Loading...
HomeMy WebLinkAboutLA201086-19773 Henley Ln Permit PackRESIDENTIAL 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 Submit to: permits@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: FRONT ELEVATIONRIGHT SIDE ELEVATION1 OF 7Drawing No.Revised:Revised:Revised:ELEVATIONSDrawn By:Lot:Block:Date:Drawn By:jmProject:Address:1/4"=1'-0"03/5/22Builder :Scale:31McNearney Family Custom HomesWEDEWER RESIDENCE 19773 HENLEY LANE LAKEVILL MN03/29/2204/14/22Provide saddle or extend roofframing to side of 2nd floorwall for drainage.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/18/2022dmathews REAR ELEVATIONLEFT SIDE ELEVATIONSheet Title:ELEVATIONS2 OF 7Drawing No.Sheet Title:Drawn By:Lot:Block:Date:Drawn By:jm03/5/22Builder :Project:Address:1/4"=1'-0"Scale:31McNearney Family Custom HomesWEDEWER RESIDENCE 19773 HENLEY LANE LAKEVILL MNRevised:Revised:Revised:03/29/2204/14/22Secure door closed until deck isconstructed with a separate permit. FTG. & FND. PLANUNEXCAVATEDSheet Title:BASEMENT FL. PLAN3A OF 7Drawing No.Block:Drawn By:Lot:Block:Date:Drawn By:jm03/5/22Builder :Project:Address:1/4"=1'-0"Scale:31McNearney Family Custom HomesWEDEWER RESIDENCE 19773 HENLEY LANE LAKEVILL MNRevised:Revised:Revised:03/29/2204/14/22UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UTILITY RM.BATHFAMILY RM.BDRM. #4UNEXCAVATEDFTG. & FND. PLANBASEMENT FLOOR PLANSheet Title:BASEMENT FL. PLAN3B OF 7Drawing No.Block:Drawn By:Lot:Block:Date:Drawn By:jm03/5/22Builder :Project:Address:1/4"=1'-0"Scale:31McNearney Family Custom HomesWEDEWER RESIDENCE 19773 HENLEY LANE LAKEVILL MNRevised:Revised:Revised:03/29/2204/14/22 FIRST FLOOR PLANGREAT ROOMDINING RM.FOYER3-CAR GARAGEBATHKITCHENMUD RM.OFFICESheet Title:FIRST FL. PLAN4 OF 7Drawing No.Block:Drawn By:Lot:Block:Date:Drawn By:jm03/5/22Builder :Project:Address:1/4"=1'-0"Scale:31McNearney Family Custom HomesWEDEWER RESIDENCE 19773 HENLEY LANE LAKEVILL MNRevised:Revised:Revised:03/29/2204/14/22Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FANTemperPFHPFHPFHPFHBWPsAboveBWPsAbove(2)18" LVL(3)18" LVL BDRM.MSTR.BATHMSTR.BATHBDRM. #2BDRM. #3BDRM. #4LAUND.SECOND FLOOR PLANSheet Title:SECOND FL. PLAN5 OF 7Drawing No.Block:Drawn By:Lot:Block:Date:Drawn By:jm03/5/22Builder :Project:Address:1/4"=1'-0"Scale:31McNearney Family Custom HomesWEDEWER RESIDENCE 19773 HENLEY LANE LAKEVILL MNRevised:Revised:Revised:03/29/2204/14/22Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). HOUSE CROSS SECTIONGARAGE CROSS SECTION8'-118"8'-2"9'-118"∅Sheet Title:CROSS SECTION6 OF 7Drawing No.Block:Drawn By:Lot:Block:Date:Drawn By:jm03/5/22Builder :Project:Address:1/4"=1'-0"Scale:31McNearney Family Custom HomesWEDEWER RESIDENCE 19773 HENLEY LANE LAKEVILL MNRevised:Revised:Revised:03/29/2204/14/22 BRACED WALL PANEL CONNECTIONTO PERPENDICULARRAFTERS OR TRUSSESBRACED WALL PANEL CONNECTIONWHEN PARALLEL TO FLOOR/CEILING FRAMINGCROSS SECTIONCROSS SECTION ON BRACED WALL PANELSIN WALL SECTIONOUTSIDE CORNERPORTAL FRAME W/ HOLD-DOWNS (PFH)1/2" = 1'-0" R602.10.6.2CONT. SHEATHED PORTAL FRAME (CS-PF)1/2" = 1'-0" R602.10.6.4@ FLOOR TRUSS LOCATIONS1/2" = 1'-0" R602.10.6.2PORTAL FRAME W/ HOLD-DOWNSPOST BEAM CONNECTIONSTYP. POST FOOTING EXAMPLESLEDGER CONNECTION DETAILSheet Title:CROSS SECTIONDETAILSDrawing No.Block:Drawn By:Lot:Block:Date:Drawn By:jm03/5/22Builder :Project:Address:1/4"=1'-0"Scale:31McNearney Family Custom HomesWEDEWER RESIDENCE 19773 HENLEY LANE LAKEVILL MNRevised:Revised:Revised:03/29/2204/14/22 2x6 Strongback bracing required every 10ft o.c.Strongbacks to be secured to vertical with (3) 16d nailsStrongback lumber should be as continuous as possible per BCSI-B7 and final decision on required length is per Building DesignerInstall strongbacks prior to sheathing; See job packet for additional details1'2"41'4"1'4"1'4"1'4"5'4"1'4"1'4"1'4"1'4"1'4"1'4"1'4"2'8"1'4"1'4"1'4"1'4"1'4"1'4"1'4"1'4"Designer Contact info: Name – Eric Anderson Direct Phone # 715-895-9734 Email – eric_anderson@trussabc.com MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON END OF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ON LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON LEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH ISMADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIOR TO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOES NOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THE TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. WARRANTY WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS PLACEMENT ONLY. THE CONTRACTOR WILL BERESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALLHEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. adjust truss placement at mechanical chase -24" oc max 1st floor 16" O.C. SPACING----->> LEFT END OF TRUSS **CAUTION** APPROXIMATEPLUMBING LOCATION Notch Connection- 2x4 top/bottom ribbon on 1K girder- end block of 1L must fit tightly between ribbons1A1B1B1K1G1G1P(6)1B 1C1E1F(4)1J (13)1L1M 1M 1N(7)1O (10)1D (5)1H PAGE NO: 1 OF 1 JOB NO: T221735F Name: 19773 HENLEY LAKEVILLECustomer: Lampert Yards /Av Address: 19773 HENLEY AVESalesman: CMDesigner: Eric Anderson HGUS210-3 CODE LISTINGS: FASTENERS: ICC ESR-2549/ESR-2523FL10655/FL11468 Carrying Member - (46) 16dCarried Member - (16) 16d(16d = 0.162" dia. x 3 1/2" long.) © 2018 Simpson Strong-Tie Co. Inc. REFER TO THE CURRENTSIMPSON STRONG-TIECATALOG FOR ADDITIONALINFORMATIONWWW.STRONGTIE.COM 4 15/16"4" 9 1/4" 2 5/8", TYP. HHUS48 CODE LISTINGS: FASTENERS: ICC ESR-2549/ESR-2552/ESR-2523 Carrying Member - (22) 16d © 2018 Simpson Strong-Tie Co. Inc. REFER TO THE CURRENTSIMPSON STRONG-TIECATALOG FOR ADDITIONALINFORMATIONWWW.STRONGTIE.COM COLA RR25801/RR25807FL10531/FL10655 Carried Member - (8) 16d(16d = 0.162" dia. x 3 1/2" long.)3 5/8"3" 7 1/32" 2 5/8", TYP. 2x6 Strongback bracing required every 10ft o.c.Strongbacks to be secured to vertical with (3) 16d nailsStrongback lumber should be as continuous as possible per BCSI-B7 and finaldecision on required length is per Building DesignerInstall strongbacks prior to sheathing; See job packet for additional details1'2"41'4"1'4"1'4"1'4"4'1'4"1'4"1'4"1'4"1'4"1'4"1'4"1'4"2'8"1'4"1'4"2'8"1'4"1'4"1'4"1'4"1'4"1'4"HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 Designer Contact info: Name – Eric AndersonDirect Phone # 715-895-9734Email – eric_anderson@trussabc.com MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON END OF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ONLAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON LEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH ISMADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIORTO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOES NOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. WARRANTY WILL BE VOIDED WITHOUT OFFICIALDOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS PLACEMENT ONLY. THE CONTRACTOR WILL BERESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALL HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. (2) 9 1/2" FLSH BEAM(supplied by ABC Truss) -set beam in girder pocket (2) 18" FLSH BEAM (supplied by ABC Truss)(2) 18" FLSH BEAM(supplied by ABC Truss)<<---THGQH3-4.52x10 vertical web ---->> THGQH3-4.5 hangerto hold point loadfrom upper levelroof girder 2nd floor 16" O.C. SPACING----->>16" O.C. SPACING----->>**CAUTION** APPROXIMATE PLUMBING LOCATION-adjust truss placement **CAUTION** APPROXIMATEPLUMBING LOCATION adjust truss placementat mechanical chase-24" oc max 'Z' - 4ply roof girderR= 21,635#R= 20,363#Nail 'Z' girder in layers- 1 row at 12" oc in top chord - 3 rows at 3" oc in bottom chord - 1 row at 4" oc in webs- 1 6" screw at each joint location 2A2B2B2E2H2L2O(6)2B 2C2F(4)2G (5)2J (2)2K2 PLY(16)2M(4)2D (6)2DD PAGE NO: 1 OF 1 JOB NO: T221735F Name: 19773 HENLEY LAKEVILLECustomer: Lampert Yards /Av Address: 19773 HENLEY AVESalesman: CMDesigner: Eric Anderson 74.02 + ((5+1)x15) = 164.02 3/28/22 AM