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HomeMy WebLinkAboutLA177025 7880 204th St W 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. (3)14" LVL (2)9-1/2" LSL UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 4' WSP 4' WSP 4' WSP (1)11-7/8 LSL(2)9-1/2" LSL 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP PFH PFH 3' CS-WSP 3' CS-WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP Girder (2)9-1/2" LSL TEMPER 4' WSP 4' WSP8' LIB 8' LIB 4' WSP 8' LIB3' WSP 3' WSP 8' LIB 8' LIB -Min. 15" clearance to any obstruction from center ofW.C., 24" in front(typ). ProductsPlotID Length Product Plies Net QtyM1-3 14' 0" 1 3/4" x 14" 2.0E Microllam® LVL 3 3BBO1-2 3' 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 2BBOHd1-3 6' 0" 2 x 10 SPF No.1/No.2 3 3M1-3BBO1-2BBOHd1-3TSHd1-2Floor TrussesCustomer:Job Name:Address/Lot:Brandl AndersonEastridge Spec7880 204th Street WCity, State:Lakeville, MNPlan/Model #:EastridgeJob Number:23938Lyman 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:Jeff D.Drawn Date:1/9/2020Revised 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 *** Start Joist Layout Here. 19.2" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson HGUS410 46- 16d common - 16- 16d double shear NoH2 8 Simpson HU2.1/11 16- 10d common - 6- 10d x 1-1/2 YesH3 9 Simpson HU2.1/9 14- 10d common - 6- 10d x 1-1/2 YesH4 1 Simpson IUS1.81/11.88 10- 10d common - 2- 10d x 1-1/2 NoH5 1 Simpson IUS1.81/11.88 10- 10d x 1-1/2 - 2- 10d x 1-1/2 NoH6 26 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - NoH8 4 Simpson MIU2.37/9 16- 10d x 1-1/2 - 2- 10d x 1-1/2 NoProductsPlotID Length ProductPlies Net QtyF34' 34' 0" 11 7/8" TJI® 210 1 2F32' 32' 0" 11 7/8" TJI® 210 1 6F18' 18' 0" 11 7/8" TJI® 210 1 18F16' 16' 0" 11 7/8" TJI® 210 1 13F12' 12' 0" 11 7/8" TJI® 210 1 1TJI Blocking 1' 3 1/16" 11 7/8" TJI® 210 1 1R12' 12' 0" 11 7/8" TJI® 360 1 4M1-3 16' 0" 1 3/4" x 16" 2.0E Microllam® LVL 3 3TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL2 2TS2 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1TS3-2 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL2 2TS5-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL2 2TS4 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1TS6-2 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL2 2TS8-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 22TS7 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1TS9 2' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1TS10-2 22' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL2 2Rim 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 72x8 Flat Blocking 9' 0" 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 4BBOHd2-2 4' 0" 2 x 10 SPF No.1/No.2 2 6ColumnsPlotID Length Product Plies Net Qty5x7 Glulam Column 12' 0" 5 1/2" x 7" Generic Material1 1CSCSBBOHd1-2BBOHd2-2TS8-2TS1-2Girder TrussTS10-2F34'F34'F12'RimRimRimRimRimRimRimRim2x8 Flat BlockingTS4E1 Alt5x7 Glulam ColumnTS3-2Girder TrussBBOHd1-2M1-3TS7TS92'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.TS6-2TS2BBOHd2-2BBOHd2-2TS5-2TSHd2-2F16'TJI BlockingH5H3H1H4TSHd1-2F16'19.2" O.C.F16'19.2" O.C.F18'19.2" O.C.F18'19.2" O.C.R12'19.2" O.C.H6H6H2H8H3F32'19.2" O.C.H6H6360 Series TJIs inthis areaCustomer:Job Name:Address/Lot:Brandl AndersonEastridge Spec7880 204th Street WCity, State:Lakeville, MNPlan/Model #:EastridgeJob Number:23938Lyman 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:Jeff D.Drawn Date:1/9/2020Revised 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 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2BBOHd1-2 8' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd2-2 6' 0" 2 x 10 SPF No.1/No.2 2 4BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 8BBOHd2-2BBOHd1-2Girder TrussBBOHd2-2TSHd1-2BBOHd3-2BBOHd3-2BBOHd3-2BBOHd3-2Customer:Job Name:Address/Lot:Brandl AndersonEastridge Spec7880 204th Street WCity, State:Lakeville, MNPlan/Model #:EastridgeJob Number:23938Lyman 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:Jeff D.Drawn Date:1/9/2020Revised 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 X Not applicable, all ducts located in conditioned space x Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF%93% Cfm's " round duct OR " metal duct Not required per mech. code X Passive x Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " 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:2.5 13ACXN030 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: 55854 18428 Residential Load Calculation Heating Loss 82 22,778 Building envelope air tightness: Describe other insulated areas Windows & Doors MECHANICAL VENTILATION SYSTEM Cooling LoadHeating Gain 7880 204th Street R-5 where required Lakeville Type: Check All That Apply Insulation Location Foundation Wall Model Appliances Lennox Manufacturer Fuel Type Natural Gas ML193UH070 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 13.33 704 1216 .41 .59 .41 .59 7.9 3.2 NR 320 455 455 3688 553 553 170 85 01/21/2020 X KP