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<br />~... yj..'.7....~r..;J..1J( <br />//1.1///1.,4: I Y <br />-' !I~/ <br />flY Y/ <br /> <br />1 <br /> <br />1!4" X .3" HEX HEAD SELF-TAPPING <br />SCREWS SPACED @ 16" OC.____I <br /> <br /> <br />3/.4" APA OR TECO RATED T&G <br />FLOOR DECKING. <br />2X6 STEEL JOISTS @ 24" OC <br /> <br />2XG STEEL TRACK EACH END <br /> <br />SHED BASE DETAIL <br /> <br />:3C.;'LE: NTS <br /> <br />MANTA RAY SPECIFICATIONS <br />,. 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 ROO. <br />INSTALLATION DEPTH = 3.0 FT <br />YIELD STRENGTH = 7.5 KIPS <br />ULTIMATE STRENGTH = 10 KIPS. 1??oo 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 ROO 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: 303286-8955, FAX: 303 287-3866 <br />WWW.EARTHANCHORCOM <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 ROO IS 1" ABOVE GRADE <br />C. USE DRill WITH LSl6-15 lOCKING SOCKET TO lURN NUT UNTil ANCHOR ROO 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 ROO FLUSH WITH TOP OF NUT. <br /> <br />MR-88 ANCHOR SCHEDULE <br /> <br />~LDG' LEGNTH <br />12' <br />16' <br />20' <br />24' <br />NOTES: <br />~ TO BE LOCATED AT AND A TrACHED TO THE CORNER STUDS. WHEN SIDEWALL <br />ANCHORS ARE REQUIRED ATrACH TO SIDEWALL STUDS. <br />2 MR-88 SPACING BASED ON lOOSE TO MEDIUM DENISE. FINE TO COARSE SAND OR <br />FIRM TO STIFF CLAYS AND SILTS; OR BETrER <br /> <br />BLDG. 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 />Scale: NTS <br /> <br />(5d) !!!t~;E~~!. <br /> <br /> <br /><j',-,P'..c47t) <br /> <br />Title:STEEL FLOOR/ <br />AND ANCHORS DETAIL <br />W6/. ~ <br /> <br /> <br />STEEL SHED FOUNDATION <br />2X6 16-GAUGE STEEL TRACKS G190 <br />ZINC COATED <br />2X6 16-GAUGE STEEL JOiSTS Gi90 <br />ZINC COA TED @ 24" OC (SUPPLIER <br />ALLIED STUDCO (JOIST: 600S162-0541 <br />TRACK: 600T125-054) ICBO ER-4943P). <br />2. 314" "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 />PL YWOOD 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: 1-114" 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'-9114" <br /> <br />I I <br />O';f <br /> <br />10 0 + <br /> <br />SIMPSON HST2 BEND~ <br />AND PAINTED AT 2ND <br />HOLE <br /> <br />* <br /> <br /> <br />ATrACH SIMPSON HST2 <br />WITH 3-112" X ~112" <br />LONG LAG BOLTS INTO <br />STUD <br /> <br />USE 2" X 2" WASHER ON <br />1/2-13 THREADED ROO <br />NOTE: <br />SQUARE WASHER SHOULD <br />HAVE ROUNDED EDGES <br /> <br />w <br />o <br />z <br />'" <br /><JJ <br />o <br />o <br />z <br />w <br /> <br />0:: <br />t ~ <br />-< Z <br />z 0 <br />~ ~ <br />~ ~ <br />'" <br /> <br />:... <br /> <br />~ - <br />SIDE VIEW TOP VIEW <br /> <br />BUILDING CODE: <br />2004 FLORIDA BUILDING CODE <br />WITH 200Si2006 SUPPLEMENTS <br /> <br />Drawn By: SAH <br />Date Drawn: 02/08/06 <br />Checked By: <br />Date Revised: <br />