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LA187798 - 19221 Huntington Ave Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION 19221 Huntington Avenue Summerlyn-9th Addition FACE APPLIED STONE VENEERLP HORIZONTAL LAP SIDINGHARDBOARD SIDING ON FRONT ELEVATION.FACE APPLIED STONE VENEERLP SHAKE SIDINGHARDBOARD SIDING ON SIDE AND REAR ELEVATIONS.LP HORIZONTAL LAP SIDINGLP SHAKE SIDINGFACE APPLIED STONE VENEERConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/26/2021dmathews UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.3 ····················BWPsAbove3.25333.5PFHBWPsAbovePFH77 ····················333.43.43-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). PAGE DESCRIPTION:PAGE NO.: PLAN NO. FIREPLACEFIREPLACESFIREPLACES REVISIONS SpecificationTeamservice.request@weyerhaeuser.com(888)453-8358........www.woodbywy.comDrawnBy:Jackie T.OriginalDate:2/21/2014ArchitecturalDrawingsPreparedBy:LENNARStructuralDrawingsPreparedBy:N/A12/16/13N/ASpecificationTeamCopyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.DBOiilDtArchitecturalDrawingsPreparedBy:StructuralDrawingsPreparedBy:the need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.4015SNELLING-A-H4TALL WALLS12AG6/3/14AG6/12/14UPDATEDPLANSADDED G4 & H4Weyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintendedforproductapplicationassurance;and,isnotintendedtocircumventLENNAR - MN4015SNELLINGAH4Rev.1ByDateAG6/3/14CommentsUPDATEDPLANS31/2" SpecificationTeamservice.request@weyerhaeuser.com(888)453-8358........www.woodbywy.comDrawnBy:Jackie T.OriginalDate:2/21/2014ArchitecturalDrawingsPreparedBy:LENNARStructuralDrawingsPreparedBy:N/A12/16/13N/ASpecificationTeamCopyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproduction will constitute an infringement of copyright.DBOiilDtArchitecturalDrawingsPreparedBy:StructuralDrawingsPreparedBy:the need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure thesedrawings are compatible with the overall project.4015SNELLING-A-H4TALL WALLS12AG6/3/14AG6/12/14UPDATEDPLANSADDED G4 & H4Weyerhaeuser prepared these plans for the specification of Trus Joistproducts based on project information provided to us. This service is solelyintendedforproductapplicationassurance;and,isnotintendedtocircumventLENNAR - MN4015SNELLINGAH4Rev.1ByDateAG6/3/14CommentsUPDATEDPLANS31/2"71/4"12' 1 1/8"31/2"1827/818'27/8"31/2"18'27/8" Specification Teamservice.request@weyerhaeuser.com(888)453-8358 . . . . . . . .www.woodbywy.comArchitectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A8/1/2012N/ALENNAR - MN4015 SNELLINGELEVATIONS A - F, D4, G4, H4Rev.10ByDateJLH5-21-19CommentsAdded flush beams for full fdn.Drawn By:DAWN NChecked By:Date:ALAN G8/17/2012R12-157637 SR-184801 Sheet 1 of 3Weyerhaeuserprepared these placement plans for the specificationof Trus Joistproductsbased on project information provided to us. This service issolelyintendedfor product application assurance; and, is not intendedtocircumventthe need for a design professional as determined by thebuilding codes.The designer of record and/or builder/framer isresponsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproductionwill constitute an infringement of copyright.Drive nails at an angle to minimize splitting of plate One 10d (3") box nail each side of member at bearing, 112" minimum from end See framing plan (if applicable) or iLevel® Framer's Pocket Guide for minimum end and intermediate bearing lengths. TJI® JOIST NAILING REQUIREMENTS at BEARING 13 4" minimum bearing at end support; 312" minimum at intermediate support TJI® Joist to Bearing Plate Shear transfer: Connections equivalent to floor panel nailing schedule One 8d (212") box nail each side. Drive nails at an angle at least 112" from end. Squash Blocks to TJI® Joist (Load bearing wall above) One 10d (3") box nail into each flange 10'-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"360 1'-0" 12'-0" 17" 13" 15'-6" 15'-6" SQUARE OR RECTANGULAR HOLE SIZE Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support 16'-0" 15'-6" 21'-0" 20'-6" 18'-0" 17" 17'-0" DO NOT cut, notch or drill holes in headers except as indicated in illustrations and tables. For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at 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 hole configurations contact your Weyerhaeuserrepresentative. 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"560 560 360 360 1'-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 SIZE Table B - Intermediate or Cantilever Support 10'-6" 9'-6" 15'-0" 13'-6" 4'-0"8'-0"2'-6"230 3'-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" 230 560 360 1'-0" 1'-0" 1'-0" 230 560 210 360 1'-0" 1'-0" 1'-0" 1'-0" 1178"1'-0"230 360 110 210 560 2'-0" 1'-0" 1'-6" 360 210 110 3'-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" DEPTH 912" TJI® 210 110 2" 2'-0" 1'-6" 18" 20" 1'-0"360 560 560 360 1'-0" 1'-0" 1'-0" 560 1'-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 SIZE 13" 6'-0" 6'-6" ROUND HOLE SIZE Minimum distance from edge of hole to inside face of nearest end support 1'-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"560 16" 14" 1'-0"360 210 230 560 1'-0" 1'-0" 1'-0" 210 230 110 1'-0" 1'-0" 1'-0" 1178" 912" 110 230 360 210 1'-0" 1'-0" 1'-0" 1'-0" 110 230 360 210 1'-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 Support 3"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 B2 612" 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 zone dd Microllam® LVL andParallam® PSL allowed hole zone middle 13 span 1.3E TimberStrand®LSL hole zone Microllam® LVL and Parallam®PSL hole zone 2 x diameter of the largest hole (minimum) d 13 depth 1" 2" 134" MAXIMUM ROUND HOLE SIZE HEADER DEPTH 438" 714" to 20" 512" See illustration for Allowed Hole Zone Other Trus Joist® Trus Joist® Headers and Beams 1.55E TimberStrand®LSL Headers and Beams ALLOWABLE HOLES - Headers and Beams 13 depth 2 x diameter of the largest hole (minimum) 2 x diameter of the largest hole (minimum)Allowed hole zone 8"8" See illustration for allowed hole zone 1114"-11 78" 14" to 16" 914"-912" HEADER DEPTH MAXIMUM ROUND HOLE SIZE 358" 458" 3" No holes in headers or beams in plank orientation. Round holes only General Notes General Notes No holes in headers or beams in plank orientation. Allowed hole zone suitable for uniformly loaded headers and beams only. Round holes only No holes in cantilevers. BEAM ATTACHMENT at BEARING This 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 PROCEEDING Allowable Load 400 475 Allowable load determined in accordance with AC 124. Corrosion-resistant fasteners required for wet-service applications. 114" TimberStrand® LSL rim board EXTERIOR DECK ATTACHMENT Structural exterior sheathing See fastener table below. Maintain 2" distance (minimum) from edge of ledger to fastener. 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diameter maximum for TJI® blocking panels 912" deep or shorter than 12" long. Do not cut flanges. GENERAL TRUS JOIST PRODUCT ASSEMBLY DETAILS E1 E1W Web stiffeners required each side at E1W Backer block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with ten 10d (3") box nails, clinched when possible. H2 Backer block both sides of web with single TJI® joist Filler block: Attach with ten 10d (3") box nails, clinched. Use ten 16d (312") box nails from each side with 312" TJI® joist flange widths. Use fifteen nails withTJI® joist depths greater than 16". 12" lag bolt LA 38" lag bolt Fastener Flashing Treated 2x_ ledger 400 N.A. 118" Trus Joist® rim board Web stiffener each side. See sizes below. W Tight fit WEB STIFFENER ATTACHMENT Gap: 18" minimum 234" maximum Three 8d (212") box nails, clinched (Three 16d (312") box nails at 312"TJI® joist flange widths 112" 112" Load bearing or shear wall above (must stack over wall below) TJI® blocking panel Web stiffeners required each side at B1W and B2W B2 B1 B1W B2W 116" 2x4 minimum squash blocks Use 2x4 minimum squash blocks to transfer load around TJI® joistCS Load from above 2x4 minimum squash blocks 116" With top flange hangers, backer block required only for downward loads exceeding 250 lbs or for uplift conditions. NOTE: STUCTURAL DOCUMENTS FOR THIS PROJECT PER THE DESIGN PROFESSIONAL OF RECORD SHALL SUPERCEDE 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 serious accidents. 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 be accomplished 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 or one 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: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. TimberStrand®LSL, TrusJoist® rim board, or (Microllam® LVL with EOR approval) 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) see placement plan. B4 End 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* A3W W Toe nail - 10d (0.131" x 3") at 6" on-center* When sheathing thickness exceeds 78", trim sheathing tongue at rim board Web Stiffeners required each side at A3._W A3 A3.2A3.1 A3.3 A3.1 WA3.2 WA3.3 TimberStrand®LSL, Trus Joist® rim board, or (Microllam® LVL with EOR 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 nail from side of parallel closure into rim board. *Conventional construction code minimum for use with A3 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. Double top plate Stud Kingstud Header plate stops at inside face of trimmers Header - per plan (bears directly on trimmers) Trimmers - per plan Header cripple Typical Header Detail Window/ Door Opening Only header openings and roof loads which affect Trus Joist product sizes have been denoted on this layout. In addition to any CS detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See pocket framer guide for appropriate detail(s). ASSUMED BEARING LENGTH FOR BEAMS At parallel walls assume 1-1/2" end bearing, at perpendicular walls assume full wall width end bearing UNO. ALLOWABLE JOIST SHIFTS Individual joists can be shifted up to 3" maximum from their on-center spacing to avoid hanger interference/plumbing drops/post. (DO NOT EXCEED 24" O.C. MAXIMUM SPACING) CANTILEVERS/TRUSSES Design assumes all trusses at floor cantilevers are connected to the wall and NOT to the Trus Joist rimboard. If trusses need to connect to the Trus Joist rimboard, contact Weyerhaeuser for a connection detail prior to installation. JOIST & BEAM HANGER FACE NAILING REQUIREMENTS* FOR 3 & 4 PLY SUPPORTING MEMBERS For 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 with the manufacturer's recommended fasteners. **FLOOR & ROOF DESIGN PARAMETERS** Face mount hanger Top flange hanger Verify column capacity and beam bearing length. See current iLevel® literature. L5L1 BEARING AT COLUMN Column See current Trus Joist® literature for framing connectors L6 Additional nailing or bolting may be required with side-loaded multiple-member beams. Refer to current product literature. CONNECTION OF MULTIPLE PIECES OF 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 beams If using 12d (314") or larger nails, the number of nailing rows may be reduced by one. (1) Load must be applied evenly across entire beam width. Otherwise, use connections for side-loaded beams. 312" Width Pieces: Minimum of 2 rows 12" bolts at 24" o.c. staggered 134" Width Pieces: L2 L3 Protect untreated wood from direct contact with concreteL4 BEARING AT WALL BEARING FOR DOOR OR WINDOW HEADER Strap per code if top plate is not continuous over header BEAM TO BEAM CONNECTION BEARING AT CONCRETE WALL TimberStrand®LSL, Trus Joist® rim board, (Microllam® LVL with EOR approval), or TJI® blocking for lateral support BEAM DETAILS 2' TJI® JOIST 2" 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to 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 at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers.E1 ALT WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. 16' max deck2' 11 7/8" - 16" TJI® 2" 6" 16' max deck2' 9 1/2" TJI®6" 2x_ Furring 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. Inverted hanger (see hanger list on Trus Joist structural layout) Treated ledger 1 18" x 11 7/8" Trus Joist® rim board Inverted hanger (see hanger list on iLevel structural layout) Treated ledger E1 ALT LA 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. E1 ALT LA 9.5 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. Timberstrand ® LSL rim board to match TJI® depth 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. Attach reinforcement to TJI® joist with 8d (212") common nails at 6" on- center. When reinforcing both sides, stagger nails. E3E2 2 '-0" m a x im umFace grain horizontal 4'-0" length of 34" reinforcement on one side at E2, both sides at E3 ALT ALT Timberstrand ® LSL rim board to match TJI® depth 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to 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 at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. WARNING Joists are unstable until braced laterally, Safety bracing required during installation.Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. Timberstrand ® LSL rim board to match TJI® depth UNLESS NOTED OTHERWISE FLOOR LIVE LOAD DEFLECTION CRITERIA: L/480 FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF SNOW LIVE LOAD: 35 PSF ROOF DEAD LOAD: 20 PSF (TRUSSED ROOFS) ROOF DEAD LOAD: 15 PSF* (TJI/RAFTER) *Dead Loads are adjusted for slope correction TJI® blocking panel A1 PB1 1 3 jo ist s pan 8 ' m a x. Apply subfloor adhesive to all contact surfaces Option #3: Option #1: Option #2: TJI® Joist blocking with end blocks installed at 13 joist-span locations using two 8d (0.113" x 212") nails or 2 12" screws, typical 2x_ strapping installed at 13joist-span locations using two 2 12" screws per joist, typical Directly applied ceiling When specified on the layout, one of the above bracing options is required Additional Notes 1.5E TimberStrand®LSL Prescriptive Chart 13 depth 2 x diameter of the largest hole (minimum) 8" See illustration for allowed hole zone 1114"-11 78" 14"-16" 914"-912" 358" 458" 3" Round holes only General Notes No holes within 8" of joist ends. Maximum Round Hole SizeJoist Depth Allowed hole zone 1.5 E TimberStrand® LSL 8" Round holes larger than 3-5/8" up to 7-1/4" max. in 1.5" x 11-7/8" 1.5E TimberStrand LSL joist only Edge 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 next hole is a small 12" diameter hole). The hole must be centered within the joist vertically. No square or rectangular holes No 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 holes larger than 3-5/8" but not greater than 7.25" Minimum distance from edge of hole to inside face of bearing (end or intermediate) 4"5"6.5"7.25" 2'-0"2'-0"3'-0"3'-6" the area of a 7-1/4" circumscribed hole A smaller hole can be drilled within centered in the depth of the joist circumscribed 7-1/4" hole smaller hole drilled withincircumscribed area of 7-1/4" hole assuming the circumscribed hole is a minimum of 3'-6" from face of bearing 1-1/2" x 11-7/8" 1.5E TimberStrand LSL floor joist Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. The Builder or General Contractor is responsible for the structure(s) overalldesign, and it is strongly recommended that all drawings and calculations be reviewed by theengineer of record for this particular project.PDF created with pdfFactory Pro trial version www.pdffactory.com WALKOUT HEADERS - ADD PlotID Length Product Plies Net Qty TSHd3-3 14' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3 TSHd4-2 8' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 TSHd5-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 Soil Pressure Blocking PlotID Length Product Plies Net Qty SOIL PRESSURE BLOCKING MATERIAL 114' 5"11 7/8" TJI® 210 1 1 LOOKOUT HEADERS - ADD PlotID Length Product Plies Net Qty TSHd6-3 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3 TSHd5-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 Start Layout 19.2" o.c. First Floor - All Elevations PlotID Length Product Plies Net Qty FBk1 11' 2"11 7/8" TJI® 210 1 1 M1-3 12' 0"1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3 TS1 44' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 7 TS2 40' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 3 TS4 26' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 6 TS5 18' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 15 TS7 10' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 8 TS8-3 18' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 3 TS10-3 12' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 3 TS11 10' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1 TS12-3 12' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3 TS13-3 10' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3 STRm1 16' 0"1 1/8" x 11 7/8" TJ® Rim Board 1 13 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 48 CS CS CS CS CS CS CS CS CSCS CS B1 B1 B4 B4B4B2 B2 A3 A3 A3 A3 A3 B5 CSCS TS13-3 TS12-3 TS10-3 TS8-3 M1-3 STRm1STRm1STRm1STRm1STRm1 STRm1 STRm1 STRm1 STRm1 STRm1STRm1FBk1 FBk1 FBk1 FBk1FBk1 TSHd3-3 TSHd5-2TSHd4-2 TSHd6-3 TSHd5-2 3"3"3"3" 4 1/2"4 1/2" CSTS11 BM1 BM1 7" ELEV H4 1' 1 3/4" 2' 0" 1' 7 13/16"10 3/16" 1' 3 1/2" 1' 6 1/4" TS1 19.2" O.C. TS2 19.2" O.C. TS5 19.2" O.C. TS5 19.2" O.C.TS4 19.2" O.C. TS7 19.2" O.C. Change to 8'-0" for Elev H4 Install (4) 2x6 squash blocks under all points loads at front of house. For labeled Point Loads exceeding 10,000 lbs contact LENNAR for Framing Details. All joist blocking including soil pressure joist blocking can be either 210 or 360 series TJI or 1-1/2" Timberstrand LSL 1.5E material. Add- Stone FP or Corner Stone FP PlotID Length Product Plies Net Qty FBk1 4' 1 3/4"11 7/8" TJI® 210 1 1 TS3 28' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 2 TS6-2 18' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 2 4 Remove- Stone FP or Corner Stone FP PlotID Length Product Plies Net Qty TS1 44' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 2 B2 B1 CS STRm1STRm1 STRm1 FBk1 TS6-2 19.2" O.C. TS3 19.2" O.C. Stone Fireplace or Corner Stone Fireplace to outside face of framing above. OPTIONAL EGRESS WELL OPTION w/ CORNER FP OPTION - ADD PlotID Length Product Plies Net Qty TSHd2-3 6' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 3 OPTIONAL WALKOUT HEADERS w/ CORNER FP OPTION - ADD PlotID Length Product Plies Net Qty TSHd1-3 14' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 3 TSHd4-2 8' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 TSHd5-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 OPTIONAL LOOKOUT HEADERS w/ CORNER FP OPTION - ADD PlotID Length Product Plies Net Qty TSHd2-3 6' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 3 TSHd5-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 A3 CS CS CS A3TSHd2-3STRm1 TSHd1-3 TSHd5-2 TSHd5-2TSHd2-3 TSHd4-2 3"3"3"3" 4 1/2"4 1/2" 4 1/2"4 1/2" STRm1 Rim needs to be Specification Teamservice.request@weyerhaeuser.com(888)453-8358 . . . . . . . .www.woodbywy.comWeyerhaeuserprepared these placement plans for the specificationof Trus Joistproductsbased on project information provided to us. This service issolelyintendedfor product application assurance; and, is not intendedtocircumventthe need for a design professional as determined by thebuilding codes.The designer of record and/or builder/framer isresponsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproductionwill constitute an infringement of copyright.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A8/1/2012N/ALENNAR - MN4015 SNELLINGELEVATIONS A - F, D4, G4, H4Rev.10ByDateJLH5-21-19CommentsAdded flush beams for full fdn.Drawn By:DAWN NChecked By:Date:ALAN G8/17/2012FirstFloor Framing Plan Scale: 1/4" = 1'-0" R12-157637 SR-184801 Sheet 2 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. www.ilevel.com/literature/tj-9001.pdf 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.ilevel.com Lack of proper bracing during construction can result in serious accidents. 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 be accomplished 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 or one 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: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers SheathingRim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. Joist Plot ID SYMBOL LEGEND x = Example member ID 1.9E Microllam LVL 2.0E Parallam PSL 1.55E TimberStrand LSL Header Plot ID Hanger Label Member By Others Under Load Above Hanger Joist Beam Walls Walls Above Detail Callout LabelXX ULA BBO Hx xxHdx-x TSx-x PLx-x MLx-x Xx Closure By OthersCBO THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THE iLEVEL® FRAMER'S POCKET GUIDE.Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. The Builder or General Contractor is responsible for the structure(s) overalldesign, and it is strongly recommended that all drawings and calculations be reviewed by theengineer of record for this particular project.PDF created with pdfFactory Pro trial version www.pdffactory.com Start Layout 19.2" o.c. Elevation G4 Second Floor PlotID Qty Manuf Product Backer Blks Web Stiff H2 1 Simpson HHUS410 No No H5 4 Simpson HUC48 No No H6 1 Simpson IUS1.81/11.88 No No H7 17 Simpson IUS2.06/11.88 No No H8 3 Simpson IUS2.06/11.88 No Yes H10 1 User HUC48 Not Required Not Required Elevation G4 Second Floor PlotID Length Product Plies Net Qty F44'44' 0"11 7/8" TJI® 210 1 5 F34'34' 0"11 7/8" TJI® 210 1 3 F32'32' 0"11 7/8" TJI® 210 1 2 F30'30' 0"11 7/8" TJI® 210 1 4 F28'-2 28' 0"11 7/8" TJI® 210 2 2 F28'28' 0"11 7/8" TJI® 210 1 7 F20'20' 0"11 7/8" TJI® 210 1 9 F18'18' 0"11 7/8" TJI® 210 1 10 F16'16' 0"11 7/8" TJI® 210 1 1 F14'14' 0"11 7/8" TJI® 210 1 2 F10'10' 0"11 7/8" TJI® 210 1 4 FBk1 6' 10 1/4"11 7/8" TJI® 210 1 1 F6'6' 0"11 7/8" TJI® 210 1 1 M2-4 22' 0"1 3/4" x 18" 2.0E Microllam® LVL 4 4 M4-3 20' 0"1 3/4" x 14" 2.0E Microllam® LVL 3 3 TS3-2 14' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2 TS4-2 12' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2 TS8-3 10' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 3 TS7-2 10' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2 TS6 10' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 3 TS9-2 6' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2 TSHd1-3 14' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3 TSHd2-2 10' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 4 TSHd4-2 8' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 4 TS11 12' 0"3 1/2" x 7 1/4" 1.3E TimberStrand® LSL 1 1 TS12 8' 0"3 1/2" x 7 1/4" 1.3E TimberStrand® LSL 1 1 TS13 6' 0"3 1/2" x 7 1/4" 1.3E TimberStrand® LSL 1 2 STRm1 16' 0"1 1/8" x 11 7/8" TJ® Rim Board 1 12 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 58 E1E3E1 B1 B1B1 B1 A3 A3 A3 A3 A3 CS CS CS CS CS E1 B4 B4 TSHd1-3 TSHd4-2 TSHd2-2 TS9-2 TS4-2TS7-2 TS8-3 F6'F20'F16'STRm1STRm1STRm1STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 FBk1F20'F28'-2FBk1F20'FBk1 FBk1 STRm1TS3-2 Alt BBOHd1-2BBO1-3 Alt Alt 3" 3"TS64 1/2"TS6BBO45M2-4TSHd4-2 TS6M4-3TS13 TS12TS13TS11 BM1H10H5H6H2 TSHd2-2 H5H5H5 L19 L19 12 beam depth 2" at top and bottom, typical 12" A307 through bolt or SDS, WS, Truss-LOK-EWPTM or SDW screw, typical Point Load Connector Spacing 4- or 6- Screw Connection 112" spacing between staggered screws 7 7/8" 11 5/16" 1' 8 15/16" 1' 5 7/16" 5 15/16" 6 1/16" 1' 7" 1' 2" 1' 7"1' 6 9/16" 9 11/16" 1' 1 7/16" 1' 1 9/16"9 1/2" 2' 0 1/4" 11 9/16" 1' 10 3/16"1' 1 9/16" 8 7/16"1' 4 3/4" 9 1/2"F28'FBk1 FBk1 F20' 19.2" O.C. F32' 19.2" O.C. F18' 19.2" O.C. F18' 16" O.C. F28' 16" O.C. F28' 16" O.C.F34' 19.2" O.C. F10' 16" O.C. F14' 19.2" O.C. F44' 19.2" O.C. F30' 16" O.C. H7 H8 H7 H7 H7 SEE TALL WALL Top ofBeam Flush to Top of Floor System. 7" Minimum Heel Height. Can Light Serenity Bath Option Insulate back 6" from rim between double joists. Garage Headerdesigned toL/600 TL for Stone Load Deflection. (12) SDW22634 screw cluster at flush beam. Follow L19 detailbut add additional column to get 6screws on each side of hanger. Multi - member connection: 2 rows of SDW22634 screws at 19.2" oc. (40 total.) SDW22634 Simpson Screw - Qty 40 Free Standing Tub Option Standard Bath or Premier/Elite Bath Freestanding Tub Option - use these dim's to locate the 2nd and 3rd joist in. Elevation G4 Roof PlotID Length Product Plies Net Qty TSHd2-3 10' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3 TSHd3-2 8' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 TSHd3-2 BBOHd1-2 TSHd2-3BBO46 BBO47 3"3"3"3" Designed with a 5' hip girder setback. Start Layout 19.2" o.c. Add- Corner Fireplace PlotID Length Product Plies Net Qty TSHd3-3 10' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3 Remove- Corner Fireplace PlotID Length Product Plies Net Qty TSHd1-3 14' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3 A3 CSTSHd3-3STRm1 3" 3" CORNER FIREPLACE OPTION Specification Teamservice.request@weyerhaeuser.com(888)453-8358 . . . . . . . .www.woodbywy.comWeyerhaeuserprepared these placement plans for the specificationof Trus Joistproductsbased on project information provided to us. This service issolelyintendedfor product application assurance; and, is not intendedtocircumventthe need for a design professional as determined by thebuilding codes.The designer of record and/or builder/framer isresponsible to assure thesedrawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Anyunauthorized copying of reproductionwill constitute an infringement of copyright.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A8/1/2012N/ALENNAR - MN4015 SNELLINGELEVATION G4Rev.10ByDateJLH5-21-19CommentsAdded flush beams for full fdn.Drawn By:DAWN NChecked By:Date:ALAN G8/17/2012SecondFloor Framing Plan Scale: 1/4" = 1'-0" R12-157637 SR-184801 Sheet 3 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. www.ilevel.com/literature/tj-9001.pdf 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.ilevel.com Roof HeaderPlan Scale: 3/16" = 1'-0" Lack of proper bracing during construction can result in serious accidents. 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 be accomplished 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 or one 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: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers SheathingRim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. Joist Plot ID SYMBOL LEGEND x = Example member ID 1.9E Microllam LVL 2.0E Parallam PSL 1.55E TimberStrand LSL Header Plot ID Hanger Label Member By Others Under Load Above Hanger Joist Beam Walls Walls Above Detail Callout LabelXX ULA BBO Hx xxHdx-x TSx-x PLx-x MLx-x Xx Closure By OthersCBO THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THE iLEVEL® FRAMER'S POCKET GUIDE.Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companieswould only be responsible for the individual member design, based on the assumed or knownvertical loads. 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(With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " round duct OR " metal duct Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Windows & Doors Average U-Factor (excludes skylights and one door ) U: 0.31 Solar Heat Gain Coefficient (SHGC):0.29 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Nat Gas Nat Gas Elect GPVL-50 13ACXN-036 Fuel Type Manufacturer Lennox AOSmith Lennox Model ML193UH070XE36B 13 Location of duct or system: Rating or Size 50 Output in Tons:3 Efficiency SEER /EER Residential Load Calculation Heating Loss Heating Gain Cooling Load 60,252 27,367 32,895 MECHANICAL VENTILATION SYSTEM Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms:200 MN License Number Lennar 1413 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateNew Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.1/28/2021 Mailing Address of the Dwelling or Dwelling Unit City Lakeville19221 Huntington Avenue Name of Residential Contractor Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+) Wall Ceiling, flat Interior R5 + R10 Exterior Interior Interior Balanced Ventilation capacity in cfms:Mech Room Capacity continuous ventilation rate in cfms: Total ventilation (intermittent + continuous) rate in cfms: 100 High: Energy Recover Ventilator (ERV) Capacity in cfms:High: Location of duct or system: 000000Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit (NPDES Construction Stormwater Permit, MPCA) ruction site at least once every seven (7) days during active con (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 01/29/21 X KP