SDS-CAD - Specialized Design Systems E-BLUEPRINTS C ABINS G ARAGES Children s Backyard Playhouse 8 x 10 80 sq. feet main 32 sq feet porch 2 x 4 Framed Walls 6' Ceiling Height Plan sets contain the following: E-Blueprints Floor Plans, Elevation Plans, Wall Framing Plans, Roof Framing Plans, Wall section Details, Structural and General SDS- CAD Notes, and Complete Building Materials Lists SDS-CAD - Specialized Design Systems 5481 West 2000 South Mendon, Utah 84325 http://sds.5er.com Phone: 435-753-1614 Fax: 435-753-8961 Email: sdscad@pcu.net Www.pcu.net/web/sdscad/plans.htm
10' 8' 4' 4' 2x6 joists 16" OC PlayHouse 9'4 x 7'4 4' 4' 8' 2050 DECK 7'8 x 3'7 2'6 2'6 2'6 2'6 10' SDS-CAD Specialized Design Systems www.pcu.net/web/sdscad/plans.htm Page 8' x 10' Playhouse Copyright 2001 1
Asphalt Shingles Wood Siding 8/12 Pitch Elevation Views Scale 1/4"=1' SDS-CAD Specialized Design Systems www.pcu.net/web/sdscad/plans.htm Page 8' x 10' Playhouse Copyright 2001 2
1'3 1'4 1'4 1'4 10' 1'4 1'4 1'4 9" 8' 3/8 1' 1'4 2'8 1'4 1'1 3/8 6' 6' 11" Back Wall 16" o.c. traditional framing and frame window and door openings to meet the size of the doors and windows you have and add 1/2" to 1" for rough opening size. Right Side Wall Front Wall Left Side Wall 2x6 joists 16" OC 2050 Wall Framing Detail Scale 1/4"=1' SDS-CAD Specialized Design Systems www.pcu.net/web/sdscad/plans.htm Copyright 2001 8' x 10' Playhouse Page 3
2x6 joists 16" OC 8/12 Pitch roof with 2 x 4 rafters that are 16" o.c. 12" overhang with 1 x 6 fascia Roof Framing Detail Scale 1/4"=1' SDS-CAD Specialized Design Systems www.pcu.net/web/sdscad/plans.htm Copyright 2001 8' x 10' Playhouse Page 4
10' 16" o.c.joist spacing 12' If possible make floor joists out of redwood or treated wood Floor Joists 2X6 placed 16" O.C. 12' Long Skids or Runners 4X4 redwood or or treated wood placed minimum 5' o.c. Cover floor with floor rated plywood, deck area should be exterior grade. 8' Floor Joist Detail Scale 1/4"=1' SDS-CAD Specialized Design Systems www.pcu.net/web/sdscad/plans.htm Copyright 2001 8' x 10' Playhouse Page 5
1' 6'11 3/4 3'5 1/2 Framing Details Scale 1/4"=1' Framing members are 2x4 Railing styles 2x2 Railing rails 2x4 Railing posts 4x4 Redwood Skids 4x4 SDS-CAD Specialized Design Systems www.pcu.net/web/sdscad/plans.htm Copyright 2001 8' x 10' Playhouse Page 6
GENERAL NOTES: 2. VERIFY ALL DIMENSIONS PRIOR TO STARTING THE WORK. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. 3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUB-CONTRACTORS PRIOR TO CONSTRUCTION. 4. CONNECT WATER, GAS, ELECTRIC LINES TO EXISTING UTILITIES IN ACCORDANCE WITH LOCAL CITY BUILDING CODES. SOIL: 1. ALLOWABLE SOIL PRESSURE - 1500 P.S.F. MINIMUM MIN. FTG. DEPTH PER DETAILS. CONCRETE: 1. FOUNDATIONS - 3000 P.S.I. @ 28 DAYS. TYPE II CONC. 5 BAG. 3. PROVIDE CONSTRUCTION JOINTS @ 400 SQ. FT. MAXIMUM. 4. WALKS AND DRIVES - 3000 P.S.I. @ 28 DAYS, NO FLY ASH. STRUCTURAL STEEL: 2. BOLTS - ASTM A-307. LATEST AISC AND AWS CODES APPLY. ALL CONST. PER LATEST AISC HANDBOOK. MIN. EMBEDMENT OF ALL BOLTS IN MASONRY, GROUT OR CONC. TO BE 7". 3. ALL EXPANSION BOLTS TO BE "WEDGIT", RAM-SET, OR RED HEAD PHILLIPS (I.C.B.O. APPROVED) TYPE WITH A 360 EXPANSIVE WEDGING ACTION. 4. SEE DETAILS FOR SIZE. WELDING: STRUCTURAL 1. COMPLY WITH ALL APPLICABLE STATE, COUNTY AND LOCAL BUILDING CODES, ORDINANCES AND REGULATIONS PERTAINING TO THIS CONSTRUCTION. 2. PROVIDE TERMITE PROTECTION OVER A.B.C. PER GOVERNMENTAL REGULATIONS. 2. FLOOR SLABS - 3000 P.S.I. @ 28 DAYS. MAX. SLUMP = 3", NO FLY ASH 1. ASTM A-36, Fy = 36 KSI, STRUCTURAL TUBES SHAL BE ASTM A-500 (Fy-46KSI) 1. E70xx LOW HYDROGEN RODS LUMBER: 1. ALL SAWN LUMBER SHALL BEAR STAMP OF WWPA OR APPROVED TESTING AGENCY. 2. ROOF JOISTS, FLOOR JOISTS, BEAMS, LEDGERS AND PLATES TO BE DOUGLAS FIR #2 OR BETTER. 3. STUDS TO BE HEMLOCK FIR, STUD GRADE OR APPROVED EQUAL. TRUSSES: 1. TO BE MANUFACTURED BY CITY AND STATE APPROVED FABRICATOR. (AS REQ'D. BY GOVERNING MUNICIPALITY). Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: sdscad@pcu.net
NAILING SCHEDULE: 1. STUD TO SOLE PLATE END NAIL2-16d 2. DOUBLED STUDS FACE NAIL 16d @ 24" O.C. 3. DB. TOP PLATE FACE NAIL 16d @ 16" O.C. 4. TOP PLATE TO STUD END NAIL W/ 2-16d 5. HEADER TO STUD 3-16d 6. ALL OTHER NAILING SHALL BE PER U.B.C. TABLE 25-Q UNLESS OTHERWISE NOTED 7. EXTERIOR SIDING SHALL BE NAILED TO FRAMING WITH 6d NAILS @ 6" O.C. @ EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. PLYWOOD: 1. ROOF PLYWD. SHALL BE 1/2" STD. GRADE SHEATHING (5-PLY) W/ EXTERIOR GLUE. SPAN INDEX RATIO 32/16 W/ STAMP OF APPROVED TESTING AGENCY OR ORIENTED STRAND BOARD NER-124. 2. ROOF PLYWOOD SHALL BE NAILED W/ 8d @ 16" O.C., EDGES, BEARING & BOUNDAR & 12" O.C. INTERMEDIATE. FRAMING: 1. JOIST HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. 2. ALL BEARING STUD WALLS TO BE 2X's @ 16" O.C. INTERIOR AND EXTERIOR AS NOTED ON PLANS. 3. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES. 4. ROOF AND FLOOR PLYWOOD SHEATHING PANEL EDGES SHALL BEAR ON FRAMING MEMBERS AND BUTT ALONG THEIR CENTER LINES WITH PANEL EDGES STAGGERE AND FACE GRAIN PERPENDICULAR TO SUPPORT. 5. FIRE STOPS SHALL BE PLACED IN ALL CONCEALED SPACES IN WALLS, AT FURRED SPACES & AT FLOOR/CEILING LEVELS SO THAT NO CONCEALED SPACE EXCEEDS TEN FEET. REINFORCING STEEL: 1. ASTM A615-60. FY = 60 KSI. 2. STEEL REINFORCING BARS SHALL BE DEFORMED GRADE 60. LAP VERTICAL BARS A MIN. OF 36 BAR DIAMETERS. TIE W/ APPROVED WIRE TIES. Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: sdscad@pcu.net
1/2" ANCHOR BOLTS 6' O.C. 4" CONCRETE FLOOR W/ WIRE MESH VAPOR BARRIER 4" GRAVEL BASE GRADE 6" 36" 8" POURED CONCRETE W/ VERTICAL REINF (IF REQUIRED) DAMP PROOFING (TO GRADE) 8" X 20" CONT. CONCRETE FOOTING RE-BAR (2) FOUNDATION - FROST (SLAB) - POURED CONC. BLK.8" X 34" 1/2" ANCHOR BOLT 6' O.C. 4" CONCRETE SLAB W/ WIRE MESH 6" MIN. GRADE 12" X 18" CONT. CONCRETE FOOTING REBAR (2) CONTINUOUS @ PERIMETER VAPOR BARRIER 4" GRAVEL BASE MONOLITHIC SLAB ON GRADE SINGLE POUR CORNER INSTALLATION ONE #4 REBAR IN SHEAR CONE 12" MINIMUM REBAR LENGTH Foundation details may vary depending on your local building conditions and codes. Consult a contractor or local building department to ensure proper techniques for your areas building codes. 2 x EMBEDMENT LENTH + 12" MINIMUN REBAR LENGTH 30" MINIMUM REBAR LENGTH Simpson Strong-Tie CORNER DISTANCE FROM EDGE OF STRAP TO CORNER HPAHD HPAHD_2.PL1 Simpson Strong-Tie HPAHD22 HPAHD_1.PL1 Foundation Details Details and Specifications Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: sdscad@pcu.net 1
ROOFING AND ROOF SHEATHING 12 4 ALTERNATIVE FRIEZE BLOCK W/SCREENED VENT LOCATION FRIEZE BLOCK W/SCREENED VENT TRIM CONTINUOUS FASCIA EXPOSED RAFTER TAIL STUD WALL WITH SHEATHING AND FINISH H10 H5 LTS12 SP2 SP4 H2.5 Eave and Truss Detail Details and Specifications Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: sdscad@pcu.net 2
ID Sub Flr Size Item Count Un 1 General 2 GN1 1 72 Siding-4 36 ft 3 GN2 1 heated ceiling area 112 sqft 4 GN3 1 heated wall area 170 sqft 5 GN4 1 heated glass area 8 sqft 6 GN5 2 39 3/4 Siding-4 16 ft 7 GN6 2 32 5/16 Default (wood frame 16"OC) 8 ft 8 Subtotal: 9 Subfloor 10 SF1 0 4x4"-13' joists 2 11 SF2 1 4x8'x3/4" sheets floor sheathing 4 12 SF3 1 2x6"-16'+ rim joists - lumber 66 ft 13 SF4 1 2x6"-10' rim joists - lumber 2 14 SF5 1 2x6"-16'+ floor joists - lumber 15 ft 15 SF6 1 2x6"-10' floor joists - lumber 6 16 SF7 1 2x6"-12' ceiling joists - lumber 6 17 SF8 1 2x6"-16'+ ceiling joists - lumber 35 ft 18 Subtotal: 19 Framing 20 F1 1 2x4-16ft+ fir plate 111 ft 21 F2 1 2x4"-67 1/2" fir stud 42 22 F3 1 2x4-16ft+ fir stud stock 77 ft 23 F4 1 2x8-16ft+ header - lumber 20 ft 24 F5 1 2x2"-67 1/2" fir stud 2 25 F6 2 2x4-16ft+ fir plate 40 ft 26 F7 2 2x4-16ft+ fir stud stock 23 ft 27 F8 2 2x2-16ft+ fir plate 19 ft 28 F9 2 2x2-16ft+ fir stud stock 12 ft 29 Subtotal: 30 Siding 31 S1 1 4" wide wood siding 795 ft 32 S2 1 4x8x5/8 sheathing 8 33 S3 1 house wrap 250 sqft 34 S4 2 4" wide wood siding 106 ft 35 S5 2 4x8x5/8 sheathing 1 36 Subtotal: 37 Ext Trim 38 EX1 1 1x4-16ft+ exterior sill - color 1, walls/soffits, 5 ft 39 EX2 1 1x4-16ft+ ext. window casing - color 1, walls/sof 16 ft 40 Subtotal: 41 Roofing 42 R1 1 2x8"-13' ridge board - lumber 1 43 R2 1 2x8"-16'+ ridge board - lumber 23 ft 44 R3 1 2x6"-16'+ rafters - lumber 200 ft 45 R4 1 2x6"-12' rafters - lumber 1 46 R5 1 4x2"-16'+ rafters - lumber 29 ft 47 R6 1 asphalt shingles 201 sqft 48 R7 1 4x8' sheets roof sheathing 7 49 R8 1 2x6" gable fascia 38 ft 50 R9 1 2x6" eave fascia 23 ft 51 Subtotal: 52 Insulation 53 IN1 1 16x48" batts ceiling insulation 20
ID Sub Flr Size Item Count Un 54 IN2 1 4x16x93" batts wall insulation 16 55 Subtotal: 56 Flooring 57 FL1 1 Color 2, Floor 97 sqft 58 59 Wall Brd 60 WB1 1 4x8'-1/2" wall board 15 61 62 Windows 63 W1 1 18x30 fixed glass 4 64 65 Doors 66 D1 1 24x60x1 3/4R 4-Panel - color 20, roof 1 67 68 Int Trim 69 T1 1 1x4-16ft+ window apron - color 1, walls/soffits, 13 ft 70 T2 1 1x4-16ft+ sill - color 1, walls/soffits, framing 13 ft 71 T3 1 1x4-16ft+ interior casing - color 1, walls/soffit 73 ft 72 T4 1 5 in interior jamb - color 1, walls/soffits, 14 ft 73 T5 1 2" wide int. railing 106 in 74 T6 1 2" wide railing shoe 106 in 75 T7 1 1" diam. baluster 19 76 T8 1 4x8 in beam over rail 15 ft 77 T9 1 2" square half support post 1 78 T10 1 2" square support post 4 79 T11 1 1x3-16ft+ base moulding 34 ft 80 T12 1 1x2-16ft+ chair rail 34 ft 81 T13 1 1x3-16ft+ crown moulding 34 ft 82 T14 1 1x6-16ft+ base moulding 8 ft 83 Subtotal: 84 Furniture 85 FU1 1 12W12D Straight Back Chair - color 12, furnitur 2 86 FU2 1 36W35D 36"x36" Seat 4 - color 12, furniture 1 87 FU3 1 36W10D 14x36 China Cabinet - color 12, furnitur 1 88 Subtotal: 89 Decks-Walks 90 DW1 1 2" wide ext. railing 4 ft 91 DW2 1 2" wide railing shoe 4 ft 92 DW3 1 1" diam. baluster 9 93 DW4 1 4x8 in beam over rail 4 ft 94 DW5 1 2" square half support post 1 95 Subtotal: 96 97 Total: