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NOTE: INSTALL- ANCHORS <br /> PER MANUFACTURER'S Details for Concrete Installations <br /> RFQU PITS <br /> SIMPSON "LSTA 1 8" 20 GA. <br /> . STRAP TIE FASTENED 1,VITH <br /> GUSSET ANGLE SIMPSON (1 4) -10D NAILS <br /> STRONG TIE HGAM I OKT HDG (7- FASTENERS PER MEMI3ER) <br /> (OR EQUIVALENT) SPACED 4" <br /> 5/8" DIA.x3" LAG BOLT WITH 2" <br /> (4) -5D3 WOOD SCREWS 1/4" DIA. WASHER, 3" EMBEDMENT 4449 <br /> x24" HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT <br /> (2) -2 *6 PRESSURE <br /> liviliffillM <br /> TREATED SKIDS (4) I/4" x 3 -1/4" ANCHOR 110 MPH WIND ZOND- <br /> -- SIMPSON WEDGE -ALL 5/8" DIA. X 40" GROUND ANCHOR III <br /> WA253 1 4MG (OR EQUIVALENT) WITH SINGLE 6" HELIX <br /> N (MODEL #59060) FOR SOIL CLA55 3 *j <br /> 30 AND 1 50 MPH WIND ZONE ..—_,_,__,_, <br /> 4" THICK CONCRETE SLAB II <br /> 5/8" DIA. X 48" GROUND ANCHOR t I <br /> WITH SINGLE 6" HELIX <br /> (MODEL #59065) FOR SOIL CLASS' 3 <br /> MIN. 4" OFFSET FROM EDGE (SEE CHART FOR QUANTITY) 1 <br /> Details for Masonry Block Installations <br /> 3/ 6" GALVANIZED CABLE TIE <br /> Di �'Wrl ENGINEERING PART SIMPSON "LSTA 18" 20 GA. <br /> #5 1 55G (OK EQUIVALENT), STRAP TIE FASTENED 1VITH <br /> TIVHTEN TO 500 LB5 OF TENSION ‘ Al (1 4) - 1 OD NAILS <br /> US) (3)-3/I G" GALVANIZED CLAMP 1 (7- FASTENERS PER MEMBER) <br /> TIE DOWN ENGINEERING PART 4"x8 "x1 e 5/5" DIA.x3" LAG BOLT WITH 2" <br /> #53506 (OR EQUIVALENT) I LO WASHER, 3" EMBEDMENT A449 <br /> GALVANIZED OR EQUIVALENT <br /> 1 10 MPH WIND ZOND- <br /> 1 /2" DIA. x 30" GROUND ANCHOR �� I O MPH WIND ZOND- <br /> VITH SINGLE 4" HELIX 5/8" DIA. X 40" GROUND ANCHOR <br /> MODEL #55055) FOR SOIL CLASS 2 WITH SINGLE 6" HELIX <br /> 130 AND 50 MPH WIND ZONE - A_� <br /> (MODEL #59000) FOR SOIL CL5 3 I 4 "i,8 "x 1 6" f <br /> 5/8" DIA. X 40" GROUND ANCHOR 130 AND 150 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 0" HELIX <br /> (SEE CHART FOR QUANTITY) (MODEL #59005) FOR SOIL CLA)5 3 X11 <br /> GENERAL NOTES (555 CHART POK QUANTITY) <br /> 1 . DESIGN FOR MIN 2.500 P51 CONCRETE <br /> 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3, 1 50 lbs. AND <br /> ULTIMATE LOAD OF 4.725 lbs.; ANCHORS MUST BE INSTALLED TO <br /> MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON <br /> INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. ANCI �1 tOR CHART <br /> 3. CON TRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF <br /> WITH EXIT,TING CONDITIONS. CONTRACTOR 15 RESPONSIBLE FOR MEETING SOIL .4:- ^nr <br /> CLASSIFICATION FOR SIZING HELICAL ANCHORS. rulr Ill "; - 0 , (11 r <br /> -I. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12" OF wlr�n - ', t.; 1 ,'H M�., .� " : -r r.; <br /> CORNER 0 <br /> 1_' , 4 <br /> 5. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES e_ - .4 <br /> APART FROM EACH OTHER. v <br /> 6. THE AN CHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD )) C , <br /> REQUIREMENTS WERE SET. 0 14 , <br /> 7. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR 0 I, <br /> WITH SINGLE 4" HELIX OK 5/5" DIA. X 40" GROUND ANCHOR WITH SINGLE 0" HELIX 10 lc -' O" 4 <br /> 5 - TL OTLD 50IL CAPACITY FOR TIE DOWN 1 /2" X 30" ANCHOR = 500 FT . LB. 10 <br /> 9. TIE`iTE 5015 CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB 0 �„ , <br /> 0. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 =O 5 , <br /> BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND ,O , 1 1 .. <br /> 517E 5PECIFIC 501L CONDITIONS c ,,0 , <br /> I I . MAXIMUM STRUCTURE HEIGHT 15 12 FEET 1_ _ <br /> 12. ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED �? ,. , <br /> DESIGN PARAMETERS <br /> 1 - W111D DESIGN PER ASCE 7 -02 = _• .. „ ,) ,. <br /> 2. DESIGN WIND SPEED - I I OMPH - 130M53 - 1 50 MPH 17 - ' o <br /> 3. WIND EXPOSURE CATEGORY: C 1•; <br /> 4 'A/51D 11v1PORTAPICE FACTOR: 1 .0 ` <br /> 5. LIICL0SURE CLASSIFICATION: ENCLOSED 44 1i <br /> 1,: <br /> 6 - 055105 MEETS, INTERNATIONAL BUILDING CODE 2000 4 FLORIDA BUILDING CODE 14 14 , <br /> 2007 4 2009 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 1, 1� ., <br /> SOIL CLASS DESCRIPTIONS: , <br /> a 4 <br /> 5011. CLA55 2 - VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, 14 �� ,, <br /> CO55IE5. PRELOADED SILTS. CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 4 50 <br /> .50 +1E <br /> 4 40 , <br /> 14 a4 c 5- - I <br /> 0 11 t. .1 A MFDIU4.1 DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS la „_, <br /> 11D CLAY'S A 7551 PROBE TORQUE VALUE OF 350- 5501bs -1n <br /> DtOIGN FOR: <br /> LAKK BUILDERS <br /> 409 DICKSON STREET �� ∎•• •.. <br /> VIDALIA, GA. 30474 ■::::::ta1 <br /> Haney Assoc Inc. <br /> . <br /> ■•••••. <br /> PROJECT NUMBER - 0GEN224A Imeme■ Engineering & Construction Planning <br /> .Er... <br /> DATE: May 1 21 2009 •e 101 Vasa Street, Suite #8, Peadkfoq S.C. 2%70 • Pboe: 1164-644 Far 8644467999 <br /> Sheet I OF I <br /> NOTE: THIS PLAN HAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES <br />