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Home My WebLink AboutPermit Building 2019-11-26SPRINGfIELD OREGON Web Address: www.springfield-or. gov Building Permit Residential Structural Permit Numben 811-19-OO2O94-STR IVR Number: 8lLO27 287 6tB City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Add ress : permitcenter@springfield-or. gov Permit Issued: November 26,20L9 TYPE OF WORK Category of Construction: Single Family Dwelling Calculated Job Value: $L4,622.00 Description of Work: Patio Cover 600 sqft replacement Type of Work: Replacement JOB SITE INFORMATION Parcel t7032643tt700 Owner: Address: WILLS JACK FRANCIS & DONNA MARIE 1165 6TH ST SPRINGFIELD, OR 97477 PROFESSIONAL INFORMATION Business Name OWNER - Primary License ccB License Number 000000 Phone PENDING INSPECTIONS Inspection 1999 Final Building 1260 Framing t020 Zoning/Setbacks 1110 Footing Inspection Group Struct Res Struct Res Struct Res Struct Res Inspection Status Pending Pending Pending Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 8tlo272976l8 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 18O Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provasaons of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-OO1-OO1O through OAR 952-OO1-OO9O. You may obtain copies of the rules by calling the Center at (503) 232-t947. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7O1.O10 (Structural/tlechanical), ORS 479,540 (Electrical), and ORS 693.O1O-O20 (Plumbing) Printed onr 11/26119 Page 1 of 2 C: \myReports/reports//production/0 1 STAN DARD tl^ nfi Worksite Address 1165 6TH ST Springfield, OR 97477 Permit Number: 81 1-19-OO2O94-STR Page 2 of 2 Fee Description Technology Fee Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Structural building permit fee Structural plan review fee State of Oregon Surcharge - Bldg (t2o/o of applicable fees) Quantity Total Fees: Fee Amount $22.47 $36.00 $272.30 $t77.OO $32.68 $540.4s 600 Construction Type VB Printed on: ffl261L9 Occupancy Type U Utility, misc. - half rate Unit Amount 600.00 Page 2 of 2 Unit Unit Cost Sq Ft $24.37 Total Job Value: Job Value $t4,622.00 $t4,622.00 C :\myReports/reports//production/0 1 STAN DARD PERMIT FEES VALUATION INFORMATION SPRINGFIELD 'b Transaction Receipt 811-19-002094-STR IVR Number: 811027 287 618 Receipt Number: 473115 Receipt Date: 11/26/19 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54r-726-3753 permitcenter@spri n gfi eld -or. govOREGON www.springf ield-or.gov Worksite address: I 165 6TH ST, Springfield , OR 97477 Parcp-l: 170326431 1 700 Fees Paid Account codeTransaction Units date 11126119 1.00 Ea 11126t19 't.00 Ea 1'tt26119 600.00 SqFt Description Structural building permit fee State of Oregon Surcharge - Bldg (12o/o oi applicable fees) Fire SDC - New Res Construction Sq Ft fee - enter sq ftg 224 -00000 -425602-'l 030 821 -00000-21 5004-0000 1 00-00000-425605-0000 1 00-00000-424005-1 091 Fee amount $272.30 $32.68 $22.47 $36.00 Paid amount $272.30 $32.68 $22.47 $36.00 Payment Method: Check number: 5836 Payer: WILLS JACK FRANCIS & DONNA MARIE Payment Amount:$363.45 Cashier: Katrina Anderson Receipt Total $363.45 Printed: 1 1/26119 9:05 am Page I of 1 F I N_Tra nsaction Receipt_pr 11126119 1.00 Automatic Technology Fee Fee List Record lD: 81 1 -1 9-002094-STR Menu Add Delete Void lnvoice ReCalc Help $540.45 Page I of I Fee Calc. Factor: Showing 'l -5 of 5 f| Fee ltem Job Value(Calculator)$1 4,622.00 v Fee Total n n n Structural plan review fee Fire SDC - New Res Construction Sq Ft fee - enter sq ftq Structural buildino permit fee State of Oreqon Surcharqe - Bldq (12% of applicable fees) qq Unit 272.3 1 600 449.3 272.3 Ea Ea SqFt Automatic Ea Technoloov Fee Page of11 https://av-oregon.accela.com/portlets/fee/feeList.do?mode:list&module:Building 10111120t9 Cruv or SpnnrcFIELD, oREGoN Structural Permit Application 225 Fifth Street r Springfi eld, oR 97477 . PH(54 I )726-37s3 . FAX(54 I )726-3689 DEPARTMENT USE ONLY Permitno':, l]-oOzc{4 Date: q \\, \\1 iH#r This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. ?ao crrr- €.o l- CSI-()C-1Lg LOCAL GOVERNMENT APPROVAL Date: This project has final land-use approval. Signature: Date: This project has DEQ approval Signature: Zoningapproval verified: f] Yes ! No Property is within flood plain: E Yes E No CATEGORY OF CONSTRUCTION fl Commercialfi Residential ! Govemment JOB SITE INFORMATION AND LOGATION Jobsiteaddress: //U{ Co79 Sf State: Subdivision:Lot no. Reference:Taxlot: PROPERTY OWNER Address: 7 Fax:o o l-t-,S 4E-mail Building Owneg or Owner's agqnt authgrizing this application: Sign hercra )r+ctL h /4'uL !5nn inrtuflatlon is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name: Address: ZIP:State: (-/Phone:)Fax: E-mail: CCB license no. Print name: Signature: Mechanical FEE SCHEDULE 1. Valuation info4pation ,U,'l)t(a) Job description: \Occupancy Construction type: Cost per square foot: Square feet: Other information: Type of Heat: Energ' Path: fl new lalteration E addition (b) Foundation-only permit? ! Yes E No $Total valuation: 2. Building fees S(a) Permit fee (use valuation table): $(b) Investigative fee (equal to [2a]): S (c) Reinspection ($ perhour): (number ofhours x fee per hour) $(d) Enter l27o surcharge (.12 xl2a+2b+2c)\: (e) Subtotal offees above (2a through 2d)$ 3. Plan review fees (a) Plan review (65% x permit fee [2a]):$ (b) Fire and life safety (65% x permit fee [2a]):$ (c) Subtotal offees above (3a and 3b):$,.74.@ 4. Miscellaneous fees $(a) Seismic fee, 1% (.01 x permit fee [2a]): $(b) Tech fee,SYo (.05 x permit fee[2a]+PR fee [3c]) $I'OTAL fees and surcharges (2e+3c+4a+b): SUB-CONTRACTOR IN FORMATION Name CCB License #Phone Electrical Plumbing Last edited 5-5-2019 BJones Itrt 7 a q1L\ Name:r )t€E + l) I ,t-a*-l - AJl- r City:s./' Property Owner Statement Regarding Gonstruction Responsibilities Oregon Law requires residential construction permit applicants who are not licensed with the Conitruction Contractors Board to sign the following statement before a building permit can be issued. (ORS 701.325 l2ll This statement is required for residential building, electrical, mechanical, and plumbing permits. Licensed architect and engineer applicants, exempt from licensing under ORS 701.010 (7), need not submit this statement. This statement will be filed with the permit. Please check the aPproPriate box: I own, reside in, or will reside in the completed structure and my general contractor is: Name CCB#Expiration Date I will inform my general contractor that all subcontractors who work on the structure must be licensed with the Construction Contractors Board. or X I will be performing work on property I own, a residence that I reside in, or a residence that lwill reside in. lf I hire subcontractors, I will hire only subcontractors licensed with the Construction Contractors Board. lf I change my mind and hire a general contractor, I will select a contractor who is licensed with the CCB and will immediately give the name of the contractor to the office issuing this Building Permit. I have read and understand the lnformation and I hereby certify that the information on Notice to Homeowners About Construction Responsibilities' this homeowner statement is true and accurate. ''\kou-L V,i rS Print Name of Permit APPlicant Signature of Permit APPlicant ?-4 -'?D/? Date Permit #: Address: \q-ooa oq4 Lo@- 5* lssued \l..LoS. Date: \Z \n This Copy for Permit Offices lnformation Notice to Owners About Construction ResPonsi bi I ities (oRS 701.325 (3)) CONSTRUCTION CONTRACTORS BOARD PO Box 14140, Salem, OR 973095052 Telephone: 503-378-4621 - Fax: 503-373-2007 Website Address: www.oreoon. oov/ccb Homeowners acting as their own or make a substantial improvement to by being aware of Homeowners who use labor provided by workers not licensed by the Construction Contractors Board, may be considered an employer, and the workers who provide the labor may be considered employees. As an employer, you must comply with the following: Oregon,s Withholding Tax Law: Employers must withhold income taxes from employee wages at thi time employeesire paid. You will be liable for the tax payments even if you don't actually withhold the tax from your employees. For more information, call the Department of Revenue at 503-3784988. Unemployment lnsurance Tax: Employers are required to.pay a tax for unemployment insurance purposes tn the wages of all employees. For more information, call the Oregon Employment Department at 503-947 -1488. Oregon,s Business ldentification Number (BlN): is a combined number for both Oregon Withlolding and Unemployment lnsurance Tax. To flle for a BlN, go online to the oregon Business Registry. For questions, call 503-945-8091. Workers Compensation lnsurance: Employers are subjecl to the Oregon Workers Compensation Law, and must obtain Workers Compensation lnsurance for their employees. lf you fail to obtain Workers Compensation lnsurance, you could be subject to penalties and be liable for all claim costs if one of your workers is injured on the job. For more information, call the Workers Compensation Division it tf'e Department of Consumer and Business Services at 800-452-0288. Tax Withholding: Employers must withhold Social Security Tax and Federal lncome Tax from employee wageJ. you may be liable for the tax payment, even if you didn't actually withhold the tax- For a Federal EIN number, go online to www.irs'gov. general contractors to construct a new home in existing structure, can prevent many problems the following resPonsibilities: a a a a Other Responsibilities of Homeowners: Code Compliance: As the permit holderfor a construction project, the homeowner is responsible for notifying building officials at the appropriate times, so that the required inspections can be perrormlo. Homeowners are also responsible for resolving any farlure to meet code requirements that may be found through inspections. property Damage and Liability lnsurance: Homeowners acting as their own contractors should coniact iheir insurance agent to ensure adequate insurance coverage for accidents and omissions, such as falling tools, paint overspray, water damage from pipe punctures, fire, or work that must be redone. Liabiiity lnsurance must be sufficient to cover injuries to persons on the job site who are not otherwise covered as employees by Workers Compensation lnsurance. Expertise: Homeowners should make sure they have the skills to act as their own general contractor, and the expertise required to coordinate the work of both rough-in and finish trades. a a t .r^-^^^*, ^..,^a' ;innfod A-?O l A This Copy for Permit ADDRE'':lW< GB ,lfuwtT Plon Review Checklist MAP & TAXLOT: E E Oi3 Bg E E NIt Eil E u m Enter data into project log Check address on plans is correct eck to see if LDAP has been issued. LDAP Permit # Read all comments from other work groups to see if anything needs to be considered during structural review. Check Setbacks on Site Plan Check RLID to make sure taxlot matches what is shown on drawings, that topography lines are on the plans and that owner info matches Check to see if lot is sloped or flat - lf sloped, will back deck meet setbacks lf a new home is being built at Mountaingate or River Heights, check the subdivision books to see if a Geo-Tech report is req. Check soili to determine whether or not a Geotechnical evaluation should be required l"lo lf property is on septic, check for proper setbacks from building to tank, distribution box, and leach field Make sure that property is not in Flood Hazard A affected property according to Mapspring (if it is we need 3 engineers surveys)r1o Check that everything required to be engineered has engineering and that the stamp is current Check the truSs package and make sure it matches the plans (qty of trusses, type, attachements)- lf the numbering doesn't *match but the uplift and reactions look correct it is OK. Falls under field verify *Make sure that if there is HVAC equipment in the attic, the trusses were designed to support it lf rafter framing, check spans Check to see if anything over 4000lbs is bearing down on strip footings. lf so this needs to be enlarged. t{c Check Hold Downs, highlight hold downs for the inspector Check Foundation Venting Check for propane tanks; look for setbacks, siesmic attachments, and protection of the tank. Make notes on plans with stepped foundations how far back they need to be from the edge of the cut and the uphill cut. Check header sizes Check footing sizes Make sure that if rebar is used that it has minimum cover depths. Check energy code requirements *Make sure that insulation called out meets the energy code and if not make note of the required R value. xOn additions/remodels where existing conditions come into play, see code section N1101.3 & table N1101.2 Check tempered glazing (hazardous locations, windows in stairwell, within 24" of door, etc) Check bedrooms for egress (window sizes, make sure that garage door to house doesn't go into bedrooms) az u n 4 Er4,. E E G u ffi pERMtT #:[9 _ OOZ-O34 _ sTE g. 'Tm Ytg TI m!!u ill tr U! EI Z !E Ea Check to see if there is a living area above the garage, if so, make note of 5/8" type X gyp board fire separation requirement. Check for mechanical equipment protection (bollards) in the garage lf DETACH ED ga rage is being built less tha n 3ft to existing structu re it needs to have 1/2 CVp boa rd on the interior wa lls lf Garage is elevated, make sure columns supporting underfloor of garage are continous to footing (make note on plans) Check fire/sound separation assembly on 2 family dwellings Check for smoke alarms/Carbon Monoxide alarms (look on electrcial sheets if there aren't any shown on floor plan) Check wall bracing Check minimum room size Make sure that minimum bathroom fixture distances are met Check to make sure stairs meet code Check roofing materia s Check for atti c access a underfloor access on Check beam sizes Read over all the general notes to make certain that nothing was missed and there are no conflicts lF new SFD or ADU, make sure that Willamalane form is attached. Transfer all notes made by other work groups until there are two identical sets of plans (jobsite and city set) lnclude sta rd attachments Exterior Wa ll Envelope Se lf-Certification Form Moisture Content Acknowledgement Form High-Efficiency Lighting Systems Oregon Residential Specialty Code (ORSC) Noise Ordinance Notice Smoke Alarm Ventilation Requirements for Kitchens and Bathrooms Green Approved Plans Cover Sheet (Found under "Cover" in file cabinet) Make sure that on all new square footage, that a Fire SDC is charged. Add all inspections and fees into Accela (including Willamalane fee and addressing fee) Stamp plans with the "Reviewed for Code Compliance" stamp, sign the approved by line and perforate Approve Building Review line in Accela & call or email application with fees due and attach placard to jobsite set Signed electrical application received Print out the Fee Schedule and put it with the Willamalane Spreadsheet on the outside of the folder Put any inspection notes into Accela that need to be there before the plan is issued. Check off Project Log and enter today's date. panish tile, metal, etc.) plans b E EI! TII ? Plan check items/notes a)E{,F Slrl,trl FL SPRINGFIELD ,% OREGON www. sp ri n g fi e ld -or. gov Worksite address: 1165 6TH ST, Springfield, OR 97477 Parcel: 1703264311700 Transaction Receipt 81 I -1 9-002094-STR Receipt Number: 472363 Receipt Date:9/11/19 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54t-726-3753 permitcenter@sprin gfield-or.9ov Fees Paid Transaction date 9t11t19 Units 1.00 Ea Description Structural plan review fee Account code 224-00000425602-1 030 Fee amount $177.00 Paid amount $177.00 Payment Method: Check number: 5831 Payer:WILLS JACK FRANCIS & DONNA Payment Amount:$177.00 Cashier: Katrina Anderson Receipt Total:$177.00 Printed: 9/1 1/19 8:50 am Page 1 of 1 Fl N_Transaction Receipt_pr i* Project: Location: MSRB3 Multi-Span Roof Beam [20'15 lnternational Building Code(2015 NDS)] 3.5 lN x 7.5 lN x 20.0 FT (2 + I + 9) #2 - Hem-Fir - Dry Use Section Adequate By'. 11.4o/o Controlling Factor: Moment DEFLECTIONS Left Center Rioht Live Load -0.09 lN 2U520 0.12 IN UBBB 0.13 lN U853 Dead Load -0.02 in 0.04 in 0.05 in Total Load -0.12 IN 2Ll416 0. 16 lN L/687 0.18 lN L/615 Live Load Deflection Crileria: U240 Total Load Deflection Criteria: U180 REACTIONS Live Load Dead Load Total Load Bearing Length AB 1 165 tb 21 09 tb 683 lb 1319 tb '1848 tb 3428 tb 1.30 in 2.42 in c 749 lb 415 tb 1 164 tb 0.82 in MATERIAL PROPERTIES #2 - Hem-Fir Base Values Adjusted Fb= 850 psi Fb'= 1248 psi Cd=1 .15 Cl=0.98 CF=1.30 Fv= 150 psi Fv'= 173 psi Cd=l.15 E = 1300 ksi E' = '1300 ksi Fc-l= 405psi Fc-f,= 405psi Controlling Moment: -3062 ft-lb Over right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2, 3 Controlling Shear: 1728 lb At left support of span 3 (Right Span) Created by combining all dead loads and live loads on span(s) 2, 3 !. *.. - ,-. ' $mah'v--'V StruCalc Version 10.0. 1.6 912412019 8:44:32 AM LOADING DIAGRAM lz ft Bending Stress Shear Stress: Modulus of Elasticity: Comp. a to Grain: Comparisons with required sections Section Modulus: Area (Shear): Moment of lnertia (deflection): Moment: Shear: ROOF LOADING Roof Live Load Roof Dead Load Roof Tributary Width Side One Roof Tributary Width Side Two Wall Load RLL = RDL = TW1 = TW2 = WALL = Left 25 psf 15 psf 7.5 ft0ft0 plf Center 25 psf 15 psf 7.5 ft 0ft 0 plf Rioht 25 psf 15 psf 7.5 fi 0ft 0 plf BEAM LOADING Total Live Load Total Dead Load (Adjusted for Roof Pitch) Beam Self Weight Total Load Left 188 plf 1 16 plf 5 plf 308 plf Center 188 116 A 308 Right 188 plf 1 16 plf 5 plf 308 plf plf plf plf plf Reo'd 29.44 in3 15.02 in2 56.77 in4 -3062 ft-tb 1728 tb Provided 32.81 in3 26.25 in2 123.05 in4 3412 ft-tb 3019 tb BEAM DATA Span Length Unbraced Length-Top Unbraced Length-Bottom Roof Pitch 3 Left Center Rioht 2 n 2 ft ft ft :'12 I 0 v ft gft ft 0ftft 9ft Roof Duration Factor 'l . l5 Notch Depth 0.00 struualc LU Project: Location: MSRB5 Multi-Span Roof Beam [2015 lnternational Building Code(2015 NDS)] 3.5 lN x 7.5 lN x 27.O FT (9 + I + 9) #2 - Douglas-Fir-Larch (North) - Dry Use Section Adequate By 24.3% Controlling Factor: Moment DEFLECTIONS Left Center Riqht Live Load 0.'11 lN L/1009 0.07 lN L/1479 0.11 lN L/1009 Dead Load 0.05 in 0.00 in 0.05 in Total Load 0.15 lN L/697 0 08 lN L/1409 0.15 lN L/697 Live Load Deflection Criteria L1240 Total Load Deflection Criteria: L/180 REACTIONS Live Load Dead Load Total Load Bearing Length A 759 tb 438 tb 1 197 tb 0.55 in D 759 tb 438 tb 'l 197 tb 0.55 in BC 2025 tb 2025 tb 1203 lb 1203 lb 3228 tb 3228 tb 1.48 in 1.48 in BEAM DATA Left Span Length I ft Unbraced Length-Top 0 ft Unbraced Length-Bottom I ft Roof Pitch 3 :12 Roof Duration Factor 1 .15 Notch Depth 0.00 Center Riqhtgft gft oft oftgft gft MATERIAL PROPERTIES #2 - Douglas-Fir-Larch (North) Base Values Adiusted Bending Stress: Fb = 850 psi Fb'= 1253 psi cd=1. 1 5 Ct=0.99 CF=1.30 Shear Stress: Fv = 180 psi Fv'= 207 psi Cd=1 .15 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Comp. 'L to Grain: Fc - a = 625 psi Fc - A' = 625 psi Controlling Moment: -2756 ft-lb Over right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s) 1, 2 Controlling Shear: 1697 lb At left support of span 3 (Right Span) Created by combining all dead loads and live loads on span(s) 2, 3 . ! r, StruCalc 9.0) *-*sffi\t Ei"-1i;.';V StruCalc Version 1 0.0.1.6 912312019 3:59:19 PM Comparisons with required sections: Section Modulus: Area (Shear): Moment of lnertia (deflection): Moment: Shear: Req'd 26.39 in3 12.3 in2 31.78 in4 -2756 ft-lb 1697 lb Provided 32.81 in3 26.25 in2 123.05 in4 3427 ft-tb 3623 tb LOADING DIAGRAM ft ft ROOF LOADING Roof Live Load Roof Dead Load Roof Tributary Width Side One Roof Tributary Width Side Two Wall Load Left RLL = 25 psf RDL = 15 psf TW1 = 7.5 ft TW2= 0 ft WALL = 0 plf Center 25 psf 15 psf 7.5 ft0ft0 plf Raoht 25 psf 15 psf 7.5 ft 0ft 0 plf BEAM LOADING Total Live Load Total Dead Load (Adjusted for Roof Pitch) Beam Self Weight Total Load Left Center Right 188 plf '188 plf 1 16 plf 1 16 plf 6 plf 6 plf 309 plf 309 plf 1BB 116 6 309 plf plf plf plf SMITH Thayne From: Sent: To: Subject: SMITH Thayne Monday, September 23,2019 3:50 PM jwil lis4@comcast.net' 1165 6th Street Hello Jack, I am looking at your patio cover plans this afternoon and I have some additional questions. As I look at your overhead site plan, the patio appears to be 20'x 32' (minus the angled corner at the north east side), but the exterior elevation end view shows an overall of 18'. Please clarify which is correct and let me know if the rafter spans change. Also, do you have the manufactures product data with recommended uses for the "1" brackets that you are using. I found an A88 bracket but only in 8" not l-0". lt also looks like the holes are already drilled in the brackets but I don't have any information on the fasteners that are recommended by Simpson. lt looks like these should be through bolted through the post and lag bolted into the rafter tail. Simpson is usually particular about their fasteners though. qf,iut-n-a-W[.r-(gtS}r3glr-ii-tl-h- P,JUa-n-sEka-m,lBr-gg Crv op SPRTNGFTELD 225,srH STREET SPRTNGFTELo, OR 97477 Ts tu rr n @ s pnt r.l c F I Et-p-o R. oov P - 54t-726-3783 F - 541-726,-36A9 1 l. f!1b N ih? \$ ,\.() G-+C..\i s,--S Cf,\tss/cv t,tr\V Ir 4'* TJN t") Se,Aa*# fifu,r*m#b "Pv.\rru #a.r,JE71'*- lrJ H= HH EH C) #gm*u,ft., i *$rrul-du,',te I)L IJ- I Y ybh' rJtT'' \ I,fr \, s] N \g t "{*t4 "S wr /c?' -r $'# l 7C' ES@u I i*i ""*'--"-'-'- "' I. ..t f*d 1,, l3 \e [, I I I T I I I I I I II I I I I I l II I 1 I : I It #x,'l::t;i 6'prr Nwrf"' lb,5'l iI! 'ti ri!,.,e.nk..*,br* t1...,. a'=,' flC '" iil:r ' uu1;'' ' 'tl''! ' ##f f"*'o.* ' (Lx B rrrx 2 r'" n :[ \t ,t. r;il $'*rtlt lI ,{t l3'4" .#fx^l lqI ,' , ,r')i;. ,, I" i:- ,,.;"7 r - -)- ,, r I t"'il,' I r I l''frfr'' tiL'' I ) 1 t I : i l i i I i i I i. 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Eugene Lowe's! il thlpplng t Fallvery O Availeblel tr@ 'Tl oooC' IDoirAisle 14, Bay 18 6ct S% OFF. EVERY DAY or 6 Monthg Spee iat FinancinE.' ',"gffei sdrilE€t Is ered[ approrai 6Htt €dtitinl ee eefireiflsd t**ft Blher efEdil gfrefb' ir{in inrurti purehase equtnd, Exctusie,ns appiy, Product lnfsrmation g, CHAil IVITH LOlirI I of4 e Description 9130/2019,11:17 AM E National Hardware l0-in Steel Zinc-Plated Corner Brace at Lowes.com https://www.lowes.corr/pdA.Iational-Hardware-10-in-Steel-Ztnc-Pla... r DeeiEned fur ehegts, toreeng, windowr, fumiturc, ete r UEed for reinfureing inside of right engle somer joints r Produd deoign ellowg br guiek and eesy repeir of Een€ral household itemE r Eerew holeg are oountercunk @ Specifications Size - Measurement (lnches) tength Mearuremont Flnlrh Manufacturer Color/Finish Material Ordcr Status Steel tow€'g eredit eard 1.25 1O-in Nailr Requlred Faekago Quantlty uiltPEe \ lnstattatiEn Scrviccs wA 1 30161900 towe'E AppE Carcers II THE FIRET TO KhOW E Sign up ftr Emails to Eet exelueive offens, tips end mgre. CONNECT TVITH USEvO r Zinc-plated Zinc Plated -Tt ooo-(t 0)o- llffiEg Gift eards ABOUT LOWE'S Company Ovcrvicw lnveEtor Relations Newsroom STORES & SERVICES Find a Store Store Dircetory Brand Dlrectory ldeas & How=Tos ln=Store Serviees CUSTOMER SERV!CE Rebateg Rcturns & Exehanges Shipping & Delivery c[ cnAr $,rrH Lowt 2of4 Corporate 9/3012019.11:17 AM E E 9-11-2019 Jack Wills 1165 6th St Springfield,OR 9t4ll 36o-9o9-o975 Proposed patio cover replacement 6oo sq ft All metalconnectors to be Simpson Strong-Tie. Brackets for Post #t will be SURz6Z, Skewed 45'ioist hanger. Post bases that will be anchored into existing concrete will be secured with Simpson Strong-Tie, AT-XPIo anchoring adhesive. Post base to be Simpson Strong-Tie EPB++PHDG elevated post base with approx t t/2" elevation. Each rafter end will be secured to ioists or header with Simpson Strong-Tie Ht Hurricane Tie. Patio cover to have gutters and down spouts with drainage )' away from post bases.