EXTERIOR SHEATHING 2'-0" 2'-0" EXTERIOR SHEATHING RE: FRAMING NOTES RE: FRAMING 10 AT SIM: SEE DETAIL 1/S0b 2x STUDS RE: FRAMING 2x CONT. PLATE w/ 1/2" DIA x SEE FOUNDATION REINFORCING SCHEDULE FOR VERTICAL AND HORIZONTAL REINFORCING 2x STUDS RE: FRAMING 2 FOR AND UPPER EDGE NAILING (2) #5 CONT. TOP A.B. W/ 8" EMBEDMENT @ REQUIREMENTS. STEEL REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS. #5 GRADE 40 STEEL MAY WALL FRAMING 4'-0" O.C. & WITHIN 1'-0" OF BE SUBSTITUTED FOR #4 GRADE 60 STEEL. BEND OR LAP ALL BARS 48 BAR DIAMETERS WITH A MINIMUM OF 24" AROUND CORNERS. PROVIDE (2) #4S AROUND ALL OPENINGS WITH (2) #4 X 4' AT ALL CORNERS. ANCHOR BOLTS TJI BLOCKING EACH END OF EACH PIECE OF SILL PLATE. SHALL BE A MINIMUM 1/2" DIAMETER WITH MIN. 8" EMBEDMENT @ 4'-0" ON CENTER, MAXIMUM SPACING W/ 2x CONT. PLATE w/ 1/2" DIA x FLOOR SHEATHING MINIMUM OF (2) BOLTS PER PLATE. A.B. W/ 8" EMBEDMENT @ RE: FRAMING RE: FOUNDATION WALL 4'-0" O.C. & WITHIN 1'-0" OF REINFORCING SCHEDULE NOTE: ONLY HORIZONTAL BARS

REF. PLAN FOUNDATION SHALL BE: EACH END OF EACH PIECE OF SHOWN, RE: FOUNDATION 1/2" EXP. JOINT MATERIAL 3000______PSI COMPRESSIVE STRENGTH AT 28 DAYS SILL PLATE. 2'-0" NOTES & FOUNDATION WALL GRADE WATER TO CEMENT RATIO SHALL BE 0.50 OR LESS. REINFORCING SCHEDULE FLOOR SHEATHING CEMENT TYPE SHALL BE TYPE I OR TYPE II MODIFIED. SEE FRAMING PLAN FOR FLOOR (ONLY TYPE II MODIFIED WHEN 4000 PSI SPECIFIED) RE: FRAMING JOIST SIZE AND SPACING 4" CONCRETE SLAB-ON-GRADE, RE: FOUNDATION NOTES FOR SLUMP OF 4" PLUS/MINUS 1" SEE FRAMING PLAN FOR FLOOR REINFORCEMENT, SCORE SLAB w/ AIR CONTENT OF 6% PLUS/MINUS 1% JOIST SIZE AND SPACING OR 10 1" DEEP CONTROL JOINTS @ 200 PLAN VIEW REFER TO ACI 318 FOR ADDITIONAL INFORMATION. BLOCKING @ 24" O.C. 3 S.F. MAX (TYP) DO NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS CURED AND FOUNDATION ADEQUATELY SHORED. BACKFILL TO REQUIRED GRADE ELEVATION AND SLOPE AWAY FROM . SIMPSON HANGER, RE: HANGER HOLD TOP OF WALL DOWN SCHEDULE AT AND CORNER REINFORCEMENT ALL CONCRETE SLABS SHALL BE 4" THICK WITH 6X6-W1.4XW1.4 W.W.F. UNLESS OTHERWISE NOTED WITH A POUR SLAB OVER WALL MINIMUM LAP OF 12". PROVIDE SCORES OR SAWCUTS IN ALL SLABS @ 12'-0" O.C. MAX. OR AS NOTED ON PLANS. GRADE PROTECT JOISTS FROM 9 N.T.S. CONCRETE USING MIN. 12 MIL. EXTERIOR SHEATHING 3'-10" TYPICAL (3'-0" MINIMUM) (2) #5 CONT. TOP WHERE POSSIBLE, ALIGN SAW CUT WITH CENTERLINES AND RE-ENTRANT CORNERS. FOUNDATIONS, 1'-6" MIN. VAPOR BARRIER RE: FRAMING 2'-0" MIN. FOOTINGS AND ARE DESIGNED BASED ON THE FOLLOWING: SEE FOUNDATION WALL HEIGHT NOTE 2x STUDS RE: FRAMING VERTICAL BARS RE: FOUNDATION SOILS REPORT NUMBER______159856-63 (2) #5 CONT. TOP WALL REINFORCING SCHEDULE BY______Rocky Mountain Group MAINTAIN FROST DEPTH (2) #5 CONT. BOT (3) 2x POST, MIN. DATED______Jan. 4, 2018 NOTE: FLOOR OR FLOOR MAXIMUM BEARING CAPACITY OF _____2000 PSF AND A MIN. OF ____600 PSF. 4'-0" TYPICAL

2'-6" CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNANTICIPATED SOILS CONDITIONS. BRACING MUST BE INSTALLED 10 #4 x @ 18" o.c. SHEATHING 2x CONT. PLATE w/ 1/2" DIA x 8" PRIOR TO BACKFILLING. 3 A.B. W/ 8" EMBEDMENT @ MIN. 4" x 4" x WIDTH OF CONCRETE PROTECTION FOR REINFORCEMENT (U.N.O.) 8" TYP. RE: SCH. 4'-0" O.C. & WITHIN 1'-0" OF 3" CLR. FOOTING VOID FORM AS REQ'D RIM BOARD CONCRETE POURED AGAINST EARTH 3" 1 1/2" CLEAR PER GEOTECHNICAL EACH END OF EACH PIECE OF 8" CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER: SILL PLATE. ENGINEER AT 12'-0" O.C. AND SHEATHING & NAILING #5 BARS OR SMALLER 1 1/2" VERTICAL BARS CENTERED UNDER ALL RE: FRAMING NOTES BARS LARGER THAN #5 2" RE: FOUNDATION WALL (2) #5 CONT. TOP TYP. RE: RE: TO PLAN WELLS. SLABS 3/4" REINFORCING SCHEDULE FOUNDATION WALL REINFORCING SCHEDULE DESIGN LOADS AS PER SECTION R301, I.R.C. WITH LOCAL AMENDMENTS: STRAP TIE HOLDOWN GARAGE WALL SECTION A. (SNOW) 30 PSF LIVE RE: HOLDDOWN B. ROOF 25 PSF DEAD HORIZONTAL BARS 3 3/4" = 1'-0" PLAN SCHEDULE (EMBED 1 1 TOP CHORD = 15 PSF & BOTTOM CHORD = 10 PSF RE: FOUNDATION WALL 2x CONT. PLATE 5 " 5 2" AT TIME OF CONC. 2 C. AND INTERIOR 40 PSF LL, 15 PSF DL REINFORCING SCHEDULE w/16d @ 8" o.c. PLACEMENT). 1 1/2" CLEAR EXTERIOR SHEATHING D. EXTERIOR DECKS 40 PSF LL, 10 PSF DL VERTICAL BARS RE: FRAMING 2x CONT. PLATE w/ 1/2" DIA x E. WIND 100 MPH EXPOSURE C (3 SEC. GUST) RE: FOUNDATION WALL A.B. W/ 8" EMBEDMENT @ F. SEISMIC CATEGORY B 2x STUDS RE: FRAMING (3) 2x POST, MIN. 9'-0" TYPICAL REINFORCING SCHEDULE 4'-0" O.C. & WITHIN 1'-0" OF G. WEATHERING: SEVERE EACH END OF EACH PIECE OF H. FROST DEPTH: 30 INCHES SILL PLATE. FLOOR I. TERMITE INFESTATION: SLIGHT TO MODERATE J. DECAY: NONE TO SLIGHT HORIZONTAL BARS FLOOR SHEATHING 10 SHEATHING RE: FOUNDATION WALL RE: FRAMING 2 RIM BOARD DESIGN CODES: REINFORCING SCHEDULE A. IRC 2009 SEE FRAMING PLAN FOR FLOOR COUPLER NUT SHEATHING & NAILING B. ASCE 7

(2) #5 CONT. BOT., TYP. RE: 2'-6" #4 x @ 18" o.c. JOIST SIZE AND SPACING OR AS REQ'D RE: FRAMING NOTES C. AISC STEEL CONSTRUCTION MANUAL FOUNDATION WALL 8" 5'-0" TYPICAL BLOCKING @ 24" O.C. D. ACI BUILDING CODE 318 REINFORCING SCHEDULE (2) #5 CONT. BOT., TYP. RE: FOUNDATION WALL FOUNDATION WALL HEIGHT NOTE: IT IS ACCEPTABLE FOR THE CRAWLSPACE, GARAGE AND PATIO FOUNDATIONS TO BE EXTENDED AT LEAST 1'-0” OR AT MOST #4 x 2'-6" @ 18" o.c. REINFORCING SCHEDULE PROTECT JOISTS FROM 8" CONCRETE USING MIN. 12 MIL. TO BASEMENT DEPTH DUE TO POOR SOIL CONDITIONS OR EASE OF CONSTRUCTION. GRADE TENSION TIE HOLDOWN VAPOR BARRIER 1/2" EXP. JOINT 1/2" EXP. JOINT RE: FRAMING PLAN &

MAINTAIN FROST DEPTH THE GARAGE AND PATIO WALLS ARE ALLOWED TO EXTEND TO BASEMENT DEPTH WITH NO MODIFICATIONS OTHER THAN MATERIAL MATERIAL HOLDDWON SCHEDULE REINFORCEMENT OF THE TALLER WALLS PER THE SCHEDULE ON THE FOUNDATION PLANS. THE FOUNDATION WALL (2) #5 CONT. TOP REINFORCEMENT SCHEDULE NOTES THAT WALLS WITH BACKFILL ON EACH SIDE THE REINFORCEMENT SHALL BE PER THE 4" CONCRETE 4" CONCRETE WALLS UP TO 4FT IN HEIGHT. THE FOOTINGS SHALL BE CONTINUOUS WITH A WIDTH OF 1'-4”. SLAB-ON-GRADE, RE: SLAB-ON-GRADE, RE: VERTICAL BARS RE: FOUNDATION HOLD-DOWNS FOUNDATION NOTES FOUNDATION NOTES WALL REINFORCING SCHEDULE 10 FOR REINFORCEMENT, FOR REINFORCEMENT, N.T.S. SPREAD FOOTING STEEL AND THICKNESS SCHEDULE SCORE SLAB w/ 1" DEEP SCORE SLAB w/ 1" DEEP

#4 x 2'-6" @ 18" o.c. CONTROL JOINTS @ 200 CONTROL JOINTS @ 200 3'-10" TYPICAL (3'-0" MINIMUM) FOOTING WIDTH # OF #4 REBAR LONGITUDINAL #4 REBAR LATERAL THICKNESS OF FOOTING 4" S.F. MAX (TYP) 4" S.F. MAX (TYP) 8"

SEE FOUNDATION WALL HEIGHT NOTE 1" 6" 1" (2) #5 CONT. BOT 1" 6" 1" 16" NONE NONE 8"

MAINTAIN FROST DEPTH 3/4" PLATE w/ (4) 3/4" DIA.

1/4" PLATE w/ (4) 1/2" DIA. 1" EXPANSION BOLTS 18" NONE NONE 8" 1"

8" TYP. 8" TYP. EXPANSION BOLTS RE: SCH. RE: SCH. 3" CLR. 3" CLR. MIN. 4" x 4" x WIDTH OF 20" NONE NONE 8" 6" 2" 8" TYP.

MIN. 4" x 4" x WIDTH OF MIN. 4" x 4" x WIDTH OF RE: SCH. 3" CLR. FOOTING VOID FORM AS REQ'D STEEL COL., RE: PLAN 8" 8" 24" 2 NONE 10" FOOTING VOID FORM AS REQ'D FOOTING VOID FORM AS REQ'D 1"

PER GEOTECHNICAL 1" REFER TO SOILS PER GEOTECHNICAL PER GEOTECHNICAL 8" ENGINEER AT 12'-0" O.C. AND 26" 3 @ 18"o.c. 10" REPORT FOR ENGINEER AT 12'-0" O.C. AND ENGINEER AT 12'-0" O.C. AND SECTION A-A @ 3" DIA. COL SECTION A-A @ >3" DIA. COL RE: PLAN RE: PLAN CENTERED UNDER ALL FOUNDATION DRAIN CENTERED UNDER ALL CENTERED UNDER ALL RE: TO PLAN WINDOW WELLS. 28" 3 @ 18"o.c. 10" WINDOW WELLS. WINDOW WELLS. DIAMOND-SHAPED 30" 4 @ 18"o.c. 12" BLOCK-OUT FOR COLUMN. STEEL COL PER PLAN BASEMENT WALL SECTION BASEMENT/CRAWLSPACE SECTION CRAWLSPACE WALL SECTION FILL w/ CONC. AFTER COL. IS 32" 4 @ 12"o.c. 12" PLATE ON LEVEL SURFACE 1 2 4 SECURE 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" SET w/ NON SHRINK GROUT 34" 4 @ 12"o.c. 12" CONC. PAD FOOTING PER AS NEEDED 36" 4 @ 12"o.c. 12" PLAN AND SCHEDULE PROVIDE 1" DEEP CONTROL WOOD COLUMN, RE: PLAN EXPANSION BOLTS JOINTS AROUND CONC. SLAB PER PLAN A A SIMPSON ABA66Z OR EQUAL, REINF. PER SCHED. 4" THICK CONCRETE INSTALL PER MANUFACTURER FOUNDATION WALL REINFORCING SCHEDULE SLAB-ON-GRADE (6" MIN. SPECIFICATIONS THICK @ SIM.), SCORE SLAB WALL HEIGHT VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT COLUMN RE: w/ 1" DEEP CONTROL JOINTS 1 0'-0" TO 3'-0" #4'S @ 48" O.C. (2) #5'S TOP AND BOTTOM 2" DIA. J-BOLT, FRAMING PLAN @ 200 S.F. MAX (TYP.) 4"

WEDGE ANCHOR, OR EPOXY U.N.O. BONDED ALL THREAD BOLT UP TO 4'-0" #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM w/ 4" EMBEDMENT. COLUMN BASE RE: PLAN RE: FRAMING PLAN 3" CLR. UP TO 7'-0" #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM

6" MIN. UP TO 9'-0" #4'S @ 18" O.C. (2) #5'S TOP AND BOTTOM RE: TYPICAL BASEMENT WALL

(12" MIN. @ SIM.) AND (1) #5 @ 24" O.C. SECTION FOR ADDITIONAL RE: TO PLAN INFORMATION. DRIP EDGE, RE: UP TO 10'-0" #5'S @ 16" O.C. (2) #5'S TOP AND BOTTOM CONT. TOP BARS RE: 1 1/2" AND (1) #5 @ 16" O.C. FOUNDATION WALL REINFORCING SCHEDULE WALLS WITH BACKFILL ON EACH SIDE, SUCH AS DEEP GARAGE WALLS, ONLY REQUIRE REINFORCEMENT FILL PER RE: PLAN STEEL BASE PLATE AS PER THE SCHEDULE ABOVE FOR WALLS UP TO 4'-0" IN HEIGHT. GEOTECH 11 REPORT 3/4" = 1'-0" (2) #5 CONT. TOP PROVIDE NON-METALIC MATERIAL FOUNDATION PAD RE: FOUNDATION WALL 3'-0" MIN AS NEEDED TO PREVENT BARS 1'-0" MIN.

3'-0" MIN. RE: FND PLAN FOR SIZE REINFORCING SCHEDULE RE: FOUNDATION RE: FOUNDATION (2) #5 FROM CONTACTING WINDOW BUCK AND REINFORCEMENT WALL WALL CONTINUOUS 1 1/2" CLEAR REINFORCING REINFORCING TOP BARS (2) #4 BARS TOP OF 1 1/2" CLEAR OR TO SUITABLE SOIL SCHEDULE SCHEDULE OPENING, EXTEND BARS (2) #5 CONT. BOT 3'-0" 3'-0" 3'-0" MINIMUM BEYOND 2'-0" 1'-0" NATIVE SOIL OR EACH SIDE OF WINDOW 3" CLR. COMPACTED FILL MAINTAIN FROST DEPTH 5'-0" MIN WINDOW

8" TYP. BLOCKOUT RE: SCH. RE: PLAN BRACE WALL PRIOR 3" CLR. (2) #4 VERTICAL BARS @

TO BACKFILLING 2'-6" 8" #4 x @ 18" o.c. (2)-#4x6'-0" EACH SIDE OF OPENING. (3) #4 BARS x 8" 1'-4" EXTEND TO TOP AND RE: TO PLAN BOTTOM ROW OF STEEL.

VERTICAL BARS RE: (2) #5 3'-0" 3'-0" PATIO POST PAD /PATIO POST 2'-0" MIN CONTINUOUS (2) #4 BARS BOTTOM OF FOUNDATION WALL 5'-0" MIN REINFORCING 6 3/4" = 1'-0" 6a N.T.S. BOTTOM BARS OPENING, EXTEND BARS SCHEDULE 3'-0" MINIMUM BEYOND 3'-0" MIN EACH SIDE OF WINDOW

#4 BARS @ 16" o.c. RE: SECTION FOR WALL HEIGHT HOOK 18" INTO FOUNDATION WALL 2'-0" MIN HORIZONTAL BARS RE: FOUNDATION VARIES RE: ARCH'L WINDOW OPENING WALL REINFORCING EXTERIOR SHEATHING 2x CONT. PLATE w/ 1/2" DIA x 10 (2)-#4x6'-0" SCHEDULE RE: FRAMING A.B. W/ 8" EMBEDMENT @ 2 14 N.T.S. 1" EXP. JOINT MATERIAL 4'-0" O.C. & WITHIN 1'-0" OF 8" WIDE 2x STUDS RE: FRAMING 4" LEDGE EACH END OF EACH PIECE OF COUNTERFORT (2) #5 CONT. TOP WALL AND FLOOR SILL PLATE. FRAMING NOT SHOWN (3)-#4x2'-6" CENTERED 1/2" EXP. JOINT MATERIAL RE: PLAN SHEAR WALL LEGEND OVER HAUNCH RE: SITE PLAN SLOPE 4" CONCRETE SLAB-ON-GRADE, RE: FOUNDATION NOTES FOR (2) #4 BARS x MINIMUM OF (2) #4 REINFORCEMENT, SCORE SLAB w/ 4" CONC. STOOP OR TOP BARS ABOVE 1" DEEP CONTROL JOINTS @ 200 S.F. MAX (TYP) PATIO RE: ARCH'L HAUNCH BOLT 3'-4" VERTICAL BARS RE: FOUNDATION WALL STEP FOUNDATION WALL 1'-4" 3"x3"x1/4" STEEL 12 REINFORCING SCHEDULE N.T.S. BACKFILL SOIL AND WASHER AND 1/2" (2) #4 x COMPACT PER STANDARD STEEL NUT 8" #4 x @ 18" o.c. @ 12" o.c. 8" GEOTECHNICAL #4 x @ 18" o.c. 1'-0" REPORT DRILL 5/8" DIAMETER 8" HOLE OR CAST 1/2" RIGID INSULATION BY OTHERS 05/11/2018 #4 BARS @ 16"O.C. 2'-0" BEAM POCKET, EA. WAY STANDARD STEEL NUT RE: REINFORCING RE: FOUNDATION WALL SIZE PER PLAN. PLACE HAUNCHES AT SCHEDULE REINFORCING SCHEDULE SOLID GROUT. 5'-0" o.c. MAX. CONTINUOUS TOP (2) #5 CONT. BOT BAR, BEYOND JOS SYSTEMS RE: REINFORCING HOLD-DOWN SCHEDULE PLASTIC HAUNCH SCHEDULE TOP BAR, TURN AS SUPPLIED BY RE: REINFORCING 90° @ EDGE OF OPENING "HDx" HOLD DOWN ANCHOR BOLT EMBED. DEPTH 1 1'-0" BARTON SUPPLY MIN. 4" x 4" x WIDTH OF SCHEDULE TOP TYP. FOOTING VOID FORM AS REQ'D 3'-0" x 3'-0" BAR, TURN 90° @ (1) # 5 BAR 24" HD1 SIMPSON CS16 x 40" w/ 10d or USP RS150 N.A. FOOTING RE: TO PLAN 10" PER GEOTECHNICAL EDGE OF OMIT FOOTING FOR DRAIN ENGINEER AT 12'-0" O.C. AND MIN. LENGTH OPENING HD2 SIMPSON STHD10RJ or HDU4 or USP STAD10RJ USP PHD4A 7 1/2" RE: TO PLAN CENTERED UNDER ALL WINDOW WELLS. HD3 SIMPSON STHD14RJ or HDU8 or USP STAD14RJ USP PHD8 10 1/2"

COUNTERFORT HAUNCH DETAIL WALKOUT WALL SECTION BEAM POCKET SECTION 1. EMBEDMENT LENGTHS ARE BASED ON HILTI HIT-RE 500 V3 ADHESIVE w/ HILTI HAS/HIT-V THREADED 5 3/4" = 1'-0" 7 N.T.S. 8 3/4" = 1'-0" 13 N.T.S. ROD OR EQUIVALENT 6a S0b

1 S0b

1 S0b

3 S0b

3 S0b

6a S0b

05/11/2018

BASEMENT FOUNDATION PLAN 1 SCALE: 1/4" = 1'-0" ELEVATION C