Plan #104. SDS-CAD Specialized Design Systems. Residential Design

Transcription

1 REVIION D-CAD pecialized Design ystems P O Box 7 Mendon, Utah D-CAD pecialized Design ystems Plan #10 Page1 Main Floor Plan Page 2 Basement Plan Page Front & Right Elevation Page Back & Left Elevation Page 5 Framing Plan Page 6 Whole House ection Page 7 Wall Detail Page 8 Main Electrical Page Basement Electrical Page 10 Details Page 11 General pecifications Note: Paper size D - 22 x if printed on B - 11 x 17 scale is 1/2 of stated 200 DCAD pecialized Design ystems HEET NO. 1A

2 REVIION 1'-6" 2'-0" 7'-" 1'-6" 1'-" 2'-0" 2'-2" '-8" 8'-1" '-8" '-7" 2'-0" '-5" '-" 2'-5" BREAKFAT 06 '-1" '-1" '-5" PATIO 25'-5" x 10'-0" '-6" 5 26'-" '-5" 7'-6" 1'-10" 2'-" 2'-2" 2'-" 12'-6" 2'-6" Electric Generator 1'-6" '-2" KY " Concrete with WWM over compacted gravel fill sloped to door 1" slope per 10' to garage door MATER BDRM 1'-" x 16'-" MAKE-UP CL. Roll in C.T. 7'-10 /" GARAGE 2'-0" x 25'-" 7'-6" '-11" PANTRY 7'-11" x '-7" 8'-0 1/8" '-7" '-6" 8'- 5/8" Garage and house floors to be at the same elevation 2'-2" Electrical Panel Furnace Flue ingle heet one side of wall w/ 7/16" D..B. Nailed 8d@6"o.c. Edge and 12" o.c. Field (2) 1 /" x 1/2" LVL Min Header '-10" KITCHEN 668 LAUNDRY 5'-11" x 11'-" '-" PULL DOWN TAIR 6'-0 1/" 2'-6" 5'-6" KY 06 CAED OPENING 6'-" 8'-0" D/W FP 2'-0" 078 DINING 12'-7" x 1'-" GREAT ROOM 18'-11" x 18'-" TRAY CEILING PORCH 2'-8" x 5'-" TURNED COLUMN TYP 8'-0" 2'-" '-2" '-7" '-8 1/2" '-" '-6" 10'-8" x 1'-0" 568 BATH 8'-5" x 5'-1" PARLOR 1'-0" x 15'-" 7'-0" KY 1'-6" '-2" '-6" '-10" '-0" '-10" 1'-8" 6'-2" 2'-6" 1'-8" 6'-0" D-CAD pecialized Design ystems P O Box 7 Mendon, Utah '-10 1/" 8'- 1/2" 2'-10 1/" 7'-2" 10'-8" 7'-2" '-1" 2'-11" 2'-0" '-" 2'-0" 2'-2" '-" 2'-2" 2 6'-0" LIVING AREA 17 2'-8" sq ft 8'-" 7'-0" 2'-8" 8'-8" 2'-8" 6'-6" QTY FLOOR IZE DIMENION R/O DECRIPTION HEADER 5 0 8"X5" X55 1/2 DOUBLE HUNG 2X8X52 (2) 8 1 8"X5" X55 1/2 DOUBLE HUNG 2X7X52 (2) "X5" X55 1/2 DOUBLE HUNG 2X7X6 (2) "X5" 7X55 1/2 DOUBLE HUNG 2X7X0 (2) "X5" 1X55 1/2 DOUBLE HUNG 2XX22 (2) MAIN FLOOR PLAN CALE 1/"=1' NUMBER QTY FLOOR IZE DIMENION R/O DECRIPTION HEADER D X80X1 /" 7X81 1/2 EXT. -PANEL 2X8X0 (2) D X80X1 /8" 7X81 1/2 -PANEL 2X8X0 (2) D X80X1 /8" X81 1/2 -PANEL 2X8X6 (2) D X80" 61X81 1/2 BIFOLD 2X8X6 (2) D X2X1 /8" 7X 1/2 -PANEL 2X7X0 (2) D X80X1 /8" 7X81 1/2 EXT. -PANEL 2X7X0 (2) D X6" 10X7 1/2 GARAGE 2-PANEL2X12X115 (2) D X80X1 /" 7X81 1/2 EXT. UNRIE PANEL 2X7X0 (2) D X80" X81 1/2 BIFOLD 2X7X2 (2) D X80X1 /8" 7X81 1/2 -PANEL 2X7X0 (2) D X80" 61X81 1/2 BIFOLD 2X11X6 (2) D X80" 67X81 1/2 BIFOLD 2X11X70 (2) D X80" X81 1/2 BIFOLD 2X7X52 (2) D X80X1 /8" 5X81 1/2 -PANEL 2X6X8 (2) D X80" 65X81 1/2 BIFOLD 2X11X68 (2) D X87X1 /" 7X88 1/2 UNRIE PANEL 2X7X0 (2) Note: Paper size D - 22 x if printed on B - 11 x 17 scale is 1/2 of stated 200 DCAD pecialized Design ystems HEET NO. 1

3 REVIION 1'-" Egress Window Wells/Code 12'-11" '-5" '-" '-8" 8'-1" '-8" '-7" 16'-" x 18 Footing for porch Posts 8'-2" '-" INGLE POUR RIM JOIT INTALLATION NAILED PORTION INGLE POUR CORNER INTALLATION 0" MINIMUM REBAR LENGTH EE FOOTNOTE NO.5 1/2" MIN. FROM CORNER CORNER DITANCE FROM EDGE TRAP TO CORNER 1 1/2" ONE # REBAR IN HEAR CONE impson trong-tie HPAHD ONE # REBAR IN HEAR CONE 12" MINIMUM REBAR LENGTH impson trong-tie HPAHD = HPA2 impson Hold Downs = TRJ impson Hold Downs 1'-7" 7'-2" 26'-" '-0" UP GARAGE 2'-8" x 2'-11" WH FUTURE WALL 5 1/" x 11 1/" Min Beam ize Design Criteria for 12' Column pacing " Min Bearing at each end Deflection criterion of L/60 Live Load and L/20 Total Load 8" x 20" min footing under bearing wall COLD TORAGE 2'-10" x 7'-1" 5 1/" x 11 1/" Min Beam ize Design Criteria for 12' Column pacing " Min Bearing at each end Deflection criterion of L/60 Live Load and L/20 Total Load D 7'-5 15/16" 2868 D D 10'-7" x 1'-2" '-10" x 1'-" BATH 10'-7" x '-" 1'-2" 5'-2" 2'-8" 1'-0" 6'-0" D-CAD pecialized Design ystems P O Box 7 Mendon, Utah Foundation Vent Foundation Vent 6'-" 2'-" 2 LIVING AREA 2'-10" '-6" 10'-8" '-0" sq ft Concrete: 1. All slabs are to be " concrete over " gravel unless otherwise noted on the plans. 2. Concrete to be ACI 01-66, Type II cement, 2500 psi at 28 days, 5" maximum slump.. Reinforcing to be ATM A615-Bars with Fy=60 ksi lamp 0 diameter minimum at splices or weld per ACI td.. Concrete design based on Fc 2000 psf, Fc 2500 psi for quality only. 5. Anchor bolts shall be A-07 embedded 7" minimum into concrete or masonry grout. BAEMENT PLAN CALE 1/"=1' Note: Paper size D - 22 x if printed on B - 11 x 17 scale is 1/2 of stated 200 DCAD pecialized Design ystems HEET NO. 2

4 REVIION D-CAD pecialized Design ystems P O Box 7 Mendon, Utah RIGHT ELEVATION CALE 1/"=1' 6/12 PITCH FRONT ELEVATION CALE 1/"=1' Note: Paper size D - 22 x if printed on B - 11 x 17 scale is 1/2 of stated 200 DCAD pecialized Design ystems HEET NO.

5 REVIION 6/12 PITCH LEFT ELEVATION CALE 1/"=1' D-CAD pecialized Design ystems P O Box 7 Mendon, Utah ARCHITECTURAL AHPHALT HINGLE 6/12 PITCH REAR ELEVATION CALE 1/"=1' Note: Paper size D - 22 x if printed on B - 11 x 17 scale is 1/2 of stated 200 DCAD pecialized Design ystems HEET NO.

6 2x12 joists 16" OC Electric Generator KY MAKE-UP CL. Electrical Panel KY KY REVIION MAIN FLOOR FRAMING CALE 1/8"=1' Roof Framing: 1. Fascia to be 2"x Douglas Fir. 2. For soffit size see details.. For spans and dimensions refer to floor plans.. Trusses are to be an approved truss design from the truss manufacture's engineer. 5. Use impson H-1 hurricane anchors at each truss or rafter to wall connection. 6. olid blocking required between joists, rafters, and trusses over all bearing walls. uch blocking shall be 1 ½" minimum thickness and full depth of joists, rafters, or trusses. 7. Minimum header sizes shall be according to the header size table unless otherwise noted. 8. Basis of design roof live/snow load of 7 psf, and roof dead load of 15 psf.. Plywood roof decking to be Min ½" thick, 2/0, CDX or 5/8 wafer. RO FRAMING CALE 1/8"=1' D-CAD pecialized Design ystems P O Box 7 Mendon, Utah BREAKFAT '-" UP '-2" Furnace Flue KITCHEN TRAY CEILING FP Roll in 06 C.T. PULL DOWN TAIR CAED OPENING TURNED COLUMN TYP Garage and house floors to be at the same elevation ingle heet one side of wall w/ 7/16" D..B. Nailed 06 8d@6"o.c. Edge and 12" o.c. Field " Concrete with WWM over compacted gravel fill sloped to door 1" slope per 10' to garage door (2) 1 /" x 1/2" LVL Min Header EE GENERAL PEC AND NOTE FOR FRAMING DETAIL PRE-ENGINEERED TRUE A UPPLIED BY TRU MANUFACTURER Note: Paper size D - 22 x if printed on B - 11 x 17 scale is 1/2 of stated 200 DCAD pecialized Design ystems HEET NO. 5

7 REVIION General framing: (Douglas Fir) 1. Minimum header sizes shall be according to the following table unless otherwise noted. Header sizes (single story construction) 2'-0" to '-0" pan 2-2x's ' + to 6'-0" pan 2-2x6's 6' + to 8'-0" pan 2-2x8's 8' + to 10'-0" pan 2-2x10's 10' + to 12'-0" pan 2-2x12's Header sizes (two story construction) 2'-0" to '-0" pan 2-2x's ' + to pan 2-2x6's 5' + to 7'-0" pan 2-2x8's 7' + to 8'-0" pan 2-2x10's 2. Brace all exterior walls and cross-stud partitions at each end of building and at least every 25' of length by one of the following: a. impson WB 126 wall bracing with -16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of /8 inch.. Fire stopping: a. Fireblock stud spaces over 10' in height, furred spaces, soffits, drop ceilings, cove ceilings, stair stringers at top and bottom of run, bearing walls and ceiling joist lines, etc. Firestopping shall consist of 2" nominal lumber. b. Firestop openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with approved noncombustible materials.. CDX plywood is not approved where exposed to weather, i.e., roof overhangs. 5. Exterior wall framing to be 2"x6" studs at 16" o.c. Interior wall, framing at non-bearing walls to be 2"x" studs at 2" o.c. and at bearing walls 2"x" studs at 16" o.c. with double top plate. 6. hear wall to be /8" CDX plywood applied horizontally. 7. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place. 8. Framing lumber shall be Douglas Fir construction grade Fb 150 or better unless otherwise noted.. Nailing to be per current U.B.C. unless otherwise noted. 10. All bearing partitions shall have double top plates. 11. tructural glued laminated timbers to be stamped by an approved agency. 12. Use redwood or pressure treated sole plates at all exterior walls. WHOLE HOUE ECTION CALE 1/"=1' D-CAD pecialized Design ystems P O Box 7 Mendon, Utah Floor Framing: 1. All floor joist to be Douglas Fir #2 or 16" o.c. unless otherwise noted. 2. For spans and dimensions refer to floor plans.. Use impson H 2.5 hurricane anchors at each floor joist to bearing wall connection.. olid blocking between joists over all bearing walls, and midspans such blocking shall be 2" minimum thickness and full depth of joists. 5. Minimum header sizes shall be according to the header size table unless otherwise noted. 6. Basis of design: floor live load of 0 psf, and floor dead load of 15 psf. 7. Floor decking to be ¾" thick T & G wafer board. 8. Joist hangers to be impson U210 or equal unless otherwise noted.. Double joists and or double blocking at all interior walls. GARAGE FRAMING ECTION CALE 1/"=1' Note: Paper size D - 22 x if printed on B - 11 x 17 scale is 1/2 of stated 200 DCAD pecialized Design ystems HEET NO. 6

8 REVIION APHALT HINGLE ON 0# FELT ON 5/8" WAFERBOARD HEATHING BITUTHENE ICE & WATER HIELD AT RO PERIMETER UP 2" FROM WARM IDE WALL ILL EAL FIN. GRADE # 2" O.C. EACH WAY 28" MIN. 8" MIN. " 6" 8" 1'-8" 16" O.C. R-1 BATT INUL. 2"x6" TREATED ILL IMPON T HOLD DOWN 5/8"Ø x10" ANCHOR 2" O.C. & 12" FROM CORNER " CONC. OVER " GRAVEL BAE 1/2" EXP. JOINT 2-# REBAR CONT. FOOTING TO GARAGE 6" 2X OLID BLOCKING W/ IMPON H25 2" O.C. 2X6 UB-FAIA ALUMINUM DRIP EDGE, FAIA, VENTED FIT & GUTTER DOUBLE TOP PLATE ALL BEARING WALL WINDOW A PER PLAN TUCCO VENEER. EE ELEVATION PLATER ALL EXPOED FOUNDATION MIN. 8" FROM GRADE TO TOP FOUNDATION WATERPRO FOUNDATION ' 8" FDH - 8" CONCRETE WALL W/ # O.C. HORIZ. & VERT. DOWELED INTO FOOTING 18X CONTINUO CONCRETE FOOTING W/ (2) # REBAR HORIZ. FOOTING TO BE MIN. 0" BELOW GRADE FOR FROT PROTECTION R-8 INULATION (2) 2X10 HEADER (TYPICAL) A PER PLAN R-1 BATT INULATION EXTERIOR WALL 2X6 TUD 16" O.C. W/ 1/2 GYP. BD. ON WARM IDE 1/2" WAFERBOARD HEATHING ON COLD IDE DOUBLE 2 X LEDGER - INGLE PARALLEL TO JOIT GARAGE AND HOUE TO BE AME LEVEL 11 7/8" 16" O.C. W/ /" T&G WAFERBOARD UB-FLOOR, GLUED & CREWED R-1 ALL RIM JOIT 1/2" DIA. X 10" ANCHOR 2" O.C. W/ 2" Q. X /16" WAHER ON 2X PREURE TREATED ILL PLATE ON FOAM EALER 2X TUD WALL/ PERIMETER FOUNDATION W/ R-1 BATT INULATION AND 1/2" GYP. BD. ON WARM IDE D-CAD pecialized Design ystems P O Box 7 Mendon, Utah " DRAIN TILE W/ 1" GRAVEL WALL DETAIL CALE = NT " CONCRETE LAB OVER COMPACTED GRAVEL FILL Note: Paper size D - 22 x if printed on B - 11 x 17 scale is 1/2 of stated 200 DCAD pecialized Design ystems HEET NO. 7

9 GFI REVIION MATER BDRM 1'-" x 16'-" BREAKFAT PATIO 25'-5" x 10'-0" ELECTRICAL LEGEND YMBOL DECRIPTION METER OCKET PANEL BOX D Furnace Flue KITCHEN D/W FP TRAY CEILING CEILING FAN W/ LIGHT FLUORECENT LIGHT FIXTURE Electric Generator KY MAKE-UP CL. Roll in C.T. PANTRY 7'-11" x '-7" Garage and house floors to be at the same elevation Electrical Panel ingle heet one side of wall w/ 7/16" D..B. Nailed 8d@6"o.c. Edge and 12" o.c. Field D PULL DOWN TAIR LAUNDRY 5'-11" x 11'-" KY CAED OPENING DINING 12'-7" x 1'-" GREAT ROOM 18'-11" x 18'-" TURNED COLUMN TYP D D 10'-8" x 1'-0" BATH 8'-5" x 5'-1" KY DM 110V CEILING LIGHT FIXTURE 110V RECEED LIGHT FIXTURE 110V EAVE LIGHT FIXTURE 110V CHANDILIER LIGHT FIXTURE 110V WALL LIGHT FIXTURE INGLE POLE WITCH THREE WAY WITCH FOUR WAY WITCH DIMMER WITCH OUTDOOR WITCH 110V DUPLEX RECEPTACLE 110V DUPLEX RECEPTACLE GROUND FAULT INTERUPTED 110V DUPLEX RECEPTACLE W/ WEATHERPRO COVER 110VFLOOR MOUNTED DUPLEX RECEPTACLE 20V RECEPTACLE TELEPHONE JACK D-CAD pecialized Design ystems P O Box 7 Mendon, Utah TV TELEVIION JACK DOOR BELL PUH BUTTON GARAGE 2'-0" x 25'-" T D THERMOTAT MOKE DETECTOR PORCH 2'-8" x 5'-" PARLOR 1'-0" x 15'-" DC EXHAUT FAN DOOR CHIME F A FIRE ALARM PANEL " Concrete with WWM over compacted gravel fill sloped to door 1" slope per 10' to garage door (2) 1 /" x 1/2" LVL Min Header C COMPUTER POINT LIVING AREA 17 sq ft Electrical ystems: 1. Inspection is required prior to backfill of lines. 2. Provide 20 ft. of No. copper wire as ground electrode in foundation footing.. Bond interior piping system with #8 bare copper.. Provide main jumping bond with # bare copper. 5. Electrical service is to be 200 amp service, 120/20 volt, 1 phase raintight, underground. 6. Provide separate 20 amp circuits to washer. 7. Provide 20 amp circuits to family and dining room, and a minimum of two 20 amp circuits to kitchen. 8. Prewire for TV, telephone in kitchen, family room, living room, and in every bedroom.. Install ground fault current interrupter on exterior, garage, kitchen, and bathroom convenience outlets. 10. Bottom half of outlet controlled by switch when shown. 11. All outlets in kitchen are to be at +" excluding those for the refrigerator, range, disposal, and dishwasher. 12. Maximum spacing of outlets shall not exceed 12 ft. along wall line and at any wall over 2" wide in all rooms except kitchen, bath, utility, and garage. 1. Install light in walk-in closet 18" minimum horizontal from any shelf. 1. Provide a ventilation fan capable of producing a change of air every 12 minutes for bath or utility. 15. Provide smoke detector alarm conforming to ection 1210(A) U.B.C. and local building codes in every bedroom and on each floor. MAIN FLOOR ELECTRICAL PLAN CALE 1/"=1' Note: Paper size D - 22 x if printed on B - 11 x 17 scale is 1/2 of stated 200 DCAD pecialized Design ystems HEET NO. 8

10 REVIION Egress Window Wells/Code 8'-2" x 18 Footing for porch Posts '-" UP WH FUTURE WALL 5 1/" x 11 1/" Min Beam ize Design Criteria for 12' Column pacing " Min Bearing at each end Deflection criterion of L/60 Live Load and L/20 Total Load 8" x 20" min footing under bearing wall 5 1/" x 11 1/" Min Beam ize Design Criteria for 12' Column pacing " Min Bearing at each end Deflection criterion of L/60 Live Load and L/20 Total Load D 10'-7" x 1'-2" D-CAD pecialized Design ystems D BATH 10'-7" x '-" P O Box 7 Mendon, Utah GARAGE 2'-8" x 2'-11" COLD TORAGE 2'-10" x 7'-1" D '-10" x 1'-" Foundation Vent Foundation Vent LIVING AREA TAIR PECIFICATION 1. tairs to be constructed with the following materials: 2x6 kick plate anchor to concrete with expansion type anchor bolts, 2x12 treads nosing 1 1/8" minimum, -2x12 stringers required, 2x12 blocking, ¾" wafer board risers and 2x6 ledger. 2. Handrail/Guardrails final style, material and color to be owner's choice. Design to be per code.. Guardrails to be 2" high minimum from floor.. Handrails to be "-8" above tread nosing. 5. Open railing to have intermediate rails or ornamental pattern such that a sphere " round cannot pass through. 6. Minimum stair requirements: maximum 8" rise, minimum " run, minimum head clearance 6'-8". 7. Preferred stair requirements: rise 7" to 7 ½", run 11" to 12", minimum head clearance 7'-0". BAEMENT ELECTRICAL PLAN CALE 1/"=1' Note: Paper size D - 22 x if printed on B - 11 x 17 scale is 1/2 of stated 200 DCAD pecialized Design ystems HEET NO.