6-12x SIGNATURE SERIES PRODUCT GUIDE

6-12x SIGNATURE SERIES PRODUCT GUIDE

STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: | MAX | | SLUMP, | ENTRAINED | | | F'C, PSI | W/C | MAXIMUM | INCHES | AIR, PERCENT | CEMENT | ADMIXTURES, |INTENDED USESLAB ON GRADE

| 28 DAY | RATIO | AGGREGATE | (+/- 1") | (+/- 1.5%) | TYPE | COMMENTS || 2,500 | 0.45 | 3/4" STONE | 4 | 3 | I/II | |

DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315-5"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT."

REINFORCING BARS SHALL CONFORM TO ASTM A615-04A, GRADE 60, EXCEPT TIES OR BARS SHOWN TOBE FIELD-BENT, WHICH SHALL BE GRADE 40.

BARS TO BE WELDED SHALL CONFORM TO ASTM 706-04A.

EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACECONCRETE SHALL BE AS FOLLOWS:CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS: 2" #5 BAR, W31 OR D31 WIRE, AND SMALLER: 1-1/2"NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: #11 BARS AND SMALLER: 3/4"

1.0

CONCRETE SLAB GENERAL NOTES:

FOUNDATIONS ARE DESIGNED WITHOUT AN ENGINEER'S SOIL INVESTIGATION. THE DESIGN CRITERIA ISASSUMED FOR PURPOSES OF FOUNDATION DESIGN.

FOOTINGS:

DESIGN OF FOOTINGS IS BASED ON MAXIMUM ALLOWABLE BEARING PRESSURE: 1500 PSFBEAR ON THE NATURAL UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL.

REINFORCED CONCRETE:

DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND ACI 332"REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION." CONCRETE WORK SHALL CONFORM TO ACI301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE."


MIN 5" THK REINFORCEDCONC SLAB

EDGE OF TURN DOWN SLAB(DASHED LINE), SEE DETAIL 1ON SHEET 3.0

SHED WIDTH = 'W'

SHED

DEP

TH =

'D'

8" TYP

8" TYP

2.01 FOUNDATION PLAN

NOT TO SCALE

3.01

10x SHED SLAB SIZESHED SIZE (DxW) 'D' 'W'

10' x 8' 10'-0" 8'-0"10' x 10' 10'-0" 10'-0"10' x 12' 10'-0" 12'-0"10' x 14' 10'-0" 14'-0"10' x 16' 10'-0" 16'-0"10' x 18' 10'-0" 18'-0"10' x 20' 10'-0" 20'-0"


12' x 8' 12'-0" 8'-0"12' x 10' 12'-0" 10'-0"12' x 12' 12'-0" 12'-0"12' x 14' 12'-0" 14'-0"12' x 16' 12'-0" 16'-0"12' x 18' 12'-0" 18'-0"12' x 20' 12'-0" 20'-0"12' x 22' 12'-0" 22'-0"12' x 24' 12'-0" 24'-0"


8' x 8' 8'-0" 8'-0"8' x 10' 8'-0" 10'-0"8' x 12' 8'-0" 12'-0"8' x 14' 8'-0" 14'-0"


6' x 8' 6'-0" 8'-0"6' x 10' 6'-0" 10'-0"6' x 12' 6'-0" 12'-0"

MINIMUM 4" THICK CONCRETE SLABWITH 1/8"x1 1/4" CONTROL JOINTS

AT 10'-0" MAXIMUM SPACING

EDGE OF TURNDOWN SLAB(DASHED LINE), SEE DETAIL 2

SHED WIDTH = 'W'

SHED

DEP

TH =

'D'

10" TYP

10" TYP


8' x 8' 8'-0" 8'-0"8' x 10' 8'-0" 10'-0"8' x 12' 8'-0" 12'-0"8' x 14' 8'-0" 14'-0"8' x 16' 8'-0" 16'-0"


10' x 8' 10'-0" 8'-0"10' x 10' 10'-0" 10'-0"10' x 12' 10'-0" 12'-0"10' x 14' 10'-0" 14'-0"10' x 16' 10'-0" 16'-0"10' x 18' 10'-0" 18'-0"10' x 20' 10'-0" 20'-0"


12' x 8' 12'-0" 8'-0"12' x 10' 12'-0" 10'-0"12' x 12' 12'-0" 12'-0"12' x 14' 12'-0" 14'-0"12' x 16' 12'-0" 16'-0"12' x 18' 12'-0" 18'-0"12' x 20' 12'-0" 20'-0"


6' x 8' 6'-0" 8'-0"6' x 10' 6'-0" 10'-0"6' x 12' 6'-0" 12'-0"6' x 14' 6'-0" 14'-0"6' x 16' 6'-0" 16'-0"

2.0

(2305.5)

(11.1.2.2, 2012 NDS)

FOUNDATION NOTES:

1. HOLDOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIREAPPROVED PLATE WASHERS; AND HOLDOWNS SHALL BE FINGERTIGHT AND 1/2 WRENCH TURN JUST PRIOR TO COVERING THEWALL FRAMING. CONNECTOR BOLTS INTO WOOD FRAMINGREQUIRE STEEL PLATE WASHERS ON THE POST ON THE OPPOSITESIDE OF THE ANCHORAGE DEVICE. PLATE SIZE SHALL BE AMINIMUM OF 0.299 INCH BY 3 INCHES BY 3 INCHES.

3. ALL BOLT HOLES THROUGH WOOD SHALL BE DRILLED 1/32" TO1/16" OVERSIZED.

SIMPSON HOLDOWN, QUANTITYAND SIZE VARIES BY BUILDINGCONFIGURATION AND LOCATION

3 1/4" MIN

SEE 2/S-100 FOR TYPICALFOUNDATION CONSTRUCTIONP.T. SILL PLATE

TURN-DOWN SLAB EDGESEE 2/S-100

CENTERLINEOF BOLT

3/4" x 10" SIMPSON TITEN HD(ZINC PLATED) AT PANEL EDGES

(5 1/2" MIN EMBED)

8" MIN

T.O. FINISHED SLAB

1/2" x 8" SIMPSON TITEN HD(ZINC PLATED) AT PANEL EDGES

(5" MIN EMBED)

SEE GENERAL NOTES FOR CONCRETEFOUNDATION SPECIFICATIONS

TURNDOWN DEPTH:NO FROST = 12"

WITH FROST = BY LOCATION6-MIL POLYETHYLENE VAPOR RETARDERWITH 6" SEAM LAPS; ANY PUNCTURESMUST BE PATCHED

4" MIN

UNDISTURBED SOIL OR STRUCTURALFILL, COMPACTED TO 95% OPTIMUM

CONTINUOUS #4 REBAR, TOPAND BOTTOM OF FOOTING

4x4-W4.0xW4.0WELDED WIRE FABRIC

3x3x0.229 SQUARE WASHER W/ 3/16x1 3/4DIAGONAL SLOT AND ADDITIONAL STANDARDCUT WASHER, TYP AT ALL ANCHOR BOLTS

EQ

3" CLR

2"

2" MIN

10"

DRILL HOLE 1/2" LONGER THANEMBEDMENT TO ENSURE THAT BOLT

HEAD IS TIGHT TO PLATE

EQ

#4 VERTICAL BARS AT 48" O.C.

MIN 4" THICK LAYER OF 1/2" ORLARGER CLEAN GRAVEL AGRAGATE FILL


3.0


4.0

6-12x SIGNATURE SERIES PRODUCT GUIDE

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