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LA173125 19186 Incline Way 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: Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode09/04/2019dmathews 555UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. ···················Temper ifglass within60" of floorTemper ifglass within60" of floor444443.5223.544-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).555444566PFHPFH4455453.53.5 Weyerhaeuser prepared these 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 willconstitute an infringement of copyright.Lennar MN5006Elevation BMNR14-1744945006 BSheet1of 3Structural Framer'sPocket Guide.Access with your Smart Phone.http://woodbywy.com/document/tj-9001/Have 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.woodbywycomSpecification Teamservice.request@weyerhaeuser.com(888) 453-8358........www.woodbywy.comDrawn By:Chuck EOriginal Date:7/15/14Rev.ByDateJLH9-24-18CommentsCorrected bsmt hgr and rim qty.Architectural Drawings Prepared By:LennarStructural Drawings Prepared By:N/A7/15/14N/ADrive 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 PlateSheartransfer:Connections equivalent tofloor panel nailing scheduleOne8d(212") boxnail each side.Drive nails at anangle at least 112"from end.Squash Blocks to TJI® Joist(Loadbearingwallabove)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 spanprovided 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. Leave18"ofweb(minimum)attopandbottomofhole.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"1.3ETimberStrand®LSLallowed hole zoneddMicrollam®LVLandParallam®PSLallowed hole zonemiddle13span1.3ETimberStrand®LSLhole zoneMicrollam®LVLandParallam®PSLhole zone2 x diameter of thelargest hole (minimum)d13depth1"2"134"MAXIMUM ROUNDHOLE SIZEHEADER DEPTH438"714"to20"512"See illustration for Allowed Hole ZoneOther Trus Joist®Trus Joist®Headers and Beams1.55E TimberStrand®LSL Headers and BeamsALLOWABLE HOLES - Headers and Beams13depth2 x diameter of thelargest hole (minimum)2xdiameterofthelargest hole (minimum)Allowed hole zone8"8"See illustration for allowed hole zone1114"-1178"14" to 16"914"-912"HEADERDEPTHMAXIMUM 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 foruniformly loaded headers and beams only.Round holes onlyNo holes in cantilevers.BEAM ATTACHMENT at BEARINGThissheet isintended as asupplement to the Trus Joist® Framer'sPocket 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 forTJI®blocking panels912" deep or shorter than 12" long.Do not cut flanges.GENERAL TRUS JOIST PRODUCT ASSEMBLY DETAILSE1E1WWeb stiffenersrequired eachside at E1WBacker block: Install tighttotopflange(tighttobottom flange with facemount hangers). Attachwith ten 10d (3") boxnails, clinched whenpossible.H2Backer blockboth sidesof webwith singleTJI®joistFiller block: Attach with ten 10d (3") boxnails, clinched. Use ten 16d (312") boxnailsfromeachsidewith312"TJI®joistflange widths. Use fifteen nails withTJI®joist depths greater than 16".12"lagboltLA38"lagboltFastenerFlashingTreated 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.DONOTwalkonjoistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam®, Parallam®, Silent Floor®, TimberStrand®,TJI®,and Trus Joist®areregisteredtrademarksof Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved.TimberStrand® LSL,TrusJoist®rim board, or(Microllam® LVLwith EORapproval) see placement plan.TimberStrand® LSL,TrusJoist®rim board, or (Microllam®LVLwith EOR approval)TimberStrand® LSL,TrusJoist® rim board, or (Microllam®LVLwith EOR approval)TimberStrand® LSL,TrusJoist®rim board, or (Microllam®LVLwith 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 exceeds78",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® LVLwithEOR approval) see placement plan.For rim board thicker than 134"-AttachTJI®Joist to rim board with one 10d (0.128"x3")nail. Top nail fromTJI®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-perplanHeadercrippleTypical 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 withside-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 rows12" bolts at24" o.c. staggered134" Width Pieces:L2L3Protect untreatedwood from directcontact withconcreteL4BEARING AT WALLBEARING FOR DOOROR WINDOW HEADERStrappercodeiftopplateis not continuous overheaderBEAM TO BEAMCONNECTIONBEARING ATCONCRETE WALLTimberStrand® LSL,Trus Joist®rimboard, (Microllam® LVLwith EORapproval), orTJI®blocking for lateral supportBEAM DETAILS2'TJI® JOIST2"2x6 (min.) solid sawn or 412"wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connecttoplatewith8d(0.113"x238") nails at 6"on-center.2416span rated sheathing (716"Min.).Attach with 8d (0.113" x 238") 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' maxdeck2'91/2"TJI®6"2x_ Furring2416span rated sheathing (716"Min.).Attach with 8d (0.113" x 238") 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 ledger118" x 11 7/8"Trus Joist®rim boardInverted hanger (seehanger list on iLevelstructural layout)Treated ledgerE1 ALT LA2416span rated sheathing (716"Min.).Attach with 8d (0.113" x 238") 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 412"wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 238") nails at 6"on-center.Timberstrand ® LSL rim boardto match TJI® depth2x6 (min.) solid sawn or 412"wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connecttoplatewith8d(0.113"x238") 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 reinforcementtoTJI®joist with 8d (212")common nails at 6" on-center. When reinforcingboth sides, stagger nails.E3E22'-0"maximumFace grainhorizontal4'-0" length of34" reinforcementononesideatE2,both sides at E3ALT ALTTimberstrand ® LSL rim boardto match TJI® depth2x6 (min.) solid sawn or 412"wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connecttoplatewith8d(0.113"x238") nails at 6"on-center.2416span rated sheathing (716"Min.).Attach with 8d (0.113" x 238") 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 PSFFLOORDEADLOAD: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®blockingpanelA1PB113joistspan8'max.Apply subflooradhesive to allcontact surfacesOption #3:Option #1:Option #2:TJI® Joist blocking with endblocks installed at13joist-spanlocations usingtwo 8d (0.113" x 212")nails or212"screws,typical2x_ strapping installed at13joist-span locations using two212" screws per joist, typicalDirectly applied ceilingWhen specified on the layout, one ofthe above bracing options is requiredAdditionalNotes1.5E 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 holeA 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 holeis a minimum of 3'-6" from face of bearing1-1/2" x 11-7/8" 1.5E TimberStrand LSL floor joistPDF createdwithpdfFactoryProtrial versionwww.pdffactory.com Start Framing HereLEVEL NOTESCurrent Date:9/24/2018File Name:5006B.jvlLevel Name:1st FloorBuilding Code - Design Methodology:IBC 2012FLOORFloor Container:FC8, FC15Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead LoadOperator Added Additional LoadsFloor Maximum Allowed DeflectionL/480 Live Load & L/240 Total LoadADD - WALKOUT OPTIONPlotID Length Product Plies Net QtyTSHd1-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2TSHd2-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 4ADD - LOOKOUT OPTIONPlotID Length Product Plies Net QtyTSHd2-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 4Main FloorPlotID Qty Manuf Product Backer Blks Filler WebStiffH1 1 Simpson HU412 No No NoH2 1 Simpson IUS1.81/11.88 No No NoH3 9 Simpson LUS210 No No NoMain FloorPlotID Length Product Plies Net QtyTS2 38' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 7TS3 24' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 6TS5 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 1TS6 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 14TS7 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 1TS8 4' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 1TS9-2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2TS10-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2TS11 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1TS12-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2STCa1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 1123/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 39ADD - FULL FOUNDATIONPlotID Length Product Plies Net QtyNot Shown 40' 0" 1-1/2" x 11-7/8" 1.5E Timberstrand LSL 1 1All Elevations Soil Pressure BlockingPlotID Length Product Plies Net QtySoil pressure Blkg 98' 0" 11-7/8" TJI® 210 1 1A3A3A3A3B2B2CSCSCSH2CSCSCSCSCSA3TSHd2-2TSHd2-2TSHd2-2TSHd2-2BBOHd1-2TSHd1-2TS10-2TS9-2TS12-2BBO1-3TS5TS7STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1SB8SB9TS11TS8H1L21L21112"minimumspacing,typicalPoint Load Connector SpacingNail Connection2"2"10d (0.128" x 3")nails, typical.Stagger toprevent splitting.2" spacing, typical8"-10"There must be an equal number ofnails on each side of the connectionH2H3H31' 4"1' 9 5/8"1' 8"1' 10"1' 9 5/8"1' 9 1/16"1' 5 3/8"1' 4 1/4"1' 1 9/16"1' 6 3/4"TS219.2" O.C.TS619.2" O.C.TS619.2" O.C.TS319.2" O.C.H3H3WALKOUTOPTIONLOOKOUT OPTION3"3"3"3"3"3"3"Install (4) 2x6 squash blocks under allpoint loads at front of house.For labeled Point Loads exceeding10,000 lbs contact LENNAR forFraming Details.(12) 10d nailcluster.6 nails on eachside of beam.Pwdr Bath3/4 Bath OptionFull Foundation: 1-1/2" LSL 1.5E flush with canted sillplate. LSL attached to Rim held to inside lining up withconcrete 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.36' 0" when canted fireplace is selected.REMOVE - FIREPLACE OPTIONPlotID Length Product Plies Net QtyTS2 38' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 3ADD - FIREPLACE OPTIONPlotID Length Product Plies Net QtyTS1 40' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 3TS4 22' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 1Start Framing HereE1B1A3A3TS4STCa1STCa1STCa1STCa1TSBk11' 4"1' 9 5/8"1' 6"1' 9 15/16"1' 6 1/2"31/8"1' 1 9/16"1' 8 3/4"TS219.2" O.C.TS219.2" O.C.TS119.2" O.C.BBOBk1FIREPLACE OPTIONPwdr Bath3/4BathOptionNo future deck load appliedto cantilever joists.Weyerhaeuser prepared these 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 theseArchitectural Drawings Prepared By:LennarStructural Drawings Prepared By:N/A7/15/14N/ALennar MN5006Elevation BMNRev.ByDateJLH9-24-18CommentsCorrected bsmt hgr and rim qty.Drawn By:Chuck EOriginal Date:7/15/14First FloorFramingPlanScale: 1/4" = 1'-0"R14-1744945006 BSheet2of 3Structural Framer'sPocket Guide.Access with your Smart Phone.http://woodbywy.com/document/tj-9001/Have 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.wSpecification Teamservice.request@weyerhaeuser.com(888) 453-8358........www.woodbywy.comLack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING: JOISTS ARE UNSTABLE UNTIL BRACED LATERALLYBRACING INCLUDES: Blocking, Hangers, Rim Board, Sheathing, Rim Joist, Strut LinesLack of proper bracing during construction can result in serious accidents. Observe the following guidelines:1. Properly install all blocking, hangers, rim boards, and rim joists at TJI® joist end supports.2. Establish a permanent deck (sheathing), fastened to the first 4 feet of joists at the end of the bay or braced end wall.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area and to each joist.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within ½" from true alignment.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, TimberStrand, TJI,TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2013 Weyerhaeuser NR Company. All rights reserved.THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE.Only header openings and roof loads which affectWeyerhaeuser product sizeshavebeen denoted onthis layout.Inaddition toany'CS'detail calloutsshown, solid blocking and/or squash blocksarerequiredto provide vertical loadtransfer from allconcentratedloadlocationstofoundation below.SeePocket Framer'sGuideforappropriatedetail(s).3" adjustmentallowed forjoistspaced 19.2"o.c. orlessto accommodateplumbingdrops.DO NOTCUTJOIST FLANGES.This layout is intended for the use of TrusJoist® engineered wood products only. Thesubstitution of other engineered wood productswith this layout is NOT PERMITTED. Pleaseidentify the TJI® ,TimberStrand®LSL,Microllam® LVL , and Parallam® PSL stampson the product to ensure that this layout isvalidfortheproductsactuallyinstalled.PDF createdwithpdfFactoryProtrial versionwww.pdffactory.com 3rd Stall Garage w/ Garage Expansion Option Remove ListPlotID Length Product Plies Net QtyM1-3 20' 0" 1 3/4" x 18" 2.0E Microllam® LVL 3 33rd Stall Garage w/ Garage Expansion Option Add ListPlotID Length Product Plies Net QtyTS2-2 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 2 2Side Flex Rm Wdw Option Add ListPlotID Length Product Plies Net QtyTSHd4-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2Start Framing HereADD - WINDOW @ CANTILEVER FPPlotID Length Product Plies Net QtyTSHd3-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2REMOVE - WINDOW @ CANTILEVER FPPlotID Length Product Plies Net QtyTSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2Elevation B - Second Floor - 3rd Stall GaragePlotID Qty Manuf Product Backer Blks Filler WebStiffH1 1 Simpson HHUS410 No No NoH2 8 Simpson HU2.1/9 No No YesH3 1 Simpson IUS2.06/11.88 1 Yes NoH4 1 Simpson IUS2.06/11.88 2 No NoH5 10 Simpson IUS2.06/11.88 No No NoH6 1 Simpson MIU4.28/11 No No NoH7 3 User HGUS5.25/10 Not Required Not Required RequiredH8 1 User HUC48 Not Required Not Required Not RequiredH9 3 User MIU5.12/9 Not Required Not Required RequiredElevation B - Second Floor - 3rd Stall GaragePlotID Length Product Plies Net QtyF38' 38' 0" 11 7/8" TJI® 210 1 7F36' 36' 0" 11 7/8" TJI® 210 1 6F20'-2 20' 0" 11 7/8" TJI® 210 2 2F20' 20' 0" 11 7/8" TJI® 210 1 4F18' 18' 0" 11 7/8" TJI® 210 1 11F14' 14' 0" 11 7/8" TJI® 210 1 8F4' 4' 0" 11 7/8" TJI® 210 1 2FBk1 2' 4 5/16" 11 7/8" TJI® 210 1 1F2' 2' 0" 11 7/8" TJI® 210 1 1M1-3 20' 0" 1 3/4" x 18" 2.0E Microllam® LVL 3 3TS3-2 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2TS4-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2TS5-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2TSHd2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 4TSHd3-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2TS6 20' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL 1 1STCa1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 102' 0" 2x6 + 3/8" sheathing Filler Blocks 1 31' 0" 3/4" or 7/8" Backer Blocks 1 39 1/8" 3/4" x 2 5/16" Web Stiffeners 1 1623/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 50CSCSCSCSB1A3A3A3A3A3A3A3A3CSH2H2H2TSHd1-2 TSHd2-2 BBOHd3-2TSHd3-2TSHd2-2M1-3TS3-2TS4-2F20'F20'-2F4'F4'STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1FBk1FBk1BBO3TS6H5TS5-2BBO1BBO5STCa1STCa1TS2-2H1H5H6F2'H3H4H81' 4"1' 4"1' 4"1' 3 15/16"1' 11 7/16"8 9/16"H2H9H2H7H7H9H9H71' 4 3/16"11 9/16"1' 0 1/16"TSHd4-2TSHd3-2 BBOHd1-2BBOHd3-21' 3 7/16"1' 8"1' 7 1/8"1' 8 5/8"6 13/16"1' 9"10 9/16"1' 8 5/8"1' 11 1/2"1' 1 7/16"1' 2 3/16"L21112"minimumspacing,typicalPoint Load Connector SpacingNail Connection2"2"10d (0.128" x 3")nails, typical.Stagger toprevent splitting.2" spacing, typical8"-10"There must be an equal number ofnails on each side of the connectionF38'19.2" O.C.F20'16" O.C.F18'19.2" O.C.F14'19.2" O.C.F36'19.2" O.C.H5H5H2Attach Rim to Bottom Chordof Girder with (3) rows of 16dnails @ 6" o/c3rd Stall Garage Option3"3"3"3"3"3"Garage mono trusses tosupport bumpout area.3"4.5"4.5"4.5"Garage Expansion OptionGirder truss with garageexpansion option.Shorten girder truss backto here with garageexpansion option.See joist to girderconnection detailon this page.(2) 2x10 SYP/DF bottomchord - minimum3"Optional SideFlex Rm Wdw3"3"(18) 10d nail cluster.9 nails on each side of beam.WallFramingPlotID Length Product Plies Net QtyTSHd1-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2TSHd1-2BBOHd3-2BBOHd3-2BBOHd1-2BBO3BBOHd1-2BBOHd3-2BBOHd3-2BBO53rd and 4th StallGarage OptionLEVEL NOTESCurrent Date:9/24/2018File Name:5006 B.jvlLevel Name:2nd FloorTJ-Pro Rating (Weighted Average):44Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 34, joist = F38'(i31058)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 56, joist = F14'(i31074)Building Code - Design Methodology:IBC 2012FLOORFloor Container:FC4, FC9Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead LoadOperator Added Additional LoadsMaximum Allowed Deflection:L/480 Live Load & L/240 Total LoadTJ-Pro Rating Information:WeightedAverage:FC4: 44; FC9: 44Directly Applied Ceiling:Gypsum 1/2"DeckingAttachment:Glue and NailDeckingMaterial:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SFPerpendicularPartition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:NoGIRDER TRUSSBY OTHERSNOTES: TRUSS MANUFACTURER TODESIGN FOR ANY TORSION LOADSATBOTTOM CHORDS OF GIRDER TRUSSIF NEEDED. THE TORSION FORCEDEPENDS ON THE NUMBER OF GIRDERTRUSS PLIES AND VERTICALLOADAPPLIED.TJI SERIES WEB STIFFENER SQUASH BLOCK MAX. TJI REACTION1101178"MIN.58"x512"Wide34"Netx512"Wide1" Net x 512"Wide118" TJ Rim Board(BOTH SIDES OFJOIST)2x6 BLOCK(BOTH SIDES OFJOIST)(CUT116"TALLERTHANJOIST)1,305 LBS1,530 LBS230 - 1,575 LBS360 - 1,620 LBS2ND FLOOR WALLSUPPORTING UNIFORMROOF LOAD(2) PLY 2X10 SYP/DFBOTTOM CHORD, MINIMUMSQUASH BLOCKS (SEE TABLE FOR SIZE & TYPE)ATTACH W/ (3) 10d (0.128" x 3") NAILSINTO WEB&WEB STIFFENER.TJI JOIST SERIES1178" MIN. DEPTHGAP:18"MINIMUM234" MAXIMUM(3) 8d (0.113" x 212") NAILS,CLINCHEDWEB STIFFENEREACH SIDESEE TABLE BELOWTIGHT FIT1"1"WEB STIFFENERSEE DETAILHANGER - SEETABLERRRHANGER MAX. REACTION2,615 LBSMIU5.12/9 2,615 LBSMIU4.75/9 2,615 LBSLIGHT LOADS1 - MAXIMUM TJI REACTION FROM CURRENT LEVEL LOADS ONLY.2 - MAXIMUM LOAD / REACTION ON HANGER FROM CURRENT LEVEL &ALLLEVELSABOVE. MAXHANGER REACTIONFOR FLOOR & ROOF COMBINATION (115% SNOW LOAD DURATION)NAILING: SEE HANGER MANUFACTURE LITERATURE FOR TOPMOUNT MAXHANGERNAILINGREQUIREMENTS.SIMPSON STRONG-TIEHANGER MAX. REACTION2,220 LBSHD310-2 2,920 LBS2,920LBSUSPGIRDER TRUSS BY OTHERSTOP VIEWRTJI JOISTSQUASH BLOCK - SEE TABLE2101178"MIN.230 / 3601178"MIN.RHD210-351/2"GIRDER TRUSS BY OTHERSHANGER - SEE TABLESQUASH BLOCK - SEE TABLEATTACH W/ (3) 10d (0.128" x 3")NAILS INTO WEB & WEB STIFFENER.RTJI JOIST118" TJ Rim Board(BOTH SIDES OFJOIST)MIU4.12/9SUH410RSIDE VIEWWEB STIFFENER - SEE TABLEHANGER - SEE TABLE2222221111RGIRDER TRUSSBY OTHERSNOTES: TRUSS MANUFACTURERTODESIGNFORANYTORSIONLOADSATBOTTOM CHORDS OF GIRDER TRUSSIF NEEDED. THE TORSION FORCEDEPENDS ON THE NUMBER OF GIRDERTRUSS PLIES AND VERTICAL LOADAPPLIED.2ND FLOOR WALLSUPPORTINGUNIFORMROOF LOAD(2)PLY 2X10 SYP/DFBOTTOM CHORD, MINIMUMTJI JOIST SERIES1178"MIN.DEPTHHANGER - SEE TABLETJI SERIES SQUASH BLOCKS MAX. TJI REACTION134" 1.55E TIMBERSTRAND LSL(BOTH SIDES OF JOIST)(CUT116" TALLER THAN JOIST)2x6 SQUASH BLOCK(BOTH SIDES OF JOIST)(CUT116" TALLER THAN JOIST)1,560 LBS1,655 LBS230 -1,655 LBS360-1,705LBSHEAVY LOADSHANGER MAX. REACTIONHGUS5.50/10 9,100 LBSSIMPSON STRONG-TIEHANGER MAX. REACTIONTHDH610 9,855 LBSTHDH210-3 9,855 LBSTHDH610 9,855 LBSUSP1101178"MIN.2101178"MIN.230 / 3601178"MIN.9,100 LBS9,100 LBSHGUS5.25/10HGUS5.50/102x6 SQUASH BLOCK(BOTH SIDES OF JOIST)(CUT116" TALLER THAN JOIST)SQUASH BLOCKS (SEE TABLE FOR SIZE & TYPE)ATTACH W/ (3) 10d (0.128" x 3") NAILS INTO WEB &WEB STIFFENER.WEB STIFFENERSEE DETAILGAP:18"MINIMUM234"MAXIMUM(3)8d (0.113" x 212")NAILS,CLINCHEDWEB STIFFENER EACH SIDESEE TABLE BELOWTIGHT FIT1"1"GIRDER TRUSS BY OTHERSHANGER - SEETABLESQUASH BLOCK - SEE TABLEATTACH W/ (3) 10d (0.128" x 3")NAILS INTO WEB & WEBSTIFFENER.TJI JOISTSIDE VIEWGIRDER TRUSS BYOTHERSTOP VIEWTJI JOISTSQUASHBLOCK - SEE TABLE51/2"WEB STIFFENER - SEE TABLEHANGER - SEE TABLEWEB STIFFENER58"x512"Wide34"Netx512"Wide1" Net x 512"Wide22222211111 - MAXIMUM TJI REACTION FROM CURRENT LEVEL LOADS ONLY.2 - MAXIMUM LOAD / REACTION ON HANGER FROM CURRENT LEVEL & ALL LEVELS ABOVE. MAX HANGER REACTIONFOR FLOOR & ROOF COMBINATION (115% SNOW LOAD DURATION)NAILING: SEE HANGER MANUFACTURE LITERATURE FOR TOP MOUNT MAX HANGER NAILING REQUIREMENTS.4th Stall Garage Option Add ListPlotID Length Product Plies Net QtyTS2-2 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 2 2TS5-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 24th Stall Garage Option Remove ListPlotID Length Product Plies Net QtyM1-3 20' 0" 1 3/4" x 18" 2.0E Microllam® LVL 3 3BBO3BBO5TS5-2TS2-2BBO3TS5-2BBO4Attach Rim to Bottom Chordof Girder with (3) rows of 16dnails @ 6" o/cGarage mono trusses tosupport bumpout area.4th Stall Garage OptionJoists and hangers same as 3rd stall.See 3rd stall option.Weyerhaeuser prepared these 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 willconstitute an infringement of copyright.Architectural Drawings Prepared By:LennarStructural Drawings Prepared By:N/A7/15/14N/ALennar MN5006Elevation B - 3rd Stall GarageMNRev.ByDateJLH9-24-18CommentsCorrected bsmt hgr and rim qty.Drawn By:Chuck EOriginal Date:7/15/14Second Floor Framing PlanScale: 1/4" = 1'-0"R14-1744945006 BSheet3of 3Structural Framer'sPocket Guide.Access with your Smart Phone.http://woodbywy.com/document/tj-9001/Have 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.wSpecification Teamservice.request@weyerhaeuser.com(888) 453-8358........www.woodbywy.comRoof Header PlanScale: 3/16" = 1'-0"Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING: JOISTS ARE UNSTABLE UNTIL BRACED LATERALLYBRACING INCLUDES: Blocking, Hangers, Rim Board, Sheathing, Rim Joist, Strut LinesLack of proper bracing during construction can result in serious accidents. Observe the following guidelines:1. Properly install all blocking, hangers, rim boards, and rim joists at TJI® joist end supports.2. Establish a permanent deck (sheathing), fastened to the first 4 feet of joists at the end of the bay or braced end wall.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area and to each joist.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within ½" from true alignment.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, TimberStrand, TJI,TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2013 Weyerhaeuser NR Company. All rights reserved.THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE.Only header openings and roof loads which affectWeyerhaeuser product sizeshavebeen denoted onthis layout.Inaddition toany'CS'detail calloutsshown, solid blocking and/or squash blocksarerequiredto provide vertical loadtransfer from allconcentratedloadlocationstofoundation below.SeePocket Framer'sGuideforappropriatedetail(s).3" adjustmentallowed forjoistspaced 19.2"o.c. orlessto accommodateplumbingdrops.DO NOTCUTJOIST FLANGES.This layout is intended for the use of TrusJoist® engineered wood products only. Thesubstitution of other engineered wood productswith this layout is NOT PERMITTED. Pleaseidentify the TJI® ,TimberStrand®LSL,Microllam® LVL , and Parallam® PSL stampson the product to ensure that this layout isvalidfortheproductsactuallyinstalled.PDF createdwithpdfFactoryProtrial versionwww.pdffactory.com FOUNDATION DETAILAT FOOTING STEP LOCATIONS1S1DescriptionDateRevisionProject Number:Date:S11Sheets: of2Print Name:Signed: License Number:Nick Hanson46665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.January 1, 20199.0011−1−192019 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2S1WALL SECTIONLOOKOUT WALL CONDITION3S1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4S1WALL SECTIONFULL HEIGHT WALL CONDITION5S1REBAR TABLE6S1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2019©3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612−708−3572www.hansongroupmn.comTHE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THISPACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE.THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB−CONTRACTORS AND CLIENTS FOR USE IN THEPROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT INACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEWAND INSPECTIONS.1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOPOF CONCRETE WALL AT SILL PLATE BEARING−NOT NECESSARILY BASEMENT CEILING HEIGHT).2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT.3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITESPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED.4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST ORSTRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED.5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS.6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURALENGINEERING DOCUMENTS.1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILLADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONALCEMENT, HIGH−EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED ATTEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHENPOSSIBLE.3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS ISRECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR INCONTACT WITH FROZEN MATERIALS.4. REBAR DOES NOT NEED TO BE PRE−HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE.5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLSWHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALLWHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.**THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHERREQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.CONCRETE WALLS: F’c = 3000 PSI @ 28 DAYSMIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIERCONCRETE FOOTINGS: F’c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE.AGGREGATE: FOOTINGS − 1 12" MAX. WALLS/SLABS − 34" MAX.REINFORCING STEEL: #4− BARS − ASTM A615 GRADE 40#5+ BARS − ASTM A615 GRADE 60TREATED SILL PLATE: SYP GRADE #2 OR BETTERALLOWABLE SOILBEARING PRESSURE 1,500 PSF MINIMUM1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVESTRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLYSUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESSADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERALCONTRACTOR.2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.3. 112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS.4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIPFOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE.5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS.6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEETUNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED.7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER−PROOFING, CONTROL JOINTS, FLASHING, ANDINSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTEDOTHERWISE.8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALLTHICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS.9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BARDIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET.10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVERIS ACHIEVED ON ALL SIDES.11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS.12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN.VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS.13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINORFORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS.14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONSARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALLCORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS INLENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELSMAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHTFOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOADTRANSFER OVER A SILL PLATE OVERHANG CONDITION.15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1.16.ALL PRE−MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER’S REQUIREMENTS.17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON−BEARING FOUNDATION WALLS.18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL ANDDIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICALREINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED,BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDINGIS ACHIEVED.19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING.MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS.EQUIVALENT REBAR TABLEFOR BUNDLED HORIZONTAL BARS(2)#4 = (1)#6(3)#4 = (2)#5(3)#5 = (2)#6ALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)8’−0"9’−0"10’−0"7’−6"7’−0" OR LESS8’−6"8’−0"7’−0"6’−0" OR LESS9’−6"9’−0"8’−0"7’−0"6’−0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F’c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40)(2) #4 HORIZONTAL BARSBOTH TOP & BOTTOMEXTENDED AT LEAST 24"BEYOND EACH END OF STEPSTABLE BANKHIGH FOOTING MAY BEEXTENDED PROVIDEDBARS ARE PLACED ASSHOWNHORIZ. BARSTOP & BOTTOM6" MIN THICK CONCRETEFOUNDATION, SEE OTHERDETAILS FOR MORE INFOOPTIONAL CONTROL JOINTAT EACH END OF STEP72" MAX SPANEQ.EQ.24" MIN3" MIN TYPCONCRETE STRIPFOOTING11B36" MINSTEP2 x STEPSTEPDO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEPLOCATIONS SHOWNREAR FROST WALLLOOKOUTWALLFULL HEIGHTWALLGARAGE FROSTWALLELEVATIONSHOWN FORREPRESENTATIONPURPOSES ONLY−MAY NOT APPLYSTEP SPACING REQUIREMENTSATYP.6"MIN.WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAYFROM FOUNDATIONOPTIONAL STEM WALLMINIMUM THICKNESS TOMATCH SILL PLATESILL PLATE TO MATCHFRAME WALL ABOVE16" MAX FOR 4" THICK STEM24" MAX. FOR 6" THICK STEMSLAB−ON−GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL6" MIN. C.I.P. CONCRETEFOUNDATION WALLUNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1#4x2’−0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"−ALTERNATE EACH SIDE6"MIN.6’−0" MAXWOOD FRAMINGABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAY FROMFOUNDATION AT A GRADUAL 2%SLOPE PER GENERAL NOTE 6SILL PLATE TO MATCHFRAME WALL ABOVE#4 x CONTINUOUS HORIZONTALBARS @ 24" O.C. TYP.OPTIONAL 2" RIGID INSULATION ONINSIDE FACE AND UNDERSLAB−ON−GRADE FOR 24" MIN.UNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1(DROP FOR FROST ASREQUIRED PER SITE DESIGN)#4x2’−0" DOWELS @ 48" O.C.MAX (5" MIN. EMBED)(1) #4 x CONTINUOUS HORIZONTALBAR AT TOP OF WALLOPTIONAL SLAB LEDGECONCRETE SLAB−ON−GRADE8" MIN. C.I.P. CONCRETEFOUNDATION WALL#4x4’−0" HOOKS @ 24" O.C. BENT ORDRILLED AND EPOXY GROUTED3’−0"1’−0"NO HOOKS @ 3’−0" OR LESSGRANULAR MATERIAL (SAND)#5 VERTICAL BARS @ 24" O.C.CENTERED IN WALL TO AID INTHE REDUCTION OF CRACKINGAND BACKFILLING ISSUES PRIORTO TOP OF WALL PINNINGCONTRACTOR IS TO PROVIDETEMPORARY TOP OF WALLBRACING UNTIL GARAGESLAB−ON−GRADE IS IN PLACE(HOOKS INTO GARAGE SLABPROVIDE REQUIRED TOP OFWALL LATERAL SUPPORT) CLEAR HEIGHTBACKFILL HEIGHT112" CLEARUNREINFORCED CONCRETE STRIPFOOTING PER CODE OR BY BUILDINGDESIGNER, AS AN ALTERNATIVE GUIDEUSE TABLE SHOWN AT LEFT8" MIN. C.I.P. CONCRETEFOUNDATION WALL−SEEREBAR TABLE 6/S1 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON 2/S2FLOOR TO SILLCONNECTION SEE 1/S2WOOD FLOORSYSTEM BY OTHERSSLOPE GRADE AWAYFROM FOUNDATION2x6 MIN SILL PLATE(2)#4xCONT. HORIZONTAL BARS(3)#4xCONT. HORIZONTAL BARSGENERAL STRIP FOOTING SIZE GUIDEONE−STORYSTRUCTURE16" WIDE x 8" THICK20" WIDE x 8" THICKTWO−STORYSTRUCTURE20" WIDE x 8" THICK26" WIDE x 8" THICK2000 PSFSOIL1500 PSFNOTE: TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOMEDESIGNER AND IS BASED ON 25’−0" FLOOR SPANS & 50’−0" ROOF SPANSCONCRETESLAB−ON−GRADEPLACED TIGHT TOFOUNDATION WALL6"MIN.3’−0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2’−0" DOWELS (5" MIN.EMBED) CENTERED IN WALL @48" O.C. (SAND SOIL)OR 36" O.C. (SANDY−CLAY SOIL)OR 24" O.C. (CLAY SOIL)DOWELS MUST BE WET SET ORDRILLED AND EPOXY GROUTED6" MIN. THICK C.I.P.CONCRETEFOUNDATION WALLSLOPE GRADE AWAYFROM FOUNDATION12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORS(1) #4 x CONTHORIZONTAL BARAT TOP OF WALLFRAMING & SILLPLATE BY OTHERSSLAB−ON−GRADEBY OTHERS#4x2’−0" DOWELS @ 72" O.C.MAX (5" MIN. EMBED)Lennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446UNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1(18" MIN WIDTH FOR CLAYBACKFILL OR 16" MIN WIDTH IF2’−6" MAX UNBALANCED BACKFILL)THESE CAST−IN−PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED ANDCERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESEDRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANTTO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR.THESE DRAWINGS EXPIRE ON DECEMBER 31, 2019. COPYRIGHT HANSON GROUP LLC 2019©DescriptionDateRevisionJanuary 1, 2019Project Number:Date:9.001S22Sheets: of2Print Name:Signed: License Number:Nick Hanson1−1−19 46665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.CONNECTION INFOTOP OF WALL CONNECTION TOFLOOR SYSTEM1S2BRICK LEDGE INFO5S2WALL SECTIONAT WINDOW WELL LOCATIONS6S2STOOP INFO7S2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2S2BLOCKING DETAILFLOOR JOIST CONDITION3S2BLOCKING DETAILFLOOR TRUSS CONDITION4S2SITE ADDRESS:City:State:Zip:MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612−708−3572www.hansongroupmn.comVENEER ORSLAB−ON−GRADEBY OTHERSFOUNDATIONWALL SEE 5/S1WOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS16" HIGH MAX x6" THICK MINSTEM6"MINWOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS6" MIN THICK STEM#4 DOWELS @ 36" O.C.EMBEDDED 24" INTOLOWER WALLFOUNDATIONWALL SEE5/S1VENEER ORSLAB−ON−GRADEBY OTHERS12"VENEER ORSLAB−ON−GRADEBY OTHERSFOUNDATION WALLSEE 2/S1 OR 3/S1FRAMING BYOTHERS16" HIGH MAXx 4" THICK MINSTEMTHICKNESS TOMATCH SILLPLATE6"3’−0" MAXVENEER ORSLAB−ON−GRADEBY OTHERSFOUNDATION WALLSEE 4/S1SLAB−ON−GRADEFRAMING BYOTHERS6" MIN THICKSTEMSIM @ NON−BEARINGSIM @ FROST WALLw/ LOW GRADESIM @ NON−BEARING112"CLEARMINMAX#4 DOWELS @36" O.C.EMBEDDED 24"INTO LOWERWALL (CENTERIN STEMWALL)6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 2"Ø OR SQUARE WASHER SEE 2/S2FOR SPACING (7" EMBED MIN)−METAL STRAP ANCHORS TO BEINSTALLED AT MANUFACTUREREQUIVALENT SPACINGFLOOR SYSTEM, TYPE,SIZE, AND SPACING TO BEDETERMINED BY OTHERSRIM BOARD OR BRACINGMATERIAL BY OTHERS2x6 SILL PLATE MINIMUMFLOOR TO SILL CONNECTION ATEACH MEMBER SEE TABLE BELOWWASHER TO BE COUNTERSUNKFLUSH w/ TOP OF SILL PLATESEE FULL HEIGHT WALL SECTIONON 5/S1 FOR FOUNDATION WALLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONMINBACKFILL TYPECLEAR HEIGHT(SEE 5/S1)FLOOR MEMBERSPACING8’−0"9’−0"10’−0"16"19.2"A(4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBERSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)24"16"19.2"24"16"19.2"24"AAAAAAABAABBBBBCCCDDDDDDDCCONNECTION A(4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC ATEACH MEMBERCONNECTION CCONNECTION D(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ**OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBERALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)8’−0"9’−0"10’−0"7’−6"7’−0"8’−6"8’−0"7’−0" OR LESS9’−6"9’−0"8’−0"7’−0" OR LESS72"* 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWNSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6’−0" OR LESS72"72"72"72"72"72"72"72"72"72"72"72"48"60"72"48"60"72"36"48"72"36"36"72"72" 72"48"24"24"ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)8’−0"9’−0"10’−0"7’−6"7’−0"8’−6"8’−0"7’−0" OR LESS9’−6"9’−0"8’−0"7’−0" OR LESS48"** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED,12"Ø SELF−CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHORSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6’−0" OR LESS60"72"30"36"72"18"24"42"72"72"24"18"20"24"18"24"24"30"42"16"12"14"16"12"16"36"36"N/AN/A10’−0" MAX TO T.O.S.1’−8" MAXFLASHING & WOODPROTECTION BYOTHERSFLOOR FRAMING ORBLOCKINGFLOORCONNECTIONSEE 1/S2 &2/S2C.I.P. CONCRETEWALL SEEADJACENTPLANS FORTHICKNESS &MAXIMUM WALLLENGTHSSEE FULLHEIGHT WALLSECTION 5/S1FORREINFORCINGSTOOPSLAB BYOTHERS13’−6" @ 10" WALL3’−0" MIN.10’−6" @ 8" WALL13’−6" @ 10" WALL3’−0" MIN.10’−6" @ 8" WALL13’−6" @ 10" WALL10’−6" @ 8" WALL13’−6" @ 10" WALL3’−0" MIN.10’−6" @ 8" WALL13’−6" @ 10" WALL10’−6" @ 8" WALL3’−0"FULLHEIGHTBASEMENTMINFULLHEIGHTFULLHEIGHTEXAMPLE CORNEROR STRAIGHT WALLOPTIONS −TYPSTOOP AREA8" MIN C.I.P. CONCRETEWALL SEE FULL HEIGHTWALL SECTION 5/S11. ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTERWIDTH EXCEEDS DIMENSIONS SHOWN.2. STOOP WALLS REQUIRE MINIMUM 16" WIDE x 8" DEEP CONCRETE STRIP FOOTING.SLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONNOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6’−0" OF VENEER.WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES.TYP* FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES,FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE.** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH.*** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s.****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE ASTRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE.2x8 SILL PLATE TO BE USED w/MAXIMUM OF 112" OVERHANG(MAINTAIN 234" EDGE DISTANCETO BOTH CONCRETE AND INSIDEOF SILL PLATE) − VERTICAL LOADTRANSFER BY SUPPLIERBACKFILL BELOWEXTERIOR STOOP SLABSWITH COMPACTEDGRANULAR MATERIALTO FROST DEPTH(4’−0" MINIMUM)NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR@ BLOCKING SEE 1/S22 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWNOR SHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I−JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE 2/S2 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE−MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I−JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE 1/S22 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAYFROM FOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE−MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I−JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE 2/S2 FOR SPACING OFBLOCKING SYSTEM SHOWN10’−0" MAX3’−8" MAX2’−6" MIN OPENING1’−6" MIN3’−0" EACH WAY MIN112" TYPSLOPE GRADE AWAYFROM FOUNDATION#4 HORIZONTAL BARS @12" O.C. CENTERED INWALLS LAP AROUNDCORNERS AND HOOKINTO FOUNDATION WALL@ EACH SIDE (REFER TO5/S1 FOR HORZ. BARREQUIREMENTS w/ 8"C.I.P. WALLS)6" MIN C.I.P.CONCRETE WALL#4 VERTICAL BARS @EACH OUTSIDECORNER OF WELL(1)#4 x2’−0" DOWEL @EACH OUTSIDECORNER OF WELL (5"MIN EMBED)12" WIDE x 8" THICK MINSTRIP FOOTING(1) #4 HORIZONTALBAR AT TOP OF WALL(2) #4 HORIZONTAL BARSTOP & BOTTOM OFLINTEL EXTEND 24" MINPAST OPENING EACHEND (WOOD OR STEELOPTION BY OTHERS)WALL BEYONDPLACE (2) #4 VERTICALBARS FULL HEIGHT ANDONE ANCHOR w/IN 12" OFOPENING EACH END8" MIN C.I.P.CONCRETE WALLSLAB−ON−GRADEUNREINFORCED CONCRETESTRIP FOOTING SEE FULLHEIGHT WALL SECTION 5/S1LOOKOUTWALLSEE 3/S1GRANULARMATERIAL(SAND)SLOPEWINDOW WELLLADDER/ESCAPEMEANS BYOTHERS5’−0" EACH WAY MAXFLOOR SYSTEM BY OTHERS(DO NOT PLACE GIRDERS ORBEAMS OVER CONCRETE LINTELDESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL ATTHE DISCRETION OF THE BUILDER FOR ADDITIONALFROST PROTECTION AS REQUIRED PER SITE DESIGN6"MIN.Lennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446A COPYRIGHT HANSON GROUP, LLC 2015©DescriptionDateRevisionFebruary 26, 2015Project Number:Date:5.056S31Sheets: of2Print Name:Signed: License Number:Ryan Mack12−16−16 46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612−708−3572www.hansongroupmn.com2x4 BLOCKING BETWEEN ROOFTRUSSES NAILED TO TOPPLATES w/ (3) 8d NAILS EACHNAIL EACH JOIST TOTOP PLATE w/ (3) 8dTOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"INTERIOR BEARING WALL INTERIOR NON−BEARING WALLPROVIDE FULL DEPTHBLOCKING BETWEENJOISTS NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE ROOFTRUSS DIRECTLY INLINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 8dTOENAILS @ 6" O.C.PROVIDE JOISTDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE ˆMAIN WINDFORCE RESISTING SYSTEM˜ FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP’S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL EACH TRUSS TO TOPPLATE w/ (3) 8d TOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)USP MPA1FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSUSP MPA1FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSUSP MPA1FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSUSP MP4FFRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSUSP MP4FFRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON−BEARING WALLROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.NAIL RIM TOPPLATES w/ 8dTOENAILS @6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &USP RT7 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH JOISTTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)DESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE−FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.2. ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 − SFB AND CS−SFB.A. 2x6 STUDS SPACED @ 16" O.C.B. MIN. WALL SHEATHING: 12 " FIBERBOARD SHEATHING w/ 112" GALVANIZED ROOF NAILS OR 8d NAILS OR 112" 16GAUGE STAPLES @ 3" O.C AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS .3. ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A. 2x4 OR 2x6 STUDS SPACED @ 16" O.C.B. WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4. ALL FLOORS ARE TO BE IN CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A. FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B. FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.5. ALL ROOFS ARE TO BE IN CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A. ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B. FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.C. ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6. ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.7. CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8. ACCEPTABLE AT CORNER STRAP LOCATIONS TO HAVE TWO FULL HEIGHT STUDS ORIENTED IN EITHER DIRECTIONFASTENED TOGETHER w/ 8d x 3" LONG NAILS @ 3" ON−CENTER. ’CALIFORNIA CORNERS’ OR TRADITIONAL CORNERSARE ACCEPTABLE PROVIDED FULL HEIGHT SAWN BLOCKING STUD IS DIRECTLY BEHIND FLAT PORTION OF STUDSFASTENED TOGETHER IN A SIMILAR FASHION.WALL STUDS (10’ OR LESS): SPF STUD GRADE OR BETTERWALL STUDS (OVER 10’): SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER: SPF NO.2 GRADE OR BETTERTREATED LUMBER: SYP NO.2 GRADE OR BETTERLSL: 134" WIDTH − 1.55E OR BETTERLVL: 134" WIDTH − 1.9E OR BETTERw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESROOF SNOW LOAD: 35−42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD: 90 MPH EXP. B2015 MINNESOTA RESIDENTIAL CODELennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 554465006 Model"B" ElevationMinnesota ConstructionPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP’S DESIGN.− INDICATES HOLDOWN LOCATIONLOWER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S3REFERENCE PLAN(5−FT)(5−FT)(5−FT)BRACEDWALL LINE(5−FT)(5−FT)MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S3REFERENCE PLAN(5−FT)UPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)3S3REFERENCE PLANHOUSE PLAN FRONT ELEVATION SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)4S3REFERENCE ELEVATIONCONSTRUCT PORTALFRAME AS SHOWN IN 1/S4CONSTRUCT PORTALFRAME AS SHOWN IN 1/S4CONSTRUCT PORTALFRAME AS SHOWN IN 1/S4CONSTRUCT PORTALFRAME AS SHOWN IN 1/S4(4−FT)(4−FT)(4−FT)(4−FT)(4−FT)(4−FT)(4−FT)(4−FT)(4−FT)BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(5−FT)(5−FT)(5−FT)(5−FT)(5−FT)(5−FT)(5−FT)(5−FT)(4−FT)(4−FT)(4−FT)(4−FT)(4−FT)(4−FT)(3.5−FT)(3.5−FT)(5−FT)(5−FT)(5−FT)BRACEDWALL LINE(5−FT)(5−FT)(5−FT)BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4−FT)BRACEDWALL LINE(6−FT)(6−FT)BRACEDWALL LINETHIRD STALL GARAGE DOESNOT REQUIRE PORTALFRAME CONSTRUCTION(5−FT)CONSTRUCT PORTALFRAME AS SHOWN IN 1/S4THIRD STALL GARAGE DOESNOT REQUIRE PORTALFRAME CONSTRUCTIONBRACEDWALL LINE(3−FT)(6−FT)(5.5−FT)PROVIDE CONNECTIONS SHOWNFOR BRACED WALL PANELS ALONGINDICATED PORTION OF WALL(PLYWOOD/OSB NOT REQ’D)(3.5−FT)BRACEDWALL LINE(3.5−FT)(2−FT)(2−FT)(6−FT)(6−FT)(6−FT)(6−FT)(6−FT)(6−FT)(5−FT)BRACEDWALL LINEBRACEDWALL LINE(5−FT)BRACEDWALL LINECONSTRUCT PORTALFRAME AS SHOWN IN 1/S4THESE STALLS DO NOTREQUIRE PORTALFRAME CONSTRUCTION(4−FT)Layout Change5−19−1614 Car Garage12−16−162 COPYRIGHT HANSON GROUP, LLC 2015©February 26, 2015Project Number:Date:5.056S42Sheets: of2Print Name:Signed: License Number:Ryan Mack12−16−16 46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612−708−3572www.hansongroupmn.comBRACED WALL PANELFASTEN BOTTOM PLATE TOJOIST/BLOCKING w/ (3) 16dNAILS EVERY 16" O.C.CANTILEVERED FLOORJOIST BY SUPPLIERFRAMEWALL / BRACEDWALL PANEL BELOWBLOCKING BETWEEN JOISTS AS FOLLOWS:FLAT 2x4 TOP & BOTTOM OR JOISTMATERIAL OR SAWN BLOCKING34" PLYWOOD SHEET NAILED TO 2x4’s w/(8) 8d NAILS TOP & BOTTOMCIRCULAR HOLE UP TO 8"Ø MAY BE CUTINTO CENTER OF PLYWOODNAIL FLOOR SHEATHING TOBLOCKING w/ 8d NAILS @ 6" O.C.FASTEN BOTTOM 2x4 w/ (3) 16dNAILS EVERY 16" O.C. SECTION 2S4AT BRACED WALL PANELS ABOVECANTILEVERED FLOOR FRAMINGFLOORSYSTEMFLOORSYSTEMPOST−INSTALLED HOLDOWN OPTIONS3S4FRAMING DETAILUSP HTT45 HOLDOWNANCHOR AT LOCATIONSSHOWN NAILED TO DOUBLESTUDS & 12"Ø x 12" LONGSIMPSON TITEN HD SCREW−INANCHOR INTO CONCRETEUSP MSTCM40 STRAP ATLOCATIONS SHOWN NAILEDTO DOUBLE STUDS & 14" x214" CONCRETE SCREWS(TAPCON, TITEN, OR EQUIV.)INTO FOUNDATIONCONCRETEFOUNDATIONBELOW12"Ø THREADEDROD w/ NUT &WASHER ATHOLDOWN END12"Ø SIMPSONTITEN HD RODCOUPLER w/ 8"EMBED INTOCONCRETECONCRETEFOUNDATIONBELOWUSP HTT45 HOLDOWNANCHOR AT LOCATIONSSHOWN NAILED TODOUBLE STUDSUSP MSTCM60 STRAP ATLOCATIONS SHOWN NAILEDTO DOUBLE STUDS & 14" x214" CONCRETE SCREWS(TAPCON, TITEN, OR EQUIV.)INTO FOUNDATIONLennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 554465006 Model"B" ElevationMinnesota ConstructionALTERNATE B HOLDOWNS ARE TO HAVECORROSION PROTECTION BY OTHERSIF USED IN AN EXTERIOR APPLICATIONEXPOSED TO THE ELEMENTS.S4FRAMING DETAILGARAGE FRONT PORTAL FRAME1INFO APPLIES SYMMETRICALLY ACROSS DETAIL.2’−134"±16’−2"±NOT TO EXCEED 12’−0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2’−0" FROMCENTER OF WALL HEIGHT AS REQ’D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(3) 2x6 STUDS w/ 3 CAR GARAGE(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ’DUSP STAD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S4 FOR ALTERNATIVE OPTIONS)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)USP MSTC40 STRAP ON INSIDE FACE OFWALL (PROVIDE SPACER TO FLUSH OUTHEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN. 312" WIDTH & MIN.1114" DEPTH REQ’D)2’−134"±1’−11"± w/3 & 4 CAR GARAGES1’−11"± w/3 & 4 CAR GARAGESDescriptionDateRevisionLayout Change5−19−1614 Car Garage12−16−162 40,000 X X 40,000 2160 40,000 3000 3000 2160 3000 .72 .72 .28 40,000 40,000 13.33 13.33 .28 3.7 2.2 3918 588 240 375 375 588 NR 170 85 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% 95% 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 New Construction Energy Code Compliance Certificate Heating System MECHANICAL SYSTEMS R-value Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Cooling System Make-up Air Select a Type Perimeter of Slab on Grade InteriorRigid, IsocynurateMineral FiberboardRigid, Extruded Polystyrene Describe other insulated areas Foam, Closed CellTotal R-Value of all Types of InsulationCity 8/19/2019 Mailing Address of the Dwelling or Dwelling Unit Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. 50 GPVL-50 Location of duct or system: Rating or Size Efficiency Lennox Elect 13SEER /EER Output in Tons:2.5 13ACXN-030 Below Entire Slab Rim Joist (2nd Floor+) Rim Joist (1st Floor) Interior Combustion Air Select a Type Balanced Ventilation capacity in cfms: High: High: Mech Room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Total ventilation (intermittent + continuous) rate in cfms: Capacity continuous ventilation rate in cfms: Location of duct or system: 59,634 20,989Residential Load Calculation Heating Loss 82 25,165 Building envelope air tightness: AOSmith Windows & Doors MECHANICAL VENTILATION SYSTEM Cooling Load 0.31 192 Select Type 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): Heating Gain 19186 Incline Way Interior R5 + R10 Exterior Lakeville Type: Check All That Apply Insulation Location Foundation Wall Model Appliances Lennox Manufacturer Fuel Type Nat Gas ML195UH070XP36 0.29 Solar Heat Gain Coefficient (SHGC): Nat Gas Domestic Water Heater Ceiling, flat Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Average U-Factor (excludes skylights and one door) U: Wall Fiberglass, Batts Name of Residential Contractor MN License Number RADON CONTROL SYSTEMTHERMAL ENVELOPE Foam Open CellNon or Not ApplicableFiberglass, Blown1413Lennar 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) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (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 08/27/19 X KP