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1501 Bay Ridge Road - Permit Summary
Camera 8 Camera 11 Camera 4 Camera 13 Camera 12 1 RE V I S I O N T A B L E NU M B E R D A T E R E V I S E D B Y D E S C R I P T I O N 1 9 / 1 5 / 2 0 2 3 R Y A N M U O N I O GA R A G E E X P , P L O T P L A N , K I T H E N B O X VA U L T S SHEET: SCALE: DR A W I N G S P R O V I D E D B Y : DATE: Wo o d c r a f t D e s i g n B u i l d I n c . Ry a n M u o n i o 52 6 9 U S H i g h w a y 1 2 Ma p l e P l a i n M N 5 5 3 5 9 5/7/2024 Pr o j e c t O v e r v i e w Ge r m a n s o n Re s i d e n c e 15 0 1 B a y R i d g e R o a d O r o n o Layout Page Table LabelTitle Description Comments P1 SITE PLAN lot layout 1 Project Overview renderings 2 ELEVATIONS EAST AND WEST ELEVATIONS, (EAST IS LAKESIDE) 3 ELEVATIONS SIDE NORTH AND SOUTH ELEVATIONS, RIGHT IS SOUTH 4 WALKOUT PLAN foundation plan 5 MAIN LEVEL PLAN 6 ROOF ROOF PLAN 7 SECTIONS STAIR SECTION, BUILDING CROSS SECTIONS no scale Reviewed for Code Compliance Nicole Post RPS24-000031 5-23-24 Additional permits required: Plumbing Mechanical Electrical Sewer Stamped and approved plans must be on site for the duration of the project and all inspections. To schedule inspections call: 952-249-4613 Please have the permit number and street address ready at time of call. Please plan accordingly. The City will not issue a Temporary Certificate of Occupancy (Temp CO) for new homes during the growing season from May 1st to November 1st. Issuance of a Certificate of Occupancy requires all permits associated with the project to be finaled and an as-built survey approved by the City. Allow 1 week for as-built approval. If vegetation is not fully established at the time of CO issuance, the erosion control escrow will continue to be held. W10-5060FX W10W10 4020FX W29W29 4020FX W28W28 4020FX W27W27 5027FX W15W15 4020FX W24W24 4020FX W22W22 4020FX W21W21 W06-5060FX W06W06 6026FX W07W07 1080FX W17W17 1080FX W03W03 ACCENT SIDING, LONGBOARD OR OTHER METAL PRODUCT. 5" REVEAL LAP SIDING CEDAR TONE ALUMINUM SOFFIT HARDI PANEL, WITH PANEL SPACING FLASHING ACCENT SIDING, LONGBOARD OR OTHER METAL PRODUCT. HARDI PANEL, WITH PANEL SPACING FLASHING W10-5060FX W10W10 4020FX W29W29 4020FX W28W28 4020FX W27W27 5027FX W15W15 4020FX W24W24 4020FX W22W22 4020FX W21W21 W06-5060FX W06W06 6026FX W07W07 1080FX W17W17 1080FX W03W03 Exterior Elevation Roadside, West W34-5046 W34W34 W05-6060DC W05W05 W04-5046 W04W04 5046DC W33W33 ESCA2640 E* W12W12 7646TC W14W14 W01-2660FX W01W01 5046DC W32W32 W26-6060DC W26W26 W08-6026DC W08W08 W23-6026DC W23W23 W16-5060 W16W16 W20-5060 W20W20 W11-7560TC W11W11 2660FX W18W18 2660FX W19W19 28 ' W34-5046 W34W34 W05-6060DC W05W05 W04-5046 W04W04 5046DC W33W33 ESCA2640 E* W12W12 7646TC W14W14 W01-2660FX W01W01 5046DC W32W32 W26-6060DC W26W26 W08-6026DC W08W08 W23-6026DC W23W23 W16-5060 W16W16 W20-5060 W20W20 W11-7560TC W11W11 2660FX W18W18 2660FX W19W19 Exterior Elevation Lakeside, East 2 RE V I S I O N T A B L E NU M B E R D A T E R E V I S E D B Y D E S C R I P T I O N 1 9 / 1 5 / 2 0 2 3 R Y A N M U O N I O GA R A G E E X P , P L O T P L A N , K I T H E N B O X VA U L T S SHEET: SCALE: DR A W I N G S P R O V I D E D B Y : DATE: Wo o d c r a f t D e s i g n B u i l d I n c . Ry a n M u o n i o 52 6 9 U S H i g h w a y 1 2 Ma p l e P l a i n M N 5 5 3 5 9 5/7/2024 EL E V A T I O N S Ge r m a n s o n Re s i d e n c e 15 0 1 B a y R i d g e R o a d O r o n o 1/4"=1'-0" W02-2660SC W02W02 4020FX W13W13 W02-2660SC W02W02 4020FX W13W13 Exterior Elevation Right, South 4020FX W25W25 W09-2660SC W09W09 W30-2660SC W30W30 4020FX W25W25 W09-2660SC W09W09 W30-2660SC W30W30 Exterior Elevation Left, North 3 RE V I S I O N T A B L E NU M B E R D A T E R E V I S E D B Y D E S C R I P T I O N 1 9 / 1 5 / 2 0 2 3 R Y A N M U O N I O GA R A G E E X P , P L O T P L A N , K I T H E N B O X VA U L T S SHEET: SCALE: DR A W I N G S P R O V I D E D B Y : DATE: Wo o d c r a f t D e s i g n B u i l d I n c . Ry a n M u o n i o 52 6 9 U S H i g h w a y 1 2 Ma p l e P l a i n M N 5 5 3 5 9 5/7/2024 EL E V A T I O N S S I D E Ge r m a n s o n Re s i d e n c e 15 0 1 B a y R i d g e R o a d O r o n o 1/4"=1'-0" SS S S S S SS S S S S S S C2 4 C2 4 C3 2 C3 2 C3 0 C3 0 C3 2 C3 2 C2 5 C2 5 C3 0 C3 0 C2 7 C2 7 C1 4 C1 4 C2 7 C2 7 C1 4 C1 4 C2 4 C2 4 C2 4 C2 4 C3 2 C3 2 C3 0 C3 0 C3 2 C3 2 C2 5 C2 5 C3 0 C3 0 C2 7 C2 7 C1 4 C1 4 C2 7 C2 7 C1 4 C1 4 C2 4 C2 4 C3 4 C3 4 C0 4 C0 4 C3 1 C3 1 C1 6 C1 6 C2 9 C2 9 W0 4 - 5 0 4 6 W0 4 W0 4 W3 4 - 5 0 4 6 W3 4 W3 4 50 4 6 D C W3 2 W3 2 ES C A 2 6 4 0 E * W1 2 W1 2 50 4 6 D C W3 3 W3 3 3168FX W3 1 W3 1 2640 50 6 8 D3 3 D3 3 76 4 6 T C W1 4 W1 4 26 6 8 D1 1 D1 1 26 6 8 D2 5 D2 5 60 8 0 D0 7 D0 7 60 8 0 D1 7 D1 7 2668 D3 4 D3 4 24 6 8 D2 3 D2 3 2668 28 6 8 D3 7 D3 7 26 6 8 D2 1 D2 1 26 6 8 D3 0 D3 0 26 6 8 D2 9 D2 9 24 6 8 D3 2 D3 2 2668 D1 6 D1 6 2468 D2 6 D2 6 UP 2) 1 2 " L V L 3) 1 2 " L V L 6X 6 P . T . P O S T , B O X E D O U T T O 1 1 X 1 1 6X 6 P . T . P O S T , B O X E D O U T T O 1 1 X 1 1 6X 6 P . T . P O S T , B O X E D O U T T O 1 1 X 1 1 6X 6 P . T . P O S T , B O X E D O U T T O 1 1 X 1 1 CS 4 7 CS 4 7 CROSSE SECTION 4 CS 1 7 CS 1 7 CR O S S S E C T I O N 1 CS 2 7 CS 2 7 CR O S S S E C T I O N 2 E7E7 EL E V A T I O N 3 CS 3 7 CS 3 7 CROSS SECTION 3 S4S4 CROSS SECTION 4 E33E33 EXTERIOR ELEVATION LEFT, NORTH E53E53 EXTERIOR ELEVATION RIGHT, SOUTH 22 E22E22 EX T E R I O R E L E V A T I O N R O A D S I D E , W E S T 26 ' 49 ' 75 ' 20 ' - 1 1 " 7' - 7 " 22 ' - 6 " 2' CL 9' - 6 " 10 ' - 6 " CL 9' 8' - 6 " CL 6' - 4 " CL 5' - 4 " 5' - 1 0 " CL 7' 7' 20 ' 17 ' - 6 " 17 ' - 6 " 14 ' 75 ' 2' 4' 14'12'-6" 26'-6" 8'1'3'-5 3/8" 4' 4'CL 6'-6"6'-6"CL 11'12' 40' 4' 4' 28'-4"16'-1 1/2"40'-0 1/2" 84'-6" 6 1/2" CL CL 5'-1 3/4"7'-10" 22 ' 4' 18 ' - 1 1 " 30 ' - 1 " 3'-6" CL CL 3' 5' 16'-2 3/8"5'5' 4'4' 5' - 3 9 / 1 6 " 1'11' 5'CL 2'-1 3/4" CL 5'-8 1/2"13'-7 3/4" 1' 12' CL 9' - 3 3 / 4 " CL 3' - 8 " 23'13'4' 8' - 4 1 / 2 " 17'-8 1/16" 19'-8 7/8" 8'-11 5/8" 3' 8' - 6 " 3' CL22'-2 7/8"22'-2 5/8" 20 9 8 S Q F T 22 ' - 8 " X 3 9 ' - 3 " 97 5 S Q F T 22 ' - 7 " X 1 6 ' - 0 " 58 0 S Q F T 13 ' - 4 " X 1 2 ' - 5 " 18 9 S Q F T 3' - 8 " X 4 ' - 1 1 " 25 S Q F T 8' - 9 " X 4 ' - 1 1 " 51 S Q F T 7' - 5 " X 4 ' - 9 " 43 S Q F T 19 ' - 2 " X 1 2 ' - 0 " 24 2 S Q F T 17 ' - 6 " X 1 8 ' - 1 0 " 40 2 S Q F T 8' - 0 " X 3 ' - 0 " 35 S Q F T 3' - 2 " X 1 ' - 8 " 7 S Q F T 12 ' - 5 " X 1 6 ' - 0 " 23 3 S Q F T 9' - 1 0 " X 4 ' - 1 1 " 51 S Q F T 17 ' - 1 " X 1 3 ' - 1 " 24 2 S Q F T 12 ' - 8 " X 9 ' - 8 " 14 8 S Q F T 3' - 0 " X 4 ' - 1 1 " 16 S Q F T GA R A G E , S L A B - F I L L LI V I N G A R E A ME C H A N I C A L ha r d w o o d s t a i r PR O P O S E D EL E C T R I C A L SE R V I C E H E R E . PR O P O S E D G A S SE R V I C E H E R E . 6" POURED WALL 8" TALL 8" POURED WALL 40" TALL ON 20 X 8 CONC FTG W/ 2 #4 BAR 10 " P O U R E D W A L L 9 ' - 0 " T A L L O N W/ S L A B L E D G E T O G A R A G E 20 X 8 C O N C F T G W / 2 # 4 B A R 8" POURED WALL 9'-0" TALL ON 20 X 8 CONC FTG W/ 2 #4 BAR 8" POURED WALL 9'-0" TALL ON 20 X 8 CONC FTG W/ 2 #4 BAR 8" P O U R E D W A L L 9 ' - 0 " T A L L O N 20 X 8 C O N C F T G W / 2 # 4 B A R CO N F I R M LO C A T I O N O F SU M P B A S K E T WI T H P M . 3. 5 " C O N C . F L R 6 M I L L P O L Y V A P O R R E T A R D E R MI N 4 " D R A I N R O C K SL O P E F L O O R T O O . H . D O O R 6" POURED WALL 8" TALL 8" POURED WALL 40" TALL ON 20 X 8 CONC FTG W/ 2 #4 BAR 6" P O U R E D W A L L 8 " T A L L 8" P O U R E D W A L L 4 0 " T A L L O N 20 X 8 C O N C F T G W / 2 # 4 B A R 8" P O U R E D W A L L 4 8 " T A L L O N 20 " X 8 " C O N C F T W / 2 # 4 ST E P F O O T I N G A N D W A L L BO T T O M H E I G H T A S S O I L DI C T A T E S . CO N F I R M LO C A T I O N O F FL O O R D R A I N WI T H P M . OP T I O N A L R U N D R A I N - T I L E T O D A Y L I G H T CU T R I G I D F O A M A T A 4 5 D E G . A N G L E A T S L A B E D G E . SL A B E L E V A T I O N TO P O F P O U R E D WA L L TO P O F SL A B - 4 " 1) 9 1/2" X 1 1/2" 1.5E LSL BE D R O O M CA R P E T CA R P E T LV P UN F I N I S H E D LV P TI L E S H O W E R CL O S E T GL A S S P A N E L D O O R EX E R C I S E CL O S E T UN F I N I S H E D TV BA R LI V I N G BA T H BA T H BA T H 2) 2 X 1 0 BE D R O O M CL O S E T SL I P I N F A C E FR A M E C A B I N E T 18" FLOOR TRUSSES DESIGN AND SPACING BY SUPPLIER 18" FLOOR TRUSSES DESIGN AND SPACING BY SUPPLIER 18" FLOOR TRUSSES DESIGN AND SPACING BY SUPPLIER P.T. 2X10 DECK JOIST 16" O.C. P.T. 2X10 DECK JOIST 16" O.C. CA R P E T 18" FLOOR TRUSSES DESIGN AND SPACING BY SUPPLIER FT G : 19 " D I A 6" M I N T H I C K N E S S FT G : 19 " D I A 6" M I N T H I C K N E S S 9 1 / 2 " L V L 1 3 / 4 2 . 0 E L V L 1' - 0 " C A N T O N D E C K B E A M 1' - 0 " C A N T D E C K J O I S T S 1' - 0 " C A N T D E C K J O I S T S DECK TENSION TIE DECK TENSION TIE DECK TENSION TIE DECK TENSION TIE GI R D E R FL O O R TR U S S 3, 9 6 5 # 2' X 2 ' X 1 2 " P A D F T G WI T H 3 ) # 4 B A R E . D I R 3, 5 7 1 # HEADER FOR STEP FOOTING GAP. 7 1/4" LSL 1 1/2" 1.5E 8, 4 3 3 # 3' X 3 ' X 1 2 " P A D F T G WI T H 4 ) # 4 B A R E . D I R 9, 7 2 5 # 3' X 3 ' X 1 2 " P A D F T G WI T H 4 ) # 4 B A R E . D I R UN E X , S T O O P A B O V E FT G : 14 " D I A 6" M I N T H I C K N E S S FT G : 14 " D I A 6" M I N T H I C K N E S S AN G L E D / H O O K E D RE B A R AN G L E D / H O O K E D RE B A R Walk Out Plan 6" 8' - 1 0 " 4" 8" 8' 2' - 8 1 / 4 " 1' - 6 3 / 4 " 1' - 7 1 / 4 " SLOPE STOOP 1/8"/FT MIN GARAGE FLOOR HEIGHT 4" 9' - 2 " 4" 9 1/4" 3 1 / 2 " 8' 10 " 3' - 8 " 3' - 4 1 / 2 " 5' - 4 " 3' - 1 1 5 / 1 6 " 3' - 8 " 6" 6" 1' - 6 3 / 4 " 9' - 9 1 / 2 " 9' 8" 10 " 4' - 6 " 1 1 / 2 " 9' - 1 1 / 2 " STOOP CROSS SECTION STOOP DETAIL TYPICAL LOWER LEVEL POURED WALL DETAIL STANDARD GARAGE FLOOR DESIGN WITHOUT FLOOR DRAINS. GARAGE DEPTH APPROX 24 FT. SLOPE FLOOR APPROXIMATELY 4" TO OVERHEAD DOOR. TOP OF SLAB 4" BELOW TOP OF FOUNDATION WALL AT FRONT OF GARAGE GARAGE FLOOR TOP OF SLAB FLUSH WITH TOP OF FOUNDATION WALL AT REAR OF GARAGE SINGLE TOP PLATE AT EXTERIOR WALL OPENINGS 7 1/4" LSL HEADERS, W/ 1 1/4" FURRING ON BOTTOM OF HEADER TYPICAL LOWER LEVEL LOOKOUT WALL DETAIL DR O P I N G R A D E T O LO O K O U T MI N 4 2 " F R O S T PR O T E C T I O N 4 RE V I S I O N T A B L E NU M B E R D A T E R E V I S E D B Y D E S C R I P T I O N 1 9 / 1 5 / 2 0 2 3 R Y A N M U O N I O GA R A G E E X P , P L O T P L A N , K I T H E N B O X VA U L T S 2 1 0 / 2 / 2 0 2 3 R Y A N M U O N I O PU S H E D G A R A G E T O F R O N T , R E V I S E D LO W E R L E V E L B A T H R O O M SHEET: SCALE: DR A W I N G S P R O V I D E D B Y : DATE: Wo o d c r a f t D e s i g n B u i l d I n c . Ry a n M u o n i o 52 6 9 U S H i g h w a y 1 2 Ma p l e P l a i n M N 5 5 3 5 9 5/7/2024 WA L K O U T P L A N Ge r m a n s o n Re s i d e n c e 15 0 1 B a y R i d g e R o a d O r o n o 1/4"=1'-0" See Engineering for additional hold downs and posts Enclosed space under stairs shall have walls and under-stair surface enclosed with 1/2" gypsum board Per MNRC R302.7 Provide fire blocking vertically at ceilings and floors, and horizontally at intervals not exceeding 10'. Unprotected portions of floor shall not exceed 80 Sq Ft. Mechanical ventilation required in all water closets Framing info is on beam calc sheet DN DW C1 8 C1 8 C1 2 C1 2 C2 1 C2 1 C3 8 C3 8 C0 1 C0 1 C1 3 C1 3 C4 4 C4 4 C2 2 C2 2 C2 2 C2 2 C1 1 C1 1 C0 2 C0 2 C1 5 C1 5 C1 5 C1 5 C1 7 C1 7 C3 5 C3 5 C0 3 C0 3 C1 5 C1 5 C3 3 C3 3 C2 6 C2 6 C0 6 C0 6 C0 8 C0 8 C1 0 C1 0 C0 6 C0 6 C1 5 C1 5 C1 1 C1 1 C1 1 C1 1 C4 5 C4 5 DW C1 8 C1 8 C1 2 C1 2 C2 1 C2 1 C3 8 C3 8 C0 1 C0 1 C1 3 C1 3 C4 4 C4 4 C2 2 C2 2 C2 2 C2 2 C1 1 C1 1 C0 2 C0 2 C1 5 C1 5 C1 5 C1 5 C1 7 C1 7 C3 5 C3 5 C0 3 C0 3 C1 5 C1 5 C3 3 C3 3 C2 6 C2 6 C0 6 C0 6 C0 8 C0 8 C1 0 C1 0 C0 6 C0 6 C1 5 C1 5 C1 1 C1 1 C1 1 C1 1 C4 5 C4 5 C0 5 C0 5 C4 1 C4 1 C4 0 C4 0 C4 2 C4 2 C4 3 C4 3 C1 9 C1 9 C3 6 C3 6 C2 0 C2 0 C0 7 C0 7 C2 8 C2 8 C0 9 C0 9 C0 7 C0 7 C0 7 C0 7 C0 7 C0 7 C3 9 C3 9 C3 7 C3 7 C2 3 C2 3 W0 5 - 6 0 6 0 D C W0 5 W0 5 W2 3 - 6 0 2 6 D C W2 3 W2 3 W2 6 - 6 0 6 0 D C W2 6 W2 6 W0 8 - 6 0 2 6 D C W0 8 W0 8 26 6 8 D0 6 D0 6 50 6 8 D0 9 D0 9 W02-2660SC W0 2 W0 2 W1 6 - 5 0 6 0 W1 6 W1 6 W0 1 - 2 6 6 0 F X W0 1 W0 1 W2 0 - 5 0 6 0 W2 0 W2 0 4020FX W1 3 W1 3 D02-16080 D0 2 D0 2 W1 0 - 5 0 6 0 F X W1 0 W1 0 D0 3 - 2 8 6 8 D0 3 D0 3 2680 D2 4 D2 4 266 8 D2 8 D2 8 2868 D1 4 D1 4 26 6 8 D0 5 D0 5 26 8 0 D0 4 D0 4 40 2 0 F X W2 9 W2 9 40 2 0 F X W2 8 W2 8 40 2 0 F X W2 7 W2 7 2668 D1 5 D1 5 2668 D2 7 D2 7 13 1 6 W N 13 1 6 W N D13-3068 D1 3 D1 3 4020FX W2 5 W2 5 26 8 0 D0 8 D0 8 28 8 0 D3 1 D3 1 2 PLY 24" LVL 35 5 8 D2 0 D2 0 D1 2 - 2 8 8 0 D1 2 D1 2 13 1 6 W N 26 8 0 D2 2 D2 2 W09-2660SC W0 9 W0 9 W30-2660SC W3 0 W3 0 9080 D1 0 D1 0 W1 1 - 7 5 6 0 T C W1 1 W1 1 26 6 0 F X W1 8 W1 8 60 8 0 D1 9 D1 9 26 6 0 F X W1 9 W1 9 40 2 0 F X W2 4 W2 4 40 2 0 F X W2 2 W2 2 40 2 0 F X W2 1 W2 1 26 8 0 D3 5 D3 5 W0 6 - 5 0 6 0 F X W0 6 W0 6 50 2 7 F X W1 5 W1 5 10 8 0 F X W0 3 W0 3 60 2 6 F X W0 7 W0 7 36 8 0 D1 8 D1 8 10 8 0 F X W1 7 W1 7 2680 D0 1 D0 1 2880 26 6 8 D3 6 D3 6 DN DN UP CS 4 7 CS 4 7 CROSSE SECTION 4 CS 1 7 CS 1 7 CR O S S S E C T I O N 1 CS 2 7 CS 2 7 CR O S S S E C T I O N 2 E7E7 EL E V A T I O N 3 CS 3 7 CS 3 7 CROSS SECTION 3 S4S4 CROSS SECTION 4 E33E33 EXTERIOR ELEVATION LEFT, NORTH E53E53 EXTERIOR ELEVATION RIGHT, SOUTH E42E42 EX T E R I O R E L E V A T I O N L A K E S I D E , E A S T 26 ' 22 ' 4' 49 ' CL 5' - 6 " 5' - 5 1 / 2 " 10 ' CL 3' - 6 1 / 2 " 4' CL 6' - 4 " CL 6' - 6 " CL 6' - 6 " 3' - 2 " 28 ' - 6 " 22 ' - 6 " CL 9' - 6 " 10 ' - 6 " CL 9' 8' - 6 " CL 9' CL 4' - 7 " 3' - 1 1 " CL 7' 7' 20 ' 17 ' - 6 " 17 ' - 6 " 14 ' 69 ' 2' 4' CL 10'2'-6" 14'12'-6" 80'-6" 4' 4'13'CL 11'12'8' 17'31' 4' 4' CL 9'-3 1/8" CL 6'-6 5/8" CL1'-9"10'-9 1/4" CL 10'-6 1/2"5'-7 1/2" CL 5'-6"34' CL 15'-9 3/4"12'-6 1/4"16'-2"40' 28'-4"56'-2" 91 1/2" 42" 75 ' 2' 51 ' CL 5' - 7 3 / 4 " CL 3' - 2 1 / 2 " CL 6' - 0 3 / 4 " CL 3' - 8 1 / 2 " CL8" CL 5' - 6 " 3' - 3 1 / 2 " 37 1 / 2 " 5' 5' 12' 18 ' 26'-6" 2' - 1 0 1 / 4 " 15 ' - 1 3 / 4 " 3' - 0 1 / 2 " 11 ' - 9 " 3' - 1 1 / 2 " 6' 5'-5" CL 2' - 1 1 / 2 " CL 9' - 6 3 / 4 " CL 3' - 3 5 / 8 " CL 3' - 9 " CL 6' CL 7' - 8 1 / 4 " 8' - 9 3 / 4 " 2' 3' 3' 2' 8' 2' 4'4' 23 5 8 S Q F T 8' - 4 " X 1 2 ' - 1 1 " 11 9 S Q F T 12 ' - 1 1 " X 1 0 ' - 1 0 " 16 5 S Q F T 12 ' - 6 " X 1 2 ' - 8 " 17 3 S Q F T LI V I N G A R E A be n c h ga s f i r e p l a c e un - f i n i s h e d 5/ 8 t y p e x d r y w a l l t o bo t t o m o f r o o f s h e a t h i n g 3) 1 3/4" x 11 7/8" 2.0E LVL 3. 5 " C O N C . F L R RE - B A R E A C H D I R 3 ' O . C . 6 M I L L P O L Y V A P O R RE T A R D E R 1) 2 X 1 0 1) 2 X 1 0 (1) 1 1/2" x 9 1/2" 1.5E LSL 2) 9 1/2" X 1 1/2" 1.5E LSL 1) 9 1 / 2 " X 1 1 / 2 " 1 . 5 E L S L BL A C K M E T A L WI T H C A B L E R A I L HA R D W O O D S T A I R MA I N L E V E L , W H I T E O A K E N G I N E E R E D TI L E O P T I O N 1 , W H I T E M A R B L E T I L E LV P O P T I O N 2 LV P LV P TI L E 9'1-1/8" PLATE HEIGHT 9' 1 - 1 / 8 " P L A T E H E I G H T 9' 1 - 1 / 8 " P L A T E H E I G H T 13' PLATE HEIGHT 9'1-1/8" PLATE HEIGHT HA R D W O O D HA R D W O O D 13' PLATE HEIGHT 13' PLATE HEIGHT 13' PLATE HEIGHT TR E X S E L E C T D E C K I N G BL A C K A L U M I N U M , W I T H C A B L E R A I L HA R D W O O D CO N C R E T E S T O O P CO N C R E T E S T O O P CU B B I E S W I T H CA B I N E T B E N C H T O P BENCH AS C E N T 5 6 LI N E A R FI R E P L A C E WA T E R F A L L T O P WATERFALL TOP INSTALL 2" RIGID FOAM TO INTERIOR SIDE OF LVL BEAM ti l e t o c e i l i n g a l l s h o w e r s ti l e t o c e i l i n g a l l s h o w e r s BENCH WITH WOOD TOP HA R D W O O D HA R D W O O D 72 I N C H T U B . M I N 11 22 33 44 SH E L F A N D R O D WA L L H U N G V A N I T Y WI T H U N D E R C A B LI G H T I N G E E CL O S E T OF F I C E 2 OF F I C E O N E DROP BEAM A BOTTOM OF HEADER AT 9'-1 1/8" G P U L L O U T G P U L L O U T 2) 2X10 DROPPED HEADER PORCH DROP BEAM B PORCH DROP BEAM B DN DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE D01 2680 1 1 2680 L IN D02 D02-16080 1 1 16080 D03 D03-2868 1 1 2868 R EX D04 2680 1 1 2680 L IN D05 2668 1 1 2668 R IN D06 2668 1 1 2668 L D07 6080 1 0 6080 L EX D08 2680 1 1 2680 L IN D09 5068 1 1 5068 L IN D10 9080 1 1 9080 D11 2668 1 0 2668 R IN D12 D12-2880 1 1 2880 L D13 D13-3068 1 1 3068 L EX D14 2868 1 1 2868 L IN D15 2668 1 1 2668 L D16 2668 1 0 2668 L D17 6080 1 0 6080 R EX D18 3680 1 1 3680 D19 6080 1 1 6080 L EX D20 3558 1 1 3558 R IN D21 2668 1 0 2668 L D22 2680 1 1 2680 R IN D23 2468 1 0 2468 R IN D24 2680 1 1 2680 L D25 2668 1 0 2668 L IN D26 2468 1 0 2468 R D27 2668 1 1 2668 R D28 2668 1 1 2668 L D29 2668 1 0 2668 L IN D30 2668 1 0 2668 L D31 2880 1 1 2880 L IN D32 2468 1 0 2468 R D33 5068 1 0 5068 L/R IN D34 2668 1 0 2668 L IN D35 2680 1 1 2680 R IN D36 2668 1 1 2668 R IN D37 2868 1 0 2868 R IN WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE EGRESS DESCRIPTION COMMENTS W01 W01-2660FX 1 1 2660FX FIXED GLASS W02 W02-2660SC 1 1 2660SC YES SINGLE CASEMENT-HL W03 1080FX 1 1 1080FX FIXED GLASS W04 W04-5046 1 0 5046 DOUBLE CASEMENT FIXED W05 W05-6060DC 1 1 6060DC DOUBLE CASEMENT W06 W06-5060FX 1 1 5060FX FIXED GLASS W07 6026FX 1 1 6026FX FIXED GLASS W08 W08-6026DC 1 1 6026DC DOUBLE CASEMENT W09 W09-2660SC 1 1 2660SC YES SINGLE CASEMENT-HR W10 W10-5060FX 1 1 5060FX FIXED GLASS W11 W11-7560TC 1 1 7560TC TRIPLE CASEMENT W12 ESCA2640 E*1 0 2646SC YES SINGLE CASEMENT-HL EGRESS W13 4020FX 1 1 4020FX FIXED GLASS W14 7646TC 1 0 7646TC YES TRIPLE CASEMENT-RHR W15 5027FX 1 1 5027FX FIXED GLASS W16 W16-5060 1 1 5060 DOUBLE CASEMENT FIXED W17 1080FX 1 1 1080FX FIXED GLASS W18 2660FX 1 1 2660FX FIXED GLASS W19 2660FX 1 1 2660FX FIXED GLASS W20 W20-5060 1 1 5060 DOUBLE CASEMENT FIXED W21 4020FX 1 1 4020FX FIXED GLASS W22 4020FX 1 1 4020FX FIXED GLASS W23 W23-6026DC 1 1 6026DC DOUBLE CASEMENT W24 4020FX 1 1 4020FX FIXED GLASS W25 4020FX 1 1 4020FX FIXED GLASS W26 W26-6060DC 1 1 6060DC DOUBLE CASEMENT W27 4020FX 1 1 4020FX FIXED GLASS W28 4020FX 1 1 4020FX FIXED GLASS W29 4020FX 1 1 4020FX FIXED GLASS W30 W30-2660SC 1 1 2660SC YES SINGLE CASEMENT-HR W31 3168FX 1 0 3168FX FIXED GLASS W32 5046DC 1 0 5046DC DOUBLE CASEMENT FIXED W33 5046DC 1 0 5046DC DOUBLE CASEMENT FIXED W34 W34-5046 1 0 5046 DOUBLE CASEMENT FIXED 5 RE V I S I O N T A B L E NU M B E R D A T E R E V I S E D B Y D E S C R I P T I O N 1 9 / 1 5 / 2 0 2 3 R Y A N M U O N I O GA R A G E E X P , P L O T P L A N , K I T H E N B O X VA U L T S SHEET: SCALE: DR A W I N G S P R O V I D E D B Y : DATE: Wo o d c r a f t D e s i g n B u i l d I n c . Ry a n M u o n i o 52 6 9 U S H i g h w a y 1 2 Ma p l e P l a i n M N 5 5 3 5 9 5/7/2024 MA I N L E V E L P L A N Ge r m a n s o n Re s i d e n c e 15 0 1 B a y R i d g e R o a d O r o n o 1/4"=1'-0" Must be 20 Min Fire Door Drain to daylight. Tempered window required Per MNF&G 505.4 Hoods exhausting in excess of 400cfm must provide heated makeup air at a rate approx equal to exhaust air rate Calcs say 300 cfm Framing info is on beam calc sheet See Engineering for additional hold downs and posts 5 : 12 5 : 1 2 5 : 12 5 : 1 2 5 : 12 5 : 1 2 5 : 12 5 : 1 2 5 : 12 5 : 1 2 5 : 12 5 : 1 2 5 : 12 5 : 1 2 5 : 12 5 : 1 2 5 : 12 5 : 1 2 5 : 12 4 1/4 : 12 5 : 1 2 5 : 12 5 : 1 2 5 : 12 5 : 1 2 5 : 12 BL A C K A L U M I N U M S O F F I T V E N T E D LP S M A R T S I D E F A S C I A 1010 36 " O v e r h a n g T y p i c a l th i s o v e r h a n g t o b e r e d u c e d 6 " . 2 ' 6 " O H 11 22 33 44 55 66 77 1111 1515 1616 1616 1717 1818 2020 55 66 77 88 99 1313 Roof Plan View DN CABINET SCHEDULE NUMBER LABEL QTY FLOOR WIDTH DEPTH HEIGHT DESCRIPTION CODE MANUFACTURER COMMENTS C01 3DB30 1 1 30" 24" 36" BASE CABINET C02 BCB18R 1 1 18" 24" 36" BASE CABINET C03 B47 1 1 47 1/4" 24" 36" BASE CABINET C04 W3748 1 0 37 3/16" 12" 48" WALL CABINET C05 U2424102R 1 1 24" 24" 102" UTILITY CABINET C06 3DB924 2 1 9" 24" 24" BASE CABINET C07 W2436R 4 1 24" 12" 36" WALL CABINET C08 BCB43L 1 1 42 5/8" 24" 36" BASE CABINET C09 W3448 1 1 34 1/4" 12" 48" WALL CABINET C10 B25L 1 1 24 5/8" 24" 36" BASE CABINET C11 B24R 3 1 24" 24" 36" BASE CABINET C12 B24L 1 1 24" 24" 36" BASE CABINET C13 B40 1 1 39 15/16" 24" 36" BASE CABINET C14 SB2421L 2 0 24" 21" 36" BASE CABINET C15 B242118 4 1 24" 21" 18" BASE CABINET C16 W3648 1 0 36" 12" 48" WALL CABINET C17 SB30 1 1 30" 24" 36" BASE CABINET C18 SB36 1 1 36" 24" 36" BASE CABINET C19 BCW1848L 1 1 18" 12" 48" WALL CABINET C20 W2548L 1 1 24 5/8" 12" 48" WALL CABINET C21 4DB26 1 1 26" 24" 36" BASE CABINET C22 SB2424 2 1 24" 24" 24" BASE CABINET C23 W242424L 1 1 24" 24" 24" WALL CABINET C24 B1821L 2 0 18 7/16" 21" 36" BASE CABINET C25 SB24R 1 0 24" 24" 36" BASE CABINET C26 SB332124 1 1 33" 21" 24" BASE CABINET C27 B921L 2 0 9" 21" 36" BASE CABINET C28 BCW2448L 1 1 24" 12" 48" WALL CABINET C29 W303124 1 0 29 9/16" 24" 30 9/16" WALL CABINET C30 B12R 2 0 12" 24" 36" BASE CABINET C31 W3530 1 0 34 13/16" 12" 30" WALL CABINET C32 B30 2 0 30" 24" 36" BASE CABINET C33 B951618 1 1 94 1/2" 16 1/16" 18" BASE CABINET C34 U362490 1 0 36 3/8" 24" 90" UTILITY CABINET C35 3DB1824 1 1 18" 24" 24" BASE CABINET C36 W3648 1 1 36" 12" 48" WALL CABINET C37 W2748 1 1 27" 12" 48" WALL CABINET C38 4DB24 1 1 24" 24" 36" BASE CABINET C39 W2448 1 1 24" 12" 48" WALL CABINET C40 U3324105 1 1 33" 24" 105" UTILITY CABINET C41 U3324102 1 1 33" 24" 102" UTILITY CABINET C42 U322490 1 1 32 3/8" 24" 90" UTILITY CABINET C43 U242490R 1 1 24" 24" 90" UTILITY CABINET C44 3DB19 1 1 18 15/16" 24" 36" BASE CABINET C45 B11R 1 1 11 3/8" 24" 36" BASE CABINET 6 RE V I S I O N T A B L E NU M B E R D A T E R E V I S E D B Y D E S C R I P T I O N 1 9 / 1 5 / 2 0 2 3 R Y A N M U O N I O GA R A G E E X P , P L O T P L A N , K I T H E N B O X VA U L T S SHEET: SCALE: DR A W I N G S P R O V I D E D B Y : DATE: Wo o d c r a f t D e s i g n B u i l d I n c . Ry a n M u o n i o 52 6 9 U S H i g h w a y 1 2 Ma p l e P l a i n M N 5 5 3 5 9 5/7/2024 RO O F Ge r m a n s o n Re s i d e n c e 15 0 1 B a y R i d g e R o a d O r o n o SOFFIT TO REMAIN AT STANDARD HEIGHT. FASCIA TO MAKE UP THE DIFFERENCE. 1/4"=1'-0" Attic access is required. Shall be not less than 22" x 30" and be located in an accessible location. BOTTOM OF FOOTING -11.4' TOP OF PLATE -1.6' 9' - 9 1 / 2 " TOP OF SUBFLOOR - 1ST FLOOR 0' 1' - 6 3 / 4 " TOP OF PLATE 9.1' 9' - 1 1 / 8 " HIGHEST RIDGE 17.8' 8' - 9 " Cross Section 1 4020FX W13W13 BOTTOM OF FOOTING -11.4' TOP OF SLAB - FOUNDATION -10.4' 1' TOP OF GREEN PLATE -1.6' 8' - 9 1 / 2 " TOP OF SUBFLOOR - 1ST FLOOR 0' 1' - 6 3 / 4 " HIGHEST RIDGE 17.8' 17 ' - 1 0 1 / 8 " 9' PO U R E D W A L L CL G H G T 4020FX W13W13 Crosse Section 4 3'-2 1/4" 4' - 1 0 1 / 2 " 5' - 6 5 / 8 " 17 RISES AT 7 5/16 (F.VERIFY) 8 TREADS AT 10 MIN LANDING MIN 36" DEPTH 7 TREADS AT 10 MIN 80" MINIMUM CLEARANCE ACTUAL WILL BE 88" +- Cross Section 3 6" 1' 8' - 1 0 " 1' - 6 " 3/ 4 " 1' 3' 1' - 1 1 / 8 " 8' 9' - 1 1 / 8 " 1' - 8 1 / 4 " 9' - 8 " 6' 2' 20X8 CONC FT WITH 2#4 BAR EXTERIOR AND INTERIOR DRAINTILE FILTER FABRIC R-10 EXTERIOR INSULATION 8" POURED WALL, 9'-0" TALL RE-ENFORCING DESIGN BY VENDOR HALF INCH AIR GAP MIN R-5 INSULATION INTERIOR OF FOUNDATION WALL 2X4 ENERGY WALL TYPICAL P.T. PLATE 3.5" CONC SLAB WITH BAR. OPTIONAL R-10 RIGID INSULATION MIN 6" DRAIN ROCK VAPOR RETARDER VAPOR RETARDER DRYWALL ALL INTERIOR WALLS TYP SPAN RATED DRYWALL ALL CEILINGS DRAFT STOP 3/4" SUBFLOOR, GLUED AND NAILED VAPOR RETARDER DRYWALL ALL INTERIOR WALLS 7/16 OSB FASTENED PER ATTACHED A.M. ENGINEERING SPECS R-20 FIBERGLASS BATT INSULATION 1" AIR GAP TYPICAL LP FASCIA ALUMINUM ROYAL CONTINUOUS VENTED SOFFIT TRUSSES PER DESIGN, 24" O.C. OSB ROOF SHEATHING, 15/32 #15 ROOFING UNDERLAYMENT ARCHITECTURAL ASPHALT SHINGES VENTING AT RIDGE 1/150TH WRB PER CODE LP SMARTSIDE LAP SIDING TYPICAL WALL DETAIL W10-5060FX W10W10 W10-5060FX W10W10 Cross Section 2 7 RE V I S I O N T A B L E NU M B E R D A T E R E V I S E D B Y D E S C R I P T I O N SHEET: SCALE: DR A W I N G S P R O V I D E D B Y : DATE: Wo o d c r a f t D e s i g n B u i l d I n c . Ry a n M u o n i o 52 6 9 U S H i g h w a y 1 2 Ma p l e P l a i n M N 5 5 3 5 9 5/7/2024 SE C T I O N S Ge r m a n s o n Re s i d e n c e 15 0 1 B a y R i d g e R o a d O r o n o 1/4"=1'-0" Level Member Name Results (Max UTIL %) Current Solution Comments Roof: roof beam or girder truss front to back Passed (69% M)2 piece(s) 1 3/4" x 24" 2.0E Microllam® LVL w30 office north Passed (36% R)2 piece(s) 2 x 10 SPF No.1/No.2 w11 office lakeside Passed (58% M)2 piece(s) 2 x 10 SPF No.1/No.2 w18 /D19/W19 Passed (80% R)2 piece(s) 1 1/2" x 7 1/4" 1.5E TimberStrand® LSL w23/w05 Passed (74% R)1 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL W16/W01/W20 Passed (102% R)2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL W02 Passed (22% R)2 piece(s) 2 x 10 SPF No.1/No.2 w29 Passed (91% R)2 piece(s) 2 x 10 SPF No.1/No.2 w28 Passed (91% R)2 piece(s) 2 x 10 SPF No.1/No.2 w27 Passed (91% R)2 piece(s) 2 x 10 SPF No.1/No.2 w15/w06 Passed (42% R)2 piece(s) 2 x 10 SPF No.1/No.2 front door, w17/d18/w03 Passed (50% R)2 piece(s) 2 x 10 SPF No.1/No.2 w10 Passed (67% R)2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL w13 Passed (84% R)2 piece(s) 2 x 10 SPF No.1/No.2 d02 garage door Passed (56% R)3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL d10 garage door Passed (19% R)2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL w24 Passed (67% R)1 piece(s) 2 x 10 SPF No.1/No.2 w22 Passed (67% R)1 piece(s) 2 x 10 SPF No.1/No.2 w21 Passed (67% R)1 piece(s) 2 x 10 SPF No.1/No.2 d13 garage side door Passed (84% R)2 piece(s) 2 x 10 SPF No.1/No.2 w25 Passed (89% R)1 piece(s) 2 x 10 SPF No.1/No.2 w09 Passed (72% R)1 piece(s) 2 x 10 SPF No.1/No.2 Roof: Drop Beam, A, the 5'5" opening Passed (48% M)2 piece(s) 2 x 10 SPF No.1/No.2 porch drop beam, B Passed (37% R)1 piece(s) 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL porch drop beam C Passed (58% M)1 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Floor: Joist Not Designed lower level Member Name Results (Max UTIL %) Current Solution Comments patio doors lower level Passed (70% M)2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Floor: deck beam Passed (82% ΔL)3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL deck walkway beam Passed (22% ΔL)2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL w14 Passed (71% ΔT)3 piece(s) 1 1/2" x 7 1/4" 1.5E TimberStrand® LSL w04 / w31 Passed (102% R)2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL d07/d17 Passed (86% R)2 piece(s) 1 1/2" x 7 1/4" 1.5E TimberStrand® LSL w32/w12/w33 Passed (94% R)3 piece(s) 1 1/2" x 7 1/4" 1.5E TimberStrand® LSL d33 Passed (45% R)3 piece(s) 1 1/2" x 7 1/4" 1.5E TimberStrand® LSL face frame cabinet opening Passed (28% R)3 piece(s) 1 1/2" x 7 1/4" 1.5E TimberStrand® LSL d37 Passed (41% R)2 piece(s) 1 1/2" x 7 1/4" 1.5E TimberStrand® LSL d21 Passed (71% R)2 piece(s) 1 1/2" x 7 1/4" 1.5E TimberStrand® LSL d23 Passed (84% R)1 piece(s) 1 1/2" x 7 1/4" 1.5E TimberStrand® LSL Floor: Flush Beam Passed (98% ΔL)1 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL floor girder, sizing only Passed (29% R)3 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL flr joist sizing only Passed (5% R)3 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL w31 Passed (67% R)2 piece(s) 1 1/2" x 7 1/4" 1.5E TimberStrand® LSL header for ftg step gap Passed (67% R)1 piece(s) 1 1/2" x 7 1/4" 1.5E TimberStrand® LSL Germanson Residence JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 5/8/2024 12:19:15 AM UTC Ryan Muonio Woodcraft Design Build Inc. (612) 290-0895 ryan@woodcraftdesignbuild.com ForteWEB v3.7 File Name: Germanson Residence Germanson Residence 1501 Bay Ridge Road Orono MN Page 1 / 1 A.M. STRUCTURAL ENGINEERING 112 EAST MAPLE ST. RIVER FALLS, WI 54022 07 May 2024 Ryan Muonio Woodcraft Design Build. Inc 5269 US Hwy 12 Maple View, MN 55359 Re: Lateral Bracing of Germanson Residence Orono, MN Dear Ryan: The lateral bracing of the residence was designed under the criteria of IRC section R301 Engineered Design. Our office has utilized provision of the 201 8 IBC to provide lateral bracing for the house. These provisions include the following: 1. Wind pressure calculations per ASCE 7-16. 2. Wood framed shear walls per the National Design Specification (NDS) for Wood Construction Please call me if you have any questions concerning the above. Sincerely, A.M. Structural Engineering, LLC Rachel L. Farren, E.I.T. Daniel J. Kopchinski, P.E. MN Reg. No. 53130 (let4030a) 2-2 x 6 K I N G S T U D S 2-2 x 6 K I N G S T U D S 2-2 x 6 K I N G STU D S 2-2 x 6 K I N G STU D S 2-2 x 6 K I N G STU D S 2-2 x 6 K I N G STU D S S3 STRUCTURAL DETAILS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Date: 05/23/2024 Daniel J. Kopchinski, P.E. Reg. No. 53130 I hereby certify that this plan, specification or rep was prepared by me or under my direct supervis and that I am a duly licensed professional engine under the laws of the state of Minnesota. Date: 05/23/2 Daniel J. Kopchinski, P.E. Reg. No. 531 I hereby certify that this plan, specification or rep was prepared by me or under my direct supervis and that I am a duly licensed professional engine under the laws of the state of Minnesota. Date: 05/23/2 Daniel J. Kopchinski, P.E. Reg. No. 531 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 wa 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 Print Name: Signed: Nick Hanson I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. License Number:1-1-24 46665Date: SCOPE OF DRAWINGS: 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, 2024. 2024 FOUNDATION GUIDE: DRAWING INDEX: 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 STOOP DETAIL S15 COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 150 4.001 January 1, 2024 S0 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 DRAWING USE GUIDELINES AND LIMITATIONS 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. LIMITATIONS 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. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 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. COLD WEATHER GUIDELINES: 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. MATERIALS 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 - 3 4" 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 EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 151 4.001 January 1, 2024 S1 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 GENERAL NOTES 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 IN ACCORDANCE 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. 20.THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOIL PRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGN FOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW AND CONSENT OF THE HANSON GROUP. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 152 4.001 January 1, 2024 S2 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 (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 DETAIL B 3" M I N T Y P CONCRETE STRIP FOOTING 1 1 B DETAIL A 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 ELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 153 4.001 January 1, 2024 S3 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 6" MIN. WOOD FRAMING ABOVE BY OTHERS12"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 2024© City: ofSheet: Drawing Date: Project Number: 154 4.001 January 1, 2024 S4 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 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 ANCHOR BOLTS (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 2024© City: ofSheet: Drawing Date: Project Number: 155 4.001 January 1, 2024 S5 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 6' - 0 " M A X 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 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 #4 x 5'-0" HOOKS @ 24" O.C. EMBEDDED IN FOUNDATION WALL & CAST INTO SLAB (MAY REDUCE 2'-0" LEG LENGTH & DRILL IN & EPOXY 8" MIN. INTO FOUNDATION WALL) 3'-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) 2' - 0 " COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 156 4.001 January 1, 2024 S6 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 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 PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW 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 CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS, HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 157 4.001 January 1, 2024 S7 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 GR A D E 6 0 # 6 V E R T I C A L B A R S P A C I N G F O R F U L L H E I G H T W A L L S w / F ' c = 3 0 0 0 P S I AL T E R N A T I V E T O C O D E T A B L E R 4 0 4 . 1 . 2 EQ U I V A L E N T V E R T I C A L R E B A R SU B S T I T U T I O N T A B L E BA C K F I L L T Y P E CL E A R H E I G H T (S E E S 7 ) BA C K F I L L H E I G H T (S E E S 7 ) 8' - 0 " O R L E S S 9' - 0 " M A X . 10 ' - 0 " M A X . 7' - 6 " 7' - 0 " O R L E S S 8' - 6 " 8' - 0 " 7' - 0 " 6' - 0 " O R L E S S 9' - 6 " 9' - 0 " 8' - 0 " 7' - 0 " 6' - 0 " O R L E S S 8" 10 " 1 2 " 8" 10 " 1 2 " 8" 10 " 1 2 " NO N E N O N E N O N E NO N E N O N E NO N E N O N E NO N E N O N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E N O N E NO N E N O N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E * = N O N E I F F ' 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 2024© City: ofSheet: Drawing Date: Project Number: 158 4.001 January 1, 2024 S8 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 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 2024© City: ofSheet: Drawing Date: Project Number: 159 4.001 January 1, 2024 S9 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 6" 12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 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 TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPECLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 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 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (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 23 4" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 1510 4.001 January 1, 2024 S10 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 1 2"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 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" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 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 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 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 1511 4.001 January 1, 2024 S11 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 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 2024© City: ofSheet: Drawing Date: Project Number: 1512 4.001 January 1, 2024 S12 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 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 2024© City: ofSheet: Drawing Date: Project Number: 1513 4.001 January 1, 2024 S13 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 10 ' - 0 " M A X 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 1' - 6 " M I N 3'-0" EACH WAY MIN 112" 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 2024© City: ofSheet: Drawing Date: Project Number: 1514 4.001 January 1, 2024 S14 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340 BA C K F I L L H E I G H T ( N O T T O E X C E E D 1 0 ' - 0 " ) SEE S7 FOR TYPICAL FOUNDATION WALL & FOOTING CONSTRUCTION MAINTAIN MIN. 6" WIDE STEMWALL WITH EXTERIOR LEDGE WOOD FLOOR SYSTEM BY OTHERS BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM) FLASHING & WATERPROOFING BY OTHERS STOOP SLAB BY OTHERS * SEE S10 FOR FLOOR TO SILL CONNECTION 112" CLEAR BUILD UP w/ RIGID INSULATION BELOW SLAB TO MAINTAIN 10'-0" MAX. BACKFILL HEIGHT AS REQ'D OR PROVIDE SITE SPECIFIC ENGINEERING (M A Y S U B T R A C T 6 " F O R U S E I N T A B L E L I M I T S F O R S A N D Y C L A Y & C L A Y S O I L S D U E T O G R A N U L A R F I L L B E L O W S T O O P S L A B ) * M O D I F I E D C L E A R H E I G H T * SEE REBAR TABLE S8 FOR VERTICAL REBAR * SEE S11 FOR ANCHOR BOLTS * FOR REBAR TABLE S7, FLOOR TO SILL CONNECTION TABLE S10, AND ANCHOR BOLT TABLE S11 USE MODIFIED CLEAR HEIGHT OF 9'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 8'-6" AND USE MODIFIED CLEAR HEIGHT OF 10'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 9'-6" (MAY REDUCE BACKFILL HEIGHT BY 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY AND CLAY SOILS) COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 1515 4.001 January 1, 2024 S15 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STOOP DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Metro Foundations 20150 75th Avenue North, Suite A Corcoran, MN 55340