How a Liquid-Cooled Chiller system Works
This is how a liquid cooled chiller, and chilled water system works. I also explain how a cooling tower cools the condenser water to a temperature lower than the outdoor ambient temperature. Video to come next on how air-cooled chillers work. Stay tuned and please subscribe!!
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SPECIFICATIONS
ACCORDING TO I.R.C. 2000
1. All lumber used for structure framing is to be pressure treated lumber.
2. All metal fasteners, connectors or other hardware in direct contact with any preservative treated
lumber shall be stainless steel type 304 or type 316 or have a galvanized coating that complies
with ASTM A123 (connectors) or A153 (fasteners) Class D Standards for Fasteners and
Hardware. The connectors and fasteners must be made of the same material for compatibility.
3. GIRDER SPANS: refer to Table No. 502.5(2) for supporting one floor only.
4. Refer to Table 502.3.1(2) for allowable floor joist spans that support all areas other than sleeping
and attics provided that the designed live load does not exceed 40 psf and the designed dead load
does not exceed 10 psf.
5. BEARING: The ends of each joist beam or girder shall not have not less than 1 ½ inches of
bearing on wood or metal and not less than 3 inches on masonry.
Floor systems having joists framing from opposite sides over bearing support shall be tied together
by lapping joists a minimum of 3 inches or with a wood or metal splice, or by continuity of floor
sheathing overlapping the ends of joists at least 3 inches, or by other approved methods. Face nail
overlapping joists together with 3-10d nails.
Joists framing into the side of a wood girder shall be supported by approved framing anchors or on
ledger strips not less than nominal 2 inches by 2 inches or on properly sized joist hangers.
6. CANTILEVER; Only up to 2 feet cantilever allowed.
7. FOOTER; The footer shall be 8 inches in depth by 12 inches in diameter to support 4" x 4" posts.
Posthole depths will be a minimum of 30 inches (C.O.L. Codified Ord. 1301.09)
8. HANDRAILS, GUARDRAILS and STAIRS; Guardrails (Section R316) are required where any
portion of the deck is greater than 30 inches above finish grade. Handrails (Section R315)are
required on stairs with 3 or more risers. Stairs (Section R314) shall be a minimum of 36 inches
wide. Treads are to be a minimum or 10 inches measured nose to nose and risers shall be a
maximum of 7 ¾ inches in height.
COLCBD 9/17/04
454 East MAin Street, Suite 236 Columbus, Ohio 43215
(614) 224 2300 (614) 233 5812
A R C H I T E C T S
JOIST SIZE
The span of a joist is measured from the centerline of bearing at one end of the
joist to the centerline of bearing at the other and does not include overhangs.
Maximum joist span lengths are noted in TABLE 1. See FIGURE 1 and FIGURE 2
for joist span types.
FIGURE 1: JOIST SPAN - DECK ATTACHED AT HOUSE
FIGURE 2: JOIST SPAN - FREE-STANDING DECK
RESIDENTIAL JOIST SPACING
JOIST SPACING MAX. CLEAR SPAN
2 X 6 @ 16" on center 9' - 9"
2 x 6 @ 24" on center 8' - 6"
2 x 8 @ 16" on center 12' - 10"
2 x 8 @ 24" on center 11' - 3"
2 x 10 @ 16" on center 16' - 5"
2 x 10 @ 24" on center 14' - 4"
2 x 12 @ 16" on center 19' - 11"
2 x 12 @ 24" on center 17' - 5"
ASSUME
~ 40 psf LIVE LOAD using pressure treated lumber
~ 5 psf DEAD LOAD
~ Joist and beam sized are based on the use of
#2 Southern Yellow Pine
FIGURE 5: ATTACHMENT OF LEDGER BOARD-TO-BAND BOARD
FIGURE 6: ATTACHMENT OF LEDGER BOARD-TOFOUNDATION
WALL (CONCRETE OR SOLID MASONRY)
FIGURE 7: ATTACHMENT OF LEDGER BOARD-TOFOUNDATION
WALL (HOLLOW MASONRY)
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