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HomeMy WebLinkAboutLA177016 17970 Evening Lane 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: Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 01/28/2020dmathews Secure door closed until deck is constructed with a separate permit. UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 4' WSP4' WSP4' WSP4' WSP (2)9-1/2" LSL (3)9-1/2" LSL (3)20" LVL (1)11-7/8 LSL(1)11-7/8 LVL4' WSP 4' WSP 4' WSP 4' WSP 4' WSP PFH PFH 3.25' CS-WSP 3.25' CS-WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP4' WSP5.17' LIB5.17' LIB5.17' LIB -Min. 15" clearance to any obstruction from center ofW.C., 24" in front(typ). (2)9-1/2" LSL 4' WSP 4' WSP 4' WSP 4' WSP 2.25' WSP 2.25' WSP 8' LIB 8' LIB 8' LIB 8' LIB ProductsPlotID Length ProductPlies Net QtyTS1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 22BBO1-2 7' 0" 2 x 10 SPF No.1/No.2 2 2Wall FramingPlotID Length ProductPlies Net QtyTSHd1-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL2 2TSHd2-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL2 4TS1-2TSHd2-2TSHd2-2TSHd1-2BBO1-24-2x6 Floor Trusses 3 TrimmersCustomer:Job Name:Address/Lot:Brandl AndersonLauren Spec17970 Evening LaneCity, State:Lakeville, MNPlan/Model #:LaurenJob Number:23933Lyman 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:1/6/2020Revised 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 HHUS410 30- 16d common- 10- 16d double shear NoH2 1 Simpson IUS1.81/11.88 10- 10d common- 2- 10d x 1-1/2NoH3 1 Simpson HGU5.50 (H1=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" NoH5 26 Simpson IUS2.06/11.88 10- 10d x 1-1/2- -NoProductsPlotID Length ProductPlies Net QtyF36' 36' 0" 11 7/8" TJI® 210 1 8F34' 34' 0" 11 7/8" TJI® 210 1 3F20' 20' 0" 11 7/8" TJI® 210 1 5F18' 18' 0" 11 7/8" TJI® 210 1 3F16' 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 1M3-3 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3M4-2 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 25x7 PSL 10' 0" 5 1/4" x 7" 1.8E Parallam® PSL 1 1TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL2 2TS11 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 11TS3-2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 22TS2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 2TS4-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 22TS5-3 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 33TS6-2 20' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL 22Rim 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 62X8 Flat Blocking 10' 11 5/8" 2x8 blocking (11 7/8" joist depth) 1 1Wall FramingPlotID Length ProductPlies Net QtyTSHd1-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2TSHd2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL2 2BBOHd1-2 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 8 Start Joist Layout Here. 19.2" o/cCSCSTSHd1-2TSHd2-2BBOHd3-3BBOHd1-2BBOHd2-2BBOHd2-2TS5-3TS1-2M4-2TS3-2M3-3TS4-2M1-3Girder TrussF18'RimRimRimRimRim2X8 Flat BlockingTJI BlockingTS2E1 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.TS11RimTS2M2TS6-25x7 PSL1' 5"12,945#BBOHd2-2BBOHd2-2H3H1H2RimF36'19.2" O.C.F18'19.2" O.C.F34'19.2" O.C.F16'19.2" O.C.F16'19.2" O.C.F16'19.2" O.C.F20'19.2" O.C.H5H5H5H5H54-2x63-2x62 - TrimmersCustomer:Job Name:Address/Lot:Brandl AndersonLauren Spec17970 Evening LaneCity, State:Lakeville, MNPlan/Model #:LaurenJob Number:23933Lyman 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:1/6/2020Revised 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 QtyTSHd1-2 10' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL2 2BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 4BBOHd2-2 6' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd2-2 5' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 6BBOHd1-2BBOHd3-2BBOHd1-2BBOHd2-2Girder TrussGirder TrussBBOHd2-2TSHd1-2BBOHd3-2BBOHd3-2Customer:Job Name:Address/Lot:Brandl AndersonLauren Spec17970 Evening LaneCity, State:Lakeville, MNPlan/Model #:LaurenJob Number:23933Lyman 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:1/6/2020Revised 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%93% Cfm's " round duct OR " metal duct Not required per mech. code X Passive x Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " Flex " metal duct Balanced Ventilation capacity in cfms: Capacity continuous ventilation rate in cfms: Total ventilation (intermittent + continuous) rate in cfms: 82 High: Energy Recover Ventilator (ERV) Capacity in cfms: High: Location of duct or system: Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+) Wall Ceiling, flat R-5 where required R10 Rigid Exterior, R10 Int closed cell R10 Rigid Exterior, R10 Int closed cell R5 Exterior, R19 Batts New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Mailing Address of the Dwelling or Dwelling Unit City Lakeville17970 Evening Lane Name of Residential Contractor MECHANICAL VENTILATION SYSTEM Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms: 192 MN License Number Brandl Anderson Homes BC604388 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateAttic Residential Load Calculation Heating Loss Heating Gain Cooling Load 46862 13013 17,497 13 Location of duct or system: Rating or Size 50 Output in Tons:2 Efficiency SEER /EER Natural Gas Natural Gas Electric 13ACXN024 Fuel Type Manufacturer Lennox Lennox Model ML193UH070 Average U-Factor (excludes skylights and one door ) U: 0.30 Solar Heat Gain Coefficient (SHGC): 0.30 R-value R-8 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Windows & Doors 000000Builders Associaton of Minnesota version 101014 40,000 X X 40,000 1408 40,000 3000 3000 1408 3000 .47 .47 .53 40,000 40,000 13.33 13.33 .53 7.1 3.01 240 375 375 NR 3618 543 543 170 85 01/17/2020 X KP