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HomeMy WebLinkAboutLA164916 - 10322 199th St W Approved PlansD R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 6 :4 9 A M 00 T i t l e R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 F L I E H E R E S I D E N C E LAKE MARION 199th STREET WEST LAKEVILLE, MN 55044 Concept Approval ONLYSubject to Field Inspection Inspector Date 2015 MN Bldg Code 10/17/2018dmathews First Floor 0' - 0" Second Floor 10' - 7 7/8" Roof 19' - 9" Basement -10' - 4 3/4" T.O. Footing -10' - 8 1/4" Top of Foundation -1' - 8 1/4" First Floor Clg. 9' - 1 1/8" Roof Peak 32' - 4 3/4" L o w e r L e v e l W i n d o w H e i g h t 8 ' - 0 " M a i n L e v e l W i n d o w H e i g h t 8 ' - 0 " U p p e r L e v e l W i n d o w H e i g h t 8 ' - 0 " 9 ' - 0 " 1 ' - 8 1 /4 " 9 ' - 1 1 /8 " 1 ' - 6 3 /4 " 9 ' - 1 1 /8 " 1 2 ' - 7 3 /4 " 5 11GABLE BRACKET A A A A B B B B C D D D E E B 2 1/4" STONE CAP 5/4" x 8" TRIM w/2"x2" TRIM 5/4" x 8" TRIM w/2"x2" TRIM 5 /4 " x 6 " T R I M 5 /4 " x 6 " T R I M 2x4 TRIM & 5/4" x 10" TRIM 5 /4 " x 1 0 " T R I M 5 /4 " x 6 " T R I M 5/4" x 10" TRIM 5 /4 " x 1 0 " T R I M 5 /4 " x 6 " T R I M 5 /4 " x 1 0 " T R I M 5/4" x 6" TRIM & 2"x4" TRIM 5/4" x 6" TRIM 5/4" x 8" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 2x4 TRIM & 5/4" x 10" TRIM 5 /4 " x 4 " T R I M 3" STONE LINTEL 4 11 GARAGE BRACKET 6 11CORBEL 6 11 CORBEL 3" STONE LINTEL 2 1/4" STONE CAP NOTE: GARAGE T.O.F IS 6" LOWER THAN THE HOUSE T.O.F. First Floor 0' - 0" Second Floor 10' - 7 7/8" Roof 19' - 9" Basement -10' - 4 3/4" T.O. Footing -10' - 8 1/4" Top of Foundation -1' - 8 1/4" First Floor Clg.9' - 1 1/8" 1 2 ' - 7 3 /4 " 9 ' - 1 1 /8 " 1 ' - 6 3 /4 " 9 ' - 1 1 /8 " 1 ' - 8 1 /4 " 9 ' - 0 " 3 6 " Roof Peak 32' - 4 3/4" 5 11GABLE BRACKET 5/4" x 6" TRIM w/2"x2" TRIM 5 /4 " x 1 0 " T R I M 5 /4 " x 6 " T R I M 2x4 TRIM & 5/4" x 10" TRIM 6 11 CORBEL A A A B B B B B B C E 5/4" x 6" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 5/4" x 4" TRIM CEDAR PERGOLA 3 6 " 5/4" x 12" TRIM 5 /4 " x 1 0 " T R I M 5/4" x 10" TRIM 5/4" x 8" TRIM 5/4 " x 1 0 " T R I M 5/4" x 6" CURVED TRIM 5 /4 " x 1 2 " T R I M 5 /4 " x 1 2 " T R I M 5 /4 " x 1 8 " T R I M 5 /4 " x 1 8 " T R I M BLACK ROOF FINIAL 5 /4 " x 1 5 " T R I M 2)5/4" x 12" TRIM w/2x4 TRIM 2)5/4" x 12" TRIM w/2x4 TRIM CC NOTE: SITE VERIFY GRADE AND ADJUST POURED CONCRETE FOUNDATION WALLS AS NEEDED. CONSTRUCTION PLANS SHOW ESTIMATED WALL HEIGHTS FOR REAR AND LEFT ELEVATIONS 5/4" x 12" TRIM2x4 TRIM & 5/4" x 10" TRIM D R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 7 :1 1 A M 01 F r o n t & R e a r E l e v a t i o n s R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 TYPICAL EXTERIOR MATERIALS SQ FT BREAKDOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 7" EXPOSURE LP SIDING PER ELEVATION 7" EXPOSURE LP SHAKES STRAIGHT PER ELEVATION LP PANELS SMOOTH &LP TRIM BATTENS PER ELEVATION STONE VENEER PER ELEVATION 3" NICKEL GAP SHIPLAP VERTICAL SIDING PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" HARDIE WINDOW & DOOR WRAPS PER ELEVATION PAINTED METAL SIDING CORNERS PER ELEVATION 1X3 ON 1X8 COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS: INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED: FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES: INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS: WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL: BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING: AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED: PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STUCCO MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STUCCO INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. 1/4" = 1'-0"1 Front Elevation 1/4" = 1'-0"2 Rear Elevation E 5 11GABLE BRACKET 5 /4 " x 1 0 " T R I M 5/4" x 10" TRIM & 2"x4" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 2x4 TRIM & 5/4" x 10" TRIM A A A A A A A B B B C C C 2 1/4" STONE CAP 2x4 TRIM & 5/4" x 10" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 5/4" x 8" TRIM 5/4" x 8" TRIM 5/4" x 6" TRIM BLACK ROOF FINIAL CEDAR PERGOLA (SEE DETAIL 2&3/07) 5/4" x 4" TRIM D D D 5 /4 " x 1 8 " T R I M 5 /4 " x 1 8 " T R I M 5 /4 " x 1 2 " T R I M 5 /4 " x 1 2 " T R I M 5 /4 " x 1 8 " T R I M 2x4 TRIM & 5/4" x 10" TRIM 2x4 TRIM & 5/4" x 10" TRIM 5/4" x 12" TRIM 2)5/4" x 12" TRIM w/2x4 TRIM NOTE: SITE VERIFY GRADE AND ADJUST POURED CONCRETE FOUNDATION WALLS AS NEEDED. CONSTRUCTION PLANS SHOW ESTIMATED WALL HEIGHTS FOR REAR AND LEFT ELEVATIONS 16"16" C NOTE: CONTRACTOR TO SPECIFY UNDER STAIRS DRAINAGE SYSTEM w/ CLOSED STAIR SHOWN 5/4" x 8" TRIM A A B B 5/4" x 8" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 4 11 GARAGE BRACKET 2)5/4" x 12" TRIM w/2x4 TRIM NOTE: SITE VERIFY GRADE AND ADJUST POURED CONCRETE FOUNDATION WALLS AS NEEDED. CONSTRUCTION PLANS SHOW ESTIMATED WALL HEIGHTS FOR REAR AND LEFT ELEVATIONS WALKOUT WALL DETAIL: TYPICAL FOUNDATION:3'-6" x 10" POURED CONCRETE FOUNDATION WALL ON 20" x 8" CONCRETE FOOTING REBAR PER CODE NOTE: DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL FOUNDATION WALLS (STRUCTURAL AND NON-STRUCURAL) MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR FOUNDATION WALLS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. 5 1/2"4 1/2" 10" 3 1 /2 " 2 " I N S U L A T I O N LAP SIDING PER PLAN BUILDING PAPER 1/2" PLYWOOD 2X6 STUDS @ 16" O.C. INSULATION PER CODE FLASHING GYP. BRD. 2" INSULATION @ 45 DEGREE ANGLE 1/2" ANCHOR BOLT 4" SAND METAL FLASHING 5/4" x 8" TRIM 2" RIGID INSULATION 2X2 BLOCKING LAP SIDING 1/2" SHEATHING 2X6 SILL PLATE 1/2" ANCHOR BOLT 2X2 BLOCKING 2 " BUILDING PAPER SILL PLATE DETAIL: STANDARD FOUNDATION:ALL STRUCTURAL EXTERIOR FOUNDATION WALLS MUST BE WRAPPED w/ 8" TRIM BOARD AND FLASHED PER CODE DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL FOUNDATION WALLS (STRUCTURAL AND NON-STRUCURAL) MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR FOUNDATION WALLS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: D R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 7 :3 8 A M 02 L e f t & R i g h t E l e v a t i o n s R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 1/4" = 1'-0"1 Left Elevation 1/4" = 1'-0"2 Right Elevation 1" = 1'-0"3 Detail - 10" Walkout Wall 1" = 1'-0"4 Truss Detail - Standard Sill Plate TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 7" EXPOSURE LP SIDING PER ELEVATION 7" EXPOSURE LP SHAKES STRAIGHT PER ELEVATION LP PANELS SMOOTH &LP TRIM BATTENS PER ELEVATION STONE VENEER PER ELEVATION 3" NICKEL GAP SHIPLAP VERTICAL SIDING PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" HARDIE WINDOW & DOOR WRAPS PER ELEVATION PAINTED METAL SIDING CORNERS PER ELEVATION 1X3 ON 1X8 COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B C D A E U P U P 2 ' - 0 " 3 1 ' - 6 " 9 ' - 6 " 1 6 ' - 0 " 8 ' - 0 " 1 ' - 1 0 1 /2 " M .O . 1 6 ' - 3 " 2 ' - 3 " M .O . 9 ' - 3 " 1 ' - 1 0 1 /2 " 1 5 ' - 6 " 6 " 6 7 ' - 0 " 47' - 6"13' - 8"25' - 4" 87' - 0" 4' - 6"6' - 6"3' - 8"8' - 4"3' - 1"8' - 11"6' - 0"6' - 0" 35' - 0"12' - 0"12' - 0"12' - 0"8' - 0"8' - 0" 6 " 87' - 0" 4 ' - 2 " 4 ' - 1 0 " 4 ' - 0 " 8 ' - 1 1 " 3 ' - 1 " 5 ' - 6 " 5 ' - 6 " 2 0 ' - 0 " 2 4 ' - 0 " 2 3 ' - 0 " 6 7 ' - 0 " 1 5 ' - 8 3 /4 " 1 1 ' - 8 1 /2 " 1 2 ' - 8 1 /2 " 4 ' - 7 1 /2 " 9 ' - 2 3 /4 " 7' - 11 1/4"4' - 3 1/2"4' - 6 3/4"4' - 3 3/4"12' - 1"18' - 3 3/4" 5' - 0 3/4"9' - 11 1/4" 3' - 10 1/4"3' - 10 1/4" 3 ' - 1 1 " 7 ' - 4 " 1 5 ' - 6 1 /4 " 4 ' - 4 1 /2 " 5 ' - 4 1 /2 " 8 ' - 1 0 3 /4 " 6' - 6 1/4"4' - 3 1/2" 2' - 5 1/4" 3 " 3 " 3 " 3 " 4 ' - 0 1 /4 " M A I N F N D W A L L : 9 '-0 "x 8 " P O U R E D C O N C . F O U N D A T I O N O N 2 0 "X 8 " C O N C R E T E F O O T I N G R E B A R P E R C O D E S I M P S O N M E T A L T I E S :E N D J O I S T S T O B E A M - L U C 2 1 O Z P O S T T O F O O T I N G - A B W 6 6 Z P O S T T O B E A M - L P C 6 Z M I D D L E J O I S T S - L U S 2 1 O Z D E C K R I M T O H O U S E - 3 /8 "x 5 -1 /2 "C O A T E D L A G B O L T S & W A S H E R S W A L K O U T W A L L : 2 X 6 S T U D S @ 1 6 " O .C . 3 '-6 "x 1 0 " P O U R E D C O N C R E T E F O U N D A T I O N O N 2 0 "x 8 " C O N C R E T E F O O T I N G R E B A R P E R C O D E P R O V I D E 3 1 /2 "x 5 1 /2 " P O U R O N T O P O F 1 0 " W A L L U N D E R 2 X 6 W A L L O U T D R S T R G . 3 6 "x 3 6 "x 1 2 " C O N C . P A D (T Y P I C A L ) 2x10 JOISTS @ 16" O.C. 1 -1 /2 T R E A D A N K L E W A L L N O T E : S O L I D B L O C K A L L J O I S T S P A C E S F I R E C A U L K A L L P E N E T R A T I O N S I N S O L I D B L O C K B E D R O O M #4 C A R P E T W E T B A R W O O D F A M I L Y R O O M W O O D G A M E R O O M W O O D S T A I R S C A R P E T E X T E R I O R T H E R M A L W A L L : 2 " R I G I D I N S U L A T I O N S Y S T E M (R -1 0 ) A P P L I E D T O E X T E R I O R P R O V I D E F L A S H I N G S P O R T C O U R T G A R A G E F N D W A L L : 3 '-6 "x 8 " P O U R E D C O N C R E T E F O U N D A T I O N O N 2 0 "x 8 " C O N C R E T E F O O T I N G R E B A R P E R C O D E T Y P I C A L S L A B C O N S T R U C T I O N : 4 " C O N C R E T E S L A B O V E R P O L Y /V A P O R B A R R I E R O V E R S A N D B E D G R A N U L A R F I L L N O T E : P R O P O S E D R E T A I N I N G W A L L , V E R I F Y L O C A T I O N A N D D E S I G N W I T H L A N D S C A P E D E S I G N E R A N D S U R V E Y I N G E N G I N E E R A .C . P A D F D W H F U R N 36"x80" DOOR M E C H A N I C A L R O O M C O N C R E T E S U M P w / S E A L E D C O V E R 3 6 " R E F R I G 2 " S L A B L E D G E 2" SLAB LEDGE - U N E X C A V A T E D - F A N 48" VANITY 3 4 "x 6 0 " F B R G L S S H O W E R B A T H T I L E 2 8 "x 8 0 " D O O R S N K S H E L V E S B A S E C A B . U .C . R E F R I G B U I L T I N 'S G A S F I R E P L A C E P E R M F G . S P E C S . E X E R C I S E R O O M R U B B E R T I L E S S M O K E D E T . S D /C O S D /C O S M O K E D E T . 2 X 6 B E A R I N G W A L L 2 X 6 B E A R I N G W A L L 2 )9 1 /2 " L V L D R O P P E D . 2 )2 x 1 0 H D R D R O P P E D . 2 X 6 B E A R I N G W A L L R&S 30"x80" DOOR 60"x80" BI-PASS DRS 3 6 "x 8 0 " G L S D R 3 6 " x 9 6 " G L S D R 3 " A N K L E W A L L w /R A I L I N G P A T I O S T A M P E D C O N C R E T E L I N E O F C O V E R E D P E R G O L A L I N E O F D E C K U N D E R D E C K I N G C O V E R E D P A T I O 18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C. 2)9 1/2" LSL FLUSH 2 )9 1 /2 " L S L F L U S H W O O D D R O P P E D C L G F O R H V A C 1 0 ' -6 "x 8 '-0 " S T O R E G L A S S F R O N T 3 6 "x 8 0 " D O O R M .O . 1 5 ' - 3 1 /2 " M .O . 3 ' - 1 0 " 6 " 6 " C O N C R E T E B O N D B E A M P E R M F G S P E C S T O R . C O N C R E T E - U N E X C A V A T E D - D I M E N S I O N S A R E T O E D G E O F C O N C R E T E A N D E D G E O F F R A M I N G F L O O R T R U S S E S A R E C A L L E D O U T A T 1 9 .2 " O .C . F L O O R S Y S T E M D E S I G N E R V E R I F Y S P A C I N G A N D A D J U S T A S A L L O W E D B Y S P A N S C E I L I N G H E I G H T @ 8 '-1 0 " U N L E S S N O T E D S E T W I N D O W H D R S @ 9 6 " F R O M C O N C R E T E F L O O R U N L E S S N O T E D N O T E : T Y P I C A L S L A B C O N S T R U C T I O N : 4 " C O N C R E T E S L A B O V E R P O L Y /V A P O R B A R R I E R O V E R S A N D B E D G R A N U L A R F I L L I N T E R I O R T H E R M A L W A L L : (U N E X P O S E D W A L L S O N L Y ) 1 " A I R S P A C E 2 x 4 S T U D S @ 1 6 " O .C . 2 x 4 T R D . P L A T E 1 /2 " G Y P B D . I N T E R I O R B E A R I N G W A L L S : 4 X 6 T R E A T E D W O O D 1 6 "X 8 " F O O T I N G (T Y P I C A L ) I N T E R I O R T H E R M A L W A L L : (E X P O S E D W A L L S O N L Y ) 1 " R I G I D I N S U L A T I O N (R -5 ) 2 x 4 S T U D S @ 1 6 " O .C . 2 x 4 T R D . P L A T E 1 /2 " G Y P B D . I N T E R I O R B E A R I N G W A L L S : 4 X 6 T R E A T E D W O O D 1 6 "X 8 " F O O T I N G (T Y P I C A L ) F R O N T P O R C H F N D W A L L : 3 '-6 "x 8 " P O U R E D C O N C R E T E F O U N D A T I O N O N 2 0 "x 8 " C O N C R E T E F O O T I N G R E B A R P E R C O D E 2 )2 x 1 2 C E D A R B E A M D R O P P E D .B E A M P E R M F G . S P E C F L U S H 1 3 0 . 2 4 ° 1 0 6 4 0 6 6 0 6 1 0 8107 4 0 7 5 0 7506 2 0 9208 7 0 9 N O T E : m a i n f o u n d a t i o n w a l l h e i g h t s F 2F1 3 '-6 "x 8 " P O U R E D C O N C R E T E F O U N D A T I O N O N 2 0 "x 8 " C O N C R E T E F O O T I N G 3 '-6 "x 1 0 " P O U R E D C O N C R E T E F O U N D A T I O N O N 2 0 "x 8 " C O N C R E T E F O O T I N G F 3 9 '-0 "x 8 " P O U R E D C O N C R E T E F O U N D A T I O N O N 2 0 "x 8 " C O N C R E T E F O O T I N G F 4 2 0 '-4 5 /8 "x 1 6 " P O U R E D C O N C R E T E F O U N D A T I O N O N 2 8 "x 8 " C O N C R E T E F O O T I N G F3 F4 F3a F4 F1a F3 F3a F1 F3 W A L K O U T W A L L : 2 X 6 S T U D S @ 1 6 " O .C . 3 '-6 "x 1 0 " P O U R E D C O N C R E T E F O U N D A T I O N O N 2 0 "x 8 " C O N C R E T E F O O T I N G R E B A R P E R C O D E P R O V I D E 3 1 /2 "x 5 1 /2 " P O U R O N T O P O F 1 0 " W A L L U N D E R 2 X 6 W A L L F 4 F 3F1a F 3 a F 3 a F 4 F 4 F 2 F 1 F 1F1 3)ITDH3656 2)7 1/4" LSL 2 )I T D H 3 6 7 6 & I T D H P 5 4 7 6 2 )9 1 /2 " L S L ITDH3676 & ITDHP5476 2)9 1/2" LSL I S F D 9 0 8 0 O X O 2 )1 1 7 /8 " L V L 1 3 9 . 7 6 ° 18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C. F 3 a 9 '-0 "x 8 " P O U R E D C O N C R E T E F O U N D A T I O N O N 2 0 "x 8 " C O N C R E T E F O O T I N G & 2 " L E D G E F 1 a 3 '-6 "x 8 " P O U R E D C O N C R E T E F O U N D A T I O N O N 2 0 "x 8 " C O N C R E T E F O O T I N G & 2 " L E D G E F2 F 1 A D D 3 '-6 "x W A L L T H I C K N E S S P O U R E D C O N C R E T E F O U N D A T I O N E X T E N S I O N (H E I G H T W I L L D E P E N D O N G R A D E -S I T E V E R I F Y ) F - 2x6 FLAT STUDS 2x6 FLAT STUDS 2 x 6 F L A T S T U D S 3 4 1 /2 " 2X6 BRG WALL 2 X 6 B R G W A L L NOTE: SITE VERIFY GRADE AND ADJUST POURED CONCRETE FOUNDATION WALLS AS NEEDED. CONSTRUCTION PLANS SHOW ESTIMATED WALL HEIGHTS FOR REAR AND LEFT ELEVATIONS NOTE: SITE VERIFY GRADE AND ADJUST POURED CONCRETE FOUNDATION WALLS AS NEEDED. CONSTRUCTION PLANS SHOW ESTIMATED WALL HEIGHTS FOR REAR AND LEFT ELEVATIONS 2 9 " 2 1 2 3 /1 6 " 2 7 ' - 1 0 " 44' - 4" 2 )2 x 1 0 H D R 3 ' - 4 " 2 ' - 6 " 1 6 ' - 0 " 3 ' - 9 " 2 0 ' - 9 " C O N C R E T E U N D E R D E C K I N G F 2 2x10 JOISTS @ 16" O.C. 6 0 9 4 0 9 5 0 9 7' - 0"4' - 0" R A I L I N G 4' - 11" S T A I R F O O T I N G : 1 2 " C O N C . S O N O T U B E @ 4 2 " (M I N ) B E L O W G R A D E BEAMS PER MFG. SPEC. 2 ) 2 4 " x 8 0 " D O O R S 4 ' - 2 " 8 ' - 1 0 " D R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 7 :4 3 A M 03 L o w e r L e v e l R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 NOTE: MARVIN WINDOWS (INTEGRITY SERIES) ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) ATTENTION: BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: See S1 for minimum 3' deep concrete lintel with (3) #6 bars top and bottom extended a minimum 24" beyond edge of opening. 7 7 2.75 3.3 3.4 Shearwall UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. D NUP D N D N 2 ' - 0 " 3 1 ' - 0 " 1 0 ' - 0 " 1 6 ' - 0 " 8 ' - 0 " 2 ' - 0 " 1 6 ' - 0 " 2 ' - 6 " 9 ' - 0 " 1 ' - 6 " 5 ' - 0 " 5 ' - 0 " 4 ' - 1 0 " 6 ' - 6 " 4 ' - 8 " 4 ' - 0 1 /2 " 3 ' - 1 1 1 /2 " 35' - 0"12' - 0"12' - 0"12' - 0"8' - 0"7' - 6" 47' - 6"13' - 6"25' - 6" A .C . P A D 6 " S P A N C R E T E P L A N K L E D G E 6" SPANCRETE PLANK LEDGE 6" SPANCRETE PLANK LEDGE 6 " S P A N C R E T E P L A N K L E D G E 6 7 ' - 0 " 13' - 0"8' - 0"3' - 0"4' - 6"6' - 6"3' - 8"8' - 4"3' - 1"8' - 11"6' - 0"6' - 0"4' - 0"4' - 0" 1 0 ' - 0 " 1 0 ' - 0 " 1 1 ' - 0 " 4 ' - 2 " 4 ' - 1 0 " 4 ' - 0 " 8 ' - 1 1 " 3 ' - 1 " 5 ' - 6 " 5 ' - 6 " 2 0 ' - 0 " 2 4 ' - 0 " 1 2 ' - 0 " 1 1 ' - 0 " 6 7 ' - 0 " 6' - 7 1/2"6' - 10 1/2" 86' - 6" 8 ' - 6 3 / 1 6 " 1 3 0 . 2 4 ° 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 4 ' - 3 " 8 ' - 1 1 /4 " 1 8 ' - 7 3 /4 " 8' - 6 1/4"4' - 11 3/4" 3' - 2 3/4" 2 7 "5 ' - 1 3 /4 " 4 ' - 1 1 " 5 ' - 1 0 " 1 1 ' - 9 1 /4 " 3 ' - 1 0 1 /2 " 7 ' - 4 " 3' - 10 1/4"3' - 10 1/4" 3 ' - 1 0 1 /2 " 7 ' - 4 " 4' - 3 1/2"4' - 2 3/4"4' - 11 3/4" 2 9 1 /4 " 7' - 8 3/4"10' - 11 1/2"3' - 4 1/2"3' - 5 1/4" 4 8 " 1 2 0 " 5 4 " 4 8 " 3 2 " 4 ' - 8 1 /2 " 9 ' - 1 3 /4 " 2 7 3 / 4 " G A R A G E W A L L S : I N S U L A T E W A L L S 5 /8 " T Y P E X G P . B D . O N A L L I N T E R I O R G A R A G E W A L L S F L O O R T R U S S E S A R E C A L L E D O U T A T 1 9 .2 " O .C . F L O O R S Y S T E M D E S I G N E R V E R I F Y S P A C I N G A N D A D J U S T A S A L L O W E D B Y S P A N S C E I L I N G H E I G H T @ 9 '-1 1 /8 " U N L E S S N O T E D S E T W I N D O W H D R S @ 9 6 " F R O M M A I N L E V E L U N L E S S N O T E D N O T E : R A I L I N G S P E R C O D E ( O U T S I D E ) C O N C R E T E I N S U L A T E W A L L S & C E I L I N G B A L C O N Y C O M P O S I T E D E C K I N G F R O N T P O R C H C O N C R E T E P I N E T &G C L G . 18" FLOOR TRUSSES @ 19.2" O.C. R O O F T R U S S E S @ 2 4 " O .C . G A S F I R E P L A C E P E R M F G . S P E C S . B U I L T I N 'S T Y P I C A L S L A B C O N S T R U C T I O N : 4 " C O N C R E T E S L A B P I T C H E D T O W A R D S O V E R H E A D D O O R S A N D B E D G R A N U L A R F I L L G A R A G E G R E A T R O O M W O O D V A U L T E D C L G . D I N I N G W O O D V A U L T E D C L G . N O T E : B A T H R O O M O V E R U N C O N D I T I O N E D S P A C E R E Q U I R E S H E A T D U C T & S E W E R P I P E S T O B E W R A P P E D & F O A M E D . H E A T D U C T & S E W E R P I P E S W I L L B E H E L D T I G H T T O S U B F L O O R & 1 8 " B L O W N I N S U L A T I O N (R -4 9 ). f o y e r W O O D V A U L T E D C L G . 4 2 "x 9 6 " G L S . E N T R Y D R . w /1 6 " S I D E L I T E S 2 )9 1 /2 " L S L BENCH &HOOKS 3 6 " R A N G E D W 2 -B I N T R A S H 42" REF. K I T C H E N W O O D V A U L T E D C L G . TALL CAB. H O O D V E N T S N K UPPERS U P P E R S S H E L V E S 1 8 " I S L A N D O V 'H G UPPERS BASE CAB. P A N T R Y W O O D HVAC CHASE HVAC CHASE 3 6 "x 9 6 " F I R E D R 2 0 M I N R A T E D 2 )9 1 /2 " L S L 1 6 '-0 " x 8 '-0 " D O O R 3 )2 0 " L V L 9 '-0 " x 8 '-0 " D O O R 2 )1 1 7 /8 " L S L 3 0 "x 9 6 " P K T D R 2 )2 x 1 0 H D R 2 x 6 2 x 6 S U N R O O M W O O D 36"x96" GLS DR. 36"x96" GLS DR. 2)9 1/2" LSL D E C K C O M P O S I T E D E C K I N G RAILINGS PER CODE (OUTSIDE) S T A I R S C A R P E T F A N B A T H W O O D 3 0 " x 9 6 " D O O R 6 0 " F U R N . V A N I T Y H A L L W A Y W O O D 9 '-1 1 /8 " C L G . A N K L E W A L L w /R A I L I N G A N K L E W A L L w /R A I L I N G 3 0 "x 9 6 " D O O R LOCKERS BENCH M U D R O O M W O O D O P E N T O S P O R T C O U R T B E L O W 18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C. 1 2 " P R E -S T R E S S E D E N G . C O N C R E T E P L A N K L I N E O F U P P E R L E V E L LINE OF UPPER LEVEL LINE OF UPPER LEVEL F L A T C L G . 1 2 " P R E -S T R E S S E D E N G . C O N C R E T E P L A N K S D /C O ROOF TRUSSES @ 24" O.C. R O O F T R U S S E S @ 2 4 " O .C . ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. 6 " 6 " 2 X 6 P L U M B I N G W A L L 8" POURED CONC. WALL EXPOSED 2 )2 x 1 0 H D R D R O P P E D . BEAM PER MFG. SPEC PARTIALLY DROPPED. 3 )1 4 " L V L F L U S H . 3) BOX BEAM GIRDER FLUSH 2)9 1/2" LVL FLUSH LINE OF CLG. HGT. CHANGE 2 )2 x 1 0 H D R D R O P P E D . 2 )9 1 /2 " L S L F L U S H 2)9 1/2" LVL FLUSH S P A N C R E T E P L A N K C O N S T R U C T I O N : 3 /4 " T &G P L Y W O O D S U B F L O O R G L U E D & S C R E W E D 2 x 1 0 J O I S T S @ 1 6 " O .C . 1 2 " S P A N C R E T E P L A N K (P E R M F G S P E C ) 2 x 4 D R O P P E D C L G . 2 " R I G I D I N S U L A T I O N B E T W E E N S T U D S 5 /8 " G Y P S U M B O A R D O N C E I L I N G 1 0 6 4 0 6 6 0 6 1 0 8107 4 0 7 5 0 7506 2 0 9208 7 0 9 S P A N C R E T E P L A N K C O N S T R U C T I O N : T I L E T E C H P A V E R S w /P E D E S T A L S E P D M R O O F I N G 3 /4 " T R E A T E D P L Y W O O D 2 x 8 S L O P E D S L E E P E R S 1 2 " S P A N C R E T E P L A N K (P E R M F G S P E C ) 2 " R I G I D I N S U L A T I O N 2 x 1 0 D R O P P E D C L G . 7 " C L O S E D C E L L S P R A Y F O A M (R -6 .5 P E R I N C H ) I N S U L A T I O N B E T W E E N S T U D S 5 /8 " G Y P S U M B O A R D O N C E I L I N G 0 98 O F F S E T 1 4 " P E R G O L A 2 )2 x 1 2 C E D A R B E A M 2x12 CEDAR CROSS B'MS 2 x 1 2 L E D G E R B O A R D 2 )I T D H 3 6 7 6 & I T D H P 5 4 7 6 3 )9 1 /2 " L S L 2 )I T D H 3 6 7 6 & I T D H P 5 4 7 6 2 )9 1 /2 " L S L 5 )I T D H 3 6 7 6 2 )2 x 1 0 H D R I S F D 9 0 8 0 O X O 3 )9 1 /2 " L V L ITDHP5476 BEAM PER MFG SPEC. ITDH3676 BEAM PER MFG SPEC. ITDH3676 BEAM PER MFG SPEC. I T D H 3 6 7 6 - 2 B E A M P E R M F G S P E C . I T D H 3 6 7 6 -2 B E A M P E R M F G S P E C . 1 3 9 . 7 6 ° ITDHP3636-2 2)2x10 HDR 2 )I T D H 3 0 6 0 2 )2 x 1 0 H D R S T O N E V E N E E R STONE VENEER ITDHP3636 2)2x10 HDR I T D H P 3 6 7 6 B E A M P E R M F G S P E C . NOTE: SITE VERIFY GRADE AND ADJUST POURED CONCRETE FOUNDATION WALLS AS NEEDED. CONSTRUCTION PLANS SHOW ESTIMATED WALL HEIGHTS FOR REAR AND LEFT ELEVATIONS M .O . 4 5 " 2x6 FLAT STUDS 2x6 FLAT STUDS 2 x 6 F L A T S T U D S 4 2 " 5 8 1 /2 " 6 1 1 /2 " F L A T C L G . M .O . 6 9 " M . O . 1 4 1 " M . O . 8 1 " SEE SECTION DETAIL 1/07 FOR FOUNDATION WALL HEIGHT SEE SECTION DETAIL 1/08 FOR FOUNDATION WALL HEIGHT107 1 0 8 1 3 1 . 6 3 ° 1 3 8 . 3 7 ° 6 0 9 N O T E : G A R A G E T .O .F I S 6 " L O W E R T H A N T H E H O U S E T .O .F . 6 ' - 0 " 7 ' - 0 " 4' - 0"7' - 0" 4 ' - 2 " 1 ' - 1 0 " 4' - 0"7' - 0"4' - 11" RAILING GRILL LOCATION 4 0 9 5 0 9 2)ITDH3676 & ITDHP5476 2)2x10 HDR I T D H 3 0 6 0 2 )2 x 1 0 H D R 2)9 1/2" LVL D R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 7 :4 4 A M 04 M a i n L e v e l R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 ATTENTION: BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: NOTE: MARVIN WINDOWS (INTEGRITY SERIES) ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) TEMPER GLAZING TEMPER Glass within 36" of stair treads W8x48 Steel Lintel for planks W 8 x 2 4 S t e e l Li n t e l f o r p l a n k s 3.55 5 8 8 7 183.9 2.4 6 Sh e a r w a l l Shearwall Shearwall 3.4 Co n n e c t i o n s 2.75 Co n n e c t i o n s PFH (3)11-7/8 LVL (3 ) 9 - 1 / 2 L V L D N 1 0 ' - 8 1 /2 " 4 ' - 9 1 /2 " 4 ' - 9 1 /2 " 1 0 ' - 8 1 /2 " 9 ' - 4 " 3 ' - 8 " 3 1 ' - 0 " 1 3 ' - 0 " 1 2 ' - 0 " 1 1 ' - 0 " 6 7 ' - 0 " 3 ' - 0 " 1 7 ' - 0 " 8 ' - 0 " 3 ' - 0 " 19' - 9"2' - 7"4' - 2"30' - 4" 13' - 0"34' - 6"22' - 4"16' - 8" 86' - 6" 8' - 4"3' - 8"3' - 1 1/2"10' - 10 1/2"8' - 0"6' - 0"6' - 0" 13' - 0"22' - 0"12' - 0"12' - 0"12' - 0"8' - 0"7' - 6" 7 ' - 0 " 7 ' - 0 " 1 1 ' - 6 " 1 4 ' - 6 " 3 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 2 6 ' - 0 " 8 ' - 0 " 2 ' - 0 " 6 5 ' - 0 " 5 ' - 6 " 8 ' - 0 " 4 ' - 0 " 4 ' - 0 " 6 " 5' - 6"5' - 6" 11' - 0" 9 " 3 " 3 " 1 8 " 8 1 / 2 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " R O O F T R U S S E S A R E C A L L E D O U T A T 2 4 " O .C . R O O F S Y S T E M D E S I G N E R V E R I F Y S P A C I N G A N D A D J U S T A S A L L O W E D B Y S P A N S C E I L I N G H E I G H T @ 9 '-1 1 /8 " U N L E S S N O T E D S E T W I N D O W H D R S @ 9 6 " F R O M U P P E R L E V E L N O T E : O P E N T O B E L O W F L A T C L G . F L A T C L G . RIDGE VAULT R I D G E V A U L T R &S S M O K E D E T . B E D R O O M #3 C A R P E T 30"x80" DOOR S D /C O W .I .C . C A R P E T S D /C O 2 8 "x 8 0 " O P 'N G 28"x80" OP'NG 16' - 9 3/4"5' - 5 1/2"5' - 5 1/2"5' - 5 1/2"6' - 0 3/4"7' - 3 1/4"8' - 3 1/2"8' - 11 1/4"9' - 9" 18' - 6"3' - 9 1/4"3' - 7"13' - 2"5' - 5 1/2"10' - 4"3' - 0"15' - 8 1/4" 4' - 3 3/4"4' - 2 3/4" 1 1 ' - 6 1 /2 " 3 ' - 1 0 1 /2 " 3 ' - 1 0 1 /2 " 7 ' - 4 " 18' - 6" 11' - 0" 6 ' - 8 1 /4 " 6 ' - 8 " 1 7 ' - 7 3 /4 " 4' - 8 1/4" 6 ' - 1 0 1 /4 " 2 ' - 4 1 /4 " 4 ' - 1 3 /4 " 4 ' - 7 1 /2 " 5 ' - 2 1 /2 " 7 ' - 9 3 /4 " 1 3 ' - 4 1 /4 " 4 ' - 7 1 /2 " 1 2 ' - 9 1 /2 " 1 6 " 1 1 ' - 5 1 /2 " 5 ' - 8 1 /4 " 5 ' - 8 " 2 ' - 8 1 /4 " 5 ' - 7 " 5 ' - 8 3 /4 " 2 2 1 /2 " 7 ' - 2 3 /4 " 7 ' - 2 3 /4 " 5' - 5 1/2"7' - 0 1/4" 3' - 10 1/2" F A N 60" VANITY 34"x60" FBRGLS SHOWER B A T H T I L E28"x80" DOOR 60" VANITY R &S W .I .C . C A R P E T 28"x80" OP'NG 2 8 "x 8 0 " O P 'N G 3 0 "x 8 0 " D O O R48"x80" DBL DR LINEN S M O K E D E T . B E D R O O M #2 C A R P E T W .I .C . C A R P E T 3 6 "x 8 0 " O P 'N G O F F I C E C A R P E T 4 8 "x 8 0 " D B L . D R . 2 8 "x 8 0 " D O O R S M O K E D E T . 4 2 "x 8 0 " O P 'N G B A T H T I L E 4 2 " V A N I T Y F A N 30"x60" FBRGLS TUB/SHWR 2 4 " L I N E N C A B . 2 8 "x 8 0 " D O O R 30"x80" DBL. PKT DR R &S R &S 48"x80" DBL. DR. 1 2 " B O X V A U L T 1 8 " 1 8 " 3 9 " 45" LINE CAB. F A N F A N 4 8 "x 7 2 " C U S T O M S H O W E R O W N E R 'S B A T H T I L E 3 6 "x 6 6 " W P T U B O W N E R 'S S U I T E C A R P E T L O F T C A R P E T A N K L E W A L L w /R A I L I N G RAILING R A I L I N G RAILING W S H R w / F L O O R D R A I N D R Y E R A T T I C A C C E S S U P P E R S F A N L A U N D R Y T I L E 3 6 "x 8 0 " O P 'N G w /4 2 "x 8 4 " B A R N D R . B .C A B I N E T S S N K HALLWAYCARPET R O O F T R U S S E S @ 2 4 " O .C . R O O F T R U S S E S @ 2 4 " O .C . R O O F T R U S S E S @ 2 4 " O .C . ROOF TRUSSES @ 24" O.C. N O T E : B A T H R O O M O V E R U N C O N D I T I O N E D S P A C E R E Q U I R E S H E A T D U C T & S E W E R P I P E S T O B E W R A P P E D & F O A M E D . H E A T D U C T & S E W E R P I P E S W I L L B E H E L D T I G H T T O S U B F L O O R & 1 8 " B L O W N I N S U L A T I O N (R -4 9 ). O W N E R 'S O U T D O O R R E T R E A T T I L E T E C H P A V E R S 1 0 6 4 0 6 6 0 6 1 0 8107 4 0 7 5 0 7506 2 0 9 2 0 8 7 0 9 SLOPED CLG. SLOPED CLG. 36"x80" DOOR 36"x96" GLS DR. 2) 2x10 HDR24"x 8 0 "G L S D R 3)ITDHP3636 2)2x10 HDR @ 84" FROM U.L. 2 )I T D H 3 6 7 6 & I T D H P 5 4 7 6 2 )2 x 1 0 H D R I T D H P 3 6 3 6 2 ) 2 X 1 0 H D R @ 1 3 ' - 7 7 / 8 " F R O M M . L . 2 )I T D H 3 0 5 2 2 )2 x 1 0 H D R @ 1 8 '-7 7 /8 " F R O M M .L . 2 )I T D H T R 3 6 2 4 2 )9 1 /2 " L S L @ 2 0 '-4 1 /8 " F R O M T .O .F . 2 )I T D H 3 6 7 6 2 )2 x 1 0 H D R ITDHP3636 2)2x10 HDR ITDH3676 2)2x10 HDR I T D H P 5 0 6 8 2 )2 x 1 0 H D R I T D H P 5 0 6 8 2 )2 x 1 0 H D R ITDH3276-2 2)2x10 HDR ITDH3676 ITDH3676 ITDHP5476 2)9 1/2" LSL 117" VANITY HALLWAYCARPET HALLWAYCARPET W A L L H E I G H T W I L L V E R Y . S E E S E C T I O N S F O R W A L L H E I G H T D E T A I L S S M O K E D E T . 2 x 6 2 x 6 P L B G W A L L 1 2 " 2 x 6 P L B G W A L L 2 x 6 P L B G W A L L 2 x 6 P L B G W A L L LINE OF FLOOR TRUSSES T U B D E C K D R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 7 :4 4 A M 05 U p p e r L e v e l R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 ATTENTION: BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: NOTE: MARVIN WINDOWS (INTEGRITY SERIES) ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) 2)9 1/2" LVL FLUSH, BUILD DORMER WALL ON TOP OF BEAM (2)9-1/2 LVL (2)9-1/2 LVL Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). TEMPER GLAZING 4 4 4 4 4 3.9 3.9 5 5 6 6 4 2.52.75 3.75 2.75 First Floor 0' - 0" Second Floor 10' - 7 7/8" Roof 19' - 9" Basement -10' - 4 3/4" T.O. Footing -10' - 8 1/4" Top of Foundation -1' - 8 1/4" First Floor Clg. 9' - 1 1/8" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL GARAGE WALLS: INSULATE WALLS 5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLS GARAGE NOTE: BATHROOM OVER UNCONDITIONED SPACE REQUIRES HEAT DUCT & SEWER PIPES TO BE WRAPPED & FOAMED. HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO SUBFLOOR & 18" BLOWN INSULATION (R-49). 24" 18" BUILD-OUT 7 1/4" 1' - 6" BUILD-OUT 7 1/4" 5' - 4 1/2"6' - 10"5' - 10 1/2" 1 2 " 1 0 ' - 9 3 /8 " 1 ' - 8 1 /4 " 9 ' - 1 1 /8 " 8 ' - 1 0 " 9 ' - 1 1 /8 " 9 ' - 1 1 /8 " 73' - 6"13' - 0" 1 8 ' - 1 1 1 /8 " 2 ' - 1 1 /2 " 1 8 ' - 5 3 /8 " 1 8 ' - 4 3 /4 " SLOPED CLG. 4 ' - 0 " 9 ' - 0 " 2 0 ' - 4 5 /8 " 2 0 ' - 4 5 /8 " 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. BEDROOM #3 BATH BEDROOM #2 W.I.C.OWNER'S BATH BOX VAULT ROOF TRUSSES PER MFG. SPEC. MUD ROOM EXERCISE ROOM SPORT COURT OWNER'S OUTDOOR RETREAT SPANCRETE PLANK CONSTRUCTION: 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED 2x10 JOISTS @ 16" O.C. 12" SPANCRETE PLANK (PER MFG SPEC) 2x4 DROPPED CLG. 2" RIGID INSULATION BETWEEN STUDS 5/8" GYPSUM BOARD ON CEILING 3/4" SUBFLOOR 2x10 JOISTS @ 16" O.C. 12" SPANCRETE PLANK (PER MFG SPEC) SPANCRETE PLANK CONSTRUCTION: TILE TECH PAVERS w/PEDESTALS EPDM ROOFING 3/4" TREATED PLYWOOD 2x8 SLOPED SLEEPERS 12" SPANCRETE PLANK (PER MFG SPEC) 2" RIGID INSULATION (R-10) 2x10 DROPPED CLG. 7" CLOSED CELL SPRAY FOAM (R-6.5 PER INCH) INSULATION BETWEEN STUDS 5/8" GYPSUM BOARD ON CEILING 3/4" TRD PLYWOOD 2x8 SLEEPERS @ 16" O.C.6" 12" 06 2 9 6 " B O N D B E A M JOIST HANGERS 3 ' - 6 " 6 " NOTE: GARAGE T.O.F IS 6" LOWER THAN THE HOUSE T.O.F. OWNER'S OUTDOOR RETREAT 3/4" TRD PLYWOOD 2x8 SLEEPERS @ 16" O.C. 12" SPANCRETE PLANK PER MFG SPEC 2x10 JOISTS @ 16" O.C. 2" RIGID INSULATION BETWEEN JOISTS (R-10) CLOSED CELL SPRAY FOAM ALL CAVITIES (R-6.5 PER INCH @ R47) TILE TECH PAVERS 2 x 1 2 1 x 1 2 2 x 4 LEDGE 6" EPDM ROOF 3 6 " 4 " 16" POURED CONCRETE WALL EXTERIOR APPLICATION: 2" RIGID INSULATION (R-10) (CERTISTUD OR EQUIVALENT PRODUCT) INTERIOR INSULATION APPLICATION: 1" RIGID INSULATION (R-5) CLOSED CELL SPRAY FOAM ENTIRE CAVITY (R-6.5 PER INCH @ R-10) 2x6 STUDS FRAMED FLAT First Floor 0' - 0" Second Floor 10' - 7 7/8" Basement -10' - 4 3/4" T.O. Footing -10' - 8 1/4" Top of Foundation -1' - 8 1/4" First Floor Clg. 9' - 1 1/8" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 6' - 0"6' - 0" 24" 24" 9 ' - 1 1 /8 " E .H . 3 3 1 3 /1 6 " 8 ' - 1 0 " 1 7 ' - 3 1 1 /1 6 " 9 ' - 0 " 3 ' - 6 " DINING ROOM WET BAR PARALLEL CHORD ROOF TRUSSES PER MFG. SPEC.18" 12" First Floor 0' - 0" Second Floor 10' - 7 7/8" Roof 19' - 9" Basement -10' - 4 3/4" T.O. Footing -10' - 8 1/4" Top of Foundation -1' - 8 1/4" First Floor Clg. 9' - 1 1/8" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 8' - 0"8' - 0"6' - 0"6' - 0"12' - 0" 3"9"11' - 0" 9 ' - 0 " 8 ' - 1 0 " 9 ' - 1 1 /8 " M A I N L E V E L T O W D W R .O . 1 7 ' - 7 7 /8 " 1 8 ' - 4 5 /8 " 1 7 ' - 3 1 1 /1 6 " M A I N L E V E L T O W D W R .O . 1 3 ' - 7 7 /8 " 7 1 /4 " M A I N L E V E L T O P O R C H C L G . 8 ' - 5 1 /2 " 8 ' - 7 1 /4 " 24" 18" 12"12" E .H . 3 3 1 3 /1 6 " GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE 3 ' - 6 " 24" PARALLEL CHORD ROOF TRUSSES PER MFG. SPEC. 18" 12" 6" 12" 14" 12"PARALLEL CHORD ROOF TRUSSES PER MFG. SPEC.PARALLEL CHORD ROOF TRUSSES PER MFG. SPEC. FRONT PORCH 18" 24" E .H . 1 4 3 /8 " DROPPED CLG. BEAM PARTIALLY DROPPED PER MFG. SPEC. 6" x 20" SOFFIT PINE T&G CLG. FOYER BATH GREAT ROOM DINING ROOM GREAT ROOM 18" G I R D E R T R U S S G I R D E R T R U S S BEAM PARTIALLY DROPPED PER MFG. SPEC. 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 15' - 6"5' - 0"5' - 0" 30" 33 1/2" E .H . 1 5 7 /8 " 1 2 7 5 /1 6 " 9 ' - 0 3 /4 " 8 ' - 7 1 /4 " 6" x 20" SOFFIT 20" ROOF TRUSSES PER MFG. SPEC. 9 ' - 0 " 8 ' - 1 0 " 9 ' - 1 1 /8 " E .H . 2 9 1 5 /1 6 " 16" 12" PANTRY mechanical ROOM FRONT PORCHPINE T&G CLG. DROPPED CLG. D R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 7 :4 6 A M 06 C r o s s S e c t i o n s R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 1/4" = 1'-0"1 Cross Section - Garage/Sport Court 3/4" = 1'-0"2 Detail - Owner's Outdoor Retreat 3/4" = 1'-0"3 Detail - Sport Court Wall Insulation 1/4" = 1'-0"6 Cross Section - Dining Room 1/4" = 1'-0"4 Cross Section - Foyer/Great Room 1/4" = 1'-0"5 Detail - Pantry/Front Porch First Floor 0' - 0" Second Floor 10' - 7 7/8" Roof 19' - 9" Basement -10' - 4 3/4" T.O. Footing -10' - 8 1/4" Top of Foundation -1' - 8 1/4" First Floor Clg. 9' - 1 1/8" Roof Peak 32' - 4 3/4" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 24" 24" 12" 24" 15' - 6"15' - 0 1/2"6' - 8 3/4"6' - 8 3/4" 3 ' - 6 " 8 ' - 1 0 " 9 ' - 1 1 /8 " 9 ' - 1 1 /8 " E .H . 1 0 1 /2 " 9 ' - 1 1 /8 " 1 8 ' - 1 1 1 /8 " 2 ' - 1 1 /2 " 2 0 ' - 4 5 /8 " E .H . 7 3 /1 6 " ROOF TRUSSES PER MFG. SPEC. 16" 12" 7" 12" 16" 12" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C.SPORT COURT BEDROOM #4 lOFT SUNROOM BATH BEDROOM #2 SPANCRETE PLANK CONSTRUCTION: 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED 2x10 JOISTS @ 16" O.C. 12" SPANCRETE PLANK (PER MFG SPEC) 2x4 DROPPED CLG. 2" RIGID INSULATION BETWEEN STUDS 5/8" GYPSUM BOARD ON CEILING 3/4" SUBFLOOR 2x10 JOISTS @ 16" O.C. 12" SPANCRETE PLANK (PER MFG SPEC) 10 8 16" 12" 16" 12" First Floor 0' - 0" Second Floor 10' - 7 7/8" Roof19' - 9" Basement -10' - 4 3/4"T.O. Footing -10' - 8 1/4" Top of Foundation -1' - 8 1/4" First Floor Clg. 9' - 1 1/8" Roof Peak 32' - 4 3/4" 3)14" LVL FLUSH 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL GARAGE WALLS: INSULATE WALLS 5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLS FLOOR OVER UNCONDITIONED SPACE INSULATION: SPRAY FOAM INSULATION R-30 MIN. 24" 12" 18' - 6"3' - 0" 8 ' - 1 0 " 9 ' - 1 1 /8 " 9 ' - 1 1 /8 " 9 ' - 0 " 2 0 1 /4 " 9 ' - 1 1 /8 " T .O .F . T O T O P P L A T E 1 0 ' - 9 3 /8 " E .H . 1 0 1 /2 " ROOF TRUSSES PER MFG. SPEC. 2)9 1/2" LVL FLUSH BEAM FLUSH PER MFG. SPEC.3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. GARAGE LAUNDRY E .H . 6 " T .O .F . T O T O P P L A T E 2 1 ' - 1 1 /4 " T .O .F . T O W D W R .O . 2 0 ' - 4 1 /8 " FALSE DORMER 14" 12" 3" 12" 6" 12" 4 ' - 0 " LOFT 08 4 8 0 " 3 ' - 6 " 6 " NOTE: GARAGE T.O.F IS 6" LOWER THAN THE HOUSE T.O.F. First Floor 0' - 0" Second Floor 10' - 7 7/8" Roof 19' - 9" Basement -10' - 4 3/4" T.O. Footing -10' - 8 1/4" Top of Foundation -1' - 8 1/4" First Floor Clg. 9' - 1 1/8" V E R I F Y H G T O N L O C A T I O N 7 ' - 6 " 9 ' - 0 " 48" 24" 14' - 6"11' - 6"11' - 6"9' - 6"10' - 0" 14' - 0"14' - 0"3' - 0" T .O .F . T O T O P P L A T E 1 0 ' - 9 3 /8 " 8 ' - 1 0 " 9 ' - 1 1 /8 " E .H . 4 1 1 1 /1 6 " 9 1/4" 9 ' - 1 1 /8 " 6 ' - 3 1 3 /1 6 " 6 ' - 1 1 1 /8 " 16" 12"16" 12" 9 ' - 1 1 /8 " E .H . 7 1 /1 6 " 2 4 " 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE WALLS: INSULATE WALLS 5/8" TYPE X GP. BD. ON ALL INTERIOR GARAGE WALLS GARAGE BEDROOM #3 NOTE: BATHROOM OVER UNCONDITIONED SPACE REQUIRES HEAT DUCT & SEWER PIPES TO BE WRAPPED & FOAMED. HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO SUBFLOOR & 18" BLOWN INSULATION (R-49). 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. 2 3 ' - 7 1 /1 6 " PARALLEL CHORD ROOF TRUSSES PER MFG. SPEC. MECHANICAL KITCHEN BATH ROOF TRUSSES PER MFG. SPEC. 2 x 1 0 T .C . E .H . 2 9 1 5 /1 6 " 3)BOX BEAM GIRDER 08 3 NOTE: GARAGE T.O.F IS 6" LOWER THAN THE HOUSE T.O.F. 2)2x12 CEDAR BEAM 2x12 CEDAR CROSS BEAMS LOW PITCH ROOF CONSTRUCTION: EPDM ROOFING 3/4" TREATED PLYWOOD 2x4 SLOPED SLEEPERS14" CROSS B'M OFFSET 2x12 LEDGER BD. 11' - 6" 8 ' - 5 1 /2 " 3 " 1 1 1 /4 " 12"1 2 5 /8 " PERGOLA 8 ' - 5 1 /2 " 1 1 1 /4 "1 1 1 /4 " 1 1 /2 "12 1/2"12 1/2" 2)2x12 CEDAR BEAM 2x12 CEDAR CROSS BEAMS LOW PITCH ROOF CONSTRUCTION: EPDM ROOFING 3/4" TREATED PLYWOOD 2x4 SLOPED SLEEPERS N O T C H 3 /4 " D R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 7 :4 7 A M 07 C r o s s S e c t i o n s R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 1/4" = 1'-0"5 Cross Section - Sun Room/Sport Court 1/4" = 1'-0"4 Cross Section - Garage/Staircase 1/4" = 1'-0"1 Cross Section - Garage/Kitchen 3/8" = 1'-0"2 Detail - Pergola Section Elevation 3/8" = 1'-0"3 Detail -Pergola Elevation 24" 1 8 3 /4 " 9 ' - 1 1 /8 " 9 ' - 1 1 /8 " 1 8 3 /4 " 8 ' - 1 0 " 4 2 " E .H . 1 0 1 /2 " 24" 16" 12" L O W E R L E V E L W I N D O W H E A D E R H E I G H T 8 ' - 0 " M A I N L E V E L W I N D O W H E A D E R H E I G H T 8 ' - 0 " U P P E R L E V E L W I N D O W H E A D E R H E I G H T 8 ' - 0 " ROOF, CEILING & EAVE CONSTRUCTION: WALL CONSTRUCTION: FOUNDATION WALL & BASEMENT SLAB CONSTRUCTION: MAIN LEVEL CONSTRUCTION: UPPER LEVEL CONSTRUCTION: ARCHITECTURAL GRADE ASPHALT SHINGLES #15FELT & ICE & WATER SHIELD (6'-0") 1/2" OSB SHEATHING w/STEEL CLIPS TRUSSES @ 24" O.C. (PER MFG. SPEC.) BAFFLES w/1" AIR SPACE 2X4 LOOKOUTS 2X8 SUB FASCIA w/ COMPOSITE STEPPED FASCIA COMPOSITE VENTED SOFFITS COMPOSITE FRIEZE BOARDS R-50 BLOWN INSULATION POLY VAPOR BARRIER 5/8" GYP. BRD. CEILING 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED 18" FLOOR TRUSSES @ 19.2" O.C. (FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS) 5/8" GYP. BRD. ON CEILING SPRAY INSULATE RIMS (R-21) SIDING PER ELEVATION HOUSE WRAP (WRAP WINDOWS PER MFG. SPEC.) 1/2" OSB SHEATHING 2X6 STUDS @16" O.C. DBL. TOP PLATE R-21 WALL INSULATION 4 MIL POLY VAPOR BARRIER 1/2" GYP. BRD. 2X6 SOLE PLATE ALL DETAILS TO CONFORM W/ ENERGY CODE 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED 18" FLOOR TRUSSES @ 19.2" O.C. (FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS) FLASHING UNDER SILLS & STOOPS TREATED 2X6 SILL PLATE w/ SEALER 1/2" ANCHOR BOLTS @ 6' O.C. & 1' FROM CORNERS 5/8" GYP. BRD. ON CEILING SPRAY INSULATE RIMS (R-21) WATERPROOFING EXTERIOR THERMAL WALL: 2" RIGID INSULATION (R-10) APPLIED TO EXTERIOR, PROVIDE FLASHING TO COVER EXPOSED INSULATION POURED CONC. WALL PER PLAN REINFORCE WALLS PER CODE AND ENGINEER'S SPECIFICATIONS 20" X 8" CONTINUOUS CONC. FOOTING UNLESS OTHERWISE NOTED 4" CONC. SLAB VAPOR/MOISTURE BARRIER PER IRC SECTION 506 EXTENDING UP THE WALL AND SEALED TO FOUNDATION WALL 4" SAND/AGGREGATE FILL IN-FLOOR HEAT PER PLAN INTERIOR & EXTERIOR 4" DIA. PERFORATED DRAIN TILE PIPED TO SUMP BASKET INTERIOR THERMAL WALL: 1" RIGID INSULATION (R-5) 2x4 STUDS @ 16" O.C. 2x4 TRD. PLATE 1/2" GYP BD. 16" 12" First Floor 0' - 0" Second Floor 10' - 7 7/8" Roof 19' - 9" Basement -10' - 4 3/4" T.O. Footing -10' - 8 1/4" Top of Foundation -1' - 8 1/4" First Floor Clg. 9' - 1 1/8" Roof Peak 32' - 4 3/4" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSES PER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL STAIRCASE CONSTRUCTION: 6'-10" MINIMUM HEADROOM (4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADS PROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE TYPICAL STAIRCASE LANDING CONSTRUCTION: 2-2x8 HEADER 3/4" PLYWOOD BACKING 2x8 JOISTS @ 16" O.C. 3/4" PLYWOOD TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 2X10 JOISTS @ 16" O.C. 36" 48" 12" 24" 1' - 6"10' - 0"15' - 6"13' - 6"13' - 6" V E R I F Y H G T O N L O C A T I O N 1 2 ' - 6 " 8 ' - 1 0 " 9 ' - 1 1 /8 " 9 ' - 1 1 /8 " E .H . 2 1 3 /1 6 " 9 ' - 1 1 /8 " 2 3 ' - 7 1 /1 6 " 1 7 ' - 7 7 /8 " 1 8 ' - 4 5 /8 " M A I N L E V E L T O W D W R .O . 1 8 ' - 7 7 /8 " 5 ' - 3 1 5 /1 6 " 5 ' - 3 1 5 /1 6 " 5 ' - 2 3 /8 " 5 ' - 2 3 /8 " 1 8 R I S E R S 1 0 ' - 7 7 /8 " 1 8 R I S E R S 1 0 ' - 4 3 /4 " 11" 7 1 /8 " 11" 6 1 5 /1 6 " 24" 3 ' - 6 " ROOF TRUSSES PER MFG. SPEC. PARALLEL CHORD ROOF TRUSSES PER MFG. SPEC. 16" 12" 16" 12" 7" 12" 16" 12" 16" 12" 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR 18" FLOOR TRUSSES @ 19.2" O.C. 11' - 4" EXERCISE ROOM mUD ROOM BEDROOM #2 HALF- BATH fAMILY ROOM GREAT ROOM 3' - 11" 3' - 11" E .H . 6 1 /1 6 " MUD ROOM BENCH 08 5 HVAC DROPPED CLG. 86" 1 2 " 2)9 1/2" LVL FLUSH BEAM FLUSH PER MFG SPEC. E .H . 2 9 1 5 /1 6 " E .H . 7 1 /1 6 " OV'HG 24" 13 1/16"21 15/16"26 1/2"10 9/16" 1 4 1 /1 6 " 1 9 1 5 /1 6 " 9 3 /4 " 3 9 /1 6 " 3.5:12 5.5:12 9:12 16" 12" 3 ' - 1 1 3 /8 " 6' - 0" 127 5/16" RADUIS PARALLEL CHORD ROOF TRUSSES PER MFG. SPEC. FALSE DORMER 1 0 1 3 /1 6 " 1 5 7 /1 6 " 1 4 3 /4 " 4 1 1 /1 6 " OV'HG 12"22 13/16"31 1/2"18 15/16" 85 3/16" 4 :1 2 240" RADUIS 14" 12" 6 :1 2 9 .5 :1 2 E .H . 6 " ROOF TRUSSES PER MFG. SPEC. 1 4 1 5 /1 6 " 1 7 5 /8 " 7 9 /1 6 " 4 0 1 /8 " OV'HG 12" 29 1/16"37 13/16"20 9/16" 87 1/2" E .H . 6 1 /1 6 " ROOF TRUSSES PER MFG. SPEC. 240" RADUIS 8:12 5.5:12 3:12 16" 12" 16" 12" D R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 7 :4 8 A M 08 C r o s s S e c t i o n s R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 1/2" = 1'-0"2 Detail - Typical Wall Section 1/4" = 1'-0"1 Cross Section - Staircase/Great Room 3/4" = 1'-0"3 Detail - Foyer - Curved Roof 3/4" = 1'-0"4 Detail - Garage - Curved Roof 3/4" = 1'-0"5 Detail - Great Room - Curved Roof ENGINEERING ROOF TRUSSES PER MFG. SPEC. MANUFACTURE WILL PROVIDE ALL ENGINEERING DRAWING AND SPECIFICS OVERHANG DIMENSIONS ARE TO FACE OF FRAMING ICE AND WATER ALL ADJOINING ROOFS NOTE: RIDGE VENT SADDLE LOW SLOPE ROOFING DISCLOSURE: CLIMATE CONDITIONS IN MN CAN MAKE LOW SLOPE ROOFING CONDITIONS CHALLENGING FOR TYPICAL ASPHALT SHINGLES APPLICATIONS. THE DESIGNER OF THIS HOME DOES NOT RECOMMEND USING ASPHALT SHINGLES FOR ROOF SLOPES WITH LESS THAN 4/12 PITCH. STANDING SEAM METAL ROOFS DESIGNED FOR LOW SLOPE APPLICATIONS WOULD BE PREFERRED. IF THE CLIENT CHOOSES TO USE ASPHALT SHINGLES, PLEASE FOLLOW THE MN DEPARTMENT OF LABOR AND INDUSTRY GUIDELINES FOR LOW SLOPE ASPHALT SHINGLES ROOF APPLICATIONS: WWW.DLI.MN.GOV/CCLD/PDF/EDU_ROOFING.PDF SPECIAL UNDERLAYMENT TECHNIQUES, FLASHING, ETC. WILL BE REQUIRED DESIGNER OF THE HOME DOES NOT MAKE ANY GUARANTEE FOR THE PERFORMANCE OF LOW SLOPE ASPHALT SHINGLES ROOF IN THE STATE OF MN. 12" 24" 1 2 " 1 8 " 12" 24" 1 2 " 1 8 " 2 4 " 24" 1 8 " 2 4 " 24" 1 2 " 1 2 " 12" 18" 2 4 " 2 4 " 18"24" 30" 1 8 " 9 6 " 12"12" 1 2 " 1 2 " 36" 48" 1 8 " 2 4 " 1 8 " 60"60"84"84" 2 0 ' - 6 " 1 8 ' - 6 " 2 3 ' - 4 " R I D G E V E N T R I D G E V E N T TECH TILE PAVERS & EPDM ROOF EPDM ROOF1/4:12 SLOPE 1/4:12 SLOPE 7" / 12" 7" / 12" 1 6 :1 2 S L O P E 1 6 :1 2 S L O P E 3 " / 1 2 " 7" / 12" 16" / 12" 16" / 12" 1 4 " / 1 2 " 1 4 " / 1 2 " 16" / 12" 16" / 12" 6 " / 1 2 "16" / 12" CURVED ROOF C U R V E D R O O F CURVED ROOF C U R V E D R O O F 1 6 " / 1 2 " 16" / 12" C U R V E D R O O F 1 8 " / 1 2 " 1 8 " / 1 2 " 6 " / 1 2 " 240" RADIUS 2 4 0 " R A D I U S 1 2 7 5 /8 " R A D I U S SADDLE 4" / 12"4" / 12" First Floor 0' - 0" Second Floor 10' - 7 7/8" Roof 19' - 9" Basement -10' - 4 3/4" T.O. Footing -10' - 8 1/4" Top of Foundation -1' - 8 1/4" First Floor Clg. 9' - 1 1/8" Roof Peak 32' - 4 3/4" ROOF TRUSSES PER MFG. SPEC. TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 12" 24" 15' - 6"15' - 6" 1 8 ' - 1 1 1 /8 " 1 8 ' - 4 3 /4 " 9 ' - 1 1 /8 " 2 0 ' - 4 5 /8 " 16" 12" 7" 12" SPANCRETE PLANK CONSTRUCTION: 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED 2x10 JOISTS @ 16" O.C. 12" SPANCRETE PLANK (PER MFG SPEC) 2x4 DROPPED CLG. 2" RIGID INSULATION BETWEEN STUDS 5/8" GYPSUM BOARD ON CEILING E .H . 7 3 /1 6 " 3/4" SUBFLOOR 2x10 JOISTS @ 16" O.C. 12" SPANCRETE PLANK (PER MFG SPEC) OWNER'S SUITE OWNER'S BATH SPORT COURT 06 3 2 5 1 /2 " 3 ' - 6 " 6 ' - 6 " 5 1 /2 " 7 1 /4 " 6 3 1 /2 " 7 1 /4 " 6" 12" E .H . 1 4 3 /8 " MAIN LEVEL 2 3 " P O R C H S L A B T O P O R C H C L G . 9 ' - 0 3 /4 " M A I N L E V E L T O P O R C H C L G . 8 ' - 5 1 /2 " 24" 19" FINISHED 19" FRAMING 13 1/2" 2' - 3" SOFFIT 20" FINISHED 17 1/2" HAND FRAME DOWN CLG. ROOF TRUSSES PER MFG. SPEC. 7 1 /4 " OV'HG 24" 6 x 6 S T R U C T U R A L P O S T 2 1/4" STONE CAP COLUMN FRAMING 13 1/2" C O U L M N F I N I S H 1 7 1 /2 " B A S E F I N I S H 2 4 " BASE FRAMING 19" 2 1 /4 " S T O N E C A P 2 7 " 2x4 6x6 POST COLUMN CONSTRUCTION: 2X8 TOP COLLAR 2X8 BOTTOM BASE 3/4" COMPOSITE WRAP 3/4" COMPOSITE CORNERS 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 6X6 TRD. STRUCTURAL POST COLUMN BASE: 2-1/4" STONE CAP CULTURED STONE GROUT JOINTS 1/2" TRD. PLYWOOD 2X4 FRAMED BOX 6X6 TRD. STRUCTURAL POST 2 x 4 3 09 3" MIN. ABS OR PVC OR EQUIVALENT GAS TIGHT PIPE SEAL ALL JOINTS BETWEEN SLAB AND FOUNDATION WALL 4" PERFORATED DRAIN TILE W/FILTER FABRIC 8"X16" ROCK TRENCH SEALED SUMP BASKET MIN 6 MIL OR 3 MIL CROSS LAMINATED POLY SHALL BE LAPPED 12" AND PLACED BELOW THE SLAB AND ON TOP OF 4" MIN. SAND GAS PERMEABLE LAYER INSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOOR AND IN ACCESSIBLE ATTICS ALL CONTROL JOINTS, ISOLATION JOINTS CONSTRUCTION JOINTS AND ANY OTHER JOINTS IN CONCRETE SLABS SHALL BE SEALED WITH CAULK OR SEALANT SEAL ALL FLOOR OPENINGS ALL PIPE JOINTS AND FITTINGS TO BE GLUED OR TRANSITION COUPLINGS PROVIDE SPACE FOR FUTURE INSTALLATION OF A FAN *MIN. 24' DIAMETER CENTERED ON THE AXIS OR THE VENT STACK *MIN. VERTICAL DISTANCE 36" INSTALL LIVE OUTLET IN ATTIC WHERE FUTURE FAN MAY BE INSTALLED R-4 MIN. INSULATION AROUND PIPE IN UNCONDITIONED SPACES 9 ' - 6 " 9 ' - 0 " GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN. 42" BELOW GRADE TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 2X12 JOISTS @ 16" O.C. OUTDOOR STORAGE UNDERDECKING 1 0 ' - 4 3 /4 " 3 ' - 6 " 11' - 0" 1 2 " 9 1 /4 " 6" 12" 1 ' - 1 0 " 8 ' - 6 3 /4 " 1 0 ' - 4 3 /4 " 11" 7 5 /1 6 " 2X10 JOISTS 4' - 0"11' - 11" RAILING UNDER STAIR DRAINAGE ROOF: METAL ROOFING ICE & WATER SHIELD 1/2" TRD. PLYWOOD 2X10 JOISTS @ 16" O.C. 3 ' - 6 " 12" / 12" SADDLE OUTDOOR STORAGE DECK TYPICAL STAIRCASE CONSTRUCTION: 6'-10" MINIMUM HEADROOM (4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADS PROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE TYPICAL STAIRCASE LANDING CONSTRUCTION: 2-2x8 HEADER 3/4" PLYWOOD BACKING 2x8 JOISTS @ 16" O.C. 3/4" PLYWOOD 7' - 0"1' - 10"4' - 2" 8 ' - 6 3 /4 " 1 ' - 1 0 " 1 0 ' - 4 3 /4 " 3 ' - 6 " BEAMS PER MFG. SPEC. 6 ' - 6 " 12" / 12" SADDLE UNDER STAIR DRAINAGE ROOF: METAL ROOFING ICE & WATER SHIELD 1/2" TRD. PLYWOOD 2X10 JOISTS @ 16" O.C. OUTDOOR STORAGE TYPICAL STAIRCASE CONSTRUCTION: 6'-10" MINIMUM HEADROOM (4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADS PROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE TYPICAL STAIRCASE LANDING CONSTRUCTION: 2-2x8 HEADER 3/4" PLYWOOD BACKING 2x8 JOISTS @ 16" O.C. 3/4" PLYWOOD D R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 7 :4 9 A M 09 C r o s s S e c t i o n s R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 1/8" = 1'-0"1 Roof Plan 1/4" = 1'-0"2 Detail - Sport Court 3/4" = 1'-0"3 Detail - Front Porch Column Section 1 1/2" = 1'-0"8 Detail - Front Porch Column Plan View 1/4" = 1'-0"7 Detail - Passive Radon System 1/4" = 1'-0"6 Detail - Outdoor Storage 1/4" = 1'-0"4 Detail - Deck Stairs 1 1/4" = 1'-0"5 Detail - Deck Stairs 2 5" x 5" CROWN 4" TRIM BOARD 42" REFRIG PANELED WALL 51"48"27" 9 ' - 3 1 /8 " 7 5 1 /8 " 3 6 " 42"36"42" 7 5 1 /8 " 3 6 " 1 2 " 1 5 " 1 8 " 3 0 " 1 0 9 1 /8 " 5" x 5" CROWN 4" TRIM BOARD HOOD VENT 36" RANGE 3" SHELVES 1 2 " 4 1/2"27"27"27"27"4 1/2" 3 6 " 12"27"39"27"12 1/2" 3 6 "DISHWASHER TRASH BIN 1 0 9 1 /8 " 2 8 1 /2 " 8 0 5 /8 " 1 9 " 72"61" 5 0 1 /2 " 5 8 5 /8 " 6" WOOD MANTEL ST-550 36" GAS FIREPLACE PER MFG. SPECS. 5" x 5" CROWN 3" x 3" CROWN 1 0 6 " 2 8 1 /2 " 7 7 1 /2 " 3 2 1 /2 " 6 0 " 4 6 " 6" FLOATING WOOD MANTEL6" 1 2 " 2" STONE VENEER 64"15"30"15" ST-550 36" GAS FIREPLACE PER MFG. SPECS. RAISED HEARTH 5" x 5" CROWN 8 ' - 1 0 " 3"27"38 1/2"27"3" 1 8 " 3 6 " 1 2 " 1 2 " 7 " 1 2 " U.C. REFRIG 3" FLOATING SHELVES DROPPED SOFFIT FOR RECESSED LIGHTS 2" STONE VENEER ROOF TRUSSES PER MFG. SPEC. OV'HG 24" E .H . 1 0 1 /2 " 16" 12" 3 " 1 3 " 9 3 3 /1 6 " 1 0 9 1 /4 " 14 3/16"17 7/8"72 11/16" 104 3/4" 60 1/16" RADUIS 2.5 :1 2 8 .5 :1 2 D R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 7 :5 0 A M 10 I n t e r i o r E l e v a t i o n s R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 1/2" = 1'-0"1 Elevation - Kitchen - Refrigerator 1/2" = 1'-0"2 Elevation - Kitchen - Range 1/2" = 1'-0"3 Elevation - Kitcen Island - Rear 1/2" = 1'-0"4 Elevation - Kitchen Island - Front 1/2" = 1'-0"5 Elevation - M.L. Fireplace 1/2" = 1'-0"6 Elevation - L.L. Fireplace 1/2" = 1'-0"7 Elevation - L.L. Wet Bar NOTE: ALL ELEVATION ARE SHOWN FOR ILLUSTRATION PURPOSE ONLY. PLEASE VERIFY ALL INTERIOR SELECTIONS AND DESIGN WITH THE INTERIOR DESIGNER, HOMEOWNER AND CONTRACTOR. 1/2" = 1'-0"8 Detail - Loft - Curved Roof UP UP DN UP DN DN DN 1279 SF Lower Level 237 SF Mech 1208 SF Sport Court 797 SF Lower Level Patio 158 SF OUTDOOR STOR. 791 SF Garage 1543 SF Main Level 124 SF Front Porch 83 SF Grill Deck 66 SF Deck Open To Sport Court Below 878 SF Open To Below 287 SF Upper Level Patio 2050 SF Upper Level 91 SF Staircase 41 1/2" RADIUS 10" 3 1 /2 " 3 3 /4 " 3 4 1 /4 " 3 " 3 1 /2 " 1 1 /2 " 8" 30" 4 8 " 7 1 /4 " 3 1 /2 " 7 1/4" 3 1/2"3 1 /2 " 3 " 6 1 /2 " 3 4 1 /4 " 3 2 3 /4 " 1 1 /2 " 3"3 1/2" 1 1/2" 16 1/4"6 1/2" 3 1/2" 3 3/16" 5 1/2" CUSTOM structural garage BRACKET SIDE VIEW FRONT VIEW 22" 3 6 " 3 6 "4" 6" 5 1 /2 " 3 1 /2 " 3 1 /2 " 3 " 5 1/2" 3 1/2" 3 1 /2 " 2 " 2 4 " 3 " 3 1 /2 " 2 2 1 /2 " 1 1 /2 " 6 1 /2 " 2 4 " 3 1/2"1" 1 1/2" 3 1 /2 "1 1 /2 " 3 7 /8 " 3 1 3 /1 6 " 27" RADIUS 10 1/2" CUSTOM gable BRACKEt SIDE VIEW FRONT VIEW 7 1/4" 7 1 /4 " 6" 3 3 /4 " 3 1 /2 " 7 1 /4 " SIDE VIEW:FRONT VIEW: CUSTOM CORBEL 3 1/2" 3 1 /2 " 3 3/4" D R A W N B Y D E S C R I P T I O N P R O J E C T # P R O J E C T I S S U E R E -I S S U E B U I L D E R 1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2 L A K E V I L L E , M N 5 5 0 4 4 T E L : 9 5 2 .4 2 8 .8 2 0 0 E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m D A V I D C H A R L E Z D E S I G N S a Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown. 9 /2 7 /2 0 1 8 1 1 :2 7 :5 1 A M 11 S q u a r e F o o t a g e C a l c u l a t i o n s R M C -F l i e h e R e s i d e n c e -C D - R E V 1 -S M F l i e h e R e s i d e n c e R o b e r t M c N e a r n e y C u s t o m H o m e s 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 0 6 .1 8 .2 0 1 8 S M L a k e M a r i o n 1 9 9 t h S t r e e t W e s t L a k e v i l l e , M N 5 5 0 4 4 LOWER LEVEL: MAIN LEVEL: UPPER LEVEL: FINISHED TOTAL: SQUARE FOOTAGE CALCULATIONS 1279 SQ. FT. LOWER LEVEL 1208 SQ. FT. SPORT COURT 237 SQ. FT. MECHANICAL ROOM 158 SQ. FT. OUTDOOR STORAGE 797 SQ. FT. L.L PATIO 1543 SQ. FT. MAIN LEVEL 791 SQ. FT. GARAGE 134 SQ. FT. M.L. PATIO 66 SQ. FT. DECK 83 SQ. FT. GRILL DECK 124 SQ. FT. FRONT PORCH 2050 SQ. FT. UPPER LEVEL 287 SQ. FT. U.L. PATIO 91 SQ. FT. STAIRCASE 878 SQ. FT. OPEN TO BELOW 4872 SQ. FT. FINISHED TOTAL (DOES NOT INCLUDE SPORT COURT) GENERAL NOTES 1. ALL EXTERIOR WALLS TO BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C. 2. ALL INTERIOR WALLS TO BE CONSTRUCTED OF 2x4 STUDS @ 16" O.C. (UNLESS OTHERWISE NOTED) 3. WALLS ADJACENT TO GARAGE SPACE SHALL BE 2x6 WITH A 1 HR. FIRE RATING 4. STRUCTURAL WALLS TO HAVE A FIRE RATING OF 1 HR. 5. ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF STUD 6. PROVIDE ROOF VENTILATION 1 SQ.FT. PER 300 SQ.FT. OF ROOF AREA. 50% AT RIDGE AND 50% AT SOFFIT-MIN 7.ALL INTERIOR DOOR HEAD HEIGHT TO BE VERIFIED BY BUILER UNLESS OTHERWISE NOTED. UNDERCUT MIN 1" 8. ALL STRUCTURAL MEMBERS TO BE VERIFIED BY MANF. AND A STRUCTURAL ENGINEER. 9. ALL WINDOW UNITS ABOVE TUB DECK AND/OR WITHIN 18" OF THE FLOOR AND/OR 24" OF A DOORWAY SHALL BE TEMPERED GLASS 10. PROVIDE AN APPROVED ICE AND WATER ROOFING STARTER EDGE PER CODE OR EQUIVALENT 11. WRAP ALL CANTILEVERS WITH AN APPROVED POLY AND SPRAY FOAM FLOOR 12. SLOPE FINISHED GRADE AWAY FROM THE HOUSE ON ALL SIDES 13. 1/2" AIR SPACE ON EACH SIDE OF MICRO-LAM BEAM & MIN 3" BEARING ON CONCRETE 14. EXTERIOR RAILING TO BE MIN OF 36" HIGH AND BUILT AS TO NOT ALLOW A 4" SPHERE TO PASS THROUGH 15. ALL COMPONENTS TO BE INSTALLED TO MANF. SPEC OR LOCAL CODE 16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE TREATED OR WOOD SPECIES THAT HAS A NATURAL RESISTANCE TO DECAY 17. PROVIDE A WATER RESISTIVE GYP BOARD AROUND ALL SHOWERS AND TUBS 18. LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EXTERIOR VAPOR BARRIER SHALL BE OF THE AIR SEALED TYPE OR BE BOXED AND SEALED PER CODE 19. PROVIDE DRAFT STOPS PER UBC 708.3 20. FIRE BLOCK ALL CHASES AT EACH FLOOR-CEILING ASSEMBLY OR AT 10' MAX INTERVALS 21. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP PER CODE 22. MAINTAIN A 6" SEPARATION BETWEEN GRADE AND WOOD 23. CAULK AND FLASH AROUND ALL EXTERIOR OPENINGS 24. PLUMBING PENETRATIONS IN WALL ASSEMBLY SHALL BE FIRE CAULKED WITH LISTED MATERIALS 25. BLOCK PATIO DOORS WITHOUT A DECK 26. SMOKE DETECTORS SHALL BE MIN 16" AWAY FROM WALL AND INSTALL TO MANF. SPEC 27. NO OPENING IN ROOF WITHIN 5' OF PROPERTY LINES 28. 10% OF THE FLOOR AREA IS REQUIRED FOR LIGHT AND VENTILATION IN ALL HABITABLE ROOMS 29. ON EXTERIOR, GRIPPABLE HANDRAILS 34" TO 36" IN HEIGHT FROM THE NOSE OF THE STAIRS 30. COMBUSTION AIR DUCTS 12" OFF THE FLOOR OR RETURN AIR PLENUM WHEN REQUIRED (IMC703) 31. PROVIDE PLUMBING ACCESS AT ALL TUBS EXCEPT WHEN TRAPS & OVERFLOW GLUED 32. PROVIDE 50 cfm OR 20 cfm CONTINUOUS VENTILATION OR OPERABLE WINDOW (ASHRAE 62-2001 6.1) 33. DRYER VENT TO THE EXTERIOR- INSULATE LAST 3 FEET MIN 36" CLEARANCE TO OTHER OPENINGS: (IMC504.4, 401.52 AND 604.1) 34. CERAMIC TILE TO BE APPLIED OVER GREEN BOARD, CEMENT BOARD, WONDER BOARD OR OTHER APPROVED MATERIAL TO A HEIGHT OF 70" ABOVE DRAIN INLET IN SHOWERS. CEMENT BOARD MUST BE USED ON EXTERIOR WALLS UNDERNEATH TILE AND OVER THE VAPOR BARRIER (R307) 35. TRUSS PLANS STAMPED AND APPROVED BY MANF. SHALL BE ON THE JOB SITE. ALTERATIONS TO TRUSSES REQUIRE AN ENGINEER'S APPROVAL 36. RAFTERS SHALL BE FRAMED TO MIN 1" THICK RIDGE BOARD NOT LESS THAN THE DEPTH OF THE CUT END OF THE RAFTERS OR NAILED TO EACH OTHER WITH A GUSSET PLATE A TIE. THE RIDGE BOARD MUST BE SUPPORTED ON END WALL OR MIN 2x4 COLLAR TIES ARE REQUIRED AT MIN 4" O.C. 37. 4-MIL VAPOR BARRIER ON WARM IN WINTER SIDE OF EXTERIOR WALLS AND CEILING. FIRE RETARDANT VAPOR BARRIER MAY BE LEFT UNCOVERED 38. WIND-WASH AT AL EAVES, CORNERS, OVERHANGS, AND BY WINDOWS. SHEATHING INSULATION DAM @ CEILING CHANGES 39. WEATHER-RESISTIVE BARRIER-i.e. BUILDING WRAP TABLE R703.4 40. HOT WATER PIPING LOCATED OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED TO AT LEAST R-3 41. ATTIC ACCESS DOORS FROM CONDITIONED TO UNCONDITIONED SPACES SHALL BE WEATHERED-STRIPPED AND INSULATED. 42. NEW WOOD-BURNING FIREPLACES WILL HAVE TIGHT-FITTING FLUE DAMPERS AND OUTDOOR COMBUSTION AIR. 43. FOR WINDOWS WHERE THE LOWEST PART OF THE WINDOW OPENING IS MORE THAN 6' ABOVE THE GROUND, THE LOWEST PART OF OPENING SHALL BE MIN. OF 36" ABOVE THE FINISHED FLOOR. EXCEPTIONS INCLUDE WINDOWS THAT DO NOT OPEN MORE THAN 4", WINDOWS WITH FALL PROTECTION, AND WINDOWS THAT HAVE OPENING CONTROL DEVICES. 44. DWELLINGS WITH ATTACHED GARAGES OR FUEL FIRED EQUIPMENT MUST BE EQUIPPED WITH CARBON MONOXIDE ALARMS OUTSIDE OF, BUT NO FURTHER THAN 10' FROM , EACH SLEEPING AREA OR BEDROOM. 45. FOOTINGS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 psi. 46. A MIN. 1/2" GYPSUM BOARD MEMBRANE, OR 5/8" WOOD STRUCTURAL PANEL MEMBRANE, SHALL BE PROVIDED ON THE UNDERSIDE OF FLOOR ASSEMBLIES. EXCEPTIONS A.DWELLINGS EQUIPPED WITH SPRINKLER SYSTEM. B.CRAWLSPACES C.PORTIONS OF FLOOR ASSEMBLIES WITH PROPORTIONALLY SMALL AREA. D. FLOOR ASSEMBLIES CONSTRUCTED OF SOLID SAWN LUMBER OR STRUCTURAL COMPOSITE LUMBER WITH MIN. NOMINAL DIMENSIONS OF 2"x10". 47. DECKS SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS. 48. FLASHING WITH A MIN. 3 1/2" VERTICAL ATTACHMENT FLANGE IS REQUIRED AT THE INTERSECTION OF THE FOUNDATION AND RIM JOIST FRAMING WHEN THE EXTERIOR WALL COVERING DOES NOT LAP THE FOUNDATION INSULATION. THE FLASHING MUST EXTEND A MIN. OF 1" BELOW THE FOUNDATION PLATE LINE, AND THE REQUIRED WATER-RESISTIVE BARRIER MUST LAP OVER THE ATTACHMENT FLANGE. 49. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS 1" = 10'-0"1 Basement 1" = 10'-0"2 First Floor 1" = 10'-0"3 Second Floor 1" = 1'-0"4 Detail - Structural Garage Bracket 1" = 1'-0"5 Detail - Gable Bracket 1 1/2" = 1'-0"6 Detail - Corbel W A L L S E C T I O N 3 S 1 R E T A I N I N G W A L L T Y P E G A R A G E F O U N D A T I O N W A L L # 4 H O R I Z . B A R S @ 2 4 " O . C . 8 " M I N . C . I . P . C O N C R E T E W A L L 1 2 " 3'-0" 2 " T O V E R T . B A R S & H O O K S S L O P E G R A D E A W A Y F R O M F O U N D A T I O N 5'-0" MAX. 6 " M I N . S L A B - O N - G R A D E 1 2 " Ø x 1 0 " L O N G A N C H O R B O L T S ( 7 " M I N . E M B E D ) @ 7 2 " O . C . M A X . O R E Q U I V . F R A M E W A L L A B O V E 4 ' - 0 " H O O K S O P T I O N S : # 4 A T 1 8 " O . C . # 6 A T 3 6 " O . C . # 6 V E R T . B A R S @ 3 6 " O . C . T H I C K E N W A L L T O 1 0 " B E L O W S L A B F O R O P T I O N A L S L A B L E D G E 2 4 " W I D E x 8 " D E E P M I N . C O N C R E T E S T R I P F O O T I N G C E N T E R E D O N W A L L 3" # 4 H O R I Z . B A R S @ 2 4 " O . C . 1 0 " M I N . C . I . P . C O N C R E T E W A L L S L A B - O N - G R A D E 2 " V E R T . B A R O P T I O N S : # 5 B A R S @ 1 8 " O . C . O R # 6 B A R S @ 2 4 " O . C . W A L L S E C T I O N T A L L S I D E F U L L H E I G H T F O U N D A T I O N W A L L 2 S 1 S L O P E G R A D E A W A Y F R O M F O U N D A T I O N 6 " M I N . # 4 B A R S @ E N D & B E N D O F H O O K 1 0 " T H I C K C . I . P . C O N C R E T E F O O T I N G 6 ' - 0 " H O O K O P T I O N S # 5 @ 1 8 " O . C . # 6 @ 2 4 " O . C . 2 ' - 0 " 4'-0" 2 " 1 ' - 0 " 3 ' - 6 " 3" L I N E O F G R A N U L A R B A C K F I L L R E Q U I R E M E N T S 1 2 T R U S S E S B Y S U P P L I E R @ 1 9 . 2 " O . C . M A X . 2 x 4 T R E A T E D L E D G E R w / 1 4 " Ø x 3 1 2 " C O N C R E T E S C R E W S @ 1 6 " O . C . 2 x 4 B L O C K I N G I N F I R S T T W O T R U S S S P A C E S "        1  %  - F A S T E N T O F L O O R S H E A T H I N G w / N A I L I N G P A T T E R N N O T E D A L O N G w / S U B F L O O R A D H E S I V E ( 1 2 ) 0 . 1 3 1 " Ø x 3 " N A I L S T H R U S H E A T H I N G T O B L O C K I N G 14'-0"± 1 0 0 % G R A N U L A R O R G R A V E L B A C K F I L L w / 6 " C L A Y C A P 1 2 " Ø x 1 0 " L O N G A N C H O R B O L T S ( 7 " M I N . E M B E D ) @ 7 2 " O . C . M A X . O R E Q U I V . F R A M E W A L L A B O V E O P T I O N T O R E D U C E S T E M T O 6 " A B O V E T O P O F T R U S S E S ( 3 ' - 6 " M A X . H E I G H T ) - I F R E D U C E D , S H I F T H O R I Z O N T A L S I N T O S T E M , C U T O F F V E R T I C A L S A T T O P O F 1 0 " W A L L P O R T I O N , A N D I N S T A L L # 4 x 5 ' - 0 " D O W E L S I N T O S T E M @ 1 8 " O . C . 5%12'DESIGN AND DETAIL OF THE FOUNDATION WALLS AND STEEL LINTEL SUPPORTING PRECAST PLANK, HOUSE ANDGARAGE FOUNDATION WALLS WITH HIGH GRADE, THE MAIN WINDFORCE RESISTING SYSTEM FRAMING, ANDWOOD HEADERS SPECIFICALLY NOTED ON PLAN FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE INACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.)'0'4#.016'51.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY DAVID CHARLEZDESIGNS LAST DATED 9-27-18 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. THEDESIGN OF THE REMAINING HOME, INCLUDING ALL BEAM AND HEADER SIZES IS BY OTHERS.3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITHWORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.(170&#6+10016'51.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARETO 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" OFEACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARS FORALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SYSTEMAT TOP AND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING.5.PRECAST PLANK IS TO BE IN PLACE, DOWELED, AND GROUTED PRIOR TO BACKFILLING OF WALLS. GARAGEWALLS ARE TO BE LATERALLY SUPPORTED BY SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING.6.PRECAST MANUFACTURER IS TO DESIGN PLANK FOR SELFWEIGHT & TOPPING DEAD LOAD PLUS WORST CASELIVE LOAD OF 50 PSF UNIFORM OR A 2000 POUND CONCENTRATED LOAD. MANUFACTURER IS TO NOTIFYENGINEER IF PLANK SPAN OR DEPTH VARIES FROM THAT SHOWN ON PLANS.7.CONTROL JOINT LAYOUT IS THE RESPONSIBILITY OF THE CONTRACTOR.8.RETAINING WALL TYPE FOUNDATIONS RELY ON THE SLAB-ON-GRADE FLOOR FOR LATERAL SUPPORT. SLAB ISTO BE IN PLACE PRIOR TO BACKFILLING, OR ADEQUATE TEMPORARY LATERAL BRACING IS TO BE INSTALLED.BULKHEAD STEP FOOTINGS, DO NOT JUMP FOOTINGS AT THESE LOCATIONS.9.SITE ELEMENTS INCLUDING RETAINING WALLS ARE NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS.10.PROPERTY BOUNDARIES, GRADING, EXCAVATION, OVERALL SLOPE STABILITY, AND TEMPORARY SOILSHORING MEASURES ARE BY OTHERS.(4#/+0)016'51.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 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.2.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. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8dTOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C.AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16dNAILS IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING NOT SHOWN IN THIS DOCUMENT IS TO BE DESIGNED BY THE SUPPLIER.8.THE COVERED ENTRY PORCH IS CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THESTRUCTURE AND IS EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODEREQUIRED UPLIFT CONNECTIONS AT ALL POSTS.COPYRIGHT HANSON GROUP, LLC 2018© A u g u s t 3 0 , 2 0 1 8 P r o j e c t N u m b e r : D a t e : 8 . 5 4 3 S 1 1 S h e e t s : o f 3 P L A N S S H O W N L I G H T I N B A C K G R O U N D A R E F O R L O C A T I O N R E F E R E N C E O N L Y . P L A N N O T E S A N D E L E M E N T S S H O W N L I G H T M A Y N O T N E C E S S A R I L Y S U P P O R T T H E H A N S O N G R O U P ' S D E S I G N . 4 Q D G T V  / E 0 G C T P G [ % W U V Q O  * Q O G U 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 D e s c r i p t i o n D a t e R e v i s i o n ( N K G J G  4 G U K F G P E G L a k e M a r i o n 1 9 9 t h S t r e e t W L a k e v i l l e , M N 3 4 0 7 K i l m e r L a n e N o r t h S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 6 G N 6 1 2 - 7 0 8 - 3 5 7 2 Y Y Y  J C P U Q P I T Q W R O P  E Q O P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : R y a n M a c k 1 0 - 1 6 - 1 8 4 6 6 7 3 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)EXTERIOR BEARING WALLEXTERIOR NON-BEARING WALL ROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHINTERIOR BEARING WALLINTERIOR NON-BEARING WALL PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE, TOJOISTS/TRUSSES/BLOCKING ABOVE, AND TO JOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOTNECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSS TOTOP PLATE w/ (3) 8dTOENAILS NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACH NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANEL FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END (4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILS SIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSES FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL (4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH END FLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION (ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILS NAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(UPPER LEVELTRUSS BEARINGWALLS ONLY)REPRESENTSFIGURER602.10.8.2(3)/#6'4+#.5CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 D A Y S (OR 3,500 PSI WITH A N A P P R O V E D ADMIXTURE THAT P R O V I D E S A W A T E R AND VAPOR RESIS T A N C E A T L E A S T EQUIVALENT TO 5, 0 0 0 P S I C O N C R E T E ) CONCRETE WALLS: F'c = 3,500 PSI @ 28 D A Y S REINFORCING STEEL: ASTM A615 GRADE 6 0 AGGREGATE: FOOTINGS - 112" MA X WALLS/SLABS- 34" M A X ON-SITE SOIL:SANDY CLAY (GRO U P I I A S S U M E D ) : geq = 45 PSF/FT (A C T I V E ) geq = 55 PSF/FT (A T R E S T ) BACKFILL SOIL:SAND (GROUP I) T O B E U S E D W H E R E N O T E D : geq = 30 PSF/FT (A C T I V E ) geq = 55 PSF/FT (A T R E S T ) ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUM E D ) WALL STUDS (10' OR LESS):SPF STUD GRADE O R B E T T E R WALL STUDS (OVER 10'):SPF NO.2 GRADE O R B E T T E R DIMENSIONAL LUMBER:SPF NO.2 GRADE O R B E T T E R TREATED LUMBER:SYP NO.2 GRADE O R B E T T E R LVL:134" WIDTH - 1.9E O R B E T T E R LSL STUDS:112" WIDTH - 1.3E O R B E T T E R LSL BEAMS:134" WIDTH - 1.55E O R B E T T E R PSL:1.8E OR BETTERGLULAM:SYP 2600Fb-V4.1#&5ROOF LIVE LOAD: 35 PSF (SNO W ) ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFCONCRETE FLOOR LIVE LOAD:50 PSF (OR 2, 0 0 0 L B C O N C E N T R A T E D ) CONCRETE FLOOR DEAD LOAD:80 PSF + TOP P I N G WIND LOAD:90 MPH EXP. B %1&'52015 MINNESOTA RESIDENTIAL CODE (2.75-FT)BRACED WALL LINE (7-FT) ( 3 . 3 - F T ) ( 7 - F T ) (3.4-FT)BRACED WALL LINE B R A C E D W A L L L I N E L O W E R L E V E L P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y 1 S 1 R E F E R E N C E P L A N 5 " S L A B - O N - G R A D E 19'-8" MAX. ( 1 ) # 4 H O R I Z . B A R @ T O P O F S T E M W A L L 8 " - 1 2 " P R E C A S T C O N C R E T E P L A N K B Y S U P P L I E R ( M A X . S P A N A P P R O X . 3 1 ' - 0 " O U T T O O U T ) # 4 x 1 ' - 6 " D O W E L S @ 2 4 " O . C . D R I L L E D I N & G R O U T E D S O L I D B Y P R E C A S T E R A L L W A L L S 6 " M I N . P L A N K L E D G E 6 " M I N . W I D T H S T E M W A L L S A M E H E I G H T A S P L A N K A T A M I N I M U M 1 2 " Ø x 1 0 " L O N G A N C H O R B O L T S ( 7 " M I N . E M B E D ) @ 7 2 " O . C . M A X . O R E Q U I V . # 4 x 2 ' - 0 " D O W E L S @ 4 8 " O . C . ( 5 " M I N . E M B E D ) # 5 x 3 ' - 0 " D O W E L S w / 8 " L O N G H O O K S A T T O P @ 2 4 " O . C . # 4 H O R I Z . B A R S @ 2 4 " O . C . S L O P E G R A D E A W A Y F R O M F O U N D A T I O N V E R T . B A R O P T I O N S : # 5 B A R S @ 9 " O . C . O R # 6 B A R S @ 1 2 " O . C . 1 6 " M I N . C . I . P . C O N C R E T E W A L L 2 " W A L L S E C T I O N 4 S 1 E X T E R I O R S P O R T C O U R T F O U N D A T I O N W A L L 4 0 " W I D E x 1 2 " D E E P M I N . C O N C R E T E S T R I P F O O T I N G ( 2 8 " W I D E x 1 2 " D E E P M I N . @ P R E C A S T N O N - B E A R I N G W A L L S ) D R O P F O R F R O S T A S R E Q ' D 1 2 ) 4 # 0 7 . # 4  $ # % - ( + . . 4 ' 3 7 + 4 ' &  $ ' * + 0 & 9 # . .  ( 7 . .  * ' + ) * 6 # 5  5 * 1 9 0 S T E M W A L L T H I C K N E S S M A Y B E A D J U S T E D P R O V I D E D T H A T M I N . S T E M T H I C K N E S S A N D P L A N K L E D G E A R E M A I N T A I N E D G R O U T S O L I D B E T W E E N P R E C A S T P L A N K & S T E M W A L L A S R E Q ' D ( D O N O T P L A C E I N S U L A T I O N B E T W E E N P L A N K A N D S T E M W A L L ) 4'-0"MIN. 4 S 1 T Y P . 2 S 1 3 S 1 0 1 6 ' 5 1 . V E R T I C A L R E I N F O R C E M E N T M A Y B E R E D U C E D T O # 5 B A R S @ 1 8 " O . C . O R # 6 B A R S @ 2 4 " O . C . A T W A L L S S H A R E D w / H O U S E B A S E M E N T & E X T E R I O R W A L L S W I T H E X T E R I O R G R A D E A T L E A S T 1 0 - F T B E L O W P R E C A S T P L A N K B E A R I N G E L E V A T I O N . 2 . I N S T A L L ( 2 ) A D D I T I O N A L V E R T I C A L B A R S F U L L H E I G H T E A C H S I D E O F W A L L O P E N I N G S . N O N - S T R U C T U R A L W O O D F R A M I N G A B O V E B Y C O N T R A C T O R 3'-0" MIN. LINTEL DEPTH 3"3" ( 3 ) # 6 H O R I Z . B A R S A T T O P & B O T T O M O F C O N C R E T E L I N T E L ( E X T E N D B A R S 2 4 " B E Y O N D E D G E O F O P E N I N G B O T H S I D E S ) S T A N D A R D C O N C R E T E W A L L A B O V E ( A D D I T I O N A L L I N T E L R E I N F O R C E M E N T N O T R E Q ' D ) S T A N D A R D C O N C R E T E W A L L A B O V E L I N T E L P R O V I D E 1 6 - F T M A X . C L E A R S P A N O P E N I N G w / C O N C R E T E L I N T E L / W A L L A B O V E A S S H O W N I N C R O S S S E C T I O N B E L O W C O N S T R U C T R I G I D S H E A R P A N E L A S S H O W N I N 4 / S 3 EXTREM E C A R E I S T O B E T A K E N EXCAVAT I N G N E X T T O A D J A C E N T PROPE R T Y . A D E Q U A T E S O I L SHORING I S T H E R E S P O N S I B I L I T Y OF T H E C O N T R A C T O R H e a d e r s A d d e d 1 0 - 1 6 - 1 8 1 M U S T B E 1 6 " T H I C K W A L L P E R S U R V E Y G R A D E H E I G H T T H I S W A L L M A Y B E 1 2 " T H I C K w / # 5 V E R T . B A R S @ 1 8 " O . C . O R # 6 V E R T . B A R S @ 2 4 " O . C . A T O P 4 0 " W I D E x 1 4 " D E E P F O O T I N G S T H I S W A L L M A Y B E 1 2 " T H I C K w / # 5 V E R T . B A R S @ 1 8 " O . C . O R # 6 V E R T . B A R S @ 2 4 " O . C . A T O P 2 8 " W I D E x 1 4 " D E E P F O O T I N G S ( N E E D S T O B E C O N C R E T E A B O V E O P E N I N G I N T O E X E R C I S E R O O M F O R O V E R A L L L A T E R A L B R A C I N G O F S P O R T C O U R T w / H I G H G R A D E O N O N E S I D E & W A L K O U T O N O T H E R ) COPYRIGHT HANSON GROUP, LLC 2018© A u g u s t 3 0 , 2 0 1 8 P r o j e c t N u m b e r : D a t e : 8 . 5 4 3 S 2 2 S h e e t s : o f 3 P L A N S S H O W N L I G H T I N B A C K G R O U N D A R E F O R L O C A T I O N R E F E R E N C E O N L Y . P L A N N O T E S A N D E L E M E N T S S H O W N L I G H T M A Y N O T N E C E S S A R I L Y S U P P O R T T H E H A N S O N G R O U P ' S D E S I G N . 4 Q D G T V  / E 0 G C T P G [ % W U V Q O  * Q O G U 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 D e s c r i p t i o n D a t e R e v i s i o n ( N K G J G  4 G U K F G P E G L a k e M a r i o n 1 9 9 t h S t r e e t W L a k e v i l l e , M N 3 4 0 7 K i l m e r L a n e N o r t h S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 6 G N 6 1 2 - 7 0 8 - 3 5 7 2 Y Y Y  J C P U Q P I T Q W R O P  E Q O P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : R y a n M a c k 4 6 6 7 3 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . ( 3 . 9 - F T ) ( 3 . 9 - F T ) (4-FT) ONE-SIDED (4-FT) (4-FT) (4-FT) (2.5-FT)(2.75-FT) (5-FT) (5-FT) ( 4 - F T ) ( 4 - F T ) ( 3 . 7 5 - F T ) ( 6 - F T ) ( 6 - F T ) BRACED WALL LINE BRACED WALL LINE B R A C E D W A L L L I N E B R A C E D W A L L L I N E B R A C E D W A L L L I N E (3.5-FT)(5-FT)(5-FT)(18-FT)(7-FT) (2.75-FT)BRACED WALL LINE (2.75-FT)BRACED WALL LINE (3.9-FT)(2.4-F T ) (6-FT)BRACED WALL LINE (8-FT)(8-FT) (3.4-FT)BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE BRACEDWALL LINEMAIN LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY 1S2REFERENCE PLA N U P P E R L E V E L P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y 2 S 2 R E F E R E N C E P L A N MAY BE OPEN BELOW PLANK w/HEADER BY SUPPLIER TOSUPPORT WOOD FRAMING ABOVE MAY BE OPEN BELOW PLANK w/HEADER BY SUPPLIER TOSUPPORT WOOD FRAMING ABOVE LINTEL SE C T I O N STEEL LINTEL SU P P O R T I N G PRECAST P L A N K (12'-0" MAX. CONCRE T E O P E N I N G ) 3S2 3 1 6 " 2 " N O N - S T R U C T U R A L W O O D F R A M I N G A B O V E B Y C O N T R A C T O R FOUNDATION WALLBEYOND SEE 4/S1 W 8 x 4 8 S T E E L B E A M w / 8 " B E A R I N G A T E A C H E N D E M B E D P L A T E S @ 4 8 " O . C . B Y P R E C A S T E R 6 " M I N . P L A N K B E A R I N G 8 " - 1 2 " P R E C A S T C O N C R E T E P L A N K B Y S U P P L I E R ( M A X . S P A N A P P R O X . 3 1 ' - 0 " O U T T O O U T ) PROVIDE 38" THICK PLATESTIFFENERS EACH SIDE OF BEAMAT EACH END & AT THIRD POINTS L I N T E L S E C T I O N S T E E L L I N T E L S U P P O R T I N G P R E C A S T P L A N K ( 7 ' - 0 " M A X . C O N C R E T E O P E N I N G ) 4 S 2 3 1 6 " 2 " N O N - S T R U C T U R A L W O O D F R A M I N G A B O V E B Y C O N T R A C T O R S E E P L A N F O R H E A D E R T O S U P P O R T W O O D F R A M I N G A B O V E F O U N D A T I O N W A L L B E Y O N D S E E 4 / S 1 W 8 x 2 4 S T E E L B E A M w / 8 " B E A R I N G A T E A C H E N D E M B E D P L A T E S @ 4 8 " O . C . B Y P R E C A S T E R 8 " - 1 2 " P R E C A S T C O N C R E T E P L A N K B Y S U P P L I E R ( M A X . S P A N A P P R O X . 3 1 ' - 0 " O U T T O O U T ) P R O V I D E 3 8 " T H I C K P L A T E S T I F F E N E R S E A C H S I D E O F B E A M A T E A C H E N D & A T C E N T E R 6 " M I N . P L A N K B E A R I N G PROVIDE STEELLINTEL ASSHOWN IN 3/S2PROVIDE STEELLINTEL ASSHOWN IN 4/S2 CONSTRUCT PORTALFRAME AS SHOWN IN 1/S3 C O N S T R U C T S H E A R W A L L A S S H O W N I N 2 / S 3 C O N S T R U C T R I G I D S H E A R P A N E L A S S H O W N I N 3 / S 3 C O N S T R U C T R I G I D S H E A R P A N E L A S S H O W N I N 4 / S 3 P R O V I D E T O P & B O T T O M O F W A L L C O N N E C T I O N S S H O W N F O R B R A C E D W A L L P A N E L S A L O N G I N D I C A T E D P O R T I O N O F W A L L SEE PLAN FOR HEADERTO SUPPORT WOODFRAMING ABOVE (3) 20" LVL(3) 912" LVL (3) 1178" LVL 1 0 - 1 6 - 1 8 H e a d e r s A d d e d 1 0 - 1 6 - 1 8 1 L E N G T H O F C O N T I N U O U S H E A D E R 1 ' - 3 " M I N . M I N . ( 2 ) 9 1 2 " L S L / L V L C O N T I N U O U S H E A D E R ( V E R I F Y w / S U P P L I E R ) W / ( 2 ) C O N T I N U O U S 2 x 6 P L A T E S A B O V E F A S T E N T O P P L A T E T O H E A D E R w / ( 2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . ( 1 ) 2 x 6 B E A R I N G S T U D & ( 1 ) 2 x 6 F U L L H E I G H T S T U D E A C H E N D O F H E A D E R ( 2 ) 2 x 6 B E A R I N G S T U D S M I N . F A S T E N K I N G S T U D T O H E A D E R w / ( 2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . L A R G E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S w / S T A N D A R D 6 " / 1 2 " N A I L I N G P A T T E R N N A I L S H E A T H I N G T O H E A D E R w / 8 d N A I L S @ 3 " O . C . E A . W A Y T Y P . S M A L L H A T C H A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S ( N A I L S H E A T H I N G A R O U N D P E R I M E T E R w / ( 2 ) R O W S 8 d N A I L S @ 3 " O . C . S T A G G E R E D & T O P L A T E S / B L O C K I N G @ 3 " O . C . ) S I M P S O N L S T A 3 0 S T R A P O N I N S I D E F A C E O F W A L L ( P R O V I D E S P A C E R T O F L U S H O U T H E A D E R T O W A L L S T U D T H I C K N E S S ) L O C A T E P A N E L J O I N T W I T H I N 2 ' - 0 " F R O M C E N T E R O F W A L L H E I G H T A S R E Q ' D ( 2 x S O L I D B L O C K I N G R E Q U I R E D A T S H E A T H I N G J O I N T ) F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S F A S T E N B O T T O M P L A T E w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " S T A N D A R D I N F I L L F R A M I N G B Y S U P P L I E R 4 S 3 F R A M I N G D E T A I L N O T E I N F O A P P L I E S S Y M M E T R I C A L L Y A C R O S S D E T A I L . S T A C K E D R I G I D S H E A R P A N E L S 1 ' - 3 " M I N . C E N T E R B E A R I N G S T U D S B Y S U P P L I E R 1 ' - 3 " M I N . 1 ' - 3 " M I N . C E N T E R B E A R I N G S T U D S B Y S U P P L I E R L E N G T H O F C O N T I N U O U S H E A D E R S I M P S O N M S T C 5 2 S T R A P S C E N T E R E D O N F L O O R S Y S T E M A T L O C A T I O N S S H O W N ( P R O V I D E 2 x B L O C K I N G I N F L O O R S P A C E A S R E Q ' D ) M I N . ( 2 ) 7 1 4 " L S L / L V L C O N T I N U O U S H E A D E R ( V E R I F Y w / S U P P L I E R ) F A S T E N T O P P L A T E T O H E A D E R w / ( 2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . ( 1 ) 2 x 6 B E A R I N G S T U D & ( 1 ) 2 x 6 F U L L H E I G H T S T U D E A C H E N D O F H E A D E R ( 2 ) 2 x 6 B E A R I N G S T U D S M I N . F A S T E N K I N G S T U D T O H E A D E R w / ( 2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . L A R G E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S w / S T A N D A R D 6 " / 1 2 " N A I L I N G P A T T E R N N A I L S H E A T H I N G T O H E A D E R w / 8 d N A I L S @ 3 " O . C . E A . W A Y T Y P . S M A L L H A T C H A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S ( N A I L S H E A T H I N G A R O U N D P E R I M E T E R w / ( 2 ) R O W S 8 d N A I L S @ 3 " O . C . S T A G G E R E D & T O P L A T E S / B L O C K I N G @ 3 " O . C . ) S I M P S O N L S T A 2 4 S T R A P O N I N S I D E F A C E O F W A L L ( P R O V I D E S P A C E R T O F L U S H O U T H E A D E R T O W A L L S T U D T H I C K N E S S ) L O C A T E P A N E L J O I N T W I T H I N 2 ' - 0 " F R O M C E N T E R O F W A L L H E I G H T A S R E Q ' D ( 2 x S O L I D B L O C K I N G R E Q U I R E D A T S H E A T H I N G J O I N T ) F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S L E N G T H O F C O N T I N U O U S H E A D E R 1 ' - 2 " M I N . M I N . ( 2 ) 9 1 2 " L S L / L V L CON T I N U O U S H E A D E R (VE R I F Y w / S U P P L I E R ) W/ (2) C O N T I N U O U S 2 x 6 P L A T E S A B O V E FASTEN TOP PLA T E T O H E A D E R w / (2) ROWS 16d SINKE R N A I L S @ 3 " O . C . (1) 2x6 BEARING S T U D & ( 1 ) 2 x 6 F U L L HEIGHT STUD A T E N D O F H E A D E R (2) 2x6 BE A R I N G S T U D S M I N . FAST E N K I N G S T U D T O HEADE R w / ( 2 ) R O W S 1 6 d SINKE R N A I L S @ 3 " O . C . L A R G E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S w / S T A N D A R D 6 " / 1 2 " N A I L I N G P A T T E R N S T A N D A R D I N F I L L FRAM I N G B Y S U P P L I E R S I M P S O N S T H D 1 4 E M B E D D E D H O L D O W N A N C H O R A T L O C A T I O N S S H O W N ( R E F E R T O 5 / S 3 F O R A L T E R N A T I V E O P T I O N - T O B E U S E D w / S I L L P L A T E O V E R H A N G ) SIMPSON LSTA24 STRA P O N I N S I D E F A C E OF WALL (PROVIDE S P A C E R T O F L U S H OUT HEADER TO WALL S T U D T H I C K N E S S ) LOCATE PANEL J O I N T W I T H I N 2 ' - 0 " FROM CENTER OF W A L L H E I G H T A S REQ'D (2x S O L I D B L O C K I N G REQUIRED AT S H E A T H I N G J O I N T ) NAIL SHEATHING T O H E A D E R w / 8 d NAILS @ 3" O . C . E A . W A Y T Y P . SMALL HATCH AREA I N D I C A T E S 7 1 6 " O R THICKER PLYWOOD O R O S B S H E A T H I N G APPLIED TO EXTERIO R S I D E O F S T U D S (NAIL SHEATHING AROU N D P E R I M E T E R w / (2) ROWS 8d NAILS @ 3" O . C . S T A G G E R E D & TO PLATES / BL O C K I N G @ 3 " O . C . ) F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S SIMPSON STHD14RJ EMB E D D E D H O L D O W N ANCHOR AT LOCATI O N S S H O W N w / 2 x BLOCKING IN FLOOR S Y S T E M A S R E Q ' D (REFER TO 5/S3 FOR ALT E R N A T I V E O P T I O N - TO BE USED w/ SILL P L A T E O V E R H A N G ) ( 2 ) 2 x 6 B E A R I N G S T U D S &    Z   . 5 . F U L L H E I G H T S T U D S A T E N D O F H E A D E R ( 2 ) S I M P S O N L S T A 2 4 S T R A P S O N I N S I D E F A C E O F W A L L ( P R O V I D E S P A C E R T O F L U S H O U T H E A D E R T O W A L L S T U D T H I C K N E S S ) FASTEN BOTTOM PLA T E w / ( 2 ) G R O U P S OF (2) LEDGE R L O K S I N S T A L L E D IN A STA G G E R E D P A T T E R N PERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM 2S3FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSPROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILLPLATE INTO FOUNDATION AT THISWALL PORTION IN ADDITION TOANCHOR BOLTS (NOT SHOWN)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERSIMPSON STHD14RJ EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN w/ 2xBLOCKING IN FLOOR SYSTEM AS REQ'D(REFER TO 5/S3 FOR ALTERNATIVE OPTION- TO BE USED w/ SILL PLATE OVERHANG)SEE 3/S3 FORHOLDOWN INFO S3 FRAMING DETAILGARAGE FRONT PORTAL FRAME 1 1 ' - 1 0 1 2 " ± 16'-3"±NOT TO EXCEED 11'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD KING AT END OF HEADER LOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF WALL HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(3) 2x6 BEARING STUDS MIN.PROVIDE 2x6 I N F I L L W A L L ABOVE HEAD E R A S R E Q ' D S I M P S O N S T H D 1 4 E M B E D D E D H O L D O W N A N C H O R A T L O C A T I O N S S H O W N ( R E F E R T O 5 / S 3 F O R A L T E R N A T I V E O P T I O N ) FOUNDATION WALL BELOW LENGTH OF CONTINUOUS HEADER 5 8 " Ø A N C H O R B O L T ( 7 " M I N . E M B E D ) w / 2 " x 2 " x 3 1 6 " P L A T E W A S H E R N A I L S H E A T H I N G T O H E A D E R w / 8 d N A I L S @ 3 " O . C . E A . W A Y T Y P . S M A L L H A T C H A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R S I D E O F S T U D S ( N A I L S H E A T H I N G A R O U N D P E R I M E T E R w / ( 2 ) R O W S 8 d N A I L S @ 3 " O . C . S T A G G E R E D & T O P L A T E S / B L O C K I N G @ 3 " O . C . ) SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS) F A S T E N K I N G S T U D T O H E A D E R w / ( 2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSEE PLAN FO R C O N T I N U O U S L V L H E A D E R SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.(4) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)(2) 2x6 FULL HEIGHT KINGSTUDS AT END OF HEADERCOPYRIGHT HANSON GROUP, LLC 2018© A u g u s t 3 0 , 2 0 1 8 P r o j e c t N u m b e r : D a t e : 8 . 5 4 3 S 3 3 S h e e t s : o f 3 4 Q D G T V  / E 0 G C T P G [ % W U V Q O  * Q O G U 2 1 0 3 9 H e r o n W a y L a k e v i l l e , M N 5 5 0 4 4 D e s c r i p t i o n D a t e R e v i s i o n ( N K G J G  4 G U K F G P E G L a k e M a r i o n 1 9 9 t h S t r e e t W L a k e v i l l e , M N 3 4 0 7 K i l m e r L a n e N o r t h S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 6 G N 6 1 2 - 7 0 8 - 3 5 7 2 Y Y Y  J C P U Q P I T Q W R O P  E Q O P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : R y a n M a c k 4 6 6 7 3 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . R I G I D S H E A R P A N E L 3 S 3 F R A M I N G D E T A I L A L T E R N A T E H O L D O W N C O N C R E T E F O U N D A T I O N B E L O W S I M P S O N H T T 5 H O L D O W N A N C H O R A T L O C A T I O N S S H O W N w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R P O S T - I N S T A L L E D H O L D O W N O P T I O N S 5 S 3 F R A M I N G D E T A I L A L T E R N A T E R A I S E D H O L D O W N 1 2 " Ø S I M P S O N T I T E N H D R O D C O U P L E R w / 8 " E M B E D I N T O C O N C R E T E ( M A Y O M I T & E P O X Y T H R E A D E D R O D 8 " D I R E C T L Y I N T O C O N C R E T E ) 1 2 " Ø T H R E A D E D R O D w / N U T & W A S H E R A T H O L D O W N E N D S I M P S O N H T T 5 H O L D O W N A N C H O R F A S T E N E D T O D O U B L E S T U D S F L O O R S Y S T E M C O N C R E T E F O U N D A T I O N B E L O W 1 0 - 1 6 - 1 8 H e a d e r s A d d e d 1 0 - 1 6 - 1 8 1 7'6"8'12'12'12'22' 16'8"22'4"34'6" 2' 17 ' 14 ' 10 ' 16 ' 8' 31 ' 13 ' 12 ' 11 ' <<--- 'S2' - monos --->> <<--- 'S1' - monos --->> <<--- 'S1' - monos --->> <<--- 'S1' - monos --->> << -- - 'S 1 ' - mo n o s -- - >> << -- - 'S 3 ' - mo n o s -- - >> << -- - 'S 3 ' - mo n o s -- - >> bottom of box beam girder at 23-9-2 plate height << -- - 'P 3 ' - c ap s -- - >> << -- - 'P 3 ' - c ap s -- - >> build knee wall to 9-1-2 over top ofbox beam girders for N1,N2,N3 and O1 U = 51 7# U = 70 2# U = 97 2# U = 51 1# U = 63 0# R = 13758#U = 3774#R = 13824#U = 2819#U = 76 1# R = 12197#U = 724#R = 18507#U = 1098# set M1 and M2 trussesdirectly on top of A box beam girder - shim out to 5 1/2"- (2) 9 1/2" FLSH BEAM(supplied by ABC Truss) (2) 9 1/2" FLSH BEAM(supplied by ABC Truss) build dormer wall on top of beam 8-9-4 plate height at porch9-1-2 main floor wall height (blue)18-4-10 dormer wall height (green)19-9-0 upper wall height (red)13-10-14 knee wall height (yellow) Designer Contact info:Name – Eric AndersonDirect Phone # 715-895-9734Email – eric_anderson@trussabc.com 3 PLY 2 PLY 3 PLY 2 P LY 2 PLY 2 PLY 2 P LY 2 P LY A B1 B3 (3 )B2 (3)CA CB CCCD C1 C2 (5 )C3 D1 D3 DADADBDBDC DD D4 E2 D5 D6 E3 (3)D2 (5)E (5)E1 D F1 (4)F2 G1 H1 H2 H3 H4 H5 H6 H7 (2 )J1 J2 J2 J3 J4 (6)JA JB (8 )K K1 K1 (3 )K2 L1 (2 )L 2 (5 )L 3 L4 M1 (9)M2 N1 N2 N3 O3 O8 P2 (3)O1 (6)O2 (3)O4 (4)O5 (3)O6(4)O6 (3)O7 (9)G2 (27)P1 R1 R2 R3 R4 R5 PAGE NO: 1 OF 1 JOB NO: T86551 N a m e : 10 3 2 2 19 9 T H ST W C us t o m e r: La m pe rt Y a r ds / Av A dd r es s : 10 3 2 2 19 9 T H ST W S a l es m an : CM D es i gn e r: EA A 7'6"8'12'12'12' 25'6"14'12' 31 ' 10 ' 16 ' 8' 28 ' 6 "8 13 ' 5 "8 12 ' 11 ' 10'9"12 21'2"4 FIRST FLOOR Designer Contact info:Name – Eric AndersonDirect Phone # 715-895-9734Email – eric_anderson@trussabc.com MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON ENDOF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ONLAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ONLEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH ISMADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIORTO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOESNOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS.WARRANTY WILL BE VOIDED WITHOUT OFFICIALDOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR WILL BERESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALLHEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. HA N G TR U S S E S O FF LE D GE R 1A 1J 1N 1V 1N (5 )1B 1C (2 )1D 1E (7 )1F 1G (7 )1H 1K (6 )1L 1M (3 )1R 1S (1 0 )1T (5 )1P PAGE NO: 1 OF 1 JOB NO: T86551F N a m e : 10 3 2 2 19 9 T H ST W C us t o m e r: La m pe rt Y a r ds / Av A dd r es s : 10 3 2 2 19 9 T H ST W S a l es m an : CM D es i gn e r: EA A 18'6" do u b l e t op c ho r d be a r in g (3 ) 14 " F L S H BE A M (s up p l i e d b y AB C T r u ss ) (2 ) 9 1 /2" F L S H BE A M (s up p l i e d b y AB C T r u ss ) (2) 9 1/2" FLSH BEAM (supplied by ABC Truss) (2) 9 1/2" FLSH BEAM(supplied by ABC Truss) Designer Contact info: Name – Eric AndersonDirect Phone # 715-895-9734Email – eric_anderson@trussabc.com MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON ENDOF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ONLAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ONLEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH IS MADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIORTO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOES NOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. WARRANTY WILL BE VOIDED WITHOUT OFFICIALDOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR WILL BERESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALLHEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. SECOND FLOOR 'A' - 3ply box beam girder in wall 2A 2G 2K2M (6 )2B (2 )2C (3 )2D 2H (9 )2J (10 )2L (2 )2F (5 )2E PAGE NO: 1 OF 1 JOB NO: T86551F N a m e : 10 3 2 2 19 9 T H ST W C us t o m e r: La m pe rt Y a r ds / Av A dd r es s : 10 3 2 2 19 9 T H ST W S a l es m an : CM D es i gn e r: EA A