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Permits - Permit# SP-2020-00017 - 4325 Channel Road - 1/1/2020iq CITY QP 1 P 'R�<< XX &I1NINE503A City of Spring Park Permit Permit Number: SP-2020-00017 Issue Date: 4/30/2020 Zoning Type: RESIDENTIAL Use Type: IRC-1 To Schedule an Inspection Call: 952-442-7520 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS • MON-FRI: 8AM-4:30PM NO HOLIDAYS Details Site Address: 4325 CHANNEL ROAD, SP, MN 55384 Description: Remodel main level, replace upper level deck and guardrail, new front entry deck and porch, replace 33 windows, re -side and re -roof entire house. Permit Granted To: J Permit Type: BLDG - Remodel, Small Residential Homeowner's Name: STEVEN J MEYERS Permit Exp: 10/25/2020 Phone Number. Valuation: $120,000.00 j i Parcel #: 1911723120034 --� _- --- _ ---_- ____.... ----- ----- ---------------.---- Fees(5) Receipt # Product Sale Date Quantity Date Paid Status Pmt Info Amount 7847 License Lookup 3/28/2020 1.00 4/29/2020 Paid Check: 5013 $5.00 7847 Lead Certification 3/28/2020 1.00 4/29/2020 Paid Check: 5013 $5.00 7847 State Surcharge 3/28/2020 1.00 4/29/2020 Paid Check: 5013 $60.00 7847 —Permit Fee 3/28/2020 1.00 4/29/2020 Paid Check: 5013 $1,414.00 .. 7847 Plan Review Fee 3/28/2020 1.00 4/29/2020 Paid Check: 5013 $919.10 Total: $2,403.10 Notes • This permit is issued in accordance with and subject to all provisions of Ordinances and policies governing building and zoning in City of Spring Park. • Permit Holder/Contractor/Owners Agent is responsible to call for the inspections! • Permit Packet, including approved plan, and this inspection record must be posted in an accessible location before calling for inspection. Maintain this inspection record until work is complete. • No deviations from the approved plans are allowed without prior consent from the building inspections department. • To Owner, Occupant, or Contractor. It is ILLEGAL TO OCCUPY this area/building until all required final inspections have been made, approved, signed, and certificate of occupancy issued! M Scott Qualle, Building Official City of Spring Park *4349 Warren Avenue ♦ 55384 Copyright ©2020 Poor Quality Document. Disclaimer The original or copy of a document or page of a document presented at the time of digital scanning contained within this digital file may be of substandard quality for viewing, printing or faxing needs. CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue SP-2020-00017 Spring Park, MN 55384 ❑ Handout Given Phone: 952.471-9051 Fax: 952-471-9160 ❑ Lead Handout Given Routed to MNSPECT SITE ADDRESS: 14 3 2 97 C h o on e l Rd S,o/"t u Pat' ff9 PID: 1) Was the home constructed before 1978? (YES I$, confirlue YAK line 2, NO ❑ continue without completing EPA Section) 2) Will the work disturb 4 sq ft of interior painted surfaces or Z20 sq ft of exterior painted surfaces? (YESca go to line 4, NO o line 3) 3) Are there any windows being replaced? (YES In, go to line 4, NO o continue without completing EPA Section) 4) Has this home been Certified Lead Free? (YES W you MUST Attach Certification Information, NO o complete line 5) 5) EPA Contractor Certification Number. NAT - . a,13 OG -.2- (applies to contractor only) PROPERTY OWNER: S'+e v L j°f r•.S Address: 2mo it f C' State: Zi -5` Email: r- G d a7 j Contact Name: t S Phone: 2- - O • CONTRACTOR: Ct :. Address: \ Ci r I State: KAJ Zip: Phone: Z 5 d 6 Fax' - y'/ -q Contractor ticense No: 15 b O Contact Name: Phone:, - S` - S Email: Tala . GOY+ ARCHITECT: . �, r- Address:50 e ' ti as City: 'c &, State: Zip: 5' Phone: Y 3 t,1� �' Fax: • Email: GOm Contact Name. `Cori, ` ; �Phone:aJ2--772? 99s . TYPE OF WO . ❑ New Construction �Deck/� �p Re -Roof ❑ Commercial 0 Residential o Change of Use o Poof� �ReSide �/ / EST. VALUATION OF WORK o Finish Basement -Retains g rNalf o Fence $d2.U, lGey'r) rRemodel `�/` oShed �trPofcl) � uare feet. ❑Addition ��blition f o &Window/DoorReplacement o Garage-Attached/DetachyZPlumbing-pride detail on Page 2 # being replaced Detailed Description of Work: oAccesso Structure !a Mechanica4rovide detail on Page 2 o Misc Other '^ kritt /V tJ 0(f� S t Cl ffdeCk.S Signature of this application by the legal property owner de licensed comer hector, as -Ya represedative, Isrequired and authorizes the Zoning Administrator or designee erW the Building Official or designee to enter upon the property to perform needed bnspectbns. Entry maybe prior notice. I hereby acknowledge that I have read this application and state that all Information Is true and correct to the best of my knowledge. I Nrher agree that all workdertormadxA t�e�f�.accordance with approved plans. specifications and conditions and to abide by all ordinances or the Municpa0y, •• and the taws of the State of Minnesota regarding actions taken pursuant to this -permit I agree to pay all plan review fees even H I choose not to proceed with the work. Permit expires when work is not carmmenced within 180 days from date parMJR,—M-wcrk'_s, s5spende4 abandoned. or not Inspected for 180 days. work beyond the scope of this permit. or work without a permit or Inspection. • will be subject to a penalty. Noise Ordinance lh Effect NDAY - FRIDAY Before 7 a.m. and after 10 pm. Weekends/Holidays before 7 a.m. and after 8 p.m. SIGNATURE OF APPLICANT: � DATE: 3 r 77 UZ-6 PRINTED"IVAME:_ ZI \ ` of: Owner or ❑Owner's Representative m This is the signature � OCCUP. TYPE: Gsi CONn . TYPE: N/A CODE: 2015 MRC BLDG SPRINKLED Yes QLO VALUATIOW4 $120,000.00 Permit Fee: $ 1,414.00 WAC Charge: $ Plan Review Fee: $ 919.10 Sewer & Water Hook -Up: $ State Surcharge: $ 60.00 Sewer & Water Disconnect: $ Site Inspection Fee: $ Water Meter. $ S.E.C. Fee: $ Muni SE/WA Fee: $ Investigation Fee / Other Fee: $ *2016 SAC Escrow: Copy Charge ($.25 per 8.5 x11 page) $ Oth . $ CLicense Check (W) / Lead Check ($5) $ 10.00 TOTAL E: $ l0 ul , SUB -TOTAL $ 2,403.10 a) � *NOTE: Commeretal plane wHI be to the met Councill Eml svrx Plumbing Fee (from Page 2) $ far SAC datormlrwgom mac,,,, be reyufrea when pit LU Mechanical Fee from Page 2 $ after Met Coaakcil review no snc Is determl m hrl u. Special Conditions/Required Setbacks: 0 Building Approval By. DATE:04/27/2020 Printed Building Approval By. Nick Qualle X License Verification DO Lead Verification - Checked By. NQ City Approval By: DATE: Paid: 27 Date: L) 2&J_Z Receipt No. � j 0 / 3 By. Theresa Schyma From: Theresa Schyma Sent: Friday, March 27, 2020 3:03 PM To: Wendy Morrissey Subject: FW: Permit application for 4325 Channel Rd, Spring park Attachments: Permit.pdf; Print.pdf; Survey.pdf Hi Wendy, Attached please find a remodel for 4325 Channel Road. City Planner Al Brixius reviewed the attachments today and approved zoning/planning for this project since the exterior portions of the project either 1) are changes that meet current requirements or 2) are replacement of existing conditions with no proposed expansion. Have a nice weekend, Theresa Schyma City Clerk, MCMC I City of Spring Park 2 952.471.9051 From: Deb Angrimson[maiIto: jim.jdcontractingCa)gmail.com] Sent: Friday, March 27, 2020 12:05 PM To: Theresa Schyma Subject: Permit application for 4325 Channel Rd, Spring park Hi Teresa, Here is my permit application. Can you please send me an email back to let me know you received it. Thanks, Jim Sent from Mail for Windows 10 Engineerigg Structural & Investigative April 22°d, 2020 J&D Contracting, Inc 13415 Lexington Road Montgomery, MN 56069 RE: 4325 Channel Road Spring Park MN The field copy of these plans must be kept on -site and made available to inspector during all inspections. To schedule inspections call (952) 442-7520 Please have the permit number and street address ready at the time of the call. Gregory A. Prunty, P.E. Structural & Investigative Engineer Thank you for the opportunity to provide structural recommendations for the home renovation at the address referenced above. Per your request on April 170', we have reviewed the beam requirements resulting from the proposed removal of load bearing interior walls. Our review includes calculating applicable loading, beam and supporting post designs. Please see the table below for the recommended design. Steel option Component A Location B C r Beam �— - W8X21 —� - W8X21 ^ ��— W8X40 T� Post (2) 3'/2 x 1'/4 LVL 2.Oe (2) 3'/, x I % LVL 2.Oe (2) 3 %z x I % LVL 2.Oe See detail 1/s1.0 See detail 1/s1.0 See detail 1/s1.0 Post base Conventional sill plate w/ solid Conventional sill plate w/ Simpson ABW44z Pier blocking down to pier Grout (2) cells of 8" cmu wall ;solid blocking down to pier' Grout (2) cells of 8" cmu Grout (2) cells of 8" cmu wall I below new post location I wall below new post below new post location \ LVL option Location Component A B C Beam (3) 14 x 13/4" LVL 2.OE _ 3 14 x 13/" LVL 2,0E (4) 14 x 13/4" LVL 2. OE Post (3) 2x4 spf#2 or better (3) 2x4 spf #2 or better (4) 2x4 spf #2 or better Post base Conventional sill plate w/ Conventional sill plate w/ Conventional sill plate w/ solid solid blocking down to pier _ solid blocking down to pier _ blocking down to pier _ Pier Grout (2) cells of 8" cmu Grout (2) cells of 8" cmu Grout (2) cells of 8" cmu wall wall below new post location [wall below new post locationj below new post location Our review and analysis are limited to portions of the structure indicated. It is our understanding that the remain- der of the design for the garage addition is the responsibility of others. Thank you for the opportunity to work with you on any further questions regarding this letter. Registered Plans Respectfully submitted, All construction shall comply with the approved plans. / Construction details in plans prepared and certified by registered design professionals cannot be altered without 4-21-2020 prior written approval from the designer of record and review & approval from the Department of Building Safety. Gregory A. Prunty PE Submit all plan revisions to the Department of Building Lic. # MN 49847 Safety for review, prior to their construction. PO Box 383 - St. Peter, M 5 82 gp@gp-eng.net - www.gp-eng.net - Cell 701.367.8926 - Office 507.246.6778 (3) 1/2" DIA x 3" LAG BOLT WIDE FLANGE BEAM - SEE SCHEDULE 8"0"0/8" PLATE LVL POST - SEE SCHEDULE FOR SIZE AND POST BASE n STEEL BEAM -POST CONNECTION a Stn►ct M & Investigative Project number 6620.1 N Project: C PO Box 383 507.246.6778 Date 4-22-2020 J O r . St. Peter, MN 56082 www.gp-eng.net 4325 Channel Road - Spring Park Drawn by GAP N C Roof Truss Placement Plan 4:12 PITCH 6-1/16" HEEL 26-06-00 24" O.C., 15-1/2" O.H. 35-10-10 LOADING --P ST(S)8 EAMB OW� BY THERS EJ 11) ti C-1 4 E 1 EJ A' d Vl E 1 J A BOTTOM LEDGER 8,' ' CONNECTIONS BY OTHERS 108-0 '- O Z LU TOP & BOTTOM LEDGER & CONNECTIONS BY OTHERS w ED z _Qr K0 r0 } =g rw w� ¢Z UO Z zO w ° $ CI w r z a TOP 8 BOTTOM LEDGER & CONNECTIONS BY OTHERS DIMENSIONING NOTES: ALL DIMENSIONS ARE ADJUSTED TO FRAMING GENERAL NOTICE: HANGER GENERAL NOTICE: REVISION DATE FOR QUESTIONS REGARDING THIS LAYOUT PLEASE CONTACT: PAUL BONHAM @ 507-345-3070 + —� (vim-' A��`� --Oak — �.�. 79401 Tamarack Street NW Grove, MN SSO71 PHONE:(612)656-1642 : J & D CONTACTING N I LOCATION AND ERECTION OF BUILDERS FIRST SOURCE COMPONENTS ONLY. THEY ARE IN NO WAV TO BE AS COMPLETE CO PDNS TIOOR-NW BUILDER IS TOTALLY RESPONSIBLE FOR ERECTION AND COMPLETION OF THE BUILOPIG, USING SATISFACTORY CONSTRUCTION="COS AND TECXNIOUE9 AND F00. COMPLIANCE WITX ALL LOCAL, STATE AND FEDERAL CODES, ORDINANCES. AND STATUTES IN THAT REGARD. SET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECT SETSHALL LL ALL HANGERS. THIS SMALL INCLUDE, BUT HOT BE UN D TO, CORRECTNALSIZE,CORRECTNAIL DIAMETER. CORRECT HANGER LOCATION, AND CORRECT WW GER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAIL HOLES ARE TO BE FILLED PER HANGER SPECIFICATION. ARy DISCREPANCY BETWEEN HANGERS NOTEDON PLAN AND HANGERS DELIVERED TO SITE SHALL BE REPORTED PRIOR TO THE HANGERS INSTALLATION. r: DATE: 04t06�2020 ADDITION WXREW0.0ED PAUL BONHTHE DDRESS: SCALE: 112' = 1'-0 ADDRESS NEEDED Der. /�/I�� /r�� �J 92 298 Job Truss Truss Type Qty Ply 2243987 .. CG1 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Oak Grove, MN, Pauly B Run: 8.24 S Mar 9 2020 Print: 8.240 S Mar 9 2020 MiTek Industries, Inc. Mon Apr 06 15:40:16 Page: 1 ID:1 WIKBQOHicwkogm97X8QPpzTQHh-WQcllNrT?CPvHrgllaOKalBCB??juZiIHSE?GQzTOdD RUN 0-2-2 Scale = 1:34.2 Plate Offsets (X, Y): [2:Edge,0-0-12], [3:1-1-13,0-2-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 35.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr NO WB 0.00 Horiz(TL) n/a n/a n/a BCDL 10.0 Code MNSRC2015/ Matrix -MP Weight: 8 lb FT = 20% TP12007 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x6 SPF No.2 BOT CHORD Ri id ceilina directly applied or 5-7-13 oc bracing. REACTIONS (lb/size) 3=0/0-2-2, (min. 0-1-10), 4=391/0-2-2, (min. 0-1-8) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 3=1039 (LC 1), 4=-1039 (LC 1) installed during truss erection, in accordance with Stabilizer Max Uplift 4=-94 (LC 4) 1 Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/1086, 3-4=-339/85 BOT CHORD 2-4=-1039/307 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 4. 7) Non Standard bearing condition. Review required. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2243987 CG2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Oak Grove, MN, Pauly B Scale = 1:29.9 Run: 8.24 S Mar 9 2020 Print: 8.240 S Mar 9 2020 MiTek Industries, Inc. Mon Apr 06 15:40:16 Page: 1 ID:ogcwLYEpGpRq P IwD7EgTANzTQBQ- W Qcl I N rT?CPvH rgl IaOKal BbF??SuZiIHSE?GQzTOd D 3x6 = 2x4 11 2-6-11 Plate Offsets (X, Y): [2:Edge,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 35.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr NO WB 0.00 Horiz(TL) n/a n/a n/a BCDL 10.0 Code MNSRC2015/ Matrix -MP Weight: 9 lb FT = 20% TP12007 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF Stud BOT CHORD Ri id ceilina directly applied or 5-4-12 oc bracing. REACTIONS (lb/size) 3=430/ Mechanical, (min. 0-1-8), 4=0/ Mechanical, (min. 0-1-8) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 3=1114 (LC 1). 4=-1114 (LC 1) installed during truss erection, in accordance with Stabilizer 1 Max Uplift 3=-101 (LC 4) Installation guide. FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-305/1165 BOT CHORD 2-4=-1114/322 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust). V(IRC2012)=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 3. 6) Non Standard bearing condition. Review required. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2243987 EJ1 Jack -Closed 17 1 Job Reference (optional) Builders First Source, Oak Grove, MN, Pauly B Run: 8.24 S Mar 9 2020 Print: 8.240 S Mar 9 2020 MiTek Industries, Inc. Mon Apr 06 15:40:16 Page: 1 ID:fE WjzrQm71 kvTMjOv2bBLzTQ60-WOcliNrT?CPvHrgllaOKalBfC?OOUZiIHSE?GQzTOdD 1-7-0 Scale = 1:34.4 0-1-8 Plate Offsets (X, Y): [2:Edge,0-0-11], [3:0-2-1,0-2-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horiz(TL) n/a n/a n/a BCDL 10.0 Code MNSRC2015/ Matrix -MP Weight: 6 lb FT = 20% TP12007 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF Stud BOT CHORD Ri id ceilina directly armlied or 6-0-0 oc bracing. REACTIONS (lb/size) 3=0/0-1-8, (min. 0-1-8), 4=28810-1-8, (min. 0-1-8) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 3=538 (LC 1), 4=-538 (LC 1) installed during truss erection, in accordance with Stabilizer Max Uplift 4=-69 (LC 6) Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/586 BOT CHORD 2-4=-538/299 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 4. 7) Non Standard bearing condition. Review required. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 2243987 EJ1A Jack -Open 4 1 Job Reference (optional) Builders First Source, Oak Grove, MN, Pauly B Scale = 1:31.7 Run: 8.24 S Mar 9 2020 Print: 8.240 S Mar 9 2020 MiTek Industries, Inc. Mon Apr 06 15:40:16 Page: 1 I D:82 Efa3g SXmO7mJ k Wwl OI s3zTQ4 P-W Qcl INrT? CPvH rg I I aOKalSer?ObuZol H 5E?GQzTOd D 1-10-12 3x4 = 2x4 I, 1-10-12 '�7 Plate Offsets (X, Y): [2:Edge,0-0-1 1 ] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL (roof) 35.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.06 Horiz(TL) n/a n/a n/a BCDL 10.0 Code MNSRC2015/ Matrix -MP Weight: 7 lb FT = 20% TP12007 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Ri id ceilina directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be REACTIONS (lb/size) 3=0/ Mechanical, (min. 0-1-8), 4=313/ Mechanical, (min. 0-1-8) installed during truss erection, in accordance with Stabilizer Max Horiz 3=556 (LC 1), 4=-556 (LC 1) Installation guide. Max Uplift 4=-73 (LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/622 BOT CHORD 2-4=-571/318 WEBS 3-4=-269/128 NOTES 1) Wind: ASCE 7-10: Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 4. 6) Non Standard bearing condition. Review required. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 2243987 EJ2 Jack -Closed 11 1 Job Reference (optional) Builders First Source, Oak Grove, MN, Pauly B Scale = 1:35.4 Run: 8.24 S Mar 9 2020 Print: 8.240 S Mar 9 2020 MiTek Industries, Inc. Mon Apr 06 15:40:16 Page: 1 ID:bUPTRkPHlixHLosvXRRDuDZTO?a-WOcllNrT?CPvHrgl laOKalBbl?_HUZII H5E?GOzTOdD Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well Ltd PLATES GRIP TCLL (roof) 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.03 4-7 >999 360 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL) -0.07 4-7 >796 240 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horiz(TL) 0.01 2 n/a n/a BCDL 10.0 Code MNSRC2015/ Matrix -MP Wind(LL) 0.04 4-7 >999 240 Weight: 15 lb FT = 20% TP12007 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF Stud BOT CHORD Ri id ceilina directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=394/0-3-8, (min. 0-1-8), 4=247/ Mechanical, (min. 0-1-8) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 2=64 (LC 9) installed during truss erection, in accordance with Stabilizer Max Uplift 2=-86 (LC 6). 4=-49 (LC 6) Installation guide. FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 4 and 86 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type city Ply 2243987 .. EJ2A Jack -Closed 2 1 1 Job Reference (optional) Builders First Source, Oak Grove, MN, Pauly B Run: 8.24 S Mar 9 2020 Print: 8.240 S Mar 9 2020 MiTek Industries, Inc. Mon Apr 06 15:40:16 Page: 1 I D: CGMTem Pi RvGeAO7fKtvSC WzTO_I-W Ocl I N rT?C PvHrgl I aOKalBdH?xCuZ_IH 5E?GOzTOd D Scale = 1:35.8 1-0-8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 35.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.05 6-9 >999 360 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(TL) -0.11 6-9 >505 240 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horiz(TL) 0.01 2 n/a n/a BCDL 10.0 Code MNSRC2015/ Matrix -MP Wind(LL) 0.05 6-9 >999 240 Weight: 16 lb FT = 20% TP12007 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals, and 2-0-0 oc purlins: 3-4. WEBS 2x4 SPF Stud BOT CHORD Ri id ceilina directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=394/0-3-8, (min. 0-1-8), 5=247/0-1-8, (min. 0-1-8) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 2=50 (LC 9) installed during truss erection, in accordance with Stabilizer Max Uplift 2=-88 (LC 6), 5=-47 (LC 6) Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-3-8 to 2-3-11, Interior (1) 2-3-11 to 3-10-12, Exterior (2) 3-10-12 to 4-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 2 and 47 lb uplift at joint 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 2243987 EJ2G Jack -Closed Girder 2 1 Job Reference (optional) Builders First Source, Oak Grove, MN, Pauly B Scale = 1:33 Run: 8.24 S Mar 9 2020 Print: 8.240 S Mar 9 2020 MiTek Industries, Inc. Mon Apr 06 15:40:17 Page: 1 ID:7GkoYgBUQG1 b35gaz6U4jpzTPu7-?c9gVis5m WXmu?FxslvZ7ykpJPDedO_u WI_ZoszTOdC 1-10-12 Plate Offsets (X, Y). [2:0-2-11,0-1-4], [4:Edge,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.06 5-6 >999 360 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.10 5-6 >591 240 BCLL 0.0' Rep Stress Incr NO WB 0.06 Horiz(TL) 0.01 2 n/a n/a BCDL 10.0 Code MNSRC2015/ Matrix -MP Wind(LL) 0.03 5-6 >999 240 Weight: 17 lb FT = 20% TP12007 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, BOT CHORD 2x6 SPF No.2 except end verticals, and 2-0-0 oc purlins: 3-4. WEBS 2x4 SPF Stud BOT CHORD Ri id ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=630/0-3-8, (min. 0-1-8), 5=599/ Mechanical, (min. 0-1-8) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 2=26 (LC 7) installed during truss erection, in accordance with Stabilizer Max Uplift 2=-148 (LC 4), 5=131 (LC 5) Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-287/58 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 5 and 148 lb uplift at joint 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 293 lb down and 93 lb up at 1-11-8, and 295 lb down and 92 lb up at 3-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-90, 3-4=-90, 5-7=-20 Concentrated Loads (lb) Vert: 6=-293 (B), 10=-295 (B) INSPECTION RECORD 2015 MN State Building Code City of Spring Park Permit Number: SP-2020-00017 Issue Date: 4/30/2020 SITE ADDRESS: 432S CHANNEL ROAD, SP, MN 53384 Description: PERMIT TYPE: BLDG - Remodel, Small Residential Remodel rosin level, replace upper level deck and guardrail. new front entry ZONE/USE TYPE: RESIDENTIAL IRC-1 deck and porch, replace 33 windows, re -side and re -roof entire house. APPLICANT: 7 OWNER: STEVEN 7 MEYERS No inspection will be performed, and a re -inspection fee will be charged, if this "Inspection Record", the "City of Spring Park Permit', and, when applicable, the approved plans are not available to the inspector. This permit expires if construction activity does not commence within 180 days from obtaining this permit; when construction activity has been suspended or abandoned for at least 180 days; or the work has not been inspected within 180 days from the last documented activity. IF SEPARATE PERMITS ARE REQUIRED, REFER TO THE "SEPARATE PERMITS REQUIRED FOR:" STAMP ON YOUR APPROVED PLANS/CONSTRUCTION DOCUMENTS TO IDENTIFY WHAT SEPARATE PERMITS ARE REQUIRED. ALL REQUIRED ROUGH -IN INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A FRAMING INSPECTION. ALL REQUIRED FINAL INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A BUILDING FINAL INSPECTION. DO NOT COVER ITEMS TO BE INSPECTED. Permit Card (7) Inspection Inspector's Response Approval Date Comments or Corrections Required Re -Side In -Process Required Footing Required Poured Wall/Core Fill Required Framing Required Re -Roof In -Process Required Insulation Required Final Required MUST CALL TO SCHEDULE NO LATER THAN THE BUSINESS DAY PRIOR TO THE INSPECTION DAY: 8:00 A.M. TO 4:30 P.M. MONDAY THRU FRIDAY. PHONE NUMBER TO CALL: 952-442-7520 When a Certificate of Occupancy is needed, return this card and the approved final inspection notice to the City of Suring Park office. Thank you for your Payment! Transaction ID: 7847 Transaction Number: Transaction Type: Payment Recipient: homeowner Notes: Fees (5) N - 1. CITY OF Cj �',,A'R' PTI: I Rli� li'IINN150TA City of Spring Park 4349 Warren Avenue SP MN, 55384 Ph:952-442-7520 $2;403.10 Date: 4/29/2020 Method: Check: 5013 Address: 4325 CHANNEL ROAD, SP, MN 55384 Reference: Permit Number: SP-2020-00017 Type: BLDG - Remodel, Small Residential for J e-roauct: State Surcharge Paid , 1.00 $60.00 $0.00 $60.00 Lead Certification Paid 1.00 $5.00 $0.00 — $5.00 Plan Review Fee Paid 1.00 $919.10 $0.00 $919.10 License Lookup Paid 1.00 $5.00 $0.00 $5.00 -Permit Fee Paid 1.00 J $1,414.00 $0.00 � �$1,414.00 Total Amount: $2,403.10 Page 1 of 1 Printed on: 4/30/2020