10'-0

"

5'-0

"5'

-0"

12'-0"

6'-0" 6'-0"

12'-0"

10'-0

"

Floor Plan Scale 1/4"=1'

10 x 12 Storage Shed

10' x 12' Storage Shed

SDS-CAD Specialized design Systemswww.sdscad.net email sdscad@pcu.netCopyright 2002

Elevation Plan Scale 1/4"=1'

10' x 12' Storage Shed

SDS-CAD Specialized design Systemswww.sdscad.net email sdscad@pcu.netCopyright 2002

Wall details 1/4"=1'all construction 2 x 4 with 16" o.c.

10' x 12' Storage Shed

SDS-CAD Specialized design Systemswww.sdscad.net email sdscad@pcu.netCopyright 2002

Wall Framing Details Scale 1/4"=1'

4 x 4 Redwood Skids 12' Long

2 x 8 Floor Joists 16" o.c.

2 x 4 Studs 8'

2 x 4 Ceiling Joist

2 x 6 Rafter 2 x 4 Double Top Plate

10' x 12' Storage Shed

SDS-CAD Specialized design Systemswww.sdscad.net email sdscad@pcu.netCopyright 2002

Floor Layout Details

4'-4"

5'-6" Min Space 4 x 4 Redwood Skid

2 x 6 Ridge Beam

2 x 4 Rafter 16" o.c.

8"

12'

10'

6' min

2 x 6 Floor Joists 9'9"

4 x 4 Redwood skid 12' Long

16" Spacing center of joists

Floor Layout Details

Cover Floor with5/8" min plywoodNailed 8" max spacingon all joists

5'-0

"5'

-0"

10'-0

"

12'-0"

12'-0"

10'-0

"

Wall Framing Details

Double 2 x 4 Header Double 2 x 4 top plate

3'-1"

6'-9

"Note: Door size may varydepending on the door you use

92 5/8" studsthat are 16" o.c.

Wall stud layout andplacement locationsall studs 16" o.c.

Pictorial framing Layouts

1/2" ANCHOR BOLT 6' O.C.

VAPOR BARRIER4" GRAVEL BASE

4" CONCRETE SLABW/ WIRE MESH

12" X 18" CONT. CONCRETE FOOTINGREBAR (2) CONTINUOUS @ PERIMETER

GRADE6" MIN.

MONOLITHIC SLAB ON GRADE

FOUNDATION - FROST (SLAB) - POURED CONC. BLK.8" X 34"

6"

36"

GRADE

8" X 20" CONT. CONCRETE FOOTINGRE-BAR (2)

8" POURED CONCRETE W/ VERTICAL REINF (IF REQUIRED)DAMP PROOFING (TO GRADE)

1/2" ANCHOR BOLTS 6' O.C.

VAPOR BARRIER4" GRAVEL BASE

4" CONCRETE FLOORW/ WIRE MESH

SimpsonStrong-Tie

HPAHD22

2 x EMBEDMENT LENTH + 12" MINIMUN REBAR LENGTH

HPAHD_1.PL1HPAHD_2.PL1

30" MINIMUMREBAR LENGTH

CORNERDISTANCEFROM EDGEOF STRAP TOCORNER

SINGLE POUR CORNERINSTALLATION

12" MINIMUMREBAR LENGTH

ONE #4REBAR INSHEAR CONE

HPAHDSimpsonStrong-Tie

Foundation details may varydepending on your local buildingconditions and codes. Consult acontractor or local buildingdepartment to ensure propertechniques for your areasbuilding codes.

Foundation DetailsDetails and SpecificationsCopyright 2001 SDSCAD

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: sdscad@pcu.net 1

412

EXPOSED RAFTER TAIL

CONTINUOUS FASCIA

FRIEZE BLOCKW/SCREENED VENT

ROOFING AND ROOFSHEATHING

STUD WALL WITHSHEATHING AND FINISH

TRIM

ALTERNATIVE FRIEZE BLOCKW/SCREENED VENT LOCATION

LTS12

H2.5

H5

SP4

H10

SP2

Eave and Truss Detail

2Details and SpecificationsCopyright 2001 SDSCAD

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: sdscad@pcu.net

GENERAL NOTES:

SOIL:

CONCRETE: 1. FOUNDATIONS - 3000 P.S.I. @ 28 DAYS. TYPE II CONC. 5 BAG.

4. WALKS AND DRIVES - 3000 P.S.I. @ 28 DAYS, NO FLY ASH.

3. PROVIDE CONSTRUCTION JOINTS @ 400 SQ. FT. MAXIMUM.

MIN. FTG. DEPTH PER DETAILS. 1. ALLOWABLE SOIL PRESSURE - 1500 P.S.F. MINIMUM

WITH LOCAL CITY BUILDING CODES.

SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE.

STRUCTURAL STEEL:

CONC. TO BE 7".

#2 OR BETTER.

WELDING:

LUMBER: 1. E70xx LOW HYDROGEN RODS

4. SEE DETAILS FOR SIZE.

STRUCTURAL

2. ROOF JOISTS, FLOOR JOISTS, BEAMS, LEDGERS AND PLATES TO BE DOUGLAS FIR

1. ALL SAWN LUMBER SHALL BEAR STAMP OF WWPA OR APPROVED TESTING AGENCY.

(I.C.B.O. APPROVED) TYPE WITH A 360 EXPANSIVE WEDGING ACTION. 3. ALL EXPANSION BOLTS TO BE "WEDGIT", RAM-SET, OR RED HEAD PHILLIPS

LATEST AISC HANDBOOK. MIN. EMBEDMENT OF ALL BOLTS IN MASONRY, GROUT OR 2. BOLTS - ASTM A-307. LATEST AISC AND AWS CODES APPLY. ALL CONST. PER

1. ASTM A-36, Fy = 36 KSI, STRUCTURAL TUBES SHAL BE ASTM A-500 (Fy-46KSI)

2. FLOOR SLABS - 3000 P.S.I. @ 28 DAYS. MAX. SLUMP = 3", NO FLY ASH

2. PROVIDE TERMITE PROTECTION OVER A.B.C. PER GOVERNMENTAL REGULATIONS.

4. CONNECT WATER, GAS, ELECTRIC LINES TO EXISTING UTILITIES IN ACCORDANCE

ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND 3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL,

2. VERIFY ALL DIMENSIONS PRIOR TO STARTING THE WORK. DO NOT SCALE

ORDINANCES AND REGULATIONS PERTAINING TO THIS CONSTRUCTION. 1. COMPLY WITH ALL APPLICABLE STATE, COUNTY AND LOCAL BUILDING CODES,

TRUSSES:

GOVERNING MUNICIPALITY). 1. TO BE MANUFACTURED BY CITY AND STATE APPROVED FABRICATOR. (AS REQ'D. BY

3. STUDS TO BE HEMLOCK FIR, STUD GRADE OR APPROVED EQUAL.

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: sdscad@pcu.netCopyright 2001 SDSCAD

NAILING SCHEDULE:

PLYWOOD:

EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.

5. HEADER TO STUD 3- 16d 4. TOP PLATE TO STUD END NAIL W/ 2-16d 3. DB. TOP PLATE FACE NAIL 16d @ 16" O.C. 2. DOUBLED STUDS FACE NAIL 16d @ 24" O.C. 1. STUD TO SOLE PLATE END NAIL2-16d

STRAND BOARD NER-124.

FRAMING:

REINFORCING STEEL: 1. ASTM A615 - 60. FY = 60 KSI.

CONCEALED SPACE EXCEEDS TEN FEET.

AND FACE GRAIN PERPENDICULAR TO SUPPORT.

3. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES.

MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL.

AS NOTED ON PLANS.

& 12" O.C. INTERMEDIATE.

WIRE TIES.

7. EXTERIOR SIDING SHALL BE NAILED TO FRAMING WITH 6d NAILS @ 6" O.C. @ 6. ALL OTHER NAILING SHALL BE PER U.B.C. TABLE 25-Q UNLESS OTHERWISE NOTED

LAP VERTICAL BARS A MIN. OF 36 BAR DIAMETERS. TIE W/ APPROVED 2. STEEL REINFORCING BARS SHALL BE DEFORMED GRADE 60.

AT FURRED SPACES & AT FLOOR/CEILING LEVELS SO THAT NO 5. FIRE STOPS SHALL BE PLACED IN ALL CONCEALED SPACES IN WALLS,

MEMBERS AND BUTT ALONG THEIR CENTER LINES WITH PANEL EDGES STAGGERE 4. ROOF AND FLOOR PLYWOOD SHEATHING PANEL EDGES SHALL BEAR ON FRAMING

2. ALL BEARING STUD WALLS TO BE 2X's @ 16" O.C. INTERIOR AND EXTERIOR

1. JOIST HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS

2. ROOF PLYWOOD SHALL BE NAILED W/ 8d @ 16" O.C., EDGES, BEARING & BOUNDAR

SPAN INDEX RATIO 32/16 W/ STAMP OF APPROVED TESTING AGENCY OR ORIENTED 1. ROOF PLYWD. SHALL BE 1/2" STD. GRADE SHEATHING (5-PLY) W/ EXTERIOR GLUE.

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: sdscad@pcu.netCopyright 2001 SDSCAD

ID Sub Flr Size Item Count Un Price Tot. Cost Supplier1 General2 GN1 197 1/8 Siding-4 43ft3 GN2 1 heated ceiling area 120sqft4 GN3 1 heated wall area 315sqft5 GN4 1 heated glass area 14sqft6 GN5 1 heated door area 20sqft7 GN6 228 1/4 Siding-4 19ft8 Subtotal: 9 Subfloor10 SF1 14x8'x3/4" sheets floor sheathing 411 SF2 12x8"-10' rim joists - lumber 412 SF3 12x8"-12' rim joists - lumber 413 SF4 12x8"-10' floor joists - lumber 914 SF5 12x6"-11' ceiling joists - lumber 815 Subtotal: 16 Framing17 F1 12x4-16ft+ fir plate 133ft18 F2 12x4"-92 5/8" fir stud 3919 F3 12x4"-5 7/8" fir stud 220 F4 12x7-16ft+ header - lumber 14ft21 F5 12x4-16ft+ fir stud stock 36ft22 F6 22x4-16ft+ fir plate 40ft23 F7 22x4-16ft+ fir stud stock 22ft24 Subtotal: 25 Siding26 S1 17" wide Siding Wood Cream 681ft27 S2 14x8x5/8 Sheet Plywood-hrz 1228 S3 1 house wrap 396sqft29 S4 27" wide Siding Wood Cream 45ft30 S5 24x8x5/8 Sheet Plywood-hrz 131 Subtotal: 32 Ext Trim33 EX1 11x5-36" door threshold 134 EX2 11x4-16ft+ ext. door casing 18ft35 EX3 15 in ext. door jamb 18ft36 EX4 11x4-16ft+ exterior sill 4 ft37 EX5 11x4-16ft+ ext. window casing 14ft38 Subtotal: 39 Roofing40 R1 12x8"-16' ridge board - lumber 141 R2 12x6"-16'+ rafters - lumber 160ft42 R3 12x8"-15' rafters - lumber 243 R4 12x8"-16'+ rafters - lumber 30ft44 R5 14x2"-16'+ rafters - lumber 27ft45 R6 1 ridge cap 15ft46 R7 1 Roofing Dimensiona 218sqft47 R8 14x8' sheets roof sheathing 748 R9 12x8" gable fascia 29ft49 R10 12x8" eave fascia 30ft50 R11 1 metal drip edge 59ft51 Subtotal: 52 Insulation53 IN1 116x48" batts ceiling insulation 2254 IN2 14x16x93" batts wall insulation 30

ID Sub Flr Size Item Count Un Price Tot. Cost Supplier55 Subtotal: 56 Flooring57 FL1 1 Carpet b4 106sqft58 FL2 14x8' sheets underlayment 459 Subtotal: 60 Wall Brd61 WB1 14x8x1/2 Sheet Sheetrock 1162 WB2 14x8'-1/2" wall board 1563 WB3 24x8x1/2 Sheet Sheetrock 164 Subtotal: 65 Windows66 W1 136x54 double hung 16768 Doors69 D1 136x80x1 3/4R ext. Sunrise Panel 17071 Int Trim72 T1 11x2-16ft+ interior casing 30ft73 T2 11x2-16ft+ window apron 4ft74 T3 11x2-16ft+ sill 4 ft75 T4 11x6-16ft+ base moulding 42ft76 Subtotal: 7778 Total: