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LA173947 - 7929 183rd St W 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: 3/8"=1'-0" 1 FRONT ELEVATION B - STONE Drawing No. Re v i s i o n s / C u s t o m O p t i o n s Co m m u n i t y : Ad d r e s s : Ci t y : Sh e e t T i t l e : 53 5 4 P a r k d a l e D r . # 1 0 0 St . L o u i s P a r k , M N 5 5 4 1 6 76 3 . 5 8 6 . 7 2 0 0 Lo t : Bl o c k : Da t e By Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . A l l dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n s t r u m e n t s o f se r v i c e c o p y r i g h t e d b y M / I H o m e s , I n c . a n d m u s t b e re t u r n e d u p o n r e q u e s t . T h e s e p l a n s a r e f o r co n s t r u c t i o n p u r p o s e s o n l y . T h e s e p l a n s m a y v a r y fr o m m o d e l h o m e s a n d m a r k e t i n g m a t e r i a l s . Co n t r a c t o r t o v e r i f y s u i t a b i l i t y o f p l a n s w i t h o w n e r . Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . Mo d e l : El e v a t i o n : Cl i e n t : This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job # X XFi n a l A p p r o v a l Da t e Ad d i t i o n : FR O N T E L E V A T I O N BS KDL 08-05-2019 AV0067 AV O N L E A 79 2 9 1 8 3 r d S T R E E T W E S T LA K E V I L L E , M N 5 5 0 4 4 HI L C R E S T BR A M B I L L A 7 9 4t h Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 09/19/2019shutchins 3/16"=1'-0" 1 SIDE ELEVATION 3/16"=1'-0" 2 REAR ELEVATION 3/16"=1'-0" 3 SIDE ELEVATION 4 ROOF PLAN 3/16"=1'-0" Drawing No. Re v i s i o n s / C u s t o m O p t i o n s Co m m u n i t y : Ad d r e s s : Ci t y : Sh e e t T i t l e : 53 5 4 P a r k d a l e D r . # 1 0 0 St . L o u i s P a r k , M N 5 5 4 1 6 76 3 . 5 8 6 . 7 2 0 0 Lo t : Bl o c k : Da t e By Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . A l l dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n s t r u m e n t s o f se r v i c e c o p y r i g h t e d b y M / I H o m e s , I n c . a n d m u s t b e re t u r n e d u p o n r e q u e s t . T h e s e p l a n s a r e f o r co n s t r u c t i o n p u r p o s e s o n l y . T h e s e p l a n s m a y v a r y fr o m m o d e l h o m e s a n d m a r k e t i n g m a t e r i a l s . Co n t r a c t o r t o v e r i f y s u i t a b i l i t y o f p l a n s w i t h o w n e r . Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . Mo d e l : El e v a t i o n : Cl i e n t : This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job # X XFi n a l A p p r o v a l Da t e Ad d i t i o n : EX T . E L E V A T I O N S , R O O F P L A N BS KDL 08-05-2019 AV0067 AV O N L E A 79 2 9 1 8 3 r d S T R E E T W E S T LA K E V I L L E , M N 5 5 0 4 4 HI L C R E S T BR A M B I L L A 7 9 4t h Drawing No. Re v i s i o n s / C u s t o m O p t i o n s Co m m u n i t y : Ad d r e s s : Ci t y : Sh e e t T i t l e : 53 5 4 P a r k d a l e D r . # 1 0 0 St . L o u i s P a r k , M N 5 5 4 1 6 76 3 . 5 8 6 . 7 2 0 0 Lo t : Bl o c k : Da t e By Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . A l l dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n s t r u m e n t s o f se r v i c e c o p y r i g h t e d b y M / I H o m e s , I n c . a n d m u s t b e re t u r n e d u p o n r e q u e s t . T h e s e p l a n s a r e f o r co n s t r u c t i o n p u r p o s e s o n l y . T h e s e p l a n s m a y v a r y fr o m m o d e l h o m e s a n d m a r k e t i n g m a t e r i a l s . Co n t r a c t o r t o v e r i f y s u i t a b i l i t y o f p l a n s w i t h o w n e r . Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . Mo d e l : El e v a t i o n : Cl i e n t : This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job # X XFi n a l A p p r o v a l Da t e Ad d i t i o n : LO W E R L E V E L F L O O R P L A N BS KDL 08-05-2019 AV0067 AV O N L E A 79 2 9 1 8 3 r d S T R E E T W E S T LA K E V I L L E , M N 5 5 0 4 4 HI L C R E S T BR A M B I L L A 7 9 4t h 1 1/4"=1'-0" LOWER LEVEL FLOOR PLAN 6 6 Shearwall 2/S4 Holdown Holdown Holdown PFH PFH PROVIDE #4 X 5' HOOKS @ 36" O.C. EMBEDDED INTO FOUNDATION WALLS & CAST INTO GARAGE SLAB ALONG STAIRWAY DETAIL 1/S2 UFER Ground (2)2x10 (2)9-1/2 LVL Drawing No. Re v i s i o n s / C u s t o m O p t i o n s Co m m u n i t y : Ad d r e s s : Ci t y : Sh e e t T i t l e : 53 5 4 P a r k d a l e D r . # 1 0 0 St . L o u i s P a r k , M N 5 5 4 1 6 76 3 . 5 8 6 . 7 2 0 0 Lo t : Bl o c k : Da t e By Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . A l l dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n s t r u m e n t s o f se r v i c e c o p y r i g h t e d b y M / I H o m e s , I n c . a n d m u s t b e re t u r n e d u p o n r e q u e s t . T h e s e p l a n s a r e f o r co n s t r u c t i o n p u r p o s e s o n l y . T h e s e p l a n s m a y v a r y fr o m m o d e l h o m e s a n d m a r k e t i n g m a t e r i a l s . Co n t r a c t o r t o v e r i f y s u i t a b i l i t y o f p l a n s w i t h o w n e r . Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . Mo d e l : El e v a t i o n : Cl i e n t : This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job # X XFi n a l A p p r o v a l Da t e Ad d i t i o n : MA I N L E V E L F L O O R P L A N BS KDL 08-05-2019 AV0067 AV O N L E A 79 2 9 1 8 3 r d S T R E E T W E S T LA K E V I L L E , M N 5 5 0 4 4 HI L C R E S T BR A M B I L L A 7 9 4t h 1/4"=1'-0" 1 MAIN LEVEL FLOOR PLAN (2 ) 2 2 " L V L 4 4 4 4 4 4 4 4 4 4 5 5 Connections PFH PFH Drawing No. Re v i s i o n s / C u s t o m O p t i o n s Co m m u n i t y : Ad d r e s s : Ci t y : Sh e e t T i t l e : 53 5 4 P a r k d a l e D r . # 1 0 0 St . L o u i s P a r k , M N 5 5 4 1 6 76 3 . 5 8 6 . 7 2 0 0 Lo t : Bl o c k : Da t e By Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . A l l dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n s t r u m e n t s o f se r v i c e c o p y r i g h t e d b y M / I H o m e s , I n c . a n d m u s t b e re t u r n e d u p o n r e q u e s t . T h e s e p l a n s a r e f o r co n s t r u c t i o n p u r p o s e s o n l y . T h e s e p l a n s m a y v a r y fr o m m o d e l h o m e s a n d m a r k e t i n g m a t e r i a l s . Co n t r a c t o r t o v e r i f y s u i t a b i l i t y o f p l a n s w i t h o w n e r . Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . Mo d e l : El e v a t i o n : Cl i e n t : This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job # X XFi n a l A p p r o v a l Da t e Ad d i t i o n : BU I L D I N G S E C T I O N S BS KDL 08-05-2019 AV0067 AV O N L E A 79 2 9 1 8 3 r d S T R E E T W E S T LA K E V I L L E , M N 5 5 0 4 4 HI L C R E S T BR A M B I L L A 7 9 4t h 1/4"=1'-0" 1 BUILDING CROSS SECTION @ HOUSE/GARAGE 1/4"=1'-0" 2 BUILDING CROSS SECTION @ HOUSE/GARAGE Drawing No. Re v i s i o n s / C u s t o m O p t i o n s Co m m u n i t y : Ad d r e s s : Ci t y : Sh e e t T i t l e : 53 5 4 P a r k d a l e D r . # 1 0 0 St . L o u i s P a r k , M N 5 5 4 1 6 76 3 . 5 8 6 . 7 2 0 0 Lo t : Bl o c k : Da t e By Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . A l l dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n s t r u m e n t s o f se r v i c e c o p y r i g h t e d b y M / I H o m e s , I n c . a n d m u s t b e re t u r n e d u p o n r e q u e s t . T h e s e p l a n s a r e f o r co n s t r u c t i o n p u r p o s e s o n l y . T h e s e p l a n s m a y v a r y fr o m m o d e l h o m e s a n d m a r k e t i n g m a t e r i a l s . Co n t r a c t o r t o v e r i f y s u i t a b i l i t y o f p l a n s w i t h o w n e r . Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . Mo d e l : El e v a t i o n : Cl i e n t : This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job # X XFi n a l A p p r o v a l Da t e Ad d i t i o n : WI N D O W R O U G H O P E N I N G S C H E D U L E AL L NO SCALE 1 WINDOW ROUGH OPENING SCHEDULE KDL 08-05-2019 AV0067 AV O N L E A 79 2 9 1 8 3 r d S T R E E T W E S T LA K E V I L L E , M N 5 5 0 4 4 HI L C R E S T BR A M B I L L A 7 9 4t h 1RIM FLASHING DETAILSCALE 3/4" = 1'-0" 8 " X X F I N A L A P P R O V A L S I G N A T U R E S S C A L E 1 / 2 " = 1 ' - 0 " 5 FIREPLACE FRAMINGSCALE 3" = 1'-0"2PARALLEL RIM DETAIL SCALE 1" = 1'-0"3 R A D O N G A S V E N T S Y S T E M - B A S E M E N T RADON GAS VENT SYSTEMRADON GAS VENT SYSTEM RADON GAS VENT SYSTEM 4 T Y P . C O N S T R U C T I O N N O T E S FINAL REDLINES P.C. CHANGES LAST REVISED FINAL PREP DEC. CHANGES STANDARD CONSTRUCTION DETAILS P A G E 941 NE HILLWIND ROAD, SUITE #300, FRIDLEY, MINNESOTA 55432 GENERAL NOTES: THESE ARCHITECTURAL PLANS AND THE CONSTRUCTED PURSUANT TOTHE PLANS ARE THE EXCLUSIVECOPYRIGHTED PROPERTY OF M/I HOMESAND ARE PROTECTED BY UNITED STATES COPYRIGHT LAW. ANYUNAUTHORIZED USE OF THESE PLANS IS STRICTLY PROHIBITED. COPYRIGHT D - 1 BASEMENT 4 S C A L E : 1 " = 1 ' - 0 " S T O N E & V E N T I N G D E T A I L 3ROOF TRUSS / TRIM FLASHING DETAILSCALE 3" = 1'-0"PARALLEL RIM DETAIL SCALE 1" = 1'-0"1 S T O N E C O R N E R D E T A I L S C A L E 1 " = 1 ' - 0 " 2 3 S L A B O N G R A D E R I M D E T A I L @ S U P P O R T L E D G E S C A L E 1 " = 1 ' FINAL REDLINES P.C. CHANGES LAST REVISED FINAL PREP DEC. CHANGES STANDARD CONSTRUCTION DETAILS P A G E 941 NE HILLWIND ROAD, SUITE #300, FRIDLEY, MINNESOTA 55432 GENERAL NOTES: THESE ARCHITECTURAL PLANS AND THE CONSTRUCTED PURSUANT TOTHE PLANS ARE THE EXCLUSIVE COPYRIGHTED PROPERTY OF M/I HOMESAND ARE PROTECTED BY UNITED STATES COPYRIGHT LAW. ANYUNAUTHORIZED USE OF THESE PLANS IS STRICTLY PROHIBITED. COPYRIGHT D - 2 STONE FINISH P r o j e c t N u m b e r : D a t e : 1 S h e e t s : o f 4 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 . 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 : D a t e : S 1 T r e v o r A x n e r 4 5 4 7 0 D a t e R e v i s i o n D e s c r i p t i o n N o v e m b e r 1 3 , 2 0 1 7 7 . 6 1 6 H i l l c r e s t 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 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 T e l 6 1 2 - 7 0 8 - 3 5 7 2 w w w . h a n s o n g r o u p m n . c o m ©COPYRIGHT THE HANSON GROUP, LLC. 2018 I N D I C A T E S E X T E R I O R B R A C E D W A L L P A N E L w / S H E A T H I N G O N E X T E R I O R F A C E I N A C C O R D A N C E w / F R A M I N G N O T E 9 . P R O V I D E I N C R E A S E D F A S T E N I N G R E Q U I R E M E N T S A S S H O W N B E L O W . I N D I C A T E S E N G I N E E R E D W I N D R E S I S T I N G E L E M E N T S T O B E C O N S T R U C T E D A S S H O W N I N T H E D E T A I L S H E E T S . ( M I N . L E N G T H ) ( M I N . L E N G T H ) E X T E R I O R B E A R I N G W A L L E X T E R I O R N O N - B E A R I N G W A L L R O O F T R U S S F A S T E N E D T O P L A T E S w / 8 d T O E N A I L S @ 6 " O . C . 2 x 4 B L O C K I N G B E T W E E N T R U S S E S N A I L E D T O T O P P L A T E S w / ( 3 ) 8 d N A I L S E A C H I N T E R I O R B E A R I N G W A L L I N T E R I O R N O N - B E A R I N G W A L L P R O V I D E T R U S S D I R E C T L Y I N L I N E w / B R A C E D W A L L P A N E L F A S T E N E D T O P L A T E S w / 8 d T O E N A I L S @ 6 " O . C . T H E S E S H E E T S R E P R E S E N T A C O M P L E T E D E S I G N O F T H E " M A I N W I N D F O R C E R E S I S T I N G S Y S T E M " F O R T H E E N T I R E R E S I D E N T I A L S T R U C T U R E . T H E L O C A T I O N A N D L E N G T H O F E A C H B R A C E D W A L L P A N E L A N D E N G I N E E R E D W I N D R E S I S T I N G E L E M E N T T H A T I S R E Q U I R E D F O R T H E H A N S O N G R O U P ' S D E S I G N I S S H O W N O N T H E S T R U C T U R A L D R A W I N G S . W A L L S N O T S P E C I F I C A L L Y L A B E L E D O N T H E P L A N S M A Y B E S T A N D A R D F R A M I N G . S E C T I O N S S H O W N D E P I C T C O N N E C T I O N S O F B R A C E D W A L L P A N E L S T O R O O F T R U S S E S A B O V E , T O J O I S T S / T R U S S E S / B L O C K I N G A B O V E , A N D T O J O I S T S / T R U S S E S / B L O C K I N G B E L O W . T H E S E P A N E L S A R E N O T N E C E S S A R I L Y R E Q U I R E D T O A L I G N , B U T M A Y D E P E N D I N G O N P L A N L A Y O U T . N A I L L A D D E R T R U S S T O T O P P L A T E S w / 8 d N A I L S @ 6 " O . C . N A I L B O T T O M P L A T E T O L A D D E R T R U S S w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " N A I L E A C H T R U S S T O T O P P L A T E w / ( 3 ) 8 d T O E N A I L S N A I L B O T T O M P L A T E T O B L O C K I N G w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " P R O V I D E F U L L D E P T H B L O C K I N G B E T W E E N T R U S S E S N A I L E D T O T O P P L A T E S w / ( 3 ) 8 d N A I L S E A C H N A I L B O T T O M P L A T E T O B L O C K I N G w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " P R O V I D E T R U S S D I R E C T L Y I N L I N E w / B R A C E D W A L L P A N E L F A S T E N E D T O P L A T E S w / 8 d T O E N A I L S @ 6 " O . C . R O O F T R U S S E S B R A C E D W A L L P A N E L F L A T 2 x 6 @ 2 4 " O . C . ( M I N . ( 3 ) P E R B R A C E D W A L L P A N E L ) S I M P S O N A 3 5 F R A M I N G A N G L E E A C H E N D ( 4 ) 0 . 1 3 1 " Ø x 3 " N A I L S B R A C E D W A L L P A N E L ( 4 ) 0 . 1 3 1 " Ø x 3 " N A I L S S I M P S O N L T P 4 F R A M I N G P L A T E E A C H E N D F L O O R T R U S S E S F L A T 2 x 6 @ 2 4 " O . C . ( M I N . ( 3 ) P E R B R A C E D W A L L P A N E L ) B R A C E D W A L L P A N E L ( 4 ) 0 . 1 3 1 " Ø x 3 " N A I L S S I M P S O N L T P 4 F R A M I N G P L A T E E A C H E N D F L O O R T R U S S E S F L A T 2 x 6 @ 2 4 " O . C . ( M I N . ( 3 ) P E R B R A C E D W A L L P A N E L ) B R A C E D W A L L C O N N E C T I O N B R A C E D W A L L C O N N E C T I O N ( R O O F T R U S S E S ) ( F L O O R T R U S S E S ) D E T A I L S S H O W N A B O V E A R E A L T E R N A T I V E C O N N E C T I O N S T O B E U S E D W H E N B R A C E D W A L L P A N E L D O E S N O T A L I G N W I T H F R A M I N G . I N D I C A T E S I N T E R I O R B R A C E D W A L L P A N E L w / G Y P S U M S H E A T H I N G B O T H F A C E S W I T H E I T H E R F A S T E N E R O P T I O N L I S T E D I N F R A M I N G N O T E 1 0 , S P A C E D A T 4 " O . C . P R O V I D E I N C R E A S E D F A S T E N I N G R E Q U I R E M E N T S A S S H O W N B E L O W . R O O F T R U S S E S F A S T E N E D T O P L A T E S w / ( 3 ) 8 d T O E N A I L S & S I M P S O N H 2 . 5 C L I P 2 x 4 B L O C K I N G B E T W E E N T R U S S E S N A I L E D T O T O P P L A T E S w / ( 3 ) 8 d N A I L S E A C H N A I L E A C H T R U S S T O T O P P L A T E S w / ( 3 ) 8 d T O E N A I L S N A I L B O T T O M P L A T E T O R I B B O N B R A C E / T R U S S w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " F R A M E 2 x 4 B O X A R O U N D S P A C E B E T W E E N T R U S S w / S A M E S H E A T H I N G A N D F A S T E N I N G A S W A L L B E L O W ( O R R E P L A C E w / A D E Q U A T E D E P T H 2 x M E M B E R ) # 1 2 x 3 1 2 " W O O D S C R E W S @ 1 6 " O . C . I N S T A L L E D I N A D D I T I O N T O N A I L S ( U P P E R L E V E L R O O F T R U S S B E A R I N G W A L L S O N L Y ) R E P R E S E N T S F I G U R E R 6 0 2 . 1 0 . 8 . 2 ( 3 ) PROJECT SCOPEDESIGN OF THE MAIN WINDFORCE RESISTING SYSTEM, ENLARGED EGRESS PIT FO U N D A T I O N A N D T H E B E A M S , H E A D E R S , A N D S U P P O R T I N G MEMBERS FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN AC C O R D A N C E W I T H T H E S E D R A W I N G S , S T A N D A R D I N D U S T R Y PRACTICE, AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS P R E P A R E D B Y M / I H O M E S F O R M O R E I N F O R M A T I O N . 2.THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTE D I N T H E P R O J E C T S C O P E A B O V E . D E S I G N O F T H E REMAINING HOME INCLUDING ALL MANUFACTURER ENGINEERED PRODUCTS A R E B Y O T H E R S . 3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR F I E L D C H A N G E S T O T H E H A N S O N G R O U P F O R R E V I E W . 4.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE C O N T R A C T O R . 5.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITION S B E F O R E P R O C E E D I N G W I T H W O R K . N O T I F Y T H E H A N S O N GROUP IF DISCREPANCIES ARISE.6.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE C O N T R A C T O R . FOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WEL L A S T H E I R I N S T A L L A T I O N , A R E T O B E I N A C C O R D A N C E WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS A N A N C H O R W I T H I N 1 2 " O F E A C H E N D A S A P P L I C A B L E . 3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 4 8 " M A T C H I N G H O O K B A R S F O R A L L H O R I Z O N T A L B A R S A T WALL CORNERS AND INTERSECTIONS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIG N M E N T . 5.BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MAT E R I A L T O F R O S T D E P T H ( 4 ' - 0 " M I N I M U M ) . FRAMING NOTES1.ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWIS E . ( 2 ) 2 x 1 0 M E M B E R S S H O W N M A Y B E S U B S T I T U T E D W I T H (2) 1¾" x 7¼" LVL OR (3) 1¾" x 5½" LVL AS REQUIRED.2.ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF O N E B E A R I N G S T U D A T E A C H E N D A N D T W O A T I N T E R M E D I A T E SUPPORTS. ALL 2-PLY LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO H A V E A M I N I M U M O F T W O B E A R I N G S T U D S A T E A C H E N D AND AT INTERMEDIATE SUPPORTS. 3-PLY MEMBERS ARE TO HAVE A MINIMUM O F T H R E E B E A R I N G S T U D S A T E A C H E N D A N D A T INTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDS ARE NOT REQUIRED F O R L V L S U B S T I T U T E D F O R S T A N D A R D S A W N L U M B E R . A L L BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIER I S T O V E R I F Y G I R D E R T R U S S B E A R I N G L E N G T H A N D SUPPORT REQUIREMENTS. BEARING ENHANCERS ARE BY THE SUPPLIER.3.ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING S T U D A T E A C H E N D . E X T E R I O R O P E N I N G S G R E A T E R T H A N SIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KING STUDS A T E A C H E N D , E X C E P T A T T A L L W A L L S A S N O T E D . EXTERIOR OPENINGS GREATER THAN TEN FEET IN WIDTH ARE TO HAVE A MINI M U M O F T H R E E F U L L H E I G H T K I N G S T U D S A T E A C H E N D , EXCEPT AT TALL WALLS AS NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPA N I N D E T E R M I N I N G N U M B E R O F K I N G S T U D S I S T H E F U L L LENGTH OF THE HEADER.4.ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUA L J O I S T H A N G E R S , C L I P S , P O S T C A P S , A N D P O S T B A S E S . 5.CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFA C T U R E R R E Q U I R E M E N T S . 6.VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS.7.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1).8.ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING T O B E F A S T E N E D T O S H E A T H I N G / G Y P B O A R D A S N O T E D BELOW (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR).9.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE F O L L O W I N G C R I T E R I A , U . N . O . , W H I C H M E E T S O R E X C E E D S THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C. (GARAGE WALLS MAY BE 2x4 STUDS)B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAI L S @ 6 " O . C A T P A N E L E D G E S A N D 1 2 " O . C . A T INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.10.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FO L L O W I N G C R I T E R I A , U . N . O . A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5 d C O O L E R N A I L S @ 8 " O . C . M A X . O R T Y P E S / W W A L L B O A R D SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)11.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWIN G C R I T E R I A . A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O . C A T P A N E L E D G E S A N D 1 2 " O . C . A T I N T E R M E D I A T E SUPPORTS.12.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING C R I T E R I A . 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 E Q U I V A L E N T A N D ( 3 ) 8 d T O E N A I L S . C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O. C A T P A N E L E D G E S A N D 1 2 " O . C . A T I N T E R M E D I A T E SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.13.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FAST E N T O G E T H E R W I T H ( 8 ) 1 6 d N A I L S I N L A P Z O N E . A T CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.14.ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUN D A T I O N . 15.CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUS H I N G M A Y O C C U R . A T B O T T O M , P S L T O B E A R D I R E C T L Y O N CONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE.16.ENGINEERING SHOWN ASSUMES NO SILL PLATE OVERHANG AT THE TOP OF TH E F O U N D A T I O N W A L L S . 17.COVERED ENTRY PORCH IS CONSIDERED BY THE HANSON GROUP TO BE A NO N - E S S E N T I A L P R I M A R I L Y O P E N S T R U C T U R E N O T P A R T O F THE MAIN WIND FORCE RESISTING SYSTEM. PROVIDE CODE REQUIRED UPLIFT C O N N E C T I O N S A T A L L P O S T S A N D T E N S I O N C O N N E C T I O N S AT LEDGERS.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,000 PSI WITH AN APPR O V E D A D M I X T U R E T H A T PROVIDES A WATER AND VAPOR RESISTANCE AT LEA S T E Q U I V A L E N T T O 5 , 0 0 0 P S I C O N C R E T E ) CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60 (#4 BARS MAY BE GRADE 40)AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL (MAY VARY):SAND (GROUP I): geq = 30 PSF/FT (ACTIVE)SANDY-CLAY (GROUP II): geq = 45 PSF/FT (ACTIVE)CLAY (GROUP III): geq = 60 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL 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 BETTERLVL:134" WIDTH - 1.9E OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERPSL: 1.8E OR BETTERLOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:90 MPH EXP. CBRICK:40 PSFCODES2015 MINNESOTA RESIDENTIAL CODE M / I H o m e s 5 3 5 4 P a r k d a l e D r i v e , # 1 0 0 S t . L o u i s P a r k , M N 5 5 4 1 6 ABBREVIATIONSTYP.=TYPICALSIM.=SIMILARU.N.O.= UNLESS NO T E D O T H E R W I S E O.C.= ON CENTER= CONTINUOU S O V E R 1 2 - 1 4 - 1 8 3 - 8 - 1 8 1 M i n o r P l a n U p d a t e 1 2 - 1 4 - 1 8 2 M i n o r P l a n U p d a t e s S T A I R S A N D L A N D I N G B Y S U P P L I E R 16" WIDE x 8 " D E E P C O N C R E T E STRIP FO O T I N G T Y P . A T A L L EXTERIOR F O U N D A T I O N WALLS AN D A T A L L I N T E R I O R BEARING W A L L S ( 2 ) 2 x 1 0 BRACEDWALL LINE(3.25-FT)(3.25-FT)BRACEDWALL LINE(3.25-FT)(3.25-FT)BRACEDWALL LINE( 6 - F T ) BRACEDWALL LINE ( 6 - F T ) BRACEDWALL LINE(6-FT)BRACEDWALL LINE P r o j e c t N u m b e r : D a t e : 2 S h e e t s : o f 4 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 . 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 : D a t e : S 2 T r e v o r A x n e r 4 5 4 7 0 D a t e R e v i s i o n D e s c r i p t i o n 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 T e l 6 1 2 - 7 0 8 - 3 5 7 2 w w w . h a n s o n g r o u p m n . c o m © M / I H o m e s 5 3 5 4 P a r k d a l e D r i v e , # 1 0 0 S t . L o u i s P a r k , M N 5 5 4 1 6 L O W E R L E V E L 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 2 R E F E R E N C E P L A N THE REQUIREMENTSSHOWN DIRECTLYABOVE ONLY APPLY TOWALKOUT FOUNDATIONS THE REQUIREMENTSSHOWN DIRECTLYABOVE ONLY APPLY TOLOOKOUT FOUNDATIONS 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 . M A I N L E V E L 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 2 R E F E R E N C E P L A N A L L H E A D E R S T O B E ( 2 ) 2 x 1 0 U . N . O . S E E F R A M I N G N O T E S 1 - 3 O N S 1 F O R M O R E I N F O - B E A R I N G F O R H E A D E R S A N D B E A M S O N L Y N O T E D O N P L A N W H E N E X C E E D I N G F R A M I N G N O T E R E Q U I R E M E N T S V E R I F Y F L O O R A N D R O O F L A Y O U T w / S U P P L I E R , P R O V I D E ( 2 ) 2 x 4 / 6 B R G S T U D S E A C H E N D O F G T s U . N . O . 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 T H E M O R N I N G R O O M O P T I O 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 T H E O W N E R ' S B A T H O P 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 T H E G A R A G E 3 r d S T A L L O P T I O N S E E 4 / S 3 F O R S T E E L A N G L E S U P P O R T F O R B R I C K A B O V E F R O N T O P E N I N G S A S R E Q ' D THE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLY APPLY TOTHE LOWER LEVEL MORNING ROOMOPTION w/ WALKOUT CONDITION THE REQUIREME N T S S H O W N DIRECTLY ABOVE O N L Y A P P L Y T O THE LOWER LEVEL M O R N I N G R O O M OPTION w/ LOOKO U T C O N D I T I O 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 T H E L O W E R L E V E L M O R N I N G R O O M O P T I O N w / F U L L B A S E M E N T C O N D I T I O N B R A C E D W A L L L I N E BRACED WALL LINE ( 4 - F T ) ( 4 - F T ) (4.25-FT) (4-FT)(4-FT) B R A C E D W A L L L I N E ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) C O N S T R U C T P O R T A L F R A M E P A N E L A S S H O W N I N 2 / S 3 BRACED WALL LINE (4-FT) (4-FT) (2) 14" LVL EXTENDED HEADER USE (3) 14" OR (2) 16" LVL w/ BRICK ABOVE DOOR ( 5 - F T ) ( 5 - F T ) ( 4 - F T ) (4-FT) BRACED WALL LINE C O N S T R U C T P O R T A L F R A M E P A N E L A S S H O W N I N 3 / S 3 B R A C E D W A L L L I N E BRACED WALL LINE (6-FT) (2) 1178" LVL EXTENDED HEADER ( 4 ) 2 x 6 B R G O R 5 1 4 x 5 1 4 P S L B R G E A C H E N D - S E E F R A M I N G N O T E 1 5 ( 5 - F T ) ( 5 - F T ) BRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT) B A L L O O N F R A M E W A L L T O B O T T O M O F V A U L T E D G A B L E T R U S S - B R A C E P E R S U P P L I E R BRACED WALL LINE (2.4-FT)(2.4-FT) B R A C E D W A L L L I N E ( 4 - F T ) P R O V I D E 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 R O O F T R U S S S P A N B Y S U P P L I E R T Y P . ( 2 ) 9 1 2 " L V L ( 2 ) 9 1 2 " L V L ( 2 ) 9 1 2 " L V L T R U S S A N D G T S P A N S M A Y V A R Y S L I G H T L Y B A S E D O N E L E V A T I O N D I F F E R E N C E S A T F R O N T O F M O D E L BRACED WALL LINE (4-FT) (6.5-FT) FLOO R T R U S S S P A N BY S U P P L I E R T Y P . B R A C E D W A L L L I N E S E E H O U S E P L A N S F O R F O U N D A T I O N A L I G N M E N T B A S E D O N E L E V A T I O N (4-FT)(6-FT)BRACEDWALL LINE BRACED WALL LINE F 1 F 1 S E E P A D F T G R E Q U I R E M E N T S R E Q ' D F O R 3 R D S T A L L O P T I O N O N L Y C O N C R E T E P A D F O O T I N G S C H E D U L E M A R K F O O T I N G S I Z E R E I N F O R C E M E N T E A C H W A Y F 1 2 ' - 6 " x 2 ' - 6 " x 1 ' - 0 " N O N E F 1 A L T . 2 ' - 6 " x 2 ' - 6 " x 0 ' - 8 " # 5 B A R S @ 1 2 " O . C . L O C A T E R E I N F O R C E M E N T 3 " F R O M T H E B O T T O M O F F O O T I N G N o v e m b e r 1 3 , 2 0 1 7 7 . 6 1 6 H i l l c r e s t 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 G I R D E R T R U S S B Y S U P P L I E R T Y P . (4-FT) (4-FT) (4-FT) (4-FT)(4-FT) ( 3 ) 2 x 1 0 ( 4 - F T ) O M I T P A D F T G S A N D ( 2 ) S T U D S E A C H E N D O F G T I F P R I M A R Y T R U S S E S H A V E I N T E R I O R B R G A T G A R A G E H O U S E S H A R E D W A L L P R O V I D E G T B E L O W N O N - B R G W A L L A B O V E A S R E Q ' D 1 S3 1 S3 ( 2 ) 9 1 2 " L V L ( 2 ) 9 1 2 " L V L ( 2 ) 9 1 2 " L V L ( 2 ) 2 x 1 0 O R G T G T ' s M A Y B E N E E D E D O N E O R B O T H S I D E S O F S T A I R B A S E D O N S T A I R H E A D E R L O C A T I O N (6-FT) (4.25-FT) (4.25-FT) P R O V I D E G T B E L O W N O N - B R G W A L L A B O V E A S R E Q ' D PROVIDE GTBELOW NON-BRGWALL ABOVE ASREQ'D 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 T H E E N L A R G E D E G R E S S P I T O P T I O N S P R O V I D E # 4 x 5 ' - 0 " H O O K S @ 3 6 " O . C . E M B E D D E D I N T O F O U N D A T I O N W A L L S & C A S T I N T O G A R A G E S L A B A S S H O W N B E L O W A L O N G S T A I R W A Y # 4 H O O K S S T A N D A R D H O U S E F O U N D A T I O N W A L L 2 ' - 0 " 3 ' - 0 " 3 - 8 - 1 8 1 M i n o r P l a n U p d a t e (3-FT)(3-FT)COPYRIGHT THE HANSON GROUP, LLC. 2018 1 2 - 1 4 - 1 8 1 2 - 1 4 - 1 8 2 M i n o r P l a n U p d a t e s N O T E : S E E 6 / S 3 F O R F I N I S H E D B A S E M E N T O P T I O N # 1 CONSTRUCTPERFORATEDSHEAR WALL ASSHOWN IN 1/S4 CONSTRU C T PERFORAT E D SHEAR WALL A S SHOWN IN 2/ S 4 WALL SECTION WINDOW WELL 1S3 8'-4" MAX. SLOPE GRADE AWAYFROM FOUNDATIONGRANULARMATERIAL(SAND)2" TO HOOKS& VERTICAL BARS 3'-6" MAX. S L A B - O N - G R A D E VERTICAL BAROPTIONS:#5 @ 36" O.C.#6 @ 48" O.C.8" MIN C.I.P.CONCRETE REARWINDOW WELL WALL5'-0" HOOK OPTIONS#5 @ 18" O.C.#6 @ 24" O.C. 1 6 " x 8 " C O N C R E T E S T R I P F O O T I N G U N D E R H O U S E F O U N D A T I O N W A L L S 3'-0" x 8" MIN. CONCRETESTRIP FOOTING UNDERWINDOW WELL WALL 3'-0"2'-0"PROVIDE 2" RIGIDINSULATION AT BASEOF WELL & UP SIDE& REAR WALLSBELOW GRADE #4 HORIZ. BARS@ 24" O.C. ( 2 ) # 4 x 3 ' - 0 " B A R S B E L O W S L E E V E I N S I D E W A L L F O O T I N G S P R O V I D E S L E E V E F O R 4 " D R A I N T I L E P A S S T H R O U G H I N S I D E W A L L F O O T I N G S 12100% SAND ORGRAVELBACKFILL1'-8"3"6" CLAY CAP RAILING / ACCESSBY OTHERS#4 HORIZ. BARS @ ENDAND BEND OF HOOKS F O U N D A T I O N W A L L B E Y O N D ( 1 ) # 4 H O R I Z O N T A L B A R A T T O P O F W A L L 8 " M I N C . I . P . C O N C R E T E W A L L w / # 4 x 2 ' - 0 " D O W E L S @ 2 4 " O . C . W E T S E T 5 " E M B E D I N T O F O O T I N G P L A C E ( 1 ) # 6 V E R T I C A L B A R F U L L H E I G H T W I T H I N 1 2 " O F O P E N I N G E A C H E N D P L A C E O N E A N C H O R W I T H I N 1 2 " O F O P E N I N G E A C H E N D LINE OF GRANULARBACKFILLREQUIREMENTS S 3 F R A M I N G D E T A I L G A R A G E F R O N T P O R T A L F R A M E 2 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 . 2 ' - 2 3 4 " ± 1 6 ' - 1 1 2 " ± NOT TO EXCEED 12'-0" 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 4 B E A R I N G S T U D & ( 1 ) 2 x 4 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 4 B E A R I N G S T U D S M I N . P R O V I D E 2 x 4 I N F I L L W A L L A B O V E H E A D E R A S R E Q ' D S I M P S O N S T H D 1 4 E M B E D D E D 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 ( R E F E R T O 5 / S 3 F O R A L T E R N A T I V E O P T I O N S ) F O U N D A T I O N W A L L B E L O W L E N G T H O F C O N T I N U O U S H E A D E R ( 2 ) 5 8 " Ø A N C H O R B O L T S ( 7 " M I N . E M B E D ) w / 2 " x 2 " x 3 1 6 " P L A T E W A S H E R 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 M S T C 4 0 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 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 . L A R G E 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 w / S T A N D A R D 6 " / 1 2 " N A I L I N G 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 C O N T I N U O U S L V L H E A D E R - S E E P L A N 2 ' - 2 3 4 " ± 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 5 S 3 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 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 C O N C R E T E F O U N D A T I O N B E L O W S3 FRAMING D E T A I L GARAGE FRONT POR T A L F R A M E ONE-SIDE D 3 1 ' - 1 " ± 8'-112"± NOT TO EXCEED 12'-0" FASTEN TOP PLATE TO H E A D E R w / ( 2 ) ROWS 16d SINKER N A I L S @ 3 " O . C . (1) 2x4 BEARING STUD & ( 1 ) 2 x 4 F U L L HEIGHT STUD THIS EN D O F H E A D E R LOCATE PANEL JOINT WITH I N 2 ' - 0 " F R O M CENTER OF WALL HEIGHT AS RE Q ' D ( 2 x S O L I D BLOCKING REQUIRED AT SHEA T H I N G J O I N T ) (2) 2x4 BE A R I N G S T U D S S I M P S O N S T H D 1 4 E M B E D D E D 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 ( R E F E R T O 5 / S 3 F O R A L T E R N A T I V E O P T I O N S ) FOUNDATION W A L L B E L O W LENGTH OF CONTINUO U S H E A D E R 5 8 " Ø A N C H O R B O L T ( 7 " M I N . E M B E D ) w / 2 " x 2 " x 3 1 6 " P L A T E W A S H E R A T L O C A T I O N S S H O W N NAIL SHEATHING TO H E A D E R w / 8 d NAILS @ 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 M S T C 4 0 S T R A P O N I N S I D E F A C E O F W A L L A T L O C A T I O N S S H O W N ( 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 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 . LARGE HATCH AREAINDICATES 716" OR THICKERPLYWOOD OR OSBSHEATHING APPLIED TOEXTERIOR SIDE OF STUDS w/STANDARD 6"/12" NAILING FASTEN FRAMING ABOVEAS SHOWN FOR BRACEDWALL PANELS(2) 2x4 BEARING STUDS & (2) 2x 4 F U L L HEIGHT STUD THIS END OF HE A D E R PROVIDE 2x4 INFILL WALLABOVE HEADER AS REQ'DCONTINUOUS LVL HEADER- SEE PLAN 1" ∠ 4 x 4 x 1 4 " C O N T . S T E E L A N G L E D E T A I L 4 S 3 ( 1 ) 1 4 " Ø x 4 1 2 " L O N G S I M P S O N S D S S C R E W S O R E Q U I V A L E N T @ 1 2 " O . C . H E A D E R - S E E P L A N B R I C K S U P P O R T A N G L E O V E R F R O N T E L E V A T I O N O P E N I N G S B R I C K V E N E E R B Y O T H E R S 4 ' - 0 " M A X V E N E E R H E I G H T P r o j e c t N u m b e r : D a t e : 3 S h e e t s : o f 4 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 . 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 : D a t e : S 3 T r e v o r A x n e r 4 5 4 7 0 D a t e R e v i s i o n D e s c r i p t i o n 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 T e l 6 1 2 - 7 0 8 - 3 5 7 2 w w w . h a n s o n g r o u p m n . c o m © M / I H o m e s 5 3 5 4 P a r k d a l e D r i v e , # 1 0 0 S t . L o u i s P a r k , M N 5 5 4 1 6 B R I C K N O T E S 1 . V E N E E R I S T O B E A D E Q U A T E L Y F A S T E N E D B A C K T O T H E S T R U C T U R A L S Y S T E M S F O R V E R T I C A L A N D L A T E R A L S T A B I L I T Y . L A T E R A L S T A B I L I T Y I S T O B E A C C O M P L I S H E D W I T H A D E Q U A T E L Y S P A C E D T I E S B Y T H E M A S O N . 2 . A S A N A L T E R N A T I V E T O T H E S U P P O R T E D L I N T E L O P T I O N B E L O W , A T T H E 8 ' - 2 " M A X . 3 r d S T A L L O P T I O N , T H E L I N T E L B E L O W M A Y B E S U B S T I T U T E D w / A 5 x 3 1 2 x 5 1 6 S T E E L A N G L E L O O S E L I N T E L w / T H E L O N G L E G A L I G N E D V E R T I C A L L Y . P R O V I D E 8 " M I N I M U M B E A R I N G E A C H E N D . N o v e m b e r 1 3 , 2 0 1 7 7 . 6 1 6 H i l l c r e s t 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 3 - 8 - 1 8 1 M i n o r P l a n U p d a t e P A R T I A L L O W E R L E V E L 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 ) 6 S 3 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 COPYRIGHT THE HANSON GROUP, LLC. 2018 1 2 - 1 4 - 1 8 1 2 - 1 4 - 1 8 2 M i n o r P l a n U p d a t e s S T A I R S A N D L A N D I N G B Y S U P P L I E R 1 6 " W I D E x 8 " D E E P C O N C R E T E S T R I P F O O T I N G T Y P . A T A L L E X T E R I O R F O U N D A T I O N W A L L S A N D A T A L L I N T E R I O R B E A R I N G W A L L S ( 2 ) 2 x 1 0 F L O O R T R U S S S P A N B Y S U P P L I E R T Y P . ( 2 ) 2 x 1 0 O R G T G T ' s M A Y B E N E E D E D O N E O R B O T H S I D E S O F S T A I R B A S E D O N S T A I R H E A D E R L O C A T I O N S E E 1 / S 2 BRACED WALL LINE BRACED WALL LINE (3-FT)(6-FT) 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 (3-FT)(3-FT) (3-FT)(6-FT)(3-FT)(3-FT) A L L H E A D E R S T O B E ( 2 ) 2 x 1 0 U . N . O . S E E F R A M I N G N O T E S 1 - 3 O N S 1 F O R M O R E I N F O - B E A R I N G F O R H E A D E R S A N D B E A M S O N L Y N O T E D O N P L A N W H E N E X C E E D I N G F R A M I N G N O T E R E Q U I R E M E N T S V E R I F Y F L O O R L A Y O U T w / S U P P L I E R , P R O V I D E ( 2 ) 2 x 4 / 6 B R G S T U D S E A C H E N D O F G T s U . N . 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 . 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 F O R C L A R I T Y ) 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 - S E E A B O V E P L A N A N D F R A M I N G N O T E S 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 . PERF O R A T E D S H E A R W A L L FRA M I N G 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 NOTEINFO APPLIES SY M M E T R I C A L L Y A C R O S S D E T A I L UNLESS NOTED O R S H O W N O T H E R W I S E . 8'-2"± S I M P S O N S T H D 1 4 E M B E D D E D 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 ( R E F E R T O 5 / S 3 F O R A L T E R N A T I V E O P T I O N S ) P r o j e c t N u m b e r : D a t e : 4 S h e e t s : o f 4 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 . 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 : D a t e : S 4 T r e v o r A x n e r 4 5 4 7 0 D a t e R e v i s i o n D e s c r i p t i o n 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 T e l 6 1 2 - 7 0 8 - 3 5 7 2 w w w . h a n s o n g r o u p m n . c o m © M / I H o m e s 5 3 5 4 P a r k d a l e D r i v e , # 1 0 0 S t . L o u i s P a r k , M N 5 5 4 1 6 D e c e m b e r 1 4 , 2 0 1 8 7 . 6 1 6 H i l l c r e s t 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 COPYRIGHT THE HANSON GROUP, LLC. 2018 1 2 - 1 4 - 1 8 S4 1 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 F O R C L A R I T Y ) 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 - S E E A B O V E P L A N A N D F R A M I N G N O T E S 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 . P E R F O R A T E D S H E A R W A L L F R A M I N G 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 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 O R S H O W N O T H E R W I S E . 4'-1112"± S I M P S O N S T H D 1 4 E M B E D D E D 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 ( R E F E R T O 5 / S 3 F O R A L T E R N A T I V E O P T I O N S ) S 4 2 7 9 2 9 1 8 3 r d S t r e e t W 7 9 2 9 1 8 3 r d S t r e e t W 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 09/13/19 X KP M / I H o m e s o f M i n n e a p o l i s / S t . P a u l , L L C R a s k J o h n V i c e P r e s i d e n t o f L a n d j r a s k @ m i h o m e s . c o m 7 6 3 5 8 6 - 7 2 0 2 5 3 5 4 P a r k d a l e D r i v e # 1 0 0 S t . L o u i s P a r k M N 5 5 4 1 6 1 Becky Sprick From:MN_MPCA_CSW <CSW.PCA@state.mn.us> Sent:Thursday, August 8, 2019 10:12 AM To:Brian Theis Subject:Your Request Has Been Received by the Minnesota Pollution Control Agency (MPCA) This is an auto‐reply confirmation that your request has been received and will be placed in the queue to be processed or answered. Due to heavy volumes of requests/submittals, turnaround may vary for processing on any of our forms. Processing time on our forms are about one to two weeks. Good to Know – NEW! WE HAVE A NEW TERMINATION SERVICE THROUGH E‐SERVICES WHICH IS MANDATORY TO COMPLETE YOUR TERMINATIONS! Please click on the link for instructions on how to configure your e‐Services account to utilize this function: https://www.pca.state.mn.us/sites/default/files/wq‐strm2‐108.pdf After termination is done through e‐ Services, there is no need to send in an electronic or paper form. Make sure to only terminate your project once using the e‐Service. Multiple attempts on the same permit can hinder the e‐Services process. Check your permit the following day to ensure your permit has terminated through the permit search page (link below). WE HAVE NEW FORMS!! Our termination/transfer/subdivision forms have been updated as of 11/2/2018. Please check our website to acquire the new forms. If you have sent an older version form, we will accept those older forms until January 1st, but please update your records with the new forms and start using them. There are 4 forms: Notice of Termination, Permit Modification (to make changes to your original permits such as site name, acreage, etc), Permit Transfer form (to transfer to a new owner or contractor) and Subdivision Registration form (to transfer a portion of site such as lots/blocks). There is also a guidance document to help you use the forms if you need. Find the forms at: https://www.pca.state.mn.us/water/construction‐stormwater. Good to Know – FAQ: For all forms: Please make sure each form you send is its own attachment and that they are PDF’s of the form. We do a limited screening of forms when they come in, but if it is missed that you had more than one form in your attachment or there are piece of information missing, you will get an email asking you to separate your forms into separate attachments and your request will go to the end of the line in order received, pushing your processing time back even further. Permit Applications: We no longer accept permit applications for this program via mail and have never via email. Please use the e‐Services portal to apply and pay for your permit online. For more information, please visit: https://www.pca.state.mn.us/data/e‐services Permit Search: Did you know you can continuously access your permit(s) online? For this search, less filled out in the fields, the better. Visit this link to search for your permits online and save your Notice of Coverage document or just to view your permits’ details: https://cf.pca.state.mn.us/water/stormwater/csw/search.cfm CSW Online: To view any other info on CSW (great page to bookmark in your browser) visit: https://www.pca.state.mn.us/water/construction‐stormwater We appreciate your patience and will get to your request as soon as possible. This email address is monitored regularly. If you have questions, please let us know. 2 Sincerely, Rachel Parlin, Business Analysis | State Program Technical Specialist Minnesota Pollution Control Agency (MPCA) Industrial/Municipal Divisions 520 Lafayette Rd N | Saint Paul, MN | 55155 651‐757‐2118 Rachel.parlin@state.mn.us | www.pca.state.mn.us Our mission is to protect and improve the environment and human health.