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NOTE: INSTALL ANCHORS <br /> PE MANUFACTURER'S Details for Concrete Installations <br /> K`_OUIREh.1ENT5 <br /> SIMPSON "LSTA 1 20 GA. <br /> STRAP TIE FASTENED WITH <br /> GUSSET ANGLE SIMPSON (1 4) - I OD NAILS <br /> STRONG TIE HGAM I OKT HDG (7- FASTENERS PER MEMI3ER) <br /> (OR EQUIVALENT) SPACED 4 "' OC <br /> 5/8" DIA x3" LAG BOLT WITH 2" <br /> (4) -5D5 WOOD SCREWS 1/4" DIA. WASHER, 3" EMBEDMENT A449 <br /> x2Y2' HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT <br /> (2) -2.0 FKFSSURE �� <br /> TREATED SKIDS (4) 1/4" x 3 -1/4" ANCHOR 110 MPH WIND ZOND- <br /> SIMPSON WEDGE -ALL 5 /8" DIA. X 40" GROUND ANCHOR II <br /> WA253 1 4MG (OR EQUIVALENT) WITH SINGLE 6" FIELIX <br /> (MODEL #59060) FOR SOIL CLASS 3 1 , <br /> 130 AND 150 MPH WIND ZONE _T__._.,_, ________ <br /> 4' THICK CONCRETE SLAB 5/8" DIA. X 48" GROUND ANCHOR <br /> WITH SINGLE HELIX <br /> (MODEL #59065) FOR SOIL CLASS 3 <br /> MIN. 4" OFFSET FROM EDGE (5EE CHART FOR QUAPrrITY) <br /> Details for Masonry Block Installations <br /> 3/ 10" GALVANIZED CABLE TIE <br /> DO'A IJ ENGINEERING PART SIMPSON "LSTA 8" 20 GA. <br /> #5 I 550 (OR EQUIVALENT), STRAP TIE FASTENED WITH <br /> -IIGHTEI1 TO 500 L5S OF TENSION (I 4) - I OD NAILS <br /> (7- FASTENERS PER MEMBER) <br /> 055 (3) -3/ 1 0" GALVANIZED CLAMP II <br /> 118 DOWN ENGINEERING PART 4 "x8 "x10"'` . 5/8" DIA.x3" LAG BOLT WITH 2' <br /> #53500 (OR EQUIVALENT) BLO WASHER, 3 EMBEDMENT A449 <br /> GALVANIZED OR EQUIVALENT <br /> ' 1 0 MPH WIND ZOND- S� <br /> I/2" DIA. X 30" GROUND ANCHOR .,.... 1 10 MPH WIND ZOND- <br /> WITH SINGLE 4" HELIX 5/8" DIA. X 40" GROUND ANCHOR <br /> II <br /> ;1,^051 #59055) FOR SOIL CLASS 2 WITH SINGLE 6" HELIX <br /> 130 At ID 150 MPH WIND ZONE- (MODEL #59000) FOR SOIL CLASS 3 i "x,8 "x 1 0" I <br /> 5/8' DIA. X 40" GROUND ANCHOR 130 AND 150 MPH WIND ZONE K <br /> ' BLOC <br /> WITH SINGLE 0" HELIX 5/8" DIA. X 48" GROUND ANCHOR <br /> (1MODEL #50020) FOR SOIL CLASS 3 WITH SINGLE 6" HELIX <br /> (5E8 CHART FOR QUANTITY) (MODEL #59005) FOR SOIL CLASS 3 <br /> GENERAL NOTES (see CHART FOR QUANTITY) <br /> I . DESIGN FOR MIN 2.500 P51 CONCRETE <br /> 2. ALL 51015 ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3,1 50 Ibs. AND <br /> ULTIMATE LOAD OF 4,725 Ibs., ANCHORS MUST BE INSTALLED TO <br /> MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON I a <br /> INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. ANCHOR CHART <br /> ..�. CONTRACTOR SHALL VISIT THE 5ITE AND THOROUGHLY FAMILIARIZE THEMSELF <br /> V.ITH FX1 JTING CONDITIONS. CONTRACTOR 15 RESPONSIBLE FOR MEETING SOIL e , ! <br /> CLASSIFICATION FOR SIZING HELICAL ANCHORS. ruIL1 -IFI22 A:AL 11 a. <br /> 4. ONE ANCHOR SHALL DE PLACED AT EACH BUILDING CORNER WITHIN 1 2" OF w1 rH �e , % ,r,� i V nx P 1 r. '+ . „ <br /> CORNSr', " 10 0" 4 <br /> 5. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES - 4 <br /> 4 <br /> APART FROM EACH OTHER,. <br /> 0. TOE AtICr1OR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD I <br /> REQUIREMENTS WERE SET. 0 14 <br /> 7. U5E TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR 0 Imo ' < <br /> ,VITH SINGLE 4" HELIX 05 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 0" HELIX i0 IC' T c'" 4 <br /> b. TESTED H011 CAPACITY FOR TIE DOWN I /2" X 30" ANCHOR = 500 FT . LB. C' <br /> 9 TESTED 5011 CAPACITY FOR TIE DOWN 5 /8" X 40" ANCHOR = 375 FT. LB J 4 <br /> .O _ 11151ALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED <br /> bi TIE DOWN ENGINEERING. INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND O <br /> O . <br /> SIT 01 ICIFIC SOIL CONDITIONS <br /> I ! MAXIMUM STRUCTURE HEIGHT 15 1 FEET , <br /> 12 ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED 3' 14 - <br /> DESIGN PARAMETERS <br /> I . WIND 05510N PER ASCE 7 -02 I_' 24 ) „ <br /> 2 055105 '"HIND SPEED -, 1 OMPH - 130MPH - 150 MPH 1^ <br /> 3 N'IL1D EXPOSURE CATEGORY C 1 �' , <br /> 4. 'WITIL: IMPORTANCE FACTOR: I .0 12 40 <br /> 5. 5NC10SURE CLASSIFICATION: ENCLOSED 74 <br /> E. DE MEETS INTERNATIONAL BUILDING CODE 2006 4 FLORIDA BUILDING CODE I-" -r4 , 0 �� <br /> 14 l4 <br /> 2007 4 2.009 5UPPPLEMENTS TO FLORIDA BUILDING CODE 2007 14 I„ <br /> SOIL CLASS DESCRIPTIONS: 14 - <br /> 14 _'4 " . 4 .. .. <br /> 2011_ ."-L-55 2 - VSRY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, 14 , <br /> COBbIrS, I SILTS, CLAYS AND COARL. A TE5T PROBE TORQUE VALUE OF 14 <br /> S50tIh In <br /> 14 4z_) _ . <br /> SO11 CI a _, ; 3 5 1553Uh 1 DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS 4 44 <br /> AND C LAYS . A 1 EST PROBE TORQUE VALUE OF 350- 550Ibs -in 4 �� <br /> DESIGN 500: - <br /> LARK BUILDERS <br /> 40e DICKSON STREET .Misr. <br /> Ill••••. <br /> VIDALIA, GA. 30474 i :::::: I l Haney Associates, Inc. <br /> PROJECT NUMBER - O0EN224A i■sss■ Engineering & Construction Planning <br /> DATE : May ! 2t8, 2009 •U IN Vona Street, Smile t18, Pendleton, S.C. MO - PIone: 1164444-76410 Fax: $644447999 <br /> Sh 1 OF 1 <br /> le <br /> NOTE: miS PLAN !LAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES <br />