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<br /> <br />OPTIONAL LEVELING BLOCKS <br /> <br /> <br />1/4~ X 3" HEX HEAD SELF-TAPPING <br />SCREWS SPACED @ 16" OC'-_____ <br /> <br />3/4" APA OR TECO RATED T&G <br />FLOOR DECKING. <br />2X6 STEEL JOISTS @ 24" OC <br /> <br />#10 X 3/4" PAN ---------.. <br />HEAD SELF-TAPPING ~ <br />SCREWS (2 PER TAB) <br /> <br />VENT HOLES @ 24" OC. <br /> <br />2X6 STEEL TRACK EACH END <br /> <br />SHED BASE DETAIL <br /> <br />SCALE: NTS <br /> <br />MANTA RAY SPECIFICATIONS <br /> <br />1. MR-llS, HAND PAVEMENT BREAKER OR VIBRATION DRIVEN SOIL ANCHOR, PART tlS20355. <br />WIDTH ~ 1.75" <br />LENGTH ~ 6.25" <br />BEARING AREA = 10 sa IN <br />WEIGHT ~ 2.2 LBS <br />ANCHOR RODS ARE 112"-13 GALVANIZED THREADED ROD, <br />INSTAlLATION DEPTH E 3.0 FT <br />VlaD STRENGTH = 7.5 KIPS <br />ULTIMATE STRENGTH ~ 10 KIPS, 10000 LBS <br />WORKING LOAD: UP TO 6.75 KIPS <br />NOTE: USE POSMR88 ORIVE 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 SIW..L 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: 303 287-3866 <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 POS8818 ORIVE STEEL. AT LOCATIONS INDICATED, INSTAlL MR-llS ANCHOR UNTIL TOP OF <br />ANCHOR ROO IS I" ABOVE GRADE. <br />C. USE DRILL WITH LSI6-15 LOCKING SOCKET TO TURN NUT UNTIL ANCHOR ROD HAS BEEN DRAWN <br />BACK 3-4' OR A TORQUE OF 5 FT-UlS (80 INCH-lBS) IS ACHIEVED. THIS RESULTS IN A CLAMPING <br />LOAD OF APPROXIMATElY 5OOlBS. <br />D. CUT OFF ANY EXCESS ANCHOR ROO FlUSH WITH TOP OF NUT. <br /> <br />MR-88 ANCHOR SCHEDULE <br /> <br />BLDG. LEGNTH <br />12' <br />16' <br />20' <br />24' <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. S DE (6 TOTAL) <br />3 EA. SIDE (6 TOTAL) <br /> <br />NOTES: <br />1.""Mif.8a TO BE LOCATED AT AND ATTACHED TO THE CORNER STUDS. WHEN SIDEWAlL <br />ANCHORS ARE REQUIRED ATTACH TO SIDEWAlL STUDS. <br />2. MR-llS 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 />1. STEEL SHED FOUNDATION: <br />2X616-GAUGE STEEL TRACKS G190 <br />ZINC COATED <br />2X616-GAUGE STEEL JOISTS G190 <br />ZINC COATED@24"OC. (SUPPLIER: <br />ALLIED STUDCO (JOIST: 600S162-054I <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 S" X 16", <br />4" X S" X 16", OR 8" X S" 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 />I. 1'-9114" . I <br /> <br />'000 0.0'+ <br /> <br />SIMPSON HST2 BEND-.-/ ~ <br />AND PAINTED AT 2ND - <br />HOLE '" <br /> <br />"", <br />f <br /> <br /> <br />ATTACH SIMPSON HST2 <br />WITH 3 - 112" X 3-112" <br />LONG LAG BOLTS INTO <br />STUD <br /> <br />USE 2" X 2" WASHER ON <br />112-13 THREADED ROD <br />NOTE: <br />SQUARE WASHER SHOULD <br />HAVE ROUNDED EDGES <br /> <br />w <br />o <br />z <br />~ <br />Ul <br />5 <br />a <br />GJ <br /> <br />a: <br />~ ~ <br />-< z <br />z Q <br />- Ul <br />~ Z <br />~ I!! <br />N <br /> <br />~ -- <br />SIDE VIEW TOP VIEW <br /> <br />BUILDING CODE: <br />2004 FLORIDA BUILDING CODE <br />WITH 200512006 SUPPLEMENTS <br /> <br />(52l) !!tr~~B!. <br /> <br />TAMPA, Ft.33819 <br />(813,861.0091 <br />STORE 470 <br /> <br />h <br />Title:STEEL FLOOR <br />AND ANCHORS DETAIL <br /> <br />Drawn By: SAH <br />Date Drawn: 02/08/06 <br />Checked By: <br />Date Revised: <br />