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