THE ASHTON PERSPECTIVE VIEW TYPICAL DETAILS
GENERAL DESIGN NOTES: 1. THESE DRAWINGS ARE OF A GENERAL NATURE AND ARE NOT INTENDED TO CONVEY THE METHOD OR MEANS OF CONSTRUCTION. IT IS ASSUMED THAT ALL WORK WILL BE PERFORMED BY REPUTABLE CONTRACTORS AND IN ACCORDANCE WITH ESTABLISHED GOOD PRATICE. 2. THIS DESIGN AND ALL CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF THE GOVERNING CODE, THE GOVERING CODE BEING THE 2009 INTENATIONAL RESIDENTIAL CODE. 3. UNLESS NOTED OTHERWISE THIS DESIGN HAS BEEN DEVELOPED TO MEET OR EXCEED THE FOLLOWING CRITERION: a. SESMIC DESIGN CATEGORY: D0 b. WEATHER PROBABILITY FOR CONCRETE: SEVERE c. WIND SPEED (50 YEAR RECURRANCE): 90 MPH d. SNOW LIVE LOADS: 35 PSF e. DECAY PROBABILITY: BELOW GRADE f. FROST DEPTH: 30 BELOW FINAL g. FLOOR LIVE LOADS: 40 PSF 4. BATHROOMS WITHOUT EXTERIOR WINDOWS SHALL BE PROVIDED WITH A VENTILATION FAN CAPABLE OF 50 CFM. 5. ALL GARAGE FLOOR SLABS SHALL SLOPE TOWARD THE MAIN VEHICLE ENTRY DOOR AT 1/8 SLOPE TO 12 OF RUN. 6. WINDOW WELLS DEEPER THAN 44 SHALL BE PROVIDED WITH PERMANENT STEPS OR LADDERS. 7. (1) 3-0 DOOR SHALL BE PROVIDED TO THE EXTERIOR (NO TRAVEL ALLOWED THROUGH GARAGE). 8. SMOKE DETECTERS EACH LEVEL, EACH SLEEPING ROOM AND JUST OUTSIDE ALL SLEEPING AREAS. 9. ANY SPECIFIC NOTES OR DETAILS WILL TAKE PRECENDENCE OVER GENERAL NOTES OR DETAILS. 10. THE CONTRACTOR WILL BE HELD LIABLE FOR ANY VARIANCE FROM THE DRAWINGS OR WRITTEN ADDENDA. 11. PROVIDE ADDEQUATE EARTHQUAKE STRAPS FOR ALL GAS BURNING APPLIANCES. 12. DOOR BETWEEN GARAGE AND HOME SHALL BE FIRE RATED AT 20 MINUTES. 13. 1/2" TYPE X GYPSUM, FIRE TAPED, ON WALLS SEPERATING GARAGE FROM LIVING SPACE AND 5/8" TYPE X FIRETAPED ON ALL GARAGE CEILINGS WITH LIVING SPACE ABOVE. 14. ICE AND WATER SHIELD SHALL BE PROVIDED FROM EAVE EDGE POINT TO A POINT 24" INSIDE LINE OF EXTERIOR WALL. GENERAL CONCRETE NOTES: 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT DAYS OF 2,500 LBS. CEMENT IN THE MIXTURE SHALL COMPLY WITH ACI 318 AND ASTM C 1157. 2. ALL FOOTINGS SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND. FOOTINGS SHALL BE REINFORCED WITH (2) #4 BARS WITH 3" CLEARANCE FROM BOTTOM AND SIDES. A VERTICAL DOWEL SHALL BE PROVIDED THAT HAS A STANDARD HOOK INTO THE FOOTING AND A MINIMUM LAP OF 30" WITH THE STEM WALL VERTICAL REINFORCEMENT. ALL FOOTINGS SHALL BE 16"X8" UNLESS NOTED OTHERWISE. 3. ANCHOR BOLTS SHALL BE PROVIDED AT A MAXIMUM SPACING OF 6'-0" O.C. (4'-0" O.C. FOR TWO STORY CONSTRUCTION). AN ANCHOR BOLT SHALL BE PROVIDED WITHIN THE FIRST 12" OF EACH SILL PLATE SECTION. ANCHOR BOLTS SHALL BE A MINIMUM OF 1/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF OF 7" INTO THE FOUNDATION STEM WALL. (1) 3"X3"X3/16" FLAT PLATE WASHER WASHER SHALL BE PROVIDED AT EACH ANCHOR BOLT. 4. FRAMING STRAPS SHALL BE PROVIDED AT THE LOCATIONS NOTED ON PLANS AND INSTALLED AS PER THE MANUFACTORER (SEE DETAIL (10) ON SHEET ). 5. FOUNDATION STEM WALL THICKNESS AND REINFORMCEMENT SHALL BE ACCORDING TO THE FOLLOWING REQUIREMENTS (IF SOIL IS TYPE GW, GP, OR SP. IF OTHER SOIL TYPE REFER TO IRC TABLE 404.1.1(2) FOR PROPER REINCORCEMENT): *,** WALL HEIGHT: THICKNESS: HORIZ. BAR: VERT. BAR: < 4-0" 6" (1)#4 @ MID-HGHT OF WALL STORY ** #4 @ 48 4-1 - 8'-0" 8" (1)#4 @ MID-HGHT OF WALL STORY ** #4 @ 16 8-1 - 9'-0" 8" (1)#4 @ THIRD POINTS OF WALL STORY ** #4 @ 15 *WALLS OF ANY HEIGHT THAT SUPPORT MASONRY VENEER SHALL BE A MINIMUM OF 8 THICK. **(1) #4 HORIZ. BARS ARE REQUIRED IN THE TOP 12 OF ALL FOUNDATION STEM WALLS. 6. S SHALL EXTEND A MINIMUM OF 6 ABOVE FINAL GRADE BUT SHALL NOT EXCEED 12 ABOVE FINAL GRADE. 7. FOUNDATIONS FORMING A CRAWL SPACE SHALL HAVE 1 FT2 OF VENTING FOR EVERY 150 FT2 OF CRAWL SPACE AREA. IF A VAPOR RETARDER IS PROVIDED THEN VENTING MAY BE REDUCED TO 1 FT2 OF VENTING FOR EVERY 1,500 FT2 OF CRAWL SPACE AREA. 8. ALL GRADE SHALL BE A MINIMUM OF 4 THICK WITH #3 BARS AT 18 O.C. EACH WAY. WHERE A SLAB ON GRADE IS BOUNDED BY CONCRETE STEM WALLS, A ½ THICK EXPANSION MATERIAL SHALL BE PROVIDED AT PERIMETER OF SLAB. FRAMING NOTES: 1. A MINIMUM OPENING OF 22 x30 SHALL BE PROVIDED INTO A CRAWL SPACE CONTAINING APPLIANCE. 2. NO CONSTRUCTION DEBRIS SHALL BE LEFT IN THE CRAWL SPACE. 3. ALL EXTERIOR BEARING WALLS SHALL BE FRAMED WITH 2x6 STUDS AT 24 O.C. WITH DOUBLE TOP PLATE. 4. ALL EXTERIOR WALLS SHALL BE COVERED WITH 7/16 OSB SHEATHING STAPLED AT 4 O.C. AT EDGES AND 8 O.C. IN THE FIELD. 5. ALL INTERIOR BEARING WALLS SHALL BE FRAMED WITH 2x4 STUDS AT 16 O.C. WITH A DOUBLE TOP PLATE. 6. ALL INTERIOR PARTITION WALLS SHALL BE FRAMED WITH 2x4 STUDS AT 16 O.C. 7. FLOOR JOISTS SHALL BE 11-7/8 TJI FLOOR SYSTEM (SERIES AND SPACING AS DETERMINED AND NOTED ON TJXPERT LAYOUT). 8. FLOOR SHEATHING SHALL BE ¾ T&G OSB SUBFLOOR GLUED AND NAILED WITH RING SHANK AT 6 O.C. AT EDGES AND 10 O.C. IN THE FIELD. 9. ROOF SHALL BE COMPOSED OF PREFABRICATED, ROOF TRUSSES AT 24 O.C. (FRAMED ACCORDING TO ROOF TRUSS LAYOUT). 10. ROOF SHALL BE COVERED WITH 7/16 OSB SHEATHING NAILED AT 4 O.C. AT EDGES AND 8 O.C. IN THE FIELD. 11. ALL SILL PLATES TO BE ATTACHED TO WITH PROVIDED ANCHOR BOLTS. A 3 x3 x3/16 FLAT PLATE WASHER SHALL BE USED AT EACH. DO NOT CRUSH SILL PLATE WHEN TIGHTENING ACHOR BOLT NUTS. (EACH SILL PLATE SECTION SHALL HAVE A MINIMUM OF (2) ANCHOR BOLTS WHEN POSSIBLE). 12. ALL STAIRS SHALL BE FRAMED WITH RISERS THAT VARY LESS THAN 1/4 AND SHALL NOT EXCEED 7 ¾ RISE. A 10 MINIMUM TREAD SHALL BE PROVIDED FOR EACH STEP. PROVIDE AN ADEQUATE HANDRAIL 36 ABOVE STAIR PLANE. PROVIDE A MINIMUM HEAD ROOM OF 6-8 ABOVE STAIR PLANE. 13. UNLESS NOTED OTHERWISE ON PLANS CEILING HEIGHTS SHALL BE: MAIN & UPPER LEVEL = 8'-1 1/8" BASMENT LEVEL = 8'-1 1/2" DOOR HEADER SCHEDULE (EXTERIOR BEARING WALLS) DOOR WIDTH: HEADER MATERIAL: HEADER SIZE: TRIMMERS REQUIRED: < 3-8 DIMENSIONAL LUMBER(2) 2x6 (1) JACK (1) KING 3-9 < 4-7 DIMENSIONAL LUMBER(2) 2x8 (2) JACK (1) KING 4-8 < 5-7 DIMENSIONAL LUMBER(2) 2x10 (2) JACK (1) KING 5-8 < 7-0 DIMENSIOANL LUMBER(3) 2x10 (2) JACK (1) KING 7-1 < 16-0 MICRO-LAM BEAM (1) 1-3/4 x11-1/4 (3) JACK (1) KING 16-1 < 18-0 MICRO-LAM BEAM (1) 1-3/4 x11-1/4 (3) JACK (1) KING DOOR HEADER SCHEDULE (INTERIOR BEARING WALLS) DOOR WIDTH: HEADER MATERIAL: HEADER SIZE: TRIMMERS REQUIRED: < 3-6 DIMENSIONALUMBER (2) 2x6 (2) JACK (1) KING 3-7 < 4-5 DIMENSIONALUMBER (2) 2x8 (2) JACK (1) KING 4-6 < 5-5 DIMENSIONALUMBER (2) 2x10 (2) JACK (1) KING 5-6 < 6-3 DIMENSIONALUMBER (3) 2x10 (2) JACK (1) KING WINDOW HEADER SCHEDULE (EXTERIOR BEARING WALL) DOOR WIDTH: HEADER MATERIAL: HEADER SIZE: TRIMMERS REQUIRED: < 3-8 DIMENSIONALUMBER (2) 2x6 (2) Jack (1) KING 3-9 < 4-7 DIMENSIONALUMBER (2) 2x8 (2) JACK (1) KING 4-8 < 5-7 DIMENSIONALUMBER (2) 2x10 (2) JACK (1) KING 5-8 < 7-0 DIMENSIONALUMBER (3) 2x10 (2) JACK (1) KING HEADERS INDICATED OM THESE CHARTS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2009 IRC FRAMING SPECIFICATIONS AS RELATED IN TABLES R502.5(1) AND R502.5(2) (PAGES 83-84). HEADER AND BEAM INFORMATION SEE SPECIFIC JOB PLANS AND FLOOR JOIST LAYOUT. THESE HEADERS ARE SUGGESTIONS ONLY AND MAY BE VARIED ACCORDING TO FRAMING NEED (I.E. HEADER DEPTH RESTRICTIONS). MARK HD2 MODEL NUMBER HOLDOWN TYPE ANCHOR BOLT DIAMETER HOLDOWN SCHEDULE MINIMUM EMBEDMENT IN CONCRETE MINIMUM COLUMN SIZE STHD8/RJ A, B - 8" 2-2x ST4/RJ A, B - 14" 2-2x 1) ALL HOLDOWNS BASED UPON SIMPSON STRONG-TIE CONNECTORS. WOOD COLUMN SIMPSON STRAP TIE SEE SCHEDULE SHEAR WALLS: MARK 1 2 3 D 2xSTUDS 2x NO NO 2x @ PRESSURE TREATED SILL PLATE HOLDOWN TYPE A WALL SILL PLATE/ ANCHOR 3x3x3/16 WALL TOP PLATE 7/16" (7) NAILING PLATE STUDS BOTTOM PLATE BOLTS WASHERS BLOCKING DETAIL APA RATED (1) (2) (3) (4) (5) (6) SHEATHING EDGES INTERMED. 2x6 STUDS 1/2" DIA. 2x6 @ @ 2x @ 4'-0" O.C. YES 1/S1 ONE SIDE @ 6" O.C. @ 12" O.C. 24" O.C. 7" EMBED 2x4 STUDS 1/2" DIA. @ 2x @ 4'-0" O.C. YES 2x4 @ 1/S1 ONE SIDE @ 6" O.C. @ 12" O.C. 16" O.C. 7" EMBED 2x4 STUDS 1/2" DIA. 2x4 @ @ 2x @ 2'-8" O.C. YES 1/S1 ONE SIDE @ 3" O.C. @ 12" O.C. 16" O.C. 7" EMBED FLOOR OR ROOF LINE WOOD COLUMN SIMPSON STRAP TIE SEE SCHEDULE BOTTOM PLATE FLOOR SHEATHING WOOD WALL SCHEDULE FASTENERS TO COLUMN PRESSURE TREATED SILL PLATE RIM JOIST OR FLOOR PACK DOUBLE TOP PLATE CHORD MEMBER 24-16d 24-16d HOLDOWN TYPE B OPTIONS 1/S1 16d @ 4" O.C. STAGGERED JOIST SPACE LAP SPLICE OF DBL. TOP PLATE ALTERNATE STAPLE SCHEDULE FOR APA RATED SHEATHING EDGE NAIL SPACING AS SPECIFIED IN THE WOOD WALL OR DIAPHRAGM SCHEDULES @ 6" O.C. @ 4" O.C. @ 3" O.C. @ 2" O.C. 14 GAUGE @ 6" O.C. @ 4" O.C. @ 3" O.C. @ 2" O.C. 15 GAUGE @ 5" O.C. @ 3 1/2" O.C. @ 2" O.C. @ 1 1/2" O.C. NOTE: 1. ALL STAPLES TO HAVE 7/16" MIN. CROWN WIDTH. 2. ALL STAPLE SPACING AT INTERMEDIATE PANEL SUPPORTS IS @ 12" O.C. 3. MINIMUM PENETRATION FOR ALL STAPLE GAUGES IS 1 1/2". 16 GAUGE @ 4" O.C. @ 2 1/2" O.C. @ 1 1/2" O.C. @ 1" O.C. 1/2" DRYWALL 8' ONE SIDE 4' TWO SIDES (1) USE CONSTRUCTION GRADE DOUGLAS FIR. (2) USE PRESSURE TREATED WOOD WHEN IN CONTACT WITH CONCRETE. (3) USE A307 STEEL. DO NOT RECESS NUT AND WASHER INTO SILL PLATE. MINIMUM 2 ANCHOR BOLTS PER PIECE. LOCATE ANCHOR BOLTS 10" FROM EACH END OF PIECE. CONTRACTOR MAY USE SIMPSON "AT" ACRYLIC TIE W/ 6" MIN. EMBED. IN LIEU OF ANCHOR BOLTS. USE A307 THREADED ROD W/ SAME DIAMETER & SPACING AS ANCHOR BOLT. (4) USE A36 STEEL. DO NOT RECESS INTO SILL PLATE. IF PLATE WASHERS ARE NOT REQUIRED, USE STANDARD WASHERS. (5) AT BEARING WALLS (BW) ONLY, BLOCKING MAY BE ELIMINATED IF WALL SHEATHING IS USED. (6) WHERE TOP PLATE IS CUT OR DIS, STRAP ACROSS BREAK WITH SIMPSON MST37 STRAP. (7) SHEATHING TO BE PLYWOOD OR OSB. (VERTICAL OR HORIZONTAL ORIENTATION.) PROVIDE BLOCKING AT ALL UNSUPPORTED PANEL EDGES FOR NAILING, INCLUDING PANEL EDGES ABOVE AND BELOW OPENINGS. 4'-0" MIN. LAP 1 S1 @ 7" O.C. @ 7" O.C. DESIGN NOTES SCALE: NONE TYPICAL DETAILS A0.1
REF. D/W TV ALL HOUSE EXTERIOR WALLS TO BE 1 ALL GARAGE EXTERIOR WALLS TO BE 2 UNLESS NOTED OTHERWISE SEE SCHEDULE PAGE A0.1 PLANT SHELF VAULT LINE D 30X22 ATTIC ACCESS TV ELECTRIC METER AND PANEL D Web stiffeners required each side. Blocking panel FLOOR JOIST BLOCKING DETAIL MAIN LEVEL PLAN SCALE: 1/4"=1'-0" TYPICAL DETAILS A1.0
HAUNCH WS FURNACE WH FOUNDATION NOTE: FOUNDATION STRAP LOCATIONS ARE APPROXIMATE ONLY. REFER TO PAGE A1.0 FOR EXACT PLACEMENT MEASURMENTS. FOUDATION NOTE: SET ANCHOR BOLTS BACK WHERE BRICK IS USED FOUNDATION PLAN SCALE: 1/4"=1'-0" TYPICAL DETAILS A1.1
5 12 ARCHITECTURAL SHINGLES HORIZONTAL VINYL SIDING VERTICAL VINYL SIDING BRICK VENEER ELE 1 A2.1 FRONT ELEVATION SCALE 1/4" = 1'-0" 5 12 12 5 ELE 2 LEFT ELEVATION ELE 4 RIGHT ELEVATION A2.1 SCALE 1/8" = 1'-0" A2.1 SCALE 1/8" = 1'-0" ELE 3 A2.1 REAR ELEVATION SCALE 1/8" = 1'-0" ELEVATIONS SCALE: AS NOTED TYPICAL DETAILS A2.1
3' 7 3/ 8" 10" 8'8 RIM JOIST LAYOUT 1/2" LAYOUT RIM JOIST 1/2" PROVIDE A MINIMUM OF 6'-8" CLEARANCE STAIR TREAD AND RISER (SEE FRAMING NOTE#12) DET 3 STAIR SECTION DETAIL GUARD RAIL HANDRAIL ON WALL BEYOND BALUSTERS SPACED SO THAT A 4" DIAMETER SPHERE CANNOT PASS BETWEEN THEM CRIPPLE FRAMING 16d AT 3" O.C. WALL SHEATHING (SEE FRAMING NOTE #4) (2)2x6 STUDS 2x4 BLOCKING TURNED FLAT AT SHEATHING JOINT WITHIN 2'-0" OF MIDHEIGHT ATTACH SHEATHING WITH 8d AT 3" O.C. AT ALL STUDS, SILL AND HEADER DET 5 PREFABRICATED ROOF TRUSS ATTACH SHEATHING TO HEADER WITH 8d AT 3" O.C. BOTH DIRECTIONS DOOR HEADER SIMPSON ST6224 (OR EQUAL) ON INSIDE FACE OF WALL (2) ROWS OF 16d AT 3" O.C. SIMPSON ST4 (OR EQUAL) INSTALLED AS PER MANUFACTURER 1/2 ANCHOR BOLT WITH 7" MIN EMBEDDMENT INTO CONCRETE INFORMATION SEE DETAIL (10) SHEAR WALL DETAIL NOTES) DET 1 DETAIL 1 2x4 DBL TOP PLATE LAYOUT DET 2 DETAIL 2 LAYOUT R-50 ATTIC INSUALTION 1/2" DET 4 STAIR RAIL DETAIL LAYOUT 1/2" LAYOUT DET 10 2x EMBEDMENT LENGTH +12" MIN. REBAR LENGTH Simpson Strong-Tie STHD Edge Installation STRONG-TIE STHD 8 DETAIL 2x4 EXTERIOR WALL 6" CONCRETE DET 6 DETAIL 6 MASONRY VENEER RIM JOIST DET 7 DETAIL 7 RIM JOIST DET 8 DETAIL 8 RIM JOIST 2x4 SILL PLATE (SEE DET 9 DETAIL 9 1/2" TYPICAL DETAILS SCALE: AS NOTED TYPICAL DETAILS