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NOT INSTALL ANCHORS <br /> PER MANUFACTURER'S Details for Concrete Installations �.- <br /> REQUIREMENTS <br /> SIMPSON "ISTA 18" 20 GA. <br /> STRAP TIE FASTENED WITH <br /> GUSSET ANGLE SIMPSON (1 4) -10D NAILS <br /> STRONG TIE HGAM 1 OKT HDG (7- FASTENERS PER MEMBER.) <br /> (OR EQUIVALENT) SPACED 4 "' OC <br /> 5/8" DIA.x3" LAG BOLT W1T1 2" <br /> (4) -SD5 WOOD SCREWS 1/4" DIA. WASHER, 3" EMBEDMENT A449 <br /> x2/ HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT <br /> (2)-2; PRESSURE <br /> TREATED SN DS (4) 1/4" x 3-1/4" ANCHOR 1 1 0 MPH WIND ZOND - V <br /> -- SIMPSON WEDGE -ALL 5/8" DIA. X 40" GROUND ANCHOR — <br /> WA253 14MG (OR EQUIVALENT) WITH SINGLE 0" HELIX <br /> (MODEL #59000) FOR SOIL CLASS 3 <br /> 1 30 AND 1 50 MPH WIND ZONE <br /> 14" THICK CONCR_LTE SLAB 5/8" DIA. X 48" GROUND ANCHOR <br /> I <br /> WITH SINGLE 6" HELIX <br /> (MODEL #59065) FOR SOIL CLASS 3 <br /> 4> <br /> MIN. 4" OFFSET FROM EDGE (555 CHART FOR QUANTITY) <br /> Details for Masonry Block Installations <br /> GAL; ANIZED CABLE TIE <br /> DCL "a'N 51 1111 RING PART SIMPSON "LSTA 1 8" 20 GA. <br /> #5 1 550 (OK EQUIVALENT), v STRAP TIE FASTENED WITH <br /> ? I(_;HI r I TO 500 LOS OF TENSION !! (I 4) - I OD NAILS <br /> i (7- FASTENERS PER MEMBEK) <br /> D.R GA) YAtaI2ED CLAMP ! <br /> TIE DONN ENGINEERING PART 4 "x8 "x16"- 5/8" DIA.x3" LAG BOLT WITH 2" <br /> #5340 (05 EQUIVALENT) BLOCK WASHER. 3" EMBEDMENT A449 <br /> GALVANIZED OR EQUIVALENT <br /> I I 01,11 v/. 'IND ZOND -- I <br /> I - DIA. X 30' GROUND ANCHOR 110 MPH WIND ZOND- <br /> WITH SINGLE 4" HELIX 5/8" DIA. X 40" GROUND ANCHOR <br /> II <br /> (MOUE I #53055) Fr3R SOIL CLASS 2 <br /> O +Pd) 50 P255 WIND 2055 I WITH SINGLE 6" HELIX _ <br /> (MODEL #59000) FOR SOIL CLASS 3 ( 4 BLOCK. I I <br /> 0 <br /> DIA. X GROUND ANCHOR 130 AND 1 50 MPH WIND ZONE <br /> W TH SINGLE 6" HELIX - 5/8" DIA. X 48" GROUND ANCHOR — <br /> (LI(' 'DEL #D300-0) FOR SOIL CLASS 3 WITH SINGLE 0" HELIX <br /> (SEE CHART FOR QUANTITY) (MODEL #59005) FOR SOIL CLASS 3 *�� <br /> �r <br /> GENERAL NOTES (SEE CHART FOR QUANTITY) <br /> 1 00102 FOR MN 2.500 P5I CONCRETE <br /> 2. ALL HELIX A1101055 MUST MEET THE MINIMUM WORKING LOAD OF 3.150 Os. AND <br /> ULTILIATE LOAD OF 4,725 ibs., ANCHORS MUST BE INSTALLED TO <br /> P,IANUFACTJKL5S RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON <br /> INSTALLATION WILL'vOID ANCHOR AND MUST BE DISCARDED. ANCHOR ChART <br /> 3 CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF <br /> 011H 0151 Ir,G CONDITIONS. CONTRACTOR I5 RESPONSIBLE FOR MEETING SOIL : ' <r. er' <br /> Cl - InCATION FOR SIZING HELICAL ANCHORS. NIL. nIIJ CAL u! , <br /> 1 ONE .AI ICHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 1 2" OF mum F' ^,//,, �,� - <br /> 005in" r <br /> 5 ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES <br /> APART FROM EACH OTHER. <br /> IO 4 . <br /> f . THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD 5 1_ <br /> REQUIREMENTS WERE 5ET. f3 44 <br /> '3SE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR Q lo o <br /> A'T5 SINGLE 4" HELIX OK 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 0" HELIX : 1 i' J" 4 <br /> it ,TLS; 503 CAPACITY FOR TIE DOWN 1/2" X 30" ANCHOR = 500 FT . LB. - <br /> 3 TF TLD SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB " <br /> 1 O . 25l L LAT105 OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED /, C- <br /> 5052 DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND <br /> U ,4 <br /> 711E z'EC7FiC SOIL CONDITIONS Imo, �D <br /> 11 . MAXIMUM STRUCTURE HEIGHT I5 12 FEET <br /> 12. ANCHORS AKE FOR SPECIFIED SOIL CLASSES NEEDED r- w <br /> DESIGN PARAMETERS ', - <br /> ^U <br /> I WIND DESIGN PER ASCE 7 -02 4 a <br /> 2 DESIGN WIND SPEED -1 I OMPH - 1 30MPH - 150 MPH x� <br /> 3 WIND EXPOSURE CATEGORY: C o w <br /> 4 WIND IMPORTANCE FACTOR: 1 .0 - <' <br /> 5. ENCLOSURE CLASSIFICATION. ENCLOSED � 44 <br /> E DESIGN MEETS INTERNATIONAL BUILDING CODE 2006 $ FLORIDA BUILDING CODE 0 I' <br /> 4 14 <br /> 200/ 6 2009 SUPPFIEMENTS TO FLORIDA BUILDING CODE 2007 w u : <br /> SOIL CLASS DESCRIPTIONS: I4 r , <br /> X011 .31 0SS 2 - VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, I4 4 , <br /> COOOIE5. PRELOADED SILTS, CLAYS AND COARL. ATEST PROBE TORQUE VALUE OF i4 <br /> 550 -10. , 14 4v o .. <br /> SOIL I A55 SILDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS 4 44 <br /> AND CLAYS, 0 TEST PROBE TORQUE VALUE OF 350- 5501bs -in l �c' " <br /> DESIGN FOR: <br /> LARK BUILDERS <br /> 409 DICKSON STREET anal... <br /> VIDALIA, GA. 30474 Haney Associates, Inc. <br /> PROJECT NUMBER - 06EN224A : :.;::'' Engineering & Construction Planning <br /> DATE. May I t ch , 2009 `1 IN Vuee Street, Sate N, Pendleton, S.C. 2%7® - Mae: 864616.760 Fu: 564646.7999 <br /> Sheet I 05 l <br /> 4 . <br /> MOTE: TEAS PLAN I1AS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES <br />