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<br />1/4" X 3" HEX HEAD SELF-TAPPING <br />SCF<:EWS SPACED @ 16" OC.___, <br /> <br />2X6 STEEL TRACK EACH END <br /> <br /> <br />3/4" APA OR TECO RATED T&G <br />rLOOR DECKING. <br />2X6 ST'EEL JOISTS @ 24" OC <br /> <br />#10X3/4" PAN _______ <br />HEAD SELF-TAPPING ~ <br />SCREWS (2 PER TAB) ~ . <br /> <br />VENTHOLES@24"OC. ~ ?'~' <br /> <br />OPTIONAL LEVELING BLOCKS ~ <br /> <br />SHED BASE DETAIL <br /> <br />SCALE NTS <br /> <br />MANTA RAY SPECIFICATIONS <br />1. MR-&, HAND PAVEMENT BREAKER OR VIBRATION DRIVEN SOIL ANCHOR, PART 11520355. <br />WIDTH = 1.7S" <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 = 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 POSMR88 DRIVE STEEL <br />2. MANTARAYMRJl8.AAl 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~. FAX: 303 287-3866 <br />WWW.EARTHANCHOR.COM <br /> <br />4. BASIC INSTALlATION PROCEDURE: <br />A PILOT HOlE DIAMETER: <br />5O-76MM (2-3 IN.~ ONLY REQUIRED IN VERY HARD SOILS. <br />B. USING PDS8818 DRIVE STEEl, AT LOCATIONS INDICATED. INSTAll MR-& ANCHOR UNTIL TOP OF <br />ANCHOR ROO IS 1" /lJ3OVE GRADE. <br />C. USE DRIll WITH LSl6-15 LOCKING SOCKET TO TURN NUT UNTIL ANCHOR ROO HAS BEEN DRAWN <br />BACK 34" OR A TORQUE OF 5 FT -LBS (60 INCH-l.IlS) IS ACHIEVED. THIS RESUlTS IN A ClAMPING <br />LOAD OF APPROXIMATELY 5OOI.8S. <br />D. CUT OFF AN'( EXCESS ANCHOR ROD flUSH WITH TOP OF NUT. <br /> <br />MR~8ANCHORSCHEDULE <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. SIDE (6 TOTAL) <br />3 EA. SIDE (6 TOTAL) <br /> <br />Scale: NTS <br /> <br />THESE DMIMNOII AND THE <br />DEiIIGN AIlE THE P'ROPERTY <br />~= <br />TO.IU"PL.ED AND "'T <br />..~._"'"'" <br />-..""'" <br />i&IIl\:"'~ <br />---..- ... <br /> <br /> <br />NOTES: <br />~ TO BE LOCATED AT AND ATTACHED TO THE CORNER STUDS. WHEN SIDEWAll <br />ANCHORS ARE REQUIRED ATTACH TO SIDEWAll STUDS. <br />2. MR-& SPACING BASED ON LOOSE TO MEDIUM DENISE, FINE TO COARSE SAND OR <br />FIRM TO STIFF CLAYS AND SILTS; OR BETTER <br /> <br />FlORIO.-. UCENSi: PF.1..1J1<< <br /> <br />- <br />..... -- <br />~-- <br />Title:STEEL FLOO <br />AND ANCHORS DETAIL <br /> <br />SEAlERS PftIN1"ED NAME <br />_R~....Q.~T <br /> <br />(52l) !!~~j,~' <br /> <br /> <br />STORE 471) <br /> <br />1. STEEL SHED FOUNDATION: <br />2X616-GAUGE STEEL TRACKS G190 <br />ZINC COATED <br />2X6 16-GAUGE STEEL JOISTS G190 <br />ZINC COATED @ 24" OC. (SUPPLIER: <br />ALLIED STUDCO (JOIST: 6OOS162-054/ <br />TRACK: 6ooT125-054) 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: 1-114" 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'.91/4" <br /> <br />.!~ <br /> <br /> <br />N <br /> <br />10 . . . + <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 />~ <br />01 <br />is <br />o <br />z <br />w <br /> <br />II: <br />~ ~ <br />z ~ Richard Weingardt <br />i ~ <br />~ ~ <br /> <br />23466 <br /> <br />- .- <br />SIDE VIEW TOP VIEW <br /> <br />BUILDING CODE: <br />2004 FLORIDA BUILDING CODE <br />WITH 200512006 SUPPLEMENTS <br /> <br />Drawn By: SAH <br />Date Drawn: 02/08/06 <br />Checked By: <br />Date Revised: <br />