Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Permit Plan Set - 8595 Farmstead Ave NE
6" TRIM C O R N E R B O A R D 10 3 1 4 T.O. FOUND. T.O. PLATE T.O. SUBFL. T.O. FOUND. T.O. PLATE 1' 2 1 8 9' 1 1 8 T.O. PLATE 8' 1 1 8 T.O. SUBFL.10 1 4 STONE FACE 12 B O X C L M N 4" C O R N E R B O A R D LAP SIDING C O R N E R B O A R D 12 B O X C L M N 4" T R I M 4" T R I M 4" TRIM 4" T R I M 4" TRIM T.O. 2/0x2/0 FIXED WDW. BLACKEN BEHIND 3' 0 SHAKE SIDING LAP SIDING 6" TRIM 6" TRIM 6" TRIM 6" TRIM 6" TRIM ADDRESS LOCATION STONE PIER 4" TRIM 4" TRIM 4" TRIM 4" C O R N E R B O A R D 4" C O R N E R B R D 4" T R I M 4" T R I M 4" T R I M 4" T R I M 4" T R I M 4" T R I M 4" TRIM 4" T R I M 4" T R I M 4" T R I M 4" T R I M 4" T R I M 4" T R I M 4" T R I M 4" T R I M 4" T R I M 4" TRIM 1' 2 1 8 9' 1 1 8 10 1 4 8' 1 1 8 T.O. SUBFL. T.O. SUBFL. T.O. FOUND. T.O. PLATE T.O. PLATE 1' 2 1 8 9' 1 1 8 10 1 4 8' 1 1 8 T.O. SUBFL. T.O. SUBFL. T.O. FOUND. T.O. PLATE T.O. PLATE 1' 1 1 1' 1 1 1'-5" 2' 0 1' 0 1'-5" 1'-5" 1' 1 1 3'-6" TYP. 8:12 8:12 8:12 1' 1 1 8:12 1' 0 9" 1' 0 1'-5" 1' 1 1 8:12 6:12 6:12 4: 1 2 6: 1 2 6: 1 2 1' 1 1 1' 0 1' 1 1 1'-5"1'-5" 1' 0 1'-11" 1' 1 1 ROOF VENTS 8:12 8:12 1' 2 1 8 9' 1 1 8 10 1 4 8' 1 1 8 T.O. SUBFL. T.O. SUBFL. T.O. FOUND. T.O. PLATE T.O. PLATE 9' 1 1 8 10 1 4 8' 1 1 8 T.O. SUBFL. T.O. SUBFL. T.O. PLATE T.O. PLATE 1' 0 5 8 T.O. PLATE 4' 1 1 1 2 T.O. FOUND. 9' 1 1 8 10 1 4 8' 1 1 8 T.O. SUBFL. T.O. SUBFL. T.O. PLATE T.O. PLATE 1' 0 5 8 T.O. PLATE 8' 1 1 2 T.O. SLAB SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. SIDING STYLES ARE PER PLAN. REFER TO COMMUNITY SPECIFICATIONS FOR ALL FASCIA, SOFFIT AND PORCH CEILING MATERIALS. ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPECIFICATIONS. TRIM SIZED PER PLAN. PER PLAN AND COMMUNITY SPECIFICATIONS ONLY: WRAP ALL WINDOWS AT SIDES & REAR OF HOME W/ 4" TRIM. INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL ON A4 FOR INSTRUCTIONS ON WRAPPING THE WINDOWS. ADDRESS NUMBERS TO BE 4" HIGH MIN. & CONTRAST TO BACKGROUND. ROOF VENT CALCULATIONS: 1,842 TOTAL S.F. (HOUSE + 3 CAR GARAGE) 1,842 / 300 (IRC) = 6.14 S.F. VENT REQ. 6.14 X 50% (% ROOF VENT) = 3.07 3.07 / .4167 (PER VENT) = 7.37 = 8 GAF #RT65 - 16X20 VENTS W/ 60 SQ. IN. VENTED AREA. (60/144 = .4167 S.F.) ROOF VENT INSTALLATION NOTES: 1. ALL ROOF VENTS TO BE INSTALLED OVER 8" WIDE x 9" HIGH OPENINGS INTO THE ROOF SHEATHING. 2. STANDARD LOCATION OF ROOF VENTS ON GABLE ROOFS TO BE 12" DOWN FROM THE ROOF RIDGE TO THE TOP OF THE 8"x9" OPENING. 3. HIP ROOFS MAY REQUIRE THE OPNG'S. TO BE CUT FURTHER DOWN FROM ROOF RIDGE TO ALIGN W/ REQUIRED SIDE ROOF VENTS. SEE ROOF PLAN. 4. ROOF SHEATHING TO BE REMOVED FROM UNDERNEATH OVER-FRAMED OR PERPENDICULAR ROOF SYSTEMS FOR PROPER AIR MOVEMENT. 5. NO ROOF VENT OPENINGS WITHIN 36" OF ANY VALLEY'S. RE V I S E D RE V I S E D RE V I S E D DA T E DR A W N B Y SHEET: PN: PR O J E C T A D D R E S S DE V E L O P M E N T OW N E R TITLE: BLOCK NO. LOT NO. ADDITION NO. LENNAR SQUARE FOOTAGES INDEX EXTERIOR NOTES A1 DISCOVERY SERIES EK02 D3 - VANDERBILT - 3 CAR GARAGE GARAGE HARDWARE PER COMMUNITY SPECS STOOP: 108 SQ. FT. GARAGE: 673 SQ. FT. BASEMENT UNFINISHED:1,108 SQ. FT. MAIN FLOOR FINISHED: 1,115 SQ. FT. UPPER FLOOR FINISHED: 1,156 SQ. FT. TOTAL FINISHED:2,271 SQ. FT. BASEMENT FINISH OPTION (SEE SHEET L1):459 / 855 SQ. FT. SCALE:A1 2 ROOF PLAN 1/8" = 1'- 0" SCALE:A1 1 FRONT ELEVATION 1/4" = 1'- 0" SCALE:A1 3 SIDE ELEVATION 1/8" = 1'- 0"SCALE:A1 4 SIDE ELEVATION 1/8" = 1'- 0" SCALE:A1 A5 LOOKOUT ELEVATION 1/8" = 1'- 0"SCALE:A1 5B WALKOUT ELEVATION 1/8" = 1'- 0"SCALE:A1 5 REAR ELEVATION 1/8" = 1'- 0" FOUNDATION PLAN & DETAILS ELEVATIONS, ROOF PLAN, NOTES SECTIONS ELECTRICAL PLANS A6 MAIN AND UPPER FLOOR PLANS A2 A3 A5 A1 DETAILS A4 F1/F2 FIREPLACE DETAILS L1 LOWER LEVEL FINISH PLANS FOUNDATION STRUCTURAL DETAILS FOUNDATION STRUCTURAL DETAILS S1 S2 GENERAL STRUCTURALNOTESS-0 FOUNDATION STRUCTURALPLANSS-3 SECOND FLOOR FRAMINGPLANSS-4 ROOF FRAMINGPLANSS-5 BRACED WALL & MISC. FRAMINGDETAILSSD-1 BRACED WALLDETAILSSD-2 Haven Ridge 8595 Farmstead Ave NE Walkout Foundation 3 A4 2 A4 4 A4 FL DR FURN RETURN W.S. R.I. SUMP SEE C/SD-2 FOR SHEAR WALL DETAIL 2x6 BEARING WALL 2x6 TREATED PLATE 8x16 CONC. FOOTINGS TYP. UNLESS NOTED) SH 3 4 4 8 H.B. TEMPORARY WALL-FUTURE HALF WALL NOTE: ALL DASHED WALLS ARE FOR CONCEPTUAL FUTURE BASEMENT LAYOUT BASEMENT IS UNFINISHED W/ R.I. PLUMBING FOR 3/4 BATH 3) 2x10 (DR) HOLD FTG. BACK OR ADD PLUMBING CHASE AI R EX C H G 2" LEDGE AT GARAGE WALL (TYP) 2x 4 3 A4 2 A4 4 A4 LINE OF WALL ABOVE (TYP.) 11 7 8 L S L 2 1 1 7 8 L S L F L FOUNDATION NOTE: 8'-4" POURED WALLS 8'-1 1/2" CLG. HGT. CLG. HGT. MAY VARY PER MECHANICAL OPTIONAL WET BAR ROUGH-IN DROP FOUNDATION 8" AT GARAGE DOOR CONCRETE OPENING FOR 16'-0" GARAGE DOOR CONC. OPNG. FOR 8'-0" GAR. DR. NOTE: HOLD T.O. EGRESS WELL 8" BELOW T.O. FOUND. WALL 2/ 8 x 3 8 C S M T 3 2 x 1 0 11 7 8 L S L 23 1 0 1 2 45 1 0 1 2 14 6 3 4 7' 8 1 4 22 0 1' 1 0 3' 1 0 1 4 2' 0 8'-3 1/2" 18'-6"11'-6" 1'-1114"1'-514" 50'-0" 12'-11 1/2"4'-0"9" 20'-0" 10'-0" 21'-4 1/2" 4'-2 1/2" 3' 1 0 8"1 1/2"8"1 1/2" 1 1 2 1 1/2" 1 1 2 1 1/2" 4" 5' 0 4" 17'-8 1/2"20'-8 1/2" 2' 8 6" 5'-6 1/2" 5' 1 0 1' 6 8'-1 1/2"1'-1114"16'-1 1/2"1'-1114" 6" 6" 8" 8" 6" 10" 2" 8" 3'-2 1/2"3'-2 1/2"4'-11 1/2"8'-1 1/2" 17'-2 1/2"6"8" 16 1 1 3 4 13 1 3 4 12 0 31 9 45 1 0 1 2 6' 1 1 2 6' 0 1 1 2 1 1 28" 6" 39'-9"1 1/2" 2"6" 1 1/2" 1' 4 BATH R.I. MECH. UNFINISHED FUTURE REC. ROOM FUTURE BEDROOM FUTURE CLOSET UNEXCAVATED FILL FOR SLAB W. H TA N K L E S S 2' 3 2' 3 3'-6" CLR 2 2 x 6 2) 2x6 11 7/8" LSL 24"x24"x12" CONC. FTG. 24"x24"x12" CONC. FTG. 2 2 x 6 24"x24"x12" CONC. FTG. 2 2 x 6 2) 2x4 2) 9 1/2" LSL (DR) UP 1 5 R 2) 11 7/8" LSL-CONT. (FL) 2' 5 1 2" 2 2 x 6 13 1 0 1 2 8' 5 1' 1 0 3 4" 9'-0 1/4"5'-5"3'-7"3'-7"18'-1 3/4" 3' 5 7' 1 0 3 4 NOTE: FOOTING SIZES DESIGNED FOR MIN. 2,000 PSF SOIL BEARING CAPACITY 8" D. x 20" W. CONTINUOUS CONCRETE FOOTING 8" D. x 16" W. CONT. CONCRETE FOOTING 8" D. x 16" W. CONT. CONCRETE FOOTING 8" D. x 16" W. CONT. CONCRETE FOOTING 8" D. x 16" W. CONT. CONCRETE FOOTING 8" D. x 16" W. CONTINUOUS CONCRETE FOOTING 8" D. x 20" W. CONTINUOUS CONCRETE FOOTING H.B. 2x 4 P T W A L L 6" 4" 5' 3 1 2 6" UNEXCAVATED FILL FOR SLAB 8" D. x 16" W. CONTINUOUS CONCRETE FOOTING 2' 0 ELECTRICAL PANEL PRIMARY LOCATION 2) 2x6 CANT. ABV. 4" LEDGE AT GARAGE COMMON WALL POUR GARAGE SLAB FLUSH 8" D. x 18" W. CONT. CONCRETE FOOTING DBL. RIM BOARD ACROSS STAIRS, SHEATH w/ SUBFLR. 7' 1 0 1 2 H.B. 5/0x3/6 SL 5/0x3/6 SL 5/0x3/6 SL 3) 9 1/2" LSL(3) 2x10 (3) 2x10 NOTE** CANTILEVER PLATE 1 1/2" AT LOOKOUT WALLS NOTE** 2x8 WALLS AT LOOKOUT 2) 2x8 1 1 2 1 1 2 R-5 RIGIDINSULATIONR-5 RIGID INSULATION 10'-0"6'-10 1/2" 40'-0" 12'-0"10'-10 1/2"1 1/2"1 1/2" 8" D. x 20" W. CONT. CONCRETE FOOTING 2) 2x8(2) 2x8(2) 2x8(2) 2x8 (2) 2x8(2) 2x8(2) 2x8 (2) 2x8 H.B. 5/0x3/6 SL 5/0x3/6SL6/0x6/8 SL. PATIO DR. 3) 9 1/2" LSL(3) 2x10 (2) 9 1/2" LSL 3) 2x6 1 1 2 1 1 2 R-5 RIGIDINSULATIONR-5 RIGID INSULATION NOTE** NO PLATE CANTILEVER AT WALKOUT WALLS 10'-0"6'-10 1/2" 40'-0" 12'-0"10'-10 1/2"1 1/2"1 1/2" 2) 2x6 8'-2 3/4"6'-2"11'-7 3/4"13'-8 1/2" 45"x24"x12" CONC. FTG. 24"x24"x12" CONC. FTG. 24"x24"x12" CONC. FTG. 8" D. x 16" W. CONT. CONCRETE FOOTING OPEN 2) 2x6(2) 2x6(2) 2x6(2) 2x6(2) 2x6(2) 2x6(2) 2x6 8" D. RADON ROCK 20"x8" CONC. FTG. W/ SILL SEALER TR) 2x6 SILL PLATE GRADE R-20 BATT INSUL. BOLT AT 72" O.C. 1/2" DIA. x 10" ANCHOR 8" W. POURED CONC. FOUNDATION WALL CONC. SLAB PER PLAN EXT. FIN. PER PLAN DOUBLE TOP PLATE HEADER AT WIN. 4 MIL POLY 8" 2" WRB PE R P L A N FLR. SYSTEM VAPOR BARRIER R-10 RIGID INSUL. OR APPROV. STRAP 42 M I N WATERPROOFING REQ'D. @ TOP OF FDN. WALL R-20 INSUL. @ RIM RIM BOARD 6" M I N 1/2" EXT. SHEATHING TYPICAL, U.N.O. CONC. SLAB 20"x8" CONC. FOOTING TYP., U.N.O. FOUNDATION WALL DOUBLE TOP PLATE PER PLAN FLR. SYSTEM 8" W. POURED CONC. 1/2" DIA. x 10" ANCHOR BOLT AT 72" O.C.R-20 BATT INSUL. 2x8 (TR.) SILL PLATE W/ SILL SEALER GRADE EXT. FIN. PER PLAN OR APPROV. STRAP 3' 6 R-20 SPRAY FOAM INSUL. RIM BOARD R-10 EXT. FDN. INSUL. 1/2" SHEATHING R-5 RIGID INSULATION WATERPROOFING TOP OF FDN. WALL CANT PLATE 1 1/2" SQUASH BLOCKS @ ALL POINT LOADS 2x8 STUDS @ 16" O.C. SIDE WALL WALKOUT FDN. ONLY 4" WEEPS EVERY 6' WATERPROOFING6" M I N WRB 8" D. RADON ROCK AT FOUNDATION 4" D. x 8" H. LEDGE PER PLAN SUBFLOOR FLOOR SYSTEM RIM BOARD CONC. STOOP 7 3 4 EN T R Y D R MA X T O 10" 30 MIL PVC MEMBRANE SEAL ALL SEAMS, CORNERS & EDGES W/ 35 MIL POLYETHYLENE BACKED SYNTHETIC BUTYL RUBBER ADHESIVE MEMBRANE 1/2" SHEATHING 2") R-10 EXTERIOR R-20 SPRAY FOAM INSUL. WATERPROOFING REQ'D.@ TOP FDN. FOUNDATIONINSULATION2x8SILLPLATE W/ ANCHOR BOLTS 1 1/2" CANT'D. ALIGN W/ FDN. WALL TH R E S H O L D SUBFLOOR FLOOR JSTS/TRUSSES 20"x8" CONC. 2x6 TOP PLATE CONC. SLAB PER PLAN PE R P L A N 16" O.C. (TYP) 2x6 STUDS @ 2x6 TREATED PLATE SECURED W/ POWDERED ACTUATED FASTENERS @ 24" O.C. 1" 4"x1/2" TRT'D. PLYWOOD, HOLD UP 1" FROM FTG. EACH SIDE BY ENGINEER FTG. TYP., U.N.O. GRADE WINDOW WELL WITH 8" POURED CONCRETE EGRESS WINDOW PER PLAN DRAIN FIELD BATT INS. TR) 2x8 SUBFRAME SOCKED DRAIN TILE CONNECTS TO INTERIOR N.T.S. MIN. PER EGRESS NOTE: 44" MAX. FROM T.O. SLAB TO EGRESS WDW. LADDER PE R P L A N HEADER PER PLAN 42 4'-4" WATERPROOFING PER PLAN FLR. SYSTEM RIM BOARD (BY MFG.) EXT. FIN. PER PLAN RIGID INSUL. R-10 EXT. FDN. 1/2" EXT. SHEATHING WATERPROOFING 2x8 SILL PLATE CANT. 1 1/2" 2x8 STUDS 4" WEEPS EVERY 6' 1/2" ROCK FILL BELOW GRADE ON OUTSIDE WATERPROOFING ALL WALLS PERIMETER OF EGRESS WLL WRB 4" CONC. SLAB FLOOR SYSTEM GARAGE SLAB SLOPE: 4" 20"x8" CONC. FOOTING PER PLAN 8" PE R P L A N WATERPROOFING B.O. FTG. GRADE 3' 6 M I N TOP OFCURBTOPOFFDN. TREATED 2x SILL PLATE W/ SILL SEALER SHEATHING EXT. MTR'L. PER PLAN RIM BOARD (BY MFG.) 5/8" GYP. SHEATHING R-10 EXTERIOR FDN. INSULATION 10" 6"4" 2" CERTI-STUD AT FOUNDATION LEDGE R-20 SPRAY FOAM INSULATION WATERPROOFING REQ'D. AT TOP OF FOUNDATION WALL 2x6 SILL PLATE W/ ANCHOR BOLT / STRAP NO CANT. AT GARAGE STD. RIM DETAIL HOUSE BASELINE DIM. NOTE: NO R-5 INSUL. REQ'D. AT GAR./HOUSE INT. COMMON WALLS 4" WEEPS EVERY 6' 4" PLATE SIZE PER PLAN) 6"MI N NOTE: FOUNDATION SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS AT LEAST 6" GAR. OUT TO OUT DIM. TYPICAL, U.N.O. 20"x8" CONC. FOOTING TYPICAL, U.N.O. VAPOR BARRIER 8" D. RADON ROCK 4" CONC. SLAB FOUNDATION NOTES: MAXIMUM WALL LENGTH WITHOUT A CONTROL JOINT TO BE 50'-0 PRIOR TO BACKFILLING, FOUNDATION WALLS MUST BE LATERALLY SUPPORTED BY FLOOR CONSTRUCTION AT BOTH TOP & BOTTOM OR BY ADEQUATE TEMPORARY BRACING WALLS WITH EQUAL BACKFILL ON BOTH SIDES REQUIRE NO REINFORCING FOR WALL LENGTHS LESS THAN 25'-0" LONG AND HORIZONTAL REINFORCING ONLY FOR WALLS LONGER THAN 25'-0" EXTERIOR WATERPROOFING SHALL COMPLY W/ R406.2 PER 2020 MN RESIDENTIAL CODE, WATERPROOFING SHALL EXTEND FROM TOP OF INSIDE EDGE, ACROSS TOP AND DOWN EXTERIOR FACE OF FOUNDATION WALL TO FOOTING EXTERIOR FIBERBOARD INSULATION TO BE APPLIED OVER WATERPROOFING. ABOVE GRADE TO BE 2" THICK R-10 CERTISTUD OR EQUAL TO ALLOW FOR SIDING APPLICATION. BELOW GRADE TO BE R-10, 2 3/8" THICK FIBERBOARD (WATCHDOG OR EQUAL). SILL PLATE TO OVERHANG FOUNDATION BY 1 1/2" TO ALIGN FOUNDATION INSULATION WITH 1/2" SHEATHING ABOVE. A GROUND BREAKER PRODUCT WILL BE USED TO TRANSITION FINAL GRADE TO SIDING MATERIAL 2x8 STUD FRAMED WALLS AT LOOKOUT REAR/SIDE RETURNS AND WALKOUT SIDE RETURNS ALL INTERIOR WALLS ARE 3 1/2", UNLESS NOTED OTHERWISE ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVEL TO BEAR ON FOUNDATION, INSTALL BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD DISTANCE FROM T.O. FOOTING TO T.O. FOUNDATION WALL TO BE 8'-4" FOR 8' BASEMENT EXPOSED FLOOR SYSTEM ABOVE UNFINISHED AREAS TO MEET R501.3 FIRE PROTECTION REQUIREMENTS SEE FLOOR SYSTEM LAYOUTS FOR SIZE & SPACING REQUIREMENTS PE R P L A N RIM BOARD (BY MFG.) 1/2" EXT. SHEATHING R-10 EXT. FDN. INSUL. ABOVE GRADE 8" 2" CERTI STUD WATERPROOFING REQ'D. AT TOP FDN. WALL 2X8 SILL PLATE W/ ANCHOR BOLT NO CANT.) HOUSE BASELINE DIM. NOTE: NO R-5 INSUL. REQ'D. AT FULL BSMT. 2X6 STUDS @ 16" O.C. R-20 SPRAY FOAM INSUL. (MIN) NOTE: POSSIBLE BLOCKING AT POINT LOAD AREAS CANTED I JOIST (1 1/2") XP BOARD FOUNDATION SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS AT LEAST 6" FLOOR SYSTEM PER PLAN WATERPROOFING R-10 EXT. FDN. INSULATION TOP GUN DRAIN BOARD BELOW GRADE MEETS ASTM C612 1A-18, TYPICAL FOR ALL NOTED LOCATIONS 4" WEEPS EVERY 6' 20"x8" CONC. FOOTING TYPICAL, U.N.O. 4" CONC. SLAB VAPOR BARRIER 8" D. RADON ROCK FLOOR SYSTEM PE R P L A N RIM BOARD (BY MFG.) 1/2" EXT. SHEATHING R-10 EXT. FDN. INSUL. ABOVE GRADE 8" 2" CERTI STUD R-20 SPRAY FOAM INSULATION WATERPROOFING REQ'D. AT TOP FDN. WALL 2X8 SILL PLATE W/ ANCH. BOLT 1 1/2" CANT. HOLD IN 1 1/2" TO HOUSE BASELINE DIM. NOTE: NO R-5 INSUL. REQ'D. AT FULL BSMT. 2X6 STUDS @ 16" O.C. ALIGN W/ FOUNDATION WALL. 2X6 FILLER XP BOARD PER PLAN FOUNDATION SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS AT LEAST 6" WATERPROOFING R-10 EXT. FDN. INSULATION TOP GUN DRAIN BOARD BELOW GRADE MEETS ASTM C612 1A-18, TYPICAL FOR ALL NOTED LOCATIONS 4" WEEPS EVERY 6' 20"x8" CONC. FOOTING TYPICAL, U.N.O. 4" CONC. SLAB VAPOR BARRIER 8" D. RADON ROCK TREATED 2x10 BACK TO ALLOW HOLD FNDTN. WALL FOR 2x BLOCKING 8" 8" RE V I S E D RE V I S E D RE V I S E D DA T E DR A W N B Y SHEET: PN: PR O J E C T A D D R E S S DE V E L O P M E N T OW N E R TITLE: BLOCK NO. LOT NO. ADDITION NO. A2 SCALE:A2 1 FOUNDATION PLAN 1/4" = 1'- 0" SCALE:A2 1B WALKOUT FOUNDATION PLAN 1/4" = 1'- 0" SCALE:A2 1A LOOKOUT FOUNDATION PLAN 1/4" = 1'- 0" SCALE:A2 6 WALKOUT DETAIL 3/4" = 1'- 0"SCALE:A2 7 BEARING WALL 3/4" = 1'- 0"SCALE:A2 8 DETAIL AT STOOP 3/4" = 1'- 0" SCALE:A2 9 NON-DROP'D GARAGE/COMMON WALL 3/4" = 1'- 0" SCALE:A2 2 FULL FOUND./REAR WALL DTL. 3/4" = 1'- 0" SCALE:A2 4 EGRESS WELL DETAIL 3/4" = 1'- 0" SCALE:A2 5 LOOKOUT DETAIL 3/4" = 1'- 0" SCALE:A2 3 FULL FOUND./SIDE WALL DTL. 3/4" = 1'- 0" SCALE:A2 10 REAR WALL CORNER DTL. 3/4" = 1'- 0" R & S PE D TR TP 26 6 8 4) SHELVES 2468 3/0x8/0 SRO 2868 20 6 8 3/0 DR W/ 14" SIDELITE 3/0x6/0-2 SH R S 5/0x8/0 SRO 3 A4 2 A4 4 A4 3 A4 2 A4 18'-6" 50'-0" 2x 6 W A L L 2x 6 2x6 WALL 4/0x6/0SH4/0x6/0 SH 4) 2x6 2'-0" 2" 2' 0 CONC. INSET STEP 7" R/12" TR/42" W 6'-0" 8'-0" CANT. ABV. 24"x24"x36" STONE PIER W/ 12" BOX COLUMN ABV. 2'-0"5'-10 1/2" 9'-4"3'-2" 2x6 WALL 2) 2x6 J. 3) 2x6 K. 2) 2x6 3 2 x 6 2) 1 3/4"x7 1/4" LSL (DR) T.O.R.O. @ 7'-0" 3/0x3/6 SH 10" O.H. 2068 DW WINDOW FALL PROTECTION 2/ 0 x 3 6 S H T. O R O @ 7 0 DN 1 5 R UP 1 6 R 6/0x6/8 PATIO DR OPEN CANT. ABV. 2868 20 MIN. DR.R S WOOD STEPS VO I D CENTRAL RETURN OR VOID-PER SPEC'S 12 1 0 3 4 4' 8 1 2 4' 1 0 3 4 3' 1 1 20 1 24 0 22 0 46 0 2'-8" 45° 11'-0" 40'-0" 12'-0"10'-0"7'-0" 10'-0" 50'-0" 2'-4" CANT 3' 2 16 1 0 5 1 2 5 1 2 32 0 12 0 17 3 3 4 13 3 3 4 6' 0 6' 0 46 0 3'-2"3'-4" 5'-0"3'-6" 3' 6 4'-8 3/4"3'-5 1/4" 4' 4 3 4 3' 0 1 2 2' 0 5' 3 3 4 3' 1 1 1 4 13 4 1 2 2' 0 8'-5 1/2"5'-1 1/2"11'-6 1/2"6'-6"4'-4 1/2" 2' 0 2' 0 1'-7"9'-11 1/2" 12" 5 1/2"5 1/2" 5 1/2" 10 2 1 4 5 1/2" 5 1/2" 5 1 2 5 1 2 14'-6 3/4" 5 1/2" 5 1 2 2" FLR BRK 2x6 HALF WALL W/ WD. CAP PO C K E T 8/ 0 H I G H S R O FL O O R B R E A K RE F R 5' 9 1 2 T O V E N T FR O M F R A M I N G GREAT ROOM DINETTE KITCHEN PWDR. PANTRY CLST. FLEX ROOM FOYER PORCH CONCRETE CL 8' CEILING** 8' 8 OP T I O N A L F I R E P L A C E L O C A T I O N SE E F 1 F 2 F O R D E T A I L S OPTIONAL FILL-IN WALLS ADD (2) 2068 10 LITE DRS 2) 1 3/4"x7 1/4" LSL (DR) 4) 2x6 2) 2x6 J. 3) 2x6 K. 2) 2x6 NOTE: 5/8" TYPE 'X' GYP. BOARD AT GARAGE CEILING AND 1/2" GYP. BOARD AT ALL GARAGE WALLS 16'x8' O.H. GARAGE DOOR 4 A4 11'-6" 8'x8' O.H. GARAGE DOOR 20'-0" 1'-1114" 31'-6" 20 0 SEALED 22x30 ATTIC ACCESS 16'-1 1/2"1'-1114"1'-1114"8'-1 1/2"1'-514" 5 1 2 CONC. FLOOR GARAGE 3 2 x 6 PO C K E T 2 1 3 4 x 7 1 4 LS L D R 2' 0 2) 2x6 STRUCTURAL GABLE END ROOF TRUSS ELECTRICAL PANEL SECONDARY LOCATION 3' 0 2) 2x10 2) 2x8 TRUSSES 9 1 2 I J O I S T 1) 9 1/2" LSL-FL 9 1 2 I J O I S T 5 1/2" 2 2 x 6 2 2 x 6 CA N T I L E V E R E D J O I S T CA N T I L E V E R E D J O I S T CA N T I L E V E R E D JO I S T 3 9 1 2 L S L F L 2) 9 1/2" LSL-DR 3) 2x4 2 2 x 6 1/2" GYP. BD. EXTENDS TO CONC. SLAB CA N T I L E V E R E D J O I S T 2) 9 1/2" LSL-CONT. 2) 9 1/2" LSL 2) 2x10 3) 2x10 (DR) 2 2 x 6 2 2 x 6 3'-2 1/2"3'-2 1/2" 2x4 LEDGER w/ 2) ROWS 12d NAILS AT 16" O.C. DBL. RIM BRD. ACROSS STAIRS, SHEATH w/ SUBFLR. MUDRM. SEE E/SD-2 FOR PORTAL WALL DETAIL 2) 2x12 CONT. FOR D3 ELEVATION CHANGE TO (2) 1 3/4"x11 7/8" LVL FOR D3D ELEVATION 2) 2x6(2) 2x6 2) 2x12 CONT. FOR D3 CHANGE TO (2) 1 3/4"x11 7/8" LSL CONT. FOR D3D 4x4 P.T. POST FASTEN BEAM TO POST w/ (4) 0.235"x6" LONG SIMPSON SDWC SCREWS SEE DETAIL J/SD-1 2) 2x8 STONE VENEER w/ 2' RETURN 3 2 x 6 STRUCTURAL GABLE END ROOF TRUSS 3/0x5/0-2 SH WA S H E R DR Y E R 28 6 8 60" VANITY R& S 20 6 8 2668 60 V A N I T Y 24 6 8 FL R B R K SH 3 4 6 0 2668 FLR BRK 2668 2668 3/0x5/0-2 SH 3/0x5/0 SH 3/0x5/0 SH DN 1 6 R 36" H. WALL W/ WD. CAP 42 H W A L L W W O O D C A P TP TB TP 2068 20 6 8 2668 2668 R&S R&S 2x6 WALL 2/ 4 x 7 0 S R O R& S R& S 2/4x4/0 SH 2/ 0 x 2 0 FI X E D 2/0x2/0-2 FIXED 2 A4 3 A4 2 A4 4 A4 WINDOW FALL PROTECTIONWINDOWFALLPROTECTION WINDOW FALL PROTECTION WINDOW FALL PROTECTION WI R E S H E L F @ 6 4 A F F 2x 6 W A L L TB FL R B R K FL R B R K 22x30 ATTIC SKTL. 32 x 6 0 W S H R&S R& S 40 6 8 B I P A S S 3 A4 4 A4 13'-6"12'-2"14'-4" 40'-0" 5'-10"7'-8" 2'-534" 6'-1"6'-1"6'-10"7'-6" 34 0 2' 0 CA N T 10 1 0 3 4 10 8 3 4 2' 0 CA N T 36 0 10 4 3 4 5' 1 0 1 2 5' 0 5' 5 4'-4 3/4"6'-2 3/4" 5' 3 3 4 2' 4 3 4" 9' 8 1 2 10'-8 3/4" 3'-3 1/2" 45° 3'-1" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 5 1 2 5 1 25 1 2 5 1/2"8'-4 3/4"5'-4 1/4"6'-4 1/2"3'-212"3'-212" 4' 4 3 4 12'-0"6'-6"21'-6" 40'-0" 6'-0"6'-0"3'-3"3'-3"18'-1 3/4"3'-4 1/4" 2' 0 22 0 24 0 8' 0 2' 0 CA N T 2' 0 CA N T 36 0 14 4 3 4 8' 4 3 4 3' 1 1 4 5' 0 5 1 2 5 1 2 9' 1 1 4 4'-6" BEDROOM #3 BEDROOM #2 OWNERS SUITE BATH LNDRY CLST CLST BEDROOM #4 BATH OWNERS 5'-1"5'-8 1/2"3'-2 1/2"2'-8 1/2"5 1/2"5 1/2" CLST TR U S S E S TR U S S E S LINEN 4) SHLVS. 2) 2x10 2-PLY GIRDER TRUSS 2-PLY ROOF GIRDER TRUSS ALIGN W/ INTERIOR FACE OF WALL 2) 2x6 6'-0"6'-0" 3) 2x10 TR U S S E S TRUSSES 2) 2x6 2) 2x6 2) 2x8 2) 2x6 5' 9 2 2 x 6 2 2 x 6 2 2 x 6 2 2 x 6 TRUSSES 2 2 x 6 GENERAL NOTES: FIRST FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.) T.O. FIRST FLOOR WINDOWS TO BE FRAMED AT 7'-11" (U.N.O.) SECOND FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.) T.O. SECOND FLOOR WINDOWS TO BE FRAMED AT 6'-11" (U.N.O.) ALL EXTERIOR HOUSE WALLS TO BE 2x6 @ 16" O.C. (U.N.O.) GARAGE/HOUSE COMMON WALLS TO BE 2x6 @ 16" O.C. (U.N.0.) GARAGE WALLS TO BE 2x4 @ 16" O.C. (U.N.O.) INSTALL 5/8" FIRECODE GYPSUM BOARD ON ALL GARAGE CEILINGS AND ADJOINING HOUSE WALLS ALL INTERIOR HOUSE WALLS TO HAVE 1/2" GYPSUM BOARD, ALL HOUSE CEILINGS TO HAVE 5/8" FIRECODE GYPSUM BOARD INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING & BEARING WALLS PER PLAN (U.N.O.) ALL INTERIOR WALLS FRAMED @ 16" O.C. WINDOW AND DOOR HEADERS TO BE (2) 2x10 (U.N.O.) ALL ANGLED WALLS ARE 45 DEGREES (U.N.O.) ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVEL TO BEAR ON FOUNDATION, INSTALL BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.) S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHT PER PLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0") FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THE SPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATE ELECTRICAL OR GAS HOOK-UP REQUIREMENTS FOR EACH REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUND MATERIALS REFER TO SPECIFICATION INFORMATION & CABINET SHOP DRAWINGS FOR KITCHEN & BATH CABINET LAYOUT, SIZES & FEATURES PER CABINET SUPPLIER ALL BATHROOM FANS TO BE VENTED TO EXTERIOR TOWEL BARS MOUNTED AT 54" AFF, TOILET PAPER HOLDERS MOUNTED AT 24" AFF ALL PANTRY & LINEN CLST'S. TO RECEIVE WIRE SHELVING, (U.N.O.) ALL CLOSETS TO RECEIVE (1) ROD & (1) WIRE SHELF (U.N.O.) ALL WASHERS ON LEFT SIDE, ALL DRYERS ON RIGHT SIDE AT ALL BATHROOM VANITIES, INSTALL WOOD STUD FRAMING SO ELECTRICAL OUTLET IS CENTERED ON VANITY. PE D26 6 8 20 6 8 2'-8" 10" O.H. DW OVEN 3 3 L LL L L L U.C.L.U.C.L. FLR BRK U. C L U. C L GAS RE F R 5' 9 1 2 T O V E N T FR O M F R A M I N G ELEC. R.I. TO JUNCTION BOX FOR FUTURE OUTLET INSIDE CABINET GOURMET KITCHEN PANTRY CL G PMPM PM PM 8' CEILING** NOTE: WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE WITH R312.2.1 GFIP GFIP L L 3'-1" 4'-8" 24 6 8 FL R B R K 2668 TP TB FLR BRK BATH OWNERS FRAMELESS GLASS SHOWER ENCLOSURE 34" x 60" ACRYLIC PAN w/ TILED WALLS TO CEILING TILED NICHE: 14 14" x 22 12" INSTALL VERTICALLY, AT 48"H TO CENTER SH 3 4 6 0 EXTEND WALL TILE 2" PAST GLASS SHOWER FRAME ALL SHOWER SURROUNDS AND TUB/SHOWER SURROUNDS ARE TO BE NON-ABSORBENT SURFACE PER R307.2 ALL WINDOWS NOTED FOR FALL PROTECTION WILL ALSO BE PROVIDED WITH WINDOW OPENING CONTROL DEVICE PER R312.2 SLIDING GLASS DOOR MORE THAN 7 3/4" ABOVE EXTERIOR GRADE AND WITHOUT AN EXTERIOR LANDING OR STAIRS SHALL BE PROTECTED WITH A GUARDRAIL SYSTEM PER MNRBC R312.1.1 OR BE BLOCKED TO RESTRICT OPENING TO LESS THAN 4" PER MNRBC R312.1.3. EGRESS WINDOWS AS REQ'D PER MNRBC R310 ROCHESTER, MN ADDITIONAL NOTES: RE V I S E D RE V I S E D RE V I S E D DA T E DR A W N B Y SHEET: PN: PR O J E C T A D D R E S S DE V E L O P M E N T OW N E R TITLE: BLOCK NO. LOT NO. ADDITION NO. A3 SCALE:A3 1 MAIN FLOOR PLAN 1/4" = 1'- 0" SCALE:A3 2 UPPER FLOOR PLAN 1/4" = 1'- 0" SCALE:A3 OPT1 GOURMET KITCHEN OPT. 1/4" = 1'- 0"SCALE:A3 OPT2 LUXURY BATH OPT. 1/4" = 1'- 0" 25/32" OSB SUBFLOOR 8" POURED CONC. WALL WATCH DOG" WATERPROOFING FDN. WALL CONST. RIM CONST. - R-20 MIN. 2x8 TR. SILL PLATE W/ A.B. 25/32" OSB SUBFLOOR VAPOR BARRIER R-49 BLOWN INSULATION 5/8" DRYWALL CEILING, TYP. CEILING MANUF. TRUSSES 24" O.C. 12 PER PLAN BATT INSULATION (R-20 MIN.) 2x6 TOP & BOTTOM PLATES 1/2" DRYWALL INTERIOR W/ 4 MIL. POLY 7/16" OSB SHEATHING, TYP. VAPOR BARRIER 2x6 STUDS @ 16" O.C. WALL CONST. SIDING PER SPEC LEVEL HOUSE WRAP R-20 SPRAY FOAM INSULATION RIM CONST. - R-20 MIN. 7/16" OSB SHEATHING, TYP. BATT INSULATION (R-20 MIN.) 2x6 TOP & BOTTOM PLATES 1/2" DRYWALL INTERIOR, TYP. 11 7/8" RIMBOARD HOUSE WRAP VAPOR BARRIER 2x6 STUDS AT 16" O.C. ROOF CONST. ASPHALT SHINGLES PER SPECS. WATERGUARD ICE BARRIER AT EAVES WALL CONST. SIDING - MATERIAL PER SPEC LEVEL 7/16" OSB SHEATHING INSUL. CHUTES/EA. TRUSS SPACE 15# FELT 2x6 SUBFASCIA 7/16" OSB SHEATHING R-20 SPRAY FOAM INSULATION 11 7/8" RIMBOARD (NOTE: SEE SHEET 7/16" OSB SHEATHING INSTALL WINDWASH APPROX. GRADE NOTE: CANTILEVERS TO HAVE MIN. R-30 INSUL. IN FLR. CAVITY 2" CERTI-STUD INSUL (R-10) 2 3/8" "WATCHDOG" (R-10) CANT. I JOIST 1 1/2", W/ STD. RIM ADD SQUASH BLOCKS @ ALL POINT LOAD LOCATIONS A2 FOR SIDE WALL / REAR WALL DTLS.) ADD INVERTED HANGER AT REAR WALL. XP BOARD TO GRADE SOFFIT & FASCIA-MTRL. PER SPEC. LEVELSHALLEXTENDTOTHEB.O. THE TOP CHORD OF TRUSS EXTERIOR SHEATHING AS A RIDGED WIND WASH EAVE BAFFLE, MOISTURE BARRIER TO TERMINATE AT THE SAME LOCATION 11 7/8" LSL FLOOR SYSTEM ST D E N E R G Y HE E L H T MI N 6 11 7/8" I-JOIST FLOOR SYSTEM WINDOW FALL PROTECTION TO WITH R312.2.1 BE PROVIDED IN ACCORDANCE WINDOW FALL PROTECTION TO WITH R312.2.1 BE PROVIDED IN ACCORDANCE O/ 8" DEEP RADON ROCK BASE O/ 6 MIL POLY - LAPPED 12" 4" CONCRETE SLAB CRUSHED STONE TO EXTEND 6" ABOVE FTG. AND 1'-0" MIN. BEYOND OUTSIDE EDGE OF FTG. CRUSHED STONE COVERED W/ AN APPROVED FILTER MEMBRANE MATERIAL CONC. FOOTING (5,000 PSI MIN.), SEE STRUCT. FOR SIZE 4" WEEP TUBES EVERY 6" REFER TO ROOF PLAN FOR ROOF PITCH AND OVERHANGS 24'-0" T.O. SUBFL. T.O. FOUND. T.O. PLATE T.O. SUBFL. T.O. PLATE 1' 2 1 8 9' 1 1 8 10 1 4 8' 1 1 8 T.O. FOOTING 8' 4 9 1/2" I-JOISTS 2'-0" CANT 8'-0" T.O. SUBFL. T.O. HEADER 9' 1 1 8 4'-10" 3' 0 11 7/8" LSL BEDROOM 4 BEDROOM3CLOSETCLOSET FLEX ROOM GREAT ROOM MECHANICAL BASEMENT 42" MIN. CODE DEPTH FDN. AT STOOPS, DEEPER DEPTH MAY BE REQ'D PER CITY OR SITE CONDITIONS) REFER TO ROOF PLAN FOR ROOF PITCH AND OVERHANGS 4'-10" 9 1/2" I-JOISTS T.O. SUBFL. T.O. FOUND. T.O. PLATE T.O. SUBFL. T.O. PLATE 1' 2 1 8 9' 1 1 8 10 1 4 8' 1 1 8 T.O. FOOTING 8' 4 24'-0" 3' 0 2'-0"8'-0" 11 7/8" LSL BEDROOM2CLOSET GREAT ROOM MECHANICAL BASEMENT FOYER LIN 42" MIN. CODE DEPTH FDN. AT STOOPS, DEEPER DEPTH MAY BE REQ'D PER CITY OR SITE CONDITIONS) REFER TO ROOF PLAN FOR ROOF PITCH AND OVERHANGS 24'-0" 9 1/2" I-JOISTS T.O. FOUND. 10 3 1 4 T.O. SUBFL. T.O. FOUND. T.O. PLATE T.O. SUBFL. T.O. PLATE 1' 2 1 8 9' 1 1 8 10 1 4 8' 1 1 8 T.O. FOOTING 8' 4 20'-0" 11 7/8" LSL DINETTE BASEMENT GARAGE OWNERSSUITEHOUSEWRAPCUTTINGPATTERN 1 2 CUT HOUSE WRAP PER DIAGRAM. CUT UPPER FLAP AT 45 FLASHING UNDER HEAD INSTALL WINDOW INSTALL 4" JAMB STRIPS OVER INSTALLED WINDOW HOUSE WRAP FOLD UPPER FOLD TAPE OVERCUT OVER HEAD STRIP. DROP UPPER FOLD TO SETTING WINDOW APPY CAULK BEHIND TOP & SIDE FINS PRIOR HOLD UPPER FOLD OUT UNTIL FINAL STEP INSTALL, FOLD SIDE AFTER 9" FLASHING HOUSE WRAP FLAPS OVER FLASHING AND TRIM / FASTEN TAPETAPE UNDER WRAP. INSTALL DRIP CAP DOWN EACH SIDE. BEND CORNERS 3 4 5 8 6 7 9 SEAMS & DRIP CAP ALL FLASHING TAPE TO BE APPLIED WITH A SQUEEGEE** FOLD IS DROPPED ONCE THE UPPER DOWN APPLY 9" FLASHING TAPE TO SILL, THEN APPLY ADD'L. FLASHING TAPE ON TOP OF SILL TAPE & EXTEND 6" UP JAMBS ON BOTH SIDES OF R.O. INSTALL 4" HEAD STRIP UNDER THE UPPER HOUSE WRAP FOLD, AGAINST THE SHEATHING / OSB LENNAR WILL INSTALL A "PASSIVE RADON READY" SYSTEM. ALL BASEMENT SLABS WILL HAVE A MIN. 4" THICK CLEAN AGGREGATE, 3/4" IN SIZE, COVERED BY 6 MIL POLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR PUNCTURES WILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BE SEALED USING POLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPENINGS. ALL SUMP BASKETS WILL HAVE SEALED LIDS. LENNAR WILL INSTALL A 3" GASTIGHT PVC PIPE, AND WILL BE CONNECTED TO THE DRAIN TILE SYSTEM. USING A "T" FITTING, INTO THE DRAIN TILE SYSTEM. WE WILL USE THE SHORTEST ROUTE TO EXIT THE ROOF SYSTEM, WITH A MAX. OF (2) 90 DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILL BE INSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED "RADON GAS VENT SYSTEM" AT ALL ACCESSIBLE LOCATIONS. ALSO, ALL RADON PIPES WILL BE LABELED AT ALL FLOORS FOR FUTURE REFERENCE. AT ROOF EXIT LOCATIONS, WE WILL MAINTAIN A 10' DISTANCE TO ANY WINDOW LOCATION, 2' BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THE LOCATION OF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANY OBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY. LENNAR WILL INSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUST FAN ADDITION. RADON NOTE: RE V I S E D RE V I S E D RE V I S E D DA T E DR A W N B Y SHEET: PN: PR O J E C T A D D R E S S DE V E L O P M E N T OW N E R TITLE: BLOCK NO. LOT NO. ADDITION NO. A4 SCALE:A4 2 SECTION 1/4" = 1'- 0" SCALE:A4 1 TYP. WALL SECTION 3/8" = 1'- 0" SCALE:A4 5 HOUSE WRAP DETAIL AT WINDOW N.T.S. SCALE:A4 4 SECTION 1/4" = 1'- 0" SCALE:A4 3 SECTION 1/4" = 1'- 0" DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLOURESCENT LIGHT FIXTURE EXHAUST FAN CHIMES SMOKE DETECTOR - HARDWIRED / INTERCONNECTED THERMOSTAT ELECTRIC PANEL PC WP ELECTRICAL KEY DUPLEX OUTLET (GROUND FAULT PROTECTED) GFIP ELECTRIC VEHICLE CHARGER ROUGH-IN (OPTIONAL) LEDFIXTUREL EVC T CM SD CH PLUGMOLDPM 3 4 CARBON MONOXIDE DETECTOR-HARDWIRED/INTERCONNECTED LOW VOLTAGE PANEL-BOTTOM OF PANEL SET AT 42" AFF AND HEATING PIPE LOCATIONS AND WOOD FRAMING MEMBERS 1. THIS ELECTRICAL PLAN MAY VARY DEPENDING UPON PLUMBING SUCH AS JOISTS, TRUSSES AND STUDS. GENERAL NOTES ELECTRICAL AND/OR GAS HOOK-UP REQUIREMENTS, THIS INCLUDES 2. REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCE BUT IS NOT LIMITED TO WASHER, DRYER, RANGE/COOKTOP, MICROWAVE, OVEN AND/OR ADVANTIUM (WHERE APPLICABLE), DISHWASHER AND REFRIGERATOR. 5. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: REQUIREMENTS OF ALL GOVERNING CODES. AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE 4. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. TELEVISION.........14" TELEPHONE........14" OUTLETS.............14" SWITCHES...........42" AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 3. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS FIXTURES PER SPECIFICATION LEVEL. 6. KITCHEN ISLAND PENDANT LIGHTS TO BE CHANGED TO LED GFIP 3 3 3 3 GFIP 3 3 UP TO FIXTURE SD 3 DN TO FIXTURE GFIP NOTE: 20 AMP DEDICATED CIRCUIT FOR (3) OUTLETS AT GARAGE GFIP (WP) DW L L LL L L L L L 3 3 OPEN GFIP (WP) 3 3 3 VO I D CENTRAL RETURN OR VOID-PER SPEC'S L L L L 3' 6 4' 6 L EVC L L L L GAS RE F R ELEC. R.I. TO JUNCTION BOX FOR FUTURE OUTLET INSIDE CABINET CH T G OU T L E T @ 6 0 A F F W I T H O U T FI R E P L A C E O R P E R F R A M I N G DE T A I L O N F 1 W F P O P T I O N OP T I O N A L F I R E P L A C E L O C A T I O N SE E F 1 F 2 F O R D E T A I L S SEALED 22x30 ATTIC ACCESS CLG. MNT. FOR G.D.O. CLG. MNT. FOR G.D.O. LL GFIP ELECTRICAL PANEL SECONDARY LOCATION GAS SD GFIP SD GFIP GFIP SD SD SD CM R.I. FAN W/ LIGHT 3 3 DN TO SWITCH L L L L L L 22x30 SKTL. ATTIC L L L L 32 x 6 0 W S H L BEDROOM #3 BEDROOM #2 OWNERS SUITE BATH LNDRY CLST CLST BEDROOM #4 BATH OWNERS 1) OUTLET AT 60" A.F.F. CLST 3 CM H.B. GFIP (WP) OPEN FURN W.S. R.I. GFIP SH 3 4 4 8 H.B. UP TO SWITCH SD L AI R EX C H G 3 FOUNDATION NOTE: 8'-4" POURED WALLS 8'-1 1/2" CLG. HGT. CLG. HGT. MAY VARY PER MECHANICAL CLG. MT. W. H TA N K L E S S H.B. A/C ELECTRICAL PANEL PRIMARY LOCATION RE V I S E D RE V I S E D RE V I S E D DA T E DR A W N B Y SHEET: PN: PR O J E C T A D D R E S S DE V E L O P M E N T OW N E R TITLE: BLOCK NO. LOT NO. ADDITION NO. A5 NOTE: SEE FLOOR PLAN SHEETS PANEL FOR OPTIONS SCALE:A5 1 MAIN FLOOR ELECTRICAL PLAN 1/4" = 1'- 0" SCALE:A5 3 FOUNDATION ELECTRICAL PLAN 1/4" = 1'- 0" SCALE:A5 3A WALKOUT FOUNDATION ELECTRICAL PLAN 1/4" = 1'- 0" SCALE:A5 2 UPPER FLOOR ELECTRICAL PLAN 1/4" = 1'- 0" HEADER 1/2" GYPSUM BD. 1/2" GYPSUM BD. WI N O P N G 2x6 HEADER PLATE INSULATE 1 1/4" RIM BOARD 2x6 DOUBLE TOP PLATE 2x6 SILL PLATE SUBFL. INSULATE 2" SPRAY 6' 1 1 T O T.O. WIN. R.O. SU B F L A T 8 C L G 7' 1 1 T O SU B F L A T 9 C L G 1x2 AT EA. SIDE OF WINDOW OPENING SHEATHING FOAM INSUL. FLOOR SYSTEM PER PLAN 1/2" GYPSUM BD. TRUSS BTM. CHORD TOP PLATE DOUBLE WI N O P N G WIN. HDRS. SHEATHING 2x6 HDR. PLATE T.O. WIN. R.O. 6' 1 1 TO S U B F L INSULATE INT/EXT WALL INTERSECTION INTERIOR WALL CORNER 2x6 EXTERIOR WALL 1/2" GYPSUM BOARD 2x6 R.W. 2x4 R.W. 2x 6 E X T E R I O R W A L L 2x2 R.W. INSIDE CORNER OUTSIDE CORNER INSULATE STUD CAVITIES OF ALL CORNERS AND INTERSECTIONS OF OUTSIDE WALLS SIDING 2x 4 I N T E R I O R W A L L 2x4 BACKING AT MID HGT. 2x4 INT. WALL SHEATHING EXT. FIN. MAY VARY PER PLAN) PER PLAN EXT. MAY VARY SHEATHING 9'-0" PLYWD. ALUM. SOFFIT W/ALUM. 2 x 6 SPF 7/16" OSB SHEATHING GABLE END TRUSS WHERE APPL.) 2x6 FOR LOOK OUTS USE SCRAP 2x4 OR NOTE: ENG'D FASCIA DIM. 2x 4 I N T W A L L BOARD 1/2" GYPSUM 5/8" GYPSUM BD.2x4 DOUBLE TOP PLATE 2x6 BACKING BOTTOM CHORD OF TRUSS IN T W A L L 2x2 NAILER 3/4" PLYWOOD 1/2" GYP. BD. FIRE STOP 5/8" GYP. BD. I-JOIST DOUBLE TOP PLATE PER PLAN 5/8" GYP. BD. 1/2" GYP. BD. PER PLAN HANGER 2) MICROLAM BEAMS HANGER 1/2" GYPSUM BD. SUBFLOOR NOTE: FOLLOW MFG'S NAILING PATTERN FOR HANGER FLOOR SYSTEM PER PLAN FLOOR SYSTEM PER PLAN FLOOR SYSTEM PER PLAN 1/2" GYPSUM BD. SUBFLOOR 2) 2 x HEADERS 1/2" OSB DOUBLE TOP PLATE SILL PLATE SILL/ TILT TO OUTSIDE HEADER 1) 2x6 TRIMMER U.N.O. VA R I E S 8' 1 1 8 o r 9 1 1 8 T Y P I C A L VA R I E S 6' 1 1 O R 7 1 1 M A I N F L O O R 6 1 1 2 N D F L R R O R.O.) ON FLOOR PLAN REFER TO PLAN) FOR WATER DRAINAGE RUN TRIMMERS TO BOTTOM OF HEADER SEE PLAN) BOTT. PL. 10" 2x12 STRINGERS 3' 0 10" 7 3 4 M A X 3) 2x12 STRINGERS 5/8" TYPE "X" GYP. AT ENCLOSED USABLE SPACE (TYPICAL) UNLESS NOTED OTHERWISE IN CONSTR. WORK ORDER PARTICLE BOARD TREADS & RISERS 3 6 1/2" W. x 3/4" T. WOOD CAP 5/8" TYPE "X" GYP. AT ENCLOSED USABLE SPACE (TYPICAL) ALLOW 6'-8" MIN. HEADROOM NOTE: REFER TO SELECTIONS FOR REFER TO PLAN OR WORK ORDER FOR RAIL AND FINISH TYPE(S) NOTE: THIS DETAIL IS FOR FRAMING PURPOSES ONLY 4" MAX.RAIL TYPE 3/4" PLYWOOD 1 1/4" RIMBOARD SUBFLOORFACEOFRISER 3/4" PLYWOOD 1 1 4" 7 3 4 M A X 11 1 4"FLOOR SYSTEM PER PLAN MAX. MAX. 1 1 4" 11 1 4" MAX. MAX. CONTINUOUS HANDRAIL TO BE PROVIDED PER MNRC R311.7.8 2x4 TO EXTEND 1 1/2" BEYOND 2x AT EA. END CAULK NOTE: 5 DEG. 2 x W/BEV. TOP Z" FLASHING SMOOTH FINISH 2x4 EXT. FINISH PER PLAN SEE PLAN VA R I E S RO U G H O P E N I N G ROUGH OPENING SUBFLOOR CRIPPLE HEADER PLATE DOUBLE TOP PLATE 9' 1 1 8 O R 8 1 1 8 T Y P I C A L STUDS NOTE: THIS DETAIL IS FOR FRAMING PURPOSES ONLY, REFER TO SPEC'S. BOX NEWEL STARTER 1 3/4" RIM BD. 1/2" GYP. SUBFLR. PER PLAN FLR. SYSTEM 3' 0 FR O M F I N F L R FOR RAIL & FINISH TYPES TREAD POST STONE CAP OR ROWLOCK BRICK FLASHING - CONT. CAULK SHEATHING 15# FELT 1" AIR SPACE STUD WALL SIDING PER PLAN SLOPED TO DRAIN SHEATHING ON CEDAR 5/4x BLOW UP DETAIL 1 1/8"CAULK Z" FLASHING Z" FLASHING 4" MI N I M U M FINISH MTR'L. PER PLAN PER PLAN CAULK 2x FRAMING FINISH MTR'L. PER PLAN WATER RESISTIVE BARRIER WIN. UNIT DIM. 1 4" WIN. ROUGH OPENING SHEATHING WINDOW UNIT GYPSUM SPRAY FOAM SIDING TRANS. INSULATION TRIM STONE/BRICK CAP SLOPED TO DRAIN FOR STONE CAP) CAULK TO BACK OF SILL SHEATHING 15# FELT 1" AIR SPACE FLASHING - CONT. FLASHING - CONT. FOR BRICK CAP) TO BACK OF SILL 2'-0" 2x6 SPF MIN. ICE BARRIER VERT. TO ROOF W/ BATT 2x6 STUD WALL ON 4 MIL POLY 1/2" GYPSUM BD. SOFFIT SIDING PER PLAN SHINGLES, 15# FELT, 48# BASE, FELT TO OVERLAP SHEATHING TRUSS BOT. CHORD 5/8" GYPSUM BD. I N S U L A T I O N B A F F L E S 4 8 L E N G D T R U S S E S A T 2 4 O C BLOWN INSULATION DBL. TOP PLATE ON 4 MIL POLY ROOF VENTS AS REQUIRED SHEATHING ICE BARRIER 6"MI N HE E L H G T ICE BARRIER TO END THIS POINT NOTE: ICE AND WATER SHIELD TO RUN ENTIRE LENGTH OF ALL VALLEYS 2 ROWS OF 24" TO INSURE COVERAGE PAST PLATE LINE EXTEND SHEATHING 1 1/4" PAST END OF TRUSS FOR 6/12 PITCH ROOF. REDUCE OVERLAP PER STEEPER PITCH TRUSSES. OVERLAP ROOF EDGE 2" W/ FASCIA ICE / WATER SHIELD INSULATION ROOF EDGE 2", TACKED DOWN BY ROOFER TACKED DOWN BY SIDERS 5/8" FIRE-RATED GYP. BOARD EXTERIOR SHEATHING WRB CONT. ON VERTICAL & HORIZONTAL PLANES AT TUCKUNDER, TAPE ALL SEAMS R-20 SPRAY FOAM AT RIM 6" DIA. R-8 INSUL. FLEX-DUCT W/ VAPOR RETARDER, HELD TIGHT TO FLOOR ABV. TYP. EXTERIOR WALL: 2x6 STUD FRAMING W/ R-21 BATT. INSULATION THERMOPAN R-19 MIN. SPRAY FOAM INSUL. PER TABLE R402.1.1 WRB CONTINUOUS ON VERTICAL AND HORIZONTAL PLANES AT TUCKUNDER, TAPE ALL SEAMS TUCKUNDER FLOOR CAVITIES W/O HVAC BLOWN FULL W/ 11-7/8" FIBERGLASS L-77INSULATIONFLR. SYSTEM PER PLAN, I-JOISTS SHOWN, FLR. TRUSS SIMILAR GARAGE HOUSE HOUSE ELASTOMERIC CAULK AT CORNER BY INSULATORS) BLOW W/ 11-7/8" FIBERGLASS L-77 INSULATION 10" 30 MIL PVC MEMBRANE, SEAL ALL SEAMS, CORNERS & EDGES W/ 35 MIL POLYETHYLENE BACKED SYNTHETIC BUTYL RUBBER ADHESIVE MEMBRANE 4" MIN. AT GRADE 2" MIN. AT HARD SURFACE W/ NO FOOTER GRADE MORTAR SCRATCH COAT EXTERIOR SHEATHING CULTURED STONE VENEER 2 LAYERS WRB WIRE LATH MORTAR SETTING BED WEEP SCREED, EXTEND MIN. 1" BELOW TOP OF FND. WALL 2 LAYERS W.R.B. LAPPED OVER WEEP SCREED FR A M I N G H G T O F B O X P I E R P E R P L A N PER PLAN 4" 2) USP B88 CLIPS W/ 3 6 H M O S T C O M M O N W R A I L I N G FINISH WIDTH IS PER PLAN 6) 3/8" x 1" LAG SCREWS TOP RAIL OF RAILING 1/2" OSB SHEATHING INSTALL ICE/WATER SHEILD BEHIND B88 CLIPS 2X6 BACKER AT MID POINT BOTTOM RAIL OF RAILING INSTALL 2x6, CLIPPED FOR FLAT CLG. FINISH GYP. BOARD, FINISH PER PLAN FLOOR SYSTEM PER PLAN 5 1 2" 2x4 STUD WALL 8" M I N PVC SHOWER PAN LINER, DO NOT CUT, EXTEND UP WALL 8" MIN. CEMENT BOARD, OVER LINER CERAMIC TILE WOOD SUBFLOOR GROUT SOLID W/ MORTAR CERAMIC TILE, SLOPED 1" VERTICAL TO DRAIN 2-PIECE SHOWER DRAIN SYSTEM TILE SHOWER WALL & DRAIN DETAIL TILE SHOWER PLATFORM DETAIL CERAMIC TILE W/ BULLNOSED EDGE AT LIP CEMENT BOARD, OVER LINER WOOD SUBFLOOR 2) 2x4 SLEEPERS AT 8" O.C PVC SHOWER PAN LINER, DO NOT CUT. CONTINUE OVER PLATFORM 12" MIN. GROUT SOLID W/ MORTAR CERAMIC TILE, SLOPED 1" VERT. TO DRAIN CERAMIC TILE PLATFORM FLOOR 1'-0" MIN. 3/4" OSB TILE SHOWER CURB DETAIL CEMENT BOARD TILE FLOOR WOOD SUBFLOOR CERAMIC TILE W/ BULLNOSED EDGE BATHROOM SHOWER 2) 2x4 SLEEPERS AT 8" O.C 3/4" OSB CERAMIC TILE W/ BULLNOSED EDGE AT LIP CEMENT BOARD, OVER LINER WOOD SUBFLOOR 2) 2x4 SLEEPERS AT 8" O.C. PVC SHOWER PAN LINER, DO NOT CUT. CONTINUE OVER PLATFORM 12" MIN. GROUT SOLID W/ MORTAR CERAMIC TILE, SLOPED 1" VERT. TO DRAIN CERAMIC TILE PLATFORM FLOOR GLASS SHOWER CURB DETAIL 3 1/2" FRAMELESS GLASS 8" M I N PVC SHOWER PAN LINER, DO NOT CUT, EXTEND UP WALL 8" MIN. CEMENT BOARD, OVER LINER CERAMIC TILE WOOD SUBFLOOR GROUT SOLID W/ MORTAR CERAMIC TILE, SLOPED 1" VERTICAL TO DRAIN 2-PIECE SHOWER DRAIN SYSTEM TILE SHOWER WALL & DRAIN DETAIL TILE SHOWER PLATFORM DETAIL CERAMIC TILE W/ BULLNOSED EDGE AT LIP CEMENT BOARD, OVER LINER WOOD SUBFLOOR 2) 2x4 SLEEPERS AT 8" O.C PVC SHOWER PAN LINER, DO NOT CUT. CONTINUE OVER PLATFORM 12" MIN. GROUT SOLID W/ MORTAR CERAMIC TILE, SLOPED 1" VERT. TO DRAIN CERAMIC TILE PLATFORM FLOOR 1'-0" MIN. 3/4" OSB TILE SHOWER CURB DETAIL CEMENT BOARD TILE FLOOR WOOD SUBFLOOR CERAMIC TILE W/ BULLNOSED EDGE BATHROOM SHOWER 2) 2x4 SLEEPERS AT 8" O.C 3/4" OSB CERAMIC TILE W/ BULLNOSED EDGE AT LIP CEMENT BOARD, OVER LINER WOOD SUBFLOOR 2) 2x4 SLEEPERS AT 8" O.C. PVC SHOWER PAN LINER, DO NOT CUT. CONTINUE OVER PLATFORM 12" MIN. GROUT SOLID W/ MORTAR CERAMIC TILE, SLOPED 1" VERT. TO DRAIN CERAMIC TILE PLATFORM FLOOR GLASS SHOWER CURB DETAIL 3 1/2" FRAMELESS GLASS NON-BEARING N/A 1 FLASHING DETAIL 3"= 1'-0"2 NAILER DET.1"= 1'-0"3 FLUSH BEAM 1"= 1'-0"4 DROP'D. BEAM 1"= 1'-0"5 EAVE/RAKE 1"= 1'-0" 8 STONE SILL DTL. 1" = 1'-0" 1411M. FLR. WIN. HDR. 1" = 1'-0" 12 UPPER FLR. WIN. HDR. 1" = 1'-0" 13 TYP. STUD LAYOUT 1" = 1'-0" 15 DOOR FRAMING 1" = 1'-0" 16 WINDOW FRAMING 1" = 1'-0" 19 RAIL DETAIL 1" = 1'-0" 20 1x2 NAILER @ WINDOW 3" = 1'-0" 21 TRIM DETAIL 3" = 1'-0" 10 PIER W/ RAILING DTL. 3/4" = 1'-0" 6 SOFFIT DETAIL 1"= 1'-0"7 STONE CAP 1"= 1'-0" 18 STAIR FRAMING DETAILS 1/2" = 1'-0" 22 TYPICAL OVERHANG DETAIL 1" = 1'-0" 23 FLOOR ABV. GARAGE INSUL. DETAIL 1" = 1'-0" 24 SERENITY / WALK-IN SHOWER OPTION DETAILS 1 1/2" = 1'-0" 9 STONE VENEER DETAIL 3/4" = 1'-0" 17 UNDER FIN. STAIR DTL 1" = 1'-0" 5'-1" R.O. 5'-11" FRAMED7 1 4 6'-0" FINISHED 9' 0 5'-1" R.O.5" FRAMED 5" FRAMED 1' 6 1' 7 3 4 R. O 5'-11" FRAMED 1/2" DRYWALL FINISH ALLUSION PLATINUM 60 ELECTRIC FIREPLACE 4' 6 T. O O P T M A N T E L 2x8 FRAMING, FLOOR TO CLG 1/2" DRYWALL FINISH OPTIONAL 'OZARK' 62"L. x 8"D. x 5"H. MANTEL SHELF, SEE SELECTIONS 1/2" DRYWALL FINISH BACK TO WALL 5'-1" R.O. 5'-11" FRAMED7 1 4 6'-2" FINISHED STONE 9' 0 5'-1" R.O.5" FRAMED 5" FRAMED 1' 6 1' 7 3 4 R. O 1" APPLIED STONE VENEER 5'-11" FRAMED ALLUSION PLATINUM 60 ELECTRIC FIREPLACE 4' 6 T. O M A N T E L S H E L F 5'-11" FRAMING 1" STONE VENEER 1/2" DRYWALL 2x8 FRAMING, FLOOR TO CLG 1/2" DRYWALL 1" STONE VENEER RETURN TO WALL 1" STONE VENEER 1/2" DRYWALL OZARK' MANTEL SHELF 62"L. x 8"D. x 5"H. 5'-1" R.O. 6'-4" FRAMED7 1 4 6'-6 1/4" FINISHED 9' 0 5'-1" R.O.8" FRAMED 8" FRAMED 1' 6 1' 7 3 4 R. O 6'-4" FRAMED ALLUSION PLATINUM 60 ELECTRIC FIREPLACE 2x8 FRAMING, FLOOR TO CLG 1/2" DRYWALL FINISH 4" TRIM - RETURNED BACK TO WALL 1x8 SHIPLAP w/ MITERED CORNERS RETURNED BACK TO WALL, PAINTED 5/8" SHIPLAP 5' 0 T. O M A N T E L S H E L F OZARK' MANTEL SHELF 62"L. x 8"D. x 5"H. 5'-1" R.O. 1' 7 3 4 R O CEILING RECEPTACLE 1'-4" CL 6' 6 EQ.EQ. CL 1' 6 INSTALL OUTLET ON DED. CIRCUIT NEAR BOTTOM RIGHT OF FP UNIT 2x STUDS, SIZED PER FLOOR PLAN 1'-4" 5'-1" R.O. 5'-11" FRAMED7 1 4 9' 0 5'-1" R.O.5" FRAMED 5" FRAMED 1' 6 1' 7 3 4 R. O 1/2" DRYWALL 5'-11" FRAMED 8mm DEKTON FINISH ALLUSION PLATINUM 60 ELECTRIC FIREPLACE 4' 6 T. O M A N T E L S H E L F 2x8 FRAMING, FLOOR TO CLG 1/2" DRYWALL 8mm THICK DEKTON FINISH 8mm THICK DEKTON FINISH 5'-11" FRAMING 4' 6 DE K T O N S E A M 8mm DEKTON 1/2" DRYWALL 8mm DEKTON 1/2" DRYWALL OZARK' MANTEL SHELF 62"L. x 8"D. x 5"H. TOP OF MANTEL EQ EQ 1'-4"1'-4" CL EQ.EQ. CL CEILING RECEPTACLE 2x 4 2x 4 2x 4 GAS FIREPLACE BOX FRAMING PER PLAN 1/2" DRYWALL FIREPLACE FLUE FIREPLACE BOX 8 1/4" 8 1 2 5 1 2 1 1 2 3/ 4 VERIFY DIST. TO COMBUSTIBLES w/ MANUFACTURER'S SPECIFICATIONS. 24 24 3/ 4 3/4" 4 2 2 6 1x10 TRIMMED 2x4 1x4 3 1/2" 1/2" 1x 6 24 1'-0 1/2" 1'-8" 3'-6" R.O. 1' 4 5'-11" FRAMED FR A M E D 1' 8 1' 1 0 1 2 FI N 1'-2 1/2"1'-2 1/2" 8" MA N T E L 5' 2 SL-7 GAS FIREPLACE R.O. 42" W. x 38 1/4" H. x 16 1/4" D. 7 1/2" FRAMED 912" 2' 1 0 1 2 912" 7 1/2" FRAMED 912"3'-1" 2" APPLIED STONE VENEER 812" 5'-11" FRAMED 912" 5'-6" MANTEL 1/2" REVEAL AT ALL SIDES OF F.P. 4'-8" FACE OF DRYWALL 2" STONERETURN2" STONE RETURN 6'-0" FINISHED 4" 3'-6" R.O. FRAME R.O. FOR F.P. BOX AT 8-7/8" ABOVE FLOOR TO FACE OF DRYWALL TO FACE OF DRYWALL 9' 0 3'- 6 R O 6'- 0 F IN IS H E D 1'- 3 1'- 3 SL-7 GAS FIREPLACE R.O. 42" W. x 38 1/4" H. x 16 1/4" D. 7 1/2" FRAMED 7 1/2" FRAMED 912"3'-1" 5'-11" FRAMED 912" 5'-6" MANTEL 6'-0" FINISHED 1/2" REVEAL AT ALL SIDES OF F.P. FRAME R.O. FOR F.P. BOX AT 8-7/8" ABOVE FLOOR TO FACE OF DRYWALL TO FACE OF DRYWALL VENT LOCATION PER PLAN 4' 3 1 4 4 5 TO F R A M I N G 2" APPLIED STONE VENEER 5' 2 912" 2' 1 0 1 2 912" 812" 9' 0 PA G E D E S C R I P T I O N PAGE NO.: PLAN NO. FIREPLACE FIREPLACES FI R E P L A C E S 1- 1 0 2 0 1 9 IS S U E F O R C O N S T R U C T I O N 12 0 1 2 0 2 5 Q1 2 0 2 6 P L A N R E V I S I O N S 01 2 3 2 0 2 6 RE M O V E D 6 H A R D I E T R I M F R O M F I R E P L A C E E F 5 RE V I S I O N S 4'-1" R.O. 1' 4 5'-11" FRAMED FR A M E D 1' 8 1' 1 0 1 2 ST O N E F I N I S H 512" 5'-4" FINISHED 2" APPLIED STONE VENEER 5'-0" TO FACE OF DRYWALL 2" STONE RETURN 2" STONE RETURN 5'-11" FRAMED 5'-0" FRAMED 7" FRAME R.O. FOR F.P. BOX, 7" ABOVE SUBFLOOR 1/2" REVEAL AT ALL SIDES OF F.P. COSMO 42" GAS FIREPLACE R.O. 49"W x 32 3 4"H x 17 3 4"D 6" 1' 8 59"L. x 8"D. x 5"H. MANTEL SHELF 4' 4 2x4 FRAMING 2" APPLIED STONE VENEER 512"512"512" 1' 2 5" 13" MIN. CLEARANCE TO MANTEL SHELF 9' 0 4'- 1 F R A M IN G R O 6'- 0 F IN IS H E D 4' 3 1 4 5'- 0 51 2 51 2 4" VENT LOCATION PER PLAN 4 5 5'-4" FINISHED 5'-0" TO FACE OF GYP. BD. 2" STONE RETURN 2" STONE RETURN 5'-11" FRAMED 7" COSMO 42" GAS FIREPLACE R.O. 49"W x 32 3 4"H x 17 3 4"D 6" 1' 84' 4 TO F R A M I N G 1' 2 5" 2" APPLIED STONE VENEER FRAME R.O. FOR F.P. BOX, 7" ABOVE SUBFLOOR 1/2" REVEAL AT ALL SIDES OF F.P. 59"L. x 8"D. x 5"H. MANTEL SHELF 13" MIN. CLEARANCE TO MANTEL SHELF 9' 0 9' 0 4'-1" 5'-10" FRAMED 6'-0 1/4" FINISHED 4" TRIM - RETURNED BACK TO WALL 1012"1012" 1x8 SHIPLAP w/ MITERED CORNERS RETURNED BACK TO WALL, PAINTED 7" FRAME R.O. FOR F.P. BOX AT 7" ABOVE FLOOR COSMO 42" GAS FIREPLACE R.O. 49"W x 32 3 4"H x 17 3 4"D 6" 1' 8 59"L. x 8"D. x 5"H. MANTEL SHELF 4' 4 1' 7 13" MIN. CLEARANCE FROM TOP OF HOOD TO MANTEL SHELF FR A M E D 1' 8 1' 9 1 8 FI N 5'-10" FRAMED 5'-11" FACE OF DRYWALL 5 8" SHIPLAP RETURNED 5 8" SHIPLAP RETURNED 4'-1" R.O.1012"1012" 2x 4 FR A M I N G 1/2" REVEAL AT ALL SIDES OF F.P. HARDIE 6" TRIM, PAINTED 2' 5 1 8 MA N T E L 3'-11"712"712" 5'-2" 5 3 4 2' 1 0 1 4 5 1 4 3' 9 1 4 IN S I D E O F S U R R O U N D INSIDE OF SURROUND OUTSIDE OF SURROUND 4' 9 OU T S I D E O F S U R R O U N D TILE TO TILE 1' 8 5'-11" FRAMING) FR A M E D SL-7 GAS FIREPLACE R.O. 42" W. x 38 1/4" H. x 16 1/4" D. 2x 4 FR A M I N G 2' 2 1 2 MA N T E L 3'-6" R.O.1'-212"1'-212" 1/2" DRYWALL FINISH 5'-10" MANTEL 1/2" DRYWALL FINISH RETURNED BACK TO WALL 6'-0" FINISHED 5"5" PORCELAIN SURROUND 9' 0 3'-11"712"712" 5'-2" 5 3 4 2' 1 0 1 4 5 1 4 3' 9 1 4 IN S I D E O F S U R R O U N D INSIDE OF SURROUND OUTSIDE OF SURROUND 4' 9 OU T S I D E O F S U R R O U N D TILE TO TILE 1' 8 FR A M E D SL-7 GAS FIREPLACE R.O. 42" W. x 38 1/4" H. x 16 1/4" D. 2x 4 FR A M I N G 2' 3 1 8 MA N T E L 3'-6" R.O.1'-2"1'-2" 5'-10" MANTEL 6'-0 1/4" FINISHED 9' 0 5'-10" FRAMED 5'-11" FACE OF DRYWALL 5 8" SHIPLAP RETURNED 5 8" SHIPLAP RETURNED 1x6 SHIPLAP TURNED VERTICAL w/ MITERED CORNERS RETURNED BACK TO WALL, PAINTED 4" TRIM - RETURNED BACK TO WALL 5"5" 2" APPLIED BRICK OR STONE VENEER 5'-10" FRAMED FR A M E D 1' 8 1' 1 0 1 2 FI N 9' 0 5'-10" FRAMED 5'-11" FACE OF DRYWALL 6'-0 1/4" FINISHED 6"D. x 8"H. WRAPPED MANTEL SHELF 4" TRIM - RETURNED BACK TO WALL 2" APPLIED BRICK OR STONE VENEER RETURNED BACK TO WALL 1x8 SHIPLAP w/ MITERED CORNERS RETURNED BACK TO WALL, PAINTED 2" BRICK OR STONE RETURN 2x 4 FR A M I N G 6'-11" TOTAL WIDTH w/ MANTEL 2' 2 1 2 MA N T E L 1012"4'-1"1012" 7" FRAME R.O. FOR F.P. BOX AT 7" ABOVE FLOOR COSMO 42" GAS FIREPLACE R.O. 49"W x 32 3 4"H x 17 3 4"D 6" 1' 84' 4 1' 7 13" MIN. CLEARANCE FROM TOP OF HOOD TO MANTEL SHELF 1/2" REVEAL AT ALL SIDES OF F.P. 4'-1" R.O.1012"1012" 2" BRICK OR STONE RETURN 3'-6" R.O. 5'-10" FRAMED FR A M E D 1' 8 1' 1 0 1 2 FI N 1'-2"1'-2" 5' 0 SL-7 GAS FIREPLACE R.O. 42" W. x 38 1/4" H. x 16 1/4" D.2' 1 0 1 2 912" 9' 0 3'-1" 5'-10" FRAMED 1/2" REVEAL AT ALL SIDES OF F.P. 5'-11" FACE OFDRYWALL2" STONE RETURN 6'-0 1/4" FINISHED FRAME R.O. FOR F.P. BOX AT 8-7/8" ABOVE FLOOR 6"D. x 8"H. WRAPPED MANTEL SHELF 1' 4 4" TRIM - RETURNED BACK TO WALL 1'-4 1/2"1'-4 1/2" 2" APPLIED BRICK OR STONE VENEER RETURNED BACK TO WALL 1x8 SHIPLAP w/ MITERED CORNERS RETURNED BACK TO WALL, PAINTED 2" STONE RETURN 2x 4 FR A M I N G 6'-11" TOTAL WIDTH w/ MANTEL 2' 2 1 2 MA N T E L 3'-6" R.O. 5'-10" FRAMED FR A M E D 1' 8 1' 9 1 8 FI N 1'-2"1'-2" SL-7 GAS FIREPLACE R.O. 42" W. x 38 1/4" H. x 16 1/4" D.2' 1 0 1 2 912" 9' 0 3'-1" 5'-10" FRAMED 1/2" REVEAL AT ALL SIDES OF F.P. 5'-11" FACE OF DRYWALL 6'-0 1/4" FINISHED FRAME R.O. FOR F.P. BOX AT 8-7/8" ABOVE FLOOR 4" TRIM - RETURNED BACK TO WALL 1'-4 1/2"1'-4 1/2" 1x8 SHIPLAP w/ MITERED CORNERS RETURNED BACK TO WALL, PAINTED 5 8" SHIPLAP RETURNED 5 8" SHIPLAP RETURNED 59"L. x 8"D. x 5"H. MANTEL SHELF 1' 4 2x 4 FR A M I N G HARDIE 6" TRIM, PAINTED 5' 0 2' 5 1 8 MA N T E L PA G E D E S C R I P T I O N PAGE NO.: PLAN NO. FIREPLACE FIREPLACES FI R E P L A C E S 1- 1 0 2 0 1 9 IS S U E F O R C O N S T R U C T I O N 12 0 1 2 0 2 5 Q1 2 0 2 6 P L A N R E V I S I O N S 01 2 3 2 0 2 6 RE M O V E D 6 H A R D I E T R I M F R O M F I R E P L A C E E F 5 RE V I S I O N S GFIP 3 UP TO SWITCH 3 SD L L L L L L LL H.B. FOUNDATION NOTE: 8'-4" POURED WALLS 8'-1 1/2" CLG. HGT. CLG. HGT. MAY VARY PER MECHANICAL H.B. 1) OUTLET AT 60" A.F.F. ELECTRICAL PANEL PRIMARY LOCATION 1 1 2 1 1 2 EXISTING WINDOW HALF WALL W/ WOOD CAP EXISTING WINDOW EXISTING WINDOW 39'-9"1 1/2"1 1/2" H.B. OPEN GFIP (WP) EXISTING WINDOW EXISTING PATIO DR.EXISTING WINDOW 1 1 2 1 1 2 39'-9"1 1/2"1 1/2" H.B. 2868 26 6 8 FLOOR BREAK 26'-0 3/4"12'-0 3/4" 2668 FL O O R BR E A K FLOOR BREAK 5'-6 1/2" OPTIONAL WET BAR ROUGH-IN 16 1 1 3 4 8" UP 1 5 R 36" HIGH WALL W/ WOOD CAP 3' 4 2x4 WALL 2x 4 W A L L FINISH REC. ROOM UNFINISHED UNFIN. BATH R.I. CONCRETE MECHANICAL UNFINISHED H.B. FOUNDATION NOTE: 8'-4" POURED WALLS 8'-1 1/2" CLG. HGT. CLG. HGT. MAY VARY PER MECHANICAL SOFFIT DOWN FOR MECHANICALS FIELD VERIFY LOCATIONS ANGLED HATCHED WALLS DENOTE NEW LOWER LEVEL FINISH WALLS H.B. ELECTRICAL PANEL PRIMARY LOCATION UP 1 5 R 2868 12 0 3 4 7' 8 1 4 26 6 8 2468 266 8 SH 3 4 4 8 2x 6 8'-3 1/2" 26 6 8 36" HIGH WALL W/ WOOD CAP R & S 42 V A N TB TP 26'-0 3/4"12'-0 3/4" 2' 2 1 2 4' 0 3' 4 3 4 4'-9 1/2" 4' 2 1 4 FLOOR BREAKFL O O R BR E A K HA L F W A L L W/ W D C A P 8" 2'-9 1/2" 2x 4 8" 2x 6 4 S H E L V E S 4) SHLVS 3' 4 16 1 1 3 4 8" 5'-6 1/2" OPTIONAL WET BAR ROUGH-IN 5068 BI-PASS 6" 8'-4 1/4" 5'- 2 7 8 2x4WALL2x4WALL 2x4 WALL 2x 4 W A L L 2x 4 W A L L FINISH REC. ROOM FIN. CLST. FIN. CLST. 3/4 BATH MECHANICAL UNFINISHED FINISH BEDROOM H.B. FOUNDATION NOTE: 8'-4" POURED WALLS 8'-1 1/2" CLG. HGT. CLG. HGT. MAY VARY PER MECHANICAL SOFFIT DOWN FOR MECHANICALS FIELD VERIFY LOCATIONS ANGLED HATCHED WALLS DENOTE NEW LOWER LEVEL FINISH WALLS H.B. 45° ELECTRICAL PANEL PRIMARY LOCATION GFIPSH 3 4 4 8 3 UP TO SWITCH GFIP 3 SD CM L L L L L L L LL L L 3 H.B. FOUNDATION NOTE: 8'-4" POURED WALLS 8'-1 1/2" CLG. HGT. CLG. HGT. MAY VARY PER MECHANICAL H.B. 1) OUTLET AT 60" A.F.F. ELECTRICAL PANEL PRIMARY LOCATION 26 6 8 2468 26 6 8 26 68 12'-0 3/4" FL O O R BR E A K FLOOR BREAK FLOOR BREAK FR A M E D HA L F W A L L 2x4 STUD WALLS-UNFINISHED LOCATE PER LL FINISH PLAN 5068 BI-PASS FUTURE FL O O R BR E A K GFIP 2x4 WALL BATH R.I. BEDROOM ROUGH-IN UNFIN. H.B. DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLOURESCENT LIGHT FIXTURE EXHAUST FAN CHIMES SMOKE DETECTOR - HARDWIRED / INTERCONNECTED THERMOSTAT ELECTRIC PANEL PC WP ELECTRICAL KEY DUPLEX OUTLET (GROUND FAULT PROTECTED) GFIP ELECTRIC VEHICLE CHARGER ROUGH-IN (OPTIONAL) LEDFIXTUREL EVC T CM SD CH 3 4 CARBON MONOXIDE DETECTOR-HARDWIRED/INTERCONNECTED LOW VOLTAGE PANEL-BOTTOM OF PANEL SET AT 42" AFF IN T W A L L 2x2 NAILER 3/4" PLYWOOD 1/2" GYP. BD. FIRE STOP 5/8" GYP. BD. I-JOIST DOUBLE TOP PLATE PER PLAN PER PLAN FOUNDATION INSULATION FOUNDATION WALL BETWEEN FRAMING 2x4 STUDS @ 16" O.C. 1/2" GYP. BD. CAULK BOTTOM PLATE TO CONC. FLOOR 2x4 BLOCKING BETWEEN JOIST MIN. 1/2" AIRSPACE AND FOUNDATION WALL 2x4 STUDS @ 16" O.C. WOOD CAP BASE TRIM MIN. 1/2" AIRSPACE BETWEEN FRAMING FOUNDATION WALL STYLE VARIES THIS OPTIONS ADDS 35 FINISHED SQUARE FEET** NOTE: VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION ELECTRICAL NOTE: LOCATIONS OF ALL ELECTRICAL ITEMS SHOWN MAY VARY PER ACTUAL SITE CONDITIONS. NOTE: EGRESS WELL LOCATION SHOWN IS FOR FULL FND, 3-CAR GARAGE. THIS IS LOCATED AT REAR WALL ON 2-CAR GARAGE, SEE A2 FOR LOCATION SCALE:L1 2 ELECTRICAL: FINISHED LOWER LEVEL 1/4" = 1'- 0" SCALE:L1 6 WALKOUT FOUNDATION 1/4" = 1'- 0"SCALE:L1 5 LOOKOUT FOUNDATION 1/4" = 1'- 0" SCALE:L1 4 ELECTRICAL: FINISHED REC. ROOM 1/4" = 1'- 0" SCALE:L1 3 FINISHED RECREATION ROOM: 459 SQ. FT. 1/4" = 1'- 0"SCALE:L1 1 FINISHED LOWER LEVEL: 855 SQ. FT. 1/4" = 1'- 0" SOFFIT DETAIL NO SCALE FOUNDATION FRAME OUT WALL NO SCALE LOOKOUT/EGRESS WALL NO SCALE HALF WALL: SCALE:L1 7 W/ FINISHED REC ROOM 1/4" = 1'- 0" BED/BATH R.I. OPTION 1 of 3 ADD - WALKOUT OPTION PlotID Length Product Plies Net Qty TSHd1-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-3 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 ADD - LOOKOUT OPTION PlotID Length Product Plies Net Qty TSHd2-3 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 Start Framing Here. FULL FOUNDATION - ADD PlotID Length Product Plies Net Qty Not Shown 40' 0" 1-1/2" x 11-7/8" 1.5E Timberstrand LSL 1 1 Framing Connector Summary PlotID Qty Manuf Product Design Method Backer Blks Web Stiff H1 1 Simpson HU412 Designed No No H2 11 Simpson LUS210 Designed No No Products PlotID Length Product Plies Net Qty FBk1 38' 10 3/4" 11 7/8" TJI 210 joist 1 1 TS1 32' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9 TS2 24' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 9 TS3 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 2 TS4 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4 TS5 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5 TS6 6' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 2 TS7-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS8-2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS9-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 STCa1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 10 Accessories PlotID Length Product Plies Net Qty 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 35 CS CS CS CS CS CS E1 B4 B2 B2 A3 A3 A3 CS B1B2 CS B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 BBOHd1-3TSHd2-3 BBOHd4-2 BBOHd1-3TSHd2-3 TSHd1-2 ST C a 1 ST C a 1 STCa1 SB8 ST C a 1 STCa1 ST C a 1 S T C a 1 ST C a 1 BB O B k 1 FBk1 SB31 STCa1 TS 7 2 TS9-2 BBO1-3 BBO1 TS8-2H1 1' 2 15/16" 1' 0 5/16" 11 1/8" 1' 2 15/16" 1' 3 13/16" 1' 1 3/8" 2' 0" 1' 8 3/16" SB38 FBk1 FBk1 FBk1 FBk1 FBk1 FBk1 FBk1 FBk1 FBk1 FBk1 FBk1 FBk1 BB O H d 3 3 BBOHd2-2 TS1 19.2" O.C. TS6 19.2" O.C. TS4 19.2" O.C. TS2 19.2" O.C. TS 5 19 2 O C TS5 19.2" O.C. TS3 19.2" O.C. H2 H2 H2 H2 LOOKOUT OPTION WALKOUT OPTION 3"3" Install (4) 2x6 squash blocks under all point loads at front of house. For labeled Point Loads exceeding 10,000 lbs contact LENNAR for Framing Details. All joist blocking including soil pressure joist blocking can be either 210 or 360 series TJI or 1-1/2" Timberstrand LSL 1.5E material. Full Foundation: 1-1/2" LSL 1.5E flush with canted sill plate. LSL attached to Rim held to inside lining up with concrete foundation. (1-1/2" LSL not shown on layout.) 3" No material changes for full height side or corner fireplace options. 3 Car Garage - Full Fdn Wdw loca on 2 Car Garage - Full Fdn Wdw loca on 3" 3" 3" We y e r h a e u s e r p r e p a r e d t h e s e p l a n s f o r t h e s p e c i f i c a t i o n o f T r u s J o i s t pr o d u c t s b a s e d o n p r o j e c t i n f o r m a t i o n p r o v i d e d t o u s T h is s e r v i c e i s s o l e l y in t e n d e d f o r p r o d u c t a p p l i c a t i o n a s s u r a n c e a n d i s n o t i n t e n d e d t o c i r c u m v e n t th e n e e d f o r a d e s i g n p r o f e s s i o n a l a s d e t e r m i n e d b y t h e b u i l d i n g c o d e s Th e d e s i g n e r o f r e c o r d a n d o r b u i l d e r f r a m e r i s r e s p o n s i b l e to a s s u r e t h e s e dr a w i n g s a r e c o m p a t i b l e w i t h t h e o v e r a l l p r o j e c t Co p y r i g h t 2 0 0 9 W e y e r h a e u s e r N R C o m p a n y A l l r i g h t s r e s e r v ed A n y un a u t h o r i z e d c o p y i n g o f r e p r o d u c t i o n w i l l c o n s t i t u t e a n i n f r i n g e m e n t o f c o p y r i g h t Ar c h i t e c t u r a l D r a w i n g s P r e p a r e d B y Le n n a r St r u c t u r a l D r a w i n g s P r e p a r e d B y N/ A 3/ 5 1 4 N/ A Le n n a r M N EK 0 3 V a n d e r b i l t O l d 5 0 0 3 El e v a t i o n D MN Re v By Da t e JL H 2- 2 2 6 Co m m e n t s Up d a t e d b l k i n g t o L S L u n d e r i n t b r a c e p a n e l Dr a w n B y Da w n N Or i g i n a l D a t e 3/ 1 8 1 4 First Floor Framing Plan Scale: 1/4" = 1'-0" Sheet 2 of 3 Sp e c i f i c a t i o n T e a m se r v i c e r e q u e s t @ w e y e r h a e u s e r c o m 8 8 8 4 5 3 8 3 5 8 w w w w o o d b y w y c o m Joist Plot ID SYMBOL LEGEND x = Example member ID 1.9E Microllam LVL 2.0E Parallam PSL 1.55E TimberStrand LSL Header Plot ID Hanger Label Member By Others Under Load Above Hanger Joist Beam Walls Walls Above Detail CalloutLabelXX ULA BBO Hx xxHdx-x TSx-x PLx-x MLx-x Xx Closure ByOthersCBO Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. ©2022 Weyerhaeuser NR Company. All rights reserved. 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Lateral strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Install bracing with 2 - 8d(.0113" x 2.5") nails each joist and end support at 8 ft on center (6 ft for TJI 110 joists). Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. 7. See www.wy.com/besafe for additional installation information. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE. Only header openings and roof loads which affect Weyerhaeuser product sizes have been denoted on this layout. In addition to any 'CS' detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See Pocket Framer's Guide for appropriate detail(s). 3" adjustment allowed for joist spaced 19.2" o.c. or less to accommodate plumbing drops. DO NOT CUT JOIST FLANGES. This layout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with this layout is NOT PERMITTED. Please identify the TJI® , TimberStrand® LSL , Microllam® LVL , and Parallam® PSL stamps on the product to ensure that this layout is valid for the products actually installed. Start Framing Here. E1 B1 B1 A3 A3 A3 A3 CSCS CS CS B1 CS TS4 TS 2 3 TSHd1-2 TSHd2-2 BBOHd3-2 BBOHd1-2 BBO2-2 E1 6 TS6-2 TS3-2 E2 0 ST C a 1 ST C a 1 ST C a 1 STCa1 STCa1 STCa1 STCa1 STCa1 ST C a 1 BBOBk1 BBOBk1 EBk1 EBk1 E3 2 STCa1 3" 3" E1 6 BBOHd4-2 BBOHd2-3 BB O H d 3 2 TS 7 2 H1 1' 4" 1' 9 3/8" 1' 0 11/16" 1' 1 11/16" 1' 0" 9 7/16" 9 3/4" 1' 2 7/16" 1' 11 15/16" 1' 6 15/16" 1' 7 7/16" 1' 7 5/8" 2' 0" 1' 3" TSBk1 BB O H d 6 2 BB O H d 6 2 BB O H d 6 2 BBOHd5-2 H2 E1 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 1' 0 1/8" 7 1/16"1 1/2" E34' 19.2" O.C. E34' 19.2" O.C. E16' 19.2" O.C. E24' 19.2" O.C. H3 No material change for 4'-0" Garage Extension Option. Interior Brace panel above. Alt. Alt. 3" BBOHd4-2 BBOHd2-2 BBOHd5-2 BBOHd1-3BBO6 BBOHd5-2 BB O 5 8 BB O 1 4 6' 0" 6' 0" BBO47 BBO48 BB O 5 9 BB O H d 5 2 B B O H d 5 2 B B O H d 5 2 BB O H d 5 2 BBOHd3-2 BBOHd5-2 These girders are removed on 3rd stall option. No EWP headers on additional windows for elevations D3P. 2 Car Garage - Wdw loca on 3 Car Garage - Wdw loca on Framing Connector Summary PlotID Qty Manuf Product Design Method Backer Blks Web Stiff H1 1 Simpson HU9 Designed No No H2 1 Simpson HUC48 Designed No No H3 4 Simpson IUS2.06/9.5 Designed No No H4 10 User Upside down IUS2.06/9.5 Undesigned Not Required Required Products PlotID Length Product Plies Net Qty E34' 34' 0" 9 1/2" TJI 210 joist 1 11 E32' 32' 0" 9 1/2" TJI 210 joist 1 1 E24' 24' 0" 9 1/2" TJI 210 joist 1 8 E20' 20' 0" 9 1/2" TJI 210 joist 1 1 E16' 16' 0" 9 1/2" TJI 210 joist 1 7 EBk1 3' 6 1/2" 9 1/2" TJI 210 joist 1 1 TS2-3 20' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 TS3-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TS4 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 1 1 TSBk1 4' 3 5/16" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 1 1 TS6-2 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 TS7-2 6' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 STCa1 16' 0" 1 1/8" x 9 1/2" TJ Rim Board 1 10 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 Accessories PlotID Length Product Plies Net Qty 1' 0" 3/4" or 7/8" Backer Blocks 1 20 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 37 No EWP headers on additional windows for elevations D3P. ADD - 3 CAR GARAGE OPTION PlotID Length Product Plies Net Qty TS5-2 20' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 REMOVE - 3 CAR GARAGE OPTION PlotID Length Product Plies Net Qty TS6-2 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 ADD - ELEV D3D 3 CAR GARAGE OPTION PlotID Length Product Plies Net Qty M1-2 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 TS1-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS5-2 20' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 REMOVE - ELEV D3D 3 CAR GARAGE OPTION PlotID Length Product Plies Net Qty TS6-2 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 BBOHd1-2 BBOHd4-2 TS 7 2 TS5-2 BBO3-2 BBO1-2 M1-2 H2 TS1-2 3 CAR GARAGE OPTION No material change for 4'-0" Garage Extension Option. Garage Header designed to L/600 TL for Stone Load Deflection. Elevation D3D We y e r h a e u s e r p r e p a r e d t h e s e p l a n s f o r t h e s p e c i f i c a t i o n o f T r u s J o i s t pr o d u c t s b a s e d o n p r o j e c t i n f o r m a t i o n p r o v i d e d t o u s T h is s e r v i c e i s s o l e l y in t e n d e d f o r p r o d u c t a p p l i c a t i o n a s s u r a n c e a n d i s n o t i n t e n d e d t o c i r c u m v e n t th e n e e d f o r a d e s i g n p r o f e s s i o n a l a s d e t e r m i n e d b y t h e b u i l d i n g c o d e s Th e d e s i g n e r o f r e c o r d a n d o r b u i l d e r f r a m e r i s r e s p o n s i b l e to a s s u r e t h e s e dr a w i n g s a r e c o m p a t i b l e w i t h t h e o v e r a l l p r o j e c t Co p y r i g h t 2 0 0 9 W e y e r h a e u s e r N R C o m p a n y A l l r i g h t s r e s e r v ed A n y un a u t h o r i z e d c o p y i n g o f r e p r o d u c t i o n w i l l c o n s t i t u t e a n i n f r i n g e m e n t o f c o p y r i g h t Ar c h i t e c t u r a l D r a w i n g s P r e p a r e d B y Le n n a r St r u c t u r a l D r a w i n g s P r e p a r e d B y N/ A 3/ 5 1 4 N/ A Le n n a r M N EK 0 3 V a n d e r b i l t O l d 5 0 0 3 El e v a t i o n D MN Re v By Da t e JL H 2- 2 2 6 Co m m e n t s Up d a t e d b l k i n g t o L S L u n d e r i n t b r a c e p a n e l Dr a w n B y Da w n N Or i g i n a l D a t e 3/ 1 8 1 4 Second Floor Framing Plan Scale: 1/4" = 1'-0" Sheet 3 of 3 Sp e c i f i c a t i o n T e a m se r v i c e r e q u e s t @ w e y e r h a e u s e r c o m 8 8 8 4 5 3 8 3 5 8 w w w w o o d b y w y c o m Roof Header Plan Scale: 3/16" = 1'-0" Joist Plot ID SYMBOL LEGEND x = Example member ID 1.9E Microllam LVL 2.0E Parallam PSL 1.55E TimberStrand LSL Header Plot ID Hanger Label Member By Others Under Load Above Hanger Joist Beam Walls Walls Above Detail CalloutLabelXX ULA BBO Hx xxHdx-x TSx-x PLx-x MLx-x Xx Closure ByOthersCBO Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. ©2022 Weyerhaeuser NR Company. All rights reserved. 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Lateral strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Install bracing with 2 - 8d(.0113" x 2.5") nails each joist and end support at 8 ft on center (6 ft for TJI 110 joists). Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. 7. See www.wy.com/besafe for additional installation information. WARNING Joists are unstable until braced laterally. Safety bracing required during installation. rim board closure 1 1/8" iLevel along panel edges and in field Additional connections may be required to transfer lateral loads from wall above. Attach with 8d (2 1/2" box) nails @ 6" o.c. 24/16 span rated sheathing (7/16" min.) iLevel rim board or 2X8 (min) solid sawn nailed to top plate Maximum 1 1/8"x4 1/2" (min.) 8d (2 1/2" box) nails @ 6"o.c. 2x plate Joist must be sized properly for vertical loading Block must be full length between joist Verify with building official if pressure treated plywood is required due to distance from ground) Lateral load transfer due to wind or seismic loads for this detail is 180 PLF (pound per linear foot) meeting conventional construction building practices TJI® Joist and tight to each flange) See details in iLevel specifiers guide for all other requirements THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THE WEYERHAEUSER FRAMER'S POCKET GUIDE. Only header openings and roof loads which affect Weyerhaeuser product sizes have been denoted on this layout. In addition to any 'CS' detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See Pocket Framer's Guide for appropriate detail(s). 3" adjustment allowed for joist spaced 19.2" o.c. or less to accommodate plumbing drops. DO NOT CUT JOIST FLANGES. This layout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with this layout is NOT PERMITTED. Please identify the TJI® , TimberStrand® LSL , Microllam® LVL , and Parallam® PSL stamps on the product to ensure that this layout is valid for the products actually installed. FOUNDATION DETAIL AT FOOTING STEP LOCATIONS 1 S1 DescriptionDateRevision Project Number: Date:S11Sheets: of 2 Print Name: Signed: License Number: Nick Hanson 46665Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. January 1, 2026 6.001 1-1-26 2026 FOUNDATION GUIDE WALL SECTION WALKOUT WALL CONDITION 2 S1 WALL SECTION LOOKOUT WALL CONDITION 3 S1 WALL SECTION EXTERIOR UNBALANCED FILL CONDITION 4 S1 WALL SECTION FULL HEIGHT WALL CONDITION 5 S1 REBARTABLE6 S1 SITE ADDRESS: City:State:Zip:MN COPYRIGHT HANSON GROUP LLC 2026© DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1.BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2.STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3.OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4.STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5.EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6.ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1.THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2.DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3.DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4.REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5.BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS:F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS:F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 3 4" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE:SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM GENERAL NOTES 1.DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2.STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3.112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4.STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5.PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6.SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7.BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8.ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS. 9.REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2" OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. 20.THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOIL PRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGN FOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW AND CONSENT OF THE HANSON GROUP. EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS 2)#4 = (1)#6 3)#4 = (2)#5 3)#5 = (2)#6 GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSI ALTERNATIVE TO CODE TABLE R404.1.2 EQUIVALENT VERTICAL REBAR SUBSTITUTION TABLE BACKFILLTYPECLEARHEIGHT SEE 5/S1) BACKFILL HEIGHT SEE 5/S1) 7'-6" 7'-0" OR LESS 8'-6" 8'-0" 7'-0" 6'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" 6'-0" OR LESS 8"10"12"8"10"12"8"10"12" NONE NONE NONE NONE NONE NONE NONE NONE NONE NONENONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE IF F'c = 4,000 PSI 36" 36" 36" 36" 36" 36"36" 36" 36" 36" 36" 36" 36" 36" 24" 24"24" 24" SAND (30 PSF/FT) WALL THICKNESS SANDY CLAY (45 PSF/FT) WALL THICKNESS CLAY (60 PSF/FT) WALL THICKNESS 6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40) 1)#6 = (2)#4 (GRADE 60) 6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) 6" MIN. WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS 1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER 4x2'-0" DOWELS @ 72" O.C. MAX 5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE 6" MIN. 3' 0 M A X G R A D E H E I G H T AB O V E T O P O F S L A B 4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS 1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS 8" MIN. THICK UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER 18" MIN. WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2026. 6" MIN. C L E A R H E I G H T BA C K F I L L H E I G H T 112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE 6/S1 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON 2/S2 FLOOR TO SILL CONNECTION SEE 1/S2 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL 4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) 6' 0 M A X WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE 4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER DROP FOR FROST AS REQUIRED PER SITE DESIGN) 4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) 1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL 4 x 5'-0" HOOKS @ 24" O.C. EMBEDDED IN FOUNDATION WALL & CAST INTO SLAB MAY REDUCE 2'-0" LEG LENGTH DRILL IN & EPOXY 8" MIN. INTO FOUNDATION WALL) 3'-0" NO H O O K S @ 3 0 O R L E S S GRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" 5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) 2' 0 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com 2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ. 24 M I N DETAIL B 3" M I N T Y P CONCRETE STRIP FOOTING 1 1 B DETAIL A 36" MIN STEP 2 x STEP ST E P NOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY MAY NOT APPLY ELEVATION STEP SPACING REQUIREMENTS A TYP. CLEAR HEIGHT OF 8'-0" OR LESS 2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF MORE THAN 8'-0" 3)#4xCONT. HORIZONTAL BARS THE PRESENCE OF PRESERVATIVE-TREATED WOOD FORM (OR LACK THEREOF) DOES NOT AFFECT THE STRUCTURAL INTEGRITY OF THE C.I.P. FOUNDATION WALL Lennar Corporation 16355 36th Ave N. Suite 100 Plymouth, MN 55446 COPYRIGHT HANSON GROUP LLC 2026© DescriptionDateRevision January 1, 2026 Project Number: Date: 6.001S22Sheets: of 2 Print Name: Signed: License Number: Nick Hanson 1-1-2646665Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. CONNECTION INFO TOP OF WALL CONNECTION TO FLOOR SYSTEM 1 S2 BRICK LEDGEINFO5 S2 WALL SECTION AT WINDOW WELL LOCATIONS 6 S2 STOOPINFO7 S2 WALL ANCHOR INFO ANCHOR BOLT AND ALTERNATIVE SPACING 2 S2 BLOCKING DETAIL FLOOR JOIST CONDITION 3 S2 BLOCKING DETAIL FLOOR TRUSS CONDITION 4 S2 SITE ADDRESS: City:State:Zip:MN VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE 5/S1 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM 6"MI N WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM 4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE 5/S1 VENEER OR SLAB-ON-GRADE BY OTHERS 12 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE 2/S1 OR 3/S1 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE 6" 3' 0 M A X VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE 4/S1 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MI N MA X 4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) 6" 12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER SEE 2/S2 FOR SPACING (7" EMBED MIN) METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON 5/S1 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MI N TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILLTYPECLEARHEIGHT SEE 5/S1) FLOOR MEMBER SPACING 16" 19.2" A 4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND 30 PSF/FT) SANDY CLAY 45 PSF/FT) CLAY 60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A 4) 0.148"Ø x 3" TOP NAILS AT EACHMEMBERCONNECTIONB 2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D 2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER 1 2"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT SEE 5/S1) BACKFILL HEIGHT SEE 5/S1) 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND 30 PSF/FT) SANDY CLAY 45 PSF/FT) CLAY 60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT SEE 5/S1) BACKFILL HEIGHT SEE 5/S1) 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" APPLIES TO 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND 30 PSF/FT) SANDY CLAY 45 PSF/FT) CLAY 60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG MAINTAIN 23 4" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER NAIL SHEATHING TO BLOCKING/JOISTS 0.131 Ø x 3" LONG NAILS @ 6" O.C. STRUCTURAL RIM BOARD BY OTHERS TYPE D CONNECTOR @ BLOCKING SEE 1/S2 2 x 6 MIN SILL PLATE FOUNDATION WALL SEE OTHER SHEETS FOR ANCHORS & WALL INFO SLOPE GRADE AWAY FROM FOUNDATION IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS UNTIL SPACES IN WHICH FULL HEIGHT BLOCKING CAN BE INSTALLED, TOE NAIL TO FLOOR MEMBERS EACH END w/ (12) 0.131"Øx3" LONG NAILS FRAMING BY OTHERS OPTIONAL OPEN SPACE AS SHOWN OR SHIFT FULL HEIGHT BLOCKING PROVIDE BLOCKING AS REQUIRED TO ACHIEVE NAILING SHOWN. (MIN 2 SPACES) BLOCKING HEIGHT TO MATCH JOIST DEPTH & BE OF LUMBER, I-JOIST, OR OTHER MANUFACTURED MATERIAL ATTACH BLOCKING TO JOISTS w/ TOE NAILS EACH END JOISTS BY OTHERS SEE 2/S2 FOR SPACING OF BLOCKING SYSTEM SHOWN NOTES: 1.MAIN LEVEL FLOOR SHEATHING TO BE 3 4" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT. 2.NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. 3.BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TO BE USED AT MINIMUM. 4.BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS AS SHOWN IN FIRST SPACE. 5.HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. NAIL SHEATHING TO BLOCKING/TRUSSES w/ (12) 0.131"Øx3" LONG NAILS DUCT/MECHANICAL (AS REQUIRED) BY OTHERS FRAMING BY OTHERS 0.131 Ø x 3" LONG NAILS @ 6" O.C. RIM TRUSS BY OTHERS TOP NAIL RIM TO SILL w/ MIN OF (12)0.131 Ø x 3" LONG NAILS EACH SIDE OF BLOCKING OR TYPE D CONNECTOR @ BLOCKING SEE 1/S2 2 x 6 MIN SILL PLATE FOUNDATION WALL SEE OTHER SHEETS FOR ANCHORS & WALL INFO SLOPE GRADE AWAY FROM FOUNDATION IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS TOP & BOTTOM AT MECHANICAL UNTIL SPACES IN WHICH BLOCKING CAN BE INSTALLED, TOE NAIL TO FLOOR MEMBERS w/ (2) 0.131 Ø x 3" LONG NAILS 3/4" PLYWOOD/OSB ONE SIDE OF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOM OR 1/2" PLYWOOD/OSB EACH SIDE OF BLOCKING EACH w/ 4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOM PROVIDE 2 x 4 MIN BLOCKING TOP & BOTTOM OF TRUSSES AS REQUIRED TO ACHIEVE NAILING SHOWN. INSTALL w/ (2) 0.131 Ø x 3" LONG TOE NAILS TRUSSES BY OTHERS NOTES: 1.MAIN LEVEL FLOOR SHEATHING TO BE 3 4" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT. 2.NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT. 3.BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TO BE USED AT MINIMUM. 4.BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS AS SHOWN IN FIRST SPACE. 5.HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. SEE 2/S2 FOR SPACING OF BLOCKING SYSTEM SHOWN BA C K F I L L H E I G H T N O T T O E X C E E D 1 0 0 SEE 5/S1 FOR TYPICAL FOUNDATION WALL & FOOTING CONSTRUCTION MAINTAIN MIN. 6" WIDE STEMWALL WITH EXTERIOR LEDGE WOOD FLOOR SYSTEM BY OTHERS BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM) FLASHING & WATERPROOFING BY OTHERS STOOP SLAB BY OTHERS SEE 1/S2 FOR FLOOR TO SILL CONNECTION 112" CLEAR BUILD UP w/ RIGID INSULATION BELOW SLAB TO MAINTAIN 10'-0" MAX. BACKFILL HEIGHT AS REQ'D OR PROVIDE SITE SPECIFIC ENGINEERING M A Y S U B T R A C T 6 F O R U S E I N T A B L E L I M I T S F O R S A N D Y C L A Y C L A Y S O I L S D U E T O G R A N U L A R F I L L B E L O W S T O O P S L A B M O D I F I E D C L E A R H E I G H T SEE REBAR TABLE 6/S1 FOR VERTICAL REBAR SEE 2/S2 FOR ANCHOR BOLTS FOR REBAR TABLE 6/S1, FLOOR TO SILL CONNECTION TABLE 1/S2, AND ANCHOR BOLT TABLE 2/S2 USE MODIFIED CLEAR HEIGHT OF 9'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 8'-6" AND USE MODIFIED CLEAR HEIGHT OF 10'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 9'-6" MAY REDUCE BACKFILL HEIGHT BY 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY AND CLAY SOILS) 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com 10 0 M A X 3' 0 M A X G R A D E H E I G H T AB O V E T O P O F S L A B 1' 6 M I N 3'-0" EACH WAY MIN 112" T Y P SLOPE GRADE AWAY FROM FOUNDATION 4 HORIZONTAL BARS PER 5/S1 CENTERED IN WALLS LAPPED AROUND CORNERS AND HOOKED INTO FOUNDATION WALL @ EACH SIDE 8" MIN C.I.P. CONCRETE WALL 4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL 1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING 1) #4 HORIZONTAL BAR AT TOP OF WALL 2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE LOOKOUT WALL SECTION 3/S1 LOOKOUT WALL SEE 3/S1 GRANULAR MATERIAL SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF) IF C O N C R E T E OPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. WINDOW WELL WALLS MAY BE 6" THICK w/ #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAPPED AROUND CORNERS AND HOOKED INTO FOUNDATION WALL @ EACH SIDE Lennar Corporation 16355 36th Ave N. Suite 100 Plymouth, MN 55446 GREAT ROOM DINETTE KITCHEN PWDR.PANTRY MUDRM. CLST. FLEX ROOM FOYER PORCH MUDRM. CLST. FLEX ROOM FOYER PORCH GARAGE S3 S3 GARAGE BEDROOM #3 CLST LIN. CLST BEDROOM #4 OWNERS SUITE BATH OWNERS CLST LNDRY BATH BATH OWNERS