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LA193576 -18805 Hammond Dr 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 18805 Hammond Drive Avonlea-5th AdditionFACE APPLIED STONE VENEER LP HORIZONTAL LAP SIDING FACE APPLIED STONE VENEER Hardboard Siding on Front Elevation. HORIZONTAL LAP SIDING Vinyl Siding on Side and Rear Elevation. LP SHAKE SIDING Secure door closed until deck is constructed with a separate permit. Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 08/06/2021dmathews (2)2x10(2)2x10(2)2x10(2)11-7/8 LSL(2)2x1064" CS-WSPUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. ·····················-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).TemperBWPsAboveOptional 3rd Stall Material - ADDPlotID Length Product Plies Net Qty- 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 23RD STALL OPTIONPFHTSHd1-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3144" GB96" WSPPFHStrap Sheet:1of3A complete Javelin® framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformaƟonLack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.*Conventional construction code minimum for usewith A3 only. See the Weyerhaeuser TJI®Specifier's Guide, #TJ-4000, for A3.1-A3.3installation specifications and applications.Plate nail - 16d (0.135" x 312")at 16" on-center*Floor panel nail - 8d (0.131"x 212") at 6" on-center*Toe nail - 10d (0.131" x 3")at 6" on-center*114" TimberStrand®LSL or118" TJ® rim board.*When sheathing thickness exceeds 78",trim sheathing tongue at rim boardA3A3.2A3.1 A3.3Load bearing or braced/shear wallabove (must stack over wall below)Blocking panel: 118" TJ® Rim Board, 114"or 112" TimberStrand®LSL or TJI® joist.Web stiffeners requiredon both sides at B1Wand B2W ONLYB1WB1B2B2W116"2x4 minimumsquash blocksBlocking panels may be required with braced/shearwalls above or below — see detail B1Use 2x4 minimum squash blocks totransfer load around TJI® joistCSLoad from above2x4 minimumsquash blocks116"BlockingpanelEnd of joistsat centerlineof supportB4Load bearing or shear wallabove (must stack overwall below when present)2'TJI® JOIST2"2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto plate with 8d (0.113" x 2 38") nails at 6"on-center.2416 span rated sheathing (716" Min.).Attach with 8d (0.113" x 2 38") nails at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.E1 ALTTimberstrand ® LSL rim boardto match TJI® depthWARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long.Do not cut flanges.E1E1WWeb stiffenersrequired on bothsides at E1W ONLY118" TJ® Rim Board or114" or 112" TimberStrand® LSL.Nail with 10d (0.131" x 3")nails, one each at top andbottom flange.Variable slope joisthanger. Beveled webstiffener required eachside.LSTA24 (Simpson Strong-Tie or USP StructuralConnectors) strap with twelve 10d (0.148 x 112")nails required at H5S with slopes greater than 3:12H5H5SStrap nails:Leave 238" minimumend distanceAdditional blockingmay be requiredfor shear transfer.H5S is allowed only with joist depths < 16''_LOLDouble joistmay be requiredwhen L exceedsjoist spacing2x_ overhang. Notcharound TJI® joist topflange.Blockingas requiredEnd wallR5Beveled web stiffeners required onboth sides. Cut to match roof slope.2x4 block for soffit supportBIRDSMOUTH CUT allowed at low end of joist only 2'-0"maximumTJI® joist flangemust bear fully onplate.Birdsmouth cutmust notoverhang insideface of plate.R92x4 one side. Use 2x6 ifjoist spacing is greater than24" on-center.10d (0.128" x 3")nails at 8"on-centerBeveled 2x4 blockBeveled web stiffenerson both sidesBIRDSMOUTH CUT allowed at low end of joist only4'-0"minimum2'-0"maximumR14Strap nails:Leave 238" minimumend distanceDouble beveled bearing platewhen slope exceeds 14:12LSTA18 (Simpson Strong-Tie® or USPStructural Connectors®) strap withtwelve 10d (0.148" x 112") nailsAdditional blockingmay be required forshear transferWeb Stiffener required onboth sides at R14W ONLYWR7R7Web stiffenersrequired on bothsides at R7W ONLYBeveled bearingplate required whenslope exceeds 14:12INTERMEDIATE BEARINGBlocking panels or shear blocking may bespecified for joist stability at intermediate supportsR7STwist strap and backer block required atR7S with slopes greater than 3:12. SeeNailing Requirements at Bearing inWeyerhaeuser Installation Guide for Floorand Roof Framing, TJ-9001.R7S is allowed only with joist depths < 16''_NAILING FOR TOP & BOTTOM PLATE TO SHEATHING & CEILING/ROOF MEMBERSSHEATHING NAILING(16d PNUEMATIC NAILS)NAILS/FT16" o.c.24" o.c.NON-HURRICANE PRONE REGIONS 3 4 6HURRICANE PRONE REGIONS 4 6 8120 MPH WIND AREA 5 7 10CEILING/ROOF MEMBER SPACINGP5L13 P6Header to columnHeaderColumnColumn to Top PlateFraminganglesas requiredTrimmerStud (s)Plate widthmust equal wallthickness toprovide lateralbracing. (Platenot required ifheader widthequals the wallthickness.)Trimmerstud (s)Doubletop plateFraminganglesas requiredSolid blocking isrequired if columnand trimmer studsdo not extend tosill plateBlockingpanel asrequiredTrimmerstud (s)Framinganglesas requiredRimboardSill PlateSoleplateColumnColumn to Bottom PlateA notch and hole shall not occurin the same cross sectionMaximum diameter:*138" for 312" thick walls*2316" for 512"-1114" thick wallsMaximum notch:One hole may be cut anywwhere along the length ofthe stud or column but must be at least 58" from the edge.One notch may be cut anywhere except themiddle 13 of the length of the stud or column.*78" for 312" thick walls*138" for 512"-1114" thick walls58" Minimumedge distanceL/3L/3L/3Allowable Holes and Notches*Note: Field skewableframing angles requiredfor sloped top plateconnectionsWB2Connection of double top plate to outlooker must bedesigned to tranfer lateral load to roof.Connect outlooker to double topplate with angle clip (565 lbs min.for Load 1) at 24" o.c.2x_ outlookerContinuous tall-wall framing(from sill plate to top plate)4" o/c nailingrequired fromsheathingto outlookerBlocking betweenoutlookers asrequiredConnect outlooker to trusswith (2) 16d nails for 2x4,(3) 16d nails for 2x6 or 2x82' maxWB3Loads must be trackedto foundation by designerof recordTrusses by othersat 24" on centerConnect truss todouble top platewith one angleclip (545 lbs min.for Load 2) at24" o.c.Gable end wall2x_ solid sawn angle braces toconnect double top plate to roof @ 2'-0"o.c. along length of wall fit snug betweenthe two bays. Connect with (3) 16d nails.2x_ solid sawn connected to topof bottom chord with (3) 16d nails at2'-0" o.c. along length of wall, back 8'-0"Wall bracing is necessary if double top plate is not attacheddirectly to the roof/floor diaphragm.25° to45°Member OrientationPlate width must equal wall thicknessto provide lateral bracing (plate notrequired if header equals wall thickness)MULTIPLE MEMBER CONNECTIONS FOR POINTLOADED COLUMNS2 PLY 3 PLY 4 PLYUSE 16d (0.131" x 314") PNEUMATIC NAILS4 PLY ALTERNATE: 2 ROWS, 12" DIAMETER BOLTS AT 8" ON-CENTERMULTIPLE MEMBER CONNECTION FOR NON POINT LOADEDCOLUMNS2 PLY, USE (2) ROWS 16d PNEUMATIC NAILS AT10" O.C.3 PLY'S AND GREATER, USE (2) ROWS 16d PNEUMATIC NAILS (EACH PLY) AT 8" O.C.- STAGGER 2" PER PLYDO NOT cut, notch or drillholes in headers or beamsexcept as indicated inillustrations and tables.DO NOTcut or notch flange.DO NOTcut holes in cantileverreinforcement.112" hole may be cutanywhere in web out-side of hatched zoneMin. distance from Table ANo field cutholes inhatchedzonesMinimum distance from edge of hole to inside face of nearest end supportminimum(applies to all holesexcept knockouts)Table A - End Support6"6"1L12 x D1DDL2 x Lminimum226"6"2ALLOWABLE HOLES - TJI® Joists1.3E TimberStrand®LSL allowed hole zoneddMicrollam®LVL andParallam® PSLallowed hole zonemiddle 13 span1.3E TimberStrand®LSL hole zoneMicrollam®LVLand Parallam® PSLhole zone2 x diameter of thelargest hole (minimum)d13 depth1"2"134"Maximum RoundHole SizeHeader or Beam Depth438"714"- 20"512"See illustration for Allowed Hole ZoneOther Trus Joist® Headers and Beams1.55E TimberStrand®LSL Headers and BeamsALLOWABLE HOLES - Headers and Beams13 depth2 x diameter of thelargest hole (minimum)8"See illustration for allowed hole zone1114"-11 78"14"-16"914"-912"358"458"3"No holes in headers or beams in plank orientation.Round holes onlyGeneral NotesGeneral NotesNo holes in headers or beams in plank orientation.Allowed hole zone suitable for headers and beams with uniform loads only.Round holes onlyNo holes in cantilevers.Allowed hole zone suitable for headers and beams withuniform and/or concentrated loads.Maximum RoundHole SizeHeader or Beam Depth8"Allowed hole zoneMin. distance from Table BDo not cut holes largerthan 112" in cantilever6"Closely grouped roundholes are permitted ifthe group perimetermeets requirements forround or square holes.10'-0" 11'-6"3'-0"1'-0"1'-0" 1'-6" 9'-0"9'-0"6'-6"4'-6"1'-0" 1'-0"1'-0"3601'-0"12'-0"17"13"15'-6"15'-6"SQUARE OR RECTANGULAR HOLE SIZEMinimum distance from edge of hole to inside face of nearest intermediate or cantilever support16'-6"16'-0"21'-0"20'-6"18'-0"17"17'-0"For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be locatedat the center of the joist span provided that no other holes occur in the joist.Distances are based on the maximum uniform loads from current Trus Joist specifier's guides. For other load conditions or holeconfigurations use Forte® software or contact your Weyerhaeuser representative.15"8"10"6"4" 12"17"15"12"10"8"6"4"16'-0"15'-6"Holes may be located vertically anywhere within the web. Leave 18" of web (minimum) at top and bottom of hole.Knockouts are located in web at approximately 12" on-center; they do not affect hole placement.1'-0"1'-0"1'-0"1'-0"Rectangular holes based on measurement of longest side.18"20"1'-0"5605603603601'-0"1'-0"1'-0"1'-0" 1'-6"1'-0"2'-0"3'-0"3'-0"6'-0"6'-0"12'-0"5'-6"16'-6"11'-0"15'-0"10'-0"6'-0"9'-0"6'-0"3'-0"1'-6"4'-0"1'-0"1'-0"1'-0"1'-0"16'-6"18'-0"16'-6"14'-0"8'-6"7'-0"9'-0"11'-6" 16'-6"12'-6"14'-6"19'-6"17'-6'19'-0"20'-0"19'-6"10'-0"17"11'-0"13"10'-6"ROUND HOLE SIZETable B - Intermediate or Cantilever Support11'-0"10'-0"15'-0"13'-6"4'-0" 8'-6"2'-6"2303'-0"1'-0"1'-0"1'-0"1'-0"3'-0"3'-0"1'-0"1'-0"4'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"16"14"2305603601'-0"1'-0"1'-0"2305602103601'-0"1'-0"1'-0"1'-0"1178"1'-0"2303601102105602'-0"1'-0"1'-6"3602101103'-0"1'-0"1'-0"9'-6"5'-6"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'-6"11'-0"10'-0"4'-0"7'-0"6'-6"6'-6"10'-6"13'-6"12'-6"6'-0"9'-6"3'-6"8'-6"6'-0"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"10'-0"11'-0"4'-6"12'-0"8'-6"9'-0"8'-6"6"3"1'-0"1'-0"1'-0"1'-0"1'-0"2'-6"2'-6"912"TJI®2101102"2'-0"2'-0"18"20"1'-0"3605605603601'-0"1'-0"1'-0"5601'-0"4"4"3'-6"3'-6"612"8'-0"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"5'-0"12"7'-6"15"7'-6"3'-6"2'-0" 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"13'-0"6'-0"2'-0" 10'-0"10'-6"13'-6"12'-0"11'-0"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'-6"4'-6"10'-0"9'-0"13'-6"16'-0"14'-6"13'-6"12'-6"15'-0"14'-0"10'-0"12'-0"11'-0"10'-6"10'-0"8'-6"3'-6"5'-0"1'-0"6'-0"9'-6"5'-0"10'-6"5'-6"3'-0"2'-6"8'-0"8'-0"7'-0"12'-0"9'-0"9'-6"2'-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'-6"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"3'-0"8"4'-6"10"13'-6"14'-6"14'-6"14'-0"12'-6'11'-0"15"12"13"11'-0"11'-0"SQUARE OR RECTANGULAR HOLE SIZE13"6'-0"7'-0"ROUND HOLE SIZE1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"2'-0"2'-0"1'-6"1'-6"1'-0"1'-6"1'-0"2'-0"2'-6"1'-6"56016"14"1'-0"3602102305601'-0"1'-0"1'-0"2102301101'-0"1'-0"1'-0"1178"912"1102303602101'-0"1'-0"1'-6"1'-0"1102303602101'-0"1'-6"1'-6"1'-0"8'-0"3'-0" 4'-0"1'-6"1'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-6"8'-0"5'-6"2'-6"3'-0"6'-6"3'-6"4'-0"9'-0"3'-6"4'-0"3'-0"6'-0"7'-0"5'-6"1'-6"2'-0"3'-0"2'-0"2'-0"3'-6"2'-6"2'-0"2'-0"2'-6"3'-0"2'-6"4'-0"3'-6"3'-0"3'-0"5'-6"6'-6"7'-0"6'-0"3"JOISTDEPTHTJI®2" 4" 878"11"1'-6"2'-0"1'-6"2'-6"2'-0"2'-0"3'-6"2'-6"1'-0"1'-6"1'-0"1'-0"1'-6"1'-0"1'-0"3'-0"2'-6"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"1'-6"1'-0"5'-6"4'-6" 8'-0"4'-0"2'-6"1'-0"1'-0"4'-0"2'-0"2'-0"5'-0"2'-0"1'-6"2'-0"3'-0"2'-6"2'-0"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"2'-0"3'-6"2'-6"2'-6"2'-6"4'-6"3'-6"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"612"5'-6"5'-0"5'-6"6'-0"3'-0"3'-0"4'-6"2'-6"2'-0"2'-6"1'-6"4'-6"1'-0"1'-6"3'-6"5'-6"2'-6"2'-6"612"4'-6"5'-0"5'-0"5'-6"5'-0"5'-6"6'-6"4'-6"3'-6"4'-0"4'-0"7'-0"3'-6"3'-0"6'-0"7'-0"6'-6"5'-0"3'-6"3'-6"5'-0"3'-0"2'-6"2'-6"2'-0"5'-0"1'-6"1'-6"4'-0"6'-0"3'-0"2'-6"5'-6"5'-6"6'-6"5'-0"4'-0"4'-6"5'-0"7'-6"4'-0"3'-6"6'-6"7'-6"7'-0"5'-6"5"5"7"7"1'-6"2'-6"3'-0"5"4'-6"5'-0"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'-6"7"4'-6"3'-0"2'-0"3'-6"4'-0"4'-0"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"1'-6"7'-0"5'-6"5'-0"7'-0"2'-6"8'-0"7'-6"4'-6"4'-0"6'-6"8'-0"11'-0"6'-0"9'-6"9'-0"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"JOISTDEPTHEXTERIOR DECK ATTACHMENTStructural exterior sheathingSee fastenertable below. Maintain2" distance (minimum) fromedge of ledger to fastener.LAFlashingTreated 2x_ledger118" TJ® Rim Boardor 114" or 112"TimberStrand®LSL.(1) Corrosion-resistant fasteners required for wet-service applications.(2) Allowable load determined in accordance with ASTM D7672.(3) 118" TJ® Rim Board is allowed with joist depths < 16" only.(4) Maximum 12" shimmed air space.Fastener Allowable Load (lbs/bolt)48012" lag bolt118" TJ® Rim BoardRim Board Material1 14" TimberStrand® LSL1 12" TimberStrand® LSL61067569512" Through bolt72572512" Through boltwith Air Space615(2)(3)(4)_Load bearing wall above(must stack over wall below)Web stiffeners required onboth sides at B5W ONLYB5B5WPer IRC R502.7,blocking required ateach intermediatesupport in seismicdesign categoriesD0, D1, and D2.Blocking panels may be required with shearwalls above or below — see detail B1TJI® 560 floor joistTop ViewNAILING AT BEARING (FLOOR)134" minimum end bearingsingle-family applicationsTJI® Joist to Bearing Plate118" TJ® Rim Board,114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist:One 10d (0.131" x 3") nail intoeach flangeTJI® 210, 230, and 360 rim joist:One 16d (0.135" x 312") nail intoeach flange.With depths > 16", use TJI® 360 rim joist.Shear transfer: Connections equivalentto floor panel nailing scheduleTJI® 560 rim joist: Toenail with 10d (0.128" x 3")nails, one each side ofTJI® joist flangeRim to TJI® JoistSquash Blocks to TJI® Joist(Load bearing wall above)One 10d (0.128" x 3")nail into each flange118" TJ® Rim Board or114" or 1 12" TimberStrand® LSL.Also see detail B2Locate rim board joint between joists.134" minimum bearingOne 8d (0.113" x 212")nail each side. Drivenails at an angle atleast 112" from end.312" minimumintermediate bearing514" may be requiredfor maximumcapacityThese placement plans have been developed for the specificaƟon of productsbased on project informaƟon provided. This service is solely intended forproduct applicaƟon assurance; and, is not intended to circumvent the need fora design professional as determined by the building code. The designer ofrecord and/or builder/framer is responsible to assure these drawings arecompaƟble with the overall project.CANTILEVERS/TRUSSESDesign assumes all trusses at floor canƟlevers are connectedto the wall and NOT to the Trus Joist rimboard. If trusses needto connect to the Trus Joist rimboard, contact Weyerhaeuserfor a connecƟon detail prior to installaƟon.JOIST & BEAM HANGER FACE NAILING REQUIREMENTS* FOR3 & 4 PLY SUPPORTING MEMBERSFor IUS or THF Hangers - Use 10D (0.148") x 3" nails.For MIU, HU, HHUS, HGUS or HD, THD, THDH Hangers - Use16d (0.162") x 3 1/2" nails.*For hangers that have joist fasteners/connecƟons, fill allholes with the manufacturer's recommended fasteners. ProductsPlotID Length Product Plies Net QtyFBk1 38' 4 9/16" 11 7/8" TJI 210 joist 1 1TS2 31' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9TS3 27' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9TS4 17' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6TS6 11' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS7-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 10AccessoriesPlotID Length Product Plies Net Qty23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 35 19.2" o.cOpt. Egress @ Full Basement - ADDPlotID Length Product Plies Net QtyTS8-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2Opt. Egress @ Full Basement - ADDPlotID Qty Manuf Product Backer Blks Web StiffH1 3 Simpson LUS210 No NoAdditional TimberStrand for Ledger @ FULL BasementPlotID Length Product Plies Net Qty- 38' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1CSCSCSCSB1A3A3A3A3A3B2TS8-2TS7-23"3"TS3TS6CSSTCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1STCa1SB8FBk1FBk1FBk1FBk1FBk11' 7 3/16"9 3/16"1' 4 3/16"11 11/16"1' 7 3/16"1' 11 3/4"1' 10 15/16"11 11/16"1' 7 3/16"1' 11 3/4"FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1FBk1TS219.2" O.C.TS319.2" O.C.TS419.2" O.C.H1EGRESS @ FULL BASEMENT OPTIONAn additional 8 PSF DL has been added to account fortile load in the mud room and bathroom on this floorAn additional 40 PSF DL has been added to accountfor fireplace load.An additional 20 PSF DL has been added to account forload from kitchen island counter tops.Blocking per site requirement.Refer to Hanson's detail 2/S2.SEE DETAIL FOR DECK LEDGER ATTACHMENT@ FULL FOUNDATION WITH 2 INCH FOAM.Optional Morning Room - ADDPlotID Length Product Plies Net QtyFBk1 2' 4 1/8" 11 7/8" TJI 210 joist 1 1TS1 37' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4TS3 27' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1TS6 11' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 2Optional Morning Room - REMOVEPlotID Length Product Plies Net QtyTS4 17' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5CSCSA3A3B4TS3BBO20TS6STCa1STCa1STCa1STCa1FBk1FBk1TS41' 7 3/16"1' 7 3/16"1' 7 3/16"1' 10 15/16"FBk1FBk1 FBk1TS319.2" O.C.TS319.2" O.C.TS119.2" O.C.MORNING ROOM OPTIONSheet:2OF3A complete Javelin® framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationWEEKES FOREST PRODUCTS, INC. * 2600 COMO AVENUE651-644-9807 * ST. PAUL, MN 55108LIVE LOAD:TOTAL LOAD:40DEFLECTION:L/480 LIVEL/240 TOTALDRAWN BY:JLT52WIND/EXP.:N/ADATE:02.26.21Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.User Defined Point LoadUser Defined Line LoadUser Defined Area LoadBeam By OthersPost By OthersConstruction Detail Callout(See Framer's Pocket Guide)Excessive Point Load(WARNING: Member design did notinclude this load. Special considerationis required by the designer of record.)Required Bearing Length(Only placed at insufficient bearinglocations.)BBOPBOPL: 12KSymbol LegendLayout Start LocationSCALE: 1/4" = 1'-0"Only header openings and roof loads which affect Weyerhaeuserproduct sizes have been denoted on this layout. In addiƟon to any 'CS'detail callouts shown, solid blocking and/or squash blocks are requiredto provide verƟcal load transfer from all concentrated load locaƟons tofoundaƟon below. See Pocket Framer's Guide for appropriate detail(s).Joists may be shiŌed up to 3" if floor panel edgeis supported and span raƟng is not exceeded.DO NOT CUT FLANGES.This layout is intended for the use of Trus Joist® engineered woodproducts only. The subsƟtuƟon of other engineered wood products withthis layout isNOT PERMITTED. Please idenƟfy the TJI®, TimberStrand®LSL, Microllam® LVL, and Parallam® PSL stamps on the product to ensurethat this layout is valid for the products actually installed.Blocking at Kitchen IslandINSTALL (4) 2X6 SQUASH BLOCKS UNDERALL POINT LOADS AT FRONT OF HOUSE.FOR POINT LOADS OVER 10,000#CONTACT LENNAR FOR DETAILS Framing Connector SummaryPlotID Qty Manuf Product Backer Blks Web StiffH1 26 Simpson IUS2.06/11.88 No NoH2 1 Simpson HUS1.81/10 No NoH3 1 Simpson HU11 No No 19.2" o.cAccessoriesPlotID Length Product Plies Net Qty23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 36LEVEL NOTESCurrent Date:2/26/2021File Name:BRISTOL.jvlLevel Name:2nd FloorBuilding Code - Design Methodology:IBC 2012Members with Design Overridden:TJ-Pro Rating (Weighted Average):47Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 42, joist = F17'(i14468)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 63, joist = F15'(i14471)FLOORFloor Container:FC2, FC9Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 12.0 lb/ft² Dead LoadOperator Added Additional LoadsMaximum Allowed Deflection:L/480 Live Load & L/240 Total LoadTJ-Pro Rating Information:Weighted Average:FC2: 47; FC9: 46Directly Applied Ceiling:VariesDecking Attachment:Glue and NailDecking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SFPerpendicular Partition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:NoProductsPlotID Length Product Plies Net QtyF33' 33' 0" 11 7/8" TJI 210 joist 1 6F31' 31' 0" 11 7/8" TJI 210 joist 1 1F27' 27' 0" 11 7/8" TJI 210 joist 1 1F17' 17' 0" 11 7/8" TJI 210 joist 1 17F15' 15' 0" 11 7/8" TJI 210 joist 1 3F10' 10' 0" 11 7/8" TJI 210 joist 1 8FBk1 1' 3 1/16" 11 7/8" TJI 210 joist 1 1TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS2-2 13' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS3 11' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS5-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS4 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS6 5' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 9Wall FramingPlotID Length Product Plies Net QtyTSHd1-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3Optional 3rd Stall Material - ADDPlotID Length Product Plies Net Qty- 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2A3CSE1B1A3A3A3BBO1BBO2TS2-2TS5-23"3"3"TSHd1-3TS1-2F15'F15'F15'F27'F17'STCa1STCa1STCa1STCa1STCa1STCa1BBOBk1Alt.F31'STCa1FBk1TS4TS31' 3 15/16"1' 2 7/16"1' 2 3/16"1' 7 3/16"STCa1BBOBk11' 10 7/16"1' 9 1/16"1' 5 3/8"1' 7 3/16"1' 3 15/16"1' 9 7/16"1' 10 3/16"1' 4 3/16"H2STCa1TS6No Soln.H3H1F33'19.2" O.C.F17'19.2" O.C.F17'19.2" O.C.F10'19.2" O.C.CSH1H1H1H1An additional 8 PSF DL has been addedto account for tile load in the bathroomson this floor.An additional 25 PSF LL has been addedto account for optional garden tub.3RD STALL OPTIONOptional Morning Room - ADDPlotID Qty Manuf ProductBacker Blks Web StiffH4 10 Simpson IUS2.06/11.88 No YesOptional Morning Room - ADDPlotID Length Product Plies Net QtyF16' 16' 0" 11 7/8" TJI 210 joist 1 7M1-3 17' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 39 1/8" 3/4" x 2 5/16" Web Stiffeners 1 14Optional Morning Room - RemovePlotID Length Product Plies Net QtyF17' 17' 0" 11 7/8" TJI 210 joist 1 7STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 1A3A3F27'STCa1M1-31' 3 15/16"1' 2 7/16"1' 2 3/16"F17'19.2" O.C.F17'.2" O.C.F16'19.2" O.C.F16'19.2" O.C.F17'19.2" O.C.H4MORNING ROOM OPTIONTop of Beam Flush to Top of Floor SystemSheet:3OF3A complete Javelin® framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationWEEKES FOREST PRODUCTS, INC. * 2600 COMO AVENUE651-644-9807 * ST. PAUL, MN 55108LIVE LOAD:TOTAL LOAD:40DEFLECTION:L/480 LIVEL/240 TOTALDRAWN BY:JLT52WIND/EXP.:N/ADATE:02.26.21Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.User Defined Point LoadUser Defined Line LoadUser Defined Area LoadBeam By OthersPost By OthersConstruction Detail Callout(See Framer's Pocket Guide)Excessive Point Load(WARNING: Member design did notinclude this load. Special considerationis required by the designer of record.)Required Bearing Length(Only placed at insufficient bearinglocations.)BBOPBOPL: 12KSymbol LegendLayout Start LocationSCALE: 1/4" = 1'-0"Only header openings and roof loads which affect Weyerhaeuserproduct sizes have been denoted on this layout. In addiƟon to any 'CS'detail callouts shown, solid blocking and/or squash blocks are requiredto provide verƟcal load transfer from all concentrated load locaƟons tofoundaƟon below. See Pocket Framer's Guide for appropriate detail(s).Joists may be shiŌed up to 3" if floor panel edgeis supported and span raƟng is not exceeded.DO NOT CUT FLANGES.This layout is intended for the use of Trus Joist® engineered woodproducts only. The subsƟtuƟon of other engineered wood products withthis layout isNOT PERMITTED. Please idenƟfy the TJI®, TimberStrand®LSL, Microllam® LVL, and Parallam® PSL stamps on the product to ensurethat this layout is valid for the products actually installed. FOUNDATION DETAILAT FOOTING STEP LOCATIONS1S1DescriptionDateRevisionProject Number:Date:S11Sheets: of2Print Name:Signed: License Number:Nick Hanson46665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.January 1, 20211.0011-1-212021 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2S1WALL SECTIONLOOKOUT WALL CONDITION3S1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4S1WALL SECTIONFULL HEIGHT WALL CONDITION5S1REBAR TABLE6S1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2021©3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comDRAWING USE GUIDELINES AND LIMITATIONSTHE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THISPACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE.THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THEPROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT INACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEWAND INSPECTIONS.LIMITATIONS1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOPOF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT).2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT.3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITESPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED.4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST ORSTRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED.5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS.6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURALENGINEERING DOCUMENTS.COLD WEATHER GUIDELINES:1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILLADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONALCEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED ATTEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHENPOSSIBLE.3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS ISRECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR INCONTACT WITH FROZEN MATERIALS.4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE.5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLSWHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALLWHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.**THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHERREQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.MATERIALSCONCRETE WALLS: F'c = 3000 PSI @ 28 DAYSMIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIERCONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE.AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX.REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60TREATED SILL PLATE: SYP GRADE #2 OR BETTERALLOWABLE SOILBEARING PRESSURE 1,500 PSF MINIMUMGENERAL NOTES1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVESTRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLYSUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESSADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERALCONTRACTOR.2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.3. 112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS.4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIPFOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE.5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS.6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEETUNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED.7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, ANDINSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTEDOTHERWISE.8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALLTHICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS.9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BARDIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET.10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVERIS ACHIEVED ON ALL SIDES.11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS.12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN.VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS.13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINORFORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS.14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONSARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALLCORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS INLENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELSMAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHTFOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOADTRANSFER OVER A SILL PLATE OVERHANG CONDITION.15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1.16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS.17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS.18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL ANDDIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICALREINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED,BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDINGIS ACHIEVED.19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING.MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS.EQUIVALENT REBAR TABLEFOR BUNDLED HORIZONTAL BARS(2)#4 = (1)#6(3)#4 = (2)#5(3)#5 = (2)#6GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40)(2) #4 HORIZONTAL BARSBOTH TOP & BOTTOMEXTENDED AT LEAST 24"BEYOND EACH END OF STEPSTABLE BANKHIGH FOOTING MAY BEEXTENDED PROVIDEDBARS ARE PLACED ASSHOWNHORIZ. BARSTOP & BOTTOM6" MIN THICK CONCRETEFOUNDATION, SEE OTHERDETAILS FOR MORE INFOOPTIONAL CONTROL JOINTAT EACH END OF STEP72" MAX SPANEQ.EQ.24" MINDETAIL B3" MIN TYPCONCRETE STRIPFOOTING11BDETAIL A36" MINSTEP2 x STEPSTEP NOTE:DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEPLOCATIONS SHOWNREAR FROST WALLLOOKOUTWALLFULL HEIGHTWALLGARAGE FROSTWALLELEVATIONSHOWN FORREPRESENTATIONPURPOSES ONLY-MAY NOT APPLYELEVATIONSTEP SPACING REQUIREMENTSATYP.6"MIN.WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAYFROM FOUNDATIONOPTIONAL STEM WALLMINIMUM THICKNESS TOMATCH SILL PLATESILL PLATE TO MATCHFRAME WALL ABOVE16" MAX FOR 4" THICK STEM24" MAX. FOR 6" THICK STEMSLAB-ON-GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL6" MIN. C.I.P. CONCRETEFOUNDATION WALLUNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDE6'-0" MAX WOOD FRAMINGABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAY FROMFOUNDATION AT A GRADUAL 2%SLOPE PER GENERAL NOTE 6SILL PLATE TO MATCHFRAME WALL ABOVE#4 x CONTINUOUS HORIZONTALBARS @ 24" O.C. TYP.OPTIONAL 2" RIGID INSULATION ONINSIDE FACE AND UNDERSLAB-ON-GRADE FOR 24" MIN.UNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1(DROP FOR FROST ASREQUIRED PER SITE DESIGN)#4x2'-0" DOWELS @ 48" O.C.MAX (5" MIN. EMBED)(1) #4 x CONTINUOUS HORIZONTALBAR AT TOP OF WALLOPTIONAL SLAB LEDGECONCRETE SLAB-ON-GRADE8" MIN. C.I.P. CONCRETEFOUNDATION WALL#4x4'-0" HOOKS @ 24" O.C. BENT ORDRILLED AND EPOXY GROUTED3'-0"1'-0 " NO HOOKS @ 3'-0" OR LESS GRANULAR MATERIAL (SAND)DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0"#5 VERTICAL BARS @ 24" O.C.CENTERED IN WALL TO AID INTHE REDUCTION OF CRACKINGAND BACKFILLING ISSUES PRIORTO TOP OF WALL PINNINGCONTRACTOR IS TO PROVIDETEMPORARY TOP OF WALLBRACING UNTIL GARAGESLAB-ON-GRADE IS IN PLACE(HOOKS INTO GARAGE SLABPROVIDE REQUIRED TOP OFWALL LATERAL SUPPORT)6"MIN.3'-0" MAX GRADE HEIGHT ABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL @48" O.C. (SAND SOIL)OR 36" O.C. (SANDY-CLAY SOIL)OR 24" O.C. (CLAY SOIL)DOWELS MUST BE WET SET ORDRILLED AND EPOXY GROUTED6" MIN. THICK C.I.P.CONCRETEFOUNDATION WALLSLOPE GRADE AWAYFROM FOUNDATION12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORS(1) #4 x CONTHORIZONTAL BARAT TOP OF WALLFRAMING & SILLPLATE BY OTHERSSLAB-ON-GRADEBY OTHERSUNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1(18" MIN WIDTH FOR CLAYBACKFILL OR 16" MIN WIDTH IF2'-6" MAX UNBALANCED BACKFILL)SCOPE OF DRAWINGS:THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED ANDCERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESEDRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANTTO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR.THESE DRAWINGS EXPIRE ON DECEMBER 31, 2021.6"MIN. CLEAR HEIGHT BACKFILL HEIGHT112" CLEARUNREINFORCED CONCRETESTRIP FOOTING PER CODEOR BY BUILDING DESIGNER,AS AN ALTERNATIVE GUIDEUSE TABLE SHOWN BELOW8" MIN. C.I.P. CONCRETEFOUNDATION WALL-SEEREBAR TABLE S8 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON S11FLOOR TO SILLCONNECTION SEE S10WOOD FLOORSYSTEM BY OTHERSSLOPE GRADE AWAYFROM FOUNDATION2x6 MIN SILL PLATECLEAR HEIGHT OF 8'-0" OR LESS(2)#4xCONT. HORIZONTAL BARSCLEAR HEIGHT OF 8'-0" OR MORE(3)#4xCONT. HORIZONTAL BARSCONCRETESLAB-ON-GRADEPLACED TIGHT TOFOUNDATION WALL#4x2'-0" DOWELS @ 72" O.C.MAX (5" MIN. EMBED)GENERAL STRIP FOOTING SIZE GUIDESOILONE-STORY STRUCTURETWO-STORY STRUCTURE2000 PSF16" WIDE x 8" THICK20" WIDE x 8" THICK1500 PSF20" WIDE x 8" THICK26" WIDE x 8" THICKTHIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ONMAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHERCONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10",AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS,HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS..GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/0 COPYRIGHT HANSON GROUP LLC 2021©DescriptionDateRevisionJanuary 1, 2021Project Number:Date:1.001S21Sheets: of2Print Name:Signed: License Number:Nick Hanson1-1-2146665Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.CONNECTION INFOTOP OF WALL CONNECTION TOFLOOR SYSTEM1S2BRICK LEDGE INFO5S2WALL SECTIONAT WINDOW WELL LOCATIONS6S2STOOP INFO7S2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2S2BLOCKING DETAILFLOOR JOIST CONDITION3S2BLOCKING DETAILFLOOR TRUSS CONDITION4S2SITE ADDRESS:City:State:Zip:MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comVENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATIONWALL SEE 5/S1WOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS16" HIGH MAX x6" THICK MINSTEM6"MINWOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS6" MIN THICK STEM#4 DOWELS @ 36" O.C.EMBEDDED 24" INTOLOWER WALLFOUNDATIONWALL SEE5/S1VENEER ORSLAB-ON-GRADEBY OTHERS12"VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 2/S1 OR 3/S1FRAMING BYOTHERS16" HIGH MAXx 4" THICK MINSTEMTHICKNESS TOMATCH SILLPLATE6"3'-0" MAX VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 4/S1SLAB-ON-GRADEFRAMING BYOTHERS6" MIN THICKSTEMDETAIL @ HIGH GRADESIM @ NON-BEARINGDETAIL @ LOOKOUTSIM @ FROST WALLDETAIL @ FROST WALLSw/ LOW GRADEDETAIL @ LOW GRADESIM @ NON-BEARING112"CLEARMINMAX#4 DOWELS @36" O.C.EMBEDDED 24"INTO LOWERWALL (CENTERIN STEMWALL)6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 2"Ø OR SQUARE WASHER SEE 2/S2FOR SPACING (7" EMBED MIN)-METAL STRAP ANCHORS TO BEINSTALLED AT MANUFACTUREREQUIVALENT SPACINGFLOOR SYSTEM, TYPE,SIZE, AND SPACING TO BEDETERMINED BY OTHERSRIM BOARD OR BRACINGMATERIAL BY OTHERS2x6 SILL PLATE MINIMUMFLOOR TO SILL CONNECTION ATEACH MEMBER SEE TABLE BELOWWASHER TO BE COUNTERSUNKFLUSH w/ TOP OF SILL PLATESEE FULL HEIGHT WALL SECTIONON 5/S1 FOR FOUNDATION WALLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONMINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS****BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)FLOOR MEMBERSPACING8'-0"9'-0"10'-0"16"19.2"A(4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBERSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)24"16"19.2"24"16"19.2"24"AAAAAAABAABBBBBCCCDDDDDDDCCONNECTION A(4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC ATEACH MEMBERCONNECTION CCONNECTION D(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ**OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS*ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)8'-0"9'-0"10'-0"7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS72"* 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWNSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS72"72"72"72"72"72"72"72"72"72"72"72"48"60"72"48"60"72"36"48"72"36"36"72"72"72"48"24"24"ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS**ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)BACKFILL HEIGHT(SEE 5/S1)8'-0"9'-0"10'-0"7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS48"** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED,12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHORSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS60"72"30"36"72"18"24"42"72"72"24"18"20"24"18"24"24"30"42"16"12"14"16"12"16"36"36"N/AN/A10'-0" MAX TO T.O.S. 1'-8" MAX FLASHING & WOODPROTECTION BYOTHERSFLOOR FRAMING ORBLOCKINGFLOORCONNECTIONSEE 1/S2 &2/S2C.I.P. CONCRETEWALL SEEADJACENTPLANS FORTHICKNESS &MAXIMUM WALLLENGTHSSEE FULLHEIGHT WALLSECTION 5/S1FORREINFORCINGSTOOPSLAB BYOTHERS13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL10'-6" @ 8" WALL13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL10'-6" @ 8" WALL3'-0" FULL HEIGHT BASEMENTMIN FULL HEIGHT FULL HEIGHT EXAMPLE CORNEROR STRAIGHT WALLOPTIONS -TYPSTOOP AREA8" MIN C.I.P. CONCRETEWALL SEE FULL HEIGHTWALL SECTION 5/S1NOTES:1. ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTERWIDTH EXCEEDS DIMENSIONS SHOWN.2. STOOP WALLS REQUIRE MINIMUM 16" WIDE x 8" DEEP CONCRETE STRIP FOOTING.EXAMPLE '1'EXAMPLE '2'EXAMPLE '3'SLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONNOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER.WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES.TYP * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES,FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE.** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH.*** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s.****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE ASTRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE.2x8 SILL PLATE TO BE USED w/MAXIMUM OF 112" OVERHANG(MAINTAIN 234" EDGE DISTANCETO BOTH CONCRETE AND INSIDEOF SILL PLATE) - VERTICAL LOADTRANSFER BY SUPPLIERBACKFILL BELOWEXTERIOR STOOP SLABSWITH COMPACTEDGRANULAR MATERIALTO FROST DEPTH(4'-0" MINIMUM)NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR@ BLOCKING SEE 1/S22 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWNOR SHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE 2/S2 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE 1/S22 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAYFROM FOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE 2/S2 FOR SPACING OFBLOCKING SYSTEM SHOWN10'-0" MAX 3'-8" MAX 2'-6" MIN OPENING 1'-6" MIN 3'-0" EACH WAY MIN112" TYP SLOPE GRADE AWAYFROM FOUNDATION#4 HORIZONTAL BARS @12" O.C. CENTERED INWALLS LAP AROUNDCORNERS AND HOOKINTO FOUNDATION WALL@ EACH SIDE (REFER TO5/S1 FOR HORZ. BARREQUIREMENTS w/ 8"C.I.P. WALLS)6" MIN C.I.P.CONCRETE WALL#4 VERTICAL BARS @EACH OUTSIDECORNER OF WELL(1)#4 x2'-0" DOWEL @EACH OUTSIDECORNER OF WELL (5"MIN EMBED)12" WIDE x 8" THICK MINSTRIP FOOTING(1) #4 HORIZONTALBAR AT TOP OF WALL(2) #4 HORIZONTAL BARSTOP & BOTTOM OFLINTEL EXTEND 24" MINPAST OPENING EACHEND (WOOD OR STEELOPTION BY OTHERS)WALL BEYONDPLACE (2) #4 VERTICALBARS FULL HEIGHT ANDONE ANCHOR w/IN 12" OFOPENING EACH END8" MIN C.I.P.CONCRETE WALLSLAB-ON-GRADEUNREINFORCED CONCRETESTRIP FOOTING SEE FULLHEIGHT WALL SECTION 5/S1LOOKOUTWALLSEE 3/S1GRANULARMATERIAL(SAND)SLOPEWINDOW WELLLADDER/ESCAPEMEANS BYOTHERS5'-0" EACH WAY MAXFLOOR SYSTEM BY OTHERS(DO NOT PLACE GIRDERS ORBEAMS OVER CONCRETE LINTELDESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL ATTHE DISCRETION OF THE BUILDER FOR ADDITIONALFROST PROTECTION AS REQUIRED PER SITE DESIGN6"MIN.A SECTION A.GPPCT%QTRQTCVKQPVJ#XG05WKVG2N[OQWVJ/0 ▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪ I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Print Name: _______________________________ Signature: ________________________________ Date: ____________________ License # _______ James P. Shedlauskas 417766/16/21 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Print Name: _______________________________ Signature: ________________________________ Date: ____________________ License # _______ James P. Shedlauskas 417766/16/21 UFER Ground I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Print Name: _______________________________ Signature: ________________________________ Date: ____________________ License # _______ James P. Shedlauskas 417766/16/21 TSHd1-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 Optional 3rd Stall Material - ADD PlotID Length Product Plies Net Qty - 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 3RD STALL OPTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Print Name: _______________________________ Signature: ________________________________ Date: ____________________ License # _______ James P. Shedlauskas 417766/16/21 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Print Name: _______________________________ Signature: ________________________________ Date: ____________________ License # _______ James P. Shedlauskas 417766/16/21 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Print Name: _______________________________ Signature: ________________________________ Date: ____________________ License # _______ James P. Shedlauskas 417766/16/21 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. 2020-May-20 13:47:29 Page 1Right-Suite® U niv ersal 2019 19.0.20 RSU14478 ...ACTS\AF WRIGHTSOFT\Lennar- Bristol- Walkout.rup Calc = MJ8 Front Door faces: E Load Short Form Entire House Job: Date: May 20 2020 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- 18805 Hammond Drive , LakevilleFor: Design Information InfiltrationClgHtg SimplifiedMethod88-15Outside db (°F) Semi-tightConstruction quality7572Inside db (°F) 1 (Average)Fireplaces1387Design TD (°F) M-Daily range 5030Inside humidity (%) 3558Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 93 AFUE Efficiency 13 SEER Heating input Btuh0 Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm939 Actual air flow cfm939 Air flow factor cfm/Btuh0.018 Air flow factor cfm/Btuh0.047 Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Room3 1109 11244 1341 199 63 Room6 1109 13007 6600 230 309 Room9 1108 14211 4544 251 213 Room10 22 1916 1279 34 60 Room5 170 7066 3133 125 147 Room7 170 5682 3134 100 147 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-May-20 13:47:29 Page 2Right-Suite® U niv ersal 2019 19.0.20 RSU14478 ...ACTS\AF WRIGHTSOFT\Lennar- Bristol- Walkout.rup Calc = MJ8 Front Door faces: E Entire House 3687 53127 20032 939 939 Other equip loads 8857 2270 Equip. @ 0.93 RSM 20719 Latent cooling 3532 TOTALS 3687 61985 24250 939 939 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) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 18805 Hammond Drive CalAtlantic Group, Inc., DBA Lennar Homes Jesse Schwarzrock 612-346-2648 Jesse.Schwarzrock@Lennar.com Residential Development 60311 Kristen Moretz Pathlight Pro 404-312-4707 kmoretz@pathlightpro.com Envirocert International Inc 04/24/2021 7/20/2021Kurt NiskaDigitally signed by Kurt Niska Date: 2021.07.20 14:17:48 -05'00' 07/27/21 X KP