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HomeMy WebLinkAboutLA171245 17987 Evening Lane Permit PackCANNOT HOOK TO CITY SEWER/WATER RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 07/25/2019dmathews Secure door closed until deck is constructed with a separate permit. 4' WSP4' WSP4' WSP (2)9-1/2" LSL (3)11-7/8 LSL LVL UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. (3)(3)LVL (2)9-1/2" LSL PFH PFH 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP3' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 8' LIB 8' LIB 4' WSP 4' WSP 2.75' WSP 8' LIB 4' WSP 3' WSP8' LIB -Min. 15" clearance to any obstruction from center ofW.C., 24" in front(typ). ProductsPlotID Length ProductPlies Net QtyM9-3 Dropped 8' 0" 1 3/4" x 9 1/2" 2.0E Microllam® LVL 3 3TS1-3 Flush 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 3Wall FramingPlotID Length ProductPlies Net QtyTSHd1-2 8' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 22BBOHd1-3 6' 0" 2 x 10 SPF No.1/No.2 3 6M9-3 DroppedBBOHd1-3BBOHd1-3TSHd1-25x5 PSLTS1-3 Flush← Floor Trusses →Customer:Job Name:Address/Lot:Brandl AndersonCreighton Spec17987 Evening LaneCity, State:Lakeville, MNPlan/Model #:CreightonJob Number:23583Lyman 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:6/19/2019Revised 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 *** Start Joist Layout Here. 19.2" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson HHUS48 22- 16d common - 8- 16d double shear NoH2 1 Simpson IUS1.81/11.88 10- 10d x 1-1/2 - 2- 10d x 1-1/2 NoH3 22 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - NoH4 1 Simpson HU9 18- 16d common - 6- 10d x 1-1/2 NoProductsPlotID Length ProductPlies Net QtyF36' 36' 0" 11 7/8" TJI® 210 1 5F34' 34' 0" 11 7/8" TJI® 210 1 2F20' 20' 0" 11 7/8" TJI® 210 1 3F18' 18' 0" 11 7/8" TJI® 210 1 6F16' 16' 0" 11 7/8" TJI® 210 1 15F14' 14' 0" 11 7/8" TJI® 210 1 6TJI Blocking 1' 2 1/8" 11 7/8" TJI® 210 1 1M1-3 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3TS2-3 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL3 3TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL2 2TS17 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 11TS3 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1TS4-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL2 2TS5 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 2TS6 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1TS7-2 12' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL 22TS8-2 6' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL 2 4Rim 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 72x8 Flat Blocking 10' 5 5/8" 2x8 blocking (11 7/8" joist depth) 1 1Wall FramingPlotID Length ProductPlies Net QtyTSHd1-2 12' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL2 2TSHd2-2 8' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 22BBOHd2-3 7' 0" 2 x 10 SPF No.1/No.2 3 3BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 4CSCSCSTS5TS1-2F20'F16'RimRimRimRimRimRimRim2x8 Flat BlockingTS5Girder TrussTS17TSHd2-2BBOHd3-2BBOHd2-3BBOHd1-2BBOHd3-2TSHd1-2M1-3TS4-2TS8-2TS8-2TS7-21' 4"TJI Blocking2'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.E1 Alt3x5 PSLTS2-3RimRimTS6Hip GirderH1H4H2TS3F14'19.2" O.C.F16'19.2" O.C.F20'19.2" O.C.F18'19.2" O.C.F36'19.2" O.C.F34'19.2" O.C.H3H3H32 TrimmersCustomer:Job Name:Address/Lot:Brandl AndersonCreighton Spec17987 Evening LaneCity, State:Lakeville, MNPlan/Model #:CreightonJob Number:23583Lyman 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:6/19/2019Revised 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 QtyTSHd1-2 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 4BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 4BBOHd2-2BBOHd2-2BBOHd1-2Girder TrussBBOHd1-2Girder TrussBBOHd3-2BBOHd3-2BBOHd2-2TSHd1-22 TrimmersCustomer:Job Name:Address/Lot:Brandl AndersonCreighton Spec17987 Evening LaneCity, State:Lakeville, MNPlan/Model #:CreightonJob Number:23583Lyman 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:6/19/2019Revised 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 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:45,000 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 City Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Natural Gas Domestic Water Heater Heating System Rating or Size Appliances R10 Rigid Exterior, R10 Int closed cell R10 Rigid Exterior, R10 Int closed cell Wall Ceiling, vaulted Ceiling, flat Lennox Heating or Cooling Ducts Outside Conditioned Spaces Electric Rim Joist (2nd Floor+) Bay Windows or cantilevered areas Perimeter of Slab on Grade Foundation Wall Below Entire Slab Fiberglass, BattsBrandl Anderson Homes BC604388 Mailing Address of the Dwelling or Dwelling Unit Name of Residential Contractor 17987 Evening Lane MN License Number Bloomington Foam Open CellType: Check All That Apply Foam, Closed CellTHERMAL ENVELOPE RADON CONTROL SYSTEM Total R-Value of all Types of Insulation Insulation Location Rim Joist (1st Floor) R-5 where required Floors over unconditioned area Describe other insulated areas Attic Fiberglass, BlownNon or Not ApplicableRigid, IsocynurateRigid, Extruded PolystyreneMineral FiberboardR5 Exterior, R19 Batts Cooling System Make-up Air Select a Type R-value R-80.30 MECHANICAL SYSTEMS Duct system air tightness: Windows & Doors 0.30 Average U-Factor (excludes skylights and one door ) U: Building envelope air tightness: 50 13ACXN024 Heating Gain 16984 Output in Tons:2 Location of duct or system:13 Cooling Load 20,913 SEER /EER Manufacturer Model Residential Load Calculation Natural Gas Fuel Type Solar Heat Gain Coefficient (SHGC): Lennox ML195UH045 Heating Loss 39764 Efficiency Location of duct or system: Balanced Ventilation capacity in cfms: Total ventilation (intermittent + continuous) rate in cfms: MECHANICAL VENTILATION SYSTEM Combustion Air Select a Type High: Capacity continuous ventilation rate in cfms: High: 19282Heat Recover Ventilator (HRV) Capacity in cfms: 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): Energy Recover Ventilator (ERV) Capacity in cfms: 000000Builders Associaton of Minnesota version 101014 Elander Mechanical 5 160 80 17987 Evening Lane Colin 3144 6/7/2019 Combustion and Make-Up Air submittal form Single Family and two family dwellings X 82 192 X NOT REQUIRED 0 Neg # NR 135 135 3144 472 472 X 6" Flex X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 1936 1936 .65 .65 .35 .35 4.7 2.5 07/08/19 X KP