Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
LA164346 - 16254 Dutch Barn Dr Permit Pack
RESIDENTIAL 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 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: O F S H E E T Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. 1 1 1 M A O C . O . C . O . R E V I S I O N S : P E R M I T C U S T O M E R . . 8 / 1 6 / 1 8 8 / 2 8 / 1 8 8 / 3 0 / 1 8 . . D R A W N B Y : . . . . . . . . A P P R O X I M A T E S Q U A R E F O O T A G E A B O V E G R A D E F I N I S H E D B E L O W G R A D E F I N I S H E D B E L O W G R A D E U N F I N I S H E D G A R A G E S Q . F T . S Q . F T . S Q . F T . S Q . F T . 1 , 7 6 3 1 , 3 8 7 3 7 6 5 7 3 C o n c e p t A p p r o v a l O N L Y S u b j e c t t o F i e l d I n s p e c t i o n I n s p e c t o r D a t e 2 0 1 5 M N B l d g C o d e 0 9 / 1 3 / 2 0 1 8 d m a t h e w s O F S H E E T Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. 2 1 1 M A O C . O . C . O . R E V I S I O N S : P E R M I T C U S T O M E R . . 8 / 1 6 / 1 8 8 / 2 8 / 1 8 8 / 3 0 / 1 8 . . D R A W N B Y : . . . . . . . . O F S H E E T Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. 3 1 1 M A O C . O . C . O . R E V I S I O N S : P E R M I T C U S T O M E R . . 8 / 1 6 / 1 8 8 / 2 8 / 1 8 8 / 3 0 / 1 8 . . D R A W N B Y : . . . . . . . . 2 . 2 5 5 6 Shearwall H o l d o w n s U F E R G r o u n d - P r o v i d e 2 0 ' R e b a r i n f o o t i n g a n d s t u b u p n e a r e l e c t r i c a l s e r v i c e p a n e l . O F S H E E T Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. 4 1 1 M A O C . O . C . O . R E V I S I O N S : P E R M I T C U S T O M E R . . 8 / 1 6 / 1 8 8 / 2 8 / 1 8 8 / 3 0 / 1 8 . . D R A W N B Y : . . . . . . . . × 3 . 5 4 4 4 4 3 . 5 2 . 6 6 4 S h e a r p a n e l w / h o l d o w n s 4 4 4 4 4 4 33 Shearwall Shearwall - M i n . 1 5 " c l e a r a n c e t o a n y o b s t r u c t i o n f r o m c e n t e r o f W . C . , 2 4 " i n f r o n t ( t y p ) . O F S H E E T Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. 5 1 1 M A O C . O . C . O . R E V I S I O N S : P E R M I T C U S T O M E R . . 8 / 1 6 / 1 8 8 / 2 8 / 1 8 8 / 3 0 / 1 8 . . D R A W N B Y : . . . . . . . . O F S H E E T Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. 6 1 1 M A O C . O . C . O . R E V I S I O N S : P E R M I T C U S T O M E R . . 8 / 1 6 / 1 8 8 / 2 8 / 1 8 8 / 3 0 / 1 8 . . D R A W N B Y : . . . . . . . . R - 4 o n p i p e i n a t t i c O F S H E E T Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. 7 1 1 M A O C . O . C . O . R E V I S I O N S : P E R M I T C U S T O M E R . . 8 / 1 6 / 1 8 8 / 2 8 / 1 8 8 / 3 0 / 1 8 . . D R A W N B Y : . . . . . . . . O F S H E E T Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. 8 1 1 M A O C . O . C . O . R E V I S I O N S : P E R M I T C U S T O M E R . . 8 / 1 6 / 1 8 8 / 2 8 / 1 8 8 / 3 0 / 1 8 . . D R A W N B Y : . . . . . . . . O F S H E E T Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. 9 1 1 M A O C . O . C . O . R E V I S I O N S : P E R M I T C U S T O M E R . . 8 / 1 6 / 1 8 8 / 2 8 / 1 8 8 / 3 0 / 1 8 . . D R A W N B Y : . . . . . . . . 1/4"1-1/2" O F S H E E T Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. 1 0 1 1 M A O C . O . C . O . R E V I S I O N S : P E R M I T C U S T O M E R . . 8 / 1 6 / 1 8 8 / 2 8 / 1 8 8 / 3 0 / 1 8 . . D R A W N B Y : . . . . . . . . L E D L E D L O W V O L T A G E L E D L E D C F L H A L O G E N L E D O F S H E E T Copyright of these documents is owned by Robert Thomas Homes, Inc. and reserves ALL rights. These plans may not be re-used, copied or assigned to another party nor shall they be modified or used in part in other designs without the prior written consent of Robert Thomas Homes, Inc. 1 1 1 1 M A O C . O . C . O . R E V I S I O N S : P E R M I T C U S T O M E R . . 8 / 1 6 / 1 8 8 / 2 8 / 1 8 8 / 3 0 / 1 8 . . D R A W N B Y : . . . . . . . . L E D L E D L O W V O L T A G E L E D L E D C F L H A L O G E N L E D COPYRIGHT HANSON GROUP, LLC 2017© D e s c r i p t i o n D a t e R e v i s i o n N o v e m b e r 7 , 2 0 1 7 P r o j e c t N u m b e r : D a t e : 7 . 6 1 8 S 1 1 S h e e t s : o f 2 P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : R y a n M a c k 1 1 - 7 - 1 7 4 6 6 7 3 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . 4 Q D G T V 6 J Q O C U * Q O G U + P E 1 6 9 7 2 B r a n d t j e n F a r m D r i v e L a k e v i l l e , M N 5 5 0 4 4 3 4 0 7 K i l m e r L a n e N S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 6 G N 6 1 2 - 7 0 8 - 3 5 7 2 Y Y Y J C P U Q P I T Q W R O P E Q O P L A N S S H O W N L I G H T I N B A C K G R O U N D A R E F O R L O C A T I O N R E F E R E N C E O N L Y . P L A N N O T E S A N D E L E M E N T S S H O W N L I G H T M A Y N O T N E C E S S A R I L Y S U P P O R T T H E H A N S O N G R O U P ' S D E S I G N . I n v e r n e s s M o d e l M i n n e s o t a C o n s t r u c t i o n EXTERIOR BEARING WALLEXTERIOR NON-BEARING WALL ROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHINTERIOR BEARING WALLINTERIOR NON-BEARING WALL PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE “MAIN WINDFORCE RESISTING SYSTEM” FOR THE ENTIRE RESIDENTIALSTRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FORTHE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BESTANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE, TOJOISTS/TRUSSES/BLOCKING ABOVE, AND TO JOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOTNECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSS TOTOP PLATE w/ (3) 8dTOENAILS NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACH NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANEL FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END (4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILS SIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSES FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL (4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH END FLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION (ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILS NAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(UPPER LEVELTRUSS BEARINGWALLS ONLY)REPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 4, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 3.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 2.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 - SFB & CS-SFB.A.2x6 STUDS SPACED @ 16" O.C.B.MIN. WALL SHEATHING: 12 " FIBERBOARD SHEATHING w/ 134" GALVANIZED ROOF NAILS OR 8d NAILS OR 112" 16GAUGE STAPLES @ 3" O.C AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS.3.NOTED "OSB" EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP & CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.C.A MINIMUM 24-INCH WOOD STRUCTURAL PANEL CORNER RETURN SHALL BE PROVIDED AT BOTH ENDS OF ACONTINUOUSLY-SHEATHED BRACED WALL LINE IN ACCORDANCE WITH FIGURE R602.10.7. IN LIEU OF THECORNER RETURN, A TIE-DOWN DEVICE WITH A MINIMUM UPLIFT DESIGN VALUE OF 800 POUNDS (SIMPSONLSTA36, MSTC28, OR EQUIVALENT) SHALL BE FASTENED TO THE CORNER STUD AND TO THE FOUNDATION(SIMPSON LTT19, LTT20B, HTT4, OR EQUIVALENT) OR FRAMING BELOW IN ACCORDANCE WITH FIGURE R602.10.7.4.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)5.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.6.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.7.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.8.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).9.THE COVERED ENTRY, DECK, AND OPTIONAL SCREEN PORCH ARE CONSIDERED BY THE HANSON GROUP TO BEPRIMARILY OPEN, NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCESYSTEM OF THE HOME. PROVIDE CODE REQUIRED LEDGER TENSION AND UPLIFT CONNECTIONS. CONTACT THEHANSON GROUP IF A RIGID DESIGN OF THESE AREAS IS DESIRED.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODE T H E R E Q U I R E M E N T S S H O W N D I R E C T L Y A B O V E O N L Y A P P L Y T O W A L K O U T F O U N D A T I O N S T H E R E Q U I R E M E N T S S H O W N D I R E C T L Y A B O V E O N L Y A P P L Y T O L O O K O U T F O U N D A T I O N S P A R T I A L L O W E R L E V E L H O U S E P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y ( A C T U A L L A Y O U T M A Y B E M I R R O R E D ) 1 S 1 R E F E R E N C E P L A N 4 - S E A S O N P O R C H O P T I O N 4 - S E A S O N P O R C H O P T I O N 4 - S E A S O N P O R C H O P T I O N M A I N L E V E L H O U S E P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y ( A C T U A L L A Y O U T M A Y B E M I R R O R E D ) 2 S 1 R E F E R E N C E P L A N (2.6-FT)(3.5-FT) (4-FT) (4-FT) (4-FT) ( 6 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) ( 3 . 5 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) (3-FT)(3-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE B R A C E D W A L L L I N E B R A C E D W A L L L I N E B R A C E D W A L L L I N E (3-FT)(3-FT)BRACED WALL LINE (4-FT)BRACED WALL LINE (3-FT)(5-FT)(5-FT) (3-FT)(5-FT)(5-FT) (2.25-FT)(5-FT)(6-FT) (2.25-FT)(5-FT)(6-FT) C O N S T R U C T S H E A R W A L L A S S H O W N I N 1 / S 2 C O N S T R U C T S H E A R W A L L A S S H O W N I N 1 / S 2 C O N S T R U C T S H E A R W A L L A S S H O W N I N 2 / S 2 C O N S T R U C T S H E A R W A L L A S S H O W N I N 3 / S 2 C O N S T R U C T R I G I D S H E A R P A N E L A S S H O W N I N 6 / S 2 C O N S T R U C T S H E A R W A L L A S S H O W N I N 5 / S 2 R E F E R T O 7 / S 2 F O R H O L D O W N C O N T I N U A T I O N R E F E R T O 7 / S 2 F O R H O L D O W N C O N T I N U A T I O N R E F E R T O 7 / S 2 F O R H O L D O W N C O N T I N U A T I O N R E F E R T O 7 / S 2 F O R H O L D O W N C O N T I N U A T I O N P R O V I D E 1 4 " x 4 " C O N C R E T E S C R E W S @ 1 6 " O . C . T H R U S I L L P L A T E I N T O F O U N D A T I O N A T T H I S W A L L P O R T I O N I N A D D I T I O N T O A N C H O R B O L T S ( N O T S H O W N ) B L O C K T H R O U G H F L O O R S Y S T E M B E L O W S T U D S A S R E Q ' D 1 2 " Ø S I M P S O N T I T E N H D R O D C O U P L E R w / 8 " E M B E D I N T O C O N C R E T E ( M A Y O M I T & E P O X Y T H R E A D E D R O D 8 " D I R E C T L Y I N T O C O N C R E T E ) 1 2 " Ø T H R E A D E D R O D w / N U T & W A S H E R A T H O L D O W N E N D S I M P S O N H T T 5 H O L D O W N A N C H O R N A I L E D T O D O U B L E S T U D S P R O V I D E D O U B L E S T U D S A T E A C H E N D O F S H E A R W A L L ( M A Y U S E B E A R I N G / K I N G S T U D S A S R E Q ' D ) H E A D E R & B E A R I N G / K I N G S T U D S A T S I D E S O F O P E N I N G S B Y S U P P L I E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D / O S B E X T E R I O R S H E A T H I N G F A S T E N E D T O S T U D S w / 8 d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I N T E R I O R S U P P O R T S T Y P I C A L 2 x 6 S T U D S @ 1 6 " O . C . F A S T E N B O T T O M P L A T E w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S PERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM 1S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.REPLACE HOLDOWN w/SIMPSON MSTC52STRAP LAPPED ACROSSFLOOR SYSTEM w/LOOKOUT/WALKOUTFOUNDATION BELOWAND SEE 7/S2OMIT CONCRETE SCREWSw/ LOOKOUT/WALKOUTFOUNDATION BELOWCOPYRIGHT HANSON GROUP, LLC 2017© D e s c r i p t i o n D a t e R e v i s i o n 4 Q D G T V 6 J Q O C U * Q O G U + P E 1 6 9 7 2 B r a n d t j e n F a r m D r i v e L a k e v i l l e , M N 5 5 0 4 4 P E R F O R A T E D S H E A R W A L L R A I S E D A B O V E F L O O R S Y S T E M 2 S 2 F R A M I N G D E T A I L N O T E I N F O A P P L I E S S Y M M E T R I C A L L Y A C R O S S D E T A I L U N L E S S N O T E D / S H O W N O T H E R W I S E . R E P L A C E H O L D O W N w / S I M P S O N M S T C 5 2 S T R A P L A P P E D A C R O S S F L O O R S Y S T E M w / L O O K O U T / W A L K O U T F O U N D A T I O N B E L O W O M I T C O N C R E T E S C R E W S & S E E 5 / S 2 O R 6 / S 2 F O R A L T E R N A T E C O N N E C T I O N S w / L O O K O U T / W A L K O U T F O U N D A T I O N B E L O W P R O V I D E 1 4 " x 4 " C O N C R E T E S C R E W S @ 1 6 " O . C . T H R U S I L L P L A T E I N T O F O U N D A T I O N A T T H I S W A L L P O R T I O N I N A D D I T I O N T O A N C H O R B O L T S ( N O T S H O W N ) B L O C K T H R O U G H F L O O R S Y S T E M B E L O W S T U D S A S R E Q ' D 1 2 " Ø S I M P S O N T I T E N H D R O D C O U P L E R w / 8 " E M B E D I N T O C O N C R E T E ( M A Y O M I T & E P O X Y T H R E A D E D R O D 8 " D I R E C T L Y I N T O C O N C R E T E ) 1 2 " Ø T H R E A D E D R O D w / N U T & W A S H E R A T H O L D O W N E N D S I M P S O N H T T 5 H O L D O W N A N C H O R N A I L E D T O D O U B L E S T U D S P R O V I D E D O U B L E S T U D S A T E A C H E N D O F S H E A R W A L L ( M A Y U S E B E A R I N G / K I N G S T U D S A S R E Q ' D ) H E A D E R & B E A R I N G / K I N G S T U D S A T S I D E S O F O P E N I N G S B Y S U P P L I E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D / O S B E X T E R I O R S H E A T H I N G F A S T E N E D T O S T U D S w / 8 d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I N T E R I O R S U P P O R T S T Y P I C A L 2 x 6 S T U D S @ 1 6 " O . C . F A S T E N B O T T O M P L A T E w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S N A I L S H E A T H I N G T O H E A D E R w / 8 d N A I L S @ 3 " O . C . E A . W A Y T Y P . S M A L L H A T C H A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S ( N A I L S H E A T H I N G A R O U N D P E R I M E T E R w / ( 2 ) R O W S 8 d N A I L S @ 3 " O . C . S T A G G E R E D & T O P L A T E S / B L O C K I N G @ 3 " O . C . ) S I M P S O N L S T A 2 4 S T R A P O N I N S I D E F A C E O F W A L L ( P R O V I D E S P A C E R T O F L U S H O U T H E A D E R T O W A L L S T U D T H I C K N E S S ) F A S T E N T O P P L A T E T O H E A D E R w / ( 2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . ( 1 ) 2 x 6 B E A R I N G S T U D & ( 1 ) 2 x 6 F U L L H E I G H T S T U D E A C H E N D O F H E A D E R L O C A T E P A N E L J O I N T W I T H I N 2 ' - 0 " F R O M C E N T E R O F W A L L H E I G H T A S R E Q ' D ( 2 x S O L I D B L O C K I N G R E Q U I R E D A T S H E A T H I N G J O I N T ) ( 2 ) 2 x 6 B E A R I N G S T U D S M I N . L E N G T H O F C O N T I N U O U S H E A D E R F A S T E N K I N G S T U D T O H E A D E R w / ( 2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . S 2 F R A M I N G D E T A I L R I G I D S H E A R P A N E L 6 N O T E I N F O A P P L I E S S Y M M E T R I C A L L Y A C R O S S D E T A I L . F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S L A R G E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S w / S T A N D A R D 6 " / 1 2 " N A I L I N G P A T T E R N 1 ' - 5 " ± P R O V I D E 1 4 " x 4 " C O N C R E T E S C R E W S @ 1 6 " O . C . T H R U S I L L P L A T E I N T O F O U N D A T I O N A T T H I S W A L L P O R T I O N I N A D D I T I O N T O A N C H O R B O L T S ( N O T S H O W N ) S I M P S O N H T T 5 H O L D O W N A N C H O R A T L O C A T I O N S S H O W N w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R 1 ' - 5 " ± C O N T I N U O U S L S L / L V L H E A D E R T O S U P P O R T V E R T I C A L L O A D S B Y S U P P L I E R ( M I N . 3 1 2 " W I D T H & M I N . 9 1 2 " D E P T H R E Q ' D ) P r o j e c t N u m b e r : D a t e : S 2 2 S h e e t s : o f 2 P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : R y a n M a c k 4 6 6 7 3 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . 3 4 0 7 K i l m e r L a n e N S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 6 G N 6 1 2 - 7 0 8 - 3 5 7 2 Y Y Y J C P U Q P I T Q W R O P E Q O N o v e m b e r 7 , 2 0 1 7 7 . 6 1 8 1 1 - 7 - 1 7 I n v e r n e s s M o d e l M i n n e s o t a C o n s t r u c t i o n S2 FRAMING DETAILGARAGE SHEARWALL 3 FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS ALONGTHIS SHEARWALL AS WELL ASABOVE OVERHEAD DOORHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSSIMPSON STHD14 HOLDOWN ANCHORFASTENED TO DOUBLE STUDS(REFER TO 4/S2 FOR POST-INSTALLEDHOLDOWN OPTION)(2) 12" Ø ANCHOR BOLTS (7" MIN. EMBED)TYPICAL 2x6 STUDS @ 16" O.C.PROVIDE DOUBLE STUDSAT END OF SHEARWALL HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS BY SUPPLIER P O S T - I N S T A L L E D H O L D O W N O P T I O N 4S2 F R A M I N G D E T A I L S I M P S O N H T T 5 H O L D O W N A N C H O R F A S T E N E D T O D O U B L E S T U D S w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R C O N C R E T E F O U N D A T I O N B E L O W F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S P R O V I D E D O U B L E S T U D S A T E A C H E N D O F S H E A R W A L L ( M A Y U S E B E A R I N G / K I N G S T U D S A S R E Q ' D ) H E A D E R & B E A R I N G / K I N G S T U D S A T S I D E S O F O P E N I N G S B Y S U P P L I E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D / O S B E X T E R I O R S H E A T H I N G F A S T E N E D T O S T U D S w / 8 d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I N T E R I O R S U P P O R T S T Y P I C A L 2 x 6 S T U D S @ 1 6 " O . C . S I M P S O N H T T 5 H O L D O W N A N C H O R A T L O C A T I O N S S H O W N w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R P R O V I D E 1 4 " x 4 " C O N C R E T E S C R E W S @ 1 6 " O . C . T H R U S I L L P L A T E I N T O F O U N D A T I O N A T T H I S W A L L P O R T I O N I N A D D I T I O N T O A N C H O R B O L T S ( N O T S H O W N ) P E R F O R A T E D S H E A R W A L L 5 S 2 F R A M I N G D E T A I L N O T E I N F O A P P L I E S S Y M M E T R I C A L L Y A C R O S S D E T A I L . H O L D O W N C O N T I N U A T I O N 7 S 2 F R A M I N G D E T A I L S I M P S O N M S T C 5 2 S T R A P C E N T E R E D O N F L O O R S Y S T E M ( P R O V I D E 2 x B L O C K I N G I N F L O O R S P A C E A S R E Q ' D ) S I M P S O N H T T 5 H O L D O W N A N C H O R A T L O C A T I O N S S H O W N N A I L E D T O D O U B L E S T U D S w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R I N T O C O N C R E T E P R O V I D E D O U B L E S T U D S F O R S T R A P & H O L D O W N A T T A C H M E N T ( M A Y U S E B E A R I N G / K I N G S T U D S A S R E Q ' D ) © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville © 16254 Dutch Barn Drive 55044Lakeville 40,000 X X 40,000 1664 40,000 3000 3000 1664 3000 .55 .55 .45 40,000 40,000 13.33 13.33 .45 6 1.96 3512 527 240 375 375 527 NR 140 70 Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-10 X R-21 X R-21 X R-21 X R-49 X R-30 X R-30 X R-30 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:80,000 Capacity in Gallons: Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code 6"Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 43VP50E2 DX13SN0301A Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces R-410A Make-up Air Select a Type Rheem Domestic Water Heater Gas MECHANICAL SYSTEMS Rating or Size Efficiency 13SEER /EER Model Heating System Gas Daikin DM92SS0803B Manufacturer Daikin 50 Output in Tons:2.5 Appliances Cooling System To t a l R - V a l u e o f a l l T y p e s o f In s u l a t i o n Type: Check All That Apply Min e r a l F i b e r b o a r d THERMAL ENVELOPE Insulation Location Fo a m , C l o s e d C e l l Fo a m O p e n C e l l Wall No n o r N o t A p p l i c a b l e Fi b e r g l a s s , B l o w n Fi b e r g l a s s , B a t t s Foundation Wall R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: Fuel Type Solar Heat Gain Coefficient (SHGC):0.34 Describe other insulated areas RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.28 Building envelope air tightness: 6 MIL POLY - 4" AGG INTERIOR INTERIOR Below Entire Slab Rig i d , E x t r u d e d P o l y s t y r e n e Rig i d , I s o c y n u r a t e Perimeter of Slab on Grade Ceiling, flat ATTIC EXTERIOR SEALANT Rim Joist (1st Floor) Windows & Doors Ceiling, vaulted Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: 26,44463,467 Heating Gain Cooling Load 70 140 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): 23,892 Residential Load Calculation Heating Loss Bay Windows or cantilevered areas Floors over unconditioned area Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.8/30/2018 New Construction Energy Code Compliance Certificate Name of Residential Contractor Robert Thomas Homes MN License Number BC644819 City Mailing Address of the Dwelling or Dwelling Unit Lakeville16254 Dutch Barn Drive Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 16254 Dutch Barn Drive Robert Thomas Homes Greg Mefford 612-490-1266 greg.mefford@robertthomashomes.com Excavation/construction of single family home 15765 Rob St. Sauver Robert Thomas Homes 952-292-2419 rob.stsauver@traditiondevelopment.com U of MN 5/31/2019 R 100001)))))))))))))))))))))))))))))))))ooooooooooooooooooooooooooooooooooooooor rrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrr ererereeeereeeeerrrrrrreereeeeeeerereeeerererrererrrreeerereereereeeeerrrrrrreeeeeeeereeerrrosooosoooooososososoooooosooosososososososooosssososososososososossssssooososossssssoosooooooooosoosssssssosooooossssssssosssssssssssssssssion anddd sediment control plan. e:______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ D 8/30/18 09/04/18 X KH