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Specifications 6 7 01 , 0 .2c)03_ c -) 0 3 fl ® C O N L E E 1308 S.W. Bertha Blvd. E Portland, Oregon 97219 Bus. (503) 244-0579 ENGINEERS, INC. FAX (503) 244-7023 FAX TRANSMISSION COVER SHEET DATE: July 10, 2003 TO: J. H. Hekker Construction 6) ECeV 0 ATTN: Joe Hekker JtjC 10 2003 04 PAGES: 3 (Including Cover Sheet) e/ ATV o .� RE: Providence Togard Equipment Restraint DI NG OIVI S � NOTES: As per your request, we have updated enclosed Drawings S2 & S3 (Rev. 2) to clarify drop -in anchor embedment and existing slab construction. FROM: Charles J. Conlee, P.E. S - S Conlee Engineers, Inc. �I Fax (503) 244 -7023 CC: Jeff Stanton — In -Line Construction File — HEK01.F3 CITY OF TIGARD Approved ............�....�( ` -� Conditionally Approved ..................... ..... For only the w e ' OQ PERMIT NO ( ): See Letter to Follow. .. ( 0^ Job ddress: Date: e By: • OFFICE COPY IO'd - puI `s..4aau!.6u3 aaLuoO VLV:BO £O- 0I-Lnc Anchoring Systems 1 HDI / HDI -L Drop -In Anchor 4.3.5 4.3.4.1 PRODUCT DESCRIPTION The Hilti HDI/HDI -L Drop -In anchor is an intemally threaded, _ ..p , y flush mounted expansion anchor for use in concrete. � i ; \ f L Product Features ' �� , ' ' ` -r " 1 i 1.-, :..1.,;:::.,,,:3:,-2-.:„,,,,;,..."6:7.• k HDI • Lip allows accurate flush surface �� ` e 4 • :.1' • Anchor, setting tool & Hilti drill bit setting, independent of hole 1,,. form a matched tolerance depth & ideal for repetitive "''''" '?'' • system to provide reliable fastenings with threaded rods �- fastenings of equal length • Below surface setting for easy • Intelligent expansion section ' . patchwork adapts to the base material & • Allows for shallow embedment reduces number of hammer 1 ( � <, 1y > , f without sacrificing performance blows up to 50% ) ;' �1 ; ; r11, hs �` HDI -L • Easy to read brand & size �`\ -+ry �r s " „ti • Lip provides flush installation, identification (red laser print) consistent anchor depth, and easy rod alignment Guide Specifications Expansion Anchors: Expansion anchors shall be flush or shell type which meet the description in Federal Specification FF -S -325, Group VIII, Type 1, for expansion shield anchors. Anchors to be zinc plated in accordance with ASTM B633, Sc. 1, Type III. Anchors shall be Hilti HDI/HDI -L anchors as supplied by Hilti, Inc., P.O. Box 21148, Tulsa, OK 74121. Installation: Shell or flush type anchors to be installed in holes drilled with Hilti carbide tipped drill bits. Anchors shall be installed per manufacturer's recommendations. Approvals /Listings • City of Los Angeles (COLA): Research Report No. 23709 (HDI Only) • Factory Mutual (FM): Serial No. 22765 "Sprinkler Hangar Components— Expansion Shields." (HDI and HDI -L) • Conforms to the description in Federal Specification FF -S -325, Group VIII, Type 1 for expansion shield anchors. (HDI and HDI -L) • Underwriters Laboratory (UL), "Pipe Hangers" (3/8 "-3/4" diameter) (HDI and HDI -L) • International Conference of Building Officials (ICBO ES): Evaluation Report No. 2895 (HDI Only) MECHANICAL. • Southern Building Code Congress (SBCCI): Report No. 9930 (HDI Only) PROPERTIES 4.3.5.2 MATERIAL SPECIFICATIONS ksi (MPa) ksi (MPa) HDVHDI -L Carbon Steel material meets the requirements of AIS11010M for the 1/4 ", 3/8" & 1/2" 44 (303) 53 (365) HDI Carbon Steel material meets the requirements of AISI 12L14 for the 5/8" and 3/4" sizes 60 (415) 78 (540) HDI Stainless Steel material meets the requirements of AISI 303 60 (414) 100 (689) Carbon Steel HDVHDI -L plated with a dull zinc finish for corrosion protection in accordance with ASTM B633, Sc. 1, Type III 4.3.5.3 TECHNICAL DATA HDI/HDI -L Specification Table HDI /HDI -L HDI /HDI -L HDI /HDI -L HDI HDI Anchor Sae in. 1 /4 3 /8 '/z 5 /8 3 /. Combined Shea and Details (mm) (6.4) (9.5) (12.7) (15.9) (19.1). Tension Loading d,,,: bit diameter' in. 3 /. 'h 3 /. ph. 1 h,,,,: std. depth of embed. in. 1 1V /re 2 The 3 - e: anchor length (mm) (25) (40) (51) (65) (81) N 0/3 / V 5 /3 ( h,: hole depth N d) + 1 V ) <_ 10 C useable thread in. '/re °/s "/, 7 /. 1' /, ` ' \ 'e, length (mm) (11) (15) (17) (22) (34) (Ref. Section 4.1.3) Threads per in. 20 16 13 11 10 h: min. base material in. 3 3'/6 4 5'/. 6 thickness (mm) (76) (79) (102) (130) (162) T max. tightening ft lb 4 11 22 37 80 torque (Nm) (5.4) (14.9) (29.8) (50.2) (108.5) 1. For Hilti matched tolerance carbide tipped drill bits, see section 10.4.1. 134 Hitti Product Technical Guide 2001 • Hitti U.S.: 1-800 -879 -8000 / www.us.hitti.com • Hilti Canada: 1- 800-363 -4458 / www.ca.hitti.com • N 1 ` I Anchoring Systems . 4.3.5 HDI / HDI -L Drop -In Anchor Carbon Steel HDI Ultimate Loads in Concrete . Anchor she 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) ht (mm) Tension Ib(kN) Shear Ib (kN) Tension Ib(kN) , Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) HDI H01 -1 HDI HD1 -1 HDI HDI -L HDI HDI -L HDI HDI -L HDI 11131 -1 1 /4 ( 6.4) 1995 ( 8.9) 1995 ( 8.9) 1800 ( 8.0) 1800 (8.0) 2270 (10.1) 2270 (10.1) 2500 (11.1) 2500 (11.1) 3150 (14.0) 3150 (14.0) 2800 (12.5) 2800 (12.5) 3 /8 (9.5) 3555 (15.8) 3555 (15.8) 3850 (17.1) 3850 (17.1) 4460 (19.8) 4460 (19.8) 5000 (22.2) 5000 (22.2) 5430 (24.2) 5430 (24.2) 6000 (26.7) 6000 (26.7) 1 /2 (12.7) 4470 (19.9) 4470 (19.9) 6000 (26.7) 6000 (26.7) 7140 (31.8) 7140 (31.8) 8500 (37.8) 7750 (34.4) 9375 (41.7) 9375 (41.7) 10000 (44.5) 10000 (44.5) 6 /8 (15.9) 7500 ( 33.4) - 10000 (44.5) - 11685 (52.0) - 13000 (57.8) - 14865 (66.1) - 15000 (66.7) - 3 /4 (19.1) 10000 ( 44.5) - 15500 (69.0) - 16260 (72.3) - 20000 (89.0) - 22250 (99.0) - 22000 (97.9) - Carbon Steel HDI Allowable Loads in Concrete Anchor gm 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) la (mm) Tension Ib(kN) Shear Ib (kN) Tension Ib(kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (IN) HDI HDI -L 1401 HDI -L HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L 1 /4 ( 6.4) 500 ( 2.2) 500(2.2) 450 ( 8.0) 450 (8.0) 570 ( 2.5) 570 (2.5) 625 (2.8) 625(2.8) 790 ( 3.5) 790 ( 3.5) 700 ( 3.1) 700 ( 3.1) 3 /8 (9.5) 890 ( 4.0) 890 (4.0) 965 ( 4.3) 965 (4.3) 1115 ( 5.0) 1115 (5.0) 1250 ( 5.6) 1250(5.6) 1360 ( 6.0) 1360 ( 6.0) 1500 ( 6.7) 1500 ( 6.7) 1 /2 (12.7) 1120 (5.0) 1120 (5.0) 1500 ( 6.7) 1500 (6.7) 1785 (7.9) 1785 (7.9) 2125 ( 9.5) 1940 (8.6) 2345 (10.4) 2345 (10.4) 2500 (11.1) 2500 (11.1) 5 /8 (15.9) 1875 ( 8.3) - 2500 (11.1) - 2920 (13.0) - 3250 (14.5) - 3715 (16.5) - 3750 (16.7) - 3 /4 (19.1) 2500 (11.1) - 3875 (17.2) - 4065 (18.1) - 5000 (22.2) - 5565 (24.8) - 5500 (24.5) Note: The ultimate shear and allowable shear values are based on the use of SAE Grade 5 bolts, (f = 85 ksi, F, , = 120 ksi) with the exception of the 1/4" HDI/HD) -L in f'c = 6000 psi concrete which is based upon the use of a SAE Grade 8 bolt (f = 120 ksi, F, = 150 ksi). "" Carbon Steel HDI Allowable Load in Lightweight Concretes° Anchor installed in 3000 psi (20.7 MPa) Anchor Installed Through Steel Decking into Anchor size Lt. Wt. Concrete 1 3000 psi (20.7 MPa) Lt. Wt. Concrete' in. (mm) Tension Ib (kN) Shear Ib (kN) Tension Ib (14N) Shear ib (kN) .HDI - ( 6.4) 465 (2.1) 340 (1.5) 530 (2.4) 335 (1.5) HDI - 3 /a ( 9.5) 755 (3.4) 940 ( 4.2) 880 (3.9) 1010 (4.5) _ HDI - (12.7) 1135 (5.0) 1700 ( 7.6) 1105 (4.9) 1755 (7.8) HDI - 5 /8 (15.9) 1465 (6.5) 2835 (12.6) - - HDI - (19.1) 2075 (9.2) 3680 (16.4) - - - - 1. The tabulated shear and tensile values are for anchors installed in structural lightweight concrete having the designated ultimate compressive strength at the time of installlation. The concrete must comply with ASTM C 330 -77. 2. The tabulated shear and tensile values are for anchors installed through 20 gauge intermediate decking into structural lightweight concrete having the designated ultimate strength at the time of installation. The concrete must comply with ASTM C 330 -77. Anchors were located in the valley of the fluted deck. 3. The allowable values are based on the use of SAE Grade 2 bolts installed in the anchors. 4. Based on using a safety factor of 4 • Stainless Steel HDI Ultimate Loads in Concrete Anchor size 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) in. (mm) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) SS HDI - ( 6.4) 1930 ( 8.6) 2400 (10.7) 2950 (13.1) 2400 (10.7) SS HDI - 3 /a ( 9.5) 4170 (18.5) 4920 (21.9) 5850 (26.0) 4920 (21.9) SS HDI - (12.7) 7350 (32.7) 11040 (49.1) 9630 (42.8) 11040 (49.1) SS HDI - (15.9) 10540 (46.9) 18040 (80.2) 15100 (67.2) 18040 (80.2) SS HDI - (19.1) 15340 (68.2) - 22320 (99.3) • • 20130 (89.5) 22320 (99.3) Stainless Steel HDI Allowable Loads in Concrete Anchor size 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) In. (mm) Tension lb (kN) Shear Ib (kN) Tension lb (kN) Shear Ib (kN) HDI - ( 6.4) 480 ( 2.1) 600 ( 2.7) 740 ( 3.3) 600 ( 2.7) HDI -3/4 ( 9.5) 1040 ( 4.6) 1230 ( 5.5) 1460 ( 6.5) 1230 ( 5.5) HDI - (12.7) 1840 ( 8.2) 2760 (12.4) 2410 (10.7) 2760 (12.3) HDI - (15.9) 2630 (11.7) 4510 (20.1) 3770 (16.8) 4510 (20.1) HDI - (19.1) 3830 (17.0) 5580 (24.8) 5030 (22.4) 5580 (24.8) Note: The ultimate and allowable shear values are based on the use of Type 18 -8 bolts. H8tl Product Technical Guide 2001 • Hiiti U.S.: 1-800-879-8000 / www.us.hitti.com • Hiltl Canada: 1-800-363-4458 / www.ca.hilti.com 135 Anchoring Systems 11=1116. 1 . HDI / HDI -L Drop -In Anchor 4.3.5 . Anchor Spacing and Edge Distance Guidelines (see Anchoring Technology section 41.3) Influence of Anchor Spacing and Edge Distance f, t, N Anchor in. 1 /4 3 /e 1 /2 6 /8 3/4 Size (mm) (6.4) (9.5) (12.7) (15.8) (19.1) v 8 p N In. 1 1' /, 2 2'!. 3'/m %0 (mm) (25) (40) (51) (65) (81) h,,,,,= standard embedment depth • Anchor Spacing Adjustment Factors Edge Distance Adjustment Factors 3.0 - Shear & - Tension 3.0- c, Shear 1 2.0 - SM„ _ c Tension S _ X 2.0 - •n limn) , h„.,, _ ' 0 _ 1.0- 1.- - _ 0 1 1 1 1 I 1 I 1 1 I 0 0 .2 .4 .6 .8 1.0 0 .2 .4 .6 .8 1.0 Anchor Spacing Adjustment Factor Edge Distance Adjustment Factor (f.l (fay. fax) S =Actual SPa9 c = Actual edge distance s„„ = 2.0 h„,„ c.. = 2.0 h s, = 3.5h„,„ c, = 3.0 h. Load Adjustment Factors (Anchor Spacing) f, Load Adjustment Factors (Edge Distance) f Tension/Shear Loads Tension, f 141 Shear, f Spacing Anchor Diameter Edge Distance Anchor Diameter Anchor Diameter s c - - in. (mm) '/4 '/a '/z '/a 3/4 In. (mm) '/ '/a 1/2 'h 1/4 '/4 '/a '/2 '/a 3/4 2 ( 51) .50 2 ( 51) .80 : .65 21/2 ( 64) .67 2'/2 ( 64) .90 - .83 3 ( 76) .83 .50 3 ( 76) 1.0 .80 1.0 .65 • 31/2 ( 89) 1.0 .58 , 31/2 ( 89) .85 .73 • 4 (102) .69 .50 " . - 4 (102) .91 .80 .85 .65 • • 4'/2 (114) .79 .58 • 4'h (114) .98 .85 .96 .74 • . 5 (127) .90 .67 .50 5 (127) 1.0 .90 .80 1.0 .83 .65 51/2 (140) 1.0 .75 .55 5'h (140) • .95 .83 .91 .70 - 6 (152) .83 .61 .50 6 (152) 1.0 .87 1.0 .77 7 (178) 1.0 .74 .57 61/2 (165) .91 .80 .84 .65 8 (203) .87 .67 7 (178) .95 .84 .91 .72 9 (229) 1.0 .77 8 (203) 1.0 .90 , 1.0 .83 10 (254) .88 9 (229) .96 .94 11 (279) .98 10 (254) 1.0 1.0 12 (305) 1.0 s„,,,= 2.0h„,,,s,= 3.5h,,„ c.,= 2.0h ® ,c,= 3.0h„, c„„= 2.0 h„„ c„= 3.0 h„ f =0.33 h s -0.17 f 0.2 - +0.4 f 0.35 - -0.05 forsa >s >s„„ forc,>c>c,,,, fore, >c >c 136 Hilti Product Technical Guide 2001 • Hilti US.: 1-800-879-8000 / www.us.hilti.com • Hilti Canada: 1-800-363-4458 / www.cahllti.00m MI I `T I Anchoring Systems . 4.3.5 HDI / HDI -L Drop -In Anchor 4.3.5.4 INSTALLATION INSTRUCTIONS A4.4- • • • • • i . C l . j.. ..0" • - :: ': • ' . .. t ..."°.- ...ow 4 ::. owtiimitti■MIKILIL i . + r . • � r ✓ h: L • 4. ... S � ••» T , II • y + f" of: • .t •••.. • • - • 4 1. Adjust depth gauge so that 2. Hammer drill hole. 3. Clean hole. 4. Install anchor using proper set- • anchor will be flush with ting tool. Setting tool to be dri- the concrete surface when ven into anchor until setting tool installed. shoulder meets top of anchor. 4.3.5.5 ORDERING INFORMATION HDI Products Anchor Carbon Steel Stainless Steel Quantity zfrl Thread Size Description Item No. Description item No. Description Item No. Per Box 1 /4" HDI 1 14 00045752 HDI -L 1 /4 247818 HDI (SS 303) 1 /4 00045787 100 I 3 /8" HDI 3 /8 00045753 HDI -L 3 /4 247817 HDI (SS 303) 3 /8 00045788 50 1 /2" HDI 1 /2 00045754 HDI -L 1 /2 247816 HDI (SS 303) 1 /2 00045789 50 3 /e" HDI 5 /8 00045755 - - HDI (SS 303) 5 /8 00045790 25 3 /4" HDI 3 /4 00045756 - - HDI (SS 303) 3 /4 00045791 25 Setting Tools for HDI / HDI -L Anchors Anchor Hand Setting Tools Automatic Setting Tools 1 Thread Size Description Item No. Description Item No. 1 /4" HST' /4Setting Tool 00032978 — — 3 /8" HST 3 /a Setting Tool 00032979 HSD -MM 3/8" (TE- C- 24SD10 3/8" Setting tool) 00243751 ' /z" HST 'hSettingTool 00032980 HSD -MM 1/2" (TE-C-24S012 1/2" Setting tool) 00243752 5 /8" HST 5 /a Setting Tool 00032981 — — 3 /4" HST 3/4 Setting Tool 00032982 — e _ — 1. Use automatic setting tools with TE -5, TE -5A, TE -15, TE -18, and TE -25 rotary hammer drills. • • Mb Product Technical Guide 2001 • HBO US.: 1.800-879-8000 / www.us.hilri.com • Hilti Canada 1-800-363-4458 / www.cahllti.com 137 • Anchoring Systems :N I ` ; HDI -P Drop -In Anchor 4.3.6 4.3.6.1 PRODUCT DESCRIPTION The Hilti HDI -P Drop -In anchor is an internally threaded, flush mounted • expansion anchor for solid and hollow concrete. fi • Product Features • Optimized 3/4" anchor length to allow reliable fastenings in hollow core panels, pre-cast plank & post tension slabs • Shallow drilling enables fast installation • Up provides flush installation, consistent anchor depth and easy rod alignment • Setting tool leaves mark on flange when anchor is set properly to enable inspection & verification of proper expansion Approvals/Listings Approvals • Factory Mutual (FM) • International Conference of Building Officials (ICBO) Evaluation Report No. 5264 • City of Los Angeles (COLA) Research Report No. 25350 Guide Specifications Expansion Anchors: Expansion anchors shall be flush or shell type which meet the description in Federal Specification FF- S-325, Group VIII, Type 1, for expansion shield anchors. Anchors to be zinc plated in accordance with ASTM B633, Sc. 1, Type III. Anchors shall be Hilti HDI -P anchors as supplied by Hilti, Inc., P.O. Box 21148, Tulsa, OK 74121. Installation: Shell or flush type anchors to be installed in holes drilled with Hilti carbide tipped drill bits. Anchors shall be installed per manufacturer's recommendations. 4.3.6.2 MATERIAL SPECIFICATIONS HDI -P Carbon Steel material meets the requirements of AISI 1110M or AISI 1010 Zinc plated for corrosion protection in accordance with ASTM B633, Sc. 1, Type III 4.3.6.3 TECHNICAL DATA HDI -P Specification Table Average Ultimate Loads, Ib (kN) Allowable Loads, Ib (kN) Description Length Bit Size 4000 psi ('27.6 MPa) Concrete Hollow Core 4000 psi (27.6 MPa) Concrete Holbw Core in. (mm) In. Tension Shear Tension Shear Tension Shear Tension Shear HDI -P 3 /8 3 /4 (19.1) 1 /2' 1900 (8.5) 3000 (13.3) 2100 (9.3) 4000 (17.8) 380 (1.7) 600 (2.7) 420 (1.9) 800 (3.6) 1. For Hilti matched tolerance carbide tipped drill bits, see section 10.4.1. 4.3.6.4 INSTALLATION INSTRUCTIONS 6 WN1 At / • T ft! 1. Set depth gauge 2. Hammer -drill 3. Clean hole. 4. Insert anchor. 5. Insert setting tool 6. Collar of setting tool will on drill. hole. and strike with ham - leave an indentation on mer until anchor is flange of anchor when 4.3.6.5 ORDERING INFORMATION fully set property expanded. HDI -P Products Setting Tools for HDI -P Anchors Description Item No. Quantity/Box Description Item No. HDI -P 3 /8 00243554 100 HSD -G 3 /8" — 3 /4" Setting Tool w/ hand guard 00247776 HST-Ps/8" — Setting Tool 00253784 138 Hilti Product Technical Guide 2001 • Hilti US.: 1-800-879-8000 / www.us.hitti.com • Hilti Canada: 1-800-363-4458 / www.cahllti.com Client S Sheet • C CO NLEE Project /÷ -•= / Dete ` ~ 60, c) ` S ENGINEERS INC. �c,,t �C Subject � S7i2A /,(/ B G•sk. /P6v, 7 8.43 ' GS ®''' �e ./b l... Ink ,47c... ..Cg■9.r.I 4 t ,tr) Jamiln.moi -, \ ,9 .._ \ . �.�.9rwoe" i�� G�, 1-� " 'o .B..7 ��•4,c� 0 41 �.1 ceo' O.44 S 7. / c.,,> #-.e .2.2.7 � � c...r..... .44. r�s.0 /e==>/ 7Sz) • A,/ ~ ,G;.67C I T B,aoos,E i I � . ._ . _ . -- Ili / '- Yi0'Q. _ _ - - Q . 43'�71 f�0 ? -L .- t �,� n .,.../ /K7A' o,e • 7 Y�,0 - .Q 66 ''GlSi7.r.OWQ'C- L . se 2sz "'.4, c, - 72),c, 6 . \ © • • ,3 12/�z /`o . ZO'd - Dui `s..4eauL6u3 aaLu00 VL17=80 £O- 0y-Lnc` Client She et •-•Z C: CON LEE Project / D ate 'sea- 4: 1 ENGINEERS INC. Subject ... ‘"...../ 7 .<3 •'Iti 4 -' B y A A . . ....=?A, -7;,3 ,..5. ,...-..0- .e : ty/ dpe '77eraraci ...4:74:2 , Ai Ark , 4111 7 ____V.: / X b. .. >( . . I . . . ' - - - - 5.4.- < • , .. - ' - .6%e■./ PC< ..-7 (./.e AI 1Z 5 / 4 "; 3 = 11 60. Mi r / ,e .=- "-c . . - ! i I . \,0V A r. /A( ( - 1 f' 3 .:9.viase 7je..areie 4A1 „ .... ) , . - - — l -- 7 - 6,e 21 .--- T • : i il Nt.1 ' .. I z--e.,-,.„‹,,A0.-. ,,c- . 1 _ • i -.....2 o • /„..cp ----::1:: ..e> 1 ,..1.> ' F 1 4 - • C ■Am■a■•■.■■•■kl . . . .' I . •0 e . .... .... \ c 0 ..• --- -- ---- -07..et. , ...v.,- -- 7- Z3:-.57s2c ---- CO'd - Dui 4 s..4eau!_6u3 eaLuo3 VLV:80 £0-0T-Lne Jul 01 03 06:46a p.i I I I _ I i JOE HEKER CONSTRUCTION 16004 SW TUALAT1N- SHERWOOD RD. #118 SHERWOOD, OR 97140 TEL: (503) 849 -2305 FAX: (503) 625 -0715 CCB# 154775 FAX I i TO: Jeff Stanton ATE: 7/1/03 I I I FROM: Joe hekker NUMBER: 503 - 649 -330 RE: Calls. For floor and bracing PAGES: 7 Jeff, call me if you have any questions. I I i Sincerely, 7 Joe I I I ! I i I I I I I I I ! I • I i I I I Jul 01 03 06:46a p.2 Jun -30 -03 10:23A Conlee Engineers, Inc. P.02 CON LEE J H. HFKKER CONSTR _ Slice C ' I CON LEE Project PROVIDFNrF Date 8/3nnv4 v i ENGINEERS INC. Subject CALCULATION INDEX By CJC I I I I � CALCULATION INDEX SUBJECT PAGE EQUIPMENT RESTRAINT PARTIAL. 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