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Home My WebLink About04070259 Correspondence I' Architects and Planners, Inc, ~~... "J Bloodgood S ^'" 0) D~ lrJ~~ November 16, 2004 Rose VanArsdall Portrait Homes 9333 North Meridian, Suite 300 Indianapolis. IN 46260 re: Weston Pointe Townhomes 1 BSB Job #33059 Anchor Bolts This letter is in response to phone conversations and your 10/29/04 fax regarding the anchor bolts installed in foundation wall between adjoining garages, We understand that Surepoxy 117 epoxy grout manufactured by Kaufman Products and Power-Stud Wedge Type Expansion Anchors manufactured by Powers Fasteners were used in providing additionai sill plate anchors in the foundation wall between adjoining garages after the wall was completed, The cavity of the concrete block was filled with epoxy grout and Power-Stud Wedge Type Expansion Anchors (#7449, 3/4"x10") were embedded in the grout a minimum of 6" deep, Anchors fastening the wood sill plate to the foundation were located a maximum of six (6) feet on center with a minimum of two(2) anchors per plate section and one(1) anchor located not more than twelve (12) inches from each wall panel end, The conventional anchor bolts in place prior to the wood sill plate being set may be used with regard to the spacing provided they were installed as required by the Indiana Building Code, The installation of sill plate anchor bolls as outlined above is acceptable, Attached are product sheets for the Surepoxy 117 and Power-Stud Wedge Type Expansion Anchors, Please let me know if you have any questions, .....,""1111.."".... ,:.\,\'W ......" .,~ g..--( L. S"'/~~. 1~.~;,:e\8.Tii~~ "\ I .. ~ No .. '\ -. .... ~ : AR10400055: ~ .. . . - : . :: i .. i ~ . ~ " I arp Buster MANAGING' PARTNERS I Doug Sharp I Doug Buster I PARTNERS IN CHARGE I Joe A. Satin I Howard Pals I Larry W. Moore I Jerry Messman , Daniel Swift I James GrW1dmeier I Jane Knutson , Stephen C. Moore PARTNERS I Deryl Patterson Bob Boyd I Gary Snider I Edward Binkley fOUNDER I John D. Bloodgood OfFICES I ~::,:l:mesl ~acramento Cbicago Phoenix Dallas Costa fv1esa Jacksonville Orlando Boston :;~:::,::~:'[,T 160I West Lakes Parkway Suil('2()1~, West I '~'[A 5026() .'jl," r Surepoxy 117 KAUFMAN PRODUCT INFORMATION KAUFMAN PRODUCTS INC. Description SurePoxy 117 is a 100%-solids, high-modulus, two-component, fast-setting epoxy gel. SurePoxy 117 provides a rigid, non-shrinking adhesive for use in both dry and damp applications. It is insensitive to moisture before, during, and after cure. Surepoxy 117's unique non-abrasive formula makes appiication significanliy easier with pressure injection equipm~nt. Surepoxy 117 is intended for use above 40 F. Changes In temperature will oniy speed up or slow the strength gain. SurePoxy is especially modified for both rapid-set and strength gains. Uses Recommended for grouting of anchor bolts, bridge railings, dowei bars (either plain or epoxy coated) in transverse, longitudinal and vertical joints in highway and bridge application. Seat base plates and heavy vibrating machinery, subject to both high stress and impact. Use to adhere parking bumpers and sealing cracks and ports for injection of epoxy into concrete. It is also recommended for testing the adhesion of epoxy systems to concrete using a pipe cap tensile test. SurePoxy 117 is chemically engineered expressiy for use with automated injection equipment. Follow pressure equipment manufacturers directions. , Specifications ASTM C-881 , Types I, Ii, IV & V, Grade 3, Classes B & C (modified for faster set) OOOT Supplemental Specification #803 and 952. AASHTO M-235, Types 1 & Ii, Grade 3, Classes B & C (modified for faster set) AASHTO M-237, Types I & Ii, Grade 3, Classes B & C (modified for faster-set) VOC o grams/liter 3811 CURTIS AVENUE BALTIMORE. MARYLAND 21226~1131 410--354-8600 800-637-6372 www,kaufman products.net Physical Properties - Uncured Mixing Ratio Color Viscosity Shelf Life 1:1 by volume A-white; B-gray; Mixed-gray Non-Sag Gel 2-year minimum I Pot Life (conditioned & c~red at followin.9 temps) 75 F 42 F ' 5-7 min. 8-12 min. HOT (ASTM 0-648) Bond Strength 14 days (ASTM C-882) Compressive Strength (ASTM D-695) cure Compressive Yield Strength days Compressive modulus Tensile Strength days & elongation, (ASTM 0-638) <2 % @ 7 days I Fiexural Strength 15,000 psi. @ 7 d~ I Shear Strength 3,900 psi. @ 7 days I (ASTM D-732) Water Absorption (ASTM D-570) Pull Out Test (ASTM E-488) Shore D Hardness (ASTM-2240) Shrinkage (ASTM C-883) 1 quart Bead Final Cure Cured <15 min. 20-25 min. 1 days 3 days 125'F I 2,100 psi. min. @ 4,500 psi. @ 2 hJ 10,500 psi. @ final I 12,000 psi. @ 7 I 460,000 psi. @ 7 days 8,500 psi. @ 3 .5% max .1% I 34,000 psi. @ 7 days 80 min. I .002 max. All \1~ltt.a'" <>nnrt'wim:::.t""_IAlill I/<':In/ IAlith t""mr..:.r:::.h II""" :::.nn I I Packaging 7.SL (2 gal. unit) 37.8SL (10 gal. unit) 600 ML (220z.) 6 per carton (1 static mixer supplied with every unit) Storage Conditions Store dry at 40-9S'F. Condition material to 50-8S'F before using. Directions Surface Preparation Condition SurePoxy 117 to SO'F before using. All surfaces must be free of foreign matter and be structuraliy sound. Prepare surfaces by acid etching, mechanical scarification or sand-biasting. Drili hoie and blowout loose dust and debris from hole using oil and moisture-free compressed air and brush. Remove foreign matter from surfaces. Application Static Mixers - Insert the tip of the static mixer all the way to the back of the hoie to be grouted. Dispense materiai and gradualiy withdraw the mixer as the hole fills up. You can stop pumping SurePoxy 117 into the hoie when they are approximately SO% full, as the bar will displace most of the Surepoxy. Check constantly to avoid air pockets and unevenly mixed components. Hand mixing - Mix until color is completely uniform. Insert into hole and fill from the back outward until the hole is SO% full. Insert anchor or rebar with a twisting motion all the way to the back of the already grouted hole. Attach grout containing plastic disc onto dowel or rebar to prevent run out. For cold weather work it helps to make the discharge opening of static mixers larger by cutting off the smallest opening. Depth of embedment is typically 10-1S times the bolt diameter. Notes Ciean equipment with SurePoxy Thinner, or other aromatic solvents (such as Xylene), immediateiy after use. Jobsite tests should be conducted in order to verify anchor performance. Precautions Store at 40-90' F. Do not thin. Not for sealing cracks under hydrostatic pressure. Read Material Safety Data before using. This product is intended as an anchoring adhesive in relatively low mass volumes. Please refer to the General Epoxy Instructions for complete details on proper application during cold and hot weather. F:\1\Eng. literature w-out Heading\116-117.d<lC NoV03 1!9W1l'fIANGER\VEIlliI. ., . ,. ".~ .' : t> ,. ".~ ,..... ., '., , . ~ . j. ,. ~ '" <1 .1> c' , . A . ,. ',. .' .~,. " ~ , .' :.~ : :'.: ~.~ :.~ , . ~ '. j. " <:IA ,~, <3 ~ J .. ". -. ., . j. ,. ~. j. ",~. ~ <3.6' ~ ~ . .' : . " ~..' 't>-" " ,:.: , : 4 '., to: 4 . . j. ,. ~ . j. ~ <3,~ ~~!r'~="-"''''-' A . .~ .. ".:, . '., ,.;...., , . ~ . j. <l " . , ," . " '.,'" j. "~ . 4.6.' ~ 0, J. "~ <1 A. . . ~ , ..... ., v., " . j. ,. ~ ~ <1 -- Thread the anchor onto the rod to be used along mth a wt and washei: Drive the anchor into the hole until the anchor is at the required " embedment depth. The anchor body shoJJld be recessed in thE hole. Run thE nut and washer up to the concrete SlJrface and tighten the anchor by tuming the nut 3 to 5 tums past finger tight or by applying thE guide installation torque from thE finger tight position. ~~, ,;;rR..,f,,-,>----..''l'7JJW5~1'~'i\,~'.:&fi'''...~%fi1~'rolI .::.... ',~'-;',:,."/ '.~ .;4 '., v.;... '... ~ . j. ";' " " j. ..;' ~ ,~ o J ".:. . .. '.. , ,.;... '.~ v.; 4 '. , . " . j. " ~ . j. 4.6.'.~ 4.6.'_~ Using the proper diameter bit, drive the anchor into the hole until the head is firmly seated against the base material. Be sure the anchor is driven to the required embedment depth. Set the anchor mth a prying action using a claw hammer. "'!\! ANCHOR SIZES AND STYLES The following tables list the sizes and styles of standard Power-Stud anchors'To I select the proper minimum anchor length for the threaded version, detennine . I the embedment depth required to obtain the desired load capacity, Then add I the thickness of the fixtur~ including any spacers or shims, to the embedment I depth, along with the nut and washer thickness. The nut and washer thickness is equal to the nominal anchor diametec I Ir.CARllONSTEEtPOWERICTI~.m>.""'NP.\'~. _., ,_-""1i:iM"._ '="''>:_ ''''' Carbon steel Power-Stud anchors are manufactured from carbon steel which is I plated with commercial bright zinc and a supplementary chromate treatment in aocordance with ASTM Spec,<atian B 633, SC1, Type III (FelZn 5). I CAT MIN THREAD SiD 510 WTJ NO SIZE EMBED LENGTH BOx CTN 100 '* 7400 1/4", 1.3i4" 1-1/8" 3/4" 100 500 13 md?!lf1l,lI.'1lI.'1)4~'V~/j~R!1iWl,171J:;g_!Jl_E~ 7404 1/4", 3-1/4" 1-1/8" 2-1/4" 100 500 4-3/4 mO~~3/f!i:l!2~1/a;\i'ml~~i4'i'~~~~ 7412 3/8", 2-3/4" 1-5/8" 1-5/8" 50 250 9.1/2 ~'-.'-j~~o~Z.s~ 7414 3/8", 3-1/2" 1-5/8" 2-3/8" 50 250 12 mr5_31a'.MlIIIl;3liiiila1~I$~~i.8'_iNtl59~j;~ 7416 3/8",5" 1-5/8" 3-7i8" 50 250 15-1/2 417 3/8 " " ,5/ " " 7420 1/2", 2-3/4" 2-1/4" 1-3/8" 50 200 18 i1g?~.ii!3'3l1-4)1'.iilfl2.!..3j}Ji'~~OO_iI'J~ 7423 1/2" '4-1/2" 2-1/4" 3-1/8" 50 200 28 ~~~~lli.Il5])iE1J~~~.~?J 7426 1/2",7" 2-114" 5-5/8" 25 100 44 <t ~j,:,,;.q21, .'1 2 " :ft,.:46 7430 5/8", 3.1/2" 2.3/4" 2" 25 100 40 ~~]biI~~L4~ 7433 5/8",5" 2-3/4" 3-112" 25 100 57 ~57~1l~~~6'~ 7436 5/8" x 7" 2-3/4" 5-1/2" 25 75 72 1Il!~B~-~I~t'::8JlJ.tr:.~/4~~75li\Jm4l 7439 5/8",10" 2-314" 8-1/2" 25 75 100 ~'l!3/4ilfi'!llii'/4i~~~fP'_lii 7441 3/4", 4-3/4" 3-3/8" 2-718" 20 60 76 li1lI;l.. ~;~-"-<W8~3!~_~~;ii!iiliit,,~5J 7444 3/4"'6-1/4" 3-3/8" 4-3/8" 20 60 95 r14'.~ "~H1i1!;lI'-~iC'm~20~il"i~ 7448 3/4" '8-1/2" 3-3/8" 6-5/8" 10 40 120 i.m~~1i.9_~;~' ,1$ 7451 3/4",12" 3-3/8" 10.1/8" 10 30 155 ~p~"JiEii:ii8:l"x16;:::lII1;~;l('" 40 7452 7/8",8" 3-718" 4-314" 10 40 160 5.6~~_.~ 7461 1" , 6" 4-1/2" 2-3/8" 10 30 170 ~--lm~l.O~ 7465 1",12" 4-1/2" 8-3/8" 5 15 300 WEa"i'm111~9~15!2$::as"U'"~M'_lP_i1 7475 1-1/4", 12" 5-5/8" 7-3/4" 5 15 480 The published ~ngth is the overaJllength of the anchor. A/lowone 8ncha diameter for the nut and washer thickness when selecting a length, Power-Stud WEDGE TYPE EXPANSION ANCHOR ~WTRfl"'~_"",_, rD:O=",~","~ <Y, Concrete, Slone DJl!.u:MNGE lIl':' '-"""-i>>.i:h~~ 1/4" x 1-314" to 7-714" x 12" IfMjCftORw.;ltR1A1.3:..~ """"" 'w-."._ Carbon Steel & 1}pe 304 or 316 Stainless Steel PRODUCT DESCRIPTION The Power-Stud anchor (former~ known as the Rawl-Stud) is a one piece, wedge type expansion anchor available in carbon steel and stainless steel. Threaded, Rod Hanger and lie-Wire versions are designed for use in solid concrete, The drill b[ diameter needed for proper installation is the same as the anchor diameter, TlY...... Ver$ion Ti~W..e V,,"oo g; I :TI Anchor~ '-Interlocking Wedges Rod-Hanger Version t-m_, 83 -----. I '--Internal\.... Interlocking Wedges Anchor Body Threads ~TR'iD1NnnCM1ON ....._. w, "-- The threaded Power-Stud anchor has a length identification mark stamped on the head of the anchor as shown below, .,""'j From '-112 2 2-lfZ 3 3-1/2 4 4-1/2 5 EP~~~g~2-J/2:_U;.]!~4.:::rn'''''<[[s:fi~ .",""j .', From 5-1/2 6 6.112 7 7-1/2 8 8-1/2 9 1!P1lJQ.;-~~7i..Zi.U1~!l1=8~/ti~.E:9:<\,;J.w.l ...,.,'j From 9-1/2 10 I1!OJO~' 3;,10"":""'1..1 11 12 '2Z.1.3~ ~1&"".!':7~:::-."_',.:..:J;1'\:'I INSTALLATION PROCEDURES '.. . ", 'V _ ;t> <:7, ~ ," f . '" .4" ,..... 4' "-, '.. .... I . '-, . . . , "''V' V1'" t>. f . ':,,1 '!' . -" '-4 ,.' , " 4' 'V " "t>.'Q' .: ." f' . .:" '. 'V' " t> '<7 ':,i. f . .:. 4 " ',.. '-A 4: ; '-" . . . 'V 'V . t> ~. t> " " . . ""'V ' '<7 t>' f . .:... f ",.. '-4 ..' , -", 4' . -, I' , . . 9' Vc. ~~~ '---'---~.'- J!I", t> , , .. :. ~ 'V' _ t> '<7 ~ ," '( . ~,.I -" .. "":-,, " " , , : ".' '" " ", 'V .,.:-,r>.,. . ...... "">,, " :. t> , ,. :.I " , '," '.'.01 'V - , ' 'V t> ~ '1'7 t> ,;... '( . ,;,.. 'f . ,;. j f :-" ", ":.,, ",. ,,:., " Using the proper diameter bi( drill a I hole into the base matena! to a depth of at least 1/2" or one anchrY I diameter deeper than the embedment required, The tolerances of the drill I bit used should meet the requirements of ANSI Standard 8272,75, 810w the hole dean of dust and other material. ,..-.. - -.. Position the washer on the ancha' and thread on the nul. Drive the anchor through the fixture into the arx:hrY hole UI1lj! the nut and washer are finnly seated against the fixture, Be sure the anchor is dr""n t6 the requffii embedment depth, Tighten the arx:hcr by turning the nut 3 to 5 turns past finger tight or by applying the guide installation torque I from the finger tight position. J II -......r.I~GJU.VANIl.U1I"1n1ac.~luu Mechanically Galvanized Power-Stud anchors are manufactured from steel which have a mechanically galvan~ed coating (zinc) in aa:C>"dance with ASTM SpecifK:ation B 695. Class 65. Type I. CAT MIN THREAD SID STD. WTI Nil SIZE [Marc. LENGTH BOX erN 100 7720 1/2" x 2-3/4" 2.114" 1-3/S" 50 200 1S D:l123j~172~x[4.:.1/2~~~I/~::mwm178;.~5Q .-~200IlMl~jOl 7724 1/2" x 5.1/2" 2.1/4" 4-1/S" 50 150 34 tm6_.--..il/2K>:~7~2D~g~5~a'~'1"~5tl1.1.1mil00~39] 7730 5/S" x 3-112" 2.3/4" 2" 25 100 40 t1i34:Jl~'1~.;578:~~2I3l4~!llbU/2:~25~tj5'EW"",,">'flj4j 7741 3/4" x 4-3/4" 3-3/8" 2-7/8" 20 60 76 l'7n2."--~J]~5'.;]12~'7I3.318::::''''=3;5/8' ~20 . ''1,:_..::i1''il 60 --=-.,.17"8~ 7748 3/4" x 8-1/2" 3-3/8" 6-5/S" 10 40 120 ~QiiI\WBJlm:;J!8::':iJ>'"~ 3::J!8~Bf.4:~JO:!!1i'!!1!40,~12QJ 7752 7/8" x 8" 3.7/8" '-3/'" 10 '0 160 I119mI~11 ::''X9'~1;.lft'':':::;5,~3f8'' -=-~{'10 ......::30.z:!:!24..Q,J The published length is the OVff8/1 length of the aochor. AJIcm CXJe anctJor diameter frrthe nut and wasl..-1I1ki<r<ss ""'" se/octing a .ngth. mAI~~.SjijQ .....-'~.'-,-- """".,.....,-, .,;!:l.::!::!!IW!~ Stainless Steel Power-Stud anchors are manufactured from AISI Type 304/304 Cu and Type 316 steel whK:h is passivated. U;T,~ 3M STJUNiih'STFFl' POWER.SThI,l " "'''''''_'''',Kr''''''-l'Ii!ll'J.i.:I~':)jI CAT MIN THREAD STO STO. WII NO SIZE EMaw LENGTH BOX eTN 100 7300 1/4" x 1-3/4" 1.1/8" 3/4" 100 500 3 ~302~;:r2.;it4~1~1/8,'~~'Q/4','i.',~::.~1tRroo ""$~'i3,;.1/~ 7304 1/4" x 3-1/4.' 1-1/8" 2-1/4'. 100 500 '-3/4 (13.10 -'=3/8~TI~)Z4~~"~l;5/8:;~ 1"-1/4 "-' '-.rAJ50=- ",,2~:o~a:3/J! 7312 3/8" x 2-3/4'. 1.5/8.' '-5/S" 50 250 9-1/2 li313"D1i1!1'31~578':ilI!W,77~:.i.~~50"~E2501!iilil0,~j 7314 3/S" x 3-1/2" 1.5/S" 2-3/S" 50 250 12 tn15~ J'.3Za~3~74": ::"\:5/8~2-5/8M~~:'~;50 25~12231il 7316 3/8.. x 5" 1-5/S" 3-1/8.. 50 250 15-1/2 1lJ.20'i!~.1/si[2:'3i4~2~114~i;;ilil"~50~ ...,?no;_.::-=1~ 7322 1/2.. x 3.314" 2.114"" 2-3/8.' 50 200 23 ~23_:ltmz1~Z:.~a.k2::fL4".:.m-";;:_3;J/S~kS.i:50~":.200:&i~.3~ 732' 1/2.. x 5-1/2" 1.1/4" '-l/S" 50 150 3' lD1~'J:~i'inffl"""2'1/4"~S:518.' ""'5 100,.; .41 7330 5/8" x 3-1/2.. 2-3/4" 2.. 25 100 '0 1r~?~L~~12~4:L~~~~2~~"~~lP]-~~~-_~ 7333 5/S.' x 5.. 1-314"" 3.1/2.. 25 100 57 17331~"':"'~('~~~~~6~/4~~4:11t' ~u-~2~ -= "375fC o1J 7336 5/8" x 7" 2.3/4'. 5-1/2" 25 75 72 m~~~~1~?~i4""i1m'~7"~~:'~15~~ 7340 314"" x 4.114"" 3-3/8" 2.3/8.. 20 60 70 lW.J~3Z~x_4:3/4~3;1i8:~2;l/S'.~,]!!"20 ~.1!O",,~7.6] 7342 3/4" x 5-1/2" 3.3/8" 3-5/S.' 20 60 S5 U3{4liil'~'3/4:X:6JI4''''. 1}/S" - .':~/8" ~20 " 6O~~.9.51 73'6 314"" x 7" 3-3/8.. 5-1/8.. 20 60 105 - CAT MIN THREAD STO STD. WTJ NO SIZE EMBED LENGTH BOX CTN 100 EZ~!ls~jj4:;!x'S''_3~~lDI''6;518:1lIliI!IIlII:10~''oIl!lllJ.1201 7349 314"" x 10" 3-3/8" 8-1/S'. 10 30 135' 1ill:2'''''''''~7I8fmJHr3i7/S_n/~~~10-''ll_40~Jsoi 7361 1" x6.' '-1/2" 2.3/S" 10 30 170 1i:t~3:JIL~~llEXi9~'l-:.lJ2JH15:3}8:~10~M;ft30~~~ 7365 1"x12" '-1/2" S-3/8.. 5 15 300. The published length is the overall length of the anchor. Maw one ard!cr diameter for the nut I NldwaslliYthid:ness",.,seJectinga!e1gth. 1l:YPE:31~HU:SS_STEtlwntK~IUU -~-'_::!.\ -~ -,.. CAT MIN THREAD STO S10 WII ND SIZE EMBED LENGTH BOX CTN 100 7600 1/4" x 1-314"" 1.1/8" 3/4.. 100 500 3-1/4 EW2ml1l11ii1il/4::)i'2_1/4l\IlIIriI;':1/S:m;1::1J~0Il~,_~ 760' 1"" x3.1".. 1-1/S" 2.1/4" 100 500 5-1" EU)jd~ 3/S:x 2.:.1/4.....1.5/8::11!'i.n/C"..l,;';.lili1i:5u ;2'JIl!'2~~~8~j)4) 7612 3/8" x 2-314"" 1-5/8" 1.5/8" 50 250 10-1/2 1ill1lllllUE:37.a~1~5m~1-71S..!&'~50;~'1W!:"'ijJj 761' 318.' x 3-1/2.. 1.5/S" 2.3/8.. 50 250 12 iZ21"5:'>tlC.:"3I8'; ii"3'3/.4'~)/S"l'lI!:"2i5IS'~~0~250"'_ 1'@ 7616 3/S.' x 5.. 1-5/8.. 3.7/8'. 50 250 17.1/4' ~1/2~'r2;3/4!111l1TI"i.4c.:JlIJ')fB~""d~I~.201l :":1Bl 7622 1/2.' x 3-314"" 2.114" 2-3/8.. SO 200 24 [j~n~"lIiIle.l!~,",;:1/2';;11.l!l:.?;114.::Di.W?;.~59'''';': 200 -""'"-3~ 7624 1/2.' x5-1/2" 2.1/4" '-1/S" 50 150 3': ffi16~/2'::"".JII!i'F1/;c.DTS:57S.~25_ii:"_100~.;;.:z4~1 7630 5/8.. x 3-1/2'. 2.314" 2.. 25 100 '0 t?632:~5/~,f]/~?5.f~~100~54' 7633 5/S" x5.' 2.314"" 3-1/2.. 25 100 57, '~&34-""5/8.:ii"61iL2~3/.':.lJlr';.]/Z~2~ m75:kr ..'~J 7636 5/S" x 7"" 2.314"" 5-1/1.. 25 75 72 E'i6j~5Ta::'T.s-;)12!iii.ii:2~~7~:m'lIIII!!!'25'ilmlilq'_B}' 7640 3/4" x 4-1/4" 3-3/S" 2.3/8" 20 60 70 EZ.6~J~.3/4"rr3/4~~3~/8~2-.7/$-'f~o~~'1:W7R] 76'2 314" x 5-1/2.. 3-3/S'. 3.5/8.' 20 60 85, [76~4J;~C. ~44~6~1.M:;DP;3~3/8"~~~La"'~2~~?J 76'6 314"" x 7" 3.3/8" 5-1/8.. 20 60 105 m~~~S]Tti.~II,[:r.3/8~.5!~~ ' ~O ,J 0 The published /erY;Jth is the overall length of the anchor. Allow one anchct diameter for the nut andwas/Jef thid:ness """'seJecting a !e1gth. i!Q[illi.NGE-if'"PO"wm;sroi>~;1&1:.lr'~':l~\WiWL__.~ID."\l>,"B --ii:~'\" CAT ROD ANCHOR DRIU MIN THREAD STD STD WIJ NO. SIZE SIZE DlA. EMBED. DEPTH BOX CTN 100 7S06 3/8.. 1/2" x 2-3/8.. 1/2" 2.114"" 9/16.. 50 150 lS 1~72~':"5/S'.:.:"i"irr/2,:Z:;;:5/B~D~reC 25'111if~ 7S1O 5/8.. 118.. x 3-114"" 7/8.. 3-7/S.' 15116.. 10 50 120 1DIE'.W1RE'1'OWER;;snJD:r.Nffr......,.,.",..""""" ',N'_ II!.-"U CAT TIE-WIRE MIN 510 SID WTI NO SIZE HOLE SIZE EMBED BOX CTN 100 7409 1I4"x2" 9/32.. 1-1/8.' 100 500 3-3/4 @@ INSTAllATION SPECIFICATIONS .r............,SlEELlPOWER~mJu .'l,\I~:r'I'''~'' .1, II: " ANSI Dnll Bit Size 1/4" 3/8" 1/2" 5/8" IF!iiliif",Orea@jjQfJf<iJe]k_5/,1P~J7'tl~miIlIIlj906'''''''''''''11i:fj;::I Thread Size 1/4-20 318-16 1/2.13 5/8-11 ~Q"~lt.'1II'll:lil/li!~/:f?~2JL~'"/11,K<!:ll!l7m6J~35164ii1 Washer 0.0. 5/8" 1" 1-1/16" 1-3/4" ~C!i:&ize_~iL"""",.;'c' ":~~~7I16:J{mii..~911t)2'jf;,'&.t'!-1\1P314 .~!t!;;;. "f,i:f-l5@',:l .'l,'IM:I'I''''~'j <I, III ANSI Drill Bit Size 3/4" 7/S" 1" '-1/4" IfiXtur[Clearal1.@i6l~-31.16~' ~'~15{16"::-~1~' 3:l.~1;3/8':J Thread Size 3/4.10 7/8-9 '.8 '-114-7 ~fmt~miDJi'..R~"~J~g~{'JE'A~fi4~tii1J1]J Washer 0.0. 2" 2-1/4" 2-1/1" . 3" ~...@!fti.Size~:~1;ll8::~ ~1E5iJ6AnT="',1-172":' ----:1:"Jw:! ~[)",",_:uoJ!i."""",,,,,,-...._ 1""'....".__E>,~i'l_!":iI' .',,'I"lII''''''' Ii. m " ANStOrillBItSize 1/4" 3/8" 1/2" 5/8" 1ll!<1W~1a@!!QltIf_5/16:' ""l~(7/16:'=:l.,jf9!)6;;.-.e:=1171611 Thread~ze 1/4-20 3/8-16 1/2-13 5/8-11 ~-o~-';ft~7/32" ~t_,~21/64"::::: :.::-7l16" 32!2li1 Washer 0.0_ (304 SS) SIB" 13116" '-1116" 1-314" &'I!sltie[QQ:(~~~~1'J/t"_1'f/Zl.I Wrench Size 7116" 9/16" 3/4" 15/16" ..h'IM:IIi....~'1 ,~ II: ANSI Drill Bit Size 314" 7/8" 1" II~CI~@NliliQ[e-b' dt,.37J1):':z.a?~:i'IC'15/16~B.~v.I.1mg':J Thread Size 3/4-10 718-9 1.8 ~Jj~.mm;I;."~=41/~4""J,:;.~~;~~Ji[~l4.;...x</,1!b&11~ ~1I WasherO.D. (304 SS) 2" 2-1/4" 2-1/2" msfierO.DT{3.1fiIS~)~1~3l,f~~~~j'm~..."".....~?~ Wrench Size 1-1/8" 1-5/16" 1-112" 1ROi>:ri1(i'-G!il~!iliilImiJJ' - _"n_ '- ....""""=-,""",,"""'..."...""'iiiI ..411....". <II " Anchor Diameter 1/2" 5/8" 7/8" fE'fl.~~P.!!!!JllS1ie.....m;.~lft.: =- ~~_~[~"~~w.;r"HiMfil[l Internal Thread Size 3/8-16 1/2-13 5/8-11 [Tit";,WiRE~SlWI! ~iX!~ .'h\IMHllr...". ANSI Drill Bit Size Tie-Wire Hole Size Head Height 1/4" 9/32" 3/4" MATERIAL SPECIFICATIONS ~.sIUJ:'l'O'WWtK-:'I'a 'TI:_ ANCHOR COMPONENT COMPONENT MATERIAL Anchor Body AISl1018 (1/4"-3/4", lengths up to 7"), I AISI12l14 (7/B"-1-1/4" and all lengths over 7") ~;I;}!Car1ioh1t"'Jr&TIM:W~~~ Washer Carbon Steel I lIiAAiiiiOlJi.lCdg- Temper€<! AISI'1010 C!i:l;iiin:~j.., "';.~ Zinc Plating ASTM B 633, SC1, Type III (FeI1n 5) 1!!IIfH" ~CAnY:GAl1l'ANIlt.UPOWER~1UD-;" ..fll&Dll ANCHOR COMPONENT COMPONENT MATfR1Al 'TI:'" Anchor Body AISl101B (114"-3/4 ", lengths up to 7"), I AISI12l14 (7I8"-1-1/4" and all lengths over 7") Illiit"""""~""::. Caib6hSt~1:~~63:J1f.i!ji:~~JU Washer Carbon Steel ~Qlioij;~e~ryiim{),,4"\llaiiiieS\Si~ililll'~. Mechanically Galvanized Coating ASTM B 695, Class 65, Type I I I'f.(PEJotSTAlNlESSSIm'~STUD~ -.. ;~l.'r.\~_ I - , -~..,=.,...., ANCHOR COMPONENT COMPONENT MATERIAL Anchor Body Type 304Cu (1/4" - 3/4". lengths up to 7") Type 304 (7IB" - 1", lengths over to 7") ..T (300 serles --Stain St I. Type18-B (300 senes) Stainless Steel I "'TYii'.3:0:4~Stamli!~~!~,r~:,::mRl - N~t . Washer lli~Oii_Wooge._ ~'i:srM.f.!.m SIEEl,;J~J)wt&SIUD'" I ....- -""""'- =-"""""""'- ANCHOR COMPQNENr COMPONENT MATERIAL Anchor Body ut Washer lSFiM.rislQriW~9~ ~ Type 316L Stainless Steel y t~lnles, t' I Type 316L Stainless Steer I . Type.2l{"~luIm..Stee.~-=- ~,r~ '.~""" 'T/'''' i2~POWi:R"STUu- "m_ ""'" --"";Ji, ANCHOR COMPONENT COMPONENT MATERIAL Anchor Body AISI12L l' Carbon Steel .b iIiHahsion~g:e'.:il!ili_Ii!lZ;i:ilT~.Q11l.!!:t)!L4{$iIiji"6!:aQlO.D:2!~il~--. ;. line Plating ASTM B 633 SC1, Type III (Fe I In 5) I .... I~'" 1!IW~..n'n ..._"...,-,......_,-- """"':"""""""'!I'- ;1;1< ANCHOR COMPONENT COMPONENT MATERIAL Anchor Body ArSl1018 Carbon Steel mPl1iSi6n1ifd9~~AI~Wi1~o,~1!iQrLSte~("....."'il!..lIDJlIIIlI Zinc Plating ASTM B 633. SC1, Type III (Fe I Zn 5) 11 PERFORMANCE OATA The following load capac~ies are based on testing conducted according to ASTM Standard E 488. !I'IIJITlMA1tl!R1lI,U::1lP-"_"~1.'~ .. :_...,r"~'!:ffi,'t_l<M' """""'" ANCHOR EMBEO GUIDE ~OIJ{lPSICONCRETE 4 000 PSI CONCRrn: 6OQOPSlCONCRETE SIZE DEPTH TORQUE TENSION SHEAll TfNSIOP< SHEAR TENSION SHEA!! ON) (IN) (FTLBS) (LOS) (LBS) (LBSj (Las) (UlS) (lBSI , 1,240 1,580 1,810 1,620 1,940 1,620 _1l3~~l;58P-~~"~~~2f'~~~1J;~iI 2.170 1.580 2.490 1,620 2.535 1,620 , D-~J""'---'$8~j.HO:ljZ~~]f,iM~~~'2j550~;07.0'~~~~!fm_ [!:11lIlJM 3/8 '-5/8 28 - 35 2,120 3,560 3,040 3,760 3,345 3.760 1ll!l!.-r.~I!lI._a41ii..-~~,-_.;cJw.lAlil.~~,@ilt~~'3,!l56'11lil11l1l11113;2p~w "~~J 3/8 3 28 - 35 4,615 3,560 6,020 3,760 6,025 3,760 ~~':!/4l'!!fl~~2~&"_'i'~~~:S,JM'~/811Q_~'Q]~~^ti1\.i1,!;:CIi!!_Q'" -'!l:iJ 1/2 2-1/4 60.70 4.445 6,540 5.560 6.800 6,540 6,800 Dd~6J1l~!il~~R~~1lli!1~~_6;8C1Jil 1/2 4 60 - 70 7,250 6,540 9,115 6,800 10,160 6,800 ~.2Jl'~:6(J>),10~-'I'_;910ll'l'liilIlIllIB7,Q<5bl~9,lll~~0.~t3]'ik~~ 5/8 2.3/4 90 .100 6,270 9,280 8,725 11.900 9,860 11,900 1/4 1.118 6.8 B14_"_'__h"" 1M 2 6.8 I 5/8 90- 100 10,640 9,280 12,510 11,900 16.410 11,900 , ~"~"lillIF~~~&O"jjJO.W.rrIJ~~l2~i:1~\t~~~;a;!!i~~!~~X16T4'I__milll , 3/4 3-3/8 175 -190 8,740 13,475 10,640 15,060 12,540 15,060 I ~9:!gq1 .C~5'~ 12.465 13.475 17.080 15,060 20,180 15.060 , 1['62~~1I~",!!a~ llill.m:l 9,680 17,960 15.490 24,160 6 175 -190 (.'c190:(; 7/8 3-7/8 250.260 17,300 24,160, i6:Qt5.li.~;J6l1l 25,625 24,160, 718 5-3/4 250- 260 14,140 17,960 19,880 24,160 ~7.1!1llR;~gcj~"!r~'1l..lfl1:'i5Rl'i'''.7T~pn~~0A4~~~ 7/8 8 250 - 260 17,115 18,630 20,440 25,710 31.l80 25,710 ~1lt~!!l'{JL~~ ._~~J~:llIlm~~~\l!!!'!!'~:!m~!ffiI:~~i1ll_3j~ 1 5-1/2 300.325 12,770 26.420 20,280 31,100 27,795 31,100 Ei.'I\II1II'JI_"'~!4~1?.I!I!W!~15~,.,-.l@05~J!l!o'6319:D_25:4B5_1'1j;1~1 1 8 300.325 22,360 26,420 27,040 31,100 44,220 31,100 I ~~~.~;;4~70J!ii1kl*~4i7i!P_!!fill 1-114 5-1/2 450 - 460 21,460 40,820 26,980 40,820 36,925 40,820' l1Jl]_ilfiJ~.~6C'~ :1:l!Pdl.~5;)~~~~~8zq'l:~"'3~.iq!~1:~.:lllmmj~ 1 ~~~: The values liltoo abo: are "'Imate load ~:;flj::~n pounds fIX the r:aIbon ~~6:nd stalnle;:; st:~::'-SWd ""ich shou:2~::<<ed by a :I~;:~: safety factor of 4 6t::~ermlne the 40.8201 allowable working load. " @7} @@ ! 1IIIIUIIltI_'_'''GAI'FlG/II~~~Ef]l1EDiHOl'IOW'RI.flf ~- GUIDE GROUT FILLED BLOCK ANCHOR EMBED TOROUE TENSION SHEAR SIZE OEPTH (FT-Ws,) (lB5.) (lBS) 1/4" 1-118" 4 1,230 1,230 .1tlz_."..~_Il{,.Il{~!ll1"ti1l:1:6J~ 3/8" 1-5/8" 20 1,990 3,240 D"'---:IllII'>,\.~~,WJ1'1~ 1/2" 2-1/4" 30 2,260 6,230 _'fIIIiIi':4~!'lJ,\l1i82lQ?O~llilIIIIiIIiIII 5/8" 2-3/4" 65 3,170 7,830 1l5lilIIIr~__~~O~llJl_ 3/4" 3-3/8" 90 4,085 9,760 ~__II5D\lll1l11Bl'1O_Jli1'~*4'42~ NOTE: Depending upon anchor application and gcJV€!"ning building code, ultimatE load capacities should be reduced by a minimum safety factor of 4 or g-eater to del:ermine the allowable waking load. The design professional familiar with the actual proc/l.d installation should be consultf!fJ Please refer to the general section entitled Evaluation of Test Data that appears earner in this manual for axrent indusrry stBndards. The consistency of grout filled hollow block varies greatly. The load capacities listed 800we should be used as guidelines mo/. Job site tests should be conducted to Vf1ify base material consistency, (YOper instEJJation, torque valUf5,. and actual ancharperfamance. IE1J01MATE'lOAll'CAJlAcifit:sJ\l!i"_lwtl~\.tCU' ,,"m=.\,,~"''''-'''''''''' , ~, _~. =~ 2 000 PSI GUIDE LIGHTWEIGHT CONCRflE ANCHOR EMBED. mRQUE TENSION SHEAR SIZE OEPTH (FT-lES) (LB5.) (LBs') 114" 1-1/8" 4 1,120 1.450 I!I'L4__J!1~lll>7;_,~t4:, ~1im-'~ 3/8" 1-5/8" 20 2,310 3.470 ~/R:t~fJi~j n~()iJ i~2~5~1~~,m1(J11 1/2" 2-114" 30 3,070 5,960 11_ .~1lII!IiiJj}li'4~___'30- ""-II'l16q~~l"m! 5/8" 2-3/4" 65 4,240 9.760 ~i~_S~t~~iJ'U800m 3/4" 3-3/8" 90 6,330 11.440 ~\.It~~6,b~!lW~ NOTE: The ultimate load capacities should be reduced by a minimum safety factor of 4 cr grf2te' to determine the allowable werking load. DESIGN CRITERIA S D = Anchor Size S = Spacing E = Edge Distance BMT = Base Material Thickness ~~,R>c".._.<;,."" '''~!!mi\'ll._~ >llll_""'" The minimum recommended thickness of base material. BMT. when using the Power-Stud is 125% of the embedment to be used. For example, when installing an anchor to a depth of 4", the base material thickness should be 5". ~NG._'!IIl:tl't'IINCJlIJlr.oi._ To obtain the maximum load in tension or shear, a spacing, S, of 10 anchor I diameters (100) or greater should be used. The minimum recommended anchor spacing, S, is 5 anchor diameters (50) at which point the load should be I reduced by 50%. Anchor spacing closer or less than 5 diameters (50) needsto , be field tested, Actual base material cond~lons will determine any applicable reduction factor. The following table lists the load reduction factor. Rs. for ea~h anchor diameter. 0, based on the center to center anchor spacing. I ANCflOR ANCHORSPAC1NG.SflNCHESJ SIZE TENSION AND SHEAR o 100 90 80 70 60 50 114 2-112 2-1/4 2 1-3/4 1-112 1-1/4 [r~3'3/41t~m,3'~/B~:_~218~J!_~e;z1111 1/2 5 4-112 4 3-1/2 3 2-112 W?~_~lCl>114,_g,218ll1'1'_,~~~.;l(4~/Ji1i 3/4 7-1/2 6-3/4 6 5-1/4 4-112 3-3/4 ~1!c~1~1i 4f~i.t 1 10 9 8 7 6 I 5 ~/4;i/liJl_jl\l\12;ii!l.lllaJ!m!_~J!IIIl'llIil4l Rs 1.00 0.90 0.80 0.70 0.60 0.50 I ~'\miJ:.l!IiI_""W' ..."'. ,.. For tension loads, an edge distance, E. of 12 diameters (120) or greater should be used to obtain the maximum tensiOllload. The minimum recommended I edge distanca E. is 5 diameters (50) at which point the tension load should be reduced by 20%_ Edge distances closer or less than 5 diameters (50) need t6 be field tested. Actual base material conditions will determine any applicable' , reduction factor. The following table lists the load reduction factor, Re, for each anchor diameter. 0, based on the anchor center to edge distance. I ANCHOR EOGEOISTANCE EIINCHESl SIZE TENSION ONLY o 120 110 100 90 80 70 60 50 1/4 3 2-3/4 2-112 2-1/4 2 1-3/4 1-112 1-1/4 IJi~JlIill,JJI!-$I:!i_~?JI1!'ft;;)!{DJ~ 1/2 6 5-112 5 4-112 4 3-1/2 3 2-1/2 ~11i-1Il;6;7~1l_5;S185'i'iii'mre~ 3/4 9 8-1/4 7-1/2 6-3/4 6 5-1/4 4-1/2 3-3/4 !t71aiV0U{:ll0~1I2i~;j;!915JR~:J'f4tBiJl-J@;:a:WiL'!E57,E~Y(fl~5ijl4B:4i~~ 1 12 11 10 9 8 7 6 [5 ~_jm:1'i!1lt11/1iilltt":j/J)~11'_7JJl?~d.I Re 1.00 0.97 0.94 0_91 0.89 0_86 0,83 0_80 I _1V'..J!lI1l........'"'!Ilm<HIfa~ .""'.....'"""""'."" .NN'l"" .~.._;i~ For shear loads, an edge distance, E, of 12 anchor diameters (120) or greater should be 'used to obtain the maximum load. The minimum recommended I edge distance E, is 5 anchor diameters (50) at which point the shear load should be reduced by 50%. Edge distances closer or less than 5 diameters (50) need to be field tested_ Actual base material conditions will detennine any I I applicable redLX:tion factor. The following table lists the load reduction factor, Re, for each anchor diameter, 0, based on the anchor center to edge distance. , ANCHOR EDGE DISTANCE E aNCHESI SIZE SHEAR ONLY o 120 110 100 90 80 70 60 50 1/4 3 2-3/4 2-112 2-114 2 1-3/4 1-1/2 1-1/4 m~~;;If.tfEBEll~'ig_343~tI8JI.3i3L8~lHl!rZi&l'BBHi?~~ 1/2 6 5-112 5 4-112 4 3.112 3 2.1/2 ~~ill~E'1~1!1!t5!~(l1lIl~_4~~~~3fJm 3/4 9 8-1/4 7.1/2 6-3/4 6 5-1/4 4-112 3-3/4