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LA187917 18780 Hamel Ct 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 CANNOT HOOK TO CITY SEWER/WATER 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 LP SHAKE SIDINGHARDBOARD SIDING ON FRONT ELEVATION.FACE APPLIED STONE VENEERLP HORIZONTAL LAP SIDINGFACE APPLIED STONE VENEERHORIZONTAL LAP SIDINGVINYL SIDING ON SIDE AND REAR ELEVATIONS.18780 Hamel Court Avonlea-5th Addition FACE APPLIED STONE VENEERSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode02/04/2021dmathews Interior BWP AboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. ····················3.523.53.5BWPsAbove63.53.588655556PFHPFH55-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).(3)18" LVL perlumber plan Weyerhaeuserprepared theseplans 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 theseLennar MN5006Elevation BMNR14-174494 5006 B Sheet 1 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam? File an electronic damage report for prompt service from your regionaltechnical office. Scan the QR Code with your smartphone or go to: www.damagereport.w oodbywy.com Specification Teamservice.request@weyerhaeuser.com(888)453-8358 . . . . . . . .www.woodbywy.comDrawn By:Chuck EOriginal Date:7/15/14Rev.ByDateJLH10-14-19CommentsAdjusted joist for chase on E/I plan.Architectural Drawings Prepared By:LennarStructural Drawings Prepared By:N/A7/15/14N/ADrive 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 PDF created with pdfFactory Pro trial version www.pdffactory.com Start Framing Here LEVEL NOTES Current Date:10/14/2019 File Name:5006 B.jvl Level Name:1st Floor Building Code - Design Methodology:IBC 2012 Members with Design Overridden:F14', F36', STCa1 TJ-Pro Rating (Weighted Average):Unable to Calculate Minimum Level TJ - Pro Rating & Joist:Unable to Calculate Maximum Level TJ - Pro Rating & Joist:Unable to Calculate FLOOR Floor Container:FC8, FC15 Use/Occupancy:ResidentialLivingAreas Floor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load Operator Added Additional Loads Floor Maximum Allowed Deflection L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average: Directly Applied Ceiling: Decking Attachment: Decking Material: Perpendicular Partition: Strapping at max 8' o.c.: Blocking at max 8' o.c.: Poured Flooring: ADD - WALKOUT OPTION PlotID Length Product Plies Net Qty TSHd1-2 8' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 ADD - LOOKOUT OPTION PlotID Length Product Plies Net Qty TSHd2-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 Main Floor PlotID Qty Manuf Product Backer Blks Filler Web Stiff H1 1 Simpson HU412 No No No H2 1 Simpson IUS1.81/11.88 No No No H3 7 Simpson LUS210 No No No H4 2 User LUS210 Not Required No Not Required Main Floor PlotID Length Product Plies Net Qty FBk1 4' 1 1/2"11 7/8" TJI 210 joist 1 1 TS2 38' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 TS3 24' 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 TS6 14' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS7 4' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS8-2 8' 0"1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS9-2 6' 0"1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS10 4' 0"1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS11-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 STCa1 16' 0"1 1/8" x 11 7/8" TJ Rim Board 1 11 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 39 ADD - FULL FOUNDATION PlotID Length Product Plies Net Qty Not Shown 40' 0"1-1/2" x 11-7/8" 1.5E Timberstrand LSL 1 1 All Elevations Soil Pressure Blocking PlotID Length Product Plies Net Qty Soil pressure Blkg 98' 0"11-7/8" TJI® 210 1 1 ADD - OPTIONAL EGRESS WDW PlotID Length Product Plies Net Qty TSHd2-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 A3 A3 A3 A3 B2 B2 CS CS CS CS CS CS CS CS A3 B1 TSHd2-2 TSHd2-2 TSHd2-2 TSHd2-2BBOHd1-2 TSHd1-2 TS9-2TS8-2 TS11-2 BBO1-3 TS5TS6STCa1STCa1STCa1STCa1STCa1STCa1 STCa1 STCa1 STCa1 STCa1 SB8 SB9 TS10TS7H1 L21 L21 1 12" minimum spacing, typical Point Load Connector Spacing Nail Connection 2" 2" 10d (0.128" x 3") nails, typical. Stagger to prevent splitting. 2" spacing, typical 8"-10" There must be an equal number of nails on each side of the connection H2 H41' 4" 1' 9 5/8" 1' 8" 1' 10"1' 9 1/16" 1' 5 3/8" 1' 4 1/4" 1' 1 9/16" 1' 6 3/4" TSHd2-2 H4FBk1 14' 0" 1' 8 1/8" 1' 8 11/16" TS2 19.2" O.C. TS5 19.2" O.C. TS5 19.2" O.C. TS3 19.2" O.C. H3 H3 WALKOUT OPTION LOOKOUT OPTION 3" 3" 3"3" 3"3"3" Install (4) 2x6 squash blocks under all point loads at front of house. For labeled Point Loads exceeding 10,000 lbs contact LENNAR for Framing Details. (12) 10d nail cluster. 6 nails on each side of beam. Pwdr Bath 3/4 Bath Option Full Foundation: 1-1/2" LSL 1.5E flush with canted sill plate. LSL attached to Rim held to inside lining up with concrete foundation. (1-1/2" LSL not shown on layout.) 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. 36' 0" when canted fireplace is selected. 3" Opt Egress Wdw Int Brace Panel Above REMOVE - FIREPLACE OPTION PlotID Length Product Plies Net Qty TS2 38' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3 ADD - FIREPLACE OPTION PlotID Length Product Plies Net Qty TS1 40' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3 TS4 22' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 Start Framing Here E1 B1 A3 A3 TS4STCa1 STCa1 STCa1STCa1 FBk1 1' 4" 1' 9 5/8" 1' 6" 1' 9 15/16" 1' 6 1/2"1' 1 9/16" 1' 8 3/4"1 5/8" 1' 8 11/16" TS2 19.2" O.C. TS2 19.2" O.C. TS1 19.2" O.C. BBOBk1 FIREPLACEOPTION Pwdr Bath 3/4 Bath Option No future deck load applied to cantilever joists.Weyerhaeuserprepared theseplans 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:LennarStructural Drawings Prepared By:N/A7/15/14N/ALennar MN5006Elevation BMNRev.ByDateJLH10-14-19CommentsAdjusted joist for chase on E/I plan.Drawn By:Chuck EOriginal Date:7/15/14FirstFloor Framing Plan Scale: 1/4" = 1'-0" R14-174494 5006 B Sheet 2 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to: www.damagereport.w Specification Teamservice.request@weyerhaeuser.com(888)453-8358 . . . . . . . .www.woodbywy.comLack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING: JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY BRACING INCLUDES: Blocking, Hangers, Rim Board, Sheathing, Rim Joist, Strut Lines Lack 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: WARNING Joists are unstable until braced laterally Bracing Includes: BlockingHangers Sheathing Rim Board Strut LinesRim 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, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. ©2013 Weyerhaeuser NR Company. All rights reserved. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THEWEYERHAEUSER FRAMER'S POCKET GUIDE. Only header openings and roof loads which affect Weyerhaeuser 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's Guide for appropriate detail(s). 3" adjustment allowedfor joist spaced 19.2" o.c. or less to accommodate plumbing drops. DO NOT CUT JOIST FLANGES. Thislayout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with thislayout isNOT PERMITTED. Please identify the TJI® , TimberStrand® LSL , Microllam® LVL , and Parallam® PSL stamps on the product to ensure that thislayout is valid for the products actually installed. PDF created with pdfFactory Pro trial version www.pdffactory.com 3rd Stall Garage w/ Garage Expansion Option Remove List PlotID Length Product Plies Net Qty M1-3 20' 0"1 3/4" x 18" 2.0E Microllam LVL 3 3 3rd Stall Garage w/ Garage Expansion Option Add List PlotID Length Product Plies Net Qty TS2-2 20' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 2 2 Side Flex Rm Wdw Option Add List PlotID Length Product Plies Net Qty TSHd4-2 4' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 Start Framing Here ADD - WINDOW @ CANTILEVER FP PlotID Length Product Plies Net Qty TSHd3-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 REMOVE - WINDOW @ CANTILEVER FP PlotID Length Product Plies Net Qty TSHd1-2 10' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 Elevation B - Second Floor - 3rd Stall Garage PlotID Qty Manuf Product Backer Blks Filler Web Stiff H1 1 Simpson HHUS410 No No No H2 10 Simpson IUS2.06/11.88 No No No H3 1 Simpson MIU4.28/11 No No No H4 3 User HGUS5.25/10 Not Required No Required H5 8 User HU2.1/9 Not Required No Required H6 1 User HUC48 Not Required No Not Required H7 3 User MIU5.12/9 Not Required No Required Elevation B - Second Floor - 3rd Stall Garage PlotID Length Product Plies Net Qty F38'38' 0"11 7/8" TJI 210 joist 1 7 F36'36' 0"11 7/8" TJI 210 joist 1 6 F20'-2 20' 0"11 7/8" TJI 210 joist 2 2 F20'20' 0"11 7/8" TJI 210 joist 1 3 F18'18' 0"11 7/8" TJI 210 joist 1 12 F14'14' 0"11 7/8" TJI 210 joist 1 8 F8'8' 0"11 7/8" TJI 210 joist 1 1 FBk1 5' 4 3/4"11 7/8" TJI 210 joist 1 1 M1-3 20' 0"1 3/4" x 18" 2.0E Microllam LVL 3 3 TS3-2 18' 0"1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS4-2 10' 0"1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS5-2 10' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd1-2 10' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 8' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 TSHd3-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TS6 20' 0"3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 STCa1 16' 0"1 1/8" x 11 7/8" TJ Rim Board 1 10 2' 0"2x6 + 3/8" sheathing Filler Blocks 1 1 9 1/8"3/4" x 2 5/16" Web Stiffeners 1 4 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 50 CS CS CS CS B1 A3 A3 A3 A3 A3 A3A3 A3 CS B1 TSHd1-2 TSHd2-2 BBOHd3-2 TSHd3-2 TSHd2-2 M1-3TS3-2TS4-2 F18'F20'-2F8'STCa1STCa1STCa1 STCa1 STCa1 STCa1STCa1 STCa1 FBk1 BBO3 TS6 H2TS5-2 BBO1BBO5STCa1STCa1TS2-2 H6 1' 4" 1' 4" 1' 4" 1' 3 15/16" 1' 11 7/16" 8 9/16"H5H5H4H4H7H71' 4 3/16" 11 9/16" 1' 0 1/16"TSHd4-2TSHd3-2 BBOHd1-2BBOHd3-2 1' 3 7/16" 1' 8" 1' 7 1/8" 1' 8 5/8" 6 13/16" 1' 9" 10 9/16"1' 8 5/8" 1' 11 1/2" 1' 1 7/16"1' 2 3/16" L21 1 12" minimum spacing, typical Point Load Connector Spacing Nail Connection 2" 2" 10d (0.128" x 3") nails, typical. Stagger to prevent splitting. 2" spacing, typical 8"-10" There must be an equal number of nails on each side of the connectionH3FBk1 14' 0" H1 H2H7H4F38' 19.2" O.C. F20' 16" O.C. F18' 19.2" O.C. F14' 19.2" O.C. F36' 19.2" O.C. H2 H2 H5 Attach Rim to Bottom Chord of Girder with (3) rows of 16d nails @ 6" o/c 3rd Stall Garage Option3"3" 3"3"3"3" Garage mono trusses to support bumpout area. 3"4.5" 4.5"4.5" Garage Expansion Option Girder truss with garage expansion option. Shorten girder truss back to here with garage expansion option. See joist to girder connection detail on this page. (2) 2x10 SYP/DF bottom chord - minimum3" Optional Side Flex Rm Wdw 3"3" (18) 10d nail cluster. 9 nails on each side of beam. Int Brace Panel Below Serenity Bath Option Fur out under railing as needed. Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 8' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd1-2BBOHd3-2 BBOHd3-2 BBOHd1-2 BBO3 BBOHd1-2 BBOHd3-2BBOHd3-2 BBO5 3rd and4thStall Garage Option LEVEL NOTES Current Date:10/14/2019 File Name:5006 B.jvl Level Name:2nd Floor Building Code - Design Methodology:IBC 2012 Members with Design Overridden:F14', F36', STCa1 TJ-Pro Rating (Weighted Average):45 Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 34, joist = F38'(i33982) Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 56, joist = F14'(i33976) FLOOR Floor Container:FC4, FC9 Use/Occupancy:ResidentialLivingAreas Floor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load Operator Added Additional Loads Maximum Allowed Deflection:L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average:FC4: 44; FC9: 45 Directly Applied Ceiling:Gypsum 1/2" Decking Attachment:Glue and Nail Decking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF Perpendicular Partition:No Strapping at max 8' o.c.:None Blocking at max 8' o.c.:No Poured Flooring:No GIRDER TRUSS BY OTHERS NOTES: TRUSS MANUFACTURER TODESIGN FOR ANY TORSION LOADS AT BOTTOM CHORDS OF GIRDER TRUSSIF NEEDED. THE TORSION FORCEDEPENDS ON THE NUMBER OF GIRDERTRUSS PLIES AND VERTICAL LOADAPPLIED. TJI SERIES WEB STIFFENER SQUASH BLOCK MAX. TJI REACTION 110 1178" MIN.58" x 512" Wide 34" Net x 512" Wide 1" Net x 512" Wide 118" TJ Rim Board(BOTH SIDES OF JOIST) 2x6 BLOCK (BOTH SIDES OF JOIST) (CUT 116" TALLER THAN JOIST) 1,305 LBS 1,530 LBS 230 - 1,575 LBS 360 - 1,620 LBS 2ND FLOOR WALL SUPPORTING UNIFORMROOF LOAD (2) PLY 2X10 SYP/DFBOTTOM CHORD, MINIMUM SQUASH BLOCKS (SEE TABLE FOR SIZE & TYPE) ATTACH W/ (3) 10d (0.128" x 3") NAILS INTO WEB & WEB STIFFENER. TJI JOIST SERIES 1178" MIN. DEPTH GAP: 18" MINIMUM234" MAXIMUM (3) 8d (0.113" x 212") NAILS,CLINCHED WEB STIFFENER EACH SIDESEE TABLE BELOW TIGHT FIT 1" 1" WEB STIFFENER SEE DETAIL HANGER - SEE TABLE R R R HANGER MAX. REACTION 2,615 LBS MIU5.12/9 2,615 LBS MIU4.75/9 2,615 LBS LIGHT LOADS 1 - MAXIMUM TJI REACTION FROM CURRENT LEVEL LOADS ONLY.2 - MAXIMUM LOAD / REACTION ON HANGER FROM CURRENT LEVEL & ALL LEVELS ABOVE. MAX HANGER REACTION FOR FLOOR & ROOF COMBINATION (115% SNOW LOAD DURATION)NAILING: SEE HANGER MANUFACTURE LITERATURE FOR TOP MOUNT MAX HANGER NAILING REQUIREMENTS. SIMPSON STRONG-TIE HANGER MAX. REACTION 2,220 LBS HD310-2 2,920 LBS 2,920LBS USP GIRDER TRUSS BY OTHERS TOP VIEW RTJI JOIST SQUASH BLOCK - SEE TABLE 210 1178" MIN. 230 / 360 1178" MIN. R HD210-3 5 1/2" GIRDER TRUSS BY OTHERS HANGER - SEE TABLE SQUASH BLOCK - SEE TABLEATTACH W/ (3) 10d (0.128" x 3")NAILS INTO WEB & WEB STIFFENER. RTJI JOIST 118" TJ Rim Board(BOTH SIDES OF JOIST) MIU4.12/9 SUH410R SIDE VIEW WEB STIFFENER - SEE TABLE HANGER - SEE TABLE 2 2 2 2 2 2 1 1 1 1 R GIRDER TRUSS BY OTHERS NOTES: TRUSS MANUFACTURER TODESIGN FOR ANY TORSION LOADS ATBOTTOM CHORDS OF GIRDER TRUSSIF NEEDED. THE TORSION FORCEDEPENDS ON THE NUMBER OF GIRDERTRUSS PLIES AND VERTICAL LOADAPPLIED. 2ND FLOOR WALLSUPPORTING UNIFORM ROOF LOAD (2) PLY 2X10 SYP/DFBOTTOM CHORD, MINIMUM TJI JOIST SERIES1178" MIN. DEPTH HANGER - SEE TABLE TJI SERIES SQUASH BLOCKS MAX. TJI REACTION 134" 1.55E TIMBERSTRAND LSL(BOTH SIDES OF JOIST)(CUT 116" TALLER THAN JOIST) 2x6 SQUASH BLOCK(BOTH SIDES OF JOIST) (CUT 116" TALLER THAN JOIST) 1,560 LBS 1,655 LBS 230 - 1,655 LBS360 - 1,705 LBS HEAVY LOADS HANGER MAX. REACTION HGUS5.50/10 9,100 LBS SIMPSON STRONG-TIE HANGER MAX. REACTION THDH610 9,855 LBS THDH210-3 9,855 LBS THDH610 9,855 LBS USP 110 1178" MIN. 210 1178" MIN. 230 / 360 1178" MIN. 9,100 LBS 9,100 LBS HGUS5.25/10 HGUS5.50/102x6 SQUASH BLOCK (BOTH SIDES OF JOIST) (CUT 116" TALLER THAN JOIST) SQUASH BLOCKS (SEE TABLE FOR SIZE & TYPE) ATTACH W/ (3) 10d (0.128" x 3") NAILS INTO WEB &WEB STIFFENER. WEB STIFFENERSEE DETAIL GAP: 18" MINIMUM234" MAXIMUM (3) 8d (0.113" x 212") NAILS,CLINCHED WEB STIFFENER EACH SIDESEE TABLE BELOW TIGHT FIT 1" 1" GIRDER TRUSS BY OTHERS HANGER - SEE TABLE SQUASH BLOCK - SEE TABLEATTACH W/ (3) 10d (0.128" x 3")NAILS INTO WEB & WEB STIFFENER. TJI JOIST SIDE VIEW GIRDER TRUSS BY OTHERS TOP VIEW TJI JOIST SQUASH BLOCK - SEE TABLE 5 1/2" WEB STIFFENER - SEE TABLE HANGER - SEE TABLE WEB STIFFENER 58" x 512" Wide 34" Net x 512" Wide 1" Net x 512" Wide 2 2 2 2 2 2 1 1 1 1 1 - MAXIMUM TJI REACTION FROM CURRENT LEVEL LOADS ONLY.2 - MAXIMUM LOAD / REACTION ON HANGER FROM CURRENT LEVEL & ALL LEVELS ABOVE. MAX HANGER REACTION FOR FLOOR & ROOF COMBINATION (115% SNOW LOAD DURATION)NAILING: SEE HANGER MANUFACTURE LITERATURE FOR TOP MOUNT MAX HANGER NAILING REQUIREMENTS. 4th Stall Garage Option Add List PlotID Length Product Plies Net Qty TS2-2 20' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 2 2 TS5-2 10' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 4th Stall Garage Option Remove List PlotID Length Product Plies Net Qty M1-3 20' 0"1 3/4" x 18" 2.0E Microllam LVL 3 3 BBO3 BBO5TS5-2 TS2-2 BBO3TS5-2 BBO4 Attach Rim to Bottom Chord of Girder with (3) rows of 16d nails @ 6" o/c Garage mono trusses to support bumpout area. 4th Stall Garage Option Joists and hangers same as 3rd stall. See 3rd stall option.Weyerhaeuserprepared theseplans 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:LennarStructural Drawings Prepared By:N/A7/15/14N/ALennar MN5006Elevation B - 3rd Stall GarageMNRev.ByDateJLH10-14-19CommentsAdjusted joist for chase on E/I plan.Drawn By:Chuck EOriginal Date:7/15/14SecondFloor Framing Plan Scale: 1/4" = 1'-0" R14-174494 5006 B Sheet 3 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to: www.damagereport.w Specification Teamservice.request@weyerhaeuser.com(888)453-8358 . . . . . . . .www.woodbywy.comRoof HeaderPlan Scale: 3/16" = 1'-0" Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING: JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY BRACING INCLUDES: Blocking, Hangers, Rim Board, Sheathing, Rim Joist, Strut Lines Lack 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: WARNING Joists are unstable until braced laterally Bracing Includes: BlockingHangers Sheathing Rim Board Strut LinesRim 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, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. ©2013 Weyerhaeuser NR Company. All rights reserved. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THEWEYERHAEUSER FRAMER'S POCKET GUIDE. Only header openings and roof loads which affect Weyerhaeuser 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's Guide for appropriate detail(s). Thislayout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with thislayout isNOT PERMITTED. Please identify the TJI® , TimberStrand® LSL , Microllam® LVL , and Parallam® PSL stamps on the product to ensure that thislayout is valid for the products actually installed. PDF created with pdfFactory Pro trial version www.pdffactory.com © © DateRevisionProject Number:Date:S31Sheets: of2Print Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comLennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446 Lewis/EK05 Model"B" ElevationMinnesota ConstructionPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionApril 2, 20200.1364-2-20©COPYRIGHT HANSON GROUP, LLC 2020THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESSCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.9.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE AND ISEXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(3.5-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(3.5-FT)(3.5-FT)(3.5-FT)(2-FT)(8-FT)(8-FT) (4-FT)(4-FT)(5-FT)(5-FT) (6-FT)(3.5-FT)(3.5-FT)(4-FT)(4-FT)(4-FT)(5-FT)(5-FT)(5-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(6-FT)(4-FT)(5-FT)(5-FT)BRACED WALL LINE BRACED WALL LINE (5-FT)(5-FT)(5-FT)BRACED WALL LINE (6-FT)(6-FT)(4-FT)(5-FT)(5-FT)BRACED WALL LINE BRACED WALL LINE (5-FT)(5-FT)(5-FT)BRACED WALL LINE (8-FT)(8-FT) (8-FT)UPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)3S3REFERENCE PLANw/ 3-CAR & 4-CAR GARAGESMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)2S3REFERENCE PLANw/ 3-CAR GARAGEw/ 4-CAR GARAGECONSTRUCT PORTAL FRAME AS SHOWN IN 1/S4(SHIFT OUTWARD 4'-0" w/ GARAGE BUMP-OUT OPTION,REMAINING WALL BRACING TO REMAIN UNCHANGED)CONSTRUCT PORTAL FRAME AS SHOWN IN 2/S4(SHIFT OUTWARD 4'-0" w/ GARAGE BUMP-OUT OPTION,REMAINING WALL BRACING TO REMAIN UNCHANGED)CONSTRUCT PORTAL FRAME AS SHOWN IN 2/S4(SHIFT OUTWARD 4'-0" w/ GARAGE BUMP-OUT OPTION,REMAINING WALL BRACING TO REMAIN UNCHANGED)(5-FT)(5-FT)(5-FT)BRACEDWALL LINE(5-FT)(5-FT)(5-FT)BRACEDWALL LINEPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S3REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONS ©DateRevisionApril 2, 2020Project Number:Date:0.136S42Sheets: of2Print Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comBRACED WALL PANELFASTEN BOTTOM PLATE TOJOIST/BLOCKING w/ (3) 16dNAILS EVERY 16" O.C.CANTILEVERED FLOORJOIST BY SUPPLIERFRAMEWALL / BRACEDWALL PANEL BELOWBLOCKING BETWEEN JOISTS AS FOLLOWS:·FLAT 2x4 TOP & BOTTOM OR JOISTMATERIAL OR SAWN BLOCKING·34" PLYWOOD SHEET NAILED TO 2x4's w/(8) 8d NAILS TOP & BOTTOM·CIRCULAR HOLE UP TO 6"Ø MAY BE CUTINTO CENTER OF PLYWOODNAIL FLOOR SHEATHING TOBLOCKING w/ 8d NAILS @ 6" O.C.FASTEN BOTTOM 2x4 w/ (3) 16dNAILS EVERY 16" O.C. SECTION 4S4AT BRACED WALL PANELS ABOVECANTILEVERED FLOOR FRAMINGLennar Corporation16305 36th Ave N. Suite 600Plymouth, MN 55446 Lewis/EK05 ModelAll ElevationsMinnesota Construction4-2-20DescriptionCOPYRIGHT HANSON GROUP, LLC 2020S4FRAMING DETAILGARAGE FRONT PORTAL FRAME2NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S4 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-1012"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-1012"±NOTESECTION ONLY APPLIES WHEN BRACED WALLPANELS ARE LOCATED ABOVE FLOORCANTILEVER. SEE PLAN FOR APPLICABILITY.ALTERNATEHOLDOWN AALTERNATEHOLDOWN BPOST-INSTALLED HOLDOWN OPTIONS3S4FRAMING DETAILUSP HTT45 HOLDOWNANCHOR AT LOCATIONSSHOWN NAILED TO DOUBLESTUDS & 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-INANCHOR INTO CONCRETEUSP MSTCM40 STRAP ATLOCATIONS SHOWN NAILEDTO DOUBLE STUDS & 14" x214" CONCRETE SCREWS(TAPCON, TITEN, OR EQUIV.)INTO FOUNDATIONCONCRETEFOUNDATIONBELOWALTERNATE B HOLDOWNS ARE TO HAVECORROSION PROTECTION BY OTHERSIF USED IN AN EXTERIOR APPLICATIONEXPOSED TO THE ELEMENTS.S4FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S4 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-112"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)2'-112"±(2) 2x6 BEARING STUDS MIN.(3) 2x6 MIN. AT ELEVATION Bw/ 3 CAR GARAGE(VERIFY w/ SUPPLIER) 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-Jan-08 15:52:10 Right-Suite® Universal 2019 19.0.21 RSU14478 Page 1 ...\CONTRACTS\AF WRIGHTSOFT\LENNAR- 5006-Lewis.rup Calc = MJ8 Front Door faces: W Job:Load Short Form January 8 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 - 18780 Hamel CourtFor: Design Information InfiltrationClgHtg SimplifiedMethod88-15Outside db (°F) Semi-tightConstruction quality7572Inside db (°F) 1 (Average)Fireplaces1387Design TD (°F) M-Daily range 5035Inside humidity (%) 3558Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade ML193 Trade 13ACX Model Cond SEER 13.0 AHRI ref Coil AHRI ref Efficiency 93 AFUE Efficiency 11.6 EER, 13 SEER Heating input Btuh0 Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm1016 Actual air flow cfm1016 Air flow factor cfm/Btuh0.020 Air flow factor cfm/Btuh0.047 Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Room1 1223 14876 4735 292 222 Room2 1223 19222 10463 378 490 Room4 1223 14174 5594 278 262 Room5 237 3433 884 67 41 Entire House 3904 51705 21676 1016 1016 Other equip loads 12372 1116 Equip. @ 0.93 RSM 21174 Latent cooling 4431 TOTALS 3904 64077 25605 1016 1016 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 02/03/21 X KP