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HomeMy WebLinkAbout2018-00032 - addn/remodel/repair CITY OF ORONO I 1 I I II I l * 2I 1 g 00 3 I * 2750 KELLEY PARKWAY DATE ISSUED: 01/11/2018 ORONO, MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 3955 CHERRY AVE PIN : 08-117-23-33-0098 LEGAL DESC : HICKORY HILL : LOT MB BLOCK MB PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 1,000.00 NOTE: TRUSS REPAIRS APPLICANT PERMIT FEE SCHEDULE 43.30 PLAN REVIEW 28.15 ATLAS HOMES INC STATE SURCHARGE(VALUATION) 0.50 7082 EAST FISH LAKE RD MAPLE GROVE,MN 55311- TOTAL 71.95 (763)425-3333 Payment(s) Minnesota State License#: BUIL-BC20269686 CHECK 5014 71.95 OWNER GERHARD,TODD&LAURA 3955 CHERRY AVE MOUND,MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. 1 / ( ( �} ( /2E I / // / / d . � Applicant PermitSignature Date Issu y Signature Date City of Orono Building Permit Application for New Structures or Additions Mailing Address: Permit number: . 11-- , 04.?11 �T PO Box 66 VO Crystal Bay, MN 55323-0066 Date received: /- '1 Street Address:' t� Received by: -X//1,(3 2750 Kelley Parkway `\` Plan review fee:� tis? Orono, MN 55356 I , 495.k SHO* Main. 952-249-4600 Total Fee: 7/ Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: ^-; c\ 5 S 1&-e.„r(1 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes © No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: A+\o.S (-\O M.L 4 State License# Q £ 2-0'1 (o 9 (d Expiration Date: o`f / it Phone: (cell) ' 6 3 6 cx t Oct 1 (office) to-3 H ZS 333 3 Mailing Address: 19' s O I 1 7 i-- A-,,.e, A) City: A-luQ le L• ;,+.e... ZIP: '-5. 3 6y Contact Person: /1.1 k- t.t)(AN( Applicant is: Contractor / Homeowner (Circle one) Email and/or Fax: „AN,.t-C c).--\AK h o„ik,e5 fryik , co./A PROPERTY OWNER INFORMATIQN: Name: 1 °4(A d- �V(A. ( t4vo Phone (day): Address: City: ZIP: Email and/or Fax ARCHITECT/ ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax: ARCHITECT/ ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply ❑ New Construction 0 Single Family with 0 Accessory Bldg./Garage ❑Addition attached garage 0 Deck 0 Public Sewer Accessory Building 0 Single Familywith ❑ Ofce/Commercial ❑ Relocation . detached garage ® Residence 0 Septic Other:(specify) 1--/-,/ RLPtif5 0 Multiple Family/Condo 0 Retaining Wall(s) (Compliance certificate 0 Public 4-feet or greater may be required) "Any earth movement may require 0 Commercial 0 Storage MCWD review&permits. 0 Industrial 0 Warehouse 0 Public Water Minnehaha Creek Watershed District(MCWD) p Othgr:Apecify) ❑ Other(specify) 15320 Minnetonka Blvd;Minnetonka,MN 55345 - <J sr t'.i S r ri 0 Private Well Phone: 952-471-0590 / Fax: 952-471-0682 J www.minnehahacreek.orq Estimated Construction Valuation (excluding land) $(0& e0 O - Q 2 pA 1'C' Wew- 0 vi l y Packet Last Updated: January 2016 ✓ / Page 21 STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions (continued) a. Length (ft.)= Number of bedrooms= 2. Occupancy: b.Width (ft.)= Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= c. Basement= Detached = 4. Type of Construcion: d. 151 story = 1:1 , !A/ e.2"d Story= 5. Code Edition: 1 f. %Story = g. Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ 0 Building Permit Escrow Agreement and Fees ❑ 0 Plan Review Fee ❑ 0 _ Completed Application Form ❑ 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set O 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements ❑ 0 Survey—2 full size,to scale(meeting ALL survey requirements) ❑ 0 Hardcover Calculations O 0 Septic System Certification ❑ 0 Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required O ❑ Landscape Walls and/or Retaining Wall Plans ❑ 0 Landscape Plan ❑ 0 Stormwater Pollution Prevention Plan (SWPPP) ❑ 0 Access Permit ❑ 0 Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; ▪ Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. ▪ Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. /IA i Applicant's Signature: " " Date: l 0 c' Owner's Signature: Date: Packet Last Updated: January 2016 Page 22 PLAN REVIEW CHECKLIST FOR/ NEW STRUCTURES / ADDITIONS. Address: G/� ��/'jett ,A&L/� Permit No.:&`8 J✓ O Description of work: Date Rec'd: Septic review by: Date Approved: Zoning review by: Date Approved: Building review by: Date Approved: //17t9 t9 Grading review by: Date Approved: Zoning District: Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF /AC Width: Lot Coverage: SF Survey Submitted: 0 Yes 0 No Date of Survey: Revised date(?): Landscape plan submitted? 0 Yes 0 No Landscaper: Proposed Setbacks: Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Defined Height: Peak Height: FFE: FFE minus 6 feet = (Existing Contour) Perimeter(linear feet) = 50% = L.F. below grade Basement? 0 Yes 0 No, Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— START WITH floor(of the basement or crawl space)and measure from highest existing the highest point of the roof. START WITH grade to the highest point of the roof even if fill was brought in to elevate home. If you have a... SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure (BASED ON windows): Subtract half the distance from highest existing grade to the ROOF TYPE) between the highest point of the roof highest point of the roof. to the low point of the corresponding If you have a... gable or hipped roof • OR HIPPED ROOF SUBTRACTION (no windows): Subtract half • GABLE OR HIPPED ROOF(with (BASED ON windows): Subtract half the distance ROOF TYPE) the distance between the between the top of the highest highest point of the roof to window and the highest point of the the low point of the roof corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between (BASED ON basement/crawl space floor and the the top of the highest EXISTING highest existing grade adjacent to the window and the highest GRADES) foundation OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Defined building height subtraction. Defined building height EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes D No Permit Number: D Yes D No D N/A 0 Yes No 0 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (%and sf) D Yes D No D Yes D No 1 2 3 4 5 Type(s): Type(s): Fees to be Charged YES NO Permit Plan Review State Surcharge Investigation Fee SAC—Number of SAC Units Other(specify) Square Footage $ per Square Footage Basement X = $ 1St Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ (9° y/ Orono Inspections Required Work Requiring Separate Permits O Footing 0 Site 0 Plumbing 0 Grading/Filling D Poured Wall 0 Silt Fence/Erosion Control 0 Mechanical 0 Fire O Foundation Survey 0 Hardcover Removal 0 Septic 0 Water Connection O Foundation Waterproofing 0 Other(specify) 0 Fireplace 0 Sewer Connection Framing 0 Masonry 0 Lawn Irrigation D Insulation 0 Mfg. 0 Landscaping D As-Built Survey 0 Other(specify) Final D Lathe Required State Permits D Other(specify) 0 Well D Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: D See Builder Acknowledgement Form D Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2015 7\fnrmc\nlan roviaw rharklicf in_ nic rinry /A 1/ 104/1 AP#g C [ rt/t Cir S ()i (/) t5/ itiOrk 7111 1/9 " P:)C e (-1 ( "Sc e_ --14e re 1h(/, F51j Becklin & Whitney J r ,rJ 0titi Consulting Engineers,Inc. 139 1ST AVE.E,SUITE 100 P.O.Box 471 CAMBRIDGE,MN 55008 PHONE(763)689-5631 FAx(763)552-5631 January 9, 2018 Craig Schaper, P.E. Schaper Engineering LLC P.O. Box 26 Revi^C,isd for Code Mound, MN 55364f eco no City ®n ics�r"" 0 RE: Todd and Laura Gerhard Date / 3955 Cherry Avenue .19F Orono, MN Reviewer" AL To Whom It May Concern: Introduction We were asked to issue repairs for damaged floor trusses at 3955 Cherry Avenue, Orono, MN. We visited the home on Wednesday, January 3 and viewed the inside of the home. Observations Eight truss plates on the top chords of the trusses that support the kitchen are buckled and top chords are offset. One of the floor trusses has been field repaired by the addition of a 2x6" scab nailed to the bottom chord. A supporting post has also buckled and a structural support is missing. The wood flooring in the kitchen is not within acceptable flatness tolerance and has visible inconsistencies. Discussion The floor trusses supporting the kitchen are comprised of(3) different truss types- F9, F10 and F 11 as indicated in attached P&M 1st Floor Truss Layout. Granite countertops were installed on the center island of the kitchen. The granite tops add a surcharge to the dead load which was designed for in the F10 and F 11 trusses but not the F9 truss. Analysis of the F9 truss indicates that it is over stressed with existing loading. Additionally, one of the F10 trusses has a damaged bottom chord connection. The design of the main level calls for trusses of varying span with a fixed point near the pantry as indicated in attached marked up floor plan. The trusses adjacent to the fixed point span a greater distance. Code allows for deflection of L/360 in these trusses. This deflection occurs in the hall between the center island and the fixed point in the pantry. This condition results in loading that wood flooring is not intended to support. The combination of the damaged trusses, overstressed F9 trusses and the fixed point adjacent to deflecting trusses has resulted in a loading condition that the hardwood flooring is not designed to carry. The repair of the trusses will not restrict deflection in the trusses. The fixed point near the pantry and adjacent deflection in the trusses will remain but to a lesser degree. Page 2 January 9, 2018 Review of Damaged Trusses 3955 Cherry Avenue, Orono, MN For Schaper Engineering, LLC Recommendations Repair all trusses as indicated in the attached details. Install posts as indicated in attached repair details. Improper supports at F7 and F8 should be eliminated. The center island and subfloor should remain intact while repairs are made. The flooring contractor should review and understand the fixed point and adjacent deflection of trusses and level floor as needed. The flooring contractor should recommend an acceptable solution. Conclusions The repairs issued will restore the structural integrity of the damaged trusses. Attachments: P&M 1St Floor Truss Layout Truss Repairs I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME NN‘ woo p,M A.@C,C`,'•,� OR UNDER MY DIRECT SUPERVISION AND THAT I "4s\ '''''''''' • .. AM A DULY REGISTERED PROFESSIONAL f LICENSED ; ~ ENGINEER UNDER THE LAWS OF THE STATE OF PROFESSIONAL 1VIINNESOTA. ENGINEER i - ".;(./)„,:.... 18494........... 1:veiggept-t, LA 13--P-ff-Peat- WILLIAM A.BECKLIN,P.E. DATE:JANUARY 9,2018 LIC.NO. 18494 Truss Repair for: Truss F9 that is overstressed (2 y , Structural Details Provided by: 3955 Cherry Avenue ' ) Job Becklin & Whitney undsen reqd. Repair also addresses tMb7l7.610 s bKOck 139 1st Ave. E. Ste 200 agemH1 Orono, MN buckled plate on top chord. O 1-2. P.O. Box 471 01)8 2-3-7 i 0 3 Cambridge, MN 55008 1:54.2 Step 1: glue and nail (1) 2x6"x14' SPF #2 or better to (1) side of the top chord (flush to top)with construction adhesive and 10d nails 4" O.C. or Simpson SDW22458 4-5/8" screws 6" O.C. 4x10= 3x6 FP= 1.5x3 H 3x6 3x4 4x5= 3x4= 1.5x3 II 3x4= 1.5x3 11 1 2 3 4 T1 5 6 7 8 9 111 12 13 14 15 16 T3 17 18 �' B3 / \ 1 31 cn .i7 2 = 141-211 24 23 2 21 20 19 L 8= 3x6 FP= 4x12= 4x8= 'x4= 3x6= 3x6= Step 2: glue and nail (1) 2x4"' SPF Step 3: glue and nail (1) 8"x48"x3/4" #2 or better to (1) side of the web thick plywood to (1) side of the (trimmed to fit snug to new 2x6" bottom chord (flush to bottom and and lapping bottom chord) with centered over joint) with construction construction adhesive and 10d Plate Offsets(x,Y) adhesive and 8d nails 4" O.C. or nails 4" O.C. or Simpson — LOADING(psf) Simpson SDW22338 3-3/8" screws DEFL. SDW22458 4-5/8" screws 6" O.C. TCLL 40.0 6" O.C. into bottom chord and webs. Vert(LL) - .24 25-26 >999 480 MT20 197/ 44 TCDL 10.0 A Vert(TL) -0.38 25-26 >682 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.05 22 n/a n/a BCDL 5.0 Code MNSRC/TP12002 (Matrix) Weight:133 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF Stud(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 29=786/0-5-8 (min.0-1-8),19=129/0-5-8 (min.0-1-8),22=1944/0-5-8 (min.0-1-8) Max Uplift19=-185(LC 2) Max Grav29=800(LC 2),19=350(LC 3),22=1944(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib) Note: All rows of fasteners to be TOP CHORD 2-3=-2093/0,3-4=-2093/0,4-5=-2702/0,5-E 8-9=-1909/0,9-10=0/483,10-11=0/483,11- installed into center of existing truss 14-15=0/2029,2 127-28=0/2560,2 127=0/256 members. End distance of fasteners BOT CHORD 28-29=0/1246,27-28=0/2560,26-27=0/256 22-23=-2143/0,21-22=-2053/0,20-21=-138 to be a min of 1-3/4". Edge distance WEBS 2-29=-1430/0,2-28=0/982,4-28=-541/0,6 9-23=-1491/0,11-23=0/1923,11-22=-1234/ of fasteners to be a min of 3/4". 15-20=0/781,15-21=-1173/0,13-21=0/615, NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 lb uplift at joint 19. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE \Pkft M A. STATE OF MINNESOTA. : LICENSED •" ledveigier4-v o•PROFESSIONALENGINEER - ti\ 28494 .t 9� •..- ��o�Qz ; WILLIAM A. BECKLIN, P.E. �'FOp n+I1NN�,` DATE: January 9, 2018 LIC. NO. 18494 • - r°ty Ply Structural Details Provided by: Truss Repair for: Truss F10 w/ buckled 3955 Cherry Avenue plate on top chord 2 1 Job Refere Becklin & Whitney ndsen7.610 s Mar 27 Orono, MN :iPSzp7ToiCL9RMb71bKOckyxrWY-C 139 1st Ave. E. Ste 200 1-2-0 P.O. Box 471 NI 2-3-7 I Glue and nail (1) 2x4"x8' SPF #2 or better 1 Cambridge, MN 55008 (centered over buckled plate) to (1) side of the top chord with construction adhesive and 10d nails 4" O.C. or Simpson SDW22458 4-5/8" screws 6" O.C. - 3x6 FP= 3x4= 1.5x3 H 3x8= 1.5x3 II 3x4= 1.5x3 H 3x4= 1`..izz3 3x6 FP= 1.5x3 II 3x4 4x5= 3x6= 1.5x3 3x4= 1.5x3 II 1 2 3 4 T1 5 6 8 9 10 T2 11 12 1314 15 16 T3 17 18 19 • 328 d \,; / ,; , ,; y/ A, /"i y� '\,; '/ %\., B 1 33 4 31 30 29 28 27 26 25 24 23 22 21 20 3x6= 4x7= 3x10 MT16 FP= 4x8= 5x12= 4x8= 4x4= 3x8= 3x6= 1.5x3 SP= 3x6 FP= 3x4=- 3x6 3x6= - Note: All rows of fasteners to be installed into center of existing truss members. End distance of fasteners to be a min of 1-3/4". Edge distance F-- 21-11 of fasteners to be a min of 3/4". 33-10-8 1 21-1111-11-4 Plate Offsets(X,Y)-- [21:0-1-8,Edge],[23:0-1-8,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.24 27-28 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.49 27-28 >537 240 MT16 116/127 BCLL 0.0 Rep Stress lncr NO WB 0.67 Horz(TL) 0.07 24 n/a n/a BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:139 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x4 SPF 1650F 1.5E(flat) end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF Stud(flat)*Except* W2:2x4 SPF No.2(flat) REACTIONS. (Ib/size) 31=966/0-5-8 (min.0-1-8),20=133/0-5-8 (min.0-1-8),24=2283/0-5-8 (min.0-1-9) Max Uplift20=-208(LC 2) Max Grav31=983(LC 2),20=333(LC 3),24=2283(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2572/0,3-4=-2572/0,4-5=-3327/0,5-6=-3327/0,6-7=-2358/0,7-8=-2358/0, 8-9=-2358/0,9-10=0/579,10-11=0/579,11-12=0/3241,12-13=0/3241,13-14=0/2514, 14-15=0/2514,15-16=-388/1139,16-17=-388/1139 BOT CHORD 30-31=0/1535,29-30=0/3153,28-29=0/3153,27-28=0/3044,26-27=0/1208,25-26=0/1208, 24-25=-2614/0,23-24=-2540/0,22-23=-1793/0,21-22=-614/487 WEBS 2-31=-1762/0,2-30=0/1202,4-30=-673/0,6-28=0/362,6-27=-829/0,9-27=0/1367, 9-25=-1832/0,11-25=0/2358,11-24=-1515/0,18-20=-410/251,17-21=-276/528, 17-22=-608/0,15-22=0/947,15-23=-1337/0,13-23=0/698,13-24=-1160/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 208 lb uplift at joint 20. 5)Load case(s)1,2,3 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and a^^0^'-'hi',.,,^^ 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with attached to walls at their outer ends or restrained by other means. I HEREBY CERTIFY THAT THIS PLAN, 8)CAUTION,Do not erect truss backwards. SPECIFICATION, OR REPORT WAS LOAD CASE(S)Standard PREPARED BY ME OR UNDER MY 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) DIRECT SUPERVISION AND THAT I AM A Vert:20-31=-8,1-12=-100,12-19=-80 •2)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 DULY REGISTERED PROFESSIONAL Uniform Loads(plf) ENGINEER UNDER THE LAWS OF THE Vert:20-31=-8,1-12=-100,12-19=-16 �,, s s i t o, 3)2nd Dead+Floor Live(unbalanced):Lumber Increase=1 ;O;pDA A./3 ,/,,FSTATE OF MINNESOTA. �\�' LICENSED `� Continued on page 2 = PROFESSIONAL = ENGINEER 11:1)afe 6 age-PeDele - P*, 18494 '•T: ..- ......As .40; WILLIAM A. BECKLIN, P.E. `�FOF wutol`,�� DATE: January 9, 2018 LIC. NO. 18494 • • Truss Repair for: Truss F10 w/ damaged Qty Ply Structural Details Provided by: 3955 Cherry Avenue plate on bottom chord 2 ' Job Refer( Becklin & Whitney Orono, MN Jruisen 7.610 s Mar IU:iPSzp7ToiCL9RMb71bK0 kyxrWY- 139 1st Ave. E. Ste 200 0-1-8 1-2-0 P.O. Box 471 HI 2-3-7 I 0-pl H Cambridge, MN 55008 4x7= 5x10= 3x6 FP= 3x4= 1.5x3H 3x8= 1.5x3H 3x4= 1.5x3 11 3x4= 1.5x3H 3x6 FP= 1.5x3H 3x4 11 4x5= 3x6= 1.5x3 11 3x4.= 1.5x3 1 '2 3 4T1 5 6 7 8 9 10 12 11 12 1314 15 16 T3 17 18 19 3�1 / \ / . /i l .. m / \. ,. 33 4 M - 31 30 29 28 27 26 25 \ 24 23 22 21 20 3x6= 4x7= 3x10 MT16 FP= 4x8= 5x12= 4x8= 4x4= 3x8= 3x6= 1.5x3 S 3x4= Remove 2x6" scab. Glue and nail (1) 2x4"x9' SPF #2 or better (centered over damaged plate) to (1) side of the bottom chord w/ construction adhesive and 10d nails 4" O.C. A minimum of(13) nails to be installed on each side of plate w/ a min of(26) total or Simpson SDW22458 4-5/8" I screws 6" O.C.w/a min of(8) screws on each side of plate I Plate Offsets(X,Y)-- (21:0-1-8,Edge],[23:0-1-8,E w/ a min of(16) total. LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.24 27-28 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.49 27-28 >537 240 MT16 116/127 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.07 24 n/a n/a BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:139 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x4 SPF 1650F 1.5E(flat) end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF Stud(flat)*Except* W2:2x4 SPF No.2(flat) Note: All rows of fasteners to be REACTIONS. (lb/size) 31=966/0-5-8 (min.0-1-8),20=133 installed into center of existing truss Max Uplift20=-208(LC 2) Max Grav31=983(LC 2),20=333(LC 3),24=2 members. End distance of fasteners FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)o to be a min of 1-3/4". Edge distance TOP CHORD 2-3=-2572/0,3-4=-2572/0,4-5=-3327/0,5-6 of fasteners to be a min of 3/4". 8-9=-2358/0,9-10=0/579,10-11=0/579,11-1 14-15=0/2514,15-16=-388/1139,16-17=-38 hi 1N BOT CHORD 30-31=0/1535,29-30=0/3153,28-29=0/3153,27-28=0/3044,26-27=0/1208,25-26=0/1208, 24-25=-2614/0,23-24=-2540/0,22-23=-1793/0,21-22=-614/487 WEBS 2-31=-1762/0,2-30=0/1202,4-30=-673/0,6-28=0/362,6-27=-829/0,9-27=0/1367, 9-25=-1832/0,11-25=0/2358,11-24=-1515/0,18-20=-410/251,17-21=-276/528, 17-22=-608/0,15-22=0/947,15-23=-1337/0,13-23=0/698,13-24=-1160/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 208 lb uplift at joint 20. 5)Load case(s)1,2,3 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and d 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 I HEREBY CERTIFY THAT THIS PLAN, attached to walls at their outer ends or restrained by other means. SPECIFICATION OR REPORT WAS 8)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard PREPARED BY ME OR UNDER MY 1)Dead+Floor Live(balanced):Lumber lncrease=1.00,Plate Increase=1.00 DIRECT SUPERVISION AND THAT I AM A Uniform Vert:20-311)=-8,1-12=-100,12-19=-80 DULY REGISTERED PROFESSIONAL 2)1st Dead+Floor Live(unbalanced):Lumber lncrease=1.00,P o+''iti, ENGINEER UNDER THE LAWS OF THE Uniform Loads(plf) �` '/ Vert:20-31=-8,1-12=-100,12-19=-16 �\PM A.BEOI''; STATE OF MINNESOTA. 3)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,f �.• %�i �' LICENSED ' I PROFESSIONAL i _ Q] 6 Continued on page 2 - ENGINEER - sf/y 18494 :Z ,09r ................ •5o WILLIAM A. BECKLIN, P.E. ��', mlIs.``, DATE: January 9, 2018 LIC. NO. 18494 ,,,or N , '',Is,Iso,` Truss Repair for: Truss Fl 1 w/ buckled 5ry y Structural Details Provided by: 3955 Cherry Avenue plate on top chordJob Refere Becklin & Whitney Orono, MN ndsen .:iPSzp7ToiCL9RMb71bKOckyx 7.610 s arWY C 139 1st Ave. E. Ste 200 1-2-0 P.O. Box 471 oli8 2-3-7 0-5-;3 Cambridge, MN 55008 Glue and nail (1) 2x4"x8' SPF #2 or better(centered over buckled plate) to (1) side of the top chord with construction adhesive and 10d nails 4" O.C. or Simpson SDW22458 4-5/8" screws 6" O.C. 3x6 FP= 3x4 H 1.5x3 H 3x8= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1. 3 II 3x6 FP= 1.5x3 I I 3x4 II x5= 3x6= 1.5x3 3x4= 3x4= 3x4= 1 2 3 4 Ti 5 6 7( 8 9 10 J 12 13 14 15 16 17T3 18 19 20 3�,,�/ 4.1N-• `•�'�V i' `-�.i' . i,� +i.f./, -V/ \ /_ 35 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6= 4x7= 3x10 MT16 FP= 4x8= 5x12= 4x8= 4x4= 3x6= 3x4= 1.5x3 H 1.5x3 SP= 3x6 FP= 3x8= 3x6= Note: All rows of fasteners to be installed into center of existing truss members. End distance of fasteners to be a min of 1-3/4". Edge distance 34-10-8 z;=;;� of fasteners to be a min of 3/4". „39-0 303,18$ I M1-0-0 Plate Offsets(X,Y)-- [20:0-1-8,Edge],[23:0-1-8,Edge],[25:0-1-8,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl LJd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.24 29-30 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.49 29-30 >534 240 MT16 116/127 BCLL 0.0 Rep Stress lncr NO WB 0.66 Horz(TL) 0.07 26 n/a n/a BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:145 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x4 SPF 1650F 1.5E(flat) end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF Stud(flat)*Except* W2:2x4 SPF No.2(flat) REACTIONS. (lb/size) 33=968/0-5-8 (min.0-1-8),22=768/0-5-8 (min.0-1-8),26=2233/0-5-8 (min.0-1-8) Max Grav33=985(LC 4),22=969(LC 3),26=2236(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2580/0,3-4=-2580/0,4-5=-3342/0,5-6=-3342/0,6-7=-2380/0,7-8=-2380/0, 8-9=-2380/0,9-10=0/550,10-11=0/550,11-12=0/3207,12-13=0/3208,13-14=0/2526, 14-15=-230/1311,15-16=-230/1311,16-17=-230/1311,17-18=0/492,18-19=0/365, 19-20=0/365 BOT CHORD 32-33=0/1539,31-32=0/3164,30-31=0/3164,29-30=0/3063,28-29=0/1234, 27-28=-2582/0,26-27=-2582/0,25-26=-2549/0,24-25=-1884/0,23-24=-866/251, 22-23=-482/0 WEBS 2-33=-1766/0,2-32=0/1206,4-32=-677/0,6-30=0/358,6-29=-824/0,9-29=0/1363, 9-28=-1828/0,11-28=0/2354,11-26=-1512/0,20-22=-646/0,18-22=-456/202, 17-23=-373/434,17-24=-515/0,14-24=0/858,14-25=-1250/0,13-25=0/654, 13-26=-1099/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Load case(s)1,2,3,4,5 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis an 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with I HEREBY CERTIFY THAT THIS PLAN, attached walls r their r outer endsckor restrained by other means. SPECIFICATION, OR REPORT WAS 7)CAUTION,Do not erect truss backwards. LOAD CASE(S)Standard PREPARED BY ME OR UNDER MY 1)Dead+Floor Live(balanced):Lumber lncrease=1.00,Plate Increase=1.00 DIRECT SUPERVISION AND THAT I AM A Uniform Loads(plf) Vert:21-33=-8,1-12=-100,12-20=-80 DULY REGISTERED PROFESSIONAL Concentrated Loads(lb) ENGINEER UNDER THE LAWS OF THE 2 1st Dead Vert:F oor Live(unbalanced):Lumber Increase=1.00,I +� ,M A Ia, '� ( ) ..-v; at , STATE OF MINNESOTA. �� LICENSED -. _ dezr* ,`2 Continued on page 2 - PROFESSIONAL t - ENGINEER - 6 Nt;, 18494 J A. T ;,94'. ._/coo,; WILLIAM A. BECKLIN, P.E. of MIN.,,. DATE: January 9, 2018 LIC. NO. 18494 ',,/,I I,,, Truss Repair for: Truss F12 w/ buckled Qty Ply Structural Details Provided by: 3955 Cherry Avenue plate on top chord 1 1 Job Refere Becklin & Whitney ,ndsen 7.Ocky xar 27 Ave. E. Ste 200 Orono, MN I :iPSzp7ToiCL9RMb71bKOckxrWY-vv 139 1st P.O. Box 471 HI— 2-3-7 I Cambridge, MN 55008 Glue and nail (1) 2x4"x8' SPF #2 or better(centered over buckled plate) to (1) side of the top chord with construction adhesive and 10d nails 4" O.C. or Simpson SDW22458 4-5/8" screws 6" O.C. 4x7= 5x10= _,._ _._ � _... ._.._ „ _... .._ 3 I I x6 FP= 1.5x3 H 3x4 H 5x10= 1.5x3 H 2 3 4 5 6 7 8 10 11 12 13 14 237,I Il •^ —.Th- ( Th y`_``` -\ lh1 �_ _ 24 0 � /IIIIIIII� //I IIIIIIIIIIIIIIIIIIIII`� �t 1 SI I 22 21 20 19 18 17 16 15 3x6= 4x7= 3x6= 3x6 FP= 4x8= 5x12= 4x8= 5x8= Note: All rows of fasteners to be installed into center of existing truss members. End distance of fasteners to be a min of 1-3/4". Edge distance 25-10-8 { Plate Offsets(X,Y)— (15:Edge,0-1-8j of fasteners to be a min of 3/4". 3-11-4 LOADING(psf) SPACING- 1-7-3 ! CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.21 20 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.44 18-20 >589 240 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.06 16 n/a n/a BCDL 5.0 Code MNSRC/TPI2002 1 (Matrix) Weight:106 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x4 SPF 1650F 1.5E(flat) end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2(flat)*Except* BL1,W1,W3:2x4 SPF Stud(flat) REACTIONS. (lb/size) 22=949/0-5-8 (min.0-1-8),16=2838/0-5-8 (min.0-1-15),15=-608/0-5-8 (min.0-1-8) Max Uplift15=-722(LC 2) Max Grav22=950(LC 2),16=2838(LC 1),15=137(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 15-24=-558/0,14-24=-557/0,2-3=-2456/0,3-4=-2456/0,4-5=-3097/0,5-6=-3097/0, 6-7=-2014/0,7-8=-2014/0,8-9=-2014/0,9-10=0/814,10-11=0/814,11-12=0/3468, 12-13=0/3467 BOT CHORD 21-22=0/1476,20-21=0/2980,19-20=0/2757,18-19=0/2757,17-18=0/806,16-17=-2875/0, 15-16=-1699/0 WEBS 2-22=-1694/0,2-21=0/1136,4-21=-606/0,6-20=0/396,6-18=-862/0,9-18=0/1402, 9-17=-1866/0,11-17=0/2388,11-16=-1510/0,13-16=-2294/0,13-15=0/2124 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 722 lb uplift at joint 15. 4)Load case(s)1,2,3 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3 10d(0 131"X 3")nails Stronabacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. I HEREBY CERTIFY THAT THIS PLAN, LOAD CASE(S)Standard SPECIFICATION, OR REPORT WAS 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) PREPARED BY ME OR UNDER MY Vert:15-22=-8,1-12=-100,12-14=-80 DIRECT SUPERVISION AND THAT I AM A Concentrated Verttl (lb) 14—500DULY REGISTERED PROFESSIONAL 2)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00.Plate Increase=1.00 ENGINEER UNDER THE LAWS OF THE Uniform Loads(plf) ` 111 i t t,,,,� Vert:15-22=-8,1-12=-100,12-14=-16 ;`QPM A•4-,..,E ,' STATE OF MINNESOTA. Concentrated Loads(Ib) .. 0*****'•"••..,-..:V.,.. Vert:14=-500 �:' LICENSED { Continued on page 2 _ PROFESSIONAL'i _ L(N/ 13. 7-PLO/ii4 ENGINEER le4/eRter#I-N (5:. 18494 '/7,' WILLIAM A. BECKLIN, P.E. ,, """ DATE: January 9, 2018 LIC. NO. 18494 �',,OF MINK... Truss Repair for: Truss F13 w/ buckled Qty Ply 1 Structural Details Provided by: 3955 Cherry Avenue plate on top chord Job Referee Becklin & Whitney Orono, MN Jndsen 7.610sMar27; 139 1st Ave. E. Ste 200 PSzp7To iCL9RM b71bKOckyxrWY-y P.O. Box 471 2-3-7 Glue and nail (1) 2x4"x8' SPF #2 Cambridge, MN 55008 or better(centered over buckled plate) to (1) side of the top chord with construction adhesive and 10d nails 4" O.C. or Simpson3x4= 1.5x3 H 4x10= SDW22458 4-5/8" screws 6" O.C. 1. 3x6 FP= 1.5x3 H 4x7= 5x5= 1.5x3 H 2 � T1 7 8 9 10 11 12 13 22 . o B .r- ,..000000.000" 1//` / \ BL1 23 ►Z 21 20 19 18 17 16 15 14 4x7= 4x12= 4x8= 5x5= 4x7= Note: All rows of fasteners to be installed into center of existing truss members. End distance of fasteners to be a min of 1-3/4". Edge distance of fasteners to be a min of 3/4". 25-10-8 25-10-8 Plate Offsets(X,Y)-- [12:0-1-8,Edge],[14:Edge,0-1-8],[15:0-1-8,Edge],[21:Edge,0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.59 17-19 >524 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -1.15 17-19 >267 240 MT16 116/127 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.17 14 n/a n/a BCDL 5.0 Code MNSRC/TP12002 (Matrix) Weight:103 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E(flat)*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T2:2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF Stud(flat) REACTIONS. (Ib/size) 21=1326/0-5-8 (min.0-1-8),14=1326/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3784/0,3-4=-3784/0,4-5=-5801/0,5-6=-5801/0,6-7=-6158/0,7-8=-6158/0,8-9=-6158/0,9-10=-4851/0, 10-11=-4851/0,11-12=-1881/0 BOT CHORD 20-21=0/2140,19-20=0/4991,18-19=0/6177,17-18=0/6177,16-17=0/5702,15-16=0/3559,14-15=0/1881 WEBS 2-21=-2459/0,2-20=0/1904,4-20=-1398/0,4-19=0/939,6-19=-436/0,9-17=0/529,9-16=-986/0,11-16=0/1497, 11-15=-1944/0,12-15=0/1013,12-14=-2253/0 NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Load case(s)1 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-21=-8,1-13=-96 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL A., ENGINEER UNDER THE LAWS OF THE PM••••••• .. STATE OF MINNESOTA. • LICENSED ,,,eigep-, Ile.40 ••'. Q PROFESSIONAL; — .JJ/jr_ ENGINEER • 18494 ��..• moo; WILLIAM A. BECKLIN, P.E. ' O..........MIN N0, DATE: January 9, 2018 LIC. NO. 18494 3/4"veal ON Truss Repair for: / 2—ibbon<teg 2x,ribbon at / chards by alhms. top chard by others. 3955 Cherry Avenue ,eirlabels. `.Pr , building. I — Orono, MN 42-0-0 I:1�,! !. Vii. a a -F1L - -- �� } 1 `7i_-1- ---iS_ f� 1 n- - `—I--71 - F-1- n 7l 9 . L, .. , ch4 dob y t bottom twrtls by others. n O Truss End Doted Tm.o End Derail Typ Floor Cantilever Eoterbr-Typical Floor Interior-Typical �- -i��' 4�/q` FSI ) u P'i' u F7 5) .i , 1 d i LLI i LLI I it LL —' — Remove existing 3 ply buckled post �a'be _har others". Q by others. --- - - - below header. Replace w/ (1) 6x6" III IIL� SPF#2 or better. Install Simpson III �'�"u'° _t_ _ Bean by others =. ABA66Z post base w/ a min of (8) Z a�ebb be ?maxg„ �,rbbanab�«n snores by an,era. cN, 16d nails into post and 5/8" anchor Truss End Detail ruaaEndow� °LL bolt into concrete. Install Simpson F�`Be°""°"B"m-Ty°"a' `"°A« dle,Dm BC46 post capw/ 6 16d nails into `"°r `' post and (6) 16d nails into beam. _ ) to ft with a.graPd��ItMs�tdda�. r Improperly '' supported aZ� ,..-- truss F8N1,4 e Cd l42 Irl c T E door girder droryad1-112' [ \, — Floor for chord loony tons. Truss End Detaf I I Improperly -1-'' F,5L ' Top Chord Bearing Truss at Floor Girder 1 ' ' ; supported truss F8 71 4 2 Structural Details Provided by: S -------5-M--- ° ' - Becklin & Whitney 71----11 _ 139 1st Ave. E. Ste 200 H P.O. Box 471 ,_-�,_ i LL -D-0.I_ ,D900 �2-0 Cambridge, MN 55008 19.2"OC . T 44142-0-04 L 12-8-0 8-4-0 13-0-0 8-0-0 e. T I HEREBY CERTIFY THAT THIS PLAN, 1st Floor Truss Layout SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY 1/6"=1'-0" DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ,,,, ENGINEER UNDER THE LAWS OF THE NOTE: 0. `.........................' STATE OF MINNESOTA. It is recommended that 2x6 strongbacks,on edge,spaced , �V, at a max of 10'-0"o.c.and fastened to each truss with ...2 (3)-16d nails prior to appliation of floor sheathing. _ LICENSED _ _ ; PROFESSIONAL 1 - ')r,,e/PA,,r,fr. 6 iip,Pe.0 1 e- Strong-backs are to be attached to walls at their - ! ENGINEER outer ends or restrained by other means. - Truss erector(s)should refer to the included HIB-91 (nom• 18494 ,.r AQ: Summary Sheet,Commentary and Recommendations for "9 .' 0 WILLIAM A. BECKLIN, P.E. Handling,Installing&Bracing Metal Plate Connected Wood �.�(.......... .v./ Trusses by the Truss Plate Institute(TPI)(orange in color). '.., OF MitS 0.• DATE: January 9, 2018 LIC. NO. 18494 3'4 ma ehrg Note: I gxenbbon setup 2,4 ribbon at TRUSS F21A 8 F22 DESIGNED TO CARRY Position floor trusses with their labels - _. I1Ofd' alw.e top chord by others. , WINDOWN HEADERS ABOVE. orientated to this side of the building. '''' r 44-4-0 I. ': - 11� -- 'I � .---->" — A` 'xA-44 42-0-0 .�7_-4-j SD W22600 SCREWS FOR 2 PLY GIRDER r _j-i 9.2"OC • CONNECTION.SEE DETAIL IN PACKET. 24 ribbon x baton �I • • �.— - - �1 _—�- I l�[] •• Lam,_ , I I _—.�� • chords W orders. `-i �} --F wAy'�LINE ABt� —�7+ 1-&1' Truss End Detail Truss End Deal I __ • 11-8-0 46-1,;14-7- • Floor Cantlever Exterior-TypiW Floorinterior-Typical • Add (2) 2x4" SPF #2or r,; El E a �, � LL i r4 FJ7i5) PJI(41�� 13 Blccbng on NA obbono top top or seam chords by then. better trimmers below ,� by others. existingheader blocked ' i • ��� ��� '� • T II',�h 3/4 eatseat 1,1 ' continuous to existing sill ' Beam Waners ply,sire to be �' plate below. I�i ,'�� 3 determined byot r,. n m LL� c W �I' I g Truss End Detail Truss End Wall �� �! i��w F� mw =Z11 p r f Floor Bearing at Beam-Typleal Floor Exterior-Typical S •} , TM$from ref?(Added?e4) F p hos Y sett for tap chord beuhg . I __LLi �I L `—� o • ofttvsfranlfrot. i�� � T- cr; d FIBrrun-) Fier Trim 9 _? gyCU m U- Lr,... CHASE FLUSH - r Yr mix Kt 2x4 being Nd HEADER cc turtle h� -7--yr :s J:._ Truss End Deal T ,r I --)--\ Shared Floor BearMg at Beam-Typical I Structural Details ., LL 9 Provided by: '� 2, Becklin & Whitney LL 24(6 LL LL 139 1st Ave. E. Ste 200 J i P.O. Box 471 2' ICAI� 1'0"CANT.' Cambridge, MN 55008 ± 1 8-0-0 2-6-0 • 4"CANT. ��_ 7-10-0 12-8-0T 6-4-0 .. 13-0-0 _ 9A-0 • I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS 2nd Floor Truss Layout PREPARED BY ME OR UNDER MY DIRECT y SUPERVISION AND THAT I AM A DULY 1/B"=VA" REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF NOTE: aR STRONG..DETAILS MINNESOTA. It is recommended that 2x6 strongbacks.on edge,spaced °` `�x\PM A'BFC/' ata max of 10'40"o.c.and fastened to each truss with ��-yje ��I S sV�.•r•��••�•••••"•::/-<;', (3)-16d nails prior to appliation of floor sheathing. 6 : 41)//40erarept„, 1 , �4 j,9:7 � ill II", .�:' LICENSED '�� Strong-backs are to be attached to walls at their �r`...4;°Or`�frII� I " 1�, _ :•PROFESSIONAL•? outer ends or restrained by other means. �' - ENGINEER - Trusserector(s)shouldrefertotheinoludedHlB-91 €_t;;o o • „o.;h0,, ri Z �n,, 18494 ;',�Q, WILLIAM A. BECKLIN, P.E. Summary Sheet,Commentary and Recommendations for °OO.s hrrcn AT BACKS c,«.,ARE 13M/tau CED T ro KAMAN CERT.FIRE,sc000cc .9 0. ",....N�So' DATE: January 9, 2018 LIC. N O. 18494 Handling,Installing 8 Bracing Metal Plate Connected Wood smgacarcts ARE RECOMMENCED To ulnune VIBRATION. __z ''r�F•" Trusses by the Truss Plate Institute(TPI)(orange in color). ',,,,F74111,,, • CARBON MONOXIDE ALARMS- TO SE PROVIDED AND wr INSTALLED PER MINNESOTA cb 1 wv f STATUE 214PSO. 0 OW/MOOR IR EACR SLEEP.ROOM SHALL , oprisee.Le AREA AND .4-1-• �>o•,.DE BR. SH:• ®e.,.>o x,. E e IED-I l i1 U :: a-a.Ra1 2.1.I'11AXIIIIII OPEN. - "GUARDRAILS REQUIRED '" 0 5 .. ........-AS - 1 _ OPP Of OR ABOVE �. ON TR!OPER SOE Or Nom• PONT "1 •�• Canter lebM wan i7 -_ _.� 1 } LecTE"i IED-5 b = �ml.m",sl gg A -?- •II° 1iI LEADS POOR J PROVO!SOW BEARING MEER E.11 Of MAKS 'GARAGE' r TRUSSES.LTC R,N BLOCK. TROO `f F ed pi* 4.OPPCRIVIP FLOOR aliww,gm �"��'> IyP{EE®ISI l- Y (Dv' 2. t -asn e�lf®°__I g� ¢ 4 nn.e,wRo Doo" " !y +bi ao de OR CAPACITY ^R� ks & •I "+ _ � _r tll-�p 3 L5 A C ^ E t Sid i i. • �IicNEN I. _ X .� " , ae DETECTORS IN EVERT1 BECROOR A.IN TM i ...,....c. CORRIDOR SWIG ACCESS TO TM IDEOROOR.ON ., A1, ,, 1.!1111_truFa Na i 11 FE - _( I. -; , b3 HEIGHT PORE THAN TR SE EMOTE DETECTOR M Y -�z RiI _S t Ili.1111I _III �. :F __�< L 64 an. o mo -- Raa"Mro Rf f 0,t + TX/OVER..DOOR 'I. a Y- u¢_o in MEROBROP fi EMMIE II L b , © b ...F7 supported ,a• T.,n-�!!;W`a. .tea.,,w,eo.l..,^e..........ooO,. ' - t. r-o _, .v as c-o- WINDSOR VINYL WINDOWS y i NEXT DIMENSION / \ -4?''CM —�— _r eRN UNIT GRE LOCATION =AEI,' .I r curt N,e «w�-axva -•:.. ..�.1 s+ro core `--� k § A X B RR aR0-0 I/2• 2 O R>(2ED uN,a we or rr ....CD O .,ae >- N 3 I. IPORo4 I._�- e'J r "a ev wT°0M X v RO.B•-O I/2• I 0 u }�"`•"O°T J"' ` T B.D BREAKPABT 3/21/2 13 �, uRIT PDR RM 13, / O ,LI, ®� QE 24•X'8. I D Is �'�� O °N LAUNDRY 1 MAIN FLOOR PLAN F 3o•x�e• 00:0-0 I/2• I "2, rc SCALE,0°•-YC © I 70"',":,!_:;727 INING ROOM J L5 Z. I_I 1,15 SQ FT N-n-Inxie- Ro.°-o va. I '16 :%IS 15 SQ FT ADD (LAUNDRY) U :4%IS 0 I 0f.._ 1, 30 SQ FT. � rc 910 SQ FT (GARAGE)REV. 5/30/2013 DEN U) Di i cttuPl 3r O ny. © 12.X 24 I D Do • z dao s-C ©:7,=w 4B'CX 5,0 OnIE BABE Iia 1 10X 4? 12/OU/2012 '•GUST PLAN 03/21201'{ ,03/21/2013 EXTERIOR DOORS (33/2111/201' boa/ovoq w/042013 ED-I T„T A MOS G.r TALL s.D.. I '04^01/2013 2/200 GARAGE TO 1.ISE 00OR 04/6/2013 ED-2 INR DDDR.2/.x... I v.0413 N GIDe Lrte 0E/ q REV. N 21/20 ED-3"eD,e ° I .PRC 1 GARAGE ST/MAPLEWOOD CANN s/}2/> R was DOOR mma ME ED-9 . INE/TRAMS RR R,TRANo I PLANS . 20M ED-S 2RSTEEL GAR.SX DR I 1 -014 20•1 A-3 —BLUE)INE DRAFTING t DESIGN DATE /I TIME-\( CITY OF ORONO CALLED IN 7/ INSPECTION!TIC Fr,, )100,3 SCHEDULED ) / (f. PERMIT NO. d a J� COMP ETED ADDRESS 395 5 / a OWNER TELEPH a NE O. / _10q/--- 6196 / IV CONTRACTOR `p,// .S- Pl 6h4s �/DESCRIPTION uC 14 x_. " " k— lU ❑ FOOTING 0 DEMO-FINAL El SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING y ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL 0 • ❑ LATHE 0 MECHANICAL RI ❑ SITE INSPECTION 'Cr0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION El WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL ID WATER HOOK-UP 0 FOLLOW-UP _• ❑ AS BUILT-SURVEY ID SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS:cc - . a irf455 a2 -. ,e r Q01.,-le•p/'is."., cc JO - 1W -fe.c c�C/ ,i5. " mem ` cC I n le'Di!/ed:C:7 0 4. CC _ .r17.rtee e-f- cecore) 44s /n5/DOPie-ems Q reet,. f 445 el0#roo e& w/ /ester W 7 47 �prM d-'e,.9 l:v�s. ``r P c CC a�Jra AO :t3 6. , e e P /,.... FAQ . - d ,1," wbrde Ales ✓ .-.4-,--0.0-.2.---,-- - 4., .4'J.ritQ/e'-' WU 0 WORK SATISFACTORY:PROCEED p r tf + ROJECT COMPLETE W ❑CORRECT WORK&PROCEED f,2� I ISSU CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPE TION TEMPORARY V BEFORE COVERING PGrV►'- t col;/ PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. /r"" 7411- White ' -White Copy/Inspector's File Canary Copy/Site Notice