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NOT 'NSTALL ANCHORS
<br /> PER MANUFACTURERS Details for Concrete Installations I 04/01/2009 ! Plan Update Wth Detail Updates
<br /> REQUIREMENTS
<br /> SIMPSON °L5TA 15" 20 GA.
<br /> GUSSET ANGLE SIMPSON STRAP TIE FASTENED WITH
<br /> STRONG TIE HGAM I OKT HDG (I 4) 1 OD NAILS
<br /> 1
<br /> (OR EQUIVALENT) SPACED 4 OC (7- FASTENERS PER MEMBER)
<br /> (4) -5D5 WOOD SCREWS 1/4" DIA. 5/8" DIA.x3" LAG BOLT WITH 2"
<br /> x2Y2 HOT DIPPED GALVANIZED WASHER, 3° EMBEDMENT A ENT
<br /> (2) - 2x0 PRESSURE GALVANIZED OR EQUIVALENT
<br /> TREATED SKIDS (4) 1 /4" x 3 - I /4" ANCHOR "' " '% %!r .S;.zr -
<br /> I 10 MPH WIND ZOND s % % %'�" -, = % /,, '" :
<br /> SIMPSON WEDGE -All DIA. X 40" GROUND ANCHOR r
<br /> re WA253 1 4MG (OR EQUIVALENT) 5/8"
<br /> p�� WITH SINGLE G" HELIX _��)�
<br /> ® (MODEL #59060) FOR SOIL CLASS 3 \ /�, v
<br /> 4" T HICK CONCRETE SLAB 130 AND 150 MPH WIND ZONE \ :�' s
<br /> 5/8" DIA. X 48" GROUND ANCHOR yv %y ,� �V Av ; ,,';'/
<br /> WITH SINGLE 6 HELIX :/. .. �-; % / '.
<br /> (MODEL #59065) FOR SOIL CLASS 3 - .' �`
<br /> MIN. 4" OFFSET FROM EDGE (SEE CHART FOR QUANTITY) % \"
<br /> Details for Masonry Block Installations
<br /> 3/1 G" GALVANIZED CABLE TIE
<br /> DOWN ENGINEERING PART
<br /> #5 1 556 (OR EQUIVALENT), SIMPSON "LSTA 18" 20 GA.
<br /> TIGHTEN TO 500 LDS OF TENSION STRAP TIE FASTENED WITH
<br /> (2) -2xG PRESSURE ( 4) - I OD NAILS
<br /> USE (3) -3/ 16" GALVANIZED CLAMP TREATED SKIDS (7- FASTENERS PER MEMBER)
<br /> TIE DOWN ENGINEERING PART VV
<br /> #53806 (OR EQUIVALENT) HH 5/8" DIA.x3" LAG BOLT WITH 2"
<br /> `�' i WASHER, 3" EMBEDMENT A449
<br /> \ \ / � � ..xx8 "x 1 -7,
<br /> 1 10 MPH WIND ZOND ---� � / \ / /\/ ' �� GALVANIZED OR EQUIVALENT .;,,i1
<br /> I/2" DIA, X 30" GROUND ANCHOR /1 \ - \ / ' BLOCK ��,
<br /> /\>:-\\>>\ /�� \ �\ 1 /,5
<br /> WITH SINGLE 4" HELIX / / / ✓ �i ' I I O MPH WIND ZOND- i " - "
<br /> (MODEL #59055) FOR 501L CLASS 2 5/8° DIA. X 40" GROUND ANCHOR /, �,
<br /> WITH SINGLE 0' HELIX - 1 � � �
<br /> 130 AND 1 50 MPH WIND ZONE - \ �
<br /> 5/8" DIA. X 40" GROUND ANCHOR �i . j % (MODEL #59000) FOR SOIL CLASS 3 ''',..,`\' •
<br /> WITH SINGLE 6" HELIX ‘,7":-',C'''
<br /> \\ ''po \ . �� 130 AND 150 MPH WIND ZONE 4 K8 "x I `6`�. • w
<br /> (MODEL #59000) FOR SOIL CLASS 3 ',!,.\\ /\ \/ . '` BLOCK ;
<br /> " ' z 5/8" DIA. X 48" GROUND ANCHOR \ ; i l i '•
<br /> (SEE CHART FOR QUANTITY) /j j f '•' WITH SINGLE 0" HELIX �' ' �; / \\ % \/� i
<br /> (MODEL #59065) FOR SOIL CLASS 3 % > i /;,
<br /> GENERAL NOTES (SEE CHART FORQUANTITI� "
<br /> 1. DESIGN FOR MIN 2,500 PSI CONCRETE ,/, / /t
<br /> 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3,1 50 Ibs. 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.
<br /> 3, CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF ANCHOR CHART
<br /> WITH EXISTING CONDITIONS, CONTRACTOR IS RESPONSIBLE FOR MEETING SOIL
<br /> CLASSIFICATION FOR SIZING HELICAL ANCHORS. � HO MPH 130 MPH P0 MPH
<br /> 4. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 1 2 " OF ruat�111a
<br /> 6 1 AX) 4 _ " "Z
<br /> g
<br /> wron L�N�rn <n
<br /> CORNER
<br /> 6 12 �-6 mocKS u ms . ( w Aviator-. EACH cm.)
<br /> 5. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES e 7' -6 2
<br /> 4 7 2 APART FROM EACH OTHER. 8 6 i' -6" 4
<br /> 0. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD 8 10 ' -6„ 4
<br /> REQUIREMENTS WERE SET. 8 12 i' -6" 6
<br /> 8 14 7. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR 8 16 ; • - 6 , 6 5 5 5
<br /> 6 2 WITH SINGLE 4" HELIX OR 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 0" HELIX 10 to 2 2 5
<br /> 8, TESTED SOIL CAPACITY FOR TIE DOWN 1/2" X 30" ANCHOR = 500 FT . LB.
<br /> 5
<br /> 9. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB 0 O 6 6 _ -2 1 O. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 14 i O 5 5
<br /> BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND 10 16 0 6 2 5 5 5
<br /> 10 20 7' -0" 6 2 5 5
<br /> SITE SPECIFIC SOIL CONDITIONS 10 so 24 7 O'` 10 5 4 4 4
<br /> 1 1 . MAXIMUM STRUCTURE HEIGHT 15 12 FEET
<br /> 10 50 7'- 0" 17 2 ' S
<br /> 1 ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED 12 I` 6 -6" 6
<br /> DESIGN PARAMETERS 14 6 _ _ 5
<br /> 12 I6 6' 6 2 3 5 5
<br /> 1. WIND DESIGN PER ASCE 7 -02 12 20 6' -6" 8 2 5 5 5
<br /> 2. DESIGN WIND SPEED - I I ()MPH - 1 30MPH - 1 50 MPH 12 29 6' -6" 10 4 4 4
<br /> 3. WIND EXPOSURE CATEGORY: C 12 6' 6" 12 y y
<br /> 4. WIND IMPORTANCE FACTOR: 1= 6' 6" 14 ti 6
<br /> I .0 12 10 6 -6" 16 7 7. 7 6
<br /> 12 44
<br /> 0. DESIGN MEETS INTERNATIONAL BUILDING CODE 2000 d FLORIDA BUILDING CODE 6 6 16 7
<br /> 5. ENCLOSURE CLASSIFICATION: ENCLOSED
<br /> 2007 * 2009 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 12 50 6' -b" ip B
<br /> 14 14 b'_6,. 12 4 5 5
<br /> SOIL CLASS DESCRIPTIONS: 14 16 17 4 5 5 5
<br /> 19 20 6' - b" 16 q 5 5 }
<br /> SOIL CLASS 2 -VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, 14 24 6' -6" 20 4 1 1 4
<br /> COBBIES, PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE 6 6
<br /> -6 24 4 y
<br /> 550 +Ibs -in TORQUE VALUE OF 14 '�, 6' -6" ZQ q o 6 `
<br /> 14 40
<br /> SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS 6 52 4 52 4
<br /> AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 550Ibs -in 14 44 6' -6"
<br /> 14 50 6• -6�, 56 4 8 7 7 i
<br /> DESIGN FOR:
<br /> LARK BUILDERS
<br /> 409 DICKSON STREET _nith
<br /> VIDALIA, GA. 30474 mmint Haney Associates, Inc.
<br /> PROJECT NUMBER - 06EN224A amm.
<br /> . "1 Engineering 8z Construction Planning
<br /> DATE: APRIL 1 st, 2009 �r
<br /> IN Vane Street, Suite N, Pendleton, S.C.29670- Phone: 864-646-7600 Fu: 8666/67999
<br /> Sheet I OF I
<br /> C r T // r
<br /> <. 9 / 17
<br /> ,Y
<br /> .STAT:_'>:as ; (. if
<br /> %... Y. .0 •
<br /> NOTE: THIS PLAN HAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES ' . , Lk, 4I s1 164 ` -
<br /> tH111
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