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05-1121-000�i `4 oj'(o 2 yVJ i 7 1 J� - �/Jj& f DATE SHEET NO. OF �,✓ I / �� C Y ` ,� ATE JOB NO. c ECT f`�I P4Af, 0 (� �r Iwi�io �a�1� 0 �� Go�t,tMrl Al IVD ftr Y ( Gf/ G I "' I �Vnogll. 1'Y/` ry► - 1�geat4n Oep� L. �- - - - - - -- - - - - - - - - r *w w,61 r(* -'o qmvs*�l I N ?40�a s� y' e ID 10 14 lDl -T61 ah" To �6mevsb • 4 G1 to f?w�, ^f (W AIV6 +N15�,fd4{Ao l° ref 61,4 L ,opv = t ?D r�f n F rP40 Iff 4 "f 14W rre�- "fj,c Two &I ox 161-,* Nom "((WA T" ton Im 1% c4*(r,4 15 eol- . wool 16 'T0 % 4movw-I *"All* (4 r1G l � W- �t ,KWa Ty 'i mjo. 44,.& tZl�f1'i - MI AA AiT BY DATE SHEET NO. OF d���.-- F —��'YI r JO�� CT � OJ M a X 1 -- gg- 6 p *f to -6 r5> 14-41' - .4-(.08 �-, VW9(= f C ) 04-41 f-i-- Fp , f -2,-, e Z , Is *xI1 x 4.81 4b I /I f-Mp b � �t�((n� '��, �'x Q-�� Co;i • � ��(� �� +Tom �� WIT '•. T ri "I In � ��- 9�w,nsj -mew 0-kz = 01 -ox ix a 4-,, 4, W,7 101 I- -I 45 P9 w114 At 2 x dY°i�2 ��o-o 4, (►x 2l���B-o .� ,�'��'�C�1-� +,� 89'� - �' N 1 ter.• .. ►' Carbon Steel Hex Head Rawl -Soli Carbon steel Rawl-Bolt Anchors are manufactured ruing a Grade 5 bolt They are plated with a commerdal bright zinc frdsh and have a supplementary chromate trealrnent In a000rdance with ASTM Simmilicagon B 633. 1 A4 1 l s c i 0 I ne pl®snea leW Is memo m com oelow the wesf�r to t11e elq or U!e analor. Carbon Steel Flat Head Rawl -Bock° The fled head Rawl -Bolt has a hex key insert formed to the head of the bolt. Each box contains an alien wrench which medafres the Insert size. Cat. 318" Drill Min... Std. Std. Wt./' Size No. Size Dia. Di-pUh !! 601 fl 3/8- am 114' x 1' 14" 7/8' 100 60 2 2 6902 1/4"x 1-3/4- 114' 1 -114 100 600 3 50 6906 1/4 °x 3" 1/4' 1 -1/4° 100 600 5 150 6 910 318' x 2.1/4' 318' 2" 50 300 8 57 6913 318'x3" 3/8" 2 50 300 11 9930 6 914 318° x 3-1/2' 3/8- 2' 50 300 12 1 12' x "4' 6916 318' x 4- 318° 2' 50 300 14 518° 030 12' x 2.314 12- 2-1/2' 50 200 16 m4 6902 12' x 3-3/4 12" 2 -1/2" 25 150 21 15 6934 12" x 4-314' 1/2" 2 -1/2' 25 150 26 40 6936 12- x 5,314 12- 2 -12' 25 150 32 6940 518" x 3' 518' 2-TV 20 12D 28 6942 518" x 4- 518' 2-/4" 2D 120 40 6944 518"x5' 518" 2-W 15 90 47 6945 518"x6" 518' 2.3/4" 15 90 57 6947 518" x 8-12' 5/8- 2 -314- 15 1 60 77 6950 3/4' x 3-1/4- 31C 3' 15 90 x 4-1/4- 3/4' 3' 10 6D 3° 10 60 A47 314 x 7 -v4° 314° 3' 10 40 607 3/4 x 8-1/4' 3/4' 3" 10 40 I ne pl®snea leW Is memo m com oelow the wesf�r to t11e elq or U!e analor. Carbon Steel Flat Head Rawl -Bock° The fled head Rawl -Bolt has a hex key insert formed to the head of the bolt. Each box contains an alien wrench which medafres the Insert size. Stainless Steel Hex Head Rawl -Bolt' Slainless steel Rawl -Bolt Anchors are mantrec .rred from 300 series slainless sleet (. 1/4° 318" 12- 518' 314 WU No. Size Dia. Depth :. Ctn. !! 601 318° x 3.3/4" 3/8- 2" 50 300 14 602 318'x5' 3!8° 2 50 300 17 6983 318'x6' 3/8' 2' 50 300 20 6984 12' x 5" 12- 2 -12" 25 150 26 6987 518" x 5-10 518° 2-3W 15 90 57 Stainless Steel Hex Head Rawl -Bolt' Slainless steel Rawl -Bolt Anchors are mantrec .rred from 300 series slainless sleet (. The publidul kmo is measured 11=1 Alu m the Wasl o to the end o1 the anchor. 6.5 Installation Specifications Carbon Steel Hex Head Rawi -Bolt ANSI DO SON 1/4° 318" 12- 518' 314 WU No. Size Dia. -Depth' 'Box Ctn. 100 5800 1/4 x 1' 1/4' 7417 100 600 2 5902 114" x 114" 114" 1 -1/4" 100 600 3 9906 1/4'x3" 1/4- 1 -1/4- 100 am 5 9910 318- x 2-1/4" 3/8" 2- 50 300 10 9914 318' x 3-10 318" 2' 50 300 12 018 318" x C 318' 2- 50 300 14 9930 1? x 2-3/4- 12' 2 -12- 50 200 16 9804 1 12' x "4' 1? 21? 25 150 26 5944 518- x S 518° 2,314 15 90 47 5996 518-x7' 518' m4 15 60 67 9954 3/4 x 5-1/4' 3/4' 3' 15 60 70 5957 3/4- x 8.1/4" 314" 1 3" 10 40 110 The publidul kmo is measured 11=1 Alu m the Wasl o to the end o1 the anchor. 6.5 Installation Specifications Carbon Steel Hex Head Rawi -Bolt ANSI DO SON 1/4° 318" 12- 518' 314 FbmrreCtewwwoHole 5116° 7 /16- 9/16° 11/16" 13/16° kderrrsl Bob Sim 10.24 5n6-18 318-16 12 -13 51&11 Hmd Heigh 7/64° 131W 15164' 5116' 25 1' WasheroA 10 13116° 1- 1 -1/4' 1-12 - Wrmch Sine 5116" 1 12' 1 9/16-1 314' 11 5116" Carbon Steel Flat Head Rawl -Bolt® Anchor Size ANN Drift Sit Sks 318" 318" 12' S/8" Fb mClOranceHole 7 /16' 9/16- 11/16" btmnw Bolt Sim 5116.18 36-16 12-13 Head Wfdlh 3/4" 7/8- 1-1/8 - Head 15164" 19" 21/64 A9en Wrench Slav 722" 5116" 318" Stainless Steel Hex Head Rawl -Bolt ANSI DrM 816 Stm 1/4 3l8' 12" 518° 314° FbftaeCf Hole 5116" 7 /16' 9/16- 11 /16- 13116" Ildemal t Stae 10-24 5116.18 318-16 12 -13 518-11 Head Height 7/64• 1344 15164• 5116° 25164° WadwO.D. 12' 13/16° 1' 1 -1/4" 1 -12' Wrench S hm 5/16" 10 1 9116' 3/4 15116° 6.6 (Material Specifications Component_Material Anchor Carbon Component Steel Hex Head Carbon Steel Flat Head' Stainless Hex_ Steel Head �I .._� , .,, .•1 ..1.. ! �:u NO i� 'emummmed+a9h a n* mm ylma stow 0155 PSL M"I � i 6.7 Performance Data The following bad capacities are based on testing con - ducted acoording to ASTM Standard E 488. Load Capacities for Carbon Steel Rawl -Bolt® 660 psi 4,000 psi 111 Tinsi-66 Sheir Depth Anchor Embed: Torque 76-6sion' Size 1/4° 7/8' 7 1,275 Sfida� 1,480 Tension 1,445 Shear.-, 1.690 1,650 1,6 90 1/4- 1 -114' 7 2,110 1,480 2.380 1,690 2.450 1.690 1/4' r 7 2,230 1,540 2,30 1,690 2,450 1.690 3/8- r 35 4.015 6,525 4,840 7,875 5,310 7,875 3/8' 2 -1/2' 35 5,2W 7,270 5,590 8,155 6,270 8,265 3/8' 3-12' 35 5,585 8,770 6,150 8,525 7,%0 9,055 12' 2 -12' 60 5.995 9.455 7,415 9,675 7,485 11,400 1/r 3' 60 7.325 10,150 9,780 10,690 10445 12,005 1/r 5' 60 8,060 12,9;1010,855 1 35 8,060 14,740 11.460 14,4351 518' 2-W 100 8,070 15,005 8,440 15,005 9,253 15,005 518' 3- 100 8,615 19,825 9,905 19,995 11,135 21,290 5/8' 4' 100 10,450 20,065 12,685 2Q290 15,660 21,540 5!8° 6' 100 11,255 20545 15,070 20.895 I 18,045 22,055 15,000 3° 1 10 46040 90 10,460 20,140 10,475 110.140111.175 20.140 4° 120 11,545 22,935 12,345 26,525 14,005 29,795 M 5' 120 12,610 25,175 15,700 28,705 18,050 30.905 T 120 14,170 29,725 18,210 33,125 24,070 33,155 Load Capacities for Stainless Steel Ravui -Bolin NOTE, The values bated above are d"rnata bad u which sftaufd be reduced by mtrdrnten sdW factor d 4 or gealm to de larmbm fie ettbvrable work - b9 bed Ruw to One sKtbn an Product selection Guidelines for I & Load Capacities for Lightweight Concrete 111 Guide concrela 4 1,275 . 1,480 111 Concrete 1,445 . 1,690 .111 Concrete 1,650 1.690 1/4' 7/8' 1/4' 1 -1/4' 4 1,760 1,480 1,760 1,690 1,760 1,690 1/4' r 4 1,760 1,540 1,760 1,690 1,760 1,690 3!8' r 20 4,015 6,525 4,840 7,875 5,310 7,875 3/8- 2 -1/r 20 5,200 7,270 5,590 8,155 6,270 8265 3/8° 3-12' 20 5,585 8,770 6,150 8,525 6,900 9,055 1/2' 2 -1/2- 35 5,935 9,455 7,415 9,675 7,485 9,675 1/2' 3' 35 7,325 10,1501 9.480 10,690 9,480 10,690 12" 5' 1 35 8,060 12,9301 9,480 114,740 9,480 1 14,740 548' 2- 314' 60 8,070 15,005 8,440 ,005 9255 15,005 518' 3' 60 8,615 19,825 9,905 ,995 11,135 21,290 518' 4' 1 60 10,450 20,065 11,400 ,290 6.895 13,200 21,540 518' 6' 60 11,255 20,545 13.470 15,000 22,055 3/4° 3' 90 10,460 20,140 10,475 110.140111.175 20.140 3/4- 1 4' 1 90 12,610 25,175 14,680 ,70.5 16,300 28,705 3/4° 7° 90 14,170 29,040 16,540 ,040 20,120 29,0401 NOTE, The values bated above are d"rnata bad u which sftaufd be reduced by mtrdrnten sdW factor d 4 or gealm to de larmbm fie ettbvrable work - b9 bed Ruw to One sKtbn an Product selection Guidelines for I & Load Capacities for Lightweight Concrete sI I II a eta! PjwA ecit anchors which should be reduced by a ndrdmm safety factor of bus ar greater b detamdrhe Ore edovhehle workbg bad. Refer to the sediorh on Product setectiOn cares for det ft 40 Load Capacities for C-90 Block and Brick Guide Ilk . Lightweight Concrete Anchor Size Embed. Depth Torque (tt.-lbs.) (lbs.) (lbs.) 1W 1 -1/4- 4 1,190 1,460 1/4' 2' 4 11510 1,540 318' r 20 Z92D 3,830 318' 3-12' 20 42DO 4,980 12' 2 -12' 35 3280 7,120 10 5' 35 5,540 8,730 518' 2.3/4' 60 4,830 11,300 518' e' 60 6,730 14,340 314' 3 85 7,320 13.790 3/4' 71 85 9,860 19,740 NOTE: The values fisted above are Wlh Wa bad t for both the nrbon and sI I II a eta! PjwA ecit anchors which should be reduced by a ndrdmm safety factor of bus ar greater b detamdrhe Ore edovhehle workbg bad. Refer to the sediorh on Product setectiOn cares for det ft 40 Load Capacities for C-90 Block and Brick NOTE The values Ested above we ultimate bad cepeafiies for both the - t steel and statrtithsa steel RawFBoR anrdhors These should be rs l by ndrnrwm sa* fates d 4 ar gtae>Br to delaimb Ste d bwalola worlth bed Ref}a 10 the section on Product Sdad m GWdagrtes for detels. Shoe the F m I Way of hdow bbdu and acct varies gm*. the bad Osted shm l a used as gddaBnes ordy. Job site tests should be cmtduced to dedermbte the acme al bad and proper , - I N Wa a values. The 12' sbte WM aorsk W* fag hollow bock The 518' or 3/4- stm con be used but the utmete mpad anwgl be no t0terthan those for the 12'GWL Load Capacities for Grout Filled C-90 Hollow Blocs 1/4- 1 -118' 4 1,520 1 1,480 114' 2 -10 4 2200 1,480 3/8- r 20 Z46D 3113D 318' I 3-12' 20 2.650 3MO 112- 1 4' 35 3XD 7,060 548° 2-/4° 60 3,200 11,250 5/d' 6' 60 3,720 11,250 914' 3' 85 4,180 12,340 314' 5' 85 5,310 12,340 NOTE. The values 0&ed above are a nets bad for both the earbor and etalydess steel Paw a9 andwm which should be reduced by a mbihrom safety factor d btu or Beater b detam* a Ste a&mabb wmkbtg bad Rdar d the section an Product Seladian G*k btes for III The cordaertcy of 9» fined block verlee gealfy. The bad eapadties listed ehahM be used as g ld*m ordy. Job ske, Wale should to va amp anda peomo e am e sbiae bdwel 6.8 Design Criteria Base Material Thickness The minimum recommended thidvless of base material, BMT, when using the Rawl -Boh is 125% of the ember} ment to be used. For example, when installing an anchoi W a depth of 4", the base m0eflal th dTass should be 5". This does not apply to the thickness of the face shell in s hollow bbdc wall. Anchor Size Embed. Depth Guide Torque .(tt: Jbs.) Solid Red Tension (Ibs.) Brick _ Shear`j (lbs.) J NOTE The values Ested above we ultimate bad cepeafiies for both the - t steel and statrtithsa steel RawFBoR anrdhors These should be rs l by ndrnrwm sa* fates d 4 ar gtae>Br to delaimb Ste d bwalola worlth bed Ref}a 10 the section on Product Sdad m GWdagrtes for detels. Shoe the F m I Way of hdow bbdu and acct varies gm*. the bad Osted shm l a used as gddaBnes ordy. Job site tests should be cmtduced to dedermbte the acme al bad and proper , - I N Wa a values. The 12' sbte WM aorsk W* fag hollow bock The 518' or 3/4- stm con be used but the utmete mpad anwgl be no t0terthan those for the 12'GWL Load Capacities for Grout Filled C-90 Hollow Blocs 1/4- 1 -118' 4 1,520 1 1,480 114' 2 -10 4 2200 1,480 3/8- r 20 Z46D 3113D 318' I 3-12' 20 2.650 3MO 112- 1 4' 35 3XD 7,060 548° 2-/4° 60 3,200 11,250 5/d' 6' 60 3,720 11,250 914' 3' 85 4,180 12,340 314' 5' 85 5,310 12,340 NOTE. The values 0&ed above are a nets bad for both the earbor and etalydess steel Paw a9 andwm which should be reduced by a mbihrom safety factor d btu or Beater b detam* a Ste a&mabb wmkbtg bad Rdar d the section an Product Seladian G*k btes for III The cordaertcy of 9» fined block verlee gealfy. The bad eapadties listed ehahM be used as g ld*m ordy. Job ske, Wale should to va amp anda peomo e am e sbiae bdwel 6.8 Design Criteria Base Material Thickness The minimum recommended thidvless of base material, BMT, when using the Rawl -Boh is 125% of the ember} ment to be used. For example, when installing an anchoi W a depth of 4", the base m0eflal th dTass should be 5". This does not apply to the thickness of the face shell in s hollow bbdc wall. To obtain the maximum load in tension or a log. S, of 10 anchor diameters (10d) should minimum recommended anchor spacing, 1. diameters (5d) at which point the load shoo by 50°k. The following table lists the load re Rs, for each anchor diameter, d, based on center anchor spacing. Anchor Size - d ' 10d Anchor Tension 9d Spacing, And 8d S (Inches) Shear 7d 6d '• . 5d .. 1 -1/4 3B 41R 41/8 3-3M 3-318 3 2-5/8 6-7/8 1 -718 1R 6 5-12 5 412 4 3-12 51/4 2-12 518 7 -12 6- 718 6.1/4 5518 5 418 L2-1/4 3-1/8 314 9 8-1/4 7 -12 6.3/4 6 An edge distance, E, of 12 anchor diameters (12d) should be used to obtain the maximum tension load. The mini- mum recommended edge distance, E, Is 5 anchor diame- ters (5d) at which point the tension load should be reduced by 20%, The following table lists the lid reduo- tion factor, Re, for each anchor diameter, d, based on the anchor center to edge distance. • Size d 1/4 12d 3 11d 2 -34 .. e. 2 -1R r. . •. 2 -1/4 E (inches) . :. 2 1 1-J4 .. 1 -1/4 3B 41R 41/8 3-3M 3-318 3 2-5/8 6-7/8 1 -718 1R 6 5-12 5 412 4 3-12 51/4 2-12 518 7 -12 6- 718 6.1/4 5518 5 418 L2-1/4 3-1/8 314 9 8-1/4 7 -12 6.3/4 6 51/4 3-3/4 Re 1.00 0.97 0.94 0.91 0.89 0.86 0.80 For shear loam, an edge distarme, E, of 12 anchor diam- eters (12d) should be used to obtain the maximum load. The minimum recommended edge distance, E, is 5 anchor diameters (5d) at which point the shear load should be reduced by 50%. The following table lists the load reduction factor, Re, for each anchor diameter, d, based on the anchor center to edge distance. 318 412 4-118 3.314 3-3/8 3 25/8 2 -1/4 1 -7/8 12 6 5-12 5 4-12 4 3-11213 2-12 5/8 7 -12 6-7/8 6-1/4 5.518 5 4318 3-3/4 3 -118 3/4 9 8-1/4 7 -12 6-3/4 6 51/4 4-12 3-T4 Re 1.00 0.93 0.86 0.79 0.71 0.64 I 0.57 050 ,'<'7 \`�" j . Imo" U -(C// The following approvals and listings are for reference pur- poses. They should be reviewed by the design profes- sional responsible for the product installation to verify approved base movtds, sizes, and compliance with local codes. •,re,4 * F f A ICW Researc h Report No. 4514' Federal Specification Meets the proof lad requirements of FFS -3=, Group II, Type 3, Class 3 10 Suggested Specification Carton steel expansion anchors shall be a pre- assem- bled heavy duty sleeve style undercut anchor with a Grade 5 hex head internal bolt The anchors shall have a nylon compression ring and an expansion cone with an oversized annular ring which expands to undercut the base material. Carbon steel components shall be plated according to ASTM specification B 633, SCI, Type III. Anchors shall be as dimensioned and supplied by the Company- Carbon steel expansion anchors shall be a pre- assem- bled heavy duty sleeve style undercut anchor with a Grade 5 flat head Internal bolt The anchors shall have a nylon compression ring and an expansion cone with an oversized annular ring which expands to undercut the base material. Carbon steel components shall be plated according to ASTM specification B 633, SC1, Type III. Anchors shall be as dimensioned and supplied by the RawVug Cody. Stainless steel expansion anchors shall be a pre- assem- bled heavy duty sleeve style undercut anchor with an Internal hex head meeting the requirements of ASTM Specification F 593. The anchors shall have a nylon com- pression ring and an expansion cone with an oversized annular ring which expands to undercut the base material. The steel components shall be manufactured from Type 303 or 304 stainless steel. Anchors shall be as dimen- sioned and supplied by the Rawlplug Company I , -- - -- -- - - - - -- - -- - - - - -- - -- -- - - Coro M7�DDDDWANN41i�®IVAfOfmomDlRL I AD AWKINK OWRN ®mN�IC I aAVaisN>,.LON1ADUIN�.LD�mDm� oNe W a OVA ®ACiQN1WgO1 MNLO{J®NNLfAI ADAMAUSMOIIL w% CL& 4MILLNDiTNNNSD0NAN7mADi{m I 3� IN000Owwmmo 1'RT" - -_ ---- `Y -- __ — --- '-- — --- — — — — — — — — — — My Xuwftowlr N�INln00A�OQ�gN7�0O I FANTMO Mum AMA UWIDNNLDINaML.IMN ® I _ AMDtl DIN N Et IIr N'dl EEma ®IN N IDDOCIDI IMOM MANULMIRMYDAIGUMIlI le"M WLDlL9 ®AC61YNNINII.OLOM N!MR 6 FIFE C '-1- AMR © low ' - O awamm N FOUNDATION PLAN ww.r� o s Nmmm LLamm VACMDII .na® o,aw '116*1\ L � AHII.IIM A.CMUCM N.IDwIo D>t� Iwo . ru.°p°Rrwn U `040 CO co A U V ,m .m S -2 oA VjoL ' I ENTRY -SLAB r EL GI 4' CoNC, jI I I sm WtE BELOW 'MW-(MM PECLIM-ENT ®I I I I r 4 ' -FMISH-fLOOR 4' CHC. SLAB eeLau FOR rg 4' coN�,zs FORCED!( 1 6-9 ii O FO L PEE RII C 11 ' I I TERRACE4LAB FINIS OOR L� EL +1 $ 6 rS - -- - -__._. s + cl2 - Cl2 :r � I I - 1 i I 4' coNc. s!_AS F64,0 0V I I BEE WTE OEM I FINISH -FLOOR I Li CI EL +10'-0" cl I v 1 �Y `�1� n'iv��fj•- ri ri - - - --� c I TL mommum mill W -1' E ■ ` p ■Ei ■ ■■Oid■ ;c ! low ■ t■ M■■■ll■MINI■ M� �. mmu J� i m i I �r