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Permit (173)
, , Building Permit Application RECEIVEDVSJD L—` , Residential •. FOR OFFICE USE ONLY lig City of Tigard APR 1 4 201C Received /6 �1 /y k1. /�--Of)/U Date/By: l/� �LYJ Permit No.: 13125 SW Hall Blvd.,Tigard,OR 9722 1 y Plan Review Phone: 503.718.2439 Fax: 503.598L'�+ V� !(BARD Date/By: Other Permit: l I c A It I) Inspection Line: 503.639.4175 LDINO DI VI IOA' Date Ready/By: Juris: ® See Page 2 for Internet: www.tigard-or.gov OKA Notified/Method: Supplemental Information 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 [1 Addition/alteration/replacement 0 Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application./ Valuation: $ l(Q 000 0 I-and 2-family dwelling ❑Commercial/industrial 0 Accessory building ❑Multi-family Number of bedrooms: 0Master builder L_f Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: q 7 75 S t.,J Ft New dwelling area: square feet -l-r City/State/ZIP: y c ©Q 7), L� 'j Garage/carport area: square feet Suite/bldg./apt.no.: Project name: 1 "`o v-tp5.9...(____ Covered porch area: square feet Cross street/directions to job site: Deck area: 1./60 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. indicate the value(rounded to the nearest dollar)of all Tax map/parcel no.: equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. o` i „grip-, y fit,c K Valuation: $ / ,Q: I Existing building area: square feet New building area: square feet 0 PROPERTY OWNER 0 TENANT Number of stories: Name: Type of construction: Address: Occupancy groups: City/State/ZIP: Existing: Phone:( Fax:( ) New: ET''APPLICANT 0 CONTACT PERSON BUILDING PERMIT FEES* — — ry (Please refer to fee schedule) Business name: Pti.+�,)C- Structural plan review fee(or deposit): Contact name: g+ 1 t..tC•Zw�S Ac �Address: z30 5 1 ``"-1 FLS plan review fee(if applicable): Total fees due upon application: City/State/ZIP: Al(9La— 0 r_ 00 G y 3)_ 7 5�(4 ( ) Amount received: to6 •O/ Phone: � tJ Fax: : PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* E-mail: — Commercial and residential prescriptive installation of CONTRACTOR roof-top mounted otoVoltaic Solar Panel System. Business name: C (1)4.A) �j+4 Submit, two(2)sets o oof plan with connectio etails and fire department acre along with the 0 Oregon Address: (01'3 q a .. ,< Solar Installation Specialty ' de ch tst. City/State/ZIP: "<ivics o1 9.----��J' 97/o G Permit Fee(includes i view $180.00 and ad ' .strative Phone:(24 ) t d .-c)g,0 Fax:( ) State sur %of permit fee): $21.60 CCB lic.: 17 2$a-1 5 1/+!I? Total fee due upon application: S201.60 Authorized signature: This permit application expires if a permit is not obtained �'� within 180 days after it has been accepted as complete. Print name: W - _ r i�(.. _ Date: l e *Fee methodology set by Tri-County Building Industry 1 F� Service Board. I:\Building\Permits\BUP-RESPetmitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB) r Building Permit Application Checklist One- and Two-Family Dwelling FOR OFFICE LSE. ()NIA Cityof Tigard Received Date/By:ivePermit No.: r 13125 SW Hall Blvd.,Tigard,OR 97223 Associated C Phone: 503.718.2439 Fax: 503.598.1960 permits: T I GARD 24-Hour Inspection Line: 503.639.4175 ❑ Electrical ❑ Plumbing ❑ Mechanical Internet: www.tigard-or.gov ❑ Other: THE FOLLOWING ITEMS ARE REQUIRED FOR PLAN REVIEW Yes No N/A I Land use actions completed. See jurisdiction criteria for concurrent reviews. ❑ ❑ ❑ 2 Zoning. Flood plain,solar balance points,seismic soils designation,historic district,etc. ❑ ❑ ❑ 3 Verification of approved plat/lot. ❑ ❑ ❑ 4 Fire district approval required. Name of district: ❑ 0 ❑ 5 Septic system permit or authorization for remodel. Existing system capacity ❑ ❑ ❑ 6 Sewer permit. ❑ ❑ 0 7 Water district approval. ❑ ❑ ❑ 8 Soils report. Must carry original applicable stamp and signature on file or with application. ❑ ❑ ❑ 9 Erosion control 0 plan ❑permit required. Include drainage-way protection,silt fence design and location of catch- ❑ ❑ ❑ basin protection,etc. 10 3 Complete sets of legible plans. Must be drawn to scale,showing conformance to applicable local and state ❑ ❑ 0 building codes. Lateral 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 copyright violations exist. 11 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-ft.elevation differential,plan must show contour lines at 2-ft.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 of coverage;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 ❑ ❑ ❑ and location. 13 Floor plans. Show all dimensions,room identification,window size,location of smoke detectors,water heater, ❑ ❑ ❑ furnace,ventilation fans,plumbing fixtures,balconies and decks 30 inches above • ade,etc. 14 Cross section(s)and details. Show all framing-member sizes 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. ❑ ❑ 0 Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope. Full-size sheet addendums 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- 0 0 0 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 0 ❑ ❑ locations. Show attic ventilation. 18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered ❑ 0 0 systems,see item 22,"Engineer's calculations." 19 Beam calculations. Provide two sets of calculations using current code design values for all beams and multiple joists 0 0 0 over 10 feet long and/or any beam/joist carrying a non-uniform load. 20 Manufactured floor/roof truss design details. 0 0 ❑ 21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas-piping schematic is required 0 0 0 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 0 0 ❑ architect licensed in Ore on and shall be shown to be a licable to the ro'ect under review. 23 Three(3)site plans are required for Item 11 above. Site plans must be 8-1/2"x 11"or 11"x 17". 0 24 Two(2)sets each are required for Items 16, 19,20 and 22 above. ❑ 0 ❑ 25 Building plans shall not contain red lines or tape-ons. "Mirrored"building plans will not be accepted. ❑ ❑ ❑ 1 26 "Reversed"building plans must meet criteria outlined in the Permit&System Development Fees document. ❑ ❑ ❑ 27 "Drawn to scale"indicates standard architect or engineer scale. ❑ ❑ 0 28 Site plan to include tree size,type and location per approved project street tree plan(if applicable),and City of Tigard ❑ ❑ ❑ 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, ❑ ❑ ❑ including decks,patio covers(over non-impervious surface)and accessory structures to existing residential dwellings on a lot of record approved prior to September 9, 1995. I:\Building\Permits\BUP-RESPermitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB) City of Tigard IIII ■ " COMMUNITY DEVELOPMENT DEPARTMENT T 1 c n rt o Building Permit Review — Residential Building Permit #: h{c4 6,—CO /4I Site Address: /?"S'" <SY() A ?Z, ,� &) Project Name: VhDP1,00,Se-77. Lot #: (New dwelliti[g=subdivision name;Addition or,Alteration=last name of ov,tier) Planning Review Proposal: ..a,J chtZ I? & ,_ 11� Verifysite address/suite#exists and active 4n permit system. iiiver Terrace Neighborhood: No El Yes,See River Terrace Review Addendum Attached ii Sit Plan Elements: IWhree(3)copies of site plan sting structures on site If ite plan must be on 8-1/2"x 11"or 11 x 17"paper Footprint of new structure (including decks)with finished V yawn to scale(standard architect or engineer scale) floor elevations t 'orth arrow pe . 'ty locations(required for new,may apply for additions) ite address,project or subdivision name and lot number 1, 1 nation of wells/septic systems { plicant information(name and phone number) p:°•sion control(including drainage-way protection,silt fence II Lot dimensions and building setback dimensions esign,location of catch basin,etc.) W'- `area,building coverage area,percentage of coverage and 1YA trees names impervious area(applicable if R-7,R-12,R-25&R-40) 0 et tree size,type and Ofkperty corner elevations(2 foot contour lines if more than 'fisting trees to be retained with drip line,and tree 4 foot differential) protection measures Clean Water Services—Service Provider Lettttee lot platted prior to 9/10/1995): it Required: ❑ Yes,applicant was notified Ltd No Received: ❑ Yes ❑ No OC Public Facilities Improvement(PFI) Permit/ ' Required: ❑ Yes,applicant was notified IIG No Applied For: ❑ Yes E No,stop intake and Use Case#: 1 oning: /2- S. 5 Setbacks: Front aC) Rear /S— Side .$ Street Side _Lfi arage a(') i1❑ Landscape Requirement: 0/0 ❑ of Coverage Maximum: 4,11 t [Building Height: Maximum Height SO i Actual Height a y/" / Visual Clearance Easements tlSensitive Lands: ❑ Yes ❑ No Type I Urban Forestry Plan Condition "Met"prior to>issuance of building permit /� �! Notes: .,�' it /t'�� -7 S7�C� -S co.7.fl 47a.,_1' Approved By Planning: • Date: Revisions (after Building Submittal only) Reviewer Date 9 Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved '/ Revision 3: ❑ Approved ❑ Not Approved r Al I:\Building\Fonns\BldgPermitRvw_RES_012116.docx Building Permit Submittal / Original Submittal Date: //ti iit Site Plans: # 111 Building Plans: # Building Permit#: Qf Enter building permit#above. Workflow Routing: 12 Planning 2 Engineering L? Permit Coordinator G'Building Workflow Sign-off: Sign-off for Planning(include notes from planning review) Route Application Documents: Q Engineering: (1) copy of permit application, (1) site plan, (1)building plan and original plan review routing form. Building: original permit application, site plans,building plans,engineer and beam calculations and trust details,if applicable,etc. Notes: By Permit Technician: (::::., ...„4 A Date: qA/4o Engineering Review Slope at building pad: Conditions"Met"prior to issuance of building permit Easements (encroachments)per engineering conditions of approval and plat Water Quality/Quantity Facility: Assess Water Quality Fee in-lieu: ❑ Yes ❑ No Assess Water Quantity Fee in lieu: ❑ Yes ❑ No LIDA Facility on lot: Cl Yes ❑ No ❑ NOT Approved by Engineering: Date: Notes: Approved by Engineering: IL 12 Date: _ :_-_018._.-74_ Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved Revision 3: El Approved ❑ Not Approved Permit Coordinator Review ❑ Conditions "Met"prior to issuance of building permit ❑ Approved, NOT Released: Date: 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: "SDC Fees Entered: Wash Co Trans Dev Tax: ❑ Yes F N/A Tigard Trans SDC: ❑ Yes N/A Parks SDC: ❑ Yes cii N/A Xi'"-OK to Issue Permit Approved by Permit Coordinator: CA'l D_ \.9_• Date: I:\Building\Forms\BldgPermitRvw_RES_012116.docx • Dab 1-71E067 Boise Cascade 114E7) Great products are only the beginning.Building Materials DistnbutI ? i 4 -..' 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' , :•! i i 1 , , : • 1 , . i -4-- -44 ' -! .• i . € , • ; : , 4- --4. ! ----1 i ''''' i :• € i i 1 ke (A:-.• J.„? e"--1 4-let-- i, . i ; :• •. ; . : . , . . : : . •. ...:..NH..„...wra....x,.....lkMi[bWifNf+tiii......".".„...ad._........aJ.s. .y..aAtruurxauubafu»rffia_,, 1 D i Boise CascaEIE Great products are only the beginning. 1 Building Materials Distplpoji 4 2016 CITY OF TIGARD DIIILDI�IC� DlVl�l( �•� I iiiii �- E f € _ ..._ _ q 1i I n' I f • • • ........... • • • • • ............... .......... ._.. a ._._... .......... .._... .. ........ ...... ... ..._ ... • Jr' 20' 13 -`1-i- -- Fos) i7 a M" —7-z- f t iiSZja a " f rly Pe— J"'3 — --- 41Nrr3eceir _— Cil 161 r 1 Nh /-` - \ , ic , t fO C aGi4 4' 16' *** SilverScreen Solid Modeler 9.23.0 Demo License *** 10'11/4' 18'11' `11 © 31 I- - 12'3/4' 2'8 1/2' 2'4 1/2' 1'10' BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 5'2 I/2' 2 4'I' B 15'II 1/4' 3 7'2 3/4' C 19'5 3/4' 4 6' Post spacing is measured center-to-center. Depth of post-in-concrete footers---0' *** SilverScreen Solid Modeler 9.23.0 Demo License *** .--:- { 1 Ilk i .' Ill p .__,---,,-,- . ..♦ • • "* SilverScreen Solid Modeler 9.23.0 Demo License ' [01 -\\Ip h c` *** SilverScreen Solid Modeler 9.23.0 Demo License *** ollth ri 6t k !'' #.. r :,, , "._. 7 . ' e ' ; SIMPSON BC/BCS Post Caps StrongTie The BCS allows for the connection of 2-2x's to a 4x post or 3-2x's to a 6x post. Pilot boles tor manufacturing purposes�� Double shear nailing between beam and post gives added strength.The BC series offers 1\ (Do not Install bolts)(Typ.) dual purpose post cap/base for light cap or base connections. / Pilot holes for MATERIAL:18 gauge FINISH:Galvanized.Some products available in ZMAX® '° manufacturing •, `, coating;see Corrosion Information,pages 13-15. f�� purposes ;, INSTALLATION: •Use all specified fasteners.See General Notes. N r (Do not install f s y • z bolts)(Typ.) , Do not install bolts into pilot holes. II , JI I BC8 •BCS:install dome nails on beam;drive nails at an angle through -1 t . Beam S the beam into the post below to achieve the table loads -( ' J Flanges F Cap/ •BC:install with 16d commons or 16tlx2'/z"joist hanger nails. Base •Post bases do not provide adequate resistance to prevent members I 1 L� c BC4 Cap/Base ( e,. from rotating about the base and therefore are not recommended for non 11/1) (BC6 similar) top-supported installations(such as fences or unbraced carports). ,w2 l'1ti •To tie multiple 2x members together,the Designer must determine the fasteners Post Flanges y Plot holes for /`r �w' , required to loin members to act as one unit without splitting the wood. �f manufacturing purposes / (Do not install bolts) i / 1 CODES:See page 12 for Code Reference Key Chart. ,, , , el Base I (TYp•) all These products are available with additional corrosion protection.Additional products on sue. Bottom ' r '4f 1 ) ty this page may also be available with this option,check with Simpson Strong-Tie for details. \ f► F _ ` y vThese products are approved for installation with the Strong Drive® I $o I SD Connector screw.See page 27 for more information. I•` i > Dimensions Fasteners .''I,' r tF Post Flanges KdY///III >y Model i )'Q.'3 Code ie�Li No. Beam Post Base `$'ll Ref. BC60 Half Base BCS2-2/4 W1 w2 L1 L2 Ha Hz Flange Flange Bottom '"'fit :oi8ral (other similar) U.S.Patent 5,603,580 CAPS 1.Allowable loads have been Lateral .rBC4 3%6 3%6 2% 2% 3 3 6-16d 6-16d - 0:= 112,127,L4,L5,Fii increased for wind or -. la BC46 39/1e 51/2 4% 2% 3/ 21/2 12-16d 6-16d - C�; earthquake with no further Q increase allowed;reduce a BC4R 4 4 4- 4 3- 3. 12-16d 12-16d - - ' QQr. 1�'P rii BC6 5'/z 5'/z 4a/e 4% 3% 3% 12 16d 12-16d - 1050 2000 112,L4,F11 where other loads govern. 1 2.Structural composite lumber „ BC6R 6 6 6 6 3 3 12-16d 12-16d 1050 2000 columns have sides that ' ,,i BC8 7'/z 7Yz 71/2 7'/z 4 4 12-16d 12-16d 1800 2000 show either the wide face or , rr ' III'BCS2-2/4 3% 39Ae 2% 2% 215A6 215Ae 8.10d 6-10d 30 ..iQ25 112,127,L4,L5,F11 the edges of the lumber strands/ t., <° j♦ 9A6 21%6 12-16d 6-16d veneers.Valuesainto in the tables BCS2-3/6 4% 5%6 4% 2% 3 • ` 0Q,`,1495' 112,L4,Fii reflect installation the wide BASES face.See technical bulletin .rBC40 3%116 - 3Y4 - 2'/, - - 6-16d 4-16d )0 . 735 127,L5 T-SCLCOLUMN for values on T ICaI BCS BC4OR 4 - 4 - 3 - - 6-16d 4-16d k 10 yA the narrow face(edge).735 170 3.Base allowable loads assumes Installation BC460 5'/z - 3% - 3 - - 6-16d 4-16d . 48i0 ' 35, nails have full penetration into II IBC60 51/2 - 5/ - 3 - - 6-16d 4-16d 450 735 127,L5 supporting member.Loads do not BC6OR 6 - 6 - 3 - - 6-16d 4-16d 450 735 apply to end grain post installations. t. BC80 71/2 - 71/2 - 4 - - 6-16d 4-16d 450 .735,• 170 4.NAILS:16d=0.162"dia.x 31/2°long, ' BCBOR 8 - 8 - 4 - - 6-16d 4-16d ;450,n'at '735 22-23=fo0.r other dia.x 3 i long.See page for nail sizes and information. LCC Lally Column Caps I CCOS Steel Column Caps Lally column caps and steel column caps provide adequate bearing length for larger girder reactions. MATERIAL:LCC-12 gauge;CCOS-7 gauge FINIS :LCC-Simpson Strong-Tie®gray paint;CCOS-G90 Galvanized I INSTALLATION:•Use all specified fasteners.See General Notes. F1 •LCC-Fit the lally column cap over the lally column and attach to the girder. 44 •CCOS-Attach steel column cap to column end plate with(4)Simpson Strong-Tie Quik Drive®XQ112S1224 self tapping screws(provided)and attach to girder. Install with 9/e hex driver.See flier F-CCOS for additional 1: ill CCOS applications. , CODES:See page 12 for Code Reference Key Chart. I �� rl Lally Allowable Loads Model w Girder Nails' Column Download1.2•a•4 Uplift F16 Code No. Outside Ref. Diameter DF/SP/SPF LVL/PSL/LSL (160) (160) Refer to LCC4.5-3.5 4% Triple 2x10/12 _ 8-16d 31/2 15820 - - , 1615 ! Note 5 CCOS3.12 3% Double 2x10/12 10-10d - 10200 - 1020 2200 LCC3.5-3.5 3% 3.5 LVL/PSL/LSL 8-16d 31/2 - 15820 - 1615 Typical LCC5.25-3.5 Installation LCC3.5-4 3% 3.5 LVL/PSL/LSL 8-16d 4 - 20670 - 1615 ( connecting a 3-ply LVL and a CCOS3.62 3% 3.5 LVL/PSL/LSL lO-10d - - 16665 1020 2200 31/2"diameter(O.D.)steel column LCC4.5-4 4% Triple 2x10/12 8-16d 4 20670 - - 1615 CCOS4.62 4% Triple 2x10/12 10-1Od - 15300 - 1020 2200 LCC5.25-3.5 5% 5.25 LVL/PSL/LSL 8-16d 31/2 - 15820 - 1615 170 LCC5.25-4 5% 5.25 LVL/PSL/LSL 8-16d 4 - 20670 - 1615 ,11 CCOS5.50 51/2 5.25 LVL/PSL/LSL 10-10d - - 22100 1020 2200 t /I� LCC6-3.5 6Ya Quad 2x10/12 8-16d 31z 15820 - - 1615 I LCC6-4 61/6 Quad 2x10/12 8-16d 4 20670 - - 1615 ' ,,I111pl 1 LCC7-3.5 7'/e 7 LVL/PSL/LSL 8-16d 31/2 - 15820 - 1615 iiii 1 it LCC7-4 7Ye 7 LVL/PSL/LSL 8-16d 4 - 20670 - 1615 . I CCOS7.25 71/2 7 LVL/PSL/LSL 10-10d - - 27525 1020 2200 1.Loads may not be increased for short-term loading. column with an Ye"fillet weld around the entire pipe. 2.Allowable loads are determined using the lowest of the 6.The CCOS must be attached to the column cap plate with(4)Quik bearing loads using Fc-perp equal to 425 psi for SPF, Drive XQ112S1224 self-tapping screws through the end plate and 625 psi for DF and 700 psi for LVUPSULSL. into the bottom of the CCOS.Max column cap plate thickness=1%", 3.Loads are for a continuous beam. 7.All pipe columns need to be designed by a qualified Designer. 4.Spliced conditions for the LCC must be detailed by the CCOS minimum column diameter is 3". Designer to transfer tension loads between spliced members 8.CCOS caps can resist out-of-plane(F2)forces up to 2200 lbs. Typical CCOS5.50 Installation by means other than the lally column.The splice condition provided the beam is braced to resist torsional rotation. connecting a 3-ply LVL load is 6750 lbs per beam side for LCC must be evenly loaded. 9.NAILS:16d=0.162"dia.x 31/2"long,10d=0.148"dia.x 3"long. I and a steel column 5.To achieve lateral loads the LCC nine must he welded to the Rao nano 99-9'1 fnr nthar nail ci,ac anal infnrmatin., 65 • r,'' a , il i ,� /tj 1°�i� , , .:gr S 4+W ao- ' � � . x 5_ . ... ' L ` 1E SIMPSON LUS/HUS/HHUS/HGUS Double Shear Joist Hangers Strong-Tie e �EERE4 Thisproduct is preferable to similar connectors because of 1"for 2x's v� 1/16"for3x'sand4x's a)easier Installation,b)higher loads,c)lower installed cost, • Ilo ? or a combination of these features. o-7 __— o f 1 .1 10 See Hanger tables on pages 77-82.See Hanger Options l ej. `1 o d on pages 233-243 for hanger modifications,which may result in ° o reduced loads. -, C( O m H e` a fi' -° o �°i ° All hangers in this series have double shear nailing.This innovation 10 d • rc distributes the load through two points on each joist nail for greater ) °I strength. It also allows the use of fewer nails,faster installation,and �C I p l the use of standard nails for all connections. (Do not bend or L ,0 °.: q}, ° e °I remove tabs.) ' o { MATERIAL:See tables,pages 77-82. � �' FINISH:Galvanized.Some products available in stainless steel or HUS210 2,,l' e ZMAX®coating;see Corrosion Information,pages 13-15. I• W --E e (K (HUS26,HUS28, �'' i2z's { = INSTALLATION •Use all specified fasteners.See General Notes. !, and HHUS similar) �HUS412 °4zs ,cp cp •Nails must be driven at an angle through the joist or truss 'LUS28 into the header to achieve the table loads. 25�•l •Not designed for welded or nailer applications. J I•i . (. °- 4 ° e •16d sinkers(0.148'dia.x 3'/a'long)may be used where j < .°ea m °10d commons are specified with no reduction in load. ° ° °Sa m Where 16d commons are specified,10d commons or �6 I •^. q °• 16d sinkers(0.148"dia.x 3A4 long)may be used at 0.85 ° s a Q°, ° ce,, of the table load. 6 ;) 1 A . �: •With 3x carrying members,use 16dx21/z nails into 6 6 a • the header and 16d commons into the joist with no .: <' 01 • , 4'' load reduction. ° ` `� - •With 2x carrying members,use 10dx11/2'nails into the , 441' header and 10d commons into the joist,reduce the load HGUS46 $ ; to 0.64 of the table value. •Use stainless-steel(SS)nails with stainless-steel HGUS3.25/12 (SS)hangers. , OPTIONS:•LUS hangers cannot be modified. 6HUSC Ga,# ,I •HUS hangers available with the header flanges turned in Concealed Flanges )Vt' "' ,I for 2-2x(31/a')and 4x only,with no load reduction. (not available for HHUS, ; See the HUSC Concealed Flange illustration. HGUS and HUS2x) ;-, : a '' f a .I ® Double Double Shear Dome Double-Shear I'. 1. j �- Nailing � Nailing Side View ;:�' • �. Shear �( •Side View r. (available on Typical LUS28 Installation / .1 Nailing • Do not IF .. some models) ' TopView 1 use 0.148x3"(10d common) bend tab i. U.S.Patent 5,603,580 or 0.148x33/4"(16d sinker)nail FACE MOUNT HANGERS - SOLID SAWN LUMBER (DF/SP) . These products are available with additional corrosion protection.Additional products on ,These products are approved for installation with the Strong-Drive° this page may also be available with this option,check with Simpson Strong-Tie for details. SD Connector screw.See page 27 for more information. Dimensions(In.) Fasteners DF/SP Allowable Loads Installed Joist MIN Co t In ex Code Size Model No. Ga W H B Max Header Joist Uplift Floor Snow Root Ref. (160) (100) (115) (125) SAWN LUMBER SIZES 'LU24 20 19/6 31/4 112 — 4-16d 2-10dx1 Y 265 555 635 685 Lowest 17,127,F6,L5,L17 - 2X4 �LUS24 18 1%6 3% 13/a — 4-10d 2-10d 490 670 765 825 +3% U24 16 19/6 31/4 11/2 — 4-16d 2-10dx11/2 265 575 655 705 +67% 17,F6,L17 HU26 14 1%,6 31/26 234 — 4-16d 2-10dx11/2 335 595 670 720 +295% rLUS24-2 18 3Ya 3,/6 2 — 4-16d 2-16d 440 800 910 985 Lowest 17,127,F6,L5,L17 = DBL U24-2 16 31/6 3 2 — 4-16d 2-10d 370 575 655 705 +33% 17,F6,L17 III 2X4 HU24-2/HUC24-2 14 31/4 31/26 21/2 — 4-16d 2-10d 380 380 595 720 +240% VLUS26 18 19/6 4% 13/4 — 4.10d 4-10d 1165 865 990 1070 Lowest 17,127,F6,L5,L17 LU26 20 19/%6 4% 112 — 6-16d 4-10dx11/2 565 835 950 1030 +6% a 4% — 865 980 1055 +43% 1 d 4-10dx1/z 585 U26 16 1/16 2 6 6 2x6 a a a — 3 0 845 965 1040 +160% 17,F6,L17 Ill LUC26Z 18 1/16 4/4 1/4 6-16d 4-10dx1/z 73 HU26 14 19/i8 3'Aa 21/4 — 4-16d 2-10dx1'h 335 335 595 720 +179% Ili r 16 1% 53/6 3 — 14-16d 6-16d 1550 2720 3095 3335 +276% HUS26 17,127,F6,L5,L17 — 1280 Lowest � �LUS26-2 18 3/a 4% 2 4-16d 4-16d 1165 1030 1180 6 — 1410 +65/° not U26 2 16 3% 5 2 8 16d 4 lOd 740 1150 1305 ^^� 17,F6,L17 - These products are available with additional corrosion protection.Additional products on r These products are approved for installation with the Strong-Drivee , this page may also be available with this option,check with Simpson Strong-Tie for details. SD Connector screw.See page 27 for more information. . Dimensions(in.) Fasteners DF/SP Allowable Loads Installed Code Joist Model No. Ga M1 Uplift Floor Snow Roof Cost Index Ref. Size W H B Max Header Joist (160) (100) (115) (125) (ICI) SAWN LUMBER SIZES 'LUS26-3 18 45/e 4% 2 4-16d 4-16d 1165 1030 1180 1280 * TPL U26-3 16 45/e 4% 2 8-16d 4-10d 740 1150 1305 1410 * 160 - 2x6 14 41/,6 51/2 21/2 Min 8-16d 4-10d 760 1190 1345 1445 * HU26-3/HUC26-3 14 41/6 5'/2 2'/2 Max 12-161 6-10d 1135 1785 2015 2165 is rLUS26 18 1%6 43/4 13/4 - 4-10d 4-10d 1165 865 990 1070 Lowest LU26 20 19/,6 43/4 11/2 - 6-16d 4-10dx11/2 565 835 950 1030 +6% 17,127,F6,L5,L17 III 'LUS28 18 19/%6 6% 13/4 - 6-10d 4-10d 1165 1100 1255 1360 +23% rLU28 20 19%6 6% 11/2 - 8-16d 6-10dx11/2 850 1110 , 1270 1335 +39% p 12x8 U26 16 1%6 43/4 2 - 6-16d 4-10dx1%2 585 865 980 1055 +43% isrLUC26Z 18 1 - C 9/,e 43/, 3/4 6-16d 4-10dx1 Y2 730 845 965 1040 +160% 17,F6,L17 y S HU28 14 13/i6 51/4 2% - 6.16d 4-10dx11/2 610 895 1005 1085 +251% tu le r H U S 2 6 16 1% 5% 3 - 14-16d 6-16d 1550 2720 3095 3335 +276% m S rHUS28 16 15/8 7 3 - 22-16d 8-16d 2000 3965 4120 4220 +409% 17,127,F6,L5,L17 111 VLUS26-2 18 3% 47/e 2 - 4-16d 4-16d 1165 1030 1180 1280 Lowest !el.: 'LUS28-2 18 3% 7 2 - 6-16d 4-16d 1165 1315 1500 1625 +8% DBL U26-2 16 3% 5 2 - 8-16d 4-10d 740 1150 1305 1410 +65% al Ille 2x8 rHUS28 2/HUSC28-2 14 3'/e 73/e 2 6-16d 6-16d 1550 1595 1815 1960 +188% ca 17,F6,L17 HU28 2/HUC28 2 14 3% 7 21/2 Min 10-16d 4-10d 760 1490 1680 1805 +397% ui` le 14 3'/e 7 21/2 Min 14-16d 6-10d 1135 2085 2350 2530 +418% ili 'LUS28-3 18 45/e 6% 2 - 6-16d 4-16d 1165 1315 1500 1625 * TPL U26-3 16 45/8 41A 2 - 8-16d _ 4-10d 740 1150 1305 1410 11 2X8 HU26 3/HUC26 3 14 411/46 51/2 21/2 Min 8-16d 4-10d 760 1190 1345 1445 * 160 " - 14 41%6 512 21/2Max 12-16d 6-10d 1135 1785 2015 2165 EL QUAD HU28-4/HUC28-4 14 14 6% 6% Min 10-16d 4-16d 900 1490 1680 1805 * 2X8 14 14 6% 6% Max 14-16d 6-16d 1345 2085 2350 2530 'LUS28 18 19%6 65/8 13/4 - 6-10d 4.10d 1165 1100 1255 1360 Lowest VLU28 20 1%6 63/e 11/2 - 8-16d 6-10dx1%2 850 1110 1270 1335 +13% 17,127,F6,L5,L17 ILUS210 18 1%6 713/6 13/4 - 8-10d 4-10d 1165 1340 1525 1650 +15% rLU210 20 1%6 713/6 11/2 10-16d 6-10dx11/2 850 1390 1585 1715 +28% 2x10 U210 16 19%6 7t3/,6 2 - 10-16d 6-10dx1'/2 1110 1440 1635 1685 +76% 1111 VLUC210Z 18 1%6 73/4 13/4 - 10.16d 6-10dx11/2 1100 1410 1605 1735 +180% 17,F6,L17 lb HU210 14 13'16 7% 2% - 8-16d 4-10dx11/2 610 1190 1345 1445 +225% rHUS210 16 1% 9 3 - 30-16d 10-16d 3000 4255 4445 4575 +450% lit 'LUS28-2 18 3% 7 2 - 6-16d 4-16d 1165 1315 1500 1625 Lowest 17,127,F6,L5,L17 rLUS210-2 18 3% 9 2 - 8.16d 6-16d 1745 1830 2090 2265 +34% U210-2 16 31/8 812 2 - 14-16d 6-10d 1110 2015 2285 2465 +88% 17,F6,L17 11. DBL rHUS210-2/HUSC210-2 14 3% 9%6 2 - 8-16d 8-16d 3295 2125 2420 2615 +217% 17,F23,L17 i 2X10 HU210 2/HUC210 2 14 3% 813/,6 2'/2 Min 14-16d 6-10d 1135 2085 2350 2530 +441% 17,F6,L17 14 3% 813%6 21/2 Max 18-16d 10-10d 1895 2680 3020 3250 +467% ilb HUCO210-2-SDS 14 29/i6 9 3 , - 12-'/4"x2'/2"SDS 6-%"x2'/z'SOS 2510 4680 4955 4955 * F23 It r'HHUS210-2 14 35%6 9%2 3 - 30.16d 10-16d 4000 5635 6380 6880 F23 je 'LUS28-3 18 4% 6% 2 - 6-16d 4-16d 1165 1315 1500 1625 ** 160 11 'LUS210-3 18 45/8 83A6`" 2 - 8-16d 6-16d 1745 1830 2090 2265 * U210-3 16 4% 73/4 2 - 14-16d 6-10d 1110 2015 2285 2465 TPL HU210 3/HUC210 3 14 41%6 89%6 21/2 Min 14-16d 6-10d 1135 2085 2350 2530 * 17,F6,L17 2X10 14 41%6 83/i6 21/2 Max 18-16d 10-10d 1895 2680 3020 3250 * rHHUS210-3 14 411/16 8'/8 3 - 30-16d 10-16d 4000 5635 6380 6880 * rHGUS210-3 12 41%6 9% 4 - 46-16d 16-16d 4095 9100 9100 9100 17,F23 HUCQ210-3-SDS 14 4% 9 3 - 8-1/4"x21/2"SDS 4-1/4"x2'/"SDS 2510 4680 4955 4955 * F23 II HU210-4/HUC210-4 14 6% 8% 21/2 Min 14-16d 6-16d 1345 2085 2350 2530 * 160 QUAD 14 6%e 8% 21/2 Max 18-16d 8-16d 1795 2680 3020 3250 2x10 rHHUS210-4 14 6% 8% 3 - 30-16d 10-16d 4000 5635 6380 6880 * F23,160 ®HGUS210-4 12 6%6 91/e 4 - 46-16d 16-16d 4095 9100 9100 9100 * • rLUS210 18 18/,6 713/,6 13/4 - 8-10d 4-10d 1165 1340 1525 1650 Lowest 17,127,F6,L5,L17 'LU210 20 13A6 713%6 112 - 10-16d 6-10dx11/2 850 1390 1585 1715 +11% U210 16 1%6 713/6 2 - 10-16d 6-10dx1%2 1110 1440 1635 1685 +53% 17,F6,L17 ID 2x12 rLUC210Z 18 1%a 73/4 13/4 10-16d 6-10dx11/2 1100 1410 1605 1735 +180% 17,127,F6,L5,L17 Ili HU212 14 13/%6 9 2% - 10-16d 6-10dx11/2 1135 1490 1680 1805 +347% 17 F6,L17 11 rHUS210 16 1% 9 3 - 30-16d 10-16d 3000 4255 4445 4575 +378% III rLUS210-2 18 3'/e 9 2 - 8-16d 6-16d , 1745 1830 2090 2265 Lowest 17,127,F6,L5,L17 U210-2 16 3% 812 2 14-16d 6-10d 1110 2015 2285 2465 +40% 'LUS214-2 18 3% 1015/6 2 - 10-16d 6-16d 1745 2110 2410 2610 +56% DBL rHU5210-2 14 3%6 93%6 2 , - 8-16d 8-16d 3295 2125 2420 2615 17,F6,L17 2x12 rHUS212-2/HUSC212-2 14 3% 103/4 2 - 10-16d 10-16d 3635 2660 3025 3265 * S 14 31/e 108%6 21/2 Min 16-16d 610d 1135 2380 2685 2890 HU212 2/HUC212 2 14 3% 10'/,6 21/2 Max 2 2 16d 10-10d 1895 3275 3695 ` 3970 +411% Ili HUCQ210-2-SDS 14 2%6 9 3 - 12-'/4"x2W SOS_6-1/4'x21/2"SDS 2510 5460 5560 5560 * F23 See footnotes on page 79. CODES:See page 12 for Code Reference Key Chart. 77 CITY OF TIGARD MASTER PERMIT I . ' COMMUNITY DEVELOPMENT Permit#: MST2019-00149 T 1(1 A n n 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 05/09/2019 Parcel: 2S106AD06800 Jurisdiction: Tigard Site address: 12947 SW RIVER TERRACE BLVD Subdivision: RIVER TERRACE EAST Lot: 175 Project: Bhatt Project Description: 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: $18,112.50 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: 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: 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: Y Other Description: Roof top PV system 7.245 kW 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: BHATT,URMIL ASHWIN&MAMTA URMIAURIC SOLAR LLC Required Items and Reports(Conditions) 12947 SW RIVER TERRACE BLVD 9530 SW TUALATIN-SHERWOOD RD BEAVERTON,OR 97007 TUALATIN,OR 97062 PHONE: 312-863-1607 PHONE: 503-716-3055 FAX: Total Fees: $365.19 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 0 952-001- 90. ou may obtain a opy of the rules or direct questions to OUNC by calling 5 . 32.1987 or 1.800.332.2344. ` Issued By: /.0 i�Zi� .(/' Permittee Signature: A-- AA4' 76./ Call 5 .639.4175 by7:00 a.m.for the next available inspection date. 03 p This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approvea-piansare required-on the job site at the tine otaaafr inspection. Building Permit Application Residential t J FOR OFFICE USE ONLY City of Tigard APR 1;;;#2019 Date/Bea figrA@rAIM/I1 4 13125 SW Hall Blvd.,Tigard,OR 97223 Plan Review iirf ■: Phone: 503.718.2439 Fax: 503 598 k960 ,, Date/B : Other Permit: T I(;A R I) Inspection Line: 503.639.4175 EI Date Ready/By: Juris: Ea See Page 2 for " °'"' ` 'F � Notified/Method: Supplemental Information Internet: www.tigard-or.gov PP ,I10801 3Y 041 iia & ! rµs le 6 1{4s,11 ' J Y.L IC Permit fees*are based on thevalue the work performed. ❑New construction El Other of Indicate the value(rounded to the nearest dollar)of all ®Addition/alteration/replacement ❑Other equipment,materials,labor,overhead,and the profit for the 0ra §Sil .t :i ,f€ifs r work indicated on this application. Cl 0 1-and 2-family dwelling El Commercial/industrial Valuation: $18,112.50 El Accessory building El Multi-family Number of bedrooms: 0 Master builder @Other:Solar PV Number of bathrooms: ,4 rrs [Af ' E °l sf r" i x Total number of floors: ,..,w. a'os.A.,,.E�r W.r.,.t . L x. Job site address:12947 SW River Terrace Blvd New dwelling area: square feet City/State/ZIP:Beaverton,OR 97007 Garage/carport area: square feet Suite/bldg./apt.no.: Project name:Bhatt 177237 Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet p.. ii h 3 r 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 ' � r rrr rr r � � ' o , work indicated on this application. Valuation: $ 7.245 kW Rooftop Solar PV Installation Existing building area: square feet New building area: square feet TErK ", ,W x r r el''' t t 'r' r r Number of stories: E4M. ..m a�. ."" , K.,n to< n�fin rs e cv=xe. ..e.�.,� s,tr,a .,., ,ia .,lia•a en..o, ..R:I Name:Urmil Bhatt Type of construction: Address:12947 SW River Terrace Blvd Occupancy groups: City/State/ZIP:Beaverton,OR 97007 Existing: Phone:(312)863-1607 Fax:( ) New: rk '¢ 4r�rM € r$o f?.a R t a14 'sir .: r ....,a,. .,, J" gr,s ,, ga,# r .1t9. r,,,:,.,... � h� r r r w � Business name:Auric Solar LLC " "" ..a°"" Structural plan review fee(or deposit): Contact name:Mitchell Hampton FLS plan review fee(if applicable): Address:9530 SW Tualatin-Sherwood Rd Total fees due upon application: City/State/ZIP:Tualatin,OR 97062 Amount received: Phone:(971)803-1803 Fax: :( ) E-mail:mitchell.hampton@auricenergy.com _~4r 4 =r ..,..a ,.., ..._ 3 rte.i ' Jr r o Commercial and residential prescriptive installation of ,,, ,, 43 s # l °4 J ' ` til roof-top mounted Photo Voltaic Solar Panel System. Business name:Auric Solar LLC Submit two(2)sets of roof plan with connection details and fire department access,along with the 2010 Oregon Address:9530 SW Tualatin-Sherwood RD Solar Installation Specialty Code checklist. City/State/ZIP:Tualatin,OR 97062 Permit Fee(includes plan review $180.00 and administrative fees): Phone:(971)803-1803 Fax:( ) State surcharge(12%of permit fee): $21.60 CCB lie.:212831 Total fee due upon application: $201.60 Authorized signature:'.-i/ 'roll"11.7111111-: 1".". ,,, ,01...,ir L. " This permit application expires if a permit is not obtained '°, within 180 days after it has been accepted as complete. Print name:Mitchell lisimpton _Date.4/1712019 *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 Ont-and Two-Family Dwelling FOR OFFICE USE ONLY City of Tigard Received permit No.: 13125 SW Hall Blvd.,Tigard,OR 97223 Associated permits: i Phone: 503.718.2439 Fax: 503.598.1960 Date/By: I t, 12 D 24-Hour Inspection Line: 503.639.4175 0 Electrical El Plumbing 0 Mechanical Internet: www.tigard-or.gov 0 Other: THE FOLLOWING ITEMS ARE REQUIRED FOR PLAN REVIEW \es No N/A 1 Land use actions completed. See jurisdiction criteria for concurrent reviews. ❑ ❑ ❑ 2 Zoning. Flood plain,solar balance points,seismic soils designation,historic district,etc. ❑ ❑ ❑ 3 Verification of approved plat/lot. ❑ ❑ ❑ 4 Fire district approval required. Name of district: . ❑ 0 0 5 Septic system permit or authorization for remodel. Existing system capacity . ❑ 0 0 6 Sewer permit. 0 ❑ ❑ 7 Water district approval. ❑ ❑ ❑ 8 Soils report. Must carry original applicable stamp and signature on file or with application. ❑ ❑ 0 9 Erosion control D plan ❑permit required. Include drainage-way protection,silt fence design and location of catch- ❑ ❑ ❑ basin protection,etc. 10 3 Complete sets of legible plans. Must be drawn to scale,showing conformance to applicable local and state ❑ ❑ ❑ building codes. Lateral 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 copyright violations exist. 11 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-ft.elevation differential,plan must show contour lines at 2-ft.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 of coverage;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 ❑ ❑ ❑ and location. 13 Floor plans. Show all dimensions,room identification,window size,location of smoke detectors,water heater, ❑ ❑ ❑ furnace,ventilation fans,plumbing fixtures,balconies and decks 30 inches above grade,etc. 14 Cross section(s)and details. Show all framing-member sizes and spacing such as floor beams,headers,joists,sub- ❑ ❑ 0 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. ❑ ❑ ❑ Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope. Full-size sheet addendums 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- 0 ❑ 0 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 ❑ ❑ ❑ locations. Show attic ventilation. 18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered ❑ ❑ ❑ systems,see item 22,"Engineer's calculations." 19 Beam calculations. Provide two sets of calculations using current code design values for all beams and multiple joists 0 0 0 over 10 feet long and/or any beam/joist carrying a non-uniform load. 20 Manufactured floor/roof truss design details. 0 0 0 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 0 ❑ ❑ architect licensed in Ore•on and shall be shown to be a..licable to the 'ro'ect under review. JURISDICTIONAL 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". 0 ❑ ❑ 24 Two(2)sets each are required for Items 16, 19,20 and 22 above. ❑ ❑ 0 25 Building plans shall not contain red lines or tape-ons. "Mirrored"building plans will not be accepted. ❑ ❑ ❑ 26 "Reversed"building plans must meet criteria outlined in the Permit&System Development Fees document. ❑ ❑ ❑ 27 "Drawn to scale"indicates standard architect or engineer scale. 0 0 0 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 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 0 including decks,patio covers(over non-impervious surface)and accessory structures to existing residential dwellings on a lot of record approved prior to September 9, 1995. I:\Building\Permtts\BUP-RESPertnttApp.doc 02/24/2011 440-4613T(11/02/COM/WEB) s N.. P, Electrical Permit Application A ,h 1 6 99 FOR OFFICE FSE()NI.) City of Tigard Received 14 = .. Date/B : �% iI r 13125 SW Hall Blvd.,Tigard,OR 9723 Plan Review Phone: 503.718.2439 Fax: 503.598-1960 `'a Date/ : Related Permit#: T I ARD Inspection Line: 503.639.4175 Ready Date/By: Juris: Vi See Page 2 for Internet: www.tigard-or.gov Notified/Method: Supplemental Information ' eea ,,,.a s e's..u.•.' `F.,', ,., r'.. e.P " ,,'s ,x' :1 , n: .r ir4 x 4 n i'�.s s -. ., i '§ r2 i s 4,.�;r; .. : »,amu ., ❑New construction 0 Addition/alteration/replacement Please check all that apply(submit 2 sets of plans w/items checked): 0 ®Demolition ❑Service or feeder 400 amps or more ❑Building over three stories. Other Solar PV Array where the available fault current , ., • •;,l ❑ ,, ; • E „ ilifi # a ' 0,0 ° t _ ; . Marinas and boatyards. exceeds 10,000 amps at 150 volts or ❑Floating buildings. 0 1-and 2-family dwelling ❑Commercial/industrial ❑Accessory building less to ground,or exceeds 14,000 ❑Commercial-use agricultural amps for all other installations. buildings. 0 Multi-family ❑Master builder ®Other:Solar PV El Fire pump. 0 Installation of 150 KVA or ,E r 2 i 9 1 r I l I1 '� 4 it I h I I �i 0{xa a i}p ` `;41 i S3° ❑Emergency system. larger separately derived , ,�,.,,. :� �€,„ ....,.x.„� .. ,.,.. ..,,.,.,..k�C., ., ,.A,,,. .... ..+�F.�FI.e.,.,s,C t o ::, FrF. ..,�: ❑Addition of new motor load of system Job 4: 177237 Job site address:12947 SW River Terrace Blvd 100HP or more. ❑"A","E","t-2","1-3", City/State/ZIP:Beaverton,OR 97007 ❑Six or more residential units. occupancy. 0 Health-care facilities. ❑Recreational vehicle parks. Suite/bldg./apt.4: I Project name:Urmil Bhatt ❑Hazardous locations. ❑Supply voltage for more than ❑Service or feeder 600 amps or more 600 volts nominal. Cross street/directions to job site: r i1i s I , t i� € t tI .u,, :::ai . . u:•wr,.� . _..,i �. ,,,� ,EI•i.€,•I����r._._.,:, Description I Qty. Each I Total New residential single-or multi-family dwelling unit. Subdivision: I Lot 4: Includes attached garage. 1,000 sq.ft.or less 168.54 4 Tax map/parcel 4: Ea.add'1 500 sq.ft.or portion 33.92 1 1i1€E1i1 .,.--�,1 r�,.,x€ .itIE,I ,. 3 R 4# i,r ` 41 8 `F r -'F�i i rcr =w...��.•��^ ` .m..�� '£€,, „u � . ,�, .:E€,, .. '?f:� .._R Limited energy,residential 7.245 kW Rooftop Solar PV Installation (with above sq.ft.) 75.00 2 Limited energy,multi-family 75.00 2 residential(with above sq.ft.) gaii E1 is „ fi € € Renewable Energy ® See Page 2 ® - , � ••°-'�„' ,1,1 ,,.,,,,,I .❑„ I' t., ,.-.,.M..ifi!I .:. Services or feeders installation,alteration,and/or relocation Name:Urmil Bhatt 200 amps or less 100.70 2 Address:12947 SW River Terrace Blvd 201 amps to 400 amps 133.56 2 401 amps to 600 amps 200.34 2 City/State/ZIP:Beaverton,OR 97007 601 amps to 1,000 amps 301.04 2 Phone:(312)863-1607 Fax:( ) Over 1,000 amps or volts 552.26 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 less 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 mr r'i F h€ - r ?m E s” I , I r I : . ', Braee for branch circuits alteration,or extension,per panel ....� ..: F'ns<` ...,.. ,r`r-' -....E'-ExEw,., .,..M,.t i..... =�a,..s`r'� ' S" # Business name:Annie Solar LLC above service or feeder fee, 7.42 2 each branch circuit Contact name:Mitchell Hampton B.Fee for branch circuits without service or feeder fee,first Address:9530 SW Tualatin-Sherwood Rd branch circuit 56.18 2 City/State/ZIP:Tualtain,OR 97062 Each add'I branch circuit 7.42 2 Miscellaneous(service or feeder not included) Phone:(971)803-1803 Fax::( ) Each manufactured or modular 67.84 2 Email:mitchell.hampton@auricenergy.com dwelling,service and or feeder Reconnect only 67.84 2 ISIN1111610101115115)7=-1.A11111111110111111118110NOR Pump or irrigation circle 67.84 2 Business name:Annie Solar LLC Sign or outline lighting 67.84 2 Address:2310 S 1300 W Signal circuit(s)or limited-energy 0 See Page 2 2 panel,alteration,or extension. City/State/ZIP:Salt Lake City,UT Each additional inspection over allowable in any of the above Additional inspection(1 hr min) 66.25/hr Phone:(971)803-1803 Fax:( ) Investigation(1 hr min) 90.00/hr Email: mitchell.hampton@auricenergy.com Industrial plant(1 hr min) 78.18/hr Inspections for which no fee is 90.00/hr CCB Lic.: 212831 Electrical Lie.: C 1243 Suprv.Lie.: 6122S specifically listed('/�hr mm) ,I '.»,E, `„n 4 ,I x»„�,a.: ' 1F8 9t ,„>.�6x,a• ?",� ,rx»x, Suprv.Electrician signature,required: c T.� Subtotal: 133.56 Print name: Thaniel Bishop I Date: 4/17/2019 0 Plan Review Required(25%of permit fee): State surcharge(12%of permit fee): 16.03 Authorized signature: TOTAL PERMIT FEE: $149.59 This permit application expires if a permit is not obtained within 180 Print name: Mitchell Hampton Date: 4/17/2019 days after it has been accepted as complete. Number of inspections allowed per permit. I:tBwWaiglPernitol&LC_Po...atA"„_ELR_ERE.d,c Ro.06/17/2015 440.4615T(1l/t17/COMtWEB Electrical Permit Application—City of Tigard Page 2—Supplemental Information Limited Energy Permit Fees: Renewable Energy Permit Fees: '"rs tV .,,:3".,' 'i 3 ��3 w41G Description Qty.p Each Total Fee for all residential systems combined: $75.00 Renewable electrical energy systems: Check Type of Work Involved: 5 kva or less 100.70 2 5.01 to 15 kva 1 133.56 133.56 2 ❑ Audio and Stereo Systems* 15.01 to 25 kva 200.34 2 Wind generation systems in excess of 25 kva: ❑ Burglar Alarm 25.01 to 50 kva 301.04 2 50.01 to 100 kva 552.26 2 ❑ Garage Door Opener* >100 kva(fee in accordance with OAR 918-309-0040) 552.26 2 ❑ Heating, Ventilation and Air Conditioning Solar generation systems in excess of 25 kva: System* Each additional kva over 25 7.42 3 ❑ Vacuum Systems* >100 kva—no additional charge 0.0 3 Each additional inspection over allowable in any of the above: El Other: Each additional inspection is 66.25/hr 1 charged at an hourly(1 hr min) Inspections for which no fee is 90.00/hr ,meq gg gg specifically listed S'/:hr min f :iM Y,egg�'�. � J a y� .� � =`° fi€ , I `'� `t afi 6 er t€€ro6o i Fee for each commercial system: $75.00 Subtotal(Enter on Page 1): 133.56 * Number of inspections allowed per permit. (SEE OAR 918-309-0000) Check Type of Work Involved: ❑ Audio and Stereo Systems ❑ Boiler Controls ❑ Clock Systems El Data Telecommunication Installation ❑ Fire Alarm Installation ❑ HVAC ❑ 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.taniidinel nitshe=remdrnpp_c;.R_-ExE.doc Ravenn7n015 4 City of Tigard Building Division s 4 101' • 13125 SW Hall Blvd,Tigard, OR 97223 g Phone: 503.718.2439 Fax: 503.598.1960 PR 7 2019 T I G A R D Inspection Line: 503.639.4175 c `, www.tigard-or.gov BUIL 2010 Oregon Solar Installation Specialty Code Check List for Prescriptive Installation of Roof-Mounted PhotoVoltaic Solar Panel System Property Information Installation Address: 12947 SW River Terrace Blvd City: Beaverton Zip: 97007 Owner's Name: Urmil Bhatt Date: 4/17/2019 Contractor's Name: Auric Solar LLC CCB #: 212831 Design Parameters of the Property/Structure If"Yes", does not Flood Hazard Is the installation [11 Yes qualify for the Area Located in a flood prescriptive path, follow plain/flood way? ® No OSSC or ORSC for design requirements. Is the wind exposure ® Yes If"Yes", qualifies for Wind Exposure "C" or less? ❑ No the prescriptive path. Installations on detached Is the Ground Snow single/two-family Load 70 psf or less? dwelling/single/two- If"Yes", qualifies for family townhomes ® Yes the prescriptive path. and/or their accessory Ground structures. ❑ No Snow Load Is the Ground Snow Installations on all Load 50 psf or less? structures other than If"Yes", qualifies for ® Yes the prescriptive path. above ❑ No 1 I:/Building/Forms/PhotoVoltaic-Checklist.docx Is the construction material wood and does ® Yes Type of If"Yes", qualifies for the construction qualify Construction as "conventional light E1 No the prescriptive path. frame" construction? Is the spacing 24 inches or less? Pre-engineered trusses. ® Yes If"Yes", qualifies for the prescriptive path. ❑ No Roof framing members Is the spacing 24 inches or less? Nominal lumber. If"Yes", qualifies for ® Yes the prescriptive path. ❑ No Is the combined weight ® Yes of the PV modules and If"Yes", qualifies for racking less than or ❑ No the prescriptive path. Solar equal to 4.5 psf? installation Is the solar installation layout in accordance Yes with Section 305.4(3) of If"Yes", qualifies for 111the 2010 Oregon Solar No the prescriptive path. Code? ❑ Metal Single layer If roofing material is Roofing Check the type of ® of wood one of the three types material roofing material shingle/shake checked, qualifies for Max. two layers the prescriptive path. ❑ of composition shingle. Is the roof mounted ® Yes Connections of solar assembly the solar assembly connected to roof If"Yes", qualifies for ❑ No the prescriptive path. to the roof framing or blocking directly? z I:/Building/Forms/PhotoVoltaic-Checklist.docx ❑ Yes If"Yes", qualifies for Is the gauge 26 or less? ❑ No the prescriptive path. 115 lbs for 60 inch spacing or less? If"Yes", qualifies for ❑ Yes the prescriptive path. ❑ No Minimum Uplift rating of Clamps? 75 lbs for 48 inches spacing or less? If"Yes", qualifies for ❑ Yes the prescriptive path. ❑ No Attachment of roof mounted If the spacing falls solar systems Spacing of clamps? Minimum 24 inches within 24 inches and 60 directly to inches Maximum 60 inches inches, qualifies for the standing seam prescriptive path. metal panels Width of roofing If the width of the panel panels? 18 inches or less is less than 18 inches, inches qualifies for the prescriptive path. Minimum#10 at 24 inches o/c? Size and spacing of If"Yes", qualifies for fastener? ❑ Yes the prescriptive path. ❑ No Is the roof decking of WSP min. %2"thickness, ❑ Yes decking connected to If"Yes", qualifies for framing members ❑ No the prescriptive path. w/min. 8d nails @ 6"/12" o/c? Is the height less than or Maximum 18 inches equal to 18 inches? Height of the from the top of the If"Yes", qualifies for solar modules module to the roof ® Yes the prescriptive path. surface. ❑ No 3 I:/Building/Forms/Photovoltaic-Checklist.docx Submittal Documents required for Prescriptive Installations Show the location of the PV system in relation to buildings, structures, property lines, and, as applicable, flood hazard areas. Site Plan Details must be clear and easy to read. Minimum size of the plan is 8.5 x 11 inches. Attach a simple structural plan showing the roof framing(rafter size, type, and spacing) and PV module system racking attachment. System must be shown in sufficient detail and clarity to assess whether it Structural Plan meets the prescriptive construction requirements as listed earlier above in the matrix. Minimum size of the plan is 8.5 x 11 inches. PV Modules Manufacturer: REC Model Number: 315NP 315W Modules Listing Agency: UL 1703 4 I:/Building/Fonns/PhotoVoltaic-Checklist.docx City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 Location: Inspection Date: 12947 SW RIVER TERRACE BLVD, BEAVERTON, OR, 97007 Record Type: Record ID: Residential - Master Permit MST2019-00149 Inspection Type: Inspector: 299 Final inspection Jeff Grove Result: PASS - NoCofO Comments: Violation Summary: Inspector Contractor City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 Location: Inspection Date: 12947 SW RIVER TERRACE BLVD, BEAVERTON, OR, 97007 Record Type: Record ID: Residential - Master Permit MST2019-00149 Inspection Type: Inspector: 199 Electrical final Jeff Grove Result: PASS Comments: Violation Summary: Inspector Contractor