS Seismic Design Code ASCE 7-05 Latitude 45.4246 Longitude -122.7748 SRA at Short Period Ss amink, 0.971 USGS SRA at 1s Period Si 0.347 USGS Soil Site Class 4.11111111111111111r 4.111alla 11111111111111111 D IBC 1613.5.2 Seismic Design Category SDC D USGS Seismic Check Required(Ss:' IBC 1613.1 0.4g&SDC ? D)? ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed PV System Area Dead Load Weight PV System Weight 391 sf 3 psf 1,172 lbs •Total Weight of PV System W(vv) 1,172 lbs Weight of Roof on Existing Building Sum Area of MPs with PV 674 sf _ Portion of Roof Weight Area Dead Load Weight „„ Roof 674 sf 11.0 psf 7,415 lbs Ceiling 674 sf 5.5 psf 3,708 lbs MEIN Interior Walls (Top Half) 415 sf 5.0 psf 2,077 lbs Exterior Walls(Top Half) 415 sf 8.5 psf 3,531 lbs AIIIIMINt Net Weight of Roof Under PV W(exist) 16,731 lbs Check% Increase of Roof Weight / Seismic Shear Load % Increase of DCR of Lateral W 7.0% IBC Sect. 3404.4 Force Resisting System cvv)/ (exist) Increase Seismic Shear Load < 10%, -> [OK] Note: Seismic base shear is directly proportional to roof weight. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 ���� -4 Member Properties Summary i x MP1 Horizontal Member Spans Upgraded Rafter Properties Overhang 2.16 ft Net W 3.00" Roof System Properties Span 1 12.99 ft Equiv D 6.43" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 - A 19.30 in.^2 Re-Roof No Span 4 _ SX 20.70 in.^3 Plywood Sheathing Yes Span 5 Ix 66.61 in.^4 Board Sheathing None Total Rake Span 15.93 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.33 ft Wood Species DF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.58 ft Wood Grade #2 Rafter Slope _ 18° PV 2 Start _ Fb _ 900 psi Rafter Spacing 24"O.C. PV 2 End F„ 180 psi Top Lat Bracing _ Full _PV 3 Start E 1600000 psi Bot Lat Bracing At Supports PV 3 End Em;„ 580000 psi • Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.05 11.6 psf 11.6 psf PV Dead Load PV-DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SLI'2 25.0 psf x 1 I x 1 25.0 psf 25.0 psf Total Load(Governing LC) TL _ 36.6 psf - 39.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Cs)(Is)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D + S 1.15 1.00 0.97 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 48 psi 2.2 ft. 207 psi 0.23 D 4 i; Bending(+)Stress 915 psi 8.8 ft. 1428 psi 0.64 D+ 5_ Bending(-)Stress -109 psi 2.2 ft. -1379 psi 0.08 D Total Load Deflection 0.49 in. I L/334 8.7 ft. _ 1.37 in. I L/120 0.36 1 1 s a A • • CALCULATION OF DESIGN WIND LOADS - MP1 11/11111111 111111111111111111111111111111111=1. .: Mounting Plane Information Milli 1 Roofing Material Comp Roof PV System Type 11,1 _ SolarCity SleekMountT'" Spanning Vents No Standoff(Attachment Hardware) Roof Slope 18° Rafter Spacing 24"O.C. Framing Type/Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only ' Standing Seam/Trap Spacing SM Seam Only _ NA Wind Design Crit-'° Wind Design Code 1111111.1.11111 ASCE 7-05 Wind Design Method Partially/ by Enclosed MIIIIMMIMPI Basic Wind Speed 111111101111111 95 mph Fig. 6-1 Exposure Category C 11111111111.111 Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height` 1: 11.11.111- Section 6.2 Wind Pressure Calculation Coefficients 41111111111MMMPIPIRRIA =',1 Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor 111111.1111111FriCtt 11111111.; 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 111111 . MIIMI 1111111 1.0 .1. Table 6-1 r Velocity Pressure qh = 0.00256(Kz) (Kzt)(Kd)(VA 2)(I) Equation 6-15 18.6 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GCp) Equation 6-22 Wind Pressure Up plup).._ -16.2 psf Wind Pressure Down P(down) 10.0 psf ALLOWABLE STANDOFF SPACINGS - " ,111, NM' X-Direction Y-Direction Max Allowable Standoff Spacin Landscape 72' 39" • Max Allowable Cantilever Landscape RIIIAIIIIMMhllIlIlIllmdllIllIllIllIll NA dil Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib IIIIIIMIIIIIIIIIIIIIIIII 20 sf . PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff 4. T-actual -284 Ibs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity IIIIIL I I 56.7% 1=111.111111.111111.111111 , X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever Portrait M 20" 'IIIIL,NA Standoff Configuration Portrait Staggered i Max Standoff Tributary Area MIEr Trib 22 sly 6 PV Assembly Dead Load W-PV 3.0 psf 1, Net Wind Uplift at Standoff 111111.11.1 T-actual illi=4111111111111111111111111111r318 lbs Uplift Capacity of Standoff T-allow 500 lbs j Standoff Demand/Capacity AMP.'' DCR jalINIMMIN 63.5% 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 13195 SW ASH AVE, TIGARD, OR, 97223 Residential - Master Permit 199 Electrical final PASS MST2015-00163 Jeff Grove 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 13195 SW ASH AVE, TIGARD, OR, 97223 Residential - Master Permit 299 Final inspection PASS - No C of O MST2015-00163 Jeff Grove Violation Summary: Inspector Contractor