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LA166924 - 16215 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: 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 1 12 APPROXIMATE SQUARE FOOTAGE ABOVE GRADE FINISHED BELOW GRADE FINISHED BELOW GRADE UNFINISHED GARAGE SQ. FT. SQ. FT. SQ. FT. SQ. FT. 2,088 580 260 674 Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 02/12/2019dmathews 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 2 12 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 3 12 4.83.75 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. THE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONS 2'-0" 2 ' - 0 " THICKEN SLAB TO 5", REINFORCE w/ #3 BARS @ 24" O.C. EACH WAY OR 6 x 6 - W1.4/W1.4 WELDED WIRE MESH, & PROVIDE #4 x 4'-0" HOOKS SHOWN @ 36" O.C. IN FOUNDATION WALLS AROUND PERIMETER AND CAST INTO INDICATED PORTION OF SLAB STANDARD BASEMENT FOUNDATION WALLS PER CODE VERIFY EXTERIOR GRADE WILL NOT EXCEED 3'-0" BELOW GARAGE SLAB ALONG THIS WALL 2 F2 2 F2 2'-0" 2'- 0 "2" FRAME WALL ABOVE 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. WALL SECTION 2 F2 GARAGE FOUNDATION WALL WITH LOW GRADE #4 x 2'-0" DOWELS @ 72" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING (PROVIDE ADEQUATE FROST PROTECTION) #4 x 4'-0" HOOKS @ 36" O.C. #4 HORIZ. BARS @ 24" O.C. VERT. BAR OPTIONS: #5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. 8" MIN. C.I.P. CONCRETE WALL GARAGE SLAB-ON-GRADE SEE 1/F2 2418+&')4#07.#4/#6'4+#. (14(+..$'.19)#4#)'5.#$ CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL SLAB-ON-GRADE IS IN PLACE (HOOKS INTO SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) NO T T O E X C E E D 5 ' - 0 " 4' - 0 " M I N . GRADE TO BE RELATIVELY LEVEL WITHIN 10 FEET OF FOUNDATION OR REDUCE MAXIMUM UNBALANCED HEIGHT BASED ON SLOPE 016' VERTICAL BARS MAY BE OMITTED WHEN EXTERIOR GRADE IS LESS THAN 2'-6" BELOW GARAGE SLAB ELEVATION. 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 4 12 6 3.5 6 6 6 6 10 4 14 Top of Wall Connections 3.54.5 4 8 3.4 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 5 12 × -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 2 34 Top of Wall Connections 5 5 4 4 3 3 3 44 4 4 4 2.5 3 4 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 6 12 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 7 12 R-4 on pipe in attic 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 8 12 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 9 12 1/ 4 " 1- 1 / 2 " 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 10 12 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 11 12 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED 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. OF SHEET SC H U L T E R E S I D E N C E 16 2 1 5 D U T C H B A R N D R I V E , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 9 . 0 3 . 0 2 - T H E 1 7 0 0 - E L E V A T I O N C DRAWN BY:JJS C.O.1/10/19 CUSTOMER 1/11/19 C.O.1/16/18 PERMIT 1/24/19 REVISIONS: ----1-7 8 12 12 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED COPYRIGHT HANSON GROUP, LLC 2018© D e s c r i p t i o n D a t e R e v i s i o n A p r i l 1 7 , 2 0 1 8 P r o j e c t N u m b e r : D a t e : 8 . 2 3 6 S 1 1 S h e e t s : o f 1 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 - 1 7 - 1 8 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 . 1 7 0 0 M o d e l C 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 RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD 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 3, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 2.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH) (4-FT)(4-FT)(4-FT) (5-FT)(5-FT) ( 4 - F T ) ( 4 - F T ) 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 ( 2 . 5 - F T ) ( 3 - F T ) ( 3 - F T ) ( 3 - F T ) ( 3 - F T ) ( 3 - F T ) ( 3 - F T ) ( 3 - F T ) (4-FT)(4-FT) (5-FT)(5-FT) 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 (4-FT)(8-FT) ( 3 . 5 - F T ) ( 4 . 5 - F T ) ( 4 - F T ) ( 6 - F T ) ( 6 - F T ) (6-FT)(6-FT) ( 3 . 5 - F T ) ( 3 . 4 - F T ) ( 6 - F T ) (14-FT) ( 1 0 - F T ) ( 6 - F T ) (6-FT)(6-FT) ( 3 . 5 - F T ) (6-FT) ( 6 - F T ) (14-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 ( 4 - F T ) B R A C E D W A L L L I N E BRACED WALL LINE BRACED WALL LINE B R A C E D W A L L L I N E ( 3 . 7 5 - F T ) ( 3 . 7 5 - F T ) ( 5 - F T ) ( 4 . 8 - F T ) 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 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 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 U P P 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 ) 3 S 1 R E F E R E N C E P L A 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 C O N S T R U C T 1 9 - 1 1 1 4 " T A L L E X T E R I O R S T A I R W A L L A S F O L L O W S : · 2 x 6 L S L @ 1 2 " O . C . O R 2 x 6 L V L @ 1 6 " O . C . T Y P I C A L F U L L H E I G H T S T U D W A L L F R A M I N G ( B A L L O O N F R A M E D ) · P R O V I D E 2 x 6 B L O C K I N G B E T W E E N S T U D S A T M I D - H E I G H T O F W A L L · P R O V I D E ( 1 ) 2 x 6 L S L / L V L B E A R I N G S T U D & ( 2 ) 2 x 6 L S L O R ( 1 ) 2 x 6 L V L F U L L H E I G H T K I N G S T U D ( S ) E A C H S I D E O F W I N D O W O P E N I N G S · W A L L T O P & B O T T O M P L A T E S M A Y B E S T A N D A R D S P F M A T E R I A L · I N F I L L F R A M I N G A B O V E & B E L O W W I N D O W S L E S S T H A N 1 6 - F T I N L E N G T H M A Y B E 2 x 6 s @ 1 6 " O . C . P R O V I D E T O P O F W A L L C O N N E C T I O N 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 A L O N G I N D I C A T E D P O R T I O N O F W A L L P R O V I D E T O P O F W A L L C O N N E C T I O N 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 A L O N G I N D I C A T E D P O R T I O N O F W A L L P R O V I D E T O P O F W A L L C O N N E C T I O N 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 A L O N G I N D I C A T E D P O R T I O N O F W A L L P R O V I D E T O P O F W A L L C O N N E C T I O N 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 A L O N G I N D I C A T E D P O R T I O N O F W A L L S E E 2 / S 1 F O R T A L L W A L L F R A M I N G I N F O ( 4 - F T ) 4 - B E D R O O M O P T I O N T A N D E M G A R A G E O P T I O N SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM AND STAIRWAY EXTERIOR TALL WALL FRAMINGFOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARDINDUSTRY 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-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.3.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)4.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.5.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.6.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.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.THE COVERED ENTRY, OPTIONAL DECK, AND OPTIONAL SCREEN PORCH ARE CONSIDERED BY THE HANSON GROUPTO BE PRIMARILY OPEN, NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAINWINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED LEDGER TENSION AND UPLIFT CONNECTIONS.CONTACT THE HANSON GROUP IF A RIGID DESIGN OF THESE AREAS IS DESIRED.9.TALL WALL FRAMING IS DESIGNED FOR A H/180 DEFLECTION CRITERIA AT A MINIMUM.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 STUDS:112" WIDTH - 1.3E 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 BRACED WALL LINE COPYRIGHT HANSON GROUP, LLC 2018© 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 r o j e c t N u m b e r : D a t e : F 1 1 S h e e t s : o f 1 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 J u n e 7 , 2 0 1 8 8 . 2 3 6 1 1 - 2 9 - 1 8 1 7 0 0 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 P A R T I A L F O U N D A T I O N H O U S E P L A N S 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 F 1 R E F E R E N C E P L A 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 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 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 F U L L F O U N D A T I O N S (3) #4 LONGITUDINAL BARSAT TOP OF FOOTING #4 HORIZ. BARS@ 24" O.C.10" C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK 5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING 1'-6"3'-6" WALL SECTION 2F1 2" TO VERTICAL BARS & HOOKS RETAINING WALL TYPESTAIRWAY FOUNDATION WALL 1'-6"4'-0"SLOPE GRADE AWAYFROM FOUNDATION(GARAGE SLAB AT SIM. w/OPTIONAL SLAB LEDGE)2"3"8'-4" MAX.6"MIN.SLAB-ON-GRADE CONTRACTOR MAY USE 8" WALL CONSTRUCTEDSIMILAR TO BELOW w/ THE FOLLOWING CHANGES:·5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C.·VERTICAL BAR OPTIONS:#5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. # 4 H O R I Z . B A R S @ 2 4 " O . C . 8 " O R T H I C K E R C O N C R E T E W A L L # 4 V E R T I C A L B A R S @ 3 6 " O . C . # 4 B A R S @ E N D & B E N D O F H O O K 4 ' - 0 " H O O K O P T I O N S : # 5 H O O K S @ 1 8 " O . C . O R # 6 H O O K S @ 3 6 " O . C . 1 0 " T H I C K C . I . P . C O N C R E T E F O O T I N G 1 ' - 0 " 3'-0" 2 " T O V E R T I C A L B A R S & H O O K S 1 ' - 0 " 2 ' - 6 " S L O P E G R A D E A W A Y F R O M F O U N D A T I O N 3" 8'-4" MAX. 3 6 " M I N . S L A B - O N - G R A D E 1 2 " Ø x 1 0 " L O N G A N C H O R B O L T S ( 7 " M I N . E M B E D ) @ 7 2 " O . C . M A X . O R E Q U I V . WOOD WALL WOOD WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OR EQUIV.FRAME WALL ABOVE BY SUPPLIERTREATED 2x8 SILL PLATEw/ 112" MAX. OVERHANG F R A M E W A L L A B O V E B Y S U P P L I E R T R E A T E D 2 x 8 S I L L P L A T E w / 1 1 2 " M A X . O V E R H A N G W A L L S E C T I O N 3 F 1 R E T A I N I N G W A L L T Y P E S T A I R W A Y F O U N D A T I O N W A L L T O B E L O C A T E D I N T H E F I E L D A S R E Q U I R E D A N D A L L O W E D W I T H S I T E G R A D E 3'-6" MAX. 6 " M I N . S L O P E G R A D E A W A Y F R O M F O U N D A T I O N 2 0 " M I N . W I D E x 8 " M I N . T H I C K C O N C R E T E F O O T I N G C E N T E R E D U N D E R W A L L ( D R O P F O R F R O S T A S R E Q ' D ) S L A B - O N - G R A D E # 4 H O R I Z . B A R @ T O P O F W A L L 8 " C . I . P . C O N C R E T E W A L L # 4 x 2 ' - 0 " D O W E L S ( 5 " M I N . E M B E D ) C E N T E R E D I N W A L L @ 2 4 " O . C . D O W E L S M U S T B E W E T S E T O R D R I L L E D A N D E P O X Y G R O U T E D 1 2 " Ø x 1 0 " L O N G A N C H O R B O L T S ( 7 " M I N . E M B E D ) @ 4 8 " O . C . M A X . W A L L S E C T I O N 4 F 1 L O O K O U T F O U N D A T I O N W A L L T O B E L O C A T E D I N T H E F I E L D A S R E Q U I R E D A N D A L L O W E D W I T H S I T E G R A D E T R E A T E D 2 x 8 S I L L P L A T E w / 1 1 2 " M A X . O V E R H A N G S E E P L A N F O R T A L L W A L L F R A M I N G 2 F 1 2 F 1 3 F 1 4 F 1 A S A L L O W E D w / S I T E G R A D E - F I E L D V E R I F Y 2 F 1 3 F 1 4 F 1 A S A L L O W E D w / S I T E G R A D E - F I E L D V E R I F Y 241,'%65%12'DESIGN AND DETAIL OF RETAINING WALL TYPE STAIRWAY FOUNDATION WALLS FOR ASINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESEDRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE.016'51.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPAREDBY ROBERT THOMAS HOMES FOR ALL OTHER INFORMATION.2.THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THEPROJECT SCOPE ABOVE. DESIGN OF THE REMAINING HOME IS BY OTHERS. A SITE VISITWAS NOT CONDUCTED OR REQUESTED.3.ARCHITECTURAL ELEMENTS, CIVIL AND DRAINAGE CONSIDERATIONS, AND MEANS ANDMETHODS OF CONSTRUCTION ARE NOT INCLUDED UNDER THE SCOPE OF THISDOCUMENT. PROPERTY BOUNDARIES, RETAINING WALLS, GRADING, EXCAVATION,OVERALL SLOPE STABILITY, VERIFICATION OF INFORMATION, AS WELL AS DRAINAGE ISBY OTHERS.4.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL ASTHEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.5.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS.6.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.WALL RELIES ON THE SLAB-ON-GRADE FLOOR FOR LATERAL SUPPORT. SLAB IS TO BE INPLACE PRIOR TO BACKFILLING, OR ADEQUATE TEMPORARY LATERAL BRACING IS TO BEINSTALLED.7.BULKHEAD FOOTINGS FOR RETAINING WALL TYPE FOUNDATIONS AT STEP LOCATIONS.DO NOT JUMP FOOTINGS.8.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS ANANCHOR WITHIN 12" OF EACH END.9.BUILDER IS TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACTENGINEER IF ANY DISCREPANCIES ARISE./#6'4+#.5CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER ANDVAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:CLAY (GROUP III) geq = 60 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED).1#&5ROOF LIVE LOAD: 35 PSFROOF DEAD LOAD: 15 PSFHOUSE FLOOR LIVE LOAD: 40 PSFWOOD FLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. B%1&'52015 MINNESOTA RESIDENTIAL CODE S h e e t F 2 A d d e d 1 1 - 2 9 - 1 8 1 4 ' ( ' 4 6 1 5 * ' ' 6 ( ( 1 4 # . 6 ' 4 0 # 6 ' ( 1 7 0 & # 6 + 1 0 4 ' 3 7 + 4 ' / ' 0 6 5 9 + 6 * 6 # 0 & ' / ) # 4 # ) ' COPYRIGHT HANSON GROUP, LLC 2018© 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 r o j e c t N u m b e r : D a t e : F 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 1 1 - 2 9 - 1 8 8 . 2 3 6 1 1 - 2 9 - 1 8 1 7 0 0 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 P A R T I A L F O U N D A T I O N H O U S E P L A N S 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 F 2 R E F E R E N C E P L A N S THE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLYTO WALKOUT FOUNDATIONS 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 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 F U L L F O U N D A T I O N S 2 ' - 0 " 2 ' - 0 " T H I C K E N S L A B T O 5 " , R E I N F O R C E w / # 3 B A R S @ 2 4 " O . C . E A C H W A Y O R 6 x 6 - W 1 . 4 / W 1 . 4 W E L D E D W I R E M E S H , & P R O V I D E # 4 x 4 ' - 0 " H O O K S S H O W N @ 3 6 " O . C . I N F O U N D A T I O N W A L L S A R O U N D P E R I M E T E R A N D C A S T I N T O I N D I C A T E D P O R T I O N O F S L A B S T A N D A R D B A S E M E N T F O U N D A T I O N W A L L S P E R C O D E S T A N D A R D G A R A G E F O U N D A T I O N W A L L S P E R C O D E 2 ' - 0 " 2 ' - 0 " T H I C K E N S L A B T O 5 " , R E I N F O R C E w / # 3 B A R S @ 2 4 " O . C . E A C H W A Y O R 6 x 6 - W 1 . 4 / W 1 . 4 W E L D E D W I R E M E S H , & P R O V I D E # 4 x 4 ' - 0 " H O O K S S H O W N @ 3 6 " O . C . I N F O U N D A T I O N W A L L S A R O U N D P E R I M E T E R A N D C A S T I N T O I N D I C A T E D P O R T I O N O F S L A B S T A N D A R D B A S E M E N T F O U N D A T I O N W A L L S P E R C O D E 2 ' - 0 " 2'-0" 2 " F R A M E W A L L A B O V E 1 2 " Ø x 1 0 " L O N G A N C H O R B O L T S ( 7 " M I N . E M B E D ) @ 7 2 " O . C . M A X . W A L L S E C T I O N 2 F 2 G A R A G E F O U N D A T I O N W A L L W I T H L O W G R A D E # 4 x 2 ' - 0 " D O W E L S @ 7 2 " O . C . ( 5 " M I N . E M B E D ) 2 0 " W I D E x 8 " D E E P M I N . C O N C R E T E S T R I P F O O T I N G ( P R O V I D E A D E Q U A T E F R O S T P R O T E C T I O N ) # 4 x 4 ' - 0 " H O O K S @ 3 6 " O . C . # 4 H O R I Z . B A R S @ 2 4 " O . C . V E R T . B A R O P T I O N S : # 5 B A R S @ 2 4 " O . C . O R # 6 B A R S @ 3 6 " O . C . 8 " M I N . C . I . P . C O N C R E T E W A L L G A R A G E S L A B - O N - G R A D E S E E 1 / F 2 2 4 1 8 + & ' ) 4 # 0 7 . # 4 / # 6 ' 4 + # . ( 1 4 ( + . . $ ' . 1 9 ) # 4 # ) ' 5 . # $ C O N T R A C T O R I S T O P R O V I D E T E M P O R A R Y T O P O F W A L L B R A C I N G U N T I L S L A B - O N - G R A D E I S I N P L A C E ( H O O K S I N T O S L A B P R O V I D E R E Q U I R E D T O P O F W A L L L A T E R A L S U P P O R T ) NOT TO EXCEED 5'-0"4'-0" MIN. 2 ' - 0 " 2'-0" 2 " F R A M E W A L L A B O V E 1 2 " Ø x 1 0 " L O N G A N C H O R B O L T S ( 7 " M I N . E M B E D ) @ 7 2 " O . C . M A X . W A L L S E C T I O N 3 F 2 G A R A G E F O U N D A T I O N W A L L W I T H L O W G R A D E # 4 x 2 ' - 0 " D O W E L S @ 4 8 " O . C . ( 5 " M I N . E M B E D ) 2 0 " W I D E x 8 " D E E P M I N . C O N C R E T E S T R I P F O O T I N G ( P R O V I D E A D E Q U A T E F R O S T P R O T E C T I O N ) # 4 x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e s c r i p t i o n D a t e R e v i s i o n 2 F2 2 F 2 0 1 6 ' V E R T I C A L B A R S M A Y B E O M I T T E D W H E N E X T E R I O R G R A D E I S L E S S T H A N 2 ' - 6 " B E L O W G A R A G E S L A B E L E V A T I O N . 2 ' - 0 " 2 ' - 0 " THICK E N S L A B T O 5 " , R E I N F O R C E w / #3 BAR S @ 2 4 " O . C . E A C H W A Y O R 6 x 6 - W1.4/ W 1 . 4 W E L D E D W I R E M E S H , & PROVI D E # 4 x 4 ' - 0 " H O O K S S H O W N @ 3 6 " O.C. IN F O U N D A T I O N W A L L S A R O U N D PERIM E T E R A N D C A S T I N T O I N D I C A T E D PORTI O N O F S L A B STANDARDBASEMENTFOUNDATIONWALLS PER CODE 3F23F22F2 E X T E N D R E I N F O R C E D S L A B & H O O K S T O A P P R O X . L O C A T I O N O F E X T E R I O R G R A D E N O T E X C E E D I N G 3 ' - 0 " B E L O W G A R A G E S L A B 241,'%65%12'DESIGN OF THE REAR AND EXTERIOR SIDE GARAGE CAST-IN-PLACE CONCRETEFOUNDATION WALLS WITH A LOW EXTERIOR GRADE CONDITION WITH THE TANDEMGARAGE OPTION. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESEDRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THECODE.)'0'4#.016'51.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANSPREPARED BY ROBERT THOMAS HOMES FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THEPROJECT SCOPE ABOVE. THE DESIGN OF THE REMAINING HOME IS BY OTHERS.3.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONSBEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IFDISCREPANCIES ARISE.4.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELLAS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.5.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, INCLUDINGALL WALL CORNERS & INTERSECTIONS.6.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL ASAN ANCHOR WITHIN 12" OF EACH END.7.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALLALIGNMENT.8.ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.9.TOP OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TOBACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS./#6'4+#.5CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,000 PSI WITHAN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:SANDY CLAY SOIL (TYPE II) geq = 45 PSF/FT (ACTIVE)GRANULAR FILL:SAND SOIL (TYPE I) geq = 30 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED).1#&5ROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSF%1&'52015 MINNESOTA RESIDENTIAL CODE 4 ' ( ' 4 6 1 5 * ' ' 6 ( ( 1 4 5 6 # + 4 9 # ; ( 1 7 0 & # 6 + 1 0 4 ' 3 7 + 4 ' / ' 0 6 5 9 + 6 * 1 7 6 6 # 0 & ' / ) # 4 # ) ' © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 © 16215 Dutch Barn Drive Lakeville 55044 40,000 X X 40,000 1776 40,000 3000 3000 1776 3000 .59 .59 .41 40,000 40,000 13.33 13.33 .41 5.5 2.7 2928 439 240 375 375 439 NR 135 68 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-20 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:60,000 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: XL o w : 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 DX13SN0241B 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 DM92SS0603BN Manufacturer Daikin 50 Output in Tons:2 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 Mi n 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 Fib e r g l a s s , B l o w n Fib 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 Ri g i d , E x t r u d e d P o l y s t y r e n e Ri g 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: 21,04842,215 Heating Gain Cooling Load 68 135 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): 18,270 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.1/24/2019 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 Lakeville16215 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 16215 Dutch Barn Drive Robert Thomas Homes Greg Anderson 952-378-0086 greg.anderson@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 1/24/19 01/28/19 X KP