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HomeMy WebLinkAboutLA196681 10000 199th St W 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: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode10/12/2021dmathews 27'-4"BWPsAboveCS-PFCS-PFShearwallShearwallUPCLPerpendicular floorframing not shownfor clarityWSWH Two-Story Stacked Installation WSWH12X9 AT 1stSTORY- IS TRIMMABLEFOR 8'-9" FINISHEDHEIGHTTWO-STORYSTACKED-ON WALLCONNECTOR KIT MODELWSWH-TSS12KTWSWH12X9 AT2nd STORYFOR FOUNDATIONDETAILS, SEE 1/SW-1Shearwall Between Patio Doors1FOUNDATION ANCHORAGE REINFORCEMENTUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.W10x5412" min depth requiredfor plain concrete padsupporting 11,270 #'s12" min depth requiredfor plain concrete padsupporting 11,270 #'s12" min depth requiredfor plain concrete padsupporting 9,000 #'s12" min depth requiredfor plain concrete padsupporting 9,000 #'sWindow Well to have #4horizontal bars 24"o.c. and#6 vertical bars 24"o.c.5-1/4"x18" 24F-1.8EEjector pump installationis not allowed withoutreasoning and priorapproval from the City ofLakeville Engineer.Revised Deck PlanApproved 12/16/21 DM Temper if glasswithin 60" ofshower floorTemperB INSTALL SIMPSON H6 TIEFASTENED TO THE END STUDSOF THE INDICATED BRACEDWALL SECTION AND THEFLOOR FRAMING BELOWB INSTALL SIMPSON H6 TIEFASTENED TO THE END STUDSOF THE INDICATED BRACEDWALL SECTION AND THEFLOOR FRAMING BELOW-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).BWPsAboveBWPsAboveCS-PFCS-PFCS-PFCS-PFCS-PFCS-PFCS-PFShearwallShearwallUPCLPerpendicular floorframing not shownfor clarityWSWH Two-Story Stacked Installation WSWH12X9 AT 1stSTORY- IS TRIMMABLEFOR 8'-9" FINISHEDHEIGHTTWO-STORYSTACKED-ON WALLCONNECTOR KIT MODELWSWH-TSS12KTWSWH12X9 AT2nd STORYFOR FOUNDATIONDETAILS, SEE 1/SW-1Shearwall Between Patio DoorsCS-PF33CS-PF2222222222222265.5W8x40 20'BWL 1SEE DETAIL 1/PF-1SEE DETAIL 2/PF-1SEE PLAN PAGE SW-1 20'20'30'BWL 2BWL 3BWL 4BWL 5BWL 6SEE DETAIL 5/PF-23'3'SEE DETAIL 6/PF-24'4'2'-6"SEE DETAIL 7/PF-2SEE DETAIL 8/PF-25'6'4'SEE DETAIL 4/PF-1SEE DETAIL 3/PF-15'-6"SEE PLAN PAGE SW-1 22'22'30'BWL 7BWL 8BWL 9BWL 10BWL 112'2'2'2'2'2'2'2'2'2'2'2'2'2'4'4'4'SEE DETAIL 9/PF-3INSTALL SIMPSON H6 TIEFASTENED TO THE END STUDSOF THE INDICATED BRACEDWALL SECTION AND THEFLOOR FRAMING BELOW Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure CGB GB BWL 1 2 3 4 5 6 7 8 9 10 11Spacing - ft 20 20 20 20 30 30 22 22 22 30 30Level 3 2 2 2 2 2 1 1 1 1 1Length req'd- ft 9 6.5 12.5 6.5 9 9 3.7 7.1 3.7 4.5 4.5per Table R602.10.3(1)Adjustments:Exposure 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4Eave to ridge Height 0.95 0.93 0.93 0.93 0.93 0.93 0.85 0.85 0.85 0.85 0.85Wall Height 0.94 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 0.9 0.9# of BWL 1 1.3 1.3 1.3 1 1 1.3 1.3 1.3 1 14" Gyp WB w.block joints1 1 1 1 1 1 1 1 1 1 1Adjusted Length 11.3 10.5 20.1 10.5 11.1 11.1 5.2 9.9 5.2 4.84.8Bruce & Shelley Forbord Residence10000 199th Street W, Lakeville, MNSheet 2 3 SW-1LOWER LEVELMAIN LEVELUPPER LEVELUPCLPerpendicular floorframing not shownfor clarityWSWH Two-Story Stacked Installation WSWH12X9 AT 1stSTORY- IS TRIMMABLEFOR 8'-9" FINISHEDHEIGHTTWO-STORYSTACKED-ON WALLCONNECTOR KIT MODELWSWH-TSS12KTWSWH12X9 AT2nd STORYFOR FOUNDATIONDETAILS, SEE 1/SW-11FOUNDATION ANCHORAGE REINFORCEMENT(4) WSWH12X9(2) WSWH-TSS12KTINSTALL PER SIMPSON LETTER L-L-WSWHTSS21DATED JUNE 30, 2021Simpson Strongtie Wood StrongwallsPart #: 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total __140___________ Amount Continuous_______70_______ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS Address____________________________________ Address_________________________________________________ HEAT GAIN COOLING LOAD CALCULATION Address:10000 199th St W Basement Running Wall Below Grade 142 X Wall Height:8 =1136 SQUARE FT OF GROSS WALL BELOW GRADE -MINUS- 154 SQUARE FT OF GROSS WINDOWS & DOORS =EQUALS= 982 NET WALL BELOW GRADE First Floor RUNNING WALLS:142 x WALL HEIGHT:8 =1136 SQUARE FT OF GROSS WALL FIRST FLOOR Second Floor +PLUS+ RUNNING WALLS:144 x WALL HEIGHT:8 =1152 SQUARE FT OF GROSS WALL SECOND FLOOR Third Floor +PLUS+ RUNNING WALLS:x WALL HEIGHT:=SQUARE FT OF GROSS WALL THIRD FLOOR -MINUS- 657 SQUARE FT OF GROSS WINDOWS & DOORS =EQUALS= 1631 NET WALL ABOVE GRADE WINDOW & DOORS (SQFT):811 X HTM 32 =25952 BTU HOUSE INFILTRATION HOUSE (SQFT X 1.3) 3690 X HTM 1.3 =4797 BTU NET WALL BELOW GRADE (FROM ABOVE) 982 X HTM 1 =982 BTU NET WALL ABOVE GRADE (FROM ABOVE) 1631 X HTM 4 =6524 BTU CEILING SQFT 1290 X HTM 1.6 =2064 BTU FLOOR SQFT 1290 X HTM 0 =0 BTU NUMBER OF BEDROOMS/PEOPLE 3 X HTM 530 =1590 BTU KITCHEN & BATH ALLOWANCE -----X HTM -----------------=1250 BTU =SUBTOTAL BTU/HEAT GAIN= GAINS FROM DUCTWORK IN CRAWL SPACE (SUBTOTAL BTU FROM ABOVE) X HTM .09 =BTU IN ATTIC (SUBTOTAL BTU FROM ABOVE) X HTM .13 =BTU =TOTAL BTU/ HEAT GAIN= 43159 BTU 43159 BTU HEAT LOSS LOAD CALCULATION CUSTOMERS ADDRESS BASEMENT Running Wall Below Grade: X Wall Height: = SQUARE FT OF GROSS WALL BELOW GRADE -MINUS- SQUARE FT OF GROSS WINDOWS & DOORS =EQUALS= FIRST FLOOR Running Walls: X Wall Height: = SQUARE FT OF GROSS WALL FIRST FLOOR SECOND FLOOR + PLUS+ Running Walls: X Wall Height: = SQUARE FT OF GROSS WALL SECOND FLOOR THIRD FLOOR + PLUS+ Running Walls: X Wall Height: = SQUARE FT OF GROSS WALL THIRD FLOOR -MINUS- =EQUALS= NET WALL BELOW GRADE SQUARE FT OF GROSS WINDOWS+DOORS NET WALL ABOVE GRADE WINDOWS + DOORS (SF) X HTM = BTU INFILTRATION (Windows + Doors) X 1.3 X HTM = BTU Net Wall Below Grade (From Above) X HTM = BTU Net Wall above Grade (From Above) X HTM = BTU Ceiling Sq Ft X HTM = BTU Floor Sq Ft X HTM = BTU TOTAL BTU