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HomeMy WebLinkAbout740 Willow Drive South - Building Plans: ResidentialSHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 AT.0 740 Willow Dr. S Orono, MN. 55391 Wilkins Residence TITLE SHEET CROSS REFERENCE / COORDINATION NOTES: PROJECT CONTACTS: PROPERTY DESCRIPTION: FRONT ELEVATION VIEW REAR ELEVATION VIEW Architect: James McNeal, AIA JMAD Architecture 275 Market Street Suite 135 Minneapolis, Minnesota 55405 c: (612) 990-0388 e: Jim@JMAD.design Principal Designer: Angela DeCoux JMAD Architecture 275 Market Street Suite 135 Minneapolis, Minnesota 55405 c: (763)458-2387 e: Angela@JMAD.design General Contractor: John Kraemer & Sons, Inc. 4906 Lincoln Drive Edina, MN 55436 c: (952) 935-9100 e: john@jkandsons.com Interior Designer: Pamela Cariveau (c): 952.818.6297 (e): pam@jmad.design Structural Engineer: Nick Hanson The Hanson Group, LLC 5851 Cedar Lake Road, Suite 202 St. Louis Park, MN. 55416 (c): (612)708-3572 THE SINGLE FAMILY RESIDENCE CONSISTS OF A SLAB ON GRADE MAIN LEVEL WITH AN ATTACHED GARAGE. OUTDOOR FEATURES INCLUDE PATIO AREAS. INTERIOR SPACE INCLUDES THREE BEDROOMS AND THREE FULL BATHROOMS. PRIMARY EXTERIOR MATERIAL IS TO BE LAP OR SHIPLAP SIDING WITH METAL ACCENTS. THE ROOF WILL BE CLAD IN ASPHALT SHINGLES. 1.THE SITE PLAN SHOWN IS MEANT TO CONVEY THE DESIGN INTENT. 2.REFER TO THE CIVIL GRADING AND DRAINAGE PLAN FOR ADDITIONAL INFORMATION AND REFERENCE REGARDING FINISH GRADE ELEVATIONS. 3.REFER TO THE LANDSCAPE DRAWINGS FOR INFORMATION AND REFERENCE REGARDING ALL EXTERIOR HARDSCAPE MATERIALS, SITE LIGHTING, PLANTING, ECT. 4.REFER TO THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND REFERENCE REGARDING THE VARIOUS UTILITY LINES AND CONNECTION POINTS ADJACENT TO THE RESIDENCE STRUCTURE. GENERAL PROJECT NOTES: 1.ALL CONSTRUCTION TO MEET OR EXCEED ALL GOVERNING BUILDING CODES AND APPLICABLE ZONING ORDINANCES. 2.SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT, FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 3.VERIFY ROUGH-IN DIMENSIONS FOR EQUIPMENTS WITH MANUFACTURER. 4.ALL PRODUCTS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. PROJECT VICINITY MAP: LIVABLE 2,859 S.F. 3 CAR GARAGE 842 S.F. MECHANICAL 78 S.F. COV. ENTRY 43 S.F. COV. PATIO 69 S.F. TOTAL UNDER ROOF 3,891 S.F. AREA CALCULATIONS: SHEET INDEX: AT.0 TITLE SHEET SP1.0 SITE PLAN A1.0 FOUNDATION PLAN A1.0.1 FOUNDATION DETAILS A1.1 MAIN LEVEL PLAN A1.2 CLERESTORY PLAN A1.3 ROOF PLAN A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A3.1 BUILDING SECTIONS A3.2 BUILDING SECTIONS A4.1 MAIN LEVEL ROOF FRAMING PLAN A4.2 CLERESTORY LEVEL ROOF FRAMING PLAN Reviewed for Code Compliance Nicole Post RPS25-000008 7-14-25 Approved plans must be on site for the duration of the project. Plans must be available to inspector. Please call 952-249-6000 to schedule all inspections. Have permit number and address when calling. Separate Permits Required Plumbing Mechanical Fireplace Electrical 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. If vegetation is not fully established at the time of CO issuance, the erosion control escrow will continue to be held. GRAVEL DRIVEWAY RESIDENCE DRIVEWAY 3 CAR GARAGE PATIO (E ) 9 3 6 (E ) 9 4 0 (E) 9 4 2 (E ) 9 4 4 (E ) 9 4 2 (E) 9 4 0 (E)938 (E)94 2 (E ) 9 4 0 (E)938 (E ) 9 3 8 (E)9 4 0 (E ) 9 4 2 (E)9 4 4 (E ) 9 3 2 (E ) 9 3 4 (E ) 9 3 8 (N ) 9 3 8 (N)9 3 8 (N ) 9 4 0 (N ) 9 3 2 (N ) 9 3 4 (N)9 4 0 (N ) 9 4 2 M.L. SLAB @ 938.83' (E)9 3 4 (E ) 9 3 6 (E)938 (E)940 46'-10" 31'-6" 44'-1" 31'-9" 10 6 ' - 1 1 " 13 1 ' - 1 1 " 10 9 ' - 4 " 10 9 ' - 5 " 10 4 ' - 0 " 84'-0" 80 ' - 3 " 938.50' 938.50' 938.50' 50 ' - 0 " RE A R S E T B A C K 30'-0" SIDE SETBACK 50 ' - 0 " FR O N T S E T B A C K 30'-0" SIDE SETBACK 10 ' - 0 " UT I L I T Y EA S E M E N T WILLOW DR I V E S O U T H (E ) 9 3 6 FRONT ST O O P EDGE OF DELINEATED WETLANDS 20'-0" WETLAND BUFFER 20 ' W E T L A N D B U F F E R (N ) 9 4 2 (N ) 9 3 8 (N)9 4 0 (N ) 9 3 8 (N ) 9 4 0 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 SP1.0 SITE PLAN SITE PLAN SCALE: 1/16" = 1'-0"NOR T H S. E. W. For reference only. Approved site plan by Matt Karney Y A3.1 V A3.1 V A3.1 Y A3.1 Z A3.1 X A3.1 X A3.1 33 ' - 9 " 17 ' - 6 1 / 2 " 14 ' - 1 1 1 / 2 " 4' - 6 " 9' - 2 " 2'-0"15'-8"50'-8"15'-4 1/2" 83'-8" 79 ' - 1 1 " 16 ' - 0 " 15 ' - 2 " 18 ' - 3 " 30 ' - 6 " 2'-0"15'-8" 24'-8" 12'-3"10'-0"1'-6"16'-1" 17'-7" 5' - 4 " 33 ' - 9 " 7' - 1 1 / 2 " 8' - 7 " 1'-6" 21'-8" 9' - 1 0 " 9' - 1 0 " 9' - 1 0 " 4' - 5 1 / 2 " 10 ' - 2 " 5' - 5 1 / 2 " 4' - 5 1 / 2 " 2' - 3 1 / 2 " 18 ' - 5 1 / 2 " 16 ' - 1 1 / 2 " 18 ' - 2 " 23 ' - 7 " 15'-5 1/2" 6'-10" 3" 9'-9" 21'-6" 29'-9 1/2" 2'-6" 9'-11" 8'-11 1/2" 7'-3 1/2" 2'-2" 8" 9'-11" 1' - 9 " 9'-0" 3'-6 1/2" 2' - 2 " 2'-1" 2' - 8 1 / 2 " FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN DRAIN 1/4" PER FOOT DRAIN 1/4" PER FOOT DRAIN 1/4" PER FOOT DR A I N 1/ 4 " P E R F O O T DR A I N 1/ 4 " P E R F O O T DR A I N 1/ 4 " P E R F O O T DR A I N 1/ 4 " P E R F O O T DRAIN 1/4" PER FOOT DRAIN 1/4" PER FOOT DRAIN 1/4" PER FOOT 3 1/2" CONCRETE FLOOR SLAB OVER 2 LAYERS 6 MIL POLY VAPOR BARRIER W/ TAPED AMD LAPPED JOINTS OVER 2" RIGID INSULATION 5" CONCRETE SLAB W/ #4 BARS SPACED @ 32" O.C. EA. WAY OVER 2 LAYERS OF 6 MIL. VAPOR BARRIER OVER 2" RIGID INSULATION. DROP SLAB 2" @ MECH. ROOM (HATCHED) DROP SHOWER FLOOR 1 1/2" TYPICAL AT SHOWERS DROP SHOWER FLOOR 1 1/2" TYPICAL AT SHOWERS TO C E N T E R O F F R A M E D P L U M B I N G W A L L TO CENTER OF FRAMED PLUMBING WALL TO C E N T E R O F F R A M E D P L U M B I N G W A L L TO C E N T E R O F F R A M E D P L U M B I N G W A L L 8'-6"16'-10"13'-0" TO C E N T E R O F F R A M E D P L U M B I N G W A L L TO CENTER OF FRAMED PLUMBING WALL 6" WIDE CONC. CURB 6" WIDE CONC. CURB 6" WIDE CONC. CURB 6" WIDE CONC. CURB 6" WIDE CONC. CURB 14 ' - 1 0 1 / 2 " TO C E N T E R O F F R A M E D P L U M B I N G W A L L C/L OF WALL 01 A1.0.1 02 A1.0.1 04 A1.0.1 05 A1.0.1 A A1.0.1 04 A1.0.1 03 A1.0.1 4" L E D G E 4" C U R B 8" S T E M W A L L 1' - 8 " W I D E F T G . 4" L E D G E 4" C U R B 1' - 0 " S T E M W A L L 2' - 0 " W I D E F T G . 4" L E D G E 4" LEDGE 4" CURB 8" STEM WALL 1'-8" WIDE FTG. 79 ' - 1 1 " NOTE: SEE A1.0.1 FOR FOUNDATION DETAILS 4'-6" 38'-4" SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 A1.0 FOUNDATION PLAN NO R T H S. E. W.FOUNDATION PLAN SCALE: 1/4" = 1'-0" See Engineering 3' - 6 " 8"6"6" 1'-8" 1' - 0 " GRADE6" TOP OF SLAB TOP OF FTG. BOT. OF FTG. GARAGE LIVABLE 4" 4' - 0 " M I N . TOP OF SLAB TOP OF FTG. BOT. OF FTG. 8"6"6" 1'-8" 5 1 / 2 " 3' - 0 1 / 2 " 3' - 6 " 1' - 0 " 6" 3' - 0 " 1' - 0 " 2' - 6 " 4"4"4" GRADE1/4" PER FT. TO DRAIN TOP OF FTG. BOT. OF FTG. 2" 1/4" PER FT. TO DRAIN 1' - 0 " 3' - 0 " 6" 1' - 0 " 2'-0" 6"1'-0"6" 3' - 2 " 4" 8"6"6" 1'-8" 3'-0" 3' - 6 " 1' - 0 " 2' - 6 " 1' - 0 " TOP OF FTG. BOT. OF FTG.BOT. OF FTG. 3' - 1 0 " 8" 4' - 6 " 1'-10" 4" 4" TOP OF M.L. SLAB 5 1/2" 1'-2" SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 A1.0.1 FOUNDATION DETAILS EXTERIOR FOOTING DETAIL SCALE: 3/4" = 1'-0"01 INTERIOR GARAGE FOOTING DETAIL SCALE: 3/4" = 1'-0"02 EXTERIOR GARAGE FOOTING DETAIL SCALE: 3/4" = 1'-0"03 EXTERIOR GARAGE DOOR DETAIL SCALE: 3/4" = 1'-0"04 EXTERIOR COLUMN TO PILLAR DETAIL SCALE: 3/4" = 1'-0"05 3 CAR GARAGE CLG @ 9'-1 1/8" GYP. BD. CEILING CONC. FLOOR OFFICE/ BEDROOM 3 BATH 3 LAUNDRY PRIMARY BATH HALL HALL HALL PRIMARY BEDROOM PRIMARY CLOSET FAMILY ROOM SCULLERY MUD ROOM FOYER COVERED ENTRY UNCOVERED PATIO DRIVEWAY CLO. 3 DINING KITCHEN MECH.BATH 2 CLOSET 2 BEDROOM 2 HALL TURF AREA 80 ' - 3 " 84'-0" 80 ' - 3 " 84'-0" COV. PATIO 25'-0" 2'-0" 30 ' - 6 " 18 ' - 3 " 16 ' - 0 " 34 ' - 1 " 17 ' - 2 1 / 2 " 15 ' - 3 1 / 2 " 4' - 6 " 9' - 2 " 16'-0"50'-8"15'-4 1/2" Y A3.1 V A3.1 V A3.1 Y A3.1 Z A3.1 X A3.1 X A3.1 3'-2 1/2"3'-2 1/2" 4' - 3 " 2' - 0 " 3'-0" 1'-6" 12'-6"12'-6" 34 ' - 1 " 5' - 0 " 39 ' - 1 " 3' - 6 1 / 2 " 9' - 0 " 2' - 0 " 16 ' - 0 " 3' - 6 1 / 2 " 2' - 6 " 2' - 6 " 30 ' - 6 " 8' - 7 " 4' - 3 " 8'-6" 1'-6" 9'-7"2'-8 1/2" VAULTED CEILING WD. CEILING ENG.WD. FLOOR RI D G E VAULTED CEILING WOOD CEILING 3' - 6 1 / 2 " 10 ' - 1 1 " 1' - 6 1 / 2 " 15 ' - 6 " 3' - 1 0 1 / 2 " 7' - 9 " 7' - 9 " 5' - 1 0 1 / 2 " 12 ' - 9 " 8'-0"8'-0" 7'-0"7'-2 1/2" 1'-1" 2'-11"2'-11" 10'-2 1/2"9'-4" 9'-7" 8'-0"8'-0" 5' - 7 1 / 2 " 3' - 6 1 / 2 " 10'-4" 31'-4" 2'-5" 5'-4"10'-4"10'-0"10'-0"10'-5"4'-7" 6'-7" 7'-4"8'-0 1/2" 2' - 6 " 10 ' - 3 1 / 2 " 2' - 6 " 4' - 5 1 / 2 " 2' - 0 " 15 ' - 2 1 / 2 " 9' - 7 1 / 2 " VAULTED CEILING WOOD CEILING CLG @ 8'-4 1/2" CLG @ 8'-4 1/2" GYP. BD. CLG. CONC. FLOOR (DROP SLAB 2") BOXED WD. BEAMS AROUND STRUCT. TENSION CABLE SEAT W/ DRAWERS BOXED WD. BEAMS AROUND STRUCT. TENSION CABLE CLG @ 8'-4 1/2" GYP. BD. CEILING TILE FLOOR MU R P H Y B E D RI D G E CLG @ 8'-4 1/2" GYP. BD. CEILING ENG. WD. FLOOR CLG @ 8'-4 1/2" GYP. BD. CEILING ENG. WD. FLOOR RIDGE VAULTED CEILING WD. CEILING ENG. WD. FLOOR CLG @ 9'-1 1/8" ENG. WD. FLR. BO X E D W D . B E A M S A R O U N D S T R U C T . T E N S I O N C A B L E BO X E D W D . B E A M S A R O U N D S T R U C T . T E N S I O N C A B L E RIDGE SI N K D/ W TR A S H 48 " R A N G E W/ H O O D VAULTED CEILING WD. CEILING RE F R I G E R A T O R & F R E E Z E R D/ W TR A S H SI N K SO F F I T @ 8 ' - 4 1 / 2 " SO F F I T @ 8 ' - 4 1 / 2 " 11 ' - 5 " 4' - 3 1 / 2 " 3' - 1 1 " 4' - 4 1 / 2 " 8' - 0 1 / 2 " 3' - 0 " 8 1 / 2 " 8 1 / 2 " 1' - 1 1 / 2 " 1' - 1 0 1 / 2 " 3' - 0 1 / 2 " 2' - 0 " 4' - 2 " 3' - 1 0 1 / 2 " 4' - 4 1 / 2 " 19 ' - 7 1 / 2 " 7' - 0 1 / 2 " 14 ' - 0 " 12'-10"16'-8" 39'-6" 1' - 5 " 6' - 5 " 10 1 / 2 " 3' - 0 " 8 1 / 2 " 10 " 6' - 6 " 1' - 4 1 / 2 " 8' - 0 " 6' - 0 " 5' - 7 1 / 2 " 4' - 4 1 / 2 " 13 ' - 0 1 / 2 " 5'-1"6'-1 1/2"4'-6 1/2" 3'-0"9 1/2"9 1/2" 7'-1"6'-1 1/2"4'-6 1/2" 2'-0 1/2"10'-9"9"4'-3 1/2" 2'-6"10'-7" 8'-2"1'-0"16'-0"9'-6 1/2"2'-0 1/2" 5'-10 1/2"18'-0"9'-11 1/2"5'-10 1/2"9'-11"3' - 5 " 11'-9 1/2" 6'-5 1/2" FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN VAULTED CEILING WD. CEILING ENG.WD. FLOOR RI D G E CURBLESS SHOWER W/ CENTER DRAIN (DROP SLAB 1 1/2") CU R B L E S S S H O W E R W/ C E N T E R D R A I N (D R O P S L A B 1 1 / 2 " ) BOXED WD. BEAMS AROUND STRUCT. TENSION CABLE BOXED WD. BEAMS AROUND STRUCT. TENSION CABLE CLG @ 8'-4 1/2" GYP. BD. CEILING ENG. WD. FLOOR BUILT-IN CLOSET BUILT-IN CLOSET W/ D CLG @ 8'-4 1/2" GYP. BD. CEILING ENG. WD. FLOOR FL O A T I N G BE N C H CLG @ 8'-4 1/2" GYP. BD. CEILING ENG. WD. FLOOR CLG @ 8'-4 1/2" GYP. BD. CEILING ENG. WD. FLOOR SI N K IC E MA K E R FRONT STOOP CURBLESS SHOWER W/ CENTER DRAIN (DROP SLAB 1 1/2") CLG @ 8'-4 1/2" GYP. BD. CEILING TILE FLOOR CLG @ 8'-4 1/2" GYP. BD. CEILING ENG. WD. FLOOR CLG @ 8'-4 1/2" GYP. BD. CEILING ENG. WD. FLOORCLG @ 8'-4 1/2" GYP. BD. CEILING ENG. WD. FLOOR EDGE OF UPPER SOFFIT EDGE OF UPPER SOFFIT 48 " I S O K E R N F P U N I T W/ G A S I N S E R T FL U S H S T O N E H E A R T DRAIN 1/4" PER FOOT DRAIN 1/4" PER FOOT DRAIN 1/4" PER FOOT DR A I N 1/ 4 " P E R F O O T DR A I N 1/ 4 " P E R F O O T DR A I N 1/ 4 " P E R F O O T DR A I N 1/ 4 " P E R F O O T DRAIN 1/4" PER FOOT DRAIN 1/4" PER FOOT DRAIN 1/4" PER FOOT 2'-0" 25'-0"38'-0"16'-0" CLG @ 8'-11" 2' - 6 " 31 ' - 7 " 5'-9"7'-9"2'-3" PA R T I A L H E I G H T W A L L 3' - 0 1 / 2 " WALL SUBJECT TO MOVE DUE TO MECHANICAL NEEDS SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 A1.1 MAIN LEVEL PLAN 1. EXTERIOR DIMENSIONS SHOWN ARE TO OUTSIDE OF SHEATHING OVER 2x WOOD FRAMED WALL, U.N.O.. 2. INTERIOR DIMENSIONS SHOWN ARE TO CENTER OF 2x WOOD FRAMED WALL, U.N.O.. GENERAL DIMENSION PLAN NOTES: NO R T H S. E. W. FLOOR PLAN SCALE: 1/4" = 1'-0" See Engineering Tempered window required Drain to Daylight Openings between garage and residence shall have solid door 1 3/8" thickness, steel door or 20-minute fire rated doors Unprotected portions of floor shall not exceed 80 Sq Ft. Mechanical Ventilation 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 600 cfm hood Provide fire blocking vertically at ceilings and floors, and draft stopping horizontally at intervals not exceeding 10'. FAMILY ROOM 37'-8" 20 ' - 0 " 3'-8"1'-2 1/2" 20 ' - 0 " 4' - 3 1 / 2 " 11 ' - 5 " 4' - 3 1 / 2 " 16 ' - 9 1 / 2 " 1' - 1 " 6 1 / 2 " 1' - 1 " 6 1 / 2 " 18 ' - 1 1 " 4"9'-8"4"12'-5 1/2"10'-0" 2'-3 1/2" KITCHEN 32'-9 1/2" 5'-2"10'-0"10'-0"7'-7 1/2" FP FLUE WRAPPED IN METAL TUBE, POWDER COATED BLACK FIREPLACE MASS GYP. BD. SOFFIT W/ LED LIGHITNG 1x4 WOOD TRIM AT TOP OF SOFFIT EDGE CUSTOM STEEL U-SHAPED BRACKET W/ FACE PLATE, TYP. AT EACH END OF BEAM RANGE VENT WRAPPED IN METAL TUBE, POWDER COATED BLACK Y A3.1 V A3.1 V A3.1 Y A3.1 Z A3.1 X A3.1 X A3.1 4' - 3 " 11 ' - 6 " 4' - 3 " 37'-8" 3'-8" 1'-2 1/2" 32'-9 1/2" 5'-2"10'-0"10'-0"7'-7 1/2" 12 ' - 0 " 9' - 2 " 12 ' - 0 " 22'-10"12'-10" BOXED WOOD BEAM BOXED WOOD BEAM GYP. BD. SOFFIT W/ LED LIGHITNG SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 A1.2 CLERESTORY PLAN NO R T H S. E. W. CLERESTORY PLAN SCALE: 1/4" = 1'-0" Attic access is required. Shall be not less than 22" x 30" and be located in an accessible location. Y A3.1 V A3.1 V A3.1 Y A3.1 Z A3.1 X A3.1 X A3.1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 A1.3 ROOF PLAN 6:12 6:12 6:12 6:12 6:12 6:12 6: 1 2 6: 1 2 4:12 6: 1 2 6: 1 2 FLAT ROOF 1/4" PER FOOT SLOPE FL A T R O O F 1/ 4 " P E R F O O T S L O P E FL A T R O O F 1/ 4 " P E R F O O T S L O P E FLAT ROOF 1/4" PER FOOT SLOPE FL A T R O O F 1/ 4 " P E R F O O T S L O P E FL A T R O O F 1/ 4 " P E R F O O T S L O P E CHIMNEY FLUE CHIMNEY FLUERIDGE VENTRIDGE RIDGE VENT RI D G E V E N T RI D G E RI D G E RI D G E V E N T RI D G E VALLEY VAL L E Y VAL L E Y VAL L E Y VAL L E Y VALLEY HIP HIP VA L L E Y 4:12 NO R T H S. E. W. ROOF PLAN SCALE: 1/4" = 1'-0" BLACK METAL FASCIA MONOCHROMATIC BLACK 3 TAB ASPHALT SHINGLES LAP SIDING, TYP. 12 6 6:12 6:12 6:12 9' - 1 1 / 8 " PLATE HEIGHT TOP OF SLAB TOP OF WINDOW 9' - 1 1 / 8 " 8' - 0 " PLATE HEIGHT TOP OF M.L. SLAB ROUND METAL CHIMNEY CONC. STOOP BLACK METAL FLASHING, TYP. CONC. STOOP ROUND METAL COLUMNS BLACK METAL TRIM, TYP. 14 ' - 0 7 / 8 " CLERESTORY PLATE HEIGHT 13 ' - 6 " TOP OF WINDOW 20'-0" 19'-7" RIDGE VENT RIDGE VENT BLACK METAL FASCIA MONOCHROMATIC BLACK 3 TAB ASPHALT SHINGLES LAP SIDING, TYP.12 6 12 6 4:12 6:12 6:12 TOP OF WINDOW 9' - 1 1 / 8 " 8' - 0 " PLATE HEIGHT TOP OF SLAB TOP OF WINDOW 9' - 1 1 / 8 " 8' - 0 " PLATE M.L. HEIGHT TOP OF M.L. SLAB CONC. STOOP ROUND METAL COLUMNS BLACK METAL TRIM ROUND METAL CHIMNEYROUND METAL CHIMNEY BLACK METAL FLASHING, TYP.FINISH GRADE 14 ' - 0 7 / 8 " CLERESTORY PLATE HEIGHT 13 ' - 6 " TOP OF WINDOW ELEV. @ 938.00' TOP OF M.L. SLAB ELEV. @ 938.83' TOP OF PATIO SLAB ELEV. @ 938.50' 16'-0" 25'-0"RIDGE VENT RIDGE VENT RIDGE VENT SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 A2.1 FRONT EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" RIGHT SIDE EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" 2' - 0 " MONOCHROMATIC BLACK 3 TAB ASPHALT SHINGLES LAP SIDING, TYP. BLACK METAL FASCIA 12 6 6:12 6:12 4:12 TOP OF WINDOW 9' - 1 1 / 8 " 8' - 0 " PLATE HEIGHT TOP OF SLAB TOP OF WINDOW 9' - 1 1 / 8 " 8' - 0 " PLATE HEIGHT TOP OF SLAB ROUND METAL CHIMNEYROUND METAL CHIMNEY BLACK METAL FLASHING, TYP. BLACK METAL TRIM, TYP. 14 ' - 0 7 / 8 " CLERESTORY PLATE HEIGHT 13 ' - 6 " TOP OF WINDOW RIDGE VENT RIDGE VENT RIDGE VENT MONOCHROMATIC BLACK 3 TAB ASPHALT SHINGLES LAP SIDING, TYP. 12 6 6:12 6:12 TOP OF WINDOW 9' - 1 1 / 8 " 8' - 0 " PLATE HEIGHT TOP OF SLAB TOP OF WINDOW 9' - 1 1 / 8 " 8' - 0 " PLATE HEIGHT TOP OF SLAB ROUND METAL CHIMNEY BLACK METAL FLASHING, TYP. BLACK METAL TRIM, TYP. RIDGE VENT RIDGE VENT RIDGE VENT SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 A2.2 REAR EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" LEFT SIDE EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" BUILDING SECTION 'Z' 3 CAR GARAGE MECH.CLOSET 2 BEDROOM 2 COV. PATIO 9'-8" TRUSS 2'-9" TRUSS 9'-6 1/2" GRADE 8' - 4 1 / 2 " 9' - 1 1 / 8 " 2'- 3 " 8' - 1 1 1 / 2 " 8' - 0 1 / 2 " R. O . 8' - 4 1 / 2 " 9' - 1 1 / 8 " 2' - 3 1 / 2 " TR U S S 3' - 1 0 " 8" 4' - 6 " 1' - 0 " 3' - 6 " 4' - 6 " 1' - 0 " 4" 1'-6" 1'-8"1'-10" 2'-0" 1' - 0 " 3' - 6 " 4' - 6 " 1' - 0 " 3' - 6 " 4' - 6 " 1'-8" 10'-6"8'-0"7'-0"7'-6" 19'-2"17'-5 3/4" 36'-8" TRUSS PLATE HEIGHT TOP OF SLAB TOP OF SLAB 3/4" ENGINEERED WOOD FLOORING PARALLEL CHORD TRUSS 12 6 12 6 12 6 12 6 9" 11 5 / 8 " HE E L PRIMARY BATH HALL PRIMARY CLOSET FAMILY ROOM SCULLERYDININGKITCHEN BEDROOM 2 3/4" ENGINEERED WOOD FLOORING OR EXPOSED CONCRETE FLOOR 9'-11 1/2" TRUSS 7'-11 1/2" TRUSS 17'-11" TRUSS BOXED WOOD BEAMS 8' - 4 1 / 2 " 8' - 1 " 1'- 6 " 9' - 6 1 / 2 " 1' - 5 1 / 2 " HE E L 8' - 4 1 / 2 " 8' - 4 1 / 2 " 8' - 4 1 / 2 " BUILDING SECTION 'V'SCALE: 1/4" = 1'-0" 1'-8" 1' - 0 " 3' - 6 " 4' - 6 " 1' - 0 " 4" 1' - 0 " 3' - 6 " 4' - 6 " 1'-8" 9' - 1 1 / 8 " 2' - 2 " 37'-8" 5' - 2 " 3' - 2 1 / 2 " PLATE HEIGHT TOP OF SLABTOP OF SLAB TOP OF SLABTOP OF SLAB 1'-6" 1'-2 1/2"3'-8"32'-11 1/2" PLATE HEIGHTB.O. BEAM TOP OF SLAB B.O. BEAM PLATE HGT.PLATE HGT. F.P. 12 6 12 6 13'-10"10'-0"13'-10" 12 6 12 6 12"1/4" FAMILY ROOM FOYERCOVERED ENTRY TOP OF SLAB HALL PATIO 12 ' - 1 0 1 / 2 " 9 1 / 2 " 8' - 1 0 5 / 8 " 9' - 0 1 / 2 " 1' - 9 " 10 ' - 9 1 / 2 " 8 1 / 2 " 1' - 4 " 8" 3/4" ENGINEERED WOOD FLOORING OR EXPOSED CONCRETE FLOOR 9'-11 1/2" TRUSS 2'-5 3/4" TRUSS 9'-11 1/2" TRUSS 2'-5 3/4" TRUSS 19'-11" BOXED WOOD BEAMS PARALLEL CHORD TRUSS PARALLEL CHORD TRUSS 10 1 / 2 " 2' - 3 " 1'- 6 " 8' - 4 1 / 2 " 8" 1'-10" 8' - 0 1 / 2 " R. O . 9 1 / 2 " TR U S S 10 1 / 2 " TR U S S 1' - 7 1 / 2 " 8' - 1 1 " 13 ' - 6 1 / 2 " B. O . B E A M 9 1 / 2 " 14 ' - 4 " 8' - 0 1 / 2 " R. O . 8' - 4 1 / 2 " B. O . B E A M 8' - 1 1 " 4'-6 1/2" TRUSS 3'-11 1/2" TRUSS 11'-6 1/2" TRUSS BUILDING SECTION 'Y'SCALE: 1/4" = 1'-0" 13 ' - 6 1 / 2 " B. O . B E A M 4' - 6 " 3' - 1 0 " 8" 1'-8" 1' - 0 " 3' - 6 " 4' - 6 " 1'-8" 1' - 0 " 3' - 6 " 4' - 6 " TOP OF SLAB TOP OF SLAB 12 6 12 6 20'-0"1'- 6 " 12 6 12 6 1'-8" 2' - 0 1 / 2 " R. O . 6"MI N . TAPERED INSULATION W/ ROOFING MEMBRANE 3' - 5 1 / 2 " 2' - 0 1 / 2 " R. O . 2' - 2 1 / 8 " TR U S S 1' - 8 3 / 4 " 8'-0" 10 1 / 1 6 " HE E L 12 4 12 4 PRIMARY CLOSETHALLLAUNDRY TURF AREA PLATE HEIGHT TOP OF SLAB 3/4" ENGINEERED WOOD FLOORING 9'-10 1/2" TRUSSPARALLEL CHORD TRUSS 12"1/4" 8' - 4 1 / 2 " 11 1 / 4 " 32'-0" BUILDING SECTION 'X'SCALE: 1/4" = 1'-0" 2' - 3 1 / 2 " TR U S S 31'-11" TRUSS 1'-8" 1'-6" 1'-8" 1' - 0 " 1' - 0 " 3' - 6 " 1' - 0 " 3' - 6 " TOP OF SLAB 1' - 8 5 / 8 " HE E L 8' - 0 1 / 2 " R. O . 2' - 4 1 / 8 " TAPERED INSULATION W/ ROOFING MEMBRANE SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 A3.1 BUILDING SECTIONS 03 A1.0.1 02 A1.0.1 05 A1.0.101 A1.0.1 01 A1.0.1 01 A1.0.1 01 A1.0.1 7" of spray foam applied to underside of roof decking. Thermal envelope must be maintained here. 6 12 PITCHED ROOF ASSEMBLY NOTES ·ASPHALT SHINGLE - PER SELECTION ·ROOFING MEMBRANE ·5/8" PLYWOOD ROOF SHEATHING W/ 'H' CLIPS ·2" AIR SPACE - ENTIRE ROOF ·PRE-ENGINEERED ROOF TRUSS SYSTEM W/ HAND FRAMING WHERE REQUIRED ·INSULATION ··R21 MIN. SPRAYED CLOSED CELL FOAM INSULATION ··BLOW-IN CELLULOSE ··R-49 (MIN) TOTAL ·PROVIDE 22"x30" (MIN) ACCESS ·VENTILATION (SCREENED) AS REQUIRED ··(1/300 S.F. NET FREE AREA OF ATTIC SPACE) ROOF EDGE NOTES ·CONTINUOUS METAL ROOF EDGE ·HARDIE SOFFIT (PAINTED) W/ ··VENT STRIP AT EAVES (SCREENED) 1' - 5 5 / 8 " V A R I E S 2'-5 3/4" FLOOR ASSEMBLY NOTES - SLAB AT UNEXCAVATED ·EXPOSED CONCRETE FLOOR ·4" CONCRETE SLAB ··REINFORCEMENT PER STRUCTURAL ·2" RIGID INSULATION ·BLACK POLY VAPOR RETARDER ·6" (MIN) GRANULAR FILL ·EXPANSION JOINT AT PERIMETER W/ VULKEM POLYURETHANE CAULK WALL ASSEMBLY NOTES - FDN AT UNEXCAVATED ·2" RIGID INSULATION ·POURED CONCRETE WALL ··SEE FOUNDATION DETAILS FOR DIMENSIONS ··REINFORCEMENT PER STRUCTURAL FOOTING NOTES · POURED CONCRETE FOOTING ·· SIZE + REINFORCEMENT PER STRUCTURAL ·· VERIFY SOIL BEARING CAPACITY ·· FOOTING TO REST ON UNDISTURBED SOIL ·· TOP OF FOOTING TO BE BELOW FROST LINE ·· STEP FOOTING AS REQUIRED · PROVIDE CAPILLARY BREAK BETWEEN FOOTING AND FOUNDATION WALL A3.2 1 SCALE: 1 1/2" = 1'-0" TYPICAL WALL SECTION DRAIN TILE NOTES ·PERFORATED DRAIN TILE ··DRAIN TO DAYLIGHT OR SUMP BASKET ·CLEAN STONE BACKFILL - OVER TILE AND UP WALL 24" (MIN) ··WRAPPED W/ GEO-TEXTILE FABRIC TYPICAL WALL ASSEMBLY ·PANELIZED SYSTEM T.B.D. - SHIPLAP OR LAP SIDING ·SURE CAVITY 10mm RAINSCREEN SYSTEM WITH MANUFACTURE PRESCRIBED EDGE COMPONENTS ·TYVEK HOUSEWRAP WRB ·1/2" PLYWOOD SHEATHING TAPE ALL JOINTS ·2x6 FRAMING, UNO ·R21 MIN. SPRAYED CLOSED CELL FOAM INSULATION ·1/2" GYP BD OR MATERIAL PER FINISH SCHEDULE TOP OF SLAB SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 A3.2 BUILDING SECTIONS Y A3.1 V A3.1 V A3.1 Y A3.1 Z A3.1 X A3.1 X A3.1 PR E - E N G I N E E R E D MA N U F A C T U R E D R O O F T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D MA N U F A C T U R E D R O O F T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D MA N U F A C T U R E D R O O F T R U S S E S @ 2 4 " O . C . 16" PR E - E N G I N E E R E D MANUF A C T U R E D R O O F T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D MA N U F A C T U R E D R O O F T R U S S E S @ 2 4 " O . C . 16'-0"2'-0"2'-0" 19 ' - 9 1 / 2 " 15 ' - 3 1 / 2 " 4' - 6 " 2' - 0 " 2' - 0 " 22'-0" 25'-0" 32 ' - 0 " 19 ' - 0 " 2'-0"2'-0" 18'-0" SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 A4.1 ROOF FRAMING PLAN MAIN LEVEL ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" NO R T H S. E. W. BLACK METAL TRIM 2' - 0 " Y A3.1 V A3.1 V A3.1 Y A3.1 Z A3.1 X A3.1 X A3.1 PRE-E N G I N E E R E D MANU F A C T U R E D R O O F T R U S S E S @ 2 4 " O . C . 20 ' - 0 " 2' - 0 " 10 ' - 0 " 10 ' - 0 " Y A3.1 V A3.1 V A3.1 Y A3.1 Z A3.1 X A3.1 X A3.1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m 74 0 W I L L O W D R . S OR O N O , M N . 5 5 3 9 1 SHEET: 27 5 M a r k e t S t r e e t , S u i t e 1 3 5 Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m WI L K I N S R E S I D E N C E SHEET: Mi n n e a p o l i s , M i n n e s o t a 5 5 4 0 5 87 7 - 7 9 6 - J M A D ww w . J a m e s M c N e a l A r c h i t e c t u r e A n d D e s i g n . c o m JOB NUMBER: 284 PLOT DATE: 11-20-24 TH E S E A R C H I T E C T U R A L P L A N S A N D T H E H O M E CO N S T R U C T E D P U R S U A N T T O T H E P L A N S A R E TH E E X C L U S I V E C O P Y R I G H T E D P R O P E R T Y O F JA M E S M c N E A L A R C H I T E C T U R E & D E S I G N , LL C A N D A R E P R O T E C T E D B Y U N I T E D S T A T E S CO P Y R I G H T L A W . A N Y U N A U T H O R I Z E D U S E OF T H E S E P L A N S I S S T R I C T L Y P R O H I B I T E D . PERMIT SET: 01-21-25 A4.2 ROOF FRAMING PLAN CLERESTORY LEVEL ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" NO R T H S. E. W. Flat roof CONCRETE PAD FOOTING SCHEDULE MARK FOOTING SIZE REINFORCEMENT EACH WAY F1 2'-0" x 2'-0" x 8"NONE F2 3'-0" x 3'-0" x 1'-0"#5 BARS @ 12" O.C. LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING AT INTERIOR BEARING WALLS-TYP. S1 3 FROST DEPTH FOUNDATION S13 FR O S T D E P T H FO U N D A T I O N - SI M . F1F2 COPYRIGHT HANSON GROUP, LLC 2024© December 5, 2024 Project Number: Date: 4.572 S11Sheets: of 3 PLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. DescriptionDateRevision Print Name: Signed: License Number:1-24-25Date: Wilkins Residence 740 Willow Dr. S Orono, MN 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. 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com BUILDER IS REQUIRED TO SEND FINAL TRUSS LAYOUT DRAWINGS TO THE HANSON GROUP PRIOR TO CONSTRUCTION FOR VERIFICATION OF LOAD PATHS AND FRAMING SIZES LISTED ABBREVIATIONS TYP.=TYPICAL SIM.=SIMILAR U.N.O.= UNLESS NOTED OTHERWISE O.C.= ON CENTER = CONTINUOUS OVER PROJECT SCOPE DESIGN OF CAST-IN-PLACE CONCRETE, STEEL, AND WOOD FRAMING FOR A PROPOSED RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. GENERAL NOTES 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY JAMES McNEAL ARCHITECTURE & DESIGN LAST DATED 1-21-25 FOR MORE INFORMATION. 2.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE HANSON GROUP FOR REVIEW. PROVIDE FINAL TRUSS LAYOUTS TO THE HANSON GROUP PRIOR TO CONSTRUCTION AND MATERIAL ACQUISITION. 3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. 5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. FOUNDATION NOTES 1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. 2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END AS APPLICABLE. 3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. 4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. 5.BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM). 6.SITE ELEMENTS INCLUDING RETAINING WALLS ARE NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS. FRAMING NOTES 1.ALL HEADERS ARE TO BE MINIMUM (2) 2x8 LUMBER UNLESS NOTED OTHERWISE. (2) 2x8 MEMBERS SHOWN MAY BE SUBSTITUTED WITH (3) 1¾" x 5½" LVL AS REQUIRED. 2.ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH END AND TWO AT INTERMEDIATE SUPPORTS. ALL 2-PLY LSL/LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO HAVE A MINIMUM OF TWO BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. 3-PLY LSL/LVL MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDS ARE NOT REQUIRED FOR LSL/LVL SUBSTITUTED FOR STANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS. 3.ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END. EXTERIOR OPENINGS GREATER THAN EIGHT FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. EXTERIOR OPENINGS GREATER THAN FOURTEEN FEET IN WIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF KING STUDS IS THE FULL LENGTH OF THE HEADER. 4.ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POST CAPS, AND POST BASES. 5.CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS. 6.ALL 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 AND CS-WSP. A.2x6 OR 2x8 STUDS SPACED @ 16" O.C. B.WALL SHEATHING: 7 16" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING. 7. 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. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (5 8" MINIMUM STUD PENETRATION) 8. 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: 3 4" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 9. 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 (4) 0.131"Ø x 3" TOENAILS. C.ROOF SHEATHING: 12" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING. D.PROVIDE FULL DEPTH BLOCKING BETWEEN TRUSSES AT ENERGY HEELS FOR PERIMETER ROOF SHEATHING NAILING OR TOP AND BOTTOM BLOCKING SHEATHED PER FRAMING NOTE 6. 10. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION. 11. STEEL COLUMN TOP AND BOTTOM PLATES (R = 20 KIPS) ARE BY THE MANUFACTURER. STEEL SHEAR CLIP CONNECTIONS (R = 20 KIPS UNLESS NOTED OTHERWISE) ARE BY THE MANUFACTURER. 12. STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTS STAGGERED EACH SIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE THICKNESS AS REQUIRED FOR TOP FLANGE HANGERS. BEAM TOP FLANGE / PLATE TO BE BRACED LATERALLY BY FLOOR SYSTEM AT 48" O.C. MAX AND AT ENDS TYP. FOR FLUSH FLOOR FRAMING CONNECTIONS, BLOCK WEB SPACE SOLID w/ LUMBER TIGHT BETWEEN FLANGES AND BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C. STAGGERED. 13.CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. FASTEN STEEL BEAMS TO PSL POSTS w/ (4) 5 16" x 6" STRUCTURAL WOOD SCREWS. AT BOTTOM, PSL TO BEAR DIRECTLY ON CONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE. 14.VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS. 15. ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). 16.ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TO SHEATHING / GYP BOARD AS NOTED ABOVE (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR). 17.A BRACED WALL REVIEW HAS BEEN PERFORMED. DUE TO FULL ENGINEERING PROVIDED, EXTERIOR BRACED WALLS ARE NOT SHOWN FOR CLARITY, BUT ARE COVERED BY CONTINUOUS SHEATHING AND CONNECTIONS NOTED ABOVE. INTERIOR BRACED WALL ELEMENTS AND CONNECTIONS ARE SHOWN IN THESE DRAWINGS, AS WELL AS ENGINEERED WIND RESISTING ELEMENTS THAT DO NOT MEET PRESCRIPTIVE CODE REQUIREMENTS. 18.THE COVERED ENTRY AND COVERED PATIO ARE CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIAL PORTIONS OF THE STRUCTURE AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE RESISTING SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT POSTS (AS REQUIRED). 19.TALL WALL FRAMING IS DESIGNED TO AN H/180 DEFLECTION CRITERIA AT A MINIMUM. MATERIALS CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE) CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYS REINFORCING STEEL: ASTM A615 GRADE 60 AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 3 4" MAX ON-SITE SOIL:CLAY (GROUP III) ASSUMED geq = 60 PSF/FT (ACTIVE) ALLOWABLE SOIL BEARING PRESSURE: 2,000 PSF (ASSUMED) WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTER WALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTER DIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTER TREATED LUMBER:SYP NO.2 GRADE OR BETTER LSL STUDS:112" WIDTH - 1.3E OR BETTER LSL BEAMS:13 4" WIDTH - 1.55E OR BETTER LVL:13 4" WIDTH - 1.9E OR BETTER PSL POST:1.8E OR BETTER PSL BEAM:2.0E OR BETTER GLULAM:24FV4 CEDAR:WESTERN CEDAR NO.1 GRADE OR BETTER STRUCTURAL STEEL:CHANNELS/MISC - ASTM A36 (Fy = 36KSI) TUBES - ASTM A500 Gr. B (Fy = 46 KSI) W SECTIONS - ASTM A992 (Fy = 50 KSI) LOADS ROOF LIVE LOAD: 35 PSF (SNOW) ROOF DEAD LOAD: 15 PSF FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF WIND LOAD:115 MPH ULTIMATE EXP. B CODE 2020 MINNESOTA RESIDENTIAL CODE Garrett Brunell 52600 FOUNDATION PLAN SHOWN FOR LOCATION REFERENCE ONLY 1 S1 REFERENCE PLAN BRACED WALL PERPENDICULAR TO FRAMING BRACED WALL PARALLEL WITH FRAMING ROOF TRUSSES BRACED WALL PANEL FLAT 2x6 @ 24" O.C. (MIN. (3) PER BRACED WALL PANEL) SIMPSON A35 FRAMING ANGLE EACH END (4) 0.131"Ø x 3" NAILS BRACED WALL CONNECTION (ROOF TRUSSES) DETAILS SHOWN HERE ARE ALTERNATIVE CONNECTIONS TO BE USED WHEN BRACED WALL PANEL DOES NOT ALIGN WITH FRAMING. 5 S1 FRAMING DETAILS INTERIOR BRACED WALL FASTENING SEE PLANS FOR LOCATIONS 2x4 BLOCKING BETWEEN ROOF TRUSSES NAILED TO TOP PLATES w/ (3) 0.131"Ø x 3" NAILS EACH PROVIDE TRUSS DIRECTLY IN LINE w/ BRACED WALL PANEL FASTENED TO PLATES w/ 0.131"Ø x 3" TOENAILS @ 6" O.C. ROOF TRUSS ABOVE PANEL ROOF TRUSS ABOVE PANEL SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE, TO FLOOR TRUSSES ABOVE AND BELOW, AND TO CONCRETE BELOW. THESE PANELS ARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT. NAIL BOTTOM PLATE w/ (3) 16d NAILS EVERY 16" (OR AS SHOWN TO THE RIGHT IF REQ'D) FASTEN PLATE w/ 14" CONCRETE SCREWS OR POWDER ACTUATED 0.145" WASHERED PINS @ 16" O.C. w/ 1" EMBEDMENT IN CONCRETE (MIN. LENGTH)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES w/ 5d COOLER NAILS OR TYPE S/W WALLBOARD SCREWS (5 8" MINIMUM STUD PENETRATION) @ 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. S13 FR O S T D E P T H FO U N D A T I O N S1 3 FROST DEPTH FOUNDATION Tom Wilkins 740 Willow Drive S Orono, MN, 55391 WALL SECTION 2A S1 GARAGE FROST DEPTH FOUNDATION WALL 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING CENTERED UNDER WALL (DROP FOR FROST AS REQ'D) SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE WALL MAINTAIN 4" MIN. WIDTH x 1'-0" MAX. TALL STEMWALL w/ 4" WIDE LEDGE 6" MIN. SLOPE GRADE AWAY FROM FOUNDATION S1 2A TYP. GARAGE FROST DEPTH FOUNDATION WALL SECTION 3 S1 FROST DEPTH FOUNDATION WALL #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING CENTERED UNDER WALL (DROP FOR FROST AS REQ'D) SLAB-ON-GRADE #4 HORIZ. BAR AT TOP OF WALL 8" MIN. C.I.P. CONCRETE WALL MAINTAIN 4" MIN. WIDTH x 6" MAX. TALL STEMWALL w/ 4" WIDE LEDGE 6" MIN. SLOPE GRADE AWAY FROM FOUNDATION 12"Ø ANCHOR BOLT LOCATED 1" MAX. FROM CENTERLINE OF SILL PLATE (7" MIN. EMBED INTO FOUNDATION WALL BELOW w/ 13 4" MIN. CONCRETE EDGE DISTANCE) 48" O.C. MAX. - AT SIM. DECREASE SPACING TO 36" O.C. MAX AT REAR TALL WOOD WALL WALL SECTION 4 S1 SHARED FROST DEPTH FOUNDATION WALL #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING CENTERED UNDER WALL (DROP FOR FROST AS REQ'D) SLAB-ON-GRADE 12" MIN. C.I.P. CONCRETE WALL MAINTAIN 4" MIN. WIDTH x 6" MAX. TALL STEMWALL w/ 4" WIDE EXTERIOR LEDGE & 4" WIDE INTERIOR LEDGE SLAB-ON-GRADE S14 SH A R E D FR O S T D E P T H FO U N D A T I O N #4 HORIZ. BAR AT TOP OF WALL 12"Ø ANCHOR BOLT LOCATED 1" MAX. FROM CENTERLINE OF SILL PLATE (7" MIN. EMBED INTO FOUNDATION WALL BELOW w/ 13 4" MIN. CONCRETE EDGE DISTANCE) 48" O.C. MAX. 2x6 STRANDGUARD LSL SILL PLATE w/ 112" MAX. OVERHANG #4 x 2'-0" DOWELS @ 48" O.C. - ADJACENT TO ANCHOR BOLTS #4 HORIZ. BAR AT TOP OF WALL 12"Ø ANCHOR BOLT LOCATED 1" MAX. FROM CENTERLINE OF SILL PLATE (7" MIN. EMBED INTO FOUNDATION WALL BELOW w/ 13 4" MIN. CONCRETE EDGE DISTANCE) 48" O.C. MAX. INDICATES INTERIOR BRACED WALL PANEL w/ PLYWOOD/OSB SHEATHING ON ONE SIDE IN ACCORDANCE w/ FRAMING NOTE 6B. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. (MIN. LENGTH) F2 CONCRETE PIER FOOTING SCHEDULE MARK CONCRETE PIER SIZE P1 12"Ø OR LARGER BELLED OUT TO 16"Ø AT THE BASE 60" FROST COVER RECOMMENDED FOR UNHEATED AREAS P1 P1 P1 2x6 STRANDGUARD LSL SILL PLATE w/ 112" MAX. OVERHANG 2x6 STRANDGUARD LSL SILL PLATE w/ 112" MAX. OVERHANG F1 F1 WALL SECTION 2B S1 GARAGE FROST DEPTH FOUNDATION WALL 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING CENTERED UNDER WALL (DROP FOR FROST AS REQ'D) SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE WALL MAINTAIN 6" MIN. WIDTH x 1'-0" MAX. TALL STEMWALL w/ 2" WIDE LEDGE 6" MIN. SLOPE GRADE AWAY FROM FOUNDATION #4 HORIZ. BAR AT TOP OF WALL 12"Ø ANCHOR BOLT LOCATED 1" MAX. FROM CENTERLINE OF SILL PLATE (7" MIN. EMBED INTO FOUNDATION WALL BELOW w/ 13 4" MIN. CONCRETE EDGE DISTANCE) 48" O.C. MAX. 2x6 STRANDGUARD LSL SILL PLATE w/ 112" MAX. OVERHANG S1 2B #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) OMIT PIERS IF A STOOP FROST FOUNDATION WALL FULLY SUPPORTS POSTS #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) Plan Updates1-24-251 INDICATES SPAN DIRECTION OF TRUSSES BY SUPPLIER TYP. LENGTH OF CONTINUOUS PSL HEADER (2) 912" LVL (2) 912" LVL (2) 912" LVL FASTEN BLOCKING TO TOP BEAM w/ (2) 6" LONG SIMPSON SDWS TIMBER SCREWS BETWEEN TRUSSES FASTEN ROOF SHEATHING TO 2x6 BLOCKING BETWEEN TRUSSES w/ 0.131"x3 NAILS @ 4" O.C. ROOF TRUSSES @ 24" O.C. MAX. SPACING FASTENED TO BEAM PER SUPPLIER SEE PLAN FOR PSL BEAM SECTION LOW ROOF LATERAL CONNECTION TO WALL 4 S2 LOW ROOF TRUSSES @ 24" O.C. PER SUPPLIER-TYP. FASTEN EACH TRUSS ABOVE w/ (4) 0.131"Ø x 3" TOENAILS & SIMPSON H2.5 CLIP ALONG FAMILY ROOM / KITCHEN WALLS HIGHLIGHTED (4) 2x6 FULL HEIGHT KING STUDS EACH END OF PSL BEAM (EXTEND (1) TO TOP OF UPSET TRANSOM WINDOW HEADER) PARTIALLY FLUSH HEADER PER PLAN - PROVIDE EXTENDED KING STUDS AT ENDS TO PREVENT ROTATION, TYP. 2x6 @ 16" O.C. TYPICAL STUD FRAMING PROVIDE 2x6 BLOCKING AT INTERVALS NOT GREATER THAN 10-FT APART ALONG HEIGHT OF WALL 2x6 @ 16" O.C. TYPICAL TALL WALL BALLOON STUD FRAMING HIGH ROOF TRUSSES @ 24" O.C. PER SUPPLIER-TYP. S24 LO W R O O F L A T E R A L CO N N E C T I O N T O WA L L SEE PLAN FOR CONTINUOUS HEADER COPYRIGHT HANSON GROUP, LLC 2024© Project Number: Date:S22Sheets: of 3 PLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. DescriptionDateRevision Print Name: Signed: License Number:Date: 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. 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com BUILDER IS REQUIRED TO SEND FINAL TRUSS LAYOUT DRAWINGS TO THE HANSON GROUP PRIOR TO CONSTRUCTION FOR VERIFICATION OF LOAD PATHS AND FRAMING SIZES LISTED MAIN LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY S2 REFERENCE PLAN1 PLAN NOTES: ·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. (2) 2x8 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. ·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O. ·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. CLERESTORY LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY S2 REFERENCE PLAN2 PLAN NOTES: ·ALL REMAINING BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MIN. (2) 2x8 OR AN ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. ·PROVIDE (2) 2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES U.N.O. ·SEE FRAMING NOTES FOR BEAM AND HEADER SUPPORT REQUIREMENTS. S2 FRAMING DETAIL TALL FAMILY ROOM / KITCHEN WALL 3 FASTEN PLATE TO BEAM w/ (3) 16d NAILS EVERY 16" 2x6 LEDGER FASTENING 5 S2 FRAMING DETAIL (2)0.22"x4" SIMPSON SDWS SCREWS @ 16" O.C. 2x6 @ 16" O.C. TYPICAL TALL WALL BALLOON STUD FRAMING 2x6 SPF LEDGER 12" PLYWOOD / OSB SHEATHING 312" 17 16 " ROOF TRUSSES @ 24" O.C. MAX. SPACING FASTENED BY SUPPLIER 9 16 " FASTEN PLATE TO BEAM w/ (3) 16d NAILS EVERY 16" SEE 3/S3 FOR SHEAR WALL CONSTRUCTION SEE 3/S3, MIRRORED FOR SHEAR WALL CONSTRUCTION NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL UNLESS NOTED/SHOWN OTHERWISE. INDICATES SPAN DIRECTION OF TRUSSES BY SUPPLIER TYP. CHIMNEY PIPE SUPPORT BY OTHERS, TYP. (2) 912" LVL (2) 912" LVL (2) 912" LVL SEE 3/S2 FOR FRONT TALL WALL FRAMING December 5, 2024 4.572 1-24-25 Wilkins Residence 740 Willow Dr. S Orono, MN Garrett Brunell 52600 FAMILY ROOM / KITCHEN TALL WOOD WALL H=14'-4"± MAX. (TO UPSET BEAM) TO BE CONSTRUCTED AS FOLLOWS: ·PROVIDE 2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED) ·PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS NOT TO EXCEED 10-FT ALONG HEIGHT OF WALL ·PROVIDE (2) 2x6 BEARING STUDS & (3) 2x6 FULL HEIGHT KING STUDS EACH SIDE OF WINDOW/DOOR (EXTEND (1) TO TOP OF UPSET TRANSOM WINDOW HEADER - SEE 3/S3) ·HEADERS PER PLAN w/ CONTINUOUS (NO SPLICES) PLATES ABOVE & BELOW LOWER DOOR HEADERS ·WALL SHEATHING TO BE: 7 16" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING UNLESS NOTED OTHERWISE FAMILY ROOM VAULTED TALL WOOD WALL H=18'-53 8"± MAX. TO BE CONSTRUCTED AS FOLLOWS: ·WALL HEIGHTS GREATER THAN 16-FT TALL: PROVIDE 2x6 LSL @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED FROM SLAB TO BOTTOM OF VAULT) ·WALL HEIGHTS LESS THAN 16-FT TALL: PROVIDE 2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED FROM SLAB TO BOTTOM OF VAULT) ·PROVIDE 2x6 BLOCKING BETWEEN STUDS AT INTERVALS NOT TO EXCEED 10-FT ALONG HEIGHT OF WALL ·FASTEN ABUTTING STUDS AT WALL CORNERS w/ 0.131"Øx3" FACE NAILS @ 12" O.C. ·WALL SHEATHING PER FRAMING NOTE 7B - SHEATH WALL FULL HEIGHT TO BOTTOM OF VAULTED TRUSS ·PROVIDE TOP AND BOTTOM OF WALL CONNECTIONS SHOWN FOR INTERIOR BRACED WALL PANELS IN DETAIL 5/S1. CROSS HATCHED WALLS INDICATE INTERIOR BRACED WALL LOCATIONS TYP. (PROVIDE INCREASED FASTENING & CONNECTIONS TOP & BOTTOM AS SHOWN IN 5/S1)KITCHEN EXTERIOR VAULTED CLERESTORY WOOD WALL H=9'-1"± MAX. TO BE CONSTRUCTED AS FOLLOWS ON BEAM BELOW: ·PROVIDE 2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED FROM BEAM TO BOTTOM OF VAULT) ·WALL SHEATHING TO BE: 7 16" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING UNLESS NOTED OTHERWISE ·TOP OF WALL LATERAL BRACING AS REQ'D BY TRUSS SUPPLIER FAMILY ROOM VAULTED CLERESTORY WOOD WALL H=9'-1"± MAX. TO BE CONSTRUCTED AS FOLLOWS ON BEAM BELOW: ·PROVIDE 2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED FROM BEAM TO BOTTOM OF VAULT) ·WALL SHEATHING TO BE: 7 16" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING UNLESS NOTED OTHERWISE ·TOP OF WALL LATERAL BRACING AS REQ'D BY TRUSS SUPPLIER KITCHEN INTERIOR VAULTED CLERESTORY WOOD WALL H=9'-1"± MAX. TO BE CONSTRUCTED AS FOLLOWS ON BEAM BELOW: ·PROVIDE 2x6 @ 16" O.C. TYPICAL FULL HEIGHT WALL FRAMING (BALLOON FRAMED FROM BEAM TO BOTTOM OF VAULT) ·WALL SHEATHING PER FRAMING NOTE 7B THIS WALL TO BE SHEATHED FULL HEIGHT ONE-SIDED AS NOTED ON 2/S2 AND FRAMING NOTE 7B 514"x24" PSL OR 514"x243 4" GLULAM (L/360) (5-FT) (5.4-FT) DIAGONAL HATCHED WALLS INDICATE INTERIOR PLYWOOD/OSB SHEATHING BRACED WALL LOCATIONS TYP. (PROVIDE INCREASED FASTENING & CONNECTIONS TOP & BOTTOM AS SHOWN IN 5/S1) (4 - F T ) (4 - F T ) (4 - F T ) (3 ) 2 x 1 2 SEE 2/S3 FOR GARAGE SHEAR WALL CONSTRUCTION SEE 1/S3 FOR GARAGE SHEAR WALL CONSTRUCTION (3 ) 1 4 " L V L SEE 3/S3 FOR SHEAR WALL CONSTRUCTION SEE 3/S3, MIRRORED FOR SHEAR WALL CONSTRUCTION (2) 2x10 SEE 3/S2 FOR TALL WALL FRAMING LENGTH OF CONTINUOUS PSL HEADER 514"x514" PSL (OMIT PLATE) (3 ) 1 1 7 8" L V L (2) 2x8 (2 ) 2 x 8 (2 ) 2 x 8 (2 ) 2 x 8 (2 ) 2 x 8 (2) 2x10 (3) 912" LVL (2) 2x8 (3 ) 1 1 7 8" L V L (3 ) 1 1 7 8" L V L 6x6 POST w/ STANDARD CAP & BASE, BY SUPPLIER 6x6 POST w/ STANDARD CAP & BASE, BY SUPPLIER, TYP. (2) 2x12 UPSET/FLUSH HEADER PER PLAN w/ SIMPSON HUC28-2 HANGER TO BRG STUDS/INCOMING HEADER (2) 714" LVL (2) 2x8 (2) 2x10 (2) 2x10 NON-STRUCTURAL SOFFIT FRAMING BY BUILDER-TYP. PROVIDE 2x6 LEDGER FOR LOW ROOF TRUSS BEARING PER 5/S2, AS REQ'D BY TRUSS SUPPLIER (2) 2x6 BRG STUDS, EACH END (1) 2x6 FULL HEIGHT STUD & MIN. (3) 2x6 BRG STUDS BELOW INCOMING BEAM (1) 2x6 FULL HEIGHT STUD & MIN. (3) 2x6 BRG STUDS BELOW INCOMING BEAM (1) 2x6 FULL HEIGHT KING STUD EXTENDED TO TOP OF UPSET TRANSOM WINDOW HEADER & (2) 2x6 BRG STUDS (1) 2x6 BRG STUD FASTEN KING STUDS TO HEADER w/ (4) 0.22"x10" SIMPSON SDWS SCREWS (FOR STEEL OPTION PROVIDE WELDED END PLATE w/ (4) 0.22"x6" SIMPSON SDS SCREWS THROUGH PLATE INTO STUD) AWAY FROM BEAM, PROVIDE 2x6 BLOCKING w/ (2) 0.131"Ø x 3" TOE NAILS EACH END (2) 12" Ø ANCHOR BOLTS @ 48" O.C. MAX. (7" MIN. EMBED) FOR A STIFFER BEAM (12" DEFLECTION MAX.), BUILDER MAY USE A W18x46 STEEL OPTION 514"x514" PSL514"x514" PSL NON-STRUCTURAL CROSS TIES BY OTHERS TYP. BALLOON FRAME WALL TO BOTTOM OF VAULT PER FRAMING NOTES BALLOON FRAME WALL TO BOTTOM OF VAULT PER FRAMING NOTES BALLOON FRAME WALL TO BOTTOM OF VAULT PER FRAMING NOTES FIREPLACE SUPPORT BY BUILDER (3) 2x8 INFILL 2x4 FRAMING AS REQ'D IN ADDITION TO STRUCTURAL MEMBERS INDICATED TYP. INFILL 2x4 FRAMING AS REQ'D IN ADDITION TO STRUCTURAL MEMBERS INDICATED TYP. SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 12" LONG SIMPSON TITEN HD SCREW-IN ANCHOR HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d NAILS @ 6" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS Tom Wilkins 740 Willow Drive S Orono, MN, 55391 Plan Updates1-24-251 (2) 714" LVL 4'-3"± FASTEN EACH TRUSS ABOVE AND BETWEEN SHEAR WALL PANELS ALONG THE REAR WALL w/ (4) 0.131"Ø x 3" TOENAILS & SIMPSON H2.5 CLIP HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d NAILS @ 4" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS PROVIDE 2x6 BLOCKING AT INTERVALS NOT GREATER THAN 10-FT APART ALONG HEIGHT OF WALL 2x6 @ 16" O.C. TYPICAL TALL WALL BALLOON STUD FRAMING (2) 2x6 FULL HEIGHT STUDS & MIN. (1) 2x6 BRG STUD & (2) 2x4 BRG STUDS (3) 2x6 FULL HEIGHT KING STUDS & (2) 2x6 BEARING STUDS PARTIALLY FLUSH HEADER PER PLAN HEADER PER PLAN w/ CONTINUOUS (NO SPLICES) PLATES ABOVE & BELOW HEADER FAMILY ROOM / KITCHEN TALL SHEARWALL 3 S3 FRAMING DETAIL COPYRIGHT HANSON GROUP, LLC 2024© Project Number: Date:S33Sheets: of 3 DescriptionDateRevision Print Name: Signed: License Number:Date: 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. 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com (2) 12" Ø ANCHOR BOLTS EQUALLY SPACED (7" MIN. EMBED) December 5, 2024 4.572 1-24-25 Wilkins Residence 740 Willow Dr. S Orono, MN Garrett Brunell 52600 PROVIDE DOUBLE STUDS AT END OF SHEARWALL HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d NAILS @ 4" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS TYPICAL 2x6 STUDS @ 16" O.C. GARAGE SHEAR WALLS3 2 FRAMING DETAIL SEE PLAN & FRAMING NOTES FOR HEADER & BEARING/KING STUDS AT SIDES OF OPENING (2) 12"Ø ANCHOR BOLTS PER CODE FASTEN EACH TRUSS ABOVE PANEL AND OVERHEAD DOOR w/ (4) 0.131"Ø x 3" TOENAILS & SIMPSON H2.5 CLIP FOUNDATION WALL BELOW MAY OMIT ONE TOP PLATE ALONG HEADER 2x6 @ 16" O.C. INFILL STUD FRAMING UPSET/FLUSH HEADER PER PLAN w/ SIMPSON HUC28-2 HANGER TO BRG STUDS/INCOMING HEADER/GIRDER TRUSS PROVIDE DOUBLE STUDS AT END OF SHEARWALL HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d NAILS @ 4" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS TYPICAL 2x6 STUDS @ 16" O.C. GARAGE SHEAR WALLS3 1 FRAMING DETAIL SEE PLAN & FRAMING NOTES FOR HEADER & BEARING/KING STUDS AT SIDES OF OPENING FASTEN EACH TRUSS ABOVE PANEL AND OVERHEAD DOOR w/ (4) 0.131"Ø x 3" TOENAILS & SIMPSON H2.5 CLIP FOUNDATION WALL BELOW SIMPSON LSTA24 STRAP CENTERED ON END OF HEADER SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 12" LONG SIMPSON TITEN HD SCREW-IN ANCHOR SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 12" LONG SIMPSON TITEN HD SCREW-IN ANCHOR (2) 12"Ø ANCHOR BOLTS PER CODE SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 12" LONG SIMPSON TITEN HD SCREW-IN ANCHOR Tom Wilkins 740 Willow Drive S Orono, MN, 55391 Plan Updates1-24-251