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Home My WebLink AboutLA172532 20387 Gresham Way Permit PackRESIDENTIAL 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: 08/07/19XKP Concept Approval ONLYSubject to Field Inspection Inspector Date 2015 MN Bldg Code 08/19/2019shutchins Secure door closed until deck is constructed with a separate permit. Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 08/19/2019shutchins (3)7-1/4 LSL (2)11-7/8 LSL UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. (3)20" LVL per EWP plan (2)11-7/8" LSL per EWP plan (3)9-1/2" LVL per EWP plan (1)11-7/8 LSL(3)9-1/2" LVL per EWP plan 4 4 4 4 4 4 4 4 43555LIBLIBLIB 3.252 PFHPFH 4 (3)9-1/2" LSL per EWP plan -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 2.252.25 44 8 LIB LIB 8 8 LIB4 2.25 8 LIB 4 ProductsPlotID Length ProductPlies Net QtyTS1-2 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 2 2TS2-2 10' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 2 2Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 2Wall FramingPlotID Length ProductPlies Net QtyTSHd1-3 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL 3 3BBOHd1-2 4' 0" 2 x 10 SPF No.1/No.2 2 2TS2-2TS1-2Solid BlockingSolid BlockingRound holes larger than 3-5/8" up to 7-1/4" max. in1.5" x 11-7/8" 1.5E TimberStrand LSL joist onlyEdge of large holes need to be at least 4 times the diameter of the largest hole(for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the nexthole is a small 12" diameter hole).The hole must be centered within the joist vertically.No square or rectangular holesNo more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span.See chart below for minimum distance from inside face of bearing to edge of hole for holeslarger than 3-5/8" but not greater than 7.25"Minimum distance from edge of hole to inside face ofbearing (end or intermediate)4"5" *6.5" * 7.25" *2'-0"2'-0" 3'-0"3'-6"* Allowable spans shown in TB-711 must bereduced by 9" with these size holesTSHd1-3BBOHd1-24-2x6Floor TrussesFloor GirderFloor GirderCustomer:Job Name:Address/Lot:Brandl AndersonLauren Spec20387 Gresham WayCity, State:Lakeville, MNPlan/Model #:LaurenJob Number:23607Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:1of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Alex S.Drawn Date:6/26/2019Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Framing Connector SummaryPlotID Qty Manuf Product Face NailsTop Nails Member NailsWeb StiffH1 1 Simpson HUS1.81/10 30- 10d common- 10- 10d commonNoH2 1 Simpson IUS1.81/11.88 10- 10d common- 2- 10d x 1-1/2NoH3 1 Simpson HGU3.63 (H=11) 36- SDS self-drilling wood screw 0.242 dia. x 2 1/2" - 24- SDS self-drilling wood screw 0.242 dia. x 2 1/2" NoH4 1 Simpson HHUS410 30- 16d common- 10- 16d double shear NoH5 25 Simpson IUS2.06/11.88 10- 10d x 1-1/2- -NoH6 1 Simpson HHUS48 22- 16d common- 8- 16d double shearNoH7 1 Simpson HGUS410 46- 16d common- 16- 16d double shear NoNo Solution 1 Simpson HGUS410 46- 16d common- 16- 16d double shear NoProductsPlotID Length ProductPlies Net QtyF36' 36' 0" 11 7/8" TJI® 210 1 4F34' 34' 0" 11 7/8" TJI® 210 1 6F20' 20' 0" 11 7/8" TJI® 210 1 5F18' 18' 0" 11 7/8" TJI® 210 1 4F16' 16' 0" 11 7/8" TJI® 210 1 16TJI Blocking 2' 10 1/4" 11 7/8" TJI® 210 1 1M1-3 20' 0" 1 3/4" x 20" 2.0E Microllam® LVL 3 3M2 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 1 1M3-2 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 4M4-2 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL2 2Subfloor Ledger 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1TS2 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1TS4-2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 22TS3 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 3TS5-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 22TS6-2 10' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 2 2TS7-2 12' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL 22TS8-2 8' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL 2 4TS9-2 6' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL 2 2Rim 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 52X8 Flat Blocking 10' 11 5/8" 2x8 blocking (11 7/8" joist depth) 1 1Wall FramingPlotID Length ProductPlies Net QtyMHd1-3 12' 0" 1 3/4" x 9 1/2" 2.0E Microllam® LVL 3 3MHd2-3 8' 0" 1 3/4" x 9 1/2" 2.0E Microllam® LVL 3 3TSHd1-2 8' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 22BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd3-3 4' 0" 2 x 10 SPF No.1/No.2 3 3BBOHd2-2 4' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd2-2 3' 0" 2 x 10 SPF No.1/No.2 2 4 Start Joist Layout Here. 19.2" o/cCSCSCSCSMHd1-3TSHd1-2BBOHd3-3BBOHd1-2MHd2-3BBOHd2-2TS6-2TS1-2M4-2TS4-2M3-2TS3M1-3Girder TrussF18'F18'RimRimRimRimRim2X8 Flat BlockingTJI BlockingTS3E1 Alt2'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.Subfloor LedgerRimTS3M2TS2TS8-2TS8-2TS7-2TS9-2M3-2TJI BlockingTS5-25x5 PSL1' 5"Girder TrussHip Girder Hip Girder 13,788#3,072#H7H1H2H3H4H6BBOHd2-2BBOHd2-2F16'19.2" O.C.F16'19.2" O.C.F16'19.2" O.C.F34'19.2" O.C.F34'19.2" O.C.F36'19.2" O.C.H5H5H5F20'19.2" O.C.F18'19.2" O.C.H5H5H54-2x63-2x6Customer:Job Name:Address/Lot:Brandl AndersonLauren Spec20387 Gresham WayCity, State:Lakeville, MNPlan/Model #:LaurenJob Number:23607Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:2of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Alex S.Drawn Date:6/26/2019Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Wall FramingPlotID Length ProductPlies Net QtyTSHd1-3 10' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL3 3BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 4BBOHd3-3 6' 0" 2 x 10 SPF No.1/No.2 3 3BBOHd2-2 5' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd4-2 4' 0" 2 x 10 SPF No.1/No.2 2 6BBOHd4-2 3' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd1-2BBOHd4-2BBOHd1-2BBOHd2-2Girder TrussGirder TrussBBOHd3-3TSHd1-3Hip GirderHip GirderBBOHd4-2BBOHd4-2BBOHd4-2Customer:Job Name:Address/Lot:Brandl AndersonLauren Spec20387 Gresham WayCity, State:Lakeville, MNPlan/Model #:LaurenJob Number:23607Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:3of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Alex S.Drawn Date:6/26/2019Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Date Certificate Post x Passive (No Fan ) Active (With fan and monometer or other system monitoring device ) Location (or future location) of Fan: Other Please Describe Here x R-15 x x R-20 x x R-20 x x 19+5 x x R-49 x R-49 x R-38 x R-38+5 x x Not applicable, all ducts located in conditioned space X x Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF%95% Cfm's " round duct OR " metal duct Not required per mech. code X Passive x Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " Flex " metal duct New Construction Energy Code Compliance Certificate Heating System MECHANICAL SYSTEMS R-value R-8 Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Cooling System Make-up Air Select a Type Perimeter of Slab on Grade R10 Rigid Exterior, R10 Int closed cellRigid, IsocynurateMineral FiberboardRigid, Extruded Polystyrene Total ventilation (intermittent + continuous) rate in cfms: Capacity continuous ventilation rate in cfms: City Mailing Address of the Dwelling or Dwelling Unit Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. 50 Location of duct or system: Rating or Size Efficiency Lennox Electric 13SEER /EER Output in Tons:2 13ACXN024 Location of duct or system: 192 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Balanced Ventilation capacity in cfms: High: High: Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 43967 17542 Residential Load Calculation Heating Loss 82 21,486 Building envelope air tightness: Describe other insulated areas Windows & Doors MECHANICAL VENTILATION SYSTEM Cooling LoadHeating Gain 20387 Gresham Way R-5 where required Lakeville Type: Check All That Apply Insulation Location Foundation Wall Model Appliances Lennox Manufacturer Fuel Type Natural Gas ML195UH070XP36 0.30 Solar Heat Gain Coefficient (SHGC): Natural Gas Domestic Water Heater Ceiling, flat Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Average U-Factor (excludes skylights and one door ) U: 0.30 Foam, Closed CellTotal R-Value of all Types of Insulation Below Entire Slab Rim Joist (2nd Floor+) Rim Joist (1st Floor) R10 Rigid Exterior, R10 Int closed cell R5 Exterior, R19 Batts Attic Name of Residential Contractor MN License Number RADON CONTROL SYSTEMTHERMAL ENVELOPE Foam Open CellNon or Not ApplicableFiberglass, BlownBC604388Brandl Anderson Homes Wall Fiberglass, Batts000000Builders Associaton of Minnesota version 101014 40,000 X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 1728 1728 .58 .58 .42 .42 5.6 2.4 240 375 375 NR 3576 536 536 155 78