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<br />1/4" X 3= HEX HEAD SELF-TAPPING
<br />SCREWS SPACED @ 16" OC,~
<br />
<br />
<br />3/4" APA OR TECO RATED T&G
<br />FLOOR DECKING,
<br />2X6 STEEL JOISTS @ 24" OC
<br />
<br />2X6 STEEL TRACK EACH END
<br />
<br />SHED BASE DETAIL
<br />
<br />SCALE: NTS
<br />
<br />MANTA RAY SPECIFICATIONS
<br />1, MR-88, HAND PAVEMENT BREAKER OR VIBRATION DRIVEN SOIL ANCHOR, PART #520355,
<br />WIDTH = 1,75"
<br />LENGTH = 6.25"
<br />BEARING AREA = 10 SQ IN
<br />WEIGHT = 2.2 LBS
<br />ANCHOR RODS ARE 1/2"-13 GALVANIZED THREADED ROD,
<br />INSTALLATION DEPTH = 3.0 FT
<br />YIELD STRENGTH = 7,5 KIPS
<br />ULTIMATE STRENGTH = 10 KIPS, 10000 LBS
<br />WORKING LOAD: UP TO 6.75 KIPS
<br />NOTE: USE PDSMR88 DRIVE STEEL
<br />
<br />2, MANTA RAY MR88-RAl ASSEMBLY INCLUDES:
<br />ANCHOR WITH 3 FT (MIN, 2.5 FT IN GROUND) OF STEEL THREADED ANCHOR ROD SPREADER PLATE
<br />AND NUT. ALL COMPONENT SHALL BE COATED FOR CORROSION RESISTANCE,
<br />
<br />3. SUGGESTED SUPPLIER:
<br />FORESIGHT PRODUCTS, LLC
<br />6430 EAST 49TH DRIVE
<br />COMMERCE CITY, CO 80022 USA
<br />PHONE: 303 286-8955, FAX: 303287-3866
<br />WWW.EARTHANCHOR.COM
<br />
<br />4, BASIC INSTALLATION PROCEDURE:
<br />A. PILOT HOLE DIAMETER:
<br />50-76MM (2-3 IN,), ONLY REQUIRED IN VERY HARD SOILS,
<br />B. USING PDS8818 DRIVE STEEL, AT LOCATIONS INDICATED, INSTALL MR-88 ANCHOR UNTIL TOP OF
<br />ANCHOR ROD IS 1" ABOVE GRADE.
<br />C, USE DRILL WITH LS16-15 LOCKING SOCKET TO TIJRN NUT UNTIL ANCHOR ROD HAS BEEN DRAWN
<br />BACK 3-4' OR A TORQUE OF 5 FT-LBS (60 INCH-lBS) IS ACHIEVED, THIS RESULTS IN A CLAMPING
<br />LOAD OF APPROXIMA TEL Y SOOLBS,
<br />D. CUT OFF ANY EXCESS ANCHOR ROD FLUSH WITH TOP OF NUT,
<br />
<br />MR~8ANCHORSCHEDULE
<br />
<br />SLOG, LEGNTH
<br />12'
<br />16'
<br />20'
<br />24'
<br />
<br />SLOG, WIDTH
<br />8' -12'
<br />8' -12'
<br />8' - 12'
<br />8' - 12'
<br />
<br /># OF MR-88
<br />1 EA. CORNER (4 TOTAL)
<br />1 EA. CORNER (4 TOTAL)
<br />3 EA. SIDE (6 TOTAL)
<br />3 EA. SIDE (6 TOTAL)
<br />
<br />NOTES:
<br />'i':"MR-8a TO BE LOCATED AT AND ATTACHED TO THE CORNER STIJDS, WHEN SIDEWALL
<br />ANCHORS ARE REQUIRED ATTACH TO SIDEWALL STIJDS,
<br />2. MR-88 SPACING BASED ON lOOSE TO MEDIUM DENISE, FINE TO COARSE SAND OR
<br />FIRM TO STIFF CLAYS AND SilTS; OR BETTER
<br />
<br />Scale: NTS
<br />
<br />(ffi) l~[~~~~.
<br />
<br />
<br />(813)857-0091
<br />STORE ..70
<br />
<br />Title:STEEL FLOOR
<br />AND ANCHORS DETAIL
<br />
<br />1, STEEL SHED FOUNDATION:
<br />2X6 16-GAUGE STEEL TRACKS G190
<br />ZINC COATED
<br />2X6 16-GAUGE STEEL JOISTS G190
<br />ZINC COATED @ 24" OC, (SUPPLIER:
<br />ALLIED STUDCO (JOIST: 600S162-054/
<br />TRACK: 600T125-054) ICBO ER-4943P),
<br />2, 3/4" "APA" OR "TECO." RATED TONGUE
<br />AND GROOVE FLOOR DECKING, 24" MAX
<br />PANEL SPAN, STAGGER PANEL LAYOUT
<br />3, FASTEN PLYWOOD TO JOISTS WITH
<br />#8 X 1-5/8" SELF-TAPPING SCREWS
<br />SPACED @ 12" OC, NO BLOCKING REQUIRED,
<br />4, FASTEN SOLE PLATE THROUGH FLOOR
<br />PLYWOOD INTO JOISTS AND TRACKS WITH
<br />#8 X 3" GALV HEX HEAD SCREWS @ 16" OC,
<br />5, ALLOWABLE FLOOR LIVE LOAD: 75 PSF
<br />FOR STEEL JOISTS CONTINUOUSLY
<br />SUPPORTED, 50 PSF FOR JOISTS ON BLOCKS
<br />AS SHOWN,
<br />6, USE OPTIONAL CONCRETE BLOCKS AS
<br />REQUIRED TO LEVEL BUilDING:
<br />SUGGESTED SIZES: 1-1/4" X 8" X 16",
<br />4" X 8" X 16", OR 8" X 8" X 16" BLOCKS
<br />UNDER JOISTS @ 10'-0" OC MAXIMUM,
<br />BLOCKS UNDER TRACK SPACED @
<br />5'-0" OC MAXIMUM,
<br />
<br />MR88 ANCHOR DETAIL
<br />SIMPSON HST2
<br />
<br />1'-91/4'
<br />
<br />.i~
<br />
<br />10 0 +
<br />
<br />SIMPSON HST2 BEND~
<br />AND PAINTED AT 2ND
<br />HOLE
<br />
<br />
<br />ATTACH SIMPSON HST2
<br />WITH 3 - 1/2" X 3-112"
<br />LONG LAG BOLTS INTO
<br />STUD
<br />
<br />'w
<br />~
<br />
<br />USE 2" X 2' WASHER ON
<br />1/2-13 THREADED ROD
<br />NOTE;
<br />r SQUARE WASHER SHOULD
<br />HAVE ROUNDED EDGES
<br />
<br />'"
<br />w "
<br />>- z
<br />u. Z
<br />~ 0
<br />~ ~
<br />q, ~
<br />N
<br />
<br />
<br />
<br />~ ....
<br />SIDE VIEW TOP VIEW
<br />
<br />CODE:
<br />2004 FL IDA BUILDING CODE
<br />WITH 2005/2006 SUPPLEMENTS
<br />
<br />Drawn By: SAH
<br />Date Drawn: 02/08/06
<br />Checked By:
<br />Date Revised:
<br />
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