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LA188989 8092 187th St W 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 ROUGH-IN METER SIZE PRESSURE RED 4 1" YES 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 McKinley E/I ®SIZING OF POTABLE WATER PIPING Total Fixture Units: 60.5 Total Length: 60 Ft Water Service Size: 1" Water Meter Size: 1" Water Heater Feed: 1" Building Supply To First Branch: 1-1/4" Softener Inlet Size: 1-1/4 " 8092 187th Street West Avonlea-5th Addition Guest Suite - A3.5 Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 03/16/2021dmathews ®Hardboard Siding on Front Elevation. Vinyl Siding on Side and Rear Elevation. HORIZONTAL LAP SIDING LP SHAKE SIDING FACE APPLIED STONE VENEER LP HORIZONTAL LAP SIDING FACE APPLIED STONE VENEER Secure door closed until deck is constructed with a separate permit. ®UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. ®BWP Above 80" CS-WSP 80" CS-WSP 32" CS-WSP 32" CS-WSP 84" GB144" GB CS-PF CS-PF CS-PF 32" CS-WSP 32" CS-WSP 32" CS-WSP ®Temper 32" CS-WSP Strap 32" CS-WSP 32" CS-WSP 32" CS-WSP 32" CS-WSP 32" CS-WSP 32" CS-WSP 32" CS-WSP Strap -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). ® ® ® (REAR WALL ONLY)® HOUSE GARAGE ® ® ® ® ® ®C/SD-3. ® ▪▪▪▪▪▪▪▪▪▪▪▪▪▪▪▪▪▪▪▪▪▪MINNESOTAI 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.Print Name: _______________________________Signature: ________________________________Date: ____________________ License # _______James P. Shedlauskas417764/13/20*ENE5$L N27ES $NDDE7$ILS 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.Print Name: _______________________________Signature: ________________________________Date: ____________________ License # _______James P. Shedlauskas417764/13/20 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.Print Name: _______________________________Signature: ________________________________Date: ____________________ License # _______James P. Shedlauskas417764/13/20 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.Print Name: _______________________________Signature: ________________________________Date: ____________________ License # _______James P. Shedlauskas417764/13/20 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.Print Name: _______________________________Signature: ________________________________Date: ____________________ License # _______James P. Shedlauskas417764/13/20 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 will constitute an infringement of copyright.Lennar HomesMcKinleyAll ElevationsMNSpecification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comDrawn By:Dawn NOriginal Date:5/26/16Rev.1ByDateJLT5/10/19CommentsAdd Morning room, update notesArchitectural Drawings Prepared By:Lennar HomesStructural Drawings Prepared By:Lennar Homes4/09/184/09/18Drive 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 Notes LEVEL NOTESCurrent Date:5/10/2019File Name:MCKINLEY.jvlLevel Name:1st FloorTJ-Pro Rating (Weighted Average):41Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 33, joist = F18'(i49996)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 70, joist = F8'(i49368)Building Code - Design Methodology:IBC 2012Members with Design OverriddenFLOORFloor Container:FC6, FC10Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 12.0 lb/ft² Dead LoadOperator Added Additional LoadsMaximum Allowed Deflection:FC6: L/480 Live Load & L/240 Total LoadFC10: L/480 Live Load & L/240 Total Load, VariesTJ-Pro Rating Information:Weighted Average:FC6: 40; FC10: 41Directly Applied Ceiling:NoneDecking Attachment:Glue and NailDecking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SFPerpendicular Partition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:No Start Framing Here.Framing Connector SummaryPlotID Qty Manuf Product Backer Blks Web StiffH1 6 Simpson ITS2.06/11.88 2 NoH2 3 Simpson MIU2.1/11 No NoH3 14 Simpson IUS2.06/11.88 No NoH4 1 User MIU2.1/11 Not Required Not RequiredProductsPlotID Length Product Plies Net QtyFBk1 89' 5 5/8" 11 7/8" TJI® 210 1 1F26' 26' 0" 11 7/8" TJI® 210 1 7F18' 18' 0" 11 7/8" TJI® 210 1 24F17'-2 17' 0" 11 7/8" TJI® 210 2 12F17' 17' 0" 11 7/8" TJI® 210 1 1F12' 12' 0" 11 7/8" TJI® 210 1 4F8'-2 8' 0" 11 7/8" TJI® 210 2 2F8' 8' 0" 11 7/8" TJI® 210 1 3F7' 7' 0" 11 7/8" TJI® 210 1 2F6' 6' 0" 11 7/8" TJI® 210 1 1F5' 5' 0" 11 7/8" TJI® 210 1 1F2' 2' 0" 11 7/8" TJI® 210 1 2TS1-2 11' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2TS2-2 5' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2STCa1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 11AccessoriesPlotID Length Product Plies Net Qty1' 0" 3/4" or 7/8" Backer Blocks 1 249 1/8" 3/4" x 2 5/16" Web Stiffeners 1 623/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 45B1A3A3A3A3A3H2B1B1CSCSCSCSCSCSB1WB1WH2TS1-2TS2-2F17'F8'-2F26'F8'STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1F5'H1H2FBk1F18'FBk1FBk1FBk1FBk1FBk11' 6 3/16"3"3"3"1' 7 3/16"1' 8 9/16"F6'H4F2'F2'H11' 3 1/4"1' 1 15/16"2' 1 1/16"1' 5 1/8"1' 7 3/16"1' 4"1' 5 1/8"9 7/16"1' 3 9/16"1' 7 3/16"F17'-219.2" O.C.F12'19.2" O.C.F18'19.2" O.C.F18'19.2" O.C.F7'19.2" O.C.F26'19.2" O.C.F8'19.2" O.C.H3H1H3H3H2H1An additional 8 PSF DL has been added to account for tileload in the mud room and bathroom on this floorAn additional 40 PSF DL has been added to accountfor stone fireplace load.An additional 20 PSF DL has been added to account forload from kitchen island counter tops.Please refer to the TCNA Handbook for Ceramic TileInstallation and the American National StandardsInstitute's A108/A118/A136.1-1999 for information oninstalling ceramic tile on 19.2" and 24" o.c. joist systems.See website http:/www.tileusa.com/.Blocking per site requirement (TYP)Lower level crawl space = always TimberStrand LSL joists.2nd floor area unfinished bsmt = TimberStrand LSL joists.2nd floor area finished bsmt = standard joistsArchitectural Deviation:TJI Joists have been doubled in thisarea to support design loads. Offsetbearing wall above. Please verify.Additional framing considerationsmay be required.Architectural Deviation:TJI Joists have been doubled in thisarea to support design loads. Offsetbearing wall above. Please verify.Additional framing considerationsmay be required.Offset Bearing Wall AboveHatch LegendFF MORNING ROOM OPTION - DELETEPlotID Length Product Plies Net QtyF18' 18' 0" 11 7/8" TJI® 210 1 8FF MORNING ROOM OPTION - ADDPlotID Length Product Plies Net QtyF28' 28' 0" 11 7/8" TJI® 210 1 8FBk1 20' 2 5/16" 11 7/8" TJI® 210 1 1F11' 11' 0" 11 7/8" TJI® 210 1 2STCa1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 2B1B1A3A3CSCSCSFBk1FBk1STCa1STCa1BBO1STCa1STCa1F11'FBk1F11'FBk11' 7 3/16"1' 7 3/16"FBk1FBk1FBk1FBk1FBk1FBk1F18'19.2" O.C.F1819.2" OF18'19.2" O.C.F28'19.2" O.C.MORNING ROOM OPTIONSTONE FIREPLACE - ADDPlotID Length Product Plies Net QtyF18'-2 18' 0" 11 7/8" TJI® 210 2 4F8' 8' 0" 11 7/8" TJI® 210 1 2STONE FIREPLACE - REMOVEPlotID Length Product Plies Net QtyF26' 26' 0" 11 7/8" TJI® 210 1 2A321B1A3CSB1WH2TS2-2F8'-2F8'STCa1STCa1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1H42' 1 1/16"1' 5 1/8"1' 7 3/16"1' 3 1/4"1' 1 15/16"H2F2'F2'F6'H3H11' 4"F18'19.2" O.C.F26'19.2" O.C.6'O.C.F8'19.2" O.C.F8'19.2" O.C.F18'-219.2" O.C.H3H1STONE FIREPLACE OPTIONWeyerhaeuser 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 will constitute an infringement of copyright.Architectural Drawings Prepared By:Lennar HomesStructural Drawings Prepared By:Lennar Homes4/09/184/09/18Lennar HomesMcKinleyAll ElevationsMNRev.1ByDateJLT5/10/19CommentsAdd Morning room, update notesDrawn By:Dawn NOriginal Date:5/26/16Scale: 1/4" = 1'-0"Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comUser Defined Point LoadUser Defined Line LoadUser Defined Area LoadBeam By OthersPost By OthersConstruction Detail Callout(See Framer's Pocket Guide)Excessive Point Load(WARNING: Member design did notinclude this load. Special considerationis required by the designer of record.)Required Bearing Length(Only placed at insufficient bearinglocations.)BBOPBOPL: 12KSymbol LegendLayout Start LocationLack 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. ©2014 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 sizes have been denoted onthis layout. In addition to any'CS' detail calloutsshown, solid blocking and/or squash blocks arerequired to provide vertical load transfer from allconcentrated load locations to foundation below.See Pocket Framer's Guide for appropriate detail(s).This layout is intended for the use of Trus Joist® engineered woodproducts only. The substitution of other engineered wood productswith this layout is NOT PERMITTED. Please identify the TJI®,TimberStrand® LSL, Microllam® LVL, and Parallam® PSL stamps onthe product to ensure that this layout is valid for the products actuallyinstalled.BLOCKING AT KITCHEN ISLAND LEVEL NOTESCurrent Date:5/10/2019File Name:MCKINLEY.jvlLevel Name:2nd FloorTJ-Pro Rating (Weighted Average):45Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 36, joist = F20'(i49914)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 71, joist = F7'(i49837)Building Code - Design Methodology:IBC 2012Members with Design OverriddenFLOORFloor Container:FC2, FC8Use/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:Weighted Average:FC2: 45; FC8: 45Directly Applied Ceiling:Gypsum 1/2"Decking Attachment:Glue and NailDecking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SFPerpendicular Partition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:NoFraming Connector SummaryPlotID Qty Manuf Product Backer Blks Web StiffH1 15 Simpson IUS2.06/11.88 No NoProductsPlotID Length Product Plies Net QtyF26' 26' 0" 11 7/8" TJI® 210 1 5FBk1 20' 3 1/2" 11 7/8" TJI® 210 1 1F20' 20' 0" 11 7/8" TJI® 210 1 3F18' 18' 0" 11 7/8" TJI® 210 1 12F16' 16' 0" 11 7/8" TJI® 210 1 1F14' 14' 0" 11 7/8" TJI® 210 1 6F12' 12' 0" 11 7/8" TJI® 210 1 5F7' 7' 0" 11 7/8" TJI® 210 1 8R21'-2 21' 0" 11 7/8" TJI® 360 2 2R21' 21' 0" 11 7/8" TJI® 360 1 5R20' 20' 0" 11 7/8" TJI® 360 1 5M2-2 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2STCa1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 11Wall FramingPlotID Length Product Plies Net QtyTSHd1-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2AccessoriesPlotID Length Product Plies Net Qty23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 46 Start Framing Here.E1A3A3A3A3A3B1B1B1BBOHd1-2BBOHd2-2M2-2TS1-2TSHd1-2F16'STCa1STCa1STCa1STCa1STCa1STCa1 STCa1STCa1STCa1STCa1STCa1BBOBk1FBk1R21'-2FBk1FBk11' 7 3/16"1' 8 9/16"1' 3 1/2"1' 2 3/8"1' 0 5/16"1' 7 3/16"F14'19.2" O.C.F18'19.2" O.C.F12'19.2" O.C.F26'19.2" O.C.F7'19.2" O.C.R20'19.2" O.C.F20'19.2" O.C.R21'19.2" O.C.R21'19.2" O.C.H1H11' 3 5/16"1' 9 15/16"1' 2 1/8"1' 7 3/16"1' 7 5/16"1' 11 5/8"1' 2 3/4"1' 3 1/2"11 7/16"1' 3 3/16"1' 7 1/16"1' 7 3/16"1' 10 15/16"1' 8 9/16"An additional 8 PSF DL has been added to account for tileload in the bathrooms on this floor.An additional 25 PSF LL has been added to accountfor optional garden tub.There are different joist series of the same depth specifiedon this floor system. Verify when ordering or installing TJI®joist that the proper joists are used in the appropriateareas.Please refer to the TCNA Handbook for Ceramic TileInstallation and the American National StandardsInstitute's A108/A118/A136.1-1999 for information oninstalling ceramic tile on 19.2" and 24" o.c. joist systems.See website http:/www.tileusa.com/.NO CHANGES FOR BATHOPTIONS.Plant Ledge to be supported byRoof Trusses. CalAtlantic toverify.ALT.Architectural Deviation:Weyerhaeuser product size has beenincreased from architectural specification dueto design loads. Please verify. Additionalframing considerations may be required.SF MORNING ROOM OPTION - ADDPlotID Qty Manuf Product Backer Blks Web StiffH1 6 Simpson IUS2.06/11.88 No NoH2 1 Simpson MIU4.75/11 No NoH3 3 Simpson IUS2.37/11.88 No NoSF MORNING ROOM OPTION - ADDPlotID Length Product Plies Net QtyM1-3 17' 0" 1 3/4" x 18" 2.0E Microllam® LVL 3 3SF MORNING ROOM OPTION - REMOVEPlotID Length Product Plies Net QtySTCa1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 1 Start Framing Here.A3TSHd1-2STCa1STCa1R20'R20'-2M1-3H3H2R20'19.2" O.C.R21'19.2" O.C.F18'19.2" O.C.H3H11' 8 5/8"1' 5 3/4"1' 7 3/16"1' 3 5/16"1' 9 15/16"1' 2 1/8"1' 10 15/16"1' 8 9/16"1' 7 3/16"1' 7 5/16"1' 11 5/8"1' 2 3/4"Top of Beam Flush to Top ofFloor System.MORNING ROOM OPTION2ND FLOOR BEDROOM WINDOWS OPTION - ADDPlotID Length Product Plies Net QtyTSHd1-2 10' 0" 1 3/4" x 9 1/4" 1.55E TimberStrand® LSL 2 2TSHd1-2BBOHd1-2BBOHd1-2BBOHd2-2 BBOHd2-2 BBOHd1-2BBOHd2-2BBOHd2-2BBO1BBO2-32ND FLOOR BEDROOMWINDOWS OPTIONWeyerhaeuser 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 will constitute an infringement of copyright.Architectural Drawings Prepared By:Lennar HomesLennar Homes4/09/184/09/18Lennar HomesMcKinleyAll ElevationsMNRev.1ByDateJLT5/10/19CommentsAdd Morning room, update notesDrawn By:Dawn NOriginal Date:5/26/16Scale: 1/4" = 1'-0"Specification Teamservice.request@weyerhaeuser.com(888) 453-8358 . . . . . . . . www.woodbywy.comScale: 3/16" = 1'-0"User Defined Point LoadUser Defined Line LoadUser Defined Area LoadBeam By OthersPost By OthersConstruction Detail Callout(See Framer's Pocket Guide)Excessive Point Load(WARNING: Member design did notinclude this load. Special considerationis required by the designer of record.)Required Bearing Length(Only placed at insufficient bearinglocations.)BBOPBOPL: 12KSymbol LegendLayout Start LocationLack 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. ©2014 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 sizes have been denoted onthis layout. In addition to any'CS' detail calloutsshown, solid blocking and/or squash blocks arerequired to provide vertical load transfer from allconcentrated load locations to foundation below.See Pocket Framer's Guide for appropriate detail(s).This layout is intended for the use of Trus Joist® engineered woodproducts only. The substitution of other engineered wood productswith this layout is NOT PERMITTED. Please identify the TJI®,TimberStrand® LSL, Microllam® LVL, and Parallam® PSL stamps onthe product to ensure that this layout is valid for the products actuallyinstalled. © © TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Feb-25 15:48:57 Right-Suite® Universal 2019 19.0.21 RSU14478 Page 1 ...ACTS\AF WRIGHTSOFT\Ryland-Mckinley- Walkout.rup Calc = MJ8 Front Door faces: N Job:Load Short Form February 25 2021Date:Entire House By: Genz-Ryan Plumbing and Heating 2200 W Highway 13, Burnsville, MN 55337 Phone: 952-767-1000 Fax: 952-767-1900 Email: info@genzryan.com Web: genzryan.com Project Information Lennar Homes- 8092 187th Street WestFor: Design Information InfiltrationClgHtg SimplifiedMethod88-15Outside db (°F) Semi-tightConstruction quality7572Inside db (°F) 1 (Average)Fireplaces1387Design TD (°F) M-Daily range 5030Inside humidity (%) 3558Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 93 AFUE Efficiency 13 SEER Heating input Btuh0 Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm1156 Actual air flow cfm1156 Air flow factor cfm/Btuh0.019 Air flow factor cfm/Btuh0.047 Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Room1 1342 15071 3082 286 144 Room2 1342 16410 8101 311 380 Room4 1342 17122 5893 325 276 Room5 169 5886 3603 112 169 Room6 169 6434 3992 122 187 Entire House 4364 60923 24671 1156 1156 Other equip loads 15493 2917 Equip. @ 0.93 RSM 25629 Latent cooling 4811 TOTALS 4364 76416 30441 1156 1156 Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load 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): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders 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 03/18/21 X KP