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LA167195 - 16301 Durango Tr 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 HA G E N R E S I D E N C E 16 3 0 1 D U R A N G O T R A I L , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 8 . 1 8 . 0 4 - T H E A B E R D E E N - E L E V A T I O N A DRAWN BY:JJS C.O.1/31/19 CUSTOMER 2/1/19 C.O.2/7/19 PERMIT 2/12/19 REVISIONS: ----1 2-7 1 10 APPROXIMATE SQUARE FOOTAGE ABOVE GRADE FINISHED BELOW GRADE FINISHED BELOW GRADE UNFINISHED GARAGE SQ. FT. SQ. FT. SQ. FT. SQ. FT. 1,940 1,396 544 645 Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 03/04/2019dmathews 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 HA G E N R E S I D E N C E 16 3 0 1 D U R A N G O T R A I L , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 8 . 1 8 . 0 4 - T H E A B E R D E E N - E L E V A T I O N A DRAWN BY:JJS C.O.1/31/19 CUSTOMER 2/1/19 C.O.2/7/19 PERMIT 2/12/19 REVISIONS: ----1 2-7 2 10 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 HA G E N R E S I D E N C E 16 3 0 1 D U R A N G O T R A I L , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 8 . 1 8 . 0 4 - T H E A B E R D E E N - E L E V A T I O N A DRAWN BY:JJS C.O.1/31/19 CUSTOMER 2/1/19 C.O.2/7/19 PERMIT 2/12/19 REVISIONS: ----1 2-7 3 10 To p o f W a l l Co n n e c t i o n s Sh e a r w a l l Sh e a r w a l l 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 HA G E N R E S I D E N C E 16 3 0 1 D U R A N G O T R A I L , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 8 . 1 8 . 0 4 - T H E A B E R D E E N - E L E V A T I O N A DRAWN BY:JJS C.O.1/31/19 CUSTOMER 2/1/19 C.O.2/7/19 PERMIT 2/12/19 REVISIONS: ----1 2-7 4 10 × -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 4 4 4 4 4 6 6 PFHPFH 6 3.4 5 2.5 663 Sh e a r w a l l Sh e a r w a l l 3 3 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 HA G E N R E S I D E N C E 16 3 0 1 D U R A N G O T R A I L , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 8 . 1 8 . 0 4 - T H E A B E R D E E N - E L E V A T I O N A DRAWN BY:JJS C.O.1/31/19 CUSTOMER 2/1/19 C.O.2/7/19 PERMIT 2/12/19 REVISIONS: ----1 2-7 5 10 EXT. ISOMETRIC 12" SHEATHING BOTH SIDES OF BOX OUT 34" SHEATHING APPLIED TO BOTTOM OF BOX OUT HD R . (IN C L U D E S S H E A T H I N G ) LINE OF RGH. OPENING OF OUTSIDE WINDOW BOTTOM LINE OF BOX OUT W/ 34" SHEATHING APPLIED TO BOTTOM SIDE WALL OF BOXOUT W/ SHEATHING HDR. INTERIOR ELEV. 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 HA G E N R E S I D E N C E 16 3 0 1 D U R A N G O T R A I L , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 8 . 1 8 . 0 4 - T H E A B E R D E E N - E L E V A T I O N A DRAWN BY:JJS C.O.1/31/19 CUSTOMER 2/1/19 C.O.2/7/19 PERMIT 2/12/19 REVISIONS: ----1 2-7 6 10 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 HA G E N R E S I D E N C E 16 3 0 1 D U R A N G O T R A I L , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 8 . 1 8 . 0 4 - T H E A B E R D E E N - E L E V A T I O N A DRAWN BY:JJS C.O.1/31/19 CUSTOMER 2/1/19 C.O.2/7/19 PERMIT 2/12/19 REVISIONS: ----1 2-7 7 10 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 HA G E N R E S I D E N C E 16 3 0 1 D U R A N G O T R A I L , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 8 . 1 8 . 0 4 - T H E A B E R D E E N - E L E V A T I O N A DRAWN BY:JJS C.O.1/31/19 CUSTOMER 2/1/19 C.O.2/7/19 PERMIT 2/12/19 REVISIONS: ----1 2-7 8 10 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 HA G E N R E S I D E N C E 16 3 0 1 D U R A N G O T R A I L , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 8 . 1 8 . 0 4 - T H E A B E R D E E N - E L E V A T I O N A DRAWN BY:JJS C.O.1/31/19 CUSTOMER 2/1/19 C.O.2/7/19 PERMIT 2/12/19 REVISIONS: ----1 2-7 9 10 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 HA G E N R E S I D E N C E 16 3 0 1 D U R A N G O T R A I L , L A K E V I L L E , M N 5 5 0 4 4 SB F 1 8 . 1 8 . 0 4 - T H E A B E R D E E N - E L E V A T I O N A DRAWN BY:JJS C.O.1/31/19 CUSTOMER 2/1/19 C.O.2/7/19 PERMIT 2/12/19 REVISIONS: ----1 2-7 10 10 LED LED LOW VOLTAGE LED LED CFL HALOGEN LED COPYRIGHT HANSON GROUP, LLC 2017© D e s c r i p t i o n D a t e R e v i s i o n N o v e m b e r 8 , 2 0 1 7 P r o j e c t N u m b e r : D a t e : 7 . 6 1 0 S 1 1 S h e e t s : o f 2 P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : R y a n M a c k 1 1 - 8 - 1 7 4 6 6 7 3 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . 4 Q D G T V 6 J Q O C U * Q O G U + P E 1 6 9 7 2 B r a n d t j e n F a r m D r i v e L a k e v i l l e , M N 5 5 0 4 4 3 4 0 7 K i l m e r L a n e N S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 6 G N 6 1 2 - 7 0 8 - 3 5 7 2 Y Y Y J C P U Q P I T Q W R O P E Q O P L A N S S H O W N L I G H T I N B A C K G R O U N D A R E F O R L O C A T I O N R E F E R E N C E O N L Y . P L A N N O T E S A N D E L E M E N T S S H O W N L I G H T M A Y N O T N E C E S S A R I L Y S U P P O R T T H E H A N S O N G R O U P ' S D E S I G N . A b e r d e e n M o d e l M i n n e s o t a C o n s t r u c t i o n EXTERIOR BEARING WALLEXTERIOR NON-BEARING WALL ROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHINTERIOR BEARING WALLINTERIOR NON-BEARING WALL PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE “MAIN WINDFORCE RESISTING SYSTEM” FOR THE ENTIRE RESIDENTIALSTRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FORTHE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BESTANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE, TOJOISTS/TRUSSES/BLOCKING ABOVE, AND TO JOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOTNECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSS TOTOP PLATE w/ (3) 8dTOENAILS NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACH NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANEL FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END (4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILS SIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSES FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL (4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH END FLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION (ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILS NAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(UPPER LEVELTRUSS BEARINGWALLS ONLY)REPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 4, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 3.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 2.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 - SFB & CS-SFB.A.2x6 STUDS SPACED @ 16" O.C.B.MIN. WALL SHEATHING: 12 " FIBERBOARD SHEATHING w/ 134" GALVANIZED ROOF NAILS OR 8d NAILS OR 112" 16GAUGE STAPLES @ 3" O.C AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS.3.NOTED "OSB" EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP & CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.C.A MINIMUM 24-INCH WOOD STRUCTURAL PANEL CORNER RETURN SHALL BE PROVIDED AT BOTH ENDS OF ACONTINUOUSLY-SHEATHED BRACED WALL LINE IN ACCORDANCE WITH FIGURE R602.10.7. IN LIEU OF THECORNER RETURN, A TIE-DOWN DEVICE WITH A MINIMUM UPLIFT DESIGN VALUE OF 800 POUNDS (SIMPSONLSTA36, MSTC28, OR EQUIVALENT) SHALL BE FASTENED TO THE CORNER STUD AND TO THE FOUNDATION(SIMPSON LTT19, LTT20B, HTT4, OR EQUIVALENT) OR FRAMING BELOW IN ACCORDANCE WITH FIGURE R602.10.7.4.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)5.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.6.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.7.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.8.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).9.THE COVERED ENTRY, DECK, AND OPTIONAL SCREEN PORCH ARE CONSIDERED BY THE HANSON GROUP TO BEPRIMARILY OPEN, NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCESYSTEM OF THE HOME. PROVIDE CODE REQUIRED LEDGER TENSION AND UPLIFT CONNECTIONS. CONTACT THEHANSON GROUP IF A RIGID DESIGN OF THESE AREAS IS DESIRED.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODE 1 6 ' - 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 6 B E A R I N G S T U D & ( 1 ) 2 x 6 F U L L H E I G H T S T U D E A C H E N D O F H E A D E R L O C A T E P A N E L J O I N T W I T H I N 2 ' - 0 " F R O M C E N T E R O F W A L L H E I G H T A S R E Q ' D ( 2 x S O L I D B L O C K I N G R E Q U I R E D A T S H E A T H I N G J O I N T ) ( 2 ) 2 x 6 B E A R I N G S T U D S M I N . ( V E R I F Y w / S U P P L I E R ) 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 4 / S 1 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 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 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 . 1 ' - 1 1 " ± S 1 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 3 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 . C O N T I N U O U S L S L / L V L H E A D E R T O S U P P O R T V E R T I C A L L O A D S B Y S U P P L I E R ( M I N . 3 1 2 " W I D T H & M I N . 1 1 1 4 " D E P T H R E Q ' D ) P R O V I D E 2 x 6 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 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 P R O V I D E F A S T E N I N G O F A B O V E F R A M I N G E Q U A L T O T H A T D E T A I L E D F O R B R A C E D W A L L P A N E L S 1 ' - 1 1 " ± (6-FT)(6-FT) (3-FT)(3-FT) (2.5-FT)(3.4-FT)(5-FT) (4-FT) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) ( 6 - F T ) ( 3 - F T ) ( 6 - F T ) ( 6 - F T ) 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 T H E R E Q U I R E M E N T S S H O W N D I R E C T L Y A B O V E O N L Y A P P L Y T O W A L K O U T F O U N D A T I O N S T H E R E Q U I R E M E N T S S H O W N D I R E C T L Y A B O V E O N L Y A P P L Y T O L O O K O U T F O U N D A T I O N S P A R T I A L L O W E R L E V E L H O U S E P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y ( A C T U A L L A Y O U T M A Y B E M I R R O R E D ) 1 S 1 R E F E R E N C E P L A N 4 - S E A S O N P O R C H O P T I O N 4 - S E A S O N P O R C H O P T I O N 4-SEASON PORCH OPTION 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 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 4 S 1 F R A M I N G D E T A I L S I M P S O N H T T 5 H O L D O W N A N C H O R F A S T E N E D T O D O U B L E S T U D S w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R C O N C R E T E F O U N D A T I O N B E L O W C O N S T R U C T P O R T A L F R A M E A S S H O W N I N 3 / S 1 C O N S T R U C T SHEA R W A L L A S SHO W N I N 3 / S 2 C O N S T R U C T S H E A R W A L L A S S H O W N I N 1 / S 2 C O N S T R U C T S H E A R W A L L A S S H O W N I N 2 / S 2 S I M . CO N S T R U C T SHEA R W A L L A S SHO W N I N 2 / S 2 C O N S T R U C T S H E A R W A L L A S S H O W N I N 4 / S 2 CONSTRUCT RIGIDSHEAR PANEL ASSHOWN IN 5/S2 PROVIDE TOP OF WALLCONNECTION SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL 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 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 COPYRIGHT HANSON GROUP, LLC 2017© D e s c r i p t i o n D a t e R e v i s i o n 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 V I D E 1 4 " x 4 " C O N C R E T E S C R E W S @ 1 6 " O . C . T H R U S I L L P L A T E I N T O F O U N D A T I O N A T T H I S W A L L P O R T I O N I N A D D I T I O N T O A N C H O R B O L T S ( N O T S H O W N ) B L O C K T H R O U G H F L O O R S Y S T E M B E L O W S T U D S A S R E Q ' D 1 2 " Ø S I M P S O N T I T E N H D R O D C O U P L E R w / 8 " E M B E D I N T O C O N C R E T E ( M A Y O M I T & E P O X Y T H R E A D E D R O D 8 " D I R E C T L Y I N T O C O N C R E T E ) 1 2 " Ø T H R E A D E D R O D w / N U T & W A S H E R A T H O L D O W N E N D S I M P S O N H T T 5 H O L D O W N A N C H O R N A I L E D T O D O U B L E S T U D S P R O V I D E D O U B L E S T U D S A T E A C H E N D O F S H E A R W A L L ( M A Y U S E B E A R I N G / K I N G S T U D S A S R E Q ' D ) H E A D E R & B E A R I N G / K I N G S T U D S A T S I D E S O F O P E N I N G S B Y S U P P L I E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D / O S B E X T E R I O R S H E A T H I N G F A S T E N E D T O S T U D S w / 8 d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I N T E R I O R S U P P O R T S T Y P I C A L 2 x 6 S T U D S @ 1 6 " O . C . F A S T E N B O T T O M P L A T E w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S PERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM 1S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.REPLACE HOLDOWN w/SIMPSON MSTC52 STRAPLAPPED ACROSS FLOORSYSTEM w/ LOOKOUT/WALKOUTFOUNDATION BELOW & SEE 2/S2OMIT CONCRETESCREWS & SEE 2/S2FOR ALTERNATECONNECTIONS w/LOOKOUT/WALKOUTFOUNDATION BELOWPERFORATED SHEARWALL 2S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE. P R O V I D E D O U B L E S T U D S A T E A C H E N D O F S H E A R W A L L ( M A Y U S E B E A R I N G / K I N G S T U D S A S R E Q ' D ) H E A D E R & B E A R I N G / K I N G S T U D S A T S I D E S O F O P E N I N G S B Y S U P P L I E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D / O S B E X T E R I O R S H E A T H I N G F A S T E N E D T O S T U D S w / 8 d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I N T E R I O R S U P P O R T S T Y P I C A L 2 x 6 S T U D S @ 1 6 " O . C . F A S T E N 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 S I M P S O N H T T 5 H O L D O W N A N C H O R A T L O C A T I O N S S H O W N N A I L E D T O D O U B L E S T U D S w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R I N T O C O N C R E T E P R O V I D E 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 ) N o v e m b e r 8 , 2 0 1 7 P r o j e c t N u m b e r : D a t e : 7 . 6 1 0 S 2 2 S h e e t s : o f 2 P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : R y a n M a c k 1 1 - 8 - 1 7 4 6 6 7 3 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . 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 A b e r d e e n 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 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 3 S 2 F R A M I N G D E T A I L N O T E I N F O A P P L I E S S Y M M E T R I C A L L Y A C R O S S D E T A I L . R E P L A C E H O L D O W N w / S I M P S O N M S T C 5 2 S T R A P L A P P E D A C R O S S F L O O R S Y S T E M w / L O O K O U T / W A L K O U T F O U N D A T I O N B E L O W O M I T C O N C R E T E S C R E W S & S E E 4 / S 2 O R 5 / S 2 F O R A L T E R N A T E C O N N E C T I O N S w / L O O K O U T / W A L K O U T F O U N D A T I O N B E L O W P R O V I D E 1 4 " x 4 " C O N C R E T E S C R E W S @ 1 6 " O . C . T H R U S I L L P L A T E I N T O F O U N D A T I O N A T T H I S W A L L P O R T I O N I N A D D I T I O N T O A N C H O R B O L T S ( N O T S H O W N ) B L O C K T H R O U G H F L O O R S Y S T E M B E L O W S T U D S A S R E Q ' D 1 2 " Ø S I M P S O N T I T E N H D R O D C O U P L E R w / 8 " E M B E D I N T O C O N C R E T E ( M A Y O M I T & E P O X Y T H R E A D E D R O D 8 " D I R E C T L Y I N T O C O N C R E T E ) 1 2 " Ø T H R E A D E D R O D w / N U T & W A S H E R A T H O L D O W N E N D S I M P S O N H T T 5 H O L D O W N A N C H O R N A I L E D T O D O U B L E S T U D S P R O V I D E D O U B L E S T U D S A T E A C H E N D O F S H E A R W A L L ( M A Y U S E B E A R I N G / K I N G S T U D S A S R E Q ' D ) H E A D E R & B E A R I N G / K I N G S T U D S A T S I D E S O F O P E N I N G S B Y S U P P L I E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D / O S B E X T E R I O R S H E A T H I N G F A S T E N E D T O S T U D S w / 8 d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I N T E R I O R S U P P O R T S T Y P I C A L 2 x 6 S T U D S @ 1 6 " O . C . F A S T E N B O T T O M P L A T E w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S N A I L S H E A T H I N G T O H E A D E R w / 8 d N A I L S @ 3 " O . C . E A . W A Y T Y P . S M A L L H A T C H A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S ( N A I L S H E A T H I N G A R O U N D P E R I M E T E R w / ( 2 ) R O W S 8 d N A I L S @ 3 " O . C . S T A G G E R E D & T O P L A T E S / B L O C K I N G @ 3 " O . C . ) S I M P S O N L S T A 2 4 S T R A P O N I N S I D E F A C E O F W A L L ( P R O V I D E S P A C E R T O F L U S H O U T H E A D E R T O W A L L S T U D T H I C K N E S S ) F A S T E N T O P P L A T E T O H E A D E R w / ( 2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . ( 1 ) 2 x 6 B E A R I N G S T U D & ( 1 ) 2 x 6 F U L L H E I G H T S T U D E A C H E N D O F H E A D E R L O C A T E P A N E L J O I N T W I T H I N 2 ' - 0 " F R O M C E N T E R O F W A L L H E I G H T A S R E Q ' D ( 2 x S O L I D B L O C K I N G R E Q U I R E D A T S H E A T H I N G J O I N T ) ( 2 ) 2 x 6 B E A R I N G S T U D S M I N . L E N G T H O F C O N T I N U O U S H E A D E R F A S T E N K I N G S T U D T O H E A D E R w / ( 2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . S 2 F R A M I N G D E T A I L R I G I D S H E A R P A N E L 5 N O T E I N F O A P P L I E S S Y M M E T R I C A L L Y A C R O S S D E T A I L . F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S L A R G E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S w / S T A N D A R D 6 " / 1 2 " N A I L I N G P A T T E R N 1 ' - 5 " ± P R O V I D E 1 4 " x 4 " C O N C R E T E S C R E W S @ 1 6 " O . C . T H R U S I L L P L A T E I N T O F O U N D A T I O N A T T H I S W A L L P O R T I O N I N A D D I T I O N T O A N C H O R B O L T S ( N O T S H O W N ) S I M P S O N H T T 5 H O L D O W N A N C H O R A T L O C A T I O N S S H O W N w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R 1 ' - 5 " ± C O N T I N U O U S L S L / L V L H E A D E R T O S U P P O R T V E R T I C A L L O A D S B Y S U P P L I E R ( M I N . 3 1 2 " W I D T H & M I N . 9 1 2 " D E P T H R E Q ' D ) F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S P R O V I D E D O U B L E S T U D S A T E A C H E N D O F S H E A R W A L L ( M A Y U S E B E A R I N G / K I N G S T U D S A S R E Q ' D ) H E A D E R & B E A R I N G / K I N G S T U D S A T S I D E S O F O P E N I N G S B Y S U P P L I E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D / O S B E X T E R I O R S H E A T H I N G F A S T E N E D T O S T U D S w / 8 d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I N T E R I O R S U P P O R T S T Y P I C A L 2 x 6 S T U D S @ 1 6 " O . C . S I M P S O N H T T 5 H O L D O W N A N C H O R A T L O C A T I O N S S H O W N w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R P R O V I D E 1 4 " x 4 " C O N C R E T E S C R E W S @ 1 6 " O . C . T H R U S I L L P L A T E I N T O F O U N D A T I O N A T T H I S W A L L P O R T I O N I N A D D I T I O N T O A N C H O R B O L T S ( N O T S H O W N ) P E R F O R A T E D S H E A R W A L L 4 S 2 F R A M I N G D E T A I L N O T E I N F O A P P L I E S S Y M M E T R I C A L L Y A C R O S S D E T A I L . Print Name: Signed: Nick Hanson I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota. License Number:1-1-19 46665Date: 5%12'1(&4#9+0)5 THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2019. (170+10)7+&' &4#9+0)+0&': SCOPE, INDEX, & CERTIFICATION S0 USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STEPPING DOWN WALL WITH GRADE DETAIL S15 COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 150 9.001 January 1, 2019 S0 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 SCOPE, INDEX, & CERTIFICATION 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 &4#9+0)75')7+&'.+0'5#0&.+/+6#6+105 THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. .+/+6#6+105 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 5647%674'5%105647%6'&1(911&(.114911&411(#0&911&9#..510.;0124'%#5614 5647%674#.%10%4'6'$'#4+0)10(170+109#..5+52'4/+66'& 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. %1.&9'#6*'4)7+&'.+0'5 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. /#6'4+#.5 CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM '37+8#.'064'$#46#$.' FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 151 9.001 January 1, 2019 S1 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 DRAWING LIMITATIONS & MATERIALS 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 )'0'4#.016'5 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 152 9.001 January 1, 2019 S2 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 GENERAL NOTES 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ. 24 " M I N &'6#+.$ 3" M I N T Y P CONCRETE STRIP FOOTING 11 B &'6#+.# 36" MIN STEP 2 x STEP ST E P NOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLY'.'8#6+10 STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 153 9.001 January 1, 2019 S3 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 STEP FOOTING DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 154 9.001 January 1, 2019 S4 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 WALKOUT WALL DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. 3' - 0 " M A X G R A D E H E I G H T AB O V E T O P O F S L A B #4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 155 9.001 January 1, 2019 S5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 LOOKOUT/KNEE WALL DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6' - 0 " M A X WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4x4'-0" HOOKS @ 24" O.C. BENT OR DRILLED AND EPOXY GROUTED 3'-0" 1'-0 " NO H O O K S @ 3 ' - 0 " O R L E S S GRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 156 9.001 January 1, 2019 S6 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 UNBALANCED FOUNDATION DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. C L E A R H E I G H T BA C K F I L L H E I G H T 112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING 2'4%1&'14$;$7+.&+0) &'5+)0'4, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN AT LEFT 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE %.'#4*'+)*61(Ä14.'55 (2)#4xCONT. HORIZONTAL BARS %.'#4*'+)*61(Ä14/14' (3)#4xCONT. HORIZONTAL BARS )'0'4#.564+2(116+0)5+<')7+&' ONE-STORY STRUCTURE 16" WIDE x 8" THICK 20" WIDE x 8" THICK TWO-STORY STRUCTURE 20" WIDE x 8" THICK 26" WIDE x 8" THICK 2000 PSF SOIL 1500 PSF NOTE: TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOME DESIGNER AND IS BASED ON 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 157 9.001 January 1, 2019 S7 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 BASEMENT WALL DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth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c = 4 , 0 0 0 P S I *3 6 " *3 6 " *3 6 " *3 6 " *3 6 " *3 6 " 36 " 36 " 36 " 36 " 36 " 36 " 36 " 36 " 24 " 24 " 2 4 " 24 " SA N D ( 3 0 P S F / F T ) WA L L T H I C K N E S S SA N D Y C L A Y ( 4 5 P S F / F T ) WA L L T H I C K N E S S CL A Y ( 6 0 P S F / F T ) WA L L T H I C K N E S S #6 @ 2 4 " = # 5 @ 1 8 " = # 4 @ 1 2 " ( G R A D E 6 0 ) = # 4 @ 8 " ( G R A D E 4 0 ) (1 ) # 6 = ( 2 ) # 4 ( G R A D E 6 0 ) #6 @ 3 6 " = # 5 @ 2 4 " = # 4 @ 1 8 " ( G R A D E 6 0 ) = # 4 @ 1 2 " ( G R A D E 4 0 ) COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 158 9.001 January 1, 2019 S8 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 VERTICAL REINFORCING TABLE 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM 6" MI N WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12 " VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE 6" 3' - 0 " M A X VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112"CLEAR MI N MA X #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 159 9.001 January 1, 2019 S9 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 BRICK LEDGE DETAILS 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" 12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MI N 64755,1+56%100'%6+10(14(7..*'+)*69#..5 $#%-(+..6;2'CLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS MECHANICAL CLIPS : SIMPSON A35/USP MPA1 14USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS MECHANICAL CLIPS : SIMPSON FWANZ* 14 USP LJQ** 14 (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1510 9.001 January 1, 2019 S10 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 FLOOR BEARING CONNECTIONS 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 #0%*14$1.6#0&010Ä$'#4+0)9#..$.1%-+0)52#%+0)(14(7..*'+)*69#..5 ALTERNATIVE TO CODE TABLE R404.1.(1) $#%-(+..6;2' CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" #.6'40#6+8'#0%*1452#%+0)(14(7..*'+)*69#..5 ALTERNATIVE TO CODE TABLE R404.1.(1) $#%-(+..6;2'CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1511 9.001 January 1, 2019 S11 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 ANCHOR SPACING TABLES 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NA I L S H E A T H I N G T O B L O C K I N G / J O I S T S 0. 1 3 1 Ø x 3 " L O N G N A I L S @ 6 " O . C . ST R U C T U R A L R I M B O A R D B Y O T H E R S TY P E D C O N N E C T O R @ B L O C K I N G S E E S1 0 2 x 6 M I N SI L L P L A T E FO U N D A T I O N W A L L S E E O T H E R S H E E T S FO R A N C H O R S & W A L L I N F O SL O P E G R A D E A W A Y F R O M FO U N D A T I O N IF R E Q U I R E D , P R O V I D E 2 x 4 M I N SP A C E R S U N T I L S P A C E S I N W H I C H F U L L HE I G H T B L O C K I N G C A N B E I N S T A L L E D , TO E N A I L T O F L O O R M E M B E R S E A C H E N D w/ ( 1 2 ) 0 . 1 3 1 " Ø x 3 " L O N G N A I L S FR A M I N G BY O T H E R S OP T I O N A L O P E N S P A C E A S S H O W N O R SH I F T F U L L H E I G H T B L O C K I N G PR O V I D E B L O C K I N G AS R E Q U I R E D T O A C H I E V E NA I L I N G S H O W N . ( M I N 2 SP A C E S ) B L O C K I N G H E I G H T TO M A T C H J O I S T D E P T H & BE O F L U M B E R , I - J O I S T , O R OT H E R M A N U F A C T U R E D MA T E R I A L A T T A C H BL O C K I N G T O J O I S T S w / T O E NA I L S E A C H E N D JO I S T S B Y O T H E R S SE E S 1 1 F O R S P A C I N G O F BL O C K I N G S Y S T E M S H O W N NO T E S : 1. M A I N L E V E L F L O O R S H E A T H I N G T O B E 3 4 " P L Y W O O D / O S B P L A C E D I N S T A G G E R E D P A T T E R N N A I L E D w / 0 . 1 3 1 " Ø x 3" L O N G N A I L S @ 6 " O . C . A T P A N E L S E D G E S & @ 1 2 " O . C . @ P A N E L I N T E R I O R S U P P O R T S O F E Q U I V A L E N T . 2. N A I L S I N B L O C K I N G A R E T O B E P L A C E D S U C H T H A T T H E W O O D D O E S N O T S P L I T . 3. B L O C K I N G M E M B E R S S H O W N M A Y B E R E P L A C E D W I T H P R E - M A N U F A C T U R E D T R U S S S T Y L E O R F U L L D E P T H ME M B E R B L O C K I N G S U C H A S I - J O I S T O R L V L D E S I G N E D F O R 1 , 5 0 0 P O U N D L A T E R A L C O M P R E S S I V E L O A D . NA I L I N G S H O W N I S T O B E U S E D A T M I N I M U M . 4. B L O C K I N G D O E S N O T H A V E T O B E P L A C E D I N A D J A C E N T B A Y S . I F R E Q U I R E D U S E A D D I T I O N A L 2 x 4 S P A C E R S A S SH O W N I N F I R S T S P A C E . 5. H O L E S M A Y B E I N S T A L L E D I N B L O C K I N G I F R E Q U I R E D U P T O 4 " I N D I A M E T E R , M A I N T A I N 3 " E D G E D I S T A N C E . COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1512 9.001 January 1, 2019 S12 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 NON BEARING JOIST BLOCKING DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NA I L S H E A T H I N G T O B L O C K I N G / T R U S S E S w/ ( 1 2 ) 0 . 1 3 1 " Ø x 3 " L O N G N A I L S DU C T / M E C H A N I C A L ( A S R E Q U I R E D ) BY O T H E R S FR A M I N G BY O T H E R S 0. 1 3 1 Ø x 3 " L O N G NA I L S @ 6 " O . C . RI M T R U S S BY O T H E R S TO P N A I L R I M T O S I L L w/ M I N O F ( 1 2 ) 0 . 1 3 1 Ø x 3" L O N G N A I L S E A C H SI D E O F B L O C K I N G O R TY P E D C O N N E C T O R @ BL O C K I N G S E E S 1 0 2 x 6 M I N SI L L P L A T E FO U N D A T I O N W A L L S E E OT H E R S H E E T S F O R AN C H O R S & W A L L I N F O SL O P E G R A D E A W A Y F R O M FO U N D A T I O N IF R E Q U I R E D , P R O V I D E 2 x 4 M I N S P A C E R S TO P & B O T T O M A T M E C H A N I C A L U N T I L SP A C E S I N W H I C H B L O C K I N G C A N B E IN S T A L L E D , T O E N A I L T O F L O O R M E M B E R S w/ ( 2 ) 0. 1 3 1 Ø x 3 " L O N G N A I L S 3/ 4 " P L Y W O O D / O S B O N E S I D E OF B L O C K I N G w / ( 6 ) 0. 1 3 1 Ø x 3 " L O N G N A I L S T O P & B O T T O M OR 1 / 2 " P L Y W O O D / O S B E A C H SI D E O F B L O C K I N G E A C H w / (4 ) 0. 1 3 1 Ø x 3 " L O N G N A I L S T O P & B O T T O M PR O V I D E 2 x 4 M I N B L O C K I N G TO P & B O T T O M O F T R U S S E S AS R E Q U I R E D T O A C H I E V E NA I L I N G S H O W N . IN S T A L L w / ( 2 ) 0. 1 3 1 Ø x 3 " LO N G T O E N A I L S TR U S S E S B Y O T H E R S NO T E S : 1. M A I N L E V E L F L O O R S H E A T H I N G T O B E 3 4 " P L Y W O O D / O S B P L A C E D I N S T A G G E R E D P A T T E R N N A I L E D w / 0 . 1 3 1 " Ø x 3 " LO N G N A I L S @ 6 " O . C . A T P A N E L S E D G E S & @ 1 2 " O . C . @ P A N E L I N T E R I O R S U P P O R T S O F E Q U I V A L E N T . 2. N A I L S I N B L O C K I N G A R E T O B E P L A C E D S U C H T H A T T H E W O O D D O E S N O T S P L I T . 3. B L O C K I N G M E M B E R S S H O W N M A Y B E R E P L A C E D W I T H P R E - M A N U F A C T U R E D T R U S S S T Y L E O R F U L L D E P T H M E M B E R BL O C K I N G S U C H A S I - J O I S T O R L V L D E S I G N E D F O R 1 , 5 0 0 P O U N D L A T E R A L C O M P R E S S I V E L O A D . N A I L I N G S H O W N I S T O BE U S E D A T M I N I M U M . 4. B L O C K I N G D O E S N O T H A V E T O B E P L A C E D I N A D J A C E N T B A Y S . I F R E Q U I R E D U S E A D D I T I O N A L 2 x 4 S P A C E R S A S SH O W N I N F I R S T S P A C E . 5. H O L E S M A Y B E I N S T A L L E D I N B L O C K I N G I F R E Q U I R E D U P T O 4 " I N D I A M E T E R , M A I N T A I N 3 " E D G E D I S T A N C E . SE E S 1 1 F O R S P A C I N G O F BL O C K I N G S Y S T E M S H O W N COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1513 9.001 January 1, 2019 S13 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 NON-BEARING TRUSS BLOCKING DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10 ' - 0 " M A X 3'- 8 " M A X 2'- 6 " M I N O P E N I N G 1'- 6 " M I N 3'-0" EACH WAY MIN 1 1 2 " T Y P SLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING (1) #4 HORIZONTAL BAR AT TOP OF WALL (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 LOOKOUT WALL SEE S5 GRANULAR MATERIAL (SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF) IF C O N C R E T E OPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1514 9.001 January 1, 2019 S14 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 WINDOW WELL DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRADE L I N E 9' - 4 " M A X . 6' - 0 " M A X . 4' - 0 " M A X . SE E B A S E M E N T W A L L D E T A I L SE E L O O K O U T W A L L D E T A I L SI M . CO N S T R U C T S I M . L O O K O U T W A L L w/ M I N . ( 2 ) # 4 H O R I Z . B A R S 3 MIN. 1 S7 S5 S5 SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1515 9.001 January 1, 2019 S15 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 STEPPING DOWN WALL WITH GRADE &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-10 X R-21 X R-21 X R-21 X R-49 X R-30 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:80,000 Capacity in Gallons: Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code 6"Passive Low: Other, describe: XL o w : Location of fan(s), describe: Cfm's " round duct OR " metal duct 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.2/12/2019 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 Lakeville16301 Durango Trail Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: 27,29466,814 Heating Gain Cooling Load 78 155 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): 24,974 Residential Load Calculation Heating Loss 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 2.5 Appliances Cooling System To t a l R - V a l u e o f a l l T y p e s o f In s u l a t i o n Type: Check All That Apply 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): 43VP50E2 DX13SN0301A Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces R-410A Make-up Air Select a Type Rheem Domestic Water Heater Gas MECHANICAL SYSTEMS Rating or Size Efficiency 13SEER /EER Model Heating System Gas Daikin DM92SS0803BN Manufacturer Daikin 50 Output in Tons: Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 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 16301 Durango Trail Robert Thomas Homes Greg Mefford 612-490-1266 greg.mefford@robertthomashomes.com Excavation/construction of single family home 15765 Rob St. Sauver Robert Thomas Homes 952-292-2419 rob.stsauver@traditiondevelopment.com U of MN 5/31/2019 R 100001)))))))))))))))))))))))))))))))))ooooooooooooooooooooooooooooooooooooooor rrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrr ererereeeereeeeerrrrrrreereeeeeeerereeeerererrererrrreeerereereereeeeerrrrrrreeeeeeeereeerrrosooosoooooososososoooooosooosososososososooosssososososososososossssssooososossssssoosooooooooosoosssssssosooooossssssssosssssssssssssssssion anddd sediment control plan. e:______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ D 2/12/19 02/21/19 X KP