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NOTE: INSTALL ANCHORS Reviaions:
<br /> PER MANUFACTURER'S Details for Concrete Installations 04/01/2009 Plan Update With Detail Updates
<br /> REQUIREMENTS
<br /> SIMPSON "LSTAIB" 20 GA.
<br /> STRAP TIE FASTENED WITH
<br /> GUSSET ANGLE SIMPSON (14) -1 OD NAILS
<br /> STRONG TIE HGAM I OKT HDG (7- FASTENERS PER MEMBER)
<br /> (OR EQUIVALENT) SPACED 4' OC
<br /> 1
<br /> 5/8" DIA.x3" LAG BOLT WITH 2"
<br /> (4) -505 WOOD SCREWS 1/4" DIA. WASHER, 3" EMBEDMENT A449
<br /> x2,2" HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT
<br /> (2) -2x6 PRESSURE i
<br /> TREATED SKIDS (4) 1/4" x 3 -1/4" ANCHOR 110 MPH WIND ZOND- , g , :":;:-;:',-,;;,:‘:;:-: - •,":;,.•; , ;.:.'1 , •
<br /> SIMPSON WEDGE -ALL 5/8" DIA. X 40" GROUND ANCHOR _lyV
<br /> WA253 1 4MG (OR EQUIVALENT) WITH SINGLE G" HELD( 11
<br /> ErA (MODEL #59060) FOR SOIL CLASS 3 \'\ ' ' s
<br /> 130 AND 150 MPH WIND ZONE
<br /> 4" THICK CONCRETE SLAB ® 5/8" DIA. X 48" GROUND ANCHOR r�, ' ` '\
<br /> WITH SINGLE G" HELIX z z/ - ; '''.." , ' . %Y . & '
<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/ 16" GALVANIZED CABLE TIE
<br /> DOWN ENGINEERING PART SIMPSON "LSTA18" 20 GA.
<br /> #51556 (OR EQUIVALENT), STRAP TIE FASTENED WITH
<br /> TIGHTEN TO 500 LBS OF TENSION (2) -2x6 PRESSURE (I 4) - I OD NAILS
<br /> 1
<br /> TREATED SKIDS (7- FASTENERS PER MEMBER)
<br /> USE (3)-3/1 6" GALVANIZED CLAMP
<br /> TIE DOWN ENGINEERING PART F " F ' 5/8" DIA.x3" LAG BOLT WITH 2"
<br /> #53806 (OR EQUIVALENT) � WASHER, 3" EMBEDMENT A449
<br /> \' -'/\':\/\ \�/ 4 "x.1 7'°. GALVANIZED OR EQUIVALENT
<br /> 110 MPH WIND ZOND - `/ 1 ''' BLO \' Y. . r i
<br /> 1 /2" DIA. X 30" GROUND ANCHOR '://).,\,./\,' /j\ j�� / /� 110 MPH WIND ZOND- ra °` - -
<br /> WITH SINGLE 4° HELIX \ , �, i,\ 5/8" DIA. X 40" GROUND ANCHOR -TV
<br /> />-;/ (MODEL #59055) FOR SOIL CLASS 2 � ' //�i WITH SINGLE 6" HELIX 11
<br /> 130 AND 150 MPH WIND ZONE - <: \'j1 ,..\>/,,>, ; (MODEL #59060) FOR SOIL CLASS 3 / :. j j / • 4 "X8 "x! 6`
<br /> 5/8" DIA. X 40" GROUND ANCHOR \ \ , . / / 130 AND 150 MPH WIND ZONE .A.„ � f B LOCK
<br /> , '
<br /> WITH SINGLE 6" HELIX ; �' j 5/8" DIA. X 45" GROUND ANCHOR � 7 /2
<br /> (MODEL #59060) FOR SOIL CLASS 3 ' ' �\•! WITH SINGLE 6" HELD( \ . //�
<br /> (SEE CHART FOR QUANTITY) , j'% ' (MODEL #59065) FOR SOIL CLASS 3 i\! ' .
<br /> (SEE CHART FOR QUANTITY) \‘/.\ ; , \'
<br /> GENERAL NOTES
<br /> 1. DESIGN FOR MIN 2,500 PSI CONCRETE
<br /> 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3,150 Ib5. AND
<br /> ULTIMATE LOAD OF 4,725 Ibs.; ANCHORS MUST BE INSTALLED TO
<br /> MANUFACTURERS 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 /> WITH EXISTING CONDITIONS. CONTRACTOR I5 RESPONSIBLE FOR MEETING SOIL NLOCK 110 Mf'N 130 Mr>H ,150 MPH
<br /> CLASSIFICATION FOR SIZING HELICAL ANCHORS. PuLPII.16 SPAR)( - --,- . < ri" :::c f
<br /> 4. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12" OF WPM LENGTH ( MAX) MOCK', n 'n nlaCl lnr EACH V?e>
<br /> CORNER 6 0 7 - 6" 4 2 _ 7
<br /> 5. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES 6 2 7' - 6" 4 2 7 7 =
<br /> APART FROM EACH OTHER. 8 10 7 -6" 4 2 2
<br /> 6. THE ANCHOR MUST BE IN 711E SITE SOIL CLASS IN WHICH THE LOAD 3 12 7'-6" 6 _ -.
<br /> REQUIREMENTS WERE SET. 8 14 i - 6" 6 2 3 5 5
<br /> 7. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1 /2" X 30" GROUND ANCHOR 3 16 7' - 6" 6 7 5 3 5
<br /> WITH SINGLE 4" HELIX OR 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 6" HELIX 10 10 7' • 4 2 2 ? 7
<br /> 8. TESTED SOIL CAPACITY FOR TIE DOWN I /2" X 30" ANCHOR = 500 FT . LB. 10 12 7' -O" 6 2 2 =
<br /> 9. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB 10 14 7' O" 6 7 5 5 5
<br /> 10 16 7' -0" 6 ._ 3 5 3
<br /> 10 INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 20 7' - 0" 8 2 5 5 5
<br /> BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND I0 24 7 - 0" 10 - 4 4 4
<br /> SITE SPECIFIC SOIL CONDITIONS 10 30 7' -0" 12 _ 5 5
<br /> 1 1. MAXIMUM STRUCTURE HEIGHT IS 12 FEET 12 12 6' -6" 6 7 7 _ 7
<br /> 12. ANCHORS ARE FOR SPECIFIED 501L CLASSES NEEDED 2 14 6' 6 2 5 3 5
<br /> DESIGN PARAMETERS 12 16 6 -6" 6 _ 5 5 . 5
<br /> 1 20 6' - 8 _ 5 5 5
<br /> 1. WIND DESIGN PER ASCE 7 -02 12 24 6' 10 2 4 4 4
<br /> 2. DESIGN WIND SPEED -1 I OMPH - 130MPH -150 MPH 12 30 6' -6" 17 _ 5 5 5
<br /> 3. WIND EXPOSURE CATEGORY: C 12 56 6 6 14 2 6 6 6
<br /> 4. WIND IMPORTANCE FACTOR: 1.0 12 40 e' - 6" 16 2 7 7
<br /> 12 44 6'-6" lb _ 7 'F
<br /> 5. ENCLOSURE CLASSIFICATION: ENCLOSED 12 50 6' - 6" 18 2 8 0 0
<br /> 6. DESIGN MEETS INTERNATIONAL BUILDING CODE 2006 4 FLORIDA BUILDING CODE 14 14 6' - 6" 12 4 5 5 5
<br /> 2007 4 2009 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 14 16 6' - 6" 12 4 5 5 5
<br /> SOIL CLASS DESCRIPTIONS: 14 20 6'-b" 16 4 5 3 5
<br /> 14 24 6' -6" 20 4 4 4 4
<br /> SOIL CLASS 2 - VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, 14 30 6' - 6" 24 4 5 5
<br /> COSINES, PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 14 66 b' - 6" 20 9 6 6 6
<br /> 14 40 6'-6" 52 4
<br /> 550 +1b5-In 14 44 6' -6" 52 4 7 7 7
<br /> SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS 14 50 6' - 6" 36 4 e 0 0
<br /> AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 550112s -in
<br /> DESIGN FOR:
<br /> LARK BUILDERS -
<br /> 409 DICKSON STREET 411•••••111.
<br /> ;;;•;;;" Haney Associ Inc.
<br /> VIDALIA, GA. 30474 �..
<br /> ea•••• "" Engineering 8z Construction Planning
<br /> P ROJECT NUMBER - 06EN224A IN•s••
<br /> • 1 110 Vane Street, Sate 1 Pea Witte', S.C. 2%70 - Phone: 864.616.760 Fa: 1644464999
<br /> DATE: APRIL 1st, 2009
<br /> Sheet I OF I • r i„..-
<br /> 4 1 1, r ti �R „; ice, ,r- e
<br /> �
<br /> - 0 i "$TAT EMO
<br /> NOTE: THIS PLAN HAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES +`' torjij„'nQa�,R� "' "' "
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