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NOT INSTALL ANCHORS Revisions: <br /> PER MANUFACTURERS Details for Concrete Installations 04/01/2009 Plan update With Detail Updates <br /> REQUIREMENTS <br /> SIMPSON "LSTA 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 WITH 2" <br /> ` • (4) -SDS WOOD SCREWS 1/4" DIA. WASHER, 3" EMBEDMENT A449 <br /> x HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT <br /> (2) -2x0 PRESSURE <br /> TREATED SKIDS (4) 1/4" x 3- 1/4" ANCHOR 1 1 0 MPH WIND ZOND - IAA , <br /> Y <br /> SIMPSON WEDGE -ALL 5/8" DIA. X 40" GROUND ANCHOR � ' <br /> Y 4 WA253 1 4MG (OR EQUIVALENT) WITH SINGLE G" HELIX 11 <br /> Ew (MODEL #59000) FOR SOIL CLASS 3 ,1 . <br /> 1 30 AND 150 MPH WIND ZONE 1 '�1 Y <br /> 4" THICK CONCRETE SLAB ® 5/8" DIA. X 48" GROUND ANCHOR <br /> WITH SINGLE 0" HELIX <br /> (MODEL #59005) FOR SOIL CLASS 3 � <br /> �1 <br /> MIN. 4" OFFSET FROM EDGE (SEE CHART FOR QUANTITY) I - <br /> Details for Masonry Block Installations <br /> 3/10" GALVANIZED CABLE TIE <br /> DOWN ENGINEERING FART SIMPSON "LSTA 18" 20 GA. <br /> #5 1 550 (OR EQUIVALENT), STRAP TIE FASTENED WITH <br /> TIGHTEN TO 500 LB5 OF TENSION (2) -2x0 PRESSURE <br /> (I 4) -10D NAILS <br /> 1 <br /> TREATED SKIDS (7- FASTENERS PER MEMBER) <br /> 555 (3)-3/10" GALVANIZED CLAMP <br /> TIE DOWN ENGINEERING PART " 5/8" DIA.x3" LAG BOLT WITH 2" <br /> #53800 (OR EQUIVALENT) 7 _, -� �� WASHER, 3" EMBEDMENT A449 <br /> 4 x8'x 16 GALVANIZED OR EQUIVALENT <br /> 110 MPH WIND ZOND - . � /2, / i BLOCK '',>,:,.;\ A <br /> 1/2" DIA, X 30" GROUND ANCHOR \' ; '; I I0 MPH WIND ZOND- ids -' <br /> WITH SINGLE 4" HELIX � 4 <br /> '''' 5/8" DIA. X 40" GROUND ANCHOR ++ <br /> (MODEL #59055) FOR SOIL CLASS 2 WITH SINGLE 0 HELIX _ 11 <br /> 130 AND 150 MPH WIND ZONE "- \ (MODEL #59000) FOR SOIL CLASS 3 j 4 "0"x 16 <br /> 5/8" DIA. X 40" GROUND ANCHOR '\ ,, i x ' 130 AND 1 50 MPH WIND ZONE - -/ II ,' '':',: 1",' I ' ' BLOCK <br /> WITH SINGLE G" HELIX , ;/ 5/8" DIA. X 48" GROUND ANCHOR <br /> (MODEL #59000) FOR SOIL CLASS 3 WITH SINGLE 6" HELIX I ' ' ' <br /> (5E1 CHART FOR QUANTITY) (MODEL #59005) FOR SOIL CLASS 3 ■1111°%' <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, 1 50 Ibs. 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 PLOCK 110 Mr4 150 MI14 .„1 MIN <br /> CLASSIFICATION FOR SIZING HELICAL ANCHORS. ruItrnNr, rrACI1J6 <br /> 4 ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 1 2" OF w1 t�Nrn MAx> FLOCK' gyros nr lCms EACH �c�� <br /> CORNER 6 10 6" 4 <br /> 6 12 7' -6" 9 <br /> 5. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES _ a 3 7' 6" 4 <br /> APART FROM EACH OTHER. 8 10 7' - 6" 4 - <br /> 0. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD 8 12 7' - 6" 6 - _ <br /> REQUIREMENTS WERE SET. 8 19 7' - 6 _ 5 5 5 <br /> 7 USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR 8 16 7' - 6" 6 - 5 5 <br /> WITH SINGLE 4" HELIX OR 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 0" HELIX 10 10 7' 0" 4 7 _ <br /> 8. TESTED SOIL CAPACITY FOR TIE DOWN 1/2" X 30" ANCHOR = 500 FT . LB. 10 12 7' - 0" 6 _ _ <br /> 9. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB o 9 i' O" 6 5 5 z <br /> 10 16 7' 6 5 5 5 <br /> 10. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 20 i' - 0" 6 5 5 5 <br /> BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND 10 24 7' - 0" 10 -. 4 4 4 <br /> SITE SPECIFIC SOIL CONDITIONS 10 50 7' 0" _'' _ 5 6 <br /> I 1. MAXIMUM STRUCTURE HEIGHT IS 12 FEET 12 12 6' - 6" 6 - - _ <br /> 1 2. ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED 12 14 6' - 6" 6 7 5 5 5 <br /> DESIGN PARAMETERS 12 16 6' -6" 6 - 5 5 . 5 <br /> 12 20 6' -6" 8 - 5 -, 5 <br /> 1. WIND DESIGN PER ASCE 7 -02 12 24 6' - 6" 10 _ 4 4 4 <br /> 2. DESIGN WIND SPEED - I I OMPH - 130MPH - 150 MPH 12 50 6' - 6" 1 <br /> 3. WIND EXPOSURE CATEGORY: C 12 56 6' - 6" 14 _ 6 6 6 <br /> 4 WIND IMPORTANCE FACTOR: I .0 12 40 6' - 6" 6 <br /> 5. ENCLOSURE CLASSIFICATION: ENCLOSED 12 44 6' 6" 6 <br /> 12 50 6' - 6" 16 2 6 6 6 <br /> G. DESIGN MEETS INTERNATIONAL BUILDING CODE 2006 $ FLORIDA BUILDING CODE 14 14 6' - 6" 12 4 5 5 5 <br /> 2007 S 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 9 5 5 <br /> 14 24 6' -6" 20 9 1 4 4 <br /> SOIL CLASS 2 - VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, 14 50 6' - 6" 24 4 <br /> COBBIES, PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 14 56 6' - 6" 26 9 <br /> 550 +Ibs - 14 40 6' 4 - ; <br /> SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS 14 94 6' - 6" 52 4 s <br /> 19 50 6' - 6" 56 4 ti 0 73 <br /> AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 5501bs -In <br /> DESIGN FOR: <br /> LARK BUILDERS <br /> 409 DICKSON STREET •••• <br /> " ' Haney Associates, Inc. VIDALIA, GA. 30474 ••••••• <br /> •••••• "' Engineering & Construction Planning <br /> PROJECT NUMBER - OGEN224A IM•••• <br /> DATE: APRIL 1st, 2009 `e 100 Vance Sired, Slfk08,Pendleton, S.C. 29670- Pbone: 864446.7600 Fax: 864646-7999 <br /> Sheet 1 OF 1 <br /> - a • < <br /> ti <br /> ��. ..._- <br /> ALL WORK SHALL CO MPLY WI BUI BUILDING REVIEW DATE r - 1 - r ,. ^ ` '`� <br /> PREVAILING CODES, FLORIDA I�� r/ r �� <br /> CODE, NATIONAL ELECTRIC CODE AND I� I !!�1 - S / . <br /> CITY OF ZEPHYRHILLS ORDINANCES PLANS CITY OF P <br /> i1 � 1 0 % ,S�IAi's r : ( i <br /> NOTE: TI115 PLAN I1AS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES ' `' *Kr1i QP� +�r `' <br />