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LA161391 - 18181 Glanshaw Ave Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 www.ci.lakeville.mn.us 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)ISD # 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: 3 20 Avonlea 5-10-18 DM 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: Drawing No. No . Re v i s i o n 1 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 78 6 . 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 : Ele 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: EBK 03/12/2018 Job # AV0030 X XFi n a l A p p r o v a l Da t e AV O N L E A 18 1 8 1 G L A N S H A W A V E LA K E V I L L E , M N 5 5 0 4 4 BL O O M I N G T O N SP E C 3 20 A1FR O N T E L E V A T I O N A 1 FRONT ELEVATION 1/2"=1'-0" 1 FRONT ELEVATION Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 05/23/2018dmathews 3/16"=1'-0" 1 SIDE ELEVATION 3/16"=1'-0" 2 REAR ELEVATION 3/16"=1'-0" 3 SIDE ELEVATION 1/8"=1'-0" 4 ROOF PLAN Drawing No. No . Re v i s i o n 1 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 78 6 . 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 : Ele 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: EBK 03/12/2018 Job # AV0030 X XFi n a l A p p r o v a l Da t e AV O N L E A 18 1 8 1 G L A N S H A W A V E LA K E V I L L E , M N 5 5 0 4 4 BL O O M I N G T O N SP E C 3 20 A2EX T E R I O R E L E V A T I O N S & R O O F P L A N A Secure door closed until deck is constructed with a separate permit. 1/4"=1'-0" 1 LOWER LEVEL PLAN Drawing No. No . Re v i s i o n 1 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 78 6 . 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 : Ele 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: EBK 03/12/2018 Job # AV0030 X XFi n a l A p p r o v a l Da t e AV O N L E A 18 1 8 1 G L A N S H A W A V E LA K E V I L L E , M N 5 5 0 4 4 BL O O M I N G T O N SP E C 3 20 A3LO W E R L E V E L P L A N A (2) 9-1/2" LVL (2 ) 1 1 - 7 / 8 " L V L (2) 9-1/2" LVL 2418+&'ZÄ*11-5"1% '/$'&&'&+061(170+109#..5 %#56+061)#4#)'5.#$#5 5*190$'.19#.10)56#+49#; 2'x2'x8" pad 2'x2'x8" pad 2'x2'x8" pad UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 1/4"=1'-0" 1 MAIN FLOOR PLAN Drawing No. No . Re v i s i o n 1 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 78 6 . 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 : Ele 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: EBK 03/12/2018 Job # AV0030 X XFi n a l A p p r o v a l Da t e AV O N L E A 18 1 8 1 G L A N S H A W A V E LA K E V I L L E , M N 5 5 0 4 4 BL O O M I N G T O N SP E C 3 20 A4MA I N F L O O R P L A N A (2) 11-7/8" LVL 4 7 4 4 7 7 4 5 55 5 4 4 Sh e a r w a l l FAN Smoke (2) 9-1/2" LVL(2) 2x10 (2 ) 9 - 1 / 2 " L V L (2) 7-1/4" LVL (2 ) 7 - 1 / 4 " L V L (2) 11-7/8" LVL Shear panelw/holdowns Shear panel w/holdowns 1/4"=1'-0" 1 UPPER LEVEL FLOOR PLAN Drawing No. No . Re v i s i o n 1 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 78 6 . 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 : Ele 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: EBK 03/12/2018 Job # AV0030 X XFi n a l A p p r o v a l Da t e AV O N L E A 18 1 8 1 G L A N S H A W A V E LA K E V I L L E , M N 5 5 0 4 4 BL O O M I N G T O N SP E C 3 20 A5UP P E R F L O O R P L A N A FAN FAN Smoke Smoke Smoke SmokeCO 4 4 4 4 4 4 4 4 4 -Min. 15" clearance to any obstruction from center ofW.C., 24" in front(typ). 1/4"=1'-0" 1 BUILDING SECTION @ STOOP 1/4"=1'-0" 2 BUILDING SECTION @ GARAGE Drawing No. No . Re v i s i o n 1 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 78 6 . 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 : Ele 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: EBK 03/12/2018 Job # AV0030 X XFi n a l A p p r o v a l Da t e AV O N L E A 18 1 8 1 G L A N S H A W A V E LA K E V I L L E , M N 5 5 0 4 4 BL O O M I N G T O N SP E C 3 20 A6BU I L D I N G S E C T I O N S A Drawing No. No . Re v i s i o n 1 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 78 6 . 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 : Ele 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: EBK 03/12/2018 Job # AV0030 X XFi n a l A p p r o v a l Da t e AV O N L E A 18 1 8 1 G L A N S H A W A V E LA K E V I L L E , M N 5 5 0 4 4 BL O O M I N G T O N SP E C 3 20 A7DE T A I L S A R-4 on pipe in attic PROJECT SCOPE&'5+)01(6*'(170+109#..#&,#%'066*'56#+49'..(.11412'0+0)6*'/#+09+0&(14%'4'5+56+0)5;56'/#0&6*'$'#/5*'#&'45#0&5722146+0)/'/$'45(14#5+0).'(#/+.;4'5+&'0%'%105647%6+10+561$'&10'+0#%%14�%'9+6*6*'5'&4#9+0)556#0&+0&7564;24#%6+%'#0&6*'4'37+4'/'0651(6*'%1&'GENERAL NOTES6*'5'&1%7/'065#22.;615647%674#.10.;4'('461*175'2.#0524'2#4'&$;/+*1/'5(14/14'+0(14/#6+106*'*#0510)417255%12'+5.+/+6'&616*'&'5+)01(6*'+6'/5.+56'&+06*'241,'%65%12'#$18'&'5+)01(6*'4'/#+0+0)*1/'+0%.7&+0)#../#07(#%674'4'0)+0''4'&241&7%65#4'$;16*'45+6+56*'4'52105+$+.+6;1(6*'$7+.&'4612418+&'#..(7674'2.#014(+'.&%*#0)'5616*'*#0510)4172(144'8+'9#&'37#6'5*14+0)&74+0)%105647%6+10+56*'4'52105+$+.+6;1(6*'%1064#%614%1064#%614#0&$7+.&'4#4'618'4+(;#..&+/'05+105#0&%10&+6+105$'(14'241%''&+0)9+6*914-016+(;6*'*#0510)4172+(&+5%4'2#0%+'5#4+5'/'#05#0&/'6*1&51(%105647%6+10#4'6*'4'52105+$+.+6;1(6*'%1064#%614FOUNDATION NOTES&4#+06+.'&#/22411(+0)#0&149#6'42411(+0) +057.#6+10#59'..#56*'+4+056#..#6+10#4'61$'+0#%%14�%'9+6*6*'%1&'+056#..#/+0+/7/1( #0%*1452'42146+101(5+..2.#6'#59'..#5#0#0%*149+6*+01('#%*'0#22.+%#$.'$#452.+%'5#4'61$'.#22'&#/+0+/7/1($#4&+#/'6'452418+&'/#6%*+0)*11-$#45(14#..*14+<106#.$#45#69#..%140'45#0&+06'45'%6+105%#4'+561$'6#-'0&74+0)$#%-(+..+0)61/#+06#+0#2.7/$9#..#.+)0/'06$#%-(+..$'.19':6'4+14561125.#$59+6*%1/2#%6'&)4#07.#4/#6'4+#.61(4156&'26* Ä/+0+/7/ 24+1461$#%-(+..+0)*175'(170+109#..5#4'61$'.#6'4#..;5722146'&$;(.1145;56'/#6612#0&5.#$#6$1661/14$;#&'37#6'6'/214#4;$4#%+0)FRAMING NOTES#..*'#&'45#4'61$'/+0+/7/ Z.7/$'470.'55016'&16*'49+5' Z/'/$'455*190/#;$'57$56+676'&9+6* ËZÊ.8.14 ËZÉ.8.#54'37+4'&#..&+/'05+10.7/$'4*'#&'45#0&$'#/5#4'61*#8'#/+0+/7/1(10'$'#4+0)567'#%*'0�&691#6+06'4/'&+#6'57221465#..Ä2.;.8.#0&)+4&'464755$'#/5#0&*'#&'45#4'61*#8'#/+0+/7/1(691$'#4+0)567&5#6'#%*'0�+06'4/'&+#6'57221465Ä2.;.8.#0&)+4&'464755/'/$'45#4'61*#8'#/+0+/7/1(6*4''$'#4+0)567&5#6'#%*'0�+06'4/'&+#6'57221465#&&+6+10#.$'#4+0)567&5#4'0164'37+4'&(14.8.57$56+676'&(1456#0&5#90.7/$'4#..$'#4+0)#$18'+570.'55016'&16*'49+5'102.#05647555722.+'4+5618'4+(;)+4&'464755$'#4+0).'0)6*#0&57221464'37+4'/'065$'#4+0)'0*#0%'45#4'$;6*'5722.+'4#..*'#&'45#0&$'#/5#4'61*#8'#/+0+/7/1(10'(7..*'+)*6-+0)567'#%*'0&':6'4+1412'0+0)5)4'#6'46*#05+:(''6+09+&6*#4'61*#8'#/+0+/7/1(691(7..*'+)*6-+0)567&5#6'#%*'0&':%'26#66#..9#..5#5016'&':6'4+1412'0+0)5)4'#6'46*#06'0(''6+09+&6*#4'61*#8'#/+0+/7/1(6*4''(7..*'+)*6-+0)567&5#6'#%*'0&':%'26#66#..9#..5#5016'&(14%106+07175$'#/%10&+6+10552#0+0&'6'4/+0+0)07/$'41(-+0)567&5+56*'(7...'0)6*1(6*'*'#&'4#..%100'%6+105#4'61$'/#&'9+6*#&'37#6'5+/251075214'37#.,1+56*#0)'45%.+252156%#25#0&2156$#5'5%100'%6/7.6+2.'/'/$'4.8.561)'6*'4+0#%%14�%'9+6*/#07(#%674'44'37+4'/'0658'4+(;&4122'&8'4575(.75*$'#/%10&+6+1059+6**175'2.#05#..16*'4(#56'0'4561$'+0#%%14�%'%1&'6#$.'4 #..567&2.+'5+0$7+.672%1.7/05#0+06'4/'&+#6'567&(4#/+0)61$'(#56'0'&615*'#6*+0));2$1#4᎘'&$'.19 1%/#:#6':6'4+14#0&1%/#:#6+06'4+14 #..':6'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#7019*+%*/''6514':%''&56*'4'37+4'/'0651(%1&'5'%6+104Ä952#0&%5Ä952#Z567&552#%'&"1% )#4#)'9#..5/#;$'Z567&5 $':6'4+145*'#6*+0) /+05647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)#..+06'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#701#Z14Z567&552#%'&"1%$9#..5*'#6*+0) /+0);257/5*'#6*+0)(#56'0'&61(4#/+0)YF%11.'40#+.5"1%/#:146;2'599#..$1#4&5%4'95"1%/#: /+0+/7/567&2'0'64#6+10 #..(.1145#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##(.114(4#/+0)52#%'#/#:+/7/1(1%$(.1145*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465#..411(5#4'61$'%105647%6'&+0#%%14�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Ä'55'06+#.24+/#4+.;12'05647%674'0162#461(6*'/#+09+0&(14%'4'5+56+0)5;56'/2418+&'%1&'4'37+4'&72.+(6%100'%6+105#6#..21565MATERIALS%10%4'6'(116+0)5 (E 25+"&#;5 1425+9+6*#0#22418'&#&/+:674'6*#62418+&'5#9#6'4#0&8#2144'5+56#0%'#6.'#56'37+8#.'066125+%10%4'6' %10%4'6'9#..5 (E 25+"&#;54'+0(14%+0)56''. #56/#)4#&' $#45/#;$')4#&' #))4')#6' (116+0)5Ä/#:9#..55.#$5Ä/#:10Ä5+6'51+. /#;8#4; 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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 ) S E E P L A N A N D F R A M I N G N O T E D F O R H E A D E R A N D S U P P O R T I N G S T U D 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 . F A S T E N B O T T O M P L A T E w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " P E R F O R A T E D S H E A R W A L L R A I S E D A B O V E F L O O R S Y S T E M 4 S 2 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 . MAIN LEVEL PLAN SHOWN FOR LOCATIONREFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)1S2REFERENCE PLAN ROOF TRUSS SPANBY SUPPLIERTYP.(2) 912" LVLSTAIRS BYSUPPLIER FLOOR JOIST SPANBY SUPPLIER TYP.FLOORSYSTEMPOST-INSTALLED HOLDOWN OPTIONS 6S2FRAMING DETAIL CONCRETEFOUNDATIONBELOW SIMPSON HTT5 HOLDOWNANCHOR AT LOCATIONS SHOWNNAILED TO DOUBLE STUDS ANDBOLTED w/ 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-INANCHOR INTO CONCRETE S I M P S O N S T H D 1 4 R J 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 6 / S 2 F O R A L T E R N A T I V E P O S T - I N S T A L L E D O P T I O N ) B L O C K T H R O U G H F L O O R S Y S T E M A T H O L D O W N L O C A T I O N S A S R E Q ' D ALTERNATE HOLDOWN ALTERNATE RAISEDHOLDOWN 12"Ø SIMPSON TITEN HDROD COUPLER w/8" EMBED INTO CONCRETEOR CONTINUE THREADEDROD AND EPOXY GROUT 12"Ø THREADEDROD w/ NUT &WASHER ATHOLDOWN END SIMPSON HTT5HOLDOWN ANCHORFASTENED TODOUBLE STUDS P r o j e c t N u m b e r : D a t e : 8 . 0 0 2 S 2 2 S h e e t s : o f D e s c r i p t i o n D a t e R e v i s i o n 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 : T r e v o r A x n e r 4 5 4 7 0 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 . $ N Q Q O K P I V Q P / Q F G N ' N G X C V K Q P # M i n n e s o t a C o n s t r u c t i o n COPYRIGHT HANSON GROUP, LLC 2018© 3 4 0 7 K i l m e r L a n e N o r t h 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 . / + * Q O G U 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 2 J a n u a r y 1 2 , 2 0 1 8 1 - 1 2 - 1 8 THE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLYAPPLY TO THE DINETTEBUMPOUT OPTIONTHE REQUIREMEN T S SHOWN DIRECTL Y ABOVE ONLY APPL Y TO THE GARAGEBUMPOUT OPTIO N U P P 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 ) 2 S 2 R E F E R E N C E P L A N S 2 F R A M I N G D E T A I L 3 G A R A G E S H E A R W A L L 2 . # 0 0 1 6 ' 5 1 . A L L H E A D E R S T O B E ( 2 ) 2 x 1 0 U N L E S S N O T E D O T H E R W I S E . S E E F R A M I N G N O T E S 1 T O 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 . 2 . R O O F L A Y O U T W I T H S U P P L I E R . P R O V I D E ( 2 ) 2 x 6 B R G S T U D S A T E A C H E N D O F A L L G I R D E R T R U S S E S U N L E S S N O T E D O T H E R W I S E . T R U S S S U P P L I E R T O V E R I F Y A D E Q U A T E B E A R I N G A R E A F O R T R U S S M E M B E R S . 3 . R E F E R T O F R A M I N G N O T E S O N S 1 F O R A D D I T I O N A L I N F O R M A T I O N . 2.#0016'5 1.ALL HEADERS TO BE (2) 2x10 UNLESS NOTED OTHERWISE. SEE FRAMING NOTES 1 TO 3 ON S1 FOR MORE INFO.BEARING FOR HEADERS AND BEAMS ONLY NOTED ON PLAN WHEN EXCEEDING FRAMING NOTE REQUIREMENTS.2.VERIFY FLOOR & ROOF LAYOUT WITH SUPPLIER. PROVIDE (2) 2x6 BRG STUDS AT EACH END OF ALL GIRDER TRUSSESUNLESS NOTED OTHERWISE. TRUSS SUPPLIER TO VERIFY ADEQUATE BEARING AREA FOR TRUSS MEMBERS.3.(2) 912" LVL's NOTED MAY BE SUBSTITUTED w/ (2) 914" LVL's.4.REFER TO FRAMING NOTES ON S1 FOR ADDITIONAL INFORMATION. B R A C E D W A L L L I N E BRACED WALL LINE G I R D E R T R U S S B Y S U P P L I E R T Y P . 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 . L A T E R A L L Y B R A C E T O P O F G A B L E E N D W A L L S P E R T R U S S S U P P L I E R O W N E R ' S B A T H A N D L O F T O P T I O N S D O N O T A F F E C T H E A D E R S I Z E S A N D B R A C I N G S H O W N ( 4 - F T ) A T V A U L T E D O P T I O N 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 D W A L L L I N E BRACED WALL LINE ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) (4-FT)(4-FT) (4-FT)(4-FT) BRACEDWALL LINE BRACEDWALL LINEBRACEDWALL LINE BRACEDWALL LINECONSTRUCTSHEAR WALL ASSHOWN IN 3/S2 CONSTRUCTSHEAR WALL ASSHOWN IN 3/S2MIRROREDBRACEDWALL LINE (2) 1178" LVL (5-FT)(5-FT)(2) 1178" LVL(2) 912" LVL(2) 2x10(2) 912" LVL6x6 POST w/ STANDARDPOST CAP AND BASE TYP.(2) 714"LVL (2) 714"LVL(5-FT)(7-FT)(8-FT)THE REQUIREMENTSSHOWN DIRECTLYABOVE ONLY APPLYTO THE OPTIONALFLEX ROOM WINDOWS CONSTRUCTPERFORATEDSHEAR WALL ASSHOWN IN 4/S2 A L I G N B E A R I N G O V E R W A L L B E L O W TRUSSES ARE TO BEAR ONOUTSIDE WALL TYP.(5-FT)(7-FT)(7-FT)(4-FT)(4-FT)THE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLYAPPLY TO THE FIREPLACEBUMPOUT OPTION(4-FT)(4-FT)(4-FT)(4-FT)(5-FT)(5-FT)(3) 2x6 BRGEACH END GIRDER TRUSSBY SUPPLIERTYP.(4-FT)REFER TO 5/S2 FOR FRAMINGREQUIREMENTS BELOWBRACED WALL PANELS THATALIGN OVER A CANTILEVER 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 A L O N G T H I S S H E A R W A L L A S W E L L A S A B O V E O V E R H E A D D O O R ( 2 ) 2 x 6 B E A R I N G S T U D S & ( 3 ) 2 x 6 F U L L H E I G H T K I N G S T U D 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 S I M P S O N S T H D 1 4 H O L D O W N A N C H O R F A S T E N E D T O D O U B L E S T U D S ( R E F E R T O 6 / S 2 F O R 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 ) ( 2 ) 1 2 " Ø A N C H O R B O L T S ( 7 " M I N . E M B E D ) T Y P I C A L 2 x 6 S T U D S @ 1 6 " O . C . P R O V I D E D O U B L E S T U D S A T E N D O F S H E A R W A L L 3 ' - 5 1 4 " ± 9'-938"± (12'-0" MAX. AT DROPPED GARAGE FLOORS) S E E P L A N F O R H E A D E R B R A C E D W A L L P A N E L F A S T E N B O T T O M P L A T E T O J O I S T / R I M w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " O . C . C A N T I L E V E R E D F L O O R J O I S T B Y S U P P L I E R F R A M E W A L L O R B R A C E D W A L L P A N E L B E L O W B L O C K I N G B E T W E E N J O I S T S A S F O L L O W S : · F L A T 2 x 4 T O P & B O T T O M w / 3 4 " P L Y W O O D S H E E T N A I L E D T O 2 x 4 ' s w / ( 8 ) 8 d N A I L S I N T O E A C H 2 x 4 · A L T E R N A T I V E T O B E F U L L D E P T H J O I S T M A T E R I A L O R S A W N B L O C K I N G · C I R C U L A R H O L E U P T O 6 " Ø M A Y B E C U T I N T O C E N T E R O F P L Y W O O D N A I L F L O O R S H E A T H I N G T O B L O C K I N G w / 8 d N A I L S @ 6 " O . C . F A S T E N B O T T O M 2 x 4 O R A L T E R N A T I V E w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " O . C . S E C T I O N 5 S 2 A T B R A C E D W A L L P A N E L S A B O V E C A N T I L E V E R E D F L O O R F R A M I N G CONTINUE BRGFROM ABOVE TYP.LATERALLY BRACE SHAREDWALL ADJACENT STAIR ATGARAGE TRUSS BOTTOMCHORD ELEVATION PERTRUSS SUPPLIER 1 8 1 8 1 G l a n s h a w A v e n u e 0 5 / 1 0 / 1 8 0 5 / 1 1 / 1 8 X K H