714" 63

8"638"

(2) #4'S CONT.

VERT. #4'S @ 16" O.C.

HORI. #4'S @ 16" O.C.

8" FILL INSULATINGCONC. FORMS

WATER PROOF MEMBRANEAND PROTECTIVE LAYER

BELO

W F

ROST

DEP

TH2'

-0"

MTL. FLASHING

POLYCARBONATEGLAZING

BOTTOM HALF HUB

3/8" CARRIAGE BOLT,WITHIN 12" OF HUBCENTER, DOME TO WALL

1/2" EXPANSION BOLT

2X6 P.T. BOTTOM PLATE

2X6 WALL W/2" RIGID INSULATION

GROWING BEDS BYOTHERS

24 GA. GALV. SHEET MTL,FASTENED TO WALL W/GALV. SCREWS @ 9" O.C.

2X6 D.F.#1 TOP PLATE

8"

STRUCTURAL SIDING

SIDING

2'-0

"

3/8" CARRIAGE BOLT,WITHIN 12" OF HUBCENTER, DOME TO WALL

24 GA. GALV. SHEET MTL,FASTENED TO WALL W/

GALV. SCREWS @ 9" O.C.

BOTTOM HALF HUB

INSULATED CONCRETE FORMFOUNDATION, SEE DETAIL

1/2" EXPANSIONBOLT

SIMPSON TP35 W/ (5) 10DNAILS EA. SIDE OF JT.

2X6 P.T. BOTTOMPLATE

P.T. 2X6 WALL2X6 D.F. TOPPLATE

3/8" CARRIAGE BOLT

2x4 DF #1 STRUT

INNER HUB:1/8" THICK ALUMINUM HUB,

PRESSED TO DOME GEOMETRY

LEADING EGDE TAPE, 3-M #8672OUTER HUB:1/8" THICK ALUMINUM HUB,

PRESSED TO DOME GEOMETRY POLYCARBONATE GLAZING

1. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND DEVELOP AMINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF:

FOOTINGS: 3000 PSI, 4" MAX. SLUMP STEMWALLS/BASEMENT WALLS: 3500 PSI, 4" MAX. SLUMP INTERIOR FLATWORK: 3500 PSI, 5" MAX. SLUMP EXTERIOR FLATWORK: 4000 PSI, 5" MAX. SLUMP2. ALL AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL MEET ASTM C33. MIX DESIGN SHALL

CONTAIN 50% COARSE AGGREGATES.3. REINFORCING STEEL SHALL BE NEW DEFORMED BARS, FREE FROM RUST, SCALE AND OIL,

CONFORMING TO ASTM A-615, GRADE 40, WITH A MINIMUMYIELD STRENGTH OF 40,000 PSI.

4. LAP CONTINUOUS REINFORCEMENT 48 BAR DIAMETERS (1'-6" MINIMUM) OR AS NOTEDOTHERWISE.

5. TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90° HOOK (PLACED VERTICALLY)UNLESS NOTED OTHERWISE ON STRUCT. DETAILS.

6. PROVIDE THE FOLLOWING CONCRETE COVERAGE OVER REINFORCING: FOOTINGS (AGAINST EARTH) 3" CLEAR WALLS (INTERIOR FACE) 3/4" CLEAR WALLS (EXTERIOR FACE) 1 1/2" CLEAR

REINFORCED CONCRETE:

1. ALL METAL IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED OR STAINLESS STEEL.2. EXPANSION BOLTS TO PIERS SHALL BE ZINC PLATED OR STAINLESS STEEL.3. CARRIAGE BOLTS CONNECTING STRUTS AND HUBS SHALL BE ZINC PLATED.4. SCREWS FASTENING POLYCARBONATE TO STRUTS SHALL BE 12GA X 1.5" STAINLESS STEEL WOOD

SCREWS.5. ALUMINUM HUBS ARE 1/8" THICK 5052-H32 ALUMINUM PRESSED TO DOME GEOMETRY.6. SHEET METAL INNER WALL IS 24GA GALVANIZED STEEL. FASTEN TO WALL WITH #10 X 3/4"

GALVANIZED STEEL SCREWS AT 9" O.C. TO ALL WALL PLATES AND STUDS.

STRUCTURAL STEEL:

1. CODES: 2015 IBC/IRC2. DESIGN LIVE LOADS: FLOOR - NONE ROOF - LIVE LOAD: 20 PSF

- DEAD LOAD: 15 PSF - SNOW LOAD: 75 PSF

- WIND LOAD: 115 MPH3. SOILS: AT ALL FOUNDATIONS, A MINIMUM SOILS BEARING CAPACITY OF 1500 PSF IS REQUIRED.

GROWING SPACES GROWING DOMESGENERAL CONSTRUCTION NOTES AND SPECIFICATIONS

STRUCTURAL DESIGN CRITERIA:

WOOD:1. ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO AITC "AMERICAN

INSTITUTE OF TIMBER CONSTRUCTION" MANUAL, AND THE "NATIONAL DESIGNSPECIFICATIONS FOR WOOD CONSTRUCTION", AND THE MOST CURRENT ADOPTED EDITIONOF THE INTERNATIONAL BUILDING CODE.

2. ALL DOMES STRUTS SHALL BE DF #1, SIZED AS:15' DOME: 2X3 26' DOME: 2X418' DOME: 2X4 33' DOME: 2X422' DOME: 2X4 42' DOME: 2X6

3. ALL WALL STUDS AND BOTTOM PLATES SHALL BE PRESSURE TREATED DF #1, SIZED AS:15' DOME: 2X4 26' DOME: 2X418' DOME: 2X4 33' DOME: 2X622' DOME: 2X4 42' DOME: 2X6

4. ALL WOOD IN CONTACT WITH GRAVEL, CONCRETE OR MASONRY SHALL BE PRESSURETREATED. ALL WOOD IN CONTACT WITH THE GROUND/GRAVEL SHALL COMPLY WITH THEREQUIREMENTS OF SECTION R402.1 OF THE 2015 IRC FOR WOOD FOUNDATIONS, OR 2015 IBCREQUIREMENTS FOR WOOD FOUNDATION AS APPLICABLE.

5. ALL BOLTS FOR BOLTED CONNECTIONS SHALL CONFORM TO ASTM A307. USE WASHERSBETWEEN WOOD AND BOLT HEADS AND NUTS.

6. ALL METAL WOOD CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE CO.(OR APPROVED EQUAL) AND SHALL BE GALVANIZED.

7. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE DOUBLE STUDS AT ALL JAMBS OF OPENINGSUP TO 6'-0".

1. WALL INSULATION IS R-11, 2" RIGID POLYSTYRENE.2. EXTERIOR PERIMETER GROUND INSULATION IS R-11, 2" RIGID POLYSTYRENE, TYPE IX.3. ALL UNTREATED WOOD SHALL BE FINISHED WITH LIFETIME WOOD TREATMENT.4. POLYCARBONATE SEAMS ARE TAPED WITH 'LEADING EDGE TAPE', 3M #8672

THERMAL AND MOISTURE PROTECTION:

1. GLAZING IS POLYCARBONATE (16MM 5 WALL OR 8MM TWIN WALL) FASTENED TO STRUTSWITH 1.5" STAINLESS STEEL SCREWS @ 12" O.C.

2. DOOR IS RESIDENTIAL STORM DOOR WITH LOCK.

DOORS AND WINDOWS:

34" CENTER OF HOLE

TO EDGE OF HUB

1 3/4" CENTER OF HOLETO EDGE OF STRUT

3/8" CARRIAGEBOLT

2x4 DF #1 STRUT

8"10"

INNER HUB:1/8" THICK ALUMINUM

HUB, PRESSED TODOME GEOMETRY

OUTER HUB:1/8" THICK ALUMINUM

HUB, PRESSED TODOME GEOMETRY

CA-33

6'-8

"

6'-6

"

3'-2"

3'-5"

15 1

/8"

2x6 PRESSURE TREATEDPROWOOD

2x4 DOUGLAS FIR #1

(2) 2X4 DOUGLASFIR #1 HEADER

2X4 DOUGLASFIR #1

24"

27 13/16"

37 9/16"

2x6 PRESSURE TREATEDPROWOOD

2x4 PRESSURE TREATEDPROWOOD

2X4 DOUGLASFIR #1

2X4 DOUGLAS FIR #1

2X4 DOUGLASFIR #1

2X6 PRESSURE TREATEDPROWOOD

(2) 2X4 DOUGLASFIR #1 HEADER

2X4 DOUGLASFIR #1

SIMPSON STRONGTIE CONNECTION PLATE

W/ TICO NAILS

FLOOR/FRAMING PLANSCALE: 1/4" = 1'-0"

A-33ICF33' DOME

(ICF FOUNDATION)

SCALE:

TYP. SIDE ELEVATION1/4" = 1'-0"

FOUNDATION PLANSCALE: 1/4" = 1'-0"

SCALE:

TYP. WALL ELEVATION DETAIL3/4" = 1'-0" SCALE:

TYP. ICF DETAIL3/4" = 1'-0"

SCALE:

TYP. HUB PLAN1 1/2" = 1'-0"

SCALE:

TYP. HUB DETAIL1 1/2" = 1'-0"SCALE:

SNOWSHED DETAIL1/2" = 1'-0"

SCALE:

SNOWSHED DETAIL1/2" = 1'-0"

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