The URL can be used to link to this page

Specifications tDEL1 • 14795 S.W. 72:5A:37/4/4A- 2ND AVENUE /1 T - - -? PORTLAND, OR 97224 FIRE INC. 503- 620- 40CCB# 641 ' IVED MAR 10 2004 CITY OF TIGARD BUILDING DIVISION Washington Square South Parking Garage Dry Standpipe System DATA SUBMITTAL FOR FIRE PROTECTION SYSTEM DELTA FIRE, INC. March 10, 2004 Steve McCourtney 04 -2161 FIRE PROTECTION CONTRACTORS 1 Wash. Square S. Parking March 10, 2004 Page 2 of 2 TABLE OF CONTENTS Pipe & Fittings Black Schedule 10 Black Schedule 10 Galv. Victaulic Firelock Coupling Fig #005 Victaulic Couplings Fig. #75 Hangers Tolco Pipe Ring Hangers Fig. #2 Tolco EQ Clamp Fig. #4A Hilti Kwick Bolt Stud Anchor II Sprinkler Valves Potter Roemer #4065 2 Hose Valve Miscellaneous Potter Roemer #5710 412'/2" 12' /z" Fire Dept. Connection Pipe and Fittings IPS CARBON STEEL FIRE PROTECTION PRODUCTS 10.02:. ictaulicl' An 9 9001 certified company Style 005 FireLock' - PRODUCT DESCRIPTION Rigid Couplings FireLock Style 005 rigid cou- The FireLock system pro- by removing one nut/bolt and piing has a unique, patented vides rigidity for valve con- scissoring the housing over angle -pad design which nections, fire mains, long gasket This reduces compo- allows the housings to offset straight runs Support and nents to handle during while clamping the grooves. hanging requirements assembly; speeds and eases • . -. By permitting the housings correspond to NFPA 13 installation on pipe grooved to slide on the angled bolt Sprinkler Systems Angle- to Victaulic specifications pads, rigidity is obtained. pad design permits assembly Patented ® ® ® 1_I 1 ,L 1 %, I� I i J Dimensions DIMENSIONS Pipe – Inches/ -m I Max. Work. Max. End Mow. Pipe CO Bolt/Nut Inches/ - -a:e•; Press. Load End Sep. Approx. 175 pc.. • � kPa) p• t No. -Size I Wgt. Ea. Rated at 1 r 5 _ , 1200 kt a) for Nom. Size Actual Size PSI•t<P Lbs.?: InJ -- Inches or mm X j Y I Z LbsJ<c wet and dry scri. systems, 11/4 1 660 175 378 005 Schedule 10 roll c:coved or - • 2 - 3 /e x 2 269 428 1.8.6 1 2 Schedule 40 cut or roll grooved 1'h I 1 900 175 495 0 05 I2- 2 94 4 75 1 86 1 2 x2 steel pipe Style 005 is ngid and 2 I 2 375 175 775 does nct permit e� pansion. 0 07 2 - 3e x 21/2 . 1 36 1 6 g'.:iar 2 2.875 175 1_135 007 391 506 1-86 t 9 contract :on or an deflection - - 2 �a x 21/2 3 a 1 4 50 3 O D 3.000 175 1235 0 07 4 10 5.25 1 30 1 9 3 3 500 175 1 685 0 07 4 54 1 5 68 1 8 2 1 . 6 ¥ . :: 2 pie X 2' /x f 4 4 500 175 2 780 0 16 �� ti = 2 - Ye X 2' /x 5 71 16 90 2 07 3 t _ 4'/ 0D. 4250 175 2482 0 1 6 550 690 207 31 � 5 5.503 175 4 250 0 1 6 6 85 8 66 2 07 4 5 53/4 0 D. 5.250 175 3795 0 16 , - 6.60 8 66 2.07 4 5 5500 175 4155 5'h0D 01 _ x - 6.81 8 ,0 53 48 6 6 625 175 6.030 0 16 2 'h x 23'. 7 91 9.72 2 07 5 0 2 01 2 .: 7 =, 2 3 zz 61/4 O.D. 6.250 175 5365 0 : 16 2 . , 2 x io e 7.60 9/2 2.07 5 5 61/2 0.D 6.500 175 5804 0.16 7.76 == _:o ?a25 2 -'h X 23/. ,a 9 72 2 07 5.5 8 8.625 175 10.219 0 19 10.41 13 20 2.50 11 3 2C0 2 1 2':' 45.475 3 2 - X 23 Zia 335 5 . Refer to notes on Page 2. Victaulic Company of America • P.O. Box 31, Easton, PA 18044 - 1031 • 4901 Kesslersville Rd., Easton, PA 18040 • 610/559 - 3300 • FAX: 610/250 - 8817 10ML 9/95 0 Registered Trademark Victaulic Company of ArnenCa ® Copyright 1995 Victaulic Company parry of America Printed in U S A. Number: IR020 1 cta u I i c Date: September 9, 2003 Jessica Lucey Marketing Program Coordinator Information Release - • PRODUCT: Stem Nuts for FireLock Series 705W Butterfly Valves PRODUCT CHANGE: The standard stem nut and trunnion on the FireLock Series 705W Butterfly Valves have changed from Carbon Steel, Nickel Plated to 416 Stainless Steel. This change applies to both the standard valve and the tapped version (pictured below). Note: This change includes both the upper stem nut and the lower (trunnion) stem nut. TIMING: The stem nuts will begin to be changed over in September 2003 and continue throughout the end of the year. The sizes will be converted as inventory is depleted. Please note that customers may experience mixed shipments until the entire inventory has been converted. LITERATURE: Publication 10.18 has been revised and will 1f I be available in the next reprint. The submittal can be ordered via email at literature(avictaulic.corn after October 1, 2003. COMMUNICATION: All Sales Representatives and Customer Care Representatives should inform customers of this change. IPS CARBON STEEL PIPE / taulic9 FIRE PROTECTION VALVES 10.18. Series 705W FireLockm" Butterfly Valve = With Weatherproof Actuator - PRODUCT DESCRIPTION For 300 PSI Service The Series 705W butterfly and FM Approved for 3G0 PSI able with a i/" NPT supply ' valve features a ∎Aeatherr roof -:� � 12065 <Pzl service. Flow per- side tap designed to allow • • actuator housing approved for formance exceeds UL Specifi- direct water supply connec- t - ' :moor or outdoor use It has a cation 1091 and FM Approval [ :on to Victaulic FireLock actu- m.. ductile iron body and disc with Standard 1 1 12 ated fire protection valves. See - a t E: DM disc coating The bog ;, Weatherproof Actuator separate drawings below This is coated , .van a heat fused :• ‘41 � 1 polyphenylene sulfide blend to Supervisory switches for is an oD[ :onal feature and must valves are available 2 - 12" be clearly noted on all orders. meet FM requirements and Contact Victaulic for addi- ct 21/2 6" Sizes the new coating requirements (73.0 323.9 mm) pre wired tional information on tapped r for the 5th edition of UL -1091. (P �' ®® FM For fire protection services. Supply -side Tap valves. Reeueat Vlctaulic Senes 705W valve is UL Listed Series 705W valves are avail - 8 - 12" Sizes wairatio• 1001 for aewb -0r K:• • DIMENSIONS ? l�I _ ° ' Da. - 1 i _' ', I �� I _ G t -- �' D 0 O LI a Suo ory yap r � •i ♦ _ I ^.1l- Ni i PJ I ; ---4.- E t -' L .•- H --.I r :-_ L A -�+ • '.1 --I.. p r f - A -► Series 705W Senes 705W with Tap SIZE Dimensions - Inches7n „mo:xrs Nominal In. E to E Hgt. ` I I Aprx. lc :._a. mm A B I C D E I F I G I H J W Ea. I K L 0 I M N I P Lbs ikg 21/2 I 3.77 9 :80 1 1 8 0 1 3.92 - 1 2 3 8 1 6 37 1 5 4 5 7.02 1 0 97 231 1 4.50 1 144 0.601 1.03 9.1 7 6 ' mm 3 9.80 1 3 0 3 9 2 - 1 2 5 9 1 6 9 7 I 5.45 702 1 0 97 2 3 1 4 5 0 1 . 5 0 0.60 1103 9.1 3 3.77 1048 2.14 4 22 0.08 350 7.51 5.45 733 1 0.97 231 1 450 1 1.75 000'1 0.80 98 4 4 63 11.89 2.71 5.09 0.07 1 6.01 9.05 5 45 8 59 0.97 2.79 4 50 2 50 0 73 1 22 15.3 1397mm 538 12.82 3.12 561 043 I 601 998 545 859 097 392 4 50 - - - 200 5 5.38 12 82 3 12 5 61 0.43 16 01 9.98 5.45 8.59 0 97 3 92 1 4 50 - - I - 20 0 165 1 mm I 5 38 13.74 3 61 6.06 i 00 1 7 20 10 92 I 5.45 9 05 097 3 96 I 4 50 13 25 1 25 1 1 50 25.0 6 5 38 13.74 3 6 06 1 00 17 20 10 92 5.45 9 05 10 97 3 96 14 50 3.32 1 25 1 1 50 25 0 9 5 33 16.92 4.88 7 94 1 37 10 20 14 06 I 8 28 13 30 2.05 2.56 16 00 5 10 0 18 0.91 52.0 10 ; 6.40 19.14 5 84 8.69 1 72 I 1 2.20 15 77 10 09 I 16.19 I 2.05 3 20 9 00 - - 1 - 80.0 12 ; 6.50 21.54 7 04 1 10 00 2.56 I 14 25 18 29 10.09 17 2.05 3.25 9 00 - - I - 1 102.0 ' On centerline. I Contact Victau c Company of Canada for ULC Listings 1 To prevent rotation of vanes a is recommenaea mat Series 705W be mstaileo wan victaulic Style 07 Zero -Fies' Style 035 Faelock"' or Style HP.70 Rigid Couplings. if VK:aukc fleabie couplings are used adcaonai support may be required. 2 Valve must not be instanea with CISC in full open position Disc must be partly =sea so mat no part is prowaing oeyona end of valve bony 3. Vic:auic grooved era pinery valves are permitted (a use well grooves end pipe LIPS) only Mot pen-rimed 10r use wiN plain era (IPS) or grooves end cast Cucole iron pipe a Series :05w vaives ate cesigned (a ambient weatner condmons as ooposea to suomersioie service VICTAULIC AN ISO 9001 CERTIFIED COMPANY Victaulic Company of Almeria] Victaulic Company of Canota Victaulic Europe Vict uric America Latina Victaulic Asia Pacific Phone. 1. 800 - PICK-viC (1.8C0. 742.5842) Phone 4 16. 675 -5575 Phone.32.9. 381.1500 Phone: 610-559-3300 Phone. 65-235-3035 Fax- 510-350-8817 Fax 416-675-5565 Fax: 32-9-380-4438 Fax. 610.559.3608 Fax. 65. 235.0535 e -mail pickvic@viannic.com e-mail viccanaaa@viclaulic corn e-mail vtceuroc4t'nctaulic.be e-mail: vical@victaultc.com e-mail vtrsp@ViCOLIIic.COm 2 Rev B 11191 s Registerea rrademan of VKtauuc O Copyngne 2001 victaune Pnntea m U.S A MATERIAL SPECIFICATIONS • Body: Ductile iron conforming Disc Coating 61 for cold X86 °F ( +30 °C) and Bracket: Carbon steel. painted to ASTM 1.395. grade 65- 45 -15. O Grade "E" EPDM hot -180 °F ( -82 °C) potable and 1STNI 1.536 grade 65 -45- EPDM (Green color code). water service. NOT RECOftit- Actuator. Bl 21/2 12. coated with polyphenylene Temperature range -30 °F to MENDED FOR PETROLEUM r (lin - nut on mm): Bronze sulfide blend. -230'F ( -34 °C to -I l0 °C) SERVICES lead ew in nut on a steel Disc: Ductile iron cor.formin g to Recommended for cold and Stem Bearings: 0 screw n a 1teel g . 12" (219.1 - 3233,.9 9 sing. ngs: Teflon impreg- p rnm): - ASTN1 A -395. grade 65- 45 -15. ho: water service within the Hated fiberglass with stainless l anc ASTNI 1.5,;6. grade 65 -45- spec: ied temperature range steel backing. Stee. worm and cast iron quad- 12 EPDbt coating plus a variety of dilute acids. rant gear. in a cast iron housing. oil-free air and many cr.e ni Stem Bearing Nuts: Carbon cal services UL classified in steel. nickel plated acc rcance with AiNSVNSF Tap Plug: Carbon steel. plated PERFORMANCE The chart expresses the C,, Values Formulas for C, Values: frictional resistance of C values for flow of water at 2 Where: AP Victaulic Series 705W in +60 °F ( -l6 °C) with a fully open = 2 equivalent feet/meters of valve are shown in the table C Q =Flow (GPM) straight pipe below LIP = Pressure Drop (PSI) Q = Cy x ✓OP SIZE SIZE For additional details contact C., = Flow Coefficient Nom. Equiv. Nom. Equiv. In. Feet/rn in Feetim Victaulic. actua, of Actual of SIZE SIZE mm Pipe 1nm Pipe SIZE Nominal Inches Cv Nominal Inches C,, Nominal Inches C,, 21/2 I 5 1 16 1 r 6 ac:.a. inn. (Full Open) Ac min (Full Open) .Actual mm (Full Open) 76.1 ; 5 I 5 8 2 4 , 325 I 139.7 mm I 1150 II 8 I 3400 3 I 5 II 3 I 11 16.1 mm I 325 II I 1150 II ( 5750 I 4 I 12 II 10 I 12 • , =62 II 165 1 mm I 1850 II i2 83 3 II 6 1139 7 ;I 12 II 12 I 14 6C0 I 1850 II 1 5I121I I ; n-ereneters SWITCH AND WIRING Supervisory Switch flexibility to operate two ul.usreo Actuator Repair 2Y:. 12" (73.0 - 323.9 mm) electrical devices at sepa- ruK .ao= • sizes: Series 705W PW - Two. rate locations such as an co r In the unlikely event of an ac ;ua- single pole. douo:e throw, pre indicating light and an �� •.' tor failure, complete ac:uanon audible alarm in the area �- -� replacement is required. •.wed switches. ; Switches are raced l0A l25 or at the valve installation .- Ycowaarce,+ecroae ALL REPLACEMENT PARTS 2 VAC 60 Hz and 0 251 @ 250 Switch Al Sl ( MUST BE UFA R FROM VDC 0.501 l25 VDC Switch d2 S2 THE MANUFACTURER TO . " e "" r ' ASSURE PROPER OPERATION Normally Closed: (2) Blue OF THE VALVE Supervisory Switch S Normally Open. (2) Brown : V � Wiring Common: (2) Yellow c___ Normally Closed : . A Pre - wired Switches Blue with Stripe — — ' (I) Switches Supervise Open S2 Normally Open •� � � — ._-_. — _ < Valve Brown with Stripe 4 �m __ (2) One switch has two *18 Common. NOTE: Connecung to common Terminals NtTW per er terminal. Yellow with Stripe (yellow St and yellow wan Orange Stripe • Permits complete supervi- (3) A ground lead. 414MTW is 52)• ana vormaty Terminals (Bye 51 sion of leads (see ilia- provided (green) and Blue wren Orange Since 521. e g. u+ai• grams below) Second cater lignt and alarm stays on until valve is fully opened: men inacaux lgnt and alarm switch has one *ISMTW go out. wire per terminal. This Ca° off unused lave e.g.. Brawn ana Brown double circuit provides wen Orange Stripe This crocus snail oe manufacture° ey Victaulic Company AU orocuca snail be installed in accordance wan current Victaulic instaaaeorvassemoly inwucuons. V taulic reserves time ngm to charge aroaua specilicauons. cesgns and somata equipment wanaa nonce and without incumng coigatons 10.18. 2 HANGERS 4 TOLCO a brand of NIBCQ Revision 5/24/2001 m Fig. 2 Adjustable Band Hanger -®c® Fig. 2 NFPA Adjustable Band Hanger With Reduced Rod - Size Range - 2 1/2 thru 6 inch pipe. •s Material - Carbon Steel, Pre-Galvanized. iki Function - Recommended for the suspension of non- ` insulated pipe or insulated pipe with Fig.220 shield ,.'. ... -.., j \ \ Fig.2NFPA accommodates the reduced rod schedule of the / l \ \ National Fire Protection Association Pamphlet #13. / / Approvals - Underwriters' Laboratones Listed in the USA / \ (UL) and Canada (cUL). Factory Mutual Engineenng / � •. approved. Conforms to Federal Specification WW -H -171 E, B type 10, and Manufacturers Standardization Society SP-69, type 10. � ' \ Finish - Pre - Galvanized .-..` Note — Available in Stainless Steel materials. i Order By - Figure number, pipe size, and material. A Pipe Size Rod Size A B C Max. Rec. Approx. Wt./100 Load Lbs. Fig. 2 Fig. 2 NFPA 2 1/2 1/2' 5 -3/4 4-1/4 1 -5/8 600 41 40 3 1/2' 6 4-1/8 1 -1/4 600 45 43 31/2 1/2' 7 -3/8 5 -1/4 2 -1/8 600 52 50 4 5/8' 7 -3/8 5 1 -5/8 1000 59 56 5 5/8" 9 6 -1/8 2 -1/4 1250 97 95 6 3/4•• 9-3/8 6-1/2 1 -7/8 1250 139 105 • 3/8" nut is used when NFPA rod sizing is requested. '• 1/2" nut is used when NFPA rod sizing is requested. Main Office/Manufacturing Facility • 1375 Sampson Ave. • Corona. CA 92870 • Ph: 909.737.5599 • Fax 909.737.0330 Distribution Center • 8790 Fruitndge Road • Sacramento. CA 95826 • Ph: 916.388.7800 • Fax 916.388.1401 25 Manufacturing Facility • 4851 Homestead Road. Bldg. 118 • Houston. TX 77028 • Ph: 713.672.0058 • Fax 713.672.0074 www tolea.ecnr • . TO CORONA. CA (4391737.•6699 ®` ® Fig. 4 A Component of State of California Pipe Clamp For Sway Bracing OSHPO Approved g Seismic Restraints System Size Range - 4 thru 8 inch pipe. For pipe sizes smaller than 4 inch use -0 . 3 , , i Tolco Fig. 4. Material - Caroon Steel.�� Function - For bracing pipe against sway and seismic disturbance. ' 1 / Approvals - Underwriters' Laboratories Listed in the USA (UL) and ' ?^!� .l Canada (cUL) 4 thru 8 inch. Included in our Seismic Restraints Catalog 7 / 1 • \ �/ approved by State of California Office of Statewide Health Planning and / i , Develooment (OSHPD). , -1 i I . Installation Instructions - Install Fig. 4 A Pipe Clamp on pipe to be ' j / i 1 braced. Attach Sway -Brace Fitting to 1/2' Camp bolt (Sway -Brace -. 0 Fitting to be on outside ears of damp). Tighten securely. (min. torque - ( / q requirement -50 ft. lbs.) Sway Brace Assemblies are intended to be , ` 7/ installed in accordance with NFPA #13 and the Manufacturers ► -, Installation Instructions. j Finish - Plain. ;i .; Note — Available in Electro-Galvanized and HDG finish or Stainless / �,, Steel matenals. I Order By- Figure number, pipe size and finish. II _ o� Shawn with two \ . may( Toic: F:g. 980's and • ,,,, Shown with two Scneawe 40 Brace ?:oe Tolco Fig. 980'3 and • Tolsavt Channel brace. a n .---. o, ( , l .. ! ! / At ...- r te' ) '\ Fig. 4A - Longitudinal Brace Fig. 4A - Transverse Brace PIPE A B MAX HORIZONTAL APPROX. SIZES C D BOLT SIZE DESIGN LOAD. WT. /100 4 8 -1/2 9/16 3 -3/8 3 -11/16 1/2 2015 221 5 9 -3/4 9/16 3 -7/8 4-3/8 1/2 2015 253 6 11 -1/2 5/8 5 5 -1/8 1/2 2015 513 8 13 -1/4 3/4 6- 11/16 6-1/8 1/2 2015 601 sr, ]200, -30- '111`.'1 Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor (KB II) ' 4.3.3.1 Product Description Nut Washer Collar Wedge Dimple The Kwik Bolt II is a stud type expansion anchor with a single piece wedge \ \ that performs as three independent wedges it necessary to provide consistent . performance in a wide vane of medium-duty Applicable •� 1 + vanety uty applications. A liable base ( materials include concrete, lightweight concrete and grout filled block. Z / Impact Section Anchor Body Wedges Expansion p Cone (Dog Point) Product Features • Impact section (Dog Point) prevents thread damage during installation • Mechanical expansion allows immediate load application • Independent 3 -piece wedge with dimples help prevent anchor from • Can be installed in bottomless hole, which allows the anchor to be spinning during installation driven flush with the surface after use. Eliminates cutting bolt heads. • Length identification code facilitates quality control & inspection • Can be installed through the fixture, improving productivity after installation • Comprehensive product offering includes many head styles, sizes, • Anchor size is same as dnll bit size for easy installation carbon steel and stainless steel matenals for a variety of applications • Comprehensive performance testing to provide high & consistent performance in concrete, lightweight concrete & grout filled block base matenals Guide Specifications Anchor. Expansion anchor shall be wedge type with a single piece three section wedge and anc plated in accordance with ASTM 8633. Anchors must meet the description of Federal Specification A -A 1923A, Type 4. Anchor will bear a length identification code that is visible after installation. Anchors shall be Kwik Bolt II as manufactured by Hilti, Inc., Tulsa, OK Installation: Dnll hole with a Hilti carbide tipped TE Bit or matched tolerance diamond core bit Remove dust from the hole with oil free compressed air. Drive anchor into the hole so that at least six threads are below the top of the fixture. Tighten to the recommended installation torque. Listings /Approvals • Underwnters Laboratory No. 203 "Pipe Hangers" (3/8 " -3/4" diameters) • International Conference of Building Officals (ICBO ES): Evaluation Report No. 4627, KB II • International Conference of Building Officials (ICBO ES): Evaluation Report No. 5224, HCKB • Southern Building Code Congress (SBCCI): Report No. 9930 • City of Los Angeles (COLA): Research Report No. 25226 • Factory Mutual (FM) KB II 3/8" x 2 1/4" w /Rod Coupler • Metro -Dade County Approval # 01- 1003.03 MECHANICAL PROPERTIES f, min. f, 4.3.3.2 Material Specifications ksi (MPa) ksi (MPa) Carbon Steel KB II studs conform to ASTM A510 with chemical composition of AISI 1038 except 41 (282) 75 (517) all countersunk KB II and KB 3/4" x 12 ", KB II 1 " x 6 ", KB Il l " x 9" and KB II 1 " x 12" which conform to 75 (517) 90 (620) ASTM A108 with chemical composition of AISI 11 L41 Wedges are manufactured from AISI 1010 carbon steel, except KB II 3/4" x 12 ", KB II l'' x 6 ", N/A N/A KB II 1" x 9" and KB II 1"x12" wedges which conform to chemical composition of AISI 304 Nuts are carbon steel conforming to ASTM A563 Grade A and meet dimensional requirements WA N/A of ANSI 818.22 Washers are carbon steel conforming to SAE 1005 -1033 and meet dimensional requirements N/A N/A of ANSI 18.22.1 Type A Plain All carbon steel parts are a nc plated in accordance with ASTM B633. Type III FefZn 5 WA N/A Stainless Steel KB II studs conform to ASTM A276 or ASTM A493 with chemical composition of either AISI 304 or 316 1 /4" thni 9/16" 76 (524) 90 (620) over 9/16" 64 (441) 76 (524) Stainless steel wedges are of equivalent grade as bolts. Nuts are stainless steel conforming to ASTM F594 with chemical composition of either AISI 304 or 316 and meeting dimensional requirements of ANSI B18.2.2 to conform with stud material Washers are AISI 304 or 316 stainless steel conforming to ASTM A240 to conform with stud material Note: Special Order Kwik Bolt'', nuts and washers may vary from standard materials. 154 US: 1- 800 - 879 -8000 / www us.hilti.com I Hiit1 Product Technical Guide 2002 I Canada: 1-800-363-4458 / www.ca.hilti.com r Anchoring Systems N111- i Kwik Bolt II Expansion Anchor 4.3.3 4.3.3.3 Technical Data Kwik Bolt II Specification Table Bolt Size in. '/4 '/e '/x '/i '/4 1 Details (mm) (6.4) (9.5) (12.7) (15.9) (19.1) (25.4) d,,,: nominal bit diameter' in. '/4 '/8 7/ s/e 3/4 1 h,,,,,/ h,,,,,,: minimum/standard in. 1'/e 2 1'/e 2 2'/4 3 2 4 3'/4 4 4 6 depth of embedment (mm) (29) (51) (41) (64) (57) (89) (70) (102) (83) (121) (114) (152) h,: minimum/standard in. 1' /e 2 2 2' /' 2 4 3 4' /' 4 5 5 7 hole depth (mm) (35) (57) (51) (73) (70) (102) (86) (118) (102) (140) (140) (178) e: anchor length minimax. in. 1'/4 4'/: 2'/4 7 23/4 7 3 10 4 12 6 12 other length available (mm) (44) (114) (57) (178) (70) (178) (95) (254) (108) (305) (152) (305) Z,,: thread length/ in. '/4 3 '/4/ 1' /e 4 1'/4 '/4 1V2 3'/:/4'/: 1'/: 3'/:/5 2'/4 4'/: extra thread length (mm) (19) (76) (22/28) (102) (32) (76) (38) (89/114) (38) (89/127) (57) (114) d wedge dearance in. ' / ' /1e '/,e „ " /1e 1 - hole in plate (mm) (7.9) (11.1) (14.3) (17.5) (20.6) (28.6) T,,,,: Stainless h., 4 (5.4) 20 (27.0) 40 (54.1) 85 (115) 150 (203) 235 (318) Recommended Normal Steel h, , 7 (9.5) 30 (40.5) 75 (101) 110 (149) 200 (270) 450 (608) Installabon Conte Carbon h„,, 4 (5.4) 20 (27.0) 40 (54.1) 85 ( 115) 150 (203) 250 (338) Torque' Steel h,,,,,, 7 (9.5) 25 (33.8) 65 (87.8) 110 ( 149) 235 (318) 450 (608) Guide Lightweight carbon h 4 (5.4) 15 (20.3) 25 (33.8) 65 (87.8) 135 (182) - Values Concrete Steel h,,, 4 (5.4) 20 (27.0) 30 (40.5) 75 (101) 150 (203) - ft lb Grout carbon h, , 4 (5.4) 15 (20.3) 25 (33.8) 65 (87 8) 120 (162) - (Nml Riled Block Steel h, 4 (5.4) 20 (27.0) 30 (40.5) 75 ( 101) 130 (176) - h: min. base material thickness 3" (76 mm) or 1.3 h„ whichever number is greater 1. Hilt matched tolerance carbide -tipped doll bit (see section 7 4.1) or matched tolerance HILTI DD -B or DO -C diamond core bits (available in diameters from 1/2" to 1"). 2. Do not apply any type of lubricant to threads prior to torquing anchor Combined Shear and Tension Loading 513 ( N' ) 5f3 -° ) <_ 1.0 (Ref. Section 4.1.2.7) N V, / T,m 7 1 ti Nag - mil - l /i /4 - I X �I ks ?l1'Ir IN de. • US: 1- 800 - 879 -8000 / www.us.hilti.com I Him Product Technical Guide 2002 I Canada: 1-800-363-4458 / www.ca.hilti.com 155 MILITI Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor - Carbon Steel Kwik Bolt II Allowable Loads in Concrete Anchor Embedment 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) • Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1'h 270 430 330 430 380 430 470 430 (29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) (1.9) 1 /4 2 560 590 630 (6.4) (51) (2.5) 530 ( 530 (2.8) 530 670 530 3 670 (2.4) 670 (2.4) 670 (2.4) (3.0) (2.4) (95) (3.0) (3.0) (3.0) 1' /s 530 990 650 1040 750 1100 850 1100 (41) (2.4) (4.4) (2.9) (4.6) (3.3) (4.9) (3.8) (4.9) 3 / 1 1 2'/2' 1200 1290 (9.5) (64) (5.3) 1470 (5.7) 1470 (6.1) 1470 1550 1470 - 4 1330 ( 1390 ( 1440 (6.5) (6.9) (6.5) (108) (5.9) (6.2) (6.4) 2 1170 1940 1310 1970 1450 1970 1730 1970 (57) (5.2) (8.6) (5.8) (8.8) (6.4) (8.8) (7.7) (8.8) '/2 372' 1870 2130 2400 (12.7) (89) (8.3) 2450 ( 2450 (10.7) 2450 2800 2450 6' 2080 (10.9) 2310 (10.9) 0 (10.9) (12.5) (10.9) (152) (9.3) (10.3) (11.3) 2'/4 1600 3070 1870 3070 2130 3070 2670 3070 (70) (7.1) (13.7) (8.3) (13.7) (9.5) (13.7) (11.9) (13.7) 5 /8 4 2400 2850 3290 (15.9) (102) (10.7) 3840 (12.7) 3840 (14.6) 3840 4190 3840 7' 3200 (17.1) 3470 (17.1) 3730 (17.1) (18.6) (17.1) (178) (14.2) (15.4) (16.6) 3'/4 1970 4140 2320 4140 2670 4140 3200 4140 (83) (8.8) (18.4) (10.3) (18.4) (11.9) (18.4) (14.2) (18.4) 3/4 0,2 2930 4130 4800 (19.1) (121) (13.0) 5120 (18.4) 5870 5120 (21.4) 5120 (26.1) _ 5120 8 4000 (22.8) 4930 (22.8) 5870 (22.8) 6320 (22.8) (203) (17.8) (21.9) (26.1) (28.1) 4'/2 3330 7070 4050 7600 4670 8140 5070 (114) (14.8) (31.4) (18.0) (33.8) (20.8) (36.2) (22.6) 1 6 4930 6000 7070 8400 9200 (25.4) (152) (21.9) 9200 (26.7) 9200 (31.4) _ 9200 (37.4) (40.9) 9 6670 ( 7670 ( 8670 ( 10670 (229) (29.7) ( 34.1) (38.6) (47.5) 1. Values shown are for a shear plane acting through the anchor bolt Shear Through The Threads body. Mien the shear plane is acting through the anchor bolt threads, Shear Through The Bolt Body reduce the shear values by 15%. 2. Values shown are for a shear plane acting through the anchor bolt CW _ :�" "'P V j ` // /' r I-P body. Mien the shear plane is acting through the anchor bolt threads, -. % reduce the shear value by 7 %. 111 All other values shown are for shear plane acting through either body : ' or threads. l J: _ o 156 US: 1- 800 - 879 -8000 / www.us.hilti.com I Hiltl Product Technical Guide 2002 I Canada: 1-800-363-4458 / www.ca.hilti.com • Anchoring Systems IU, "■F, Kwik Bolt II Expansion Anchor 4.3.3 - Carbon Steel Kwik Bolt II Ultimate Loads in Concrete Anchor Embedment 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1' /4 1000 1600 1230 1600 1430 1600 1750 1600 (29) (4.4) (7.1) (5.5) (7.1) (6.4) ( (7.8) (7.1) 3/4 22 2100 2225 2350 (6.4) (51) (9.3) 2000 (9.9) 2000 (10.5) 2000 2500 2000 3'/4' 2500 (8.9) 2500 (8.9) 2500 (8.9) (11.1) (8.9) (95) (11.1) (11.1) (11.1) 1' /e 2000 3700 2450 3900 2825 3900 3200 3900 (41) (8.9) (16.5) (10.9) (17.3) (12.6) (17.3) (14.2) I (17.3) 3 /a 2'/2' 4500 4825 5150 (9.5) (64) (20.0) 5500 (21.5) 5500 (22.9) 5500 5800 5500 - 4'/.' 5000 (24.5) 5200 (24.5) 5400 (24.5) (25.8) (24.5) (108) (22.2) (23.1) (24.0) 2'/. 4400 7250 4925 7360 5450 7360 6500 7360 (57) (19.6) (32.2) (21.9) (32.7) (24.2) (32.7) (28.9) (32.7) 1 /2 3 7000 8000 9000 (12.7) (89) _ (31.1) _ 9200 (35.6) 9200 (40.0) 9200 10500 9200 6 7800 (40.9) 8650 (40.9) 9500 (40.9) (46.7) (40.9) (152) (34.7) (38.5) (402.3) 2 6000 11500 7000 11500 8000 11500 10000 11500 (70) (26.7) (51.2) (31.1) (51.2) (35.6) (51.2) (44.5) (51.2) 3 /e 4 9000 10670 12350 (15.9) (102) (40.0) 14200 (47.5) 14200 (54.9) 14200 15700 14200 7 12000 (63.2) 13000 (63.2) 14000 (63.2) (69.8) (63.2) (178) (53.4) (57.8) (62.3) 3 7400 15500 8700 15500 10000 15500 12000 15500 (83) (32.9) (68.9) (38.7) (68.9) (44.5) (68.9) (53.4) (68 9) 3 / 4 4 11000 15500 (19.1) (121) (48.9) 18000 22000 19200 (68.9) 19200 (80.1) _ 19200 (97.9) 19200 82 15000 (85.4) 18500 (85. 22000 (85.4) 23700 (85.4) (203) (66.7) (82.3) (97.9) (105.4) 4 12500 26500 15200 28500 17500 I 30500 19000 (114) (55.6) (117.9) (67.6) (126.8) (77.8) 1 (135.7) (84.5) 1 6 18500 22500 26500 111 31500 34500 (25.4) (152) _ (82.3) _ 34500 X 00 (100.1) 00 (117.9) 34500 (140.1) (153.5) 9 Y5000 (153.5) 28750 (153.5) 32500 (153.5) 40000 (229) (111.2) (127.9) (144.6) (177.9) 1. Values shown are for a shear plane acting through the anchor bolt body When the shear plane is acting through the anchor bolt threads, Shear Through The Threads Shear Through The Bon Body reduce the shear values by 15%. 2. Values shown are for a shear plane acting through the anchor bolt 47 :-. / +P I // P body. When the shear plane is acting through the anchor bolt threads, " % /l ' reduce the shear value by 7 %. . _ ` �; = All other values shown are for shear plane acting through either body ' • or threads. I J _' III, US: 1 / www.us.hilti.com I Hilt Product Technical Guide 2002 I Canada: 1 -800- 363 -4458 / www.ca.hilti.com 157 i.1n11Nrr1 Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor - Kwik Bolt II AISI 304 and 316 Stainless Steel Allowable Loads in Concrete Anchor Embedment 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1'4 240 560 330 570 350 370 (29) (1.1) (2.5) (1.5) (2.5) (1.6) (1.6) 1/4 2 470 (6.4) (51) (2.1) 590 550 590 550 (2.6) ( 590 550 (2.6) 3 550 (2.6) (2.4) (2.6) (2.4) (2.4) (95) (2.4) 1'/. 430 880 490 1010 550 1150 670 1230 (41) (1.9) (3.9) (2.2) (4.5) (2.4) (5.1) (3.0) (5.5) ' /e 2'/: 930 1090 1250 (9.5) (64) (4.1) 1330 ( 1330 (5.6) 1330 1440 1330 4'/. 1070 (5.9) 1330 (5.9) 1440 (5.9) (6.4) (5.9) (108) (4.8) (5.9) (6.4) 2 850 1810 1070 1850 1280 1890 1330 (57) (3.8) (8.1) (4.8) (8.2) (5.7) (8.4) (5.9) 1 /2 3'/: 1330 1730 2130 (12.7) (89) (5.9) 2220 (7.7) 7220 (9.5) 2220 2220 (110.70.7 ) (9.9) 6 1470 (9.9) 1880 ( 2290 (9.9) 2720 (152) (6.5) (8.4) (10.2) (12.1) 2 1250 2800 1600 3070 1810 1920 (70) (5.6) (12.5) (7.1) (13.7) (8.1) (8.5) ° /e 4 1870 2400 2930 3330 3200 3330 (15.9) (102) _ (8.3) _ 3330 (10.7) 0 (13.0) (14.8) (14.2) (12.5) 7 2400 (14.8) 3010 (14.8) 3650 3650 (178) (10.7) (13.4) (16.2) (16.2) 3'/. 1550 2880 1950 3310 2350 3730 2610 (83) (6.9) (12.8) (8.7) (14.7) (10.5) (16.6) (11.6) 3 /4 4 2510 4510 3250 4650 3870 4670 4800 (19.1) (121) (11.2) (20.1) (14.5) (20.7) (17.2) 4800 (20.8) (21.4) 8 2930 4800 3870 4800 4530 (21.4) 5120 (203) (13.0) (21.4) (17.2) (21.4) (20.2) (22.8) 4'/: 3120 6080 3870 6770 4610 4800 (114) (13.9) (27.0) (17.2) (30.1) (20.5) (21.4) 1 6 4400 6400 7200 7470 7330 7470 (25.4) (152) _ (19.6) _ 7470 (28.5) 7470 (32.0) (33.2) (32.6) (33.2) 9 5600 (33.2) 8000 (33.2) 9390 9390 - (229) (24.9) ( 35.59) (41.77) (41.8) 158 US: 1- 800 - 879 -8000 / www.us.hilti.com I HIIU Product Technical Guide 2002 I Canada: 1-800-363-4458 / www.ca.hiltl.com Anchoring Systems 11•1„�!, Kwik Bolt II Expansion Anchor 4.3.3 Kwik Bolt II AISI 304 and 316 Stainless Steel Ultimate Loads in Concrete Anchor Embedment 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1 900 2100 1250 2150 1300 1400 (29) (4.0) (9.3) (5.6) (9.6) (5.8) (6.2) 1 /4 2 1750 2200 2200 (6.4) (51) (7.8) 2200 2070 2200 2070 ( 2070 (9.8) 3 2070 (9.8) (9.2) (9.8) (9.2) (9.2) (95) (9.2) 1' /. 1600 3300 1825 3800 2050 4300 2500 4600 (41) (7.1) (14.7) (8.1) (16.9) (9.1) (19.1) (11.1) (20.5) '/e 2V2 3500 4100 4700 (9.5) (64) (15.6) 5000 (18.2) 5000 (20.9) 5000 5400 5000 4 4000 (22.2) 5000 (22.2) 5400 (22.2) (24.0) (22.2) (108) (17.8) (22.2) (24.0) 2 3200 6800 4000 6950 4800 7100 5000 (57) (14.2) (30.2) (17.8) (30.9) (21.4) (31.6) (22.2) '/2 31/2 5000 6500 8000 9000 8340 (12.7) (89) (22.2) 8340 (28.9) 8340 (35.6) 8340 (40.0) (37.1) • 6 5500 (37.1) 7050 (37.1) 8600 (37.1) 10200 (152) (24.5) (31.4) (38.3) (45.4) 2'/4 4700 10500 6000 11500 6800 7200 (70) (20.9) (4.7) (26.7) (51.2) (30.2) (32.0) e /e 4 7000 9000 11000 12500 12000 12500 (15.9) (102) _ (31.1) 12500 (40.0) 12500 (48.9) (55.6) (53.4) (55.6) 7 9000 (55.6) 11300 (55.6) 13700 13700 (178) (40.0) (50.3) (60.9) (60.9) 3 5800 10800 7300 12400 8800 14000 9800 (83) (25.8) (48.0) (32.5) (55.2) (39.1) (62.3) (43.6) 3 /4 4 9400 16900 12200 17450 14500 17500 18000 (19.1) (121) (41.8) (75.2) (54.3) (77.6) (64.5) 18000 (77.8) (80.1) 8 11000 18000 14500 18000 17000 (80.1) 19200 (203) (48.9) (80.1) (64.5) (80.1) (75.6) (85.4) 4'/2 11700 22800 14500 25400 17300 18000 (114) (52.0) (101.4) (64.5) (113.0) (77.0) (80.1) 1 6 16500 24000 27000 28000 27500 28000 (25.4) (152) _ (73.4) 28000 (106.8) 28000 (120.1) (1245) (122.3) (124.5) 9 21000 (124.5) 30000 (124.5) 35200 35200 (229) (93.4) (133.5) (156.6) (156.6) US: 1-800- 879 -8000 / www.us.hilti.com I Nil Product Technical Guide 2002 I Canada: 1 -800- 363 -4458 / www.ca.hilti.com 159 F■11`7"1 Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Carbon Steel Kwik Bolt II Allowable Loads in Lightweight Concrete' Anchor Embedment Shear Tension Tension Tension Diameter Depth 2000 psi (13 8 MPa) 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) In. (mm) In. (mm) lb I'M) lb IkN) lb (IQ lb (kN) 1 /4 1 ( 29) 400 (1.8) 225 (1.0) 295 (1.3) 350 (1.6) (6 4) 22' (51) 500 • ( 2.2) 325 (1.4) 390 (t 7) 450 (20) �/4 1�/a ( 41) 775 ( 3.5) 425 (1 9) 530 ( 24) 625 ( 28) (9.5) ?II/z' ( 64) 1375 ( 6.1) 625 (2.8) 810 ( 16) 475 ( 4.3) '/1 2'/4 (57) 1400 (6.2) 725 (3.2) 920 ( 4.1) 1100 ( 4.9) (127) >3'/z' ( 89) 2300 (102) 1100 (4.9) 1360 ( 61) 1600 (7.1) 3 /4 2V /. ( 70) 2500 (11.1) 1125 (5.0) 1350 ( 6.0) 1550 ( 6.9) (15.9) 24' (102) 3550 (15.8) 1650 (7 31 1990 ( 8.9) 2300 (10.2) 3/4 3 ( 83) 3250 (14.5) 1575 (7.0) 1905 (8 2200 ( 9.8) (191) 243/4' (121) 4700 (20.9) 2200 (9.8) 2750 (12.2) 3250 (14.5) 1. Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 15%. 2. Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 7%. 3. Based on using a safety factor of 4 Carbon Steel Kwik Bolt II Allowable Loads through the Ridge of Metal Profile Deck into Lightweight Concrete . Anchor Diameter Embedment Depth f'°_3000 psi . � a ;. In. (mm) in. (mm) (20.7 Mpa) Tension, lb (kN) � W �� ( ) Shear, lb (kN) �� _. r. ° } `` w'- -5- 1/4 (6.4) 21/4 (57) 560 (2.5) 490 (2.2) 'r► • ,,a< a+. -'° :s o'. 3/8 (9.5) 2 1/4 (57) 790 (3.5) 1000 (4.4) _ , ✓ ' t.' 1/2 (12.7) 21/4 (57) 880 (4 0) 1000 (4.4) -;= :: ,-::. 4c 5/8 (15 9) 41/2 (114) 1675 (7.4) 2575 (11.4) u Carbon Steel Kwik Bolt II Allowable Loads in Grout Filled Concrete Masonry Units'•''a Anchor Embedment Distance from Tension Shear 1. Values are for light weight, Medium weight or Normal weight Diameter Depth' Edge in. (mm) in. (mm) in. (mm) lb (kN) lb (kN) concrete masonry units conforming to ASTM C90 with 2000 psi 4 grout conforming to ASTM 0474. ,2 „o4 a 200 (0 9) 370 (t.6) 2 Embedment depth is measured from the outside face of the 1/ IV. (29) 2 (6.4) 2 (51) 4 1101 61 410 (1.8) 570 (2.5) concrete masonry unit. 212 304 3. Values are for anchors located in the grouted cell, bed joint, 3/ 1'll (41) 2 _12 1304 al (1.9) 850 (3.8 ) cross web or any combination of the above. (9.5) 2'/: (64) it z 134 81 725 (3.2) 1050 (4 4. For anchors installed in the "T•" joint or head joint reduce tension values '/ 274 (57) 4 1101 51 750 (3.3) 1050 ( 4. i 1 by 20 %. zia 1304 el 1400 1 6.2 1 5 . Values for edge distances between 4 inches and 12 inches and (12.7) 3' /4 (89) 2 111304 01 51 975 (4.3) 1050 ( 4.1 ) between 12 inches and 16 inches can be calculated by linear 1890 1 8.4 I 2' /. (70) 4 110151 1100 (4 9) 1050 1 4.1) Interpolation. 5/4 212 1304 81 2120 ( 9.4 1 6. Anchors are limited to one per unit cell. (15.9) 4 1101 Si 1050 14 /1 7. Based on using a safety factor of 4. 4 (102) 12 (304e) 1460 (6 5) 2120 ( 9.4 ) 216 1406 41 2700 i 1 2.01 4 1101 6) 1050 (4 7 1 I ,/ 3'/. (83) 12 (30 8) 1450 (6 5) 2120 19.4 1 ' 216 1406 41 2600 (11.6) (19.1) 4 1101 61 1465 16 5) 1050 14.7 1 4'/. (121) 12 130481 1620 ( 2120 1 9.4 1 _ 216 1406 3110 (13.81 Countersunk Kwik Bolt II Allowable Loads in Concrete' Anchor Bolt Embedment 3000 psi (20.7 MPa) Diameter Material De Tension Shear' in. (mm) in. (mm) lb (kN) lb (kN) Carbon Steel 450 350 HCKB (Hilti Ceiling Kwik Bolt) Allowable Loads' 74 1% (2.0) (1.6) (6.4) (29) 4 80 500 Anchor Embedment per?) u 3, 000 g (20.7 MPa) Stainless Steel Diameter Depth ghtw M Canuefe (2.1) (2.2) in. (mm) In. (mm) Tension Shear Tension Shear , Carbon Steel 1,/4 (3 (3.3) ' lb (kN) I lb (kN) lb (kN) lb Ib IkN) (9.5) Stainless Steel (41) 880 1330 (6/4) (37) 675 155 465 145 (3.9) (5.9) (3.0) (0.69) (2.1) (0.65) 1. Based on using a safety factor of 4 1. Based on using a safety factor of 4. 2. Shear values for shear plane acting thru threads of anchor bolt. 160 US: 1- 800.879 -8000 / www.us.hitti.com I Hllt1 Product Technical Guide 2002 I Canada: 1-800-363-4458 / www.ca.hilti.com Anchoring Systems • Kwik Bolt II Expansion Anchor 4.3.3 Anchor Spacing and Edge Distance Guidelines 1 . 2 (See Anchoring Technology Section 4.1.3) Minimum Embedment Anchor in. 1 /4 '/a '/2 5 /8 3 /4 1 N Size (mm) (6.4) (9.5) (12.7) (15.8) (19.1) (25.4) h� in. 11/4 1'/. 2'/4 23/4 3'/. 4'/: (mm) (29) (41) (59) (70) (83) (114) V s Standard Embedment c Anchor in. I /4 '/e 1 /2 5 /8 3 /4 1 Size (mm) (6.4) (9.5) (12.7) (15.8) (19.1) (25A) Imo, in. 2 21/4 31/4 4 41/4 6 (mm) (51) (64) (89) (102) (121) (152) 1. For s and c of anchors with actual embedments between the listed embedments, use linear interpolation. 2. For s and c of anchors with embedment greater than the deepest embedment listed, use value for deepest embedment listed. Anchor Spacing Adjustment Factors 20 s° s - I h Shear & or Tension s = Actual anchor spacing s - I h = Minimum depth of embedment h * - h,,,„ = Standard depth of embedment s.,,, 1.0 - - - - - I f = Anchor spacing reduction factor for shear and tension = 1.0 h 1 for I s, = 2.0 h, . hr ?h� _ I I = 1.0 h } for = 2.0 h, h„„ < h < h,,, 0 , 0 0.7 1.0 Anchor Spacing Adjustment Factor (f4) Edge Distance Adjustment Factors 1 5 - c" 3 0- c' Tension I Shear 1.0_ � ` - h - or _15 c I _ 0 t V o . I .. 0 0.8 1.0 0 0.5 1.0 Anchor Edge Distance Adlustment Anchor Edge Distance Adjustment Factor for Tension Factor for Shear • (f,.) ( f.,) c = Actual edge distance c = Actual edge distance = Minimum depth of embedment h„.„ = Minimum depth of embedment h„,„ = Standard depth of embedment h„,„, = Standard depth of embedment f, = Edge distance reduction factor for tension f = Edge distance reduction factor for shear c = 1.5 h, for c = 1.5 h for C 3.0 N„„ for = 1.0 } h r ? C., = 1.0 h 5 h. Sh c h = 1.5 h hr ? h„„ US: 1-800-879-8000 / www.us.hilti.com I Hiltl Product Technical Guide 2002 I Canada: 1-800-363-4458 / www.ca.hjlti.com 161 1•■111...!"1 Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Influence of Anchor Spacing and Edge Distance f f (h = minimum embedment) Load Adjustment Fact= (ate Spacing) fe Load Adjustment Factors (Edge Distance) f,, Tensile /Shear Tensile f,, Shear f Spacing Anchor Diameter Dista Ce Anchor Diameter Anchor Diameter - s (mm) c in. 74 :/e '/: '/e 3 /4 I 1 in. (mm) t/. I '/e l/: I '/. 1 '/. I 1 '/. I '/e I '/: I '/e I '/. 1 1' /e 29) .70 ' = ` ° t 1 ( 29) .80 ''''7".E. 4:Y`t - -I ;' ' - x - z : °cd •l am y -',..E-10 ; : ,,, ME] .83 LEI a t;= •i: :Ar`. 7... 1' /e 41) .97 .80 `:-ti • :;Uf .50 's' : VA' .....1 = ..'..^%7i 2 (51) 93 .77 . ',.:..: . ; :. ..I.4; 2 (51) 1.0 . .82 70 0 89 _. :, 7:-...4. izkd .59 -- . : • _<_ ,._ 2'14 ( 57) 1.0 - . - - ._.� .... :,...�•� ::�:� . » •a�i 1= ; '..eA:i.# _ S 2'/4 ( 57) .95 I .80 ekIS 5` .67 12.j r 2'/: ( 64) I .86 I .73 ;:.ref 'F..: ::..., : 2'/: (64) 1.0 .84 IV.. • .74 1 .51 ts ` "; -.f;.x 2'/4 (70) I .91 1 .77 1 .70 4`133 i fi� 2'/. ( 70) .89 .80 : i'f - :�• r � .81 .56 - 3 83) 11.0 I .83 .75 .70: 3'/4 83 .98 87 .80 ` .. . . �. a tN. .-� :z, 3 ( 95) .90 .81 .75 I,: , 3'/. ( 95) I 1 1.0 .95 .86 1.0 .77 .56 '3i . .? '7`4=7 4 (114) 1.0 .89 .82 .70 4'/: (114) 1.0 .95 .80 .92 .67 .54 Win ,.,• 5 (127) 1 .95 .86 .73 5 (127) I 1.0 .84 1.0 .74 .61 1.51 5'/: (140) I 1 1.0 .91 .77 5'/: (140) I I .89 I .81 I .67 I .56 %I 6 (152) I 1 .95 .80 6 (152) I .93 I .89 1.73 1.61 ''='t 6'/: (165) I 1.0 .83 6'/: (165) I .98 I .97 I .79 I .67 .' 7 (178) I .87 7 (178) I I 1.0 I 1.0 1.85 I.72 .52 8 (203) I I .93 8 (203) I I I 1.97 I .82 .59 9 (229) I I 1.0 9 (229) I I I 1.0 1.92 .67 I 1 10 (254) I I I I I 1.0 .74 12 (305) I I I I I I .89 1 I 14 (356) I I I I 11.0 f. =0.3 h +0.40 f,, =0 c +0.40 fp,, =0.333 c a h, h fors, >s >s, , forc,>c>c,, forc,>c >c, Influence of Anchor Spacing and Edge Distance f f (h = standard embedment) Load Adjustment Factors (Anchor Spacing) f. I Load Adjustment Factors (Edge Distance) f„ Tension/Shear Tension fq„ Shear f Spacing Anchor Diameter Distance Anchor Diameter Anchor Diameter s c in. (mm) V. I 3 /• V: I V. I 1 /4 I 1 in. (mm) '/. I '/e '/: I '/t 1 /4 l 1 '/. I '/e '/: I '/e I 1 /4 I 1 " :s : i arya• _cam r4'i5 2 51) .70 '/ 57) .74 Z . _.-..P � i. z � 2 51 .80 P .59 `�riG'•.r�.` Mt 1M - =1 Wit?' -' . - e:�s'1 �~ # e' S Wit?' - �. - �® a 67 F c tt �.t 1;N 2'/: 64) .78 .7 �,- ^,M'-.• - 2 64) .90 .80 j_ r; M .74 .51 2 ( 70) .81 .73 1?' rim . Ott, 2'/. ( 70) .95 .84 : AO '= .81 .56 ,"F.; ;.At t'§ t 3 ( 83) .89 I .79 I =d= e : 4 3'/. ( 83) 1.0 .92 :t'=; %sus?';: -- sr .96 I .67 - `_. 1 ' ` . :. �i 3 ( 95) .96 1 .85 1 .72 is *�, '.• 3'/. ( 95) 1.0 1 .83 14+- ;�= '.- g4M +�.• 1.0 I .77 .56 . 6 ! 4'/: (114) 1.0 .94 I .79 .74 1• i1 "%4.'•.?= 4' /: (114) I .91 I .85v I .92 I .67 .54 S . 5 (127) 1.0 1 .83 .78 I .72 :..$ 5 (127) I .97 1 .90 1 .82 1 1 0 1 .74 .61 I .51 5'/: (140) 1 .87 .81 I .75 t 5'/: (140) I 1 1.0 I .95 I .86 I .81 .67 1 .56 WA 6 152) I .91 .85 .78 I .70 6 152) I I 1 1.0 .91 : r .89 .73 1 .61 . 6' /: (165) .96 .89 .81 .73 6' /: (165) I I .95 .83 .97 .79 .67 a` d . 7 (178) 11.0 .93 I .841 .75 7 (178) I I 1.0 .87 1.0 85 .72 .52 8 (203) 1.0 I .91 .80 8 (203) I I .93 .97 .82 .59 9 (229) .97 .85 9 (229) I I I 1.0 I 1.0 .92 .67 10 (254) 1.0 .90 10 (254) I l 1.0 .74 12 (305) 1.0 12 (305) I .89 14 (356) I I 14 (356) 1.0 16 (406) I 16 (406) I I • 18 (457) I I I 18 (457) I I I I f, =0.3 hs h +0.40 f,,, =0.4 C +0.40 fq„ =0.333 c tors, >s >s,„ forc,>c>c,,, fore, >c>c,„ 162 US: 1- 800 - 879 -8000 / www.us.hdti.com I Hilt Product Technical Guide 2002 I Canada: 1- 800 - 363 -4458 / www.ca.hiltl.com Anchoring Systems INIILIIII", Kwik Bolt II Expansion Anchor 4.3.3 4.3.3.4 Installation Instructions Kwik Bolt II Length Identification System Stamp on Anchor I A B C 0 E F GM I J K L MN 0 P13 R S T U V W X Y Z From h -1/2 2 2 -1/2 3 3 -1/2 4 4 -1/2 5 5 -1/2 6 6 -1/2 7 7 -1/2 8 8 -1/2 9 9-1/2 10 11 12 13 14 15 16 17 18 Length of Up To f Anchor But Nat I f 2 2 -12 3 3-12 4 4-1/2 5 5 -1/2 6 6-1/2 7 7 -1/2 8 8 -112 9 9-1/2 10 11 12 13 14 15 16 17 18 19 ( mches) Including Stamp on Anchor AA BB CC DD EE FF GG HIP II JJ IOC LL MM NM 00 PP 00 RR SS TT UU W WW XX YY ZZ From 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Length of Up To Anchor But Not 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 (Inches) Including t . i t f 1 Length Identification Mark Kwik Bolt II (Stud Version) Installation Instructions .: - ' I • - • • ! .. . IIINIII l i' 1 Qu i NIII I 1 1. Hammer drill a hole the same 2. Clean hole with blow out bulb. 3. Drive the Hit Kwik Bolt II far 4. lighten to the recommended nominal diameter as the Hilt enough into the hole so that at torque value with a torque Kwik Bolt II, with or without the least six threads are below the wrench, or if torque wrench is fixture in place —the Kwik Bolt top surface of the fixture, using not available, 2 or 3 turns from II works in a "bottomless" hole. a Hit 2 lb. hammer. the finger tight position to achieve proper anchor setting. Hilti Tamper Proof Nut (HTN) Installation Instructions I _ MI_ ,,1 tlitI 1. Hammer dnll a hole the same 2. Put protective sleeve and 3. lighten the torque head with 4. Free turning protective sleeve nominal diameter as the Hitt tamper proof nut on Kwik Bolt ordinary wrench until nut and tamper proof fastener Kwik Bolt II with or without the II so impact section (dog point) breaks away, leaving only remain. fixture in place. Clean hole is exposed. Drive anchor far the free spinning sleeve and with a blow out pump or enough into the hole so that at tamper proof fastener. compressed air. least six threads are below the top surface of the fixture. • US: 1 - 800 - 879 - 8000 / www us.hilti.com I Hilt) Product Technical Guide 2002 I Canada: 1-800- 363 -4458 / www.ca.hilti.com 163 Ni116 Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Countersunk Kwik Bolt II Installation Instructions • 1. Drill '\ f 2. Clean 3. Thread Post Nut ire completely onto ; , anchor. i Tap into � hole � ' � `.4' � [ J �: / *re- 1 %F .. i v Pr ' c �: ,t.::� ., i �. , ..�• ` , • - I y; y ; „:• V4-.. . �• .J, ' . • ' •� � . }-- ,..• - • ► ' _ -.s• ►. •�i •- h:` � Ste"( CC • - •' �' _ r � Z •'U ' 4' " .4. .,:.r i!. :: '"? • ,•- ..-. . , 'p1' ' r . S 'Z'� �, A t • ,,,? • ! , I . i � f: .. : ' r. a c. � b'F]I : Yp 4:e "'' �l'r j•i �' . °11.e. .ti - • . :i . ,.. 4. Loosen LI O/ 5. Tap -in again 6. Tighten J, I IJ ' �r screw 2 11) � _c ?I) ' full turns I ✓' r-.17'"••••=-4" Y= r : ; 1 I 1 -� !c- • - J { ! .i• 1 • E: j}. �Y)h ' 1.. ^ ' . s ff I r - f . L 1 • .i ; f._� _� i• ;'ti' -,. , i ii r_ • '-' _i r , - . .- • , 1 . • 1 r . • 1 . _ •.c , �T. . • i i , , h ' CY�: _'.' t •�, ' ,'` _ ° „ I•.. - _�` ': i_ (r; 'a i� l, • a`' ti d0 �' . 5� C.' ,. -. +.. _ .. _:. -_.. ., I ! - � -t - ;'K <� „ � y r2 '` • Kwik Bolt II Rod Coupling Installation Instructions • •'�f]. r -r: : _ • :. : Y .• - �• .•,. -:' •.. \)'' �• .., �i1 k : - I '111.111Nr__ 1. Drill ° 2. Clean Ail 3. Tap -in 4. Tighten Hilti Ceiling Kwik Bolt (HCKB) Installation Instructions o 0 °c _ ° , . o". og G _.° °oO o • J ` - 'oa p o°,, G c C .," O c -o O e � 3 • o a ° Q o r1 `" , � ° - C o� o � Q o . O ° L-1 a ; ` `J �.0 ,�a �• O i \ U . �a 9:--) e ° � p � � � , y � °� O lJ V 0 �, ,C - (1 0 ° ° o rl o C � Gp ■� o ° 0 _Q p o oU I 1 p � a ' ..- 0 . ( � p o _, • r a . ° o O . • ' :J - V e - C � ' • . ^ �. 0 0 e--... 0 � I CI °• � e � o 0 ° • O ° C o, � I U 0 0 ° - 0 i - . � v O VI 0 Q 1. Drill II I 2. Tap -in 3 Pry down- 4. Secure 1 r I ward I I 164 US: 1- 800 - 879 -8000 / www.us.hdti.com I HMI Product Technical Guide 2002 I Canada: 1- 800 - 363 -44581 www.ca.hilti.com Anchoring Systems N11."11F•1 Kwik Bolt II Expansion Anchor 4.3.3 4.3.3.5 Ordering Information • hi+Pt# • i•R•; Stud Version I Stud Version - -Extra Thread )iiiiiiiiiiiiiiiii Countersunk Version • - Rod Coupling • Hilti Tamper Proof Nuts (HTN) Description Fits Bolt Size in. Embedment Item No. Box Qty Use With Torque ft -lb 38 HTN 3 /8 All 00071689 50 All 3/8" HKBII 23 12 HTN-M 1 /2 ? h 00071690 50 1/2" HKBII 40 12 HTN -SD 1 /2 > h„ 00071691 50 1/2" HKBII 65 12 HTN -CSM 1/2 >_ h, 00248311 50 1/2" HKBII 65 58 HTN -SD 5 /e 2 h, 00071699 25 5/8" HKBII 110 HTN Removal Tool Description Item No. For HTN Size in AIM HTN Removal Tool 38 00070973 3 /a HTN Removal Tool 1258 _ 00260212 1/2 Standard Conical US: 1-800-879-8000 /1.wm.us.hitti.com I Hilti Product Technical Guide 2002 I Canada*. 1- 800 - 363 -4458 / www.ca.hiltl.com 165 1061111 I Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Item Numbe - Description Thread 304 316 304Sta mess Carbon Diameter x Length Length Threads Box Carbon Stainless Stainless Carbon Steel Steel Steel Rod HCKB . in. in. (mm) per Inch Quantity , Steel Steel Steel Countersunk' Countersunk' Coupling 1 /4 x 1 I 3 /4 ( 19) 20 00045359 00230984 - - -- -- — - - -_ '/I x 2 Pie thread) 1 7 /18 (11) 24 - -- I ---- - - -- - -- 00045427 -- -_ -- __ 1 /4 x 2 1 ( 19) 20 00045360 00230985 00238483 -- ' /4x 3 ( /1e" thread) 7 /1s (11) 24 ; 00045428 00045435 - - -- 0029630 '/4 x 31/4 I 3/4 ( 19) 20 100 00045361 00230986 00238484 -- -- - -- 1 /4 x 4 ( thread) I rite (11) 24 - - -- ---- 00045429 I - -- - - -- 1 /4 x 4 13 ( 76) 20 1 00045378 00045404 - - -- - -- —_ 1 /4 x 5 ( thread) 1 /Is (11) 24 - -- - -- 00045431 -- - - -- 3 /8 x 2 1 (22) 00045362 00230394 - -_ 00045431 00045438 3 /9 x 3 1 ' /a (28) 1 00045363 00230395 1 00238486 00045432 -- 1 (44) 16 00331952 00331962 -- - - -- - -- 3/e x 33/4 I Ph (28) 00045364 00230396 00238487 - -- -- 1 2'/z (38) 00331953 00331963 - -- -- -- 3 /a x 4 ( thread) I 3 /1e (15) 18 I j - - -- - -- - -- 00045433 00045436 3 /9 x 5 1 (28) 1 00045365 00230397 - - -- 00045434 3 (82) 16 00331954 00331964 - - -- - -- 3 /e x 7 14 (101) 1 00242538 00045405 I - -- 1 /2 x 23/4 I 1 (32) 50 00045366 00229232 - - -- 1 /2 x 33/4 1 11 (32) 00045367 00229223 1 00238491 2'14 (57) 00331955 00331965 ! - - -- 1 /2 x 4' /2 114 (32) 13 ! 00045368 00229077 1 00238493 13 ( 76) i 00331956 00331966 - - -- 1 /2 x 5' /2 11/4 (32) i 00045369 00229234 00238492 3 (76) I ! 00331957 00331967 I - - -- 1 h x 7 4 (101) 00045379 00229235 - - -- 3/4 x 3 1 ( 38) i 00045370 00045394 1 00045475 5 /5 x 43h 1'/2 (38) 1 00045371 00045395 00045476 2 (63) 25 ! 00331958 00331968 - - -- 5 /s x 6 1' /z (38) 1 1 1 00045372 00045396 00045477 s/e x 7 1 (38) 00045373 - - -- - -- 4 (101) 00331959 - - -- --- 5 /a x 8 3 (89) 00045380 00045407 - - -- s/e x 10 1 4 (114) 00045381 00045408 - -- 3h x 43/4' 11/2 (38) 1 00045374 00045398 00045479 2 (63) 20 00331960 00331969 - - -- 3 /4 x 51/2 11/2 (38) 00045375 00045399 00045480 3 (89) 00331961 1 00331970 - - -- 3/4 x 7 1 (38) 10 00045376 00045400 - - -- 4 (114) 00332044 I - - -- - -- 3 /4 x 8 I Ph (38) 10 00045377 00045401 -- 3 14 x 10 -- -- - - -- - - -- - -- 4 (114) 00332045 00045409 00045490 3 /4 x 12 1 4 (114) 00045415 00045410 -- 1 x 6 12'/4 (57) ! 00045412 00045402 00045483 1 x 9 1 2'/4 (57) 8 5 00045413 00045403 -- 1 x 12 1 4 (114) 00045416 00045411 --- 1. With 2" 0.D. washer. 2. Round Post Nut heads available on special order. Contact the Hilt Customer Service Department for details. 166 US: 1- 800 - 879 -8000 / www.us.hilti.com 1 Hiltl Product Technical Guide 2002 1 Canada: 1-800-363-4458 / www.ca.hilti.com SPRINKLER VALVES POTTER RQE_ M_EJ , - e HOSE VALVES r l oaorrcrroms cawitiwrini ANGLE „,�,,,�.. , FEMALE x MALE DOUBLE FEMALE FUNCTION: Used with a fire hose rack FUNCTION: Used with a fire hose rack assembly or as a fire dept outlet connection. assembly. I , - - ..= REGULARLY FURNISHED: Cast brass valve REGULARLY FURNISHED: Cast brass valve with red handwheel. Female NPT inlet x male with red handwheel. Female NPT inlet and hose thread outlet. 300 PSI /2o.6 bars. outlet. 300 PSI /2o.s .( -,-e Model Model =' 4060 .. 1%"/38 cm Size 4070 1 h "r3acm Siz - - ` . M 4065 2/t "/6 4 cm Size 4075. 2;4 ",s s cm Size 11L Ca < SPECIFY: Thread OPTIONAL FINISHES: 4060 & 406 – B Polished Brass –C Rough Chrome Plated �– B . – D Polished Chrome Plated — _ '`° VARIATIONS: • Ilk i) Extended stem up to 24 " /61 cm, SPECIFY: Length li1•il r 1 t1i ■r — t, . - " /.3cm petcock SPECIFY: Location. i N d� C �-- r '- UL FM A B Closed Open n D E _✓ Female X Male shown ` : f Size Listed Appro- val i n. i n. i n. i n. i n. i n. ( , +.. cm cm cm cm cm cm I � ,;; . - 27. 3'/: 6' /: 7'/: 2 1'Jl' '!: 2 E 6 .. • YES I YES J Bcm 5 7 99 165 19 5= 5 RE Ci 2 ' / ` YES I YES I 3• I 5 9'/: 11`/: 3/: 12'/. 89 127 241 292 89 69 I-- 6.acm I 4070 & 407 ADJUSTABLE PRESSURE RESTRICTING ANGLE VALVE ,- ,,, FEMALE x MALE DOUBLE FEMALE FUNCTION: Used with a fire hose rack FUNCTION: Used with a fire hose rack 1 assembly or as a fire dept outlet connection. assembly. Water pressure is controlled by . - Water pressure is controlled by adjustable flow adjustable flow restriction. If full flow is required, restriction. If full flow is required, the restriction the restriction may be overridden. may be overridden. x? REGULARLY FURNISHED: Cast brass valve REGULARLY FURNISHED: Cast brass valve with red handwheel with pressure restricting - with red handwheel with pressure restricting feature. Female NPT inlet and outlet. 175 PSI /12 feature. Female NPT inlet x male hose thread bars rated. Furnished with field setting chart. outlet. 175 PSI /12 bars rated. Furnished with field Model tO setting chart. 4090 1 W . /38cm Size 4080 & 408 Model 4095 2,4 ",• a cm Size 4080 1 %"/3.8 cm Size • 4085 2:4 " /6.a cm Size I • - SPECIFY: Thread B .-- OPTIONAL FINISHES: 4 I t • –B Polished Brass = � -C Rough Chrome Plated r f 811 r — –D Polished Chrome Plated` ' � �� . C tii `'v :. ..i0' D air Closed Open FM Double Female shown UL A B C C O E Size Listed Ava� in. In. In. In. In. in t - C177 cm CM an an an E r, . m YES NO 57 9 3' 9 /6 612 7'h 5 19 6 '/: 5 a 5 J MO. . B c 57 9 J6 19 6 _ i 2'/ YES NO 3'/: 5 9'/: 11' /: 3'h 2'/. 6. cm B9 12.7 gal 292 B9 69 I' 4090 & 409 NOTE: ALWAYS INDICATE HOSE THREAD REQUIREMENTS All dimensions in English and Metric Page 4-8 1 �