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NOTE: INSTALL ANCHORS <br /> PER MANUFACTUKER5 Details for Concrete Installations /; -;4 ['I, itc a „t< U p,,L, <br /> PECILIIREMEtIT5 <br /> SIMPSON "LSTA 18” 20 GA <br /> STRAP TIE FASTENED WITH <br /> GUSSET ANGLE SIMPSON (I 4) - I OD NAILS <br /> STRONG TIE HGAM I OKT FOG (7- FASTENERS PER MEIv113ER) <br /> (OR EQUIVALENT) SPACED 4 "' OC <br /> 5/8" DIA.x3" LAG 5OLT WIT 2" <br /> (4) -SD5 WOOD SCREWS 1/4" DIA. WASHER, 3" EMBEDMENT A449 <br /> x2.4" HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT <br /> (2) -2,G PRESSURE <br /> TREATED SKIDS (4) 1/4" x 3-1/4" ANCHOR 1 10 MPH WIND ZOND- <br /> ____ SIMPSON WEDGE -ALL 5/8" DIA. X 40" GROUND ANCHOR � <br /> WA253 1 4MG (OR EQUIVALENT) WITH SINGLE G" HELIX <br /> (MODEL #59060) FOR SOIL CLASS 3 'IC . <br /> ® 130 AND 150 MPH WIND ZONE �._ -.. <br /> 1 .,_- __ <br /> 4" THICK CONCRETE SLAB 5/8" DIA. X 48" GROUND ANCHOR 1 <br /> I <br /> WITH SINGLE 6" HELIX , <br /> (MODEL #59065) FOR SOIL CLASS 3 <br /> MIN. 4" OFFSET FROM EDGE (SEE CHART FOR QUANTITY) I <br /> Details for Masonry Block Installations <br /> 3/1 G" GALVANIZED CABLE TIE <br /> DC>'A 'N ENGIrIEER NG PART SIMPSON "LSTA 18" 20 GA <br /> #5 1 555 (OR EQUIVALENT). STRAP TIE FASTENED WITH I IGHTEN 10 5 r 00 WS OF TENSION ,.;r (1 4) - I OD NAILS <br /> USE (3)-3/1 6" GALVANIZED CLAMP (7- FASTENERS PER MEMI3EK) <br /> TIE DOWN ENGINEERING PART 4 "x8 "x 1 e 5/8" DIA.x3" LAG BOLT WITH 2" <br /> #53806 (OK EQUIVALENT) S`LOCK WASHER, 3" EMBEDMENT A449 <br /> GALVANIZED OR EQUIVALENT <br /> O MPH WIND ZOND- <br /> 1, DIA. X 30" GROUND ANCHOR � 110 MPH WIND 20ND- <br /> WITH SINGLE 4" HELIX 5/8" DIA. X 40" GROUND ANCHOR <br /> (MODEL #59055) FOR SOIL CLASS 2 WITH SINGLE 6" HELIX <br /> ILO AND 150 MPH '/VIND ZONE- (MODEL #59050) FOR SOIL CLASS 3 1 4 ",8 "x 1 6" I <br /> 548' DIA. X 40" GROUND ANCHOR • 1 30 AND 1 50 MPH WIND ZONE- BLOCK" <br /> WITH SINGLE 6" HELIX 5/8" DIA. X 48" GROUND ANCHOR 1 --.- - --' <br /> (MODEL #59060) FOR SOIL CLASS 3 WITH SINGLE 6" HELIX <br /> SEE CHART FOR QUANTI (MODEL #59055) FOR SOIL CLASS 3 .11110. <br /> GENERAL NOTES (SEE CHART FOR QUANTITY) <br /> 1 . DESIGN FOR MIN 2.500 551 CONCRETE <br /> 2 ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3, 150 Ibs. AND <br /> ULTIMATE LOAD OF 4.725 it's.; ANCHORS MUST BE INSTALLED TO <br /> MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON <br /> INSTALLATION 'FILL 7010 ANCHOR AND MUST BE DISCARDED. ANCHOR CHART <br /> 3. CONTRACTOR, SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF <br /> A IT H 5>:B_ TT 3L, CONDITIONS. CONTRACTOR 15 RESPONSIBLE FOR MEETING SOIL ; •I : -�.� �;.r. <br /> CiASSIFICATIONFORSIZINGHELICALANCHORS. r7Jt211 /, - - i 11! <br /> - 91 1E ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 1 2" OF V 0 el;�,T v,,�.r +' <br /> CORIIER o u 4 <br /> 5 ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES 4 <br /> AFAR'', FRCM EACH OTHER I v <br /> 4 <br /> ,T, THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD 53 0 r, <br /> REQUIREMENTS WERE SET. 3 14 - � , - - <br /> 7. USE T15 -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR 5 I," <br /> WITH SINGLE 4' HELIX OR 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 6" HELIX 10 IO 4 <br /> Tr'TL SOIL CAPACITY FOR TIE DOWN 3/2" X 30" ANCHOR = 500 FT . LB. 0 <br /> 9. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB '> 4 <br /> 0 INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 0 0T'' <br /> 10 <br /> Ex TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND Io '4 1 ' - <br /> 51TE SPECIFIC SOIL CONDITIONS IO ', - . <br /> 1 I . MAXIMUM STRUCTURE HEIGHT 15 1 2 FEET <br /> 1 2. ANCHORS AKE FOR SPECIFIED SOIL CLASSES NEEDED <br /> LA 14 <br /> DESIGN PARAMETERS <br /> 1 . V.' Td0 DESIGN PER ASCE 7 -02 1- -4 , , 1' ' <br /> 2. DESIGN WIND 555E0 - I 10055 - 130MPH -150 MPH ' <br /> 3- WIND EXPOSURE CATEGORY' C C <br /> }. W FJD IMPORTANCE FACTOR: LO 45 ' 1, <br /> 5. ENCLOSURE CLASSIFICATION: ENCLOSED - 44 <br /> 6. DESIGr) MEETS INTERNATIONAL BUILDING CODE 2005 $ FLORIDA BUILDING CODE _�4 <br /> I4 I -4 ; <br /> 2007 k 2005 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 I4 1, r 1 <br /> SOIL CLASS DESCRIPTIONS: 14 <br /> 4 "9 4 a .. <br /> 50IL CLASS 2 VER7 DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, " _ 4 - <br /> COBBLES. PRELOADED SILTS. CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 14 <br /> 550 +I59 - 4 4r7 <br /> 5OIL C! ASS 3 - MFDIU1 DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS 4 4 f, . „ <br /> 4 O <br /> AND CLAYS. A TEST PROBE TORQUE VALUE OF 350.55011,s -ui <br /> DESIGN FOR: <br /> LARK BUILDERS <br /> 409 DICKSON STREET �.0���. <br /> VIDALIA, GA. 30474 4 :: ::: tr Haney Assoc Inc. <br /> PROJECT NUMBER ■■■■■■� <br /> - O6EN224A .■■■■■ Engineering & Construction Planning <br /> ■l... <br /> DATE. May 2 t h , 2005 009 `I 1W Voce Su Street, a Y8, Pendleton, S.C. 2%70 - Pbooe: 864646.7610 Fox: 864446-7999 <br /> Sheet I OF I <br /> NOTE: TI115 PLAN hAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES <br />