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LA187796 - 19044 Iden Ave Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION 19044 Iden Avenue Summerlyn-8th Addition LP SHAKE SIDINGFACE APPLIED STONE VENEERHARDBOARD SIDING ON FRONT ELEVATION.FACE APPLIED STONE VENEERHORIZONTAL LAP SIDINGVINYL SIDING ON SIDE AND REAR ELEVATIONS.LP HORIZONTAL LAP SIDINGConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/26/2021dmathews 3UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. ·····················BWPsAbove3.5333.25PFHPFHBWPsAbove ·····················-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).333.43.43 SpecificationTeamservice.request@weyerhaeuser.com(888)453-8358........www.woodbywy.comDrawnBy:Jackie T.OriginalDate:2/21/2014ArchitecturalDrawingsPreparedBy:LENNARStructuralDrawingsPreparedBy:N/A12/16/13N/ASpecificationTeamCopyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.DBOiilDtArchitecturalDrawingsPreparedBy:StructuralDrawingsPreparedBy:the need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.4015SNELLING-A-H4TALL WALLS12AG6/3/14AG6/12/14UPDATEDPLANSADDED G4 & H4Weyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintendedforproductapplicationassurance;and,isnotintendedtocircumventLENNAR - MN4015SNELLINGAH4Rev.1ByDateAG6/3/14CommentsUPDATEDPLANS31/2" SpecificationTeamservice.request@weyerhaeuser.com(888)453-8358........www.woodbywy.comDrawnBy:Jackie T.OriginalDate:2/21/2014ArchitecturalDrawingsPreparedBy:LENNARStructuralDrawingsPreparedBy:N/A12/16/13N/ASpecificationTeamCopyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.DBOiilDtArchitecturalDrawingsPreparedBy:StructuralDrawingsPreparedBy:the need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.4015SNELLING-A-H4TALL WALLS12AG6/3/14AG6/12/14UPDATEDPLANSADDED G4 & H4Weyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintendedforproductapplicationassurance;and,isnotintendedtocircumventLENNAR - MN4015SNELLINGAH4Rev.1ByDateAG6/3/14CommentsUPDATEDPLANS31/2"71/4"12' 1 1/8"31/2"1827/818'27/8"31/2"18'27/8" Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comArchitectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A8/1/2012N/ALENNAR - MNSNELLING E/IELEVATIONS A - F, D4, G4, H4Rev.11ByDateJLH7-16-20CommentsUpdated joist layout for E/I plan changes.Drawn By:DAWN NChecked By:Date:ALAN G8/17/2012R12-157637SR-184801Sheet1of 3Weyerhaeuser prepared these placement plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.Drive nails at anangle to minimizesplitting of plateOne 10d (3") box nail eachside of member at bearing,112" minimum from endSee framing plan (if applicable)or iLevel® Framer's PocketGuide for minimum end andintermediate bearing lengths.TJI® JOIST NAILING REQUIREMENTS at BEARING134" minimum bearing atend support; 312" minimumat intermediate supportTJI® Joist to Bearing PlateShear transfer: Connections equivalent tofloor panel nailing scheduleOne 8d (212") boxnail each side.Drive nails at anangle at least 112"from end.Squash Blocks to TJI® Joist(Load bearing wall above)One 10d (3") box nailinto each flange10'-0" 11'-6"1'-0"1'-0"1'-0" 1'-0" 9'-0"9'-0"6'-0"3'-0"1'-0" 1'-0"1'-0"3601'-0"12'-0"17"13"15'-6"15'-6"SQUARE OR RECTANGULAR HOLE SIZEMinimum distance from edge of hole to inside face of nearest intermediate or cantilever support16'-0"15'-6"21'-0"20'-6"18'-0"17"17'-0"DO NOT cut, notch or drillholes in headers except asindicated in illustrationsand tables.For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be locatedat the center of the joist span provided no other holes occur in the joist.Distances are based on the maximum uniform loads shown in current Trus Joist® product guides. For other load conditions or holeconfigurations contact your Weyerhaeuser representative.15"8" 10"6"4"12"17"15"12"10"8"6"4"16'-0"15'-6"Holes may be located vertically anywhere within the web. Leave 18" of web (minimum) at top and bottom of hole.Knockouts are located in web at approximately 12" on-center; they do not affect hole placement.1'-0"1'-0"1'-0"1'-0"Rectangular holes based on measurement of longest side.18"20"1'-0"5605603603601'-0"1'-0"1'-0"1'-0" 1'-6"1'-0"2'-0"3'-0"3'-0"6'-0"6'-0"12'-0"5'-6"16'-6"11'-0"15'-0"10'-0"6'-0"9'-0"6'-0"3'-0"1'-6"4'-0"1'-0"1'-0"1'-0"1'-0"16'-6"18'-0"16'-6"14'-0"8'-6"7'-0"9'-0"11'-6" 16'-6"12'-6"14'-6"19'-6"17'-6'19'-0"20'-0"19'-6"10'-0"17"11'-0"13"10'-6"ROUND HOLE SIZETable B - Intermediate or Cantilever Support10'-6"9'-6"15'-0"13'-6"4'-0" 8'-0"2'-6"2303'-0"1'-0"1'-0"1'-0"1'-0"3'-0"3'-0"1'-0"1'-0"4'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"16"14"2305603601'-0"1'-0"1'-0"2305602103601'-0"1'-0"1'-0"1'-0"1178"1'-0"2303601102105602'-0"1'-0"1'-6"3602101103'-0"1'-0"1'-0"9'-0"5'-0"1'-0" 2'-6"1'-0"1'-0"1'-0"1'-6"2'-6"3'-0"1'-0"1'-0"1'-6"2'-0"1'-0"5'-6"5'-6"3'-0"11'-0"10'-0"4'-0"7'-0"6'-6"6'-6"10'-0"13'-6"12'-6"5'-6"9'-6"3'-0"8'-6"5'-6"2'-6" 5'-0"4'-0"1'-0"4'-6"7'-0"2'-0"8'-0"5'-6"2'-0"1'-6"4'-6"4'-0"9'-0"9'-6"11'-0"4'-6"12'-0"8'-0"9'-0"8'-0"6"3"1'-0"1'-0"1'-0"1'-0"1'-0"2'-6"2'-6"DEPTH912"TJI®2101102"2'-0"1'-6"18"20"1'-0"3605605603601'-0"1'-0"1'-0"5601'-0"4"4"3'-6"3'-0"612"7'-6"7'-6"878"11"1'-0" 2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"8"10"1'-0"10'-0"5'-0"11'-0"5'-0"1'-0"2'-0"7'-0"7'-0"3'-0"12"6'-6"15"7'-6"3'-0"2'-6" 4'-6"4'-6"2'-0"1'-6"3'-6"2'-6"1'-0"1'-0"1'-0"3'-0"1'-0"1'-0"2'-0"4'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"1'-0"3'-0"3'-0"1'-0"1'-0"12'-6"6'-0"2'-0" 10'-0"10'-6"13'-6"12'-0"10'-6"14'-6"13'-0"1'-0"3'-6"2'-0"5'-0"9'-0"7'-6"1'-0"5'-0"4'-0"2'-6" 6'-0"4'-6"10'-0"9'-0"13'-0"16'-0"14'-6"13'-0"12'-6"15'-0"14'-0"9'-6"12'-0"11'-0"10'-0"10'-0"8'-0"3'-6"5'-0"1'-0"6'-0"9'-6"5'-0"10'-6"5'-6"3'-0"2'-6"8'-0"7'-6"6'-6"12'-0"9'-0"9'-0"1'-0"6"1'-6"1'-0"1'-0"3"1'-0"3'-0"2'-6"2'-0"1'-6"2"1'-0"1'-0"1'-0"1'-0"1'-0"4"4'-0"3'-6"4"612"7'-0"6'-6"11"878"10'-0"12'-0"11'-6"11'-0"10'-0"5'-0"6'-6"4'-0"2'-6"11'-0"9'-6"8'-0"1'-0"8"1'-6"10"13'-6"14'-6"14'-6"14'-0"12'-6'11'-0"15"12"13"11'-0"10'-6"SQUARE OR RECTANGULAR HOLE SIZE13"6'-0"6'-6"ROUND HOLE SIZEMinimum distance from edge of hole to inside face of nearest end support1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"2'-0"1'-6"1'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"56016"14"1'-0"3602102305601'-0"1'-0"1'-0"2102301101'-0"1'-0"1'-0"1178"912"1102303602101'-0"1'-0"1'-0"1'-0"1102303602101'-0"1'-0"1'-6"1'-0"8'-0"1'-6" 3'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"8'-0"5'-6"1'-6"2'-0"6'-0"3'-6"4'-0"9'-0"3'-0"3'-6"2'-6"6'-0"6'-6"5'-0"1'-0"1'-0"1'-6"1'-0"1'-0"2'-6"2'-0"1'-6"2'-0"2'-6"3'-0"2'-0"4'-0"3'-6"2'-6"3'-0"5'-0"6'-0"7'-0"5'-6"Table A - End Support3"DEPTH TJI®2" 4"878" 11"1'-6"2'-0"1'-0"2'-6"2'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"5'-0"3'-6" 8'-0"2'-6"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"3'-6"1'-0"1'-0"1'-0"2'-0"2'-0"1'-6"9'-6"8'-0"9'-0"8'-0"10'-0"7'-0"6'-6"9'-0"9'-0"8'-6"8'-0"7'-0"6'-0"6'-6"1'-6"2'-6"2'-0"2'-0"2'-6"4'-0"3'-0"3'-0"3'-6"3'-0"2'-6"2'-6" 3'-6"5'-0"4'-6"4'-0"7'-6"7'-0"6'-6"6'-0"3"2" 4"11"878"Also see detail B2612"5'-0"5'-0"5'-6"6'-0"2'-6"3'-0"4'-6"2'-6"1'-0"1'-6"1'-0"2'-6"1'-0"1'-0"2'-6"5'-0"1'-0"1'-0"612"4'-6"5'-0"5'-0"5'-6"5'-0"5'-6"6'-6"4'-6"3'-6"4'-0"4'-0"6'-6"3'-0"2'-6"5'-6"7'-0"5'-0"4'-0"3'-0"3'-6"5'-0"2'-6"1'-6"2'-0"1'-0"3'-0"1'-0"1'-0"3'-0"5'-6"1'-0"1'-0"5'-6"5'-6"6'-6"4'-6"4'-0"4'-6"5'-0"7'-0"3'-6"3'-6"6'-6"7'-6"6'-0"5'-0"5"5"7"7"1'-0"1'-0"1'-0"5"4'-0"4'-6"2'-6"3'-0"6'-6"5'-6"1'-0"5'-6"3'-6"3'-6"3'-6"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"5'-0"7"4'-0"3'-0"2'-0"3'-6"4'-0"3'-6"1'-0"6'-6"6'-0"5'-6"7'-6"2'-6"8'-6"5'-0"7"5"5'-6"6'-6"3'-6"2'-6"5'-6"4'-0"4'-0"2'-0"7'-0"5'-6"5'-0"7'-0"2'-6"8'-0"7'-6"4'-6"4'-0"6'-0"8'-0"11'-0"6'-0"9'-6"8'-6"10'-0"11'-0"5'-6"7'-6"8'-6"10'-0"6'-0"7'-0"7'-0"5"1'-0"1'-0"1'-0"1'-0"7"1'-0"1'-0"1'-0"1'-0"5" 7"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"3'-0"4'-0"5"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"7"5"1'-0"1'-0"3'-6"1'-6" 6'-6"4'-0"6'-0"8'-6"7"1.3E TimberStrand® LSL allowed hole zoneddMicrollam® LVL andParallam® PSLallowed hole zonemiddle 13 span1.3E TimberStrand®LSL hole zoneMicrollam® LVLand Parallam®PSL hole zone2 x diameter of thelargest hole (minimum)d13 depth1"2"134"MAXIMUM ROUNDHOLE SIZEHEADER DEPTH438"714" to 20"512"See illustration for Allowed Hole ZoneOther Trus Joist® Trus Joist® Headers and Beams1.55E TimberStrand®LSL Headers and BeamsALLOWABLE HOLES - Headers and Beams13 depth2 x diameter of thelargest hole (minimum)2 x diameter of thelargest hole (minimum)Allowed hole zone8"8"See illustration for allowed hole zone1114"-11 78"14" to 16"914"-912"HEADER DEPTHMAXIMUM ROUNDHOLE SIZE358"458"3"No holes in headers or beams in plank orientation.Round holes onlyGeneral NotesGeneral NotesNo holes in headers or beams in plank orientation.Allowed hole zone suitable for uniformly loaded headers and beams only.Round holes onlyNo holes in cantilevers.BEAM ATTACHMENT at BEARINGThis sheet is intended as a supplement to the Trus Joist® Framer's Pocket Guide, which should be referenced for additional information.THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDINGAllowable Load400475Allowable load determined in accordance with AC 124.Corrosion-resistant fasteners required for wet-service applications.114" TimberStrand®LSL rim boardEXTERIOR DECK ATTACHMENTStructural exterior sheathingSee fastenertable below. Maintain2" distance (minimum) fromedge of ledger to fastener.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for TJI® blocking panels912" deep or shorter than 12" long.Do not cut flanges.GENERAL TRUS JOIST PRODUCT ASSEMBLY DETAILSE1E1WWeb stiffenersrequired eachside at E1WBacker block: Install tightto top flange (tight tobottom flange with facemount hangers). Attachwith ten 10d (3") boxnails, clinched whenpossible.H2Backer blockboth sides of webwith single TJI®joistFiller block: Attach with ten 10d (3") boxnails, clinched. Use ten 16d (312") boxnails from each side with 312" TJI® joistflange widths. Use fifteen nails withTJI® joist depths greater than 16".12" lag boltLA38" lag boltFastenerFlashingTreated 2x_ledger400N.A.118" Trus Joist®rim boardWeb stiffener each side.See sizes below.WTight fitWEB STIFFENER ATTACHMENTGap:18" minimum234" maximumThree 8d (212") box nails, clinched(Three 16d (312") box nails at 312"TJI® joist flange widths112"112"Load bearing or shear wall above(must stack over wall below)TJI® blockingpanelWeb stiffenersrequired each side atB1W and B2WB2B1B1WB2W116"2x4 minimumsquash blocksUse 2x4 minimum squash blocks totransfer load around TJI® joistCSLoad from above2x4 minimumsquash blocks116"With top flange hangers, backer block requiredonly for downward loads exceeding 250 lbs or foruplift conditions.NOTE: STUCTURAL DOCUMENTS FOR THIS PROJECT PER THE DESIGN PROFESSIONAL OF RECORD SHALLSUPERCEDE ALL ASSEMBLIES SHOWN IN THIS SECTION, ALSO REFER TO TRUS JOIST® PLACEMENT PLANS(AND MATERIAL SCHEDULES) FOR REQUIRED MATERIAL.Coordinate load requirements with the design professional of record.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarksof Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved.TimberStrand® LSL, TrusJoist® rim board, or(Microllam® LVL with EORapproval) see placement plan.TimberStrand® LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval)TimberStrand® LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval)TimberStrand® LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval) seeplacement plan.B4End of joist at centerline of support. Blocking panels required.Load bearing or shear wall above (must stack over wall below when present)Plate nail - 16d (0.135" x 312")at 16" on-center*Floor panel nail - 8d (0.131" x 212")at 6" on-center*A3WWToe nail - 10d (0.131" x 3")at 6" on-center*When sheathing thickness exceeds 78",trim sheathing tongue at rim boardWeb Stiffeners requiredeach side at A3._WA3A3.2A3.1 A3.3A3.1WA3.2WA3.3TimberStrand® LSL, Trus Joist®rim board, or (Microllam® LVL withEOR approval) see placement plan.For rim board thicker than 1 34"- Attach TJI® Joist to rim board with one 10d (0.128"x3")nail. Top nail from TJI® joist into rim board.- Connect corner with four 10d (0.128"x3") nails. Toe nailfrom side of parallel closure into rim board.*Conventional construction code minimum for use withA3 only. See the Trus Joist TJI® Specifier's Guide, #TJ-4000,and the Trus Joist® Rim Board Specifier's Guide, #TJ-8000,for A3.1-A3.3 installation specifications and applications.Doubletop plateStudKingstudHeader platestops at insideface oftrimmersHeader - per plan(bears directly ontrimmers)Trimmers- per planHeadercrippleTypical Header DetailWindow/Door OpeningOnly header openings and roof loads which affect Trus Joistproduct sizes have been denoted on this layout. In addition toany CS detail callouts shown, solid blocking and/or squashblocks are required to provide vertical load transfer from allconcentrated load locations to foundation below. See pocketframer guide for appropriate detail(s).ASSUMED BEARING LENGTH FOR BEAMSAt parallel walls assume 1-1/2" end bearing, at perpendicular wallsassume full wall width end bearing UNO.ALLOWABLE JOIST SHIFTSIndividual joists can be shifted up to 3" maximum from their on-centerspacing to avoid hanger interference/plumbing drops/post.(DO NOT EXCEED 24" O.C. MAXIMUM SPACING)CANTILEVERS/TRUSSESDesign assumes all trusses at floor cantilevers are connected to thewall and NOT to the Trus Joist rimboard. If trusses need to connectto the Trus Joist rimboard, contact Weyerhaeuser for a connectiondetail prior to installation.JOIST & BEAM HANGER FACE NAILING REQUIREMENTS* FOR3 & 4 PLY SUPPORTING MEMBERSFor IUS or THF Hangers - Use 10d (0.148") x 3" nails.For MIU, HU, HHUS, HGUS or HD, THD, THDH Hangers - Use 16d(0.162") x 3-1/2" nails.*For hangers that have joist fasteners/connections, fill all holes withthe manufacturer's recommended fasteners.**FLOOR & ROOF DESIGN PARAMETERS**Face mounthangerTop flangehangerVerify column capacityand beam bearinglength. See currentiLevel® literature.L5L1BEARING ATCOLUMNColumnSee current Trus Joist® literaturefor framing connectorsL6Additional nailing or bolting may berequired with side-loaded multiple-memberbeams. Refer to current product literature.CONNECTION OF MULTIPLE PIECESOF TOP-LOADED BEAMS (1)Minimum of 3 rows 10d (3" x 0.128") nails at 12" o.c.Minimum of 4 rows 10d (3" x 0.128") nails at 12" o.c.for 14" and deeper beamsIf using 12d (314") or larger nails, the number ofnailing rows may be reduced by one.(1) Load must be applied evenly across entirebeam width. Otherwise, use connections forside-loaded beams.312" Width Pieces:Minimum of 2 rows 12" bolts at24" o.c. staggered134" Width Pieces:L2L3Protect untreatedwood from directcontact withconcreteL4BEARING AT WALLBEARING FOR DOOROR WINDOW HEADERStrap per code if top plateis not continuous overheaderBEAM TO BEAMCONNECTIONBEARING ATCONCRETE WALLTimberStrand® LSL, Trus Joist® rimboard, (Microllam® LVL with EORapproval), or TJI® blocking for lateral supportBEAM DETAILS2'TJI® JOIST2"2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.E1 ALTWARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.16' maxdeck2'11 7/8" - 16" TJI®2"6"16' maxdeck2'9 1/2" TJI®6"2x_ Furring2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.Inverted hanger (seehanger list on Trus Joiststructural layout)Treated ledger1 18" x 11 7/8" Trus Joist® rim boardInverted hanger (seehanger list on iLevelstructural layout)Treated ledgerE1 ALT LA2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.E1 ALT LA 9.52x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.Timberstrand ® LSL rim boardto match TJI® depth2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.WARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.WARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.Attach reinforcementto TJI® joist with 8d (212")common nails at 6" on-center. When reinforcingboth sides, stagger nails.E3E22'-0"maximumFace grainhorizontal4'-0" length of34" reinforcementon one side at E2,both sides at E3ALT ALTTimberstrand ® LSL rim boardto match TJI® depth2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.WARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.Timberstrand ® LSL rim boardto match TJI® depthUNLESS NOTED OTHERWISEFLOOR LIVE LOAD DEFLECTION CRITERIA: L/480FLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 10 PSFSNOW LIVE LOAD: 35 PSFROOF DEAD LOAD: 20 PSF (TRUSSED ROOFS)ROOF DEAD LOAD: 15 PSF* (TJI/RAFTER)*Dead Loads are adjusted for slope correctionTJI® blockingpanelA1PB113 joist span8' max.Apply subflooradhesive to allcontact surfacesOption #3:Option #1:Option #2:TJI® Joist blocking with endblocks installed at 13 joist-spanlocations usingtwo 8d (0.113" x 212")nails or2 12" screws,typical2x_ strapping installed at 13joist-span locations using two2 12" screws per joist, typicalDirectly applied ceilingWhen specified on the layout, one ofthe above bracing options is requiredAdditional Notes1.5E TimberStrand®LSL Prescriptive Chart13 depth2 x diameter of thelargest hole (minimum)8"See illustration for allowed hole zone1114"-11 78"14"-16"914"-912"358"458"3"Round holes onlyGeneral NotesNo holes within 8" of joist ends.Maximum RoundHole SizeJoist DepthAllowed hole zone1.5 E TimberStrand® LSL8"Round holes larger than 3-5/8" up to 7-1/4" max. in1.5" x 11-7/8" 1.5E TimberStrand LSL joist onlyEdge of large holes need to be at least 4 times the diameter of the largest hole(for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the nexthole is a small 12" diameter hole).The hole must be centered within the joist vertically.No square or rectangular holesNo more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span.See chart below for minimum distance from inside face of bearing to edge of hole for holeslarger than 3-5/8" but not greater than 7.25"Minimum distance from edge of hole to inside face ofbearing (end or intermediate)4"5"6.5" 7.25"2'-0"2'-0" 3'-0"3'-6"the area of a 7-1/4" circumscribed hole A smaller hole can be drilled withincentered in the depth of the joistcircumscribed 7-1/4" holesmaller hole drilled withincircumscribed area of 7-1/4" holeassuming the circumscribed hole is a minimum of 3'-6" from face of bearing1-1/2" x 11-7/8" 1.5E TimberStrand LSL floor joistSales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. The Builder or General Contractor is responsible for the structure(s) overalldesign, and it is strongly recommended that all drawings and calculations be reviewed by theengineer of record for this particular project. WALKOUT HEADERS - ADDPlotID Length ProductPlies Net QtyTSHd3-3 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3TSHd4-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TSHd5-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2Soil Pressure BlockingPlotIDLength Product Plies Net QtySOIL PRESSURE BLOCKING MATERIAL 114' 5" 11 7/8" TJI 210 joist 1 1LOOKOUT HEADERS - ADDPlotID Length ProductPlies Net QtyTSHd6-3 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3TSHd5-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 Start Layout 19.2" o.c.First Floor - All ElevationsPlotID Length ProductPlies Net QtyFBk1 11' 2" 11 7/8" TJI 210 joist1 1M1-3 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3TS1 44' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7TS2 40' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3TS4 26' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6TS5 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 15TS6 10' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 8TS7-3 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3TS9-3 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3TS10 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS11-3 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3TS12-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board1 1323/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 48CSCSCSCSCSCSCSCSCSCSCSB1B1B4B4B2B2A3A3A3A3A3CSCSB1CSTS12-3TS11-3TS9-3TS7-3M1-3STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1FBk1FBk1FBk1FBk1FBk1TSHd3-3TSHd5-2TSHd4-2TSHd6-3TSHd5-23"3"3"3"4 1/2"4 1/2"CSTS10BM1BM17" ELEV H41' 1 3/4"2' 0" 1' 7 13/16"10 3/16"1' 3 1/2"1' 6 1/4"1' 5 7/16"1' 8 15/16"TS119.2" O.C.TS219.2" O.C.TS519.2" O.C.TS519.2" O.C.TS419.2" O.C.TS619.2" O.C.Change to 8'-0" for Elev H4Install (4) 2x6 squash blocks underall points loads at front of house.For labeled Point Loads exceeding10,000 lbs contact LENNAR forFraming Details.All joist blocking including soil pressure joistblocking can be either 210 or 360 series TJI or1-1/2" Timberstrand LSL 1.5E material.HVAC chaseNo material changes for side orcorner full height stone fireplaces.OPTIONAL WALKOUT HEADERS w/ CORNER FP OPTION - ADDPlotID Length ProductPlies Net QtyTSHd1-3 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3TSHd4-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TSHd5-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2OPTIONAL LOOKOUT HEADERS w/ CORNER FP OPTION - ADDPlotID Length ProductPlies Net QtyTSHd2-3 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3TSHd5-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TSHd1-3TSHd5-2TSHd5-2TSHd2-3TSHd4-23"3"3"3"4 1/2"4 1/2"Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comWeyerhaeuser prepared these placement plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A8/1/2012N/ALENNAR - MNSNELLING E/IELEVATIONS A - F, D4, G4, H4Rev.11ByDateJLH7-16-20CommentsUpdated joist layout for E/I plan changes.Drawn By:DAWN NChecked By:Date:ALAN G8/17/2012First Floor Framing PlanScale: 1/4" = 1'-0"R12-157637SR-184801Sheet2of 3Structural Framer'sPocket Guide.Access with your Smart Phone.www.ilevel.com/literature/tj-9001.pdfHave a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to:www.damagereport.ilevel.comLack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registeredtrademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved.Joist Plot IDSYMBOL LEGENDx = Example member ID1.9E Microllam LVL2.0E Parallam PSL1.55E TimberStrand LSLHeader Plot IDHanger LabelMember By OthersUnder Load AboveHangerJoistBeamWallsWalls AboveDetail Callout LabelXXULABBOHxxxHdx-xTSx-xPLx-xMLx-xXxClosure By OthersCBOTHINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELIN® LAYOUT INCLUDES THE iLEVEL® FRAMER'S POCKET GUIDE.Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. The Builder or General Contractor is responsible for the structure(s) overalldesign, and it is strongly recommended that all drawings and calculations be reviewed by theengineer of record for this particular project. FULL FOUNDATION - ADDPlotID Length ProductPlies Net QtyNot Shown 50' 0" 1-1/2" x 11-7/8" 1.5E Timberstrand LSL1 1 Start Layout 19.2" o.c.First Floor Full Foundation - All ElevationsPlotID Length ProductPlies Net QtyFBk1 13' 4 1/4" 11 7/8" TJI 210 joist1 1M1-3 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3TS1 44' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7TS2 40' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3TS4 26' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5TS5 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 15TS6 10' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9TS7-3 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 9TS9-3 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3TS10 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS11-3 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3TS12-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board1 1323/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 48Soil Pressure Blocking.PlotIDLength Product Plies Net QtySOIL PRESSURE BLOCKING MATERIAL 114' 5" 11 7/8" TJI 210 joist 1 1Elevation H Remove ListPlotID Length ProductPlies Net QtyTS7-3 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3Elevation H Add ListPlotID Length ProductPlies Net QtyTS8-4 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 4 4CSCSCSCSCSCSCSCSB1B1B1B4B4B2B2A3A3A3A3A3A3A3TS12-3TS11-3TS9-3TS7-3M1-3STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1TS6TS4STRm1STRm1FBk1FBk1FBk1FBk1FBk1CSTS10BM1BM11' 1 3/4"1' 7 13/16"10 3/16"1' 3 1/2"1' 6 1/4"TS7-3STRm1TS7-3STRm110 3/16"1' 1 7/8"1' 5 7/16"1' 8 15/16"TS119.2" O.C.TS219.2" O.C.TS519.2" O.C.TS519.2" O.C.TS419.2" O.C.TS619.2" O.C.Install (4) 2x6 squash blocks underall points loads.For labeled Point Loads exceeding10,000 lbs contact LENNAR forFraming Details.Full Foundation: 1-1/2" LSL 1.5E flush withcanted sill plate. LSL attached to Rim held toinside lining up with concrete foundation.(1-1/2" LSL not shown on layout.)All joist blocking including soil pressure joistblocking can be either 210 or 360 series TJI or1-1/2" Timberstrand LSL 1.5E material.Rim needs to be split and beam runto outside face of framing above.Change from 3-plyto 4-ply 1-3/4" LSLon elevation H.HVAC chaseAdd- Any Corner FP w/ Full FdnPlotID Length ProductPlies Net QtyTS3 28' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS8-4 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 4 4Remove- Any Corner FP w/ Full FdnPlotID Length ProductPlies Net QtyTS1 44' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS7-3 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3B1B2A3CSCSCSCSTS12-3TS7-3STRm1STRm1STRm1STRm1TS3FBk117' 11"TS8-410' 4 1/2"19.2" O.C.TS119.2" O.C.From framing to beam faceRim needs to besplit and beam runto outside face offraming above.Any Corner Fireplace withFull FoundationAny cornerfireplace on fullfdn: add 4-plybeam.HVAC chaseAny cornerfireplace on fullfdn: 3-ply beamgets removed.No material changes for side orcorner full height stone fireplaces.Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comWeyerhaeuser prepared these placement plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A8/1/2012N/ALENNAR - MNSNELLING E/IELEVATIONS A-F, D4, G4, H4 with Full FoundationRev.11ByDateJLH7-16-20CommentsUpdated joist layout for E/I plan changes.Drawn By:DAWN NChecked By:Date:ALAN G8/17/2012First Floor Framing PlanScale: 1/4" = 1'-0"R12-157637SR-184801Sheet2of 3Structural Framer'sPocket Guide.Access with your Smart Phone.www.ilevel.com/literature/tj-9001.pdfHave a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to:www.damagereport.ilevel.comLack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registeredtrademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved.Joist Plot IDSYMBOL LEGENDx = Example member ID1.9E Microllam LVL2.0E Parallam PSL1.55E TimberStrand LSLHeader Plot IDHanger LabelMember By OthersUnder Load AboveHangerJoistBeamWallsWalls AboveDetail Callout LabelXXULABBOHxxxHdx-xTSx-xPLx-xMLx-xXxClosure By OthersCBOTHINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELIN® LAYOUT INCLUDES THE iLEVEL® FRAMER'S POCKET GUIDE.Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. The Builder or General Contractor is responsible for the structure(s) overalldesign, and it is strongly recommended that all drawings and calculations be reviewed by theengineer of record for this particular project. Start Layout 19.2" o.c.Elevation F Second FloorPlotID Qty Manuf Product Backer Blks Web StiffH2 1 Simpson HHUS410 No NoH5 4 Simpson HUC48 No NoH6 1 Simpson IUS1.81/11.88 No NoH7 17 Simpson IUS2.06/11.88 No NoH8 3 Simpson IUS2.06/11.88 No YesH10 1 User HUC48 Not Required Not RequiredElevation F Second FloorPlotID Length ProductPlies Net QtyF44' 44' 0" 11 7/8" TJI 210 joist1 5F34' 34' 0" 11 7/8" TJI 210 joist1 3F32' 32' 0" 11 7/8" TJI 210 joist1 2F30' 30' 0" 11 7/8" TJI 210 joist1 4F28'-2 28' 0" 11 7/8" TJI 210 joist2 2F28' 28' 0" 11 7/8" TJI 210 joist1 7F20' 20' 0" 11 7/8" TJI 210 joist1 9F18' 18' 0" 11 7/8" TJI 210 joist1 10F16' 16' 0" 11 7/8" TJI 210 joist1 1F14' 14' 0" 11 7/8" TJI 210 joist1 2F10' 10' 0" 11 7/8" TJI 210 joist1 4FBk1 6' 10 1/4" 11 7/8" TJI 210 joist1 1F6' 6' 0" 11 7/8" TJI 210 joist1 1M2-4 22' 0" 1 3/4" x 18" 2.0E Microllam LVL4 4M5-2 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2TS3-2 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS4-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS8-3 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3TS7-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS6 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 3TS9-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TSHd1-3 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3TSHd2-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2TSHd4-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4TS11 12' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1TS12 8' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1TS13 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 2STRm1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board1 1223/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 58ADD - GARAGE EXPANSION OPTIONPlotID Length Product Plies Net QtyM3-2 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2REMOVE - GARAGE EXPANSION OPTIONPlotID Length Product Plies Net QtyM5-2 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2B1B1B1B1B1A3A3A3A3A3E1E3E1CSCSCSCSCSE1B4B4B1TSHd1-3TSHd4-2TSHd2-2TS9-2TS4-2TS7-2TS8-3F6'F20'F16'STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1FBk1F20'F28'-2FBk1F20'FBk1FBk1TS3-2BBO9AltBBOHd1-2BBO1-3AltAlt3"3"TS64 1/2"TS6BBO10M2-4TSHd4-2TS6STRm1H2M5-2TS13TS12TS13TS11H10H5H6BM1 H5H5H5M3-2Girder Truss by OthersL19L19L1912 beamdepth2" at topand bottom,typical12" A307 through boltor SDS, WS,Truss-LOK-EWPTM orSDW screw, typicalPoint Load Connector Spacing4- or 6- Screw Connection112"spacing betweenstaggered screws7 7/8"11 5/16"1' 8 15/16"1' 5 7/16"5 15/16"6 1/16"1' 7"1' 6 9/16"1' 1 7/16"1' 1 9/16"9 1/2"11 9/16"FBk1F28'FBk111 7/8"1' 9 1/8"F20'19.2" O.C.F32'19.2" O.C.F18'19.2" O.C.F18'16" O.C.F28'16" O.C.F28'16" O.C.F34'19.2" O.C.F10'16" O.C.F14'19.2" O.C.F44'19.2" O.C.F30'16" O.C.H7H7H8H7H71' 8"1' 1 15/16"SEE TALL WALLTop of Beam Flush to Top of FloorSystem. 7" Minimum Heel Height.Can LightInsulate back 6" from rimbetween double joists.4' Garage Extension Option(12) SDW22634 screw cluster.6 screws on each side ofhanger. Follow L19 detail but addadditional column to get 6 screwson each side of hanger. (24 total.)SDW22634 Simpson Screw - Qty 24Serenity Bath OptionJ&J Bath3/4 BathStandardOwner BathElevation F RoofPlotID Length Product Plies Net QtyTSHd2-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL3 3TSHd3-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 22TSHd3-2BBOHd1-2TSHd2-3BBO11BBO123"3"3"3"Designed with a 5'hip girder setback. Start Layout 19.2" o.c.Add- Corner FireplacePlotID Length ProductPlies Net QtyTSHd3-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3Remove- Corner FireplacePlotID Length ProductPlies Net QtyTSHd1-3 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3A3CSTSHd3-3STRm13"3"CORNER FIREPLACE OPTIONSpecification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comWeyerhaeuser prepared these placement plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintended for product application assurance; and, is not intended to circumventthe need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A8/1/2012N/ALENNAR - MNSNELLING E/IELEVATION FRev.11ByDateJLH7-16-20CommentsUpdated joist layout for E/I plan changes.Drawn By:DAWN NChecked By:Date:ALAN G8/17/2012Second Floor Framing PlanScale: 1/4" = 1'-0"R12-157637SR-184801Sheet3of 3Structural Framer'sPocket Guide.Access with your Smart Phone.www.ilevel.com/literature/tj-9001.pdfHave a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to:www.damagereport.ilevel.comRoof Header PlanScale: 3/16" = 1'-0"Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registeredtrademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved.Joist Plot IDSYMBOL LEGENDx = Example member ID1.9E Microllam LVL2.0E Parallam PSL1.55E TimberStrand LSLHeader Plot IDHanger LabelMember By OthersUnder Load AboveHangerJoistBeamWallsWalls AboveDetail Callout LabelXXULABBOHxxxHdx-xTSx-xPLx-xMLx-xXxClosure By OthersCBOTHINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELIN® LAYOUT INCLUDES THE iLEVEL® FRAMER'S POCKET GUIDE.Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. 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561129#..5Ä6;29+&'Z&''2%10%4'6'564+2(116+0)6;2#6126+10#.4'#49#.-176.11-176(170+109#..5Ä6;2(((((116+0)54'/#+070%*#0)'&Y)#4#)'$7/2176126+10'.'8#6+105&' (.19'4.'8'.2.#05*190(14.1%#6+104'('4'0%'10.; #%67#..#;176/#;$'/+4414'& 5#4'('4'0%'2.#0((9+&'Z&''2%10%4'6'564+2(116+0)6;2#6+06'4+14$4)9#..5(6*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;619#.-176(170+1056*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;61.11-176(170+1059+&'Z&''2%10%4'6'564+2(116+0)6;2#6':6'4+14*175'(7..$#5'/'06#0&)#4#)'(4156(170+109#..5Ä6;29+&'Z&''2%10%4'6'564+2(116+0)6;2#69+0&199'.. 561129#..5Ä6;29+&'Z&''2%10%4'6'564+2(116+0)6;2#6126+10#.4'#49#.-176.11-176(170+109#..5Ä6;2(((((116+0)54'/#+070%*#0)'&Y)#4#)'$7/2176126+10(((((((( Concept Approval ONLYSubject to Field Inspection Inspector Date 2020 MN Bldg Code 01/26/2021dmathews 40,000 X X 40,000 1344 40,000 3000 3000 1344 3000 .45 .45 .55 40,000 40,000 13.33 13.33 .55 7.3 3.1 66000 NR 5078 762 762 280 415 415 200 100 Date Certificate Posted X Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " round duct OR " metal duct Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Windows & Doors Average U-Factor (excludes skylights and one door ) U: 0.31 Solar Heat Gain Coefficient (SHGC):0.29 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Nat Gas Nat Gas Elect GPVL-50 13ACXN-036 Fuel Type Manufacturer Lennox AOSmith Lennox Model ML193UH070XE36B 13 Location of duct or system: Rating or Size 50 Output in Tons:3 Efficiency SEER /EER Residential Load Calculation Heating Loss Heating Gain Cooling Load 60,252 27,367 32,895 MECHANICAL VENTILATION SYSTEM Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms:200 MN License Number Lennar 1413 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateNew Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.1/21/2021 Mailing Address of the Dwelling or Dwelling Unit City Lakeville19044 Iden Avenue Name of Residential Contractor Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+) Wall Ceiling, flat Interior R5 + R10 Exterior Interior Interior Balanced Ventilation capacity in cfms:Mech Room Capacity continuous ventilation rate in cfms: Total ventilation (intermittent + continuous) rate in cfms: 100 High: Energy Recover Ventilator (ERV) Capacity in cfms:High: Location of duct or system: 000000Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit (NPDES Construction Stormwater Permit, MPCA) ruction site at least once every seven (7) days during active con (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 01/29/21 X KP