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RECEIVED AP C R �8 20 p �I DGARD IVISIpN SW SPRUCE ST CITY OF TIGARD Approved... N i4?a'a— [' Conditionally Approved [ I See Letter to:Follow { Attached [ Permit Number: ■_ P t -Coo Address: C5- aliy N� By: r*-4711111 Date: 1 FRED MEYER Approved plans � TIGARD — shag be on job site. r , `] OFFICE COPY SPECIAL INSPECTION REQUIRED State of Oregon Structural Specialty Code ❑ Conc to and Reinforcing Sl el Its Installed in Concrete ❑ Special Moment-Resisting Concrete Frame ❑ Reinforcing St3e1&Prestressing Steel Tendons \ ❑ Structural Wel sing ❑ High-Strenght Bolting A ❑ Structural Masonry NORTH❑ Reinforced Gypsum Concrete �\G ❑ Insulating Concrete Fill G\F�G ❑ Spray Applied Fire-Resistive = :Its?, ❑ Kings,Drilled Piers :•• Caisson? 0 Shotcrete ❑ Special .ding,Excavation a filing ❑ S •ke-Control Systems roc ran ❑ Other Inspections 7550 S.W. Tech Center Drive #220 TIGARD, OR 97223 TIGARD FRED MEYER 503-234-6564 GENERATOR SITE PLAN 11565 SW PACIFIC HIGHWAY, TIGAR, OR APRIL 11, 2013 SCOPE OF WORK 1. REMOVE UNDERGROUND STORAGE TANK REFRIDGERATION 2. REMOVE DAY TANK FUEL SYSTEM TEMPORARY EQUIPMENT 3. REPLACE DIESEL GENERATOR WITH NEW 80KW GENERAC WITH A 189 GALLON STORAGE SUB BASE FUEL TANK. CONTAINER 4. INSTALL NEW GENERATOR IN EXISTING GENERATOR ROOM 5. INSTALL NEW GENERATOR r ANNUNCIATOR PANEL NEAR EXIT 6. INSTALL NEW 150A ATS SWITCH b'AAE » NOTES 1. EXISTING EMERGENCY LOADS TO REMAIN UNCHANGED. 0 0 UNDERGROUND FUEL STORAGE TANK GENERA' OR ROOM EDP - SUB ATS ELEC - ROOM TIGARD FRED MEYER GENERATOR SITE PLAN 1 11565 SW PACIFIC HWY 4SDPB TIGARD, OR 97223 o, m TX < MAIN ELECTRIC n ROOM m cac ran 7550 S.W. Tech Center Drive #220 TIGARD, OR 97223 503-234-6564 UTILITY 277/480Y L. ,._,Lj 30,4W r-n BUILDING MAIN SERVICE OUTSIDE BACK OF STORE / PANEL 4SDPB INSIDE MAIN ELECTRIC ROOM I LiEXISTING FEEDER SCHEDULE 200A FUSED SWITCH WITH (1) 2"EMT W/250 ALUMINUM 150 A FUSES (2) 1 'h" EMT WITH 4#1 CU (2) 150A (1) EXISTING ONAN 200A 2771480V 90KW —0 oo AUTOMATIC GENERATOR TRANSFER SWITCH (1) EDP PANEL IN SUB ELECTRIC ROOM I/ I/ I/ I/ Y v v y M J X X O H O O H o ° I- car ran° ° A.._ w w U- 7550 S.W. Tech Center Drive #220 TIGARD, OR 97223 503-234-6564 Location TIGARD FRED ONE LINE DIAGRAM- MEYER EXISTING Detail FEEDER RISER DIAGRAM TIGARD FRED MEYER 11565 SW PACIFIC HWY TIGARD, OR, 97223 DATE APRIL 11, 2013 • FEEDER SCHEDULE (1) 1 Yz"EMT WITH 4 #1CU UTILITY (2) 1 1/4" EMT WITH 4#1CU 277/480Y LI W/#6GROUND 30,4W ,1 BUILDING MAIN SERVICE OUTSIDE BACK OF STORE SCOPE OF WORK PANEL 4SDPB INSIDE MAIN ELECTRIC ROOM 1. REMOVE UNDERGROUND STORAGE TANK EXISTING 2. REMOVE DAY TANK FUEL 150A FUSED SYSTEM YSTEM 3. REPLACE DIESEL GENERATOR (1) WITH NEW 80KW GENERAC WITH A 189 GALLON SUB BASE FUEL TANK. r I 4. INSTALL NEW GENERATOR IN I NEW 80KW 1 NEW I EXISTING GENERATOR ROOM DIESEL 1 125A I 150A 277/480V 1 5. INSTALL NEW GENERATOR GENERATOR (2) J AUTOMATIC I ANNUNCIATOR PANEL NEAR EXIT WITH 189 I I TRANSFER I 6. INSTALL NEW 150A ATS SWITCH GALLON SUB I I SWITCH I BASE FUEL TANK I I I I I I I I I I I I . I I(2) 1 1 EDP PANEL IN SUB I ELECTRIC ROOM I I/ I/ I/ I/ Y Y `• y M J X X H 0 O H 0 O H 0 - I- car ran„..._ ww a ° w w .........-- LL LL 7550 S.W. Tech Center Drive #220 TIGARD, OR 97223 503-234-6564 Location TIGARD FRED ONE LINE DIAGRAM- MEYER FEEDER RISER Detail PROPOSED DIAGRAM TIGARD FRED MEYER 11565 SW PACIFIC HWY TIGARD, OR, 97223 DATE APRIL 11, 2013 Illy r ELECTRICAL -■u COMMUNICATIONS SPECIAL PROJECTS/SERVICE NOB AUDIONISUAL Met car ran SECURITY MARINE MOO 11111111 Tigard Fred Meyer ATS Load Study 11565 SW Pacific Hwy South NOM Tigard, OR 97223 == 30 day load study in progress. NINI Peak KW Load 56.9KW *125% =71.25KW -N -N --..a' Y TREND W H 15.6kW a 20.OkU c 21.3kW 30.0k FULL 4 502:42:30 40' I=-a SI M 30.0k MEM •1 . k -. :30.0ky�,,,� M EI z rui��Ylmu� +w� r►rr- �rf iMri0 c 10.0k 70.0k Mai M! 1.4 • WIN M18�113 082258 277U 60Hz 36 WYE DEFAULT PREY. CURSOR ZOOM 4C0 =: NEXT OH OFF CURSOR ► METER ! , i POWER & ENERGY TREND W M. R 12.1kU 30.0k FULL 1' 502:43:56 ■ -6x 0-034 - 10.0k e - .. 30.0k ME B 10.0k 30.6k •N IN 1♦ 10.0k 70.0k Mai Min t♦ Irn Aw 04/05/13 10:52:58 277U 60/1230 WYE DEFAULT PREY. CURSOR ZOOM 4'0 EOM NEXT "" OH OFF CURSOR o MET RUN > , NEI MOM VIM ISM MIN NMI MIN WESTERN WA 12500 Aurora Avenue N,P.O.Box 33524,Seattle,WA 98133 T(206)367-1900 F(206)368-3197 MOM EASTERN WA.ID.MT 11115 E Montgomery Drive,Suite E,Spokane Valley,WA 99206 T(509)921-8900 F(509)921-0500 OREGON 7550 SW Tech Center Drive,Suite 220,Tigard,OR 97223 T(971)205-4242 F(971)205-4268 CCB72942 a111 cochraninc.com N mom sm ANCHOR DETAIL 1. INSTALL 6 EPDXY ANCHORS 2.POWERS PE1000 EPDXY 3.FOLLOW INSTALLATION INSTRUCTION PER SPECIFICATIONS INCLUDED 4.%"THREADED ROD(x6) 5.Drill Depth 5" + + + SD080 OPEN SET INDOOR GENERATOR 31831bs + + FLOOR PLAN- TIGARD FRED MEYER ANCHOR DETAIL car ran TIGARD FRED MEYER 7550 S.W. Tech Center Drive #220 11565 SW PACIFIC HWY SOUTH TIGARD, OR 97223 TIGARD. OR, 97223 503-234-6564 -Powers PE1000+'" PRODUCT INFORMATION FASTENERS PE1000+ Epoxy Injection Adhesive Anchoring System PRODUCT DESCRIPTION SECTION CONTENTS Page No. The PE1000+ is a two-component, high strength adhesive anchoring system.The system General Information 1 includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole Installation Specifications 2 cleaning equipment. The PE1000+ is designed for bonding threaded rod and reinforcing bar Installation Instructions 3 hardware into drilled holes in concrete base and solid masonry materials. Performance Data 6 GENERAL APPLICATIONS AND USES Ordering Information 17 •Bonding threaded rod and reinforcing bar into hardened concrete and grouted CMU N •Evaluated for installation and use in dry and water-saturated concrete including water-filled holes • •Suitable to resist loads in cracked or uncracked concrete base materials for cases where anchor design theory and criteria applies 4 •Qualified for seismic and wind loading(see ESR-2583) •Qualified for use in hammer-drill and diamond core drilled holes • Can be installed in a wide range of base material temperatures FEATURES AND BENEFITS PE1000+dual cartridge and mixing nozzle + Designed for use with threaded rod and reinforcing bar hardware elements +Consistent performance in low and high strength concrete(2,500 to 8,500 psi) + Evaluated and recognized for freeze/thaw performance PACKAGING + Evaluated and recognized for long term and short term loading (see performance tables for applicable temperature ranges) Dual (side-by-side) Cartridge +Evaluated and recognized for variable embedments(see installation specifications) 13 fl.oz.(385 ml) +Cartridge design allows for multiple uses using extra mixing nozzles 20 fl.oz.(585m1) + Mixing nozzles proportion adhesive and provide simple delivery method into drilled holes 47 fl.oz.(1400m1) • + Easy dispensing reduces applicator fatigue STORAGE LIFE&CONDITIONS APPROVALS AND LISTINGS Two years in a dry,dark environment with International Code Council,Evaluation Service(ICC-ES)ESR-2583 temperature ranging from 41°F to 95°F Code compliant with the 2009 IBC,2009 IRC,2006 IBC,2006 IRC,2003 IBC,2003 IRC,and 1997 UBC (5°C to 35°C) Tested in accordance with AC308 for use in structural concrete according to ACI 318 Appendix D (Strength Design)and as amended by provisions of ICC-ES AC308 Annex A,Section 3.3(wwwicc-es.org) ANCHOR SIZE RANGE (TYP.) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and 318" to 1-1/4" diameter threaded rod uncracked concrete including seismic and wind loading Compliant with NSF/ANSI Standard 61 for drinking water system components—health effects; No.3 to No.10 reinforcing bar(rebar) minimum requirements for materials in contact with potable water and water treatment Conforms to requirements of ASTM C 881,Types!,II,N and V,Grade 3,Classes B&C SUITABLE BASE MATERIALS (also meets type III except for elongation) Normal weight concrete Department of Transportation listings—see www.powers.com or contact transportation agency Grouted concrete masonry GUIDE SPECIFICATIONS 10.,�°Nt Sm CSI Divisions:03151-Concrete Anchoring,04081-Masonry Anchorage and 05090-Metal Fastenings. L_EM Adhesive anchoring system shall be PE1000+as supplied by Powers Fasteners, Inc., Brewster, NY. �F • 41114C.A Anchors shall be installed in accordance with published instructions and requirements of the Authority Having Jurisdiction. This Product Available In PD!. Powers Design Assist Real Time Anchor Design Software www.powersdesignassist.com 1 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA:(800)524-3244 or(914)235-6300 ?owers FASTENERS PRODUCT INFORMATION PE1000+" INSTALLATION SPECIFICATIONS ' Installation Specifications for Threaded Rod and Reinforcing Bar Dimension/Property Notation Unit Nominal Anchor Size - ihreaded Rod - - 3/8" 1/2" 5/8" 3/4" 7/8" 1" - 1-1/4" - Reinforcing Bar - - #3 #4 #5 #6 #7 #8 #9 - #10 Nominal anchor diameter d in. 0.375 0.500 0.625 0.750 0.875 1.000 1.125 1.250 1.250 (mm) (9.5) (12.7) (15.9) (19.1) (22.2) (25.4) (28.6) (31.8) (31.8) Carbide drill bit nominal size do(dbitl in. 7/16 9/16 11/16 or 7/8 1 1-1/8 1-3/8 1-3/8 1-1/2 VI ANSI ANSI 3/4 ANSI ANSI ANSI ANSI ANSI ANSI ANSI W Diamond core bit nominal size do ldbitl in. - 5/8 3/4 7/8 1 1-1/8 - - - > VI w in. 2-3/8 2-3/4 3-1/8 3-1/2 3-1/2 4 4-1/2 5 5 Minimum embedmentl hef,min (mm) (61) (70) (79) (89) (89) (102) (114) (127) (127) CI in. 4-1/2 6 7-1/2 9 10-1/2 12 13-1/2 15 15 a Maximum embedmentl hefmax (mm) (114) (153) (191) (229) (267) (305) (343) (381) (381) in. he/+1-1/4 Minimum concrete member thickness) hmin (mm) (he/+30) he/+2d0 in. 1-7/8 2-1/2 3-1/8 3-3/4 4-3/8 5 5-5/8 6-1/4 6-1/4 Minimum spacing distancel smin (mm) (48) (62) (80) (95) (111) (127) (143) (159) (159) in. 1-3/4 2-3/4 Minimum edge distance) (-min (mm) (45) (70) Fort 2 Sd 15 33 60 105 125 165 280 ft.Ibf. (20) (44) (81) (142) (169) (223) (379) Maximum torque - Tinst (N-m) For c<Sd 7 15 27 47 56 74 126 (9) (20) (36) (63) (75) (100) (170) For c t Sd 10 25 50 90 125 165 280 ft.-Ibf. (13) (33) (67) (122) (169) (223) (379) Maximum torque2 Tinst (N-m) For c<Sd 5 11 22 40 56 74 126 - (6) (14) (29) (54) (75) (100) (170) Effective cross sectional area of threaded rod A5P in.2 0.078 0.142 0.226 0.335 0.462 0.606 0.969 (mm2) (50) (92) (146) (216) (298) (391) (625) Effective cross sectional area of reinforcing bar As e in.2 0.110 0.200 0.310 0.440 • 0.600 0.790 1.000 1.270(mm )2 (71) (129) (200) (284) (387) (510) (645) (819) 1. For use with the design provisions of ACI 318 Appendix D and ICC-ES AC308 Appendix A,Section 3.3 and ESR-2583. 2.Applies to ASTM A36/F 1554 Grade 36 threaded rods. Detail of Steel Hardware Elements used with Minimum Minimum Injection Adhesive System Steel Description Steel Specification Nominal Anchor Size Yield Ultimate (General) (ASTM) (inch) Strength Strength fy(ksi) fu(ksi) 1 C 1 A 36 or F 1554, Threaded Rod T ® �- Grade 36 36.0 58.0 or Rebar SIPS Carbon Rod F 1554 Grade 55 3/8 through 1-1/4 55.0 75.0 r- -__ --1 —r 1 L_ -' A 193,Grade B7 or C 105.0 1200 F 1554,Grade 105 -. .'.,d r Stainless Rod F 593 3/8 through 5/8 65.0 100.0 •,•-:, a� (Alloy 304/316) Condition CW 3/4 through 1-1/4 45.0 85.0 t' + A615,or • Grade 60 3/8 through 1-1/4 60.0 90.0 i =-- • ' A 767,A 996 g r• Iry i', n Reinforcing Bar (#3 through#10) A 706 60.0 80.0 d° 1~''...,.i. Grade 40 3/8 through 3/4 • '' •': Reinforcing Bar A 615 (#3 through#6) 40.0 60.0 f Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 2 -Powers PE1000+' PRODUCT INFORMATION FASTENERS INSTALLATION INSTRUCTIONS (SOLID BASE MATERIALS) HAMMER DRILLING 1 - Drill a hole into the base material with a rotary hammer drill tool to the size and embedment required *1 by the selected anchor(reference installation specifications for threaded rod and reinforcing bar).The K tolerances of the carbide drill bit should meet the requirements of ANSI Standard B212.15. Precaution:Wear suitable eye and skin protection.Avoid inhalation of dusts during drilling and/or removal. n n Note!After drilling and prior to hole cleaning, all standing water in the drilled bore hole must be removed if present(e.g.vacuum, compressed air, etc.) N HOLE CLEANING (HAMMER DRILLED HOLES) BLOW 4x, BRUSH 4x, BLOW 4x "$ C r 2a- Starting from the bottom or back of the anchor hole, blow the hole clean using a compressed air nozzle(min.90 psi)or a hand pump(supplied by Powers Fasteners)a minimum of four times(4x). d. •Use a compressed air nozzle(min. 90 psi)or a hand pump(min. volume 25 fl. oz.)for anchor rod 3/8" to 3/4" diameter or reinforcing bar(rebar)sizes#3 to#6. •Use a compressed air nozzle(min. 90 psi)for anchor rod 7/8" to 1-1/4" diameter and rebar sizes #7 to#10. A hand pump shall not be used with these anchor sizes. 4) id 2b-Determine wire brush diameter(reference hole cleaning equipment selection table)and attach A 11'pp, the brush with adaptor to a rotary drill tool or battery screwgun. Brush the hole with the selected wire brush a minimum of four times(4x). A brush extension(supplied by Powers Fasteners, Cat. #08282)should be used for holes drilled deeper than the listed brush length. kThe wire brush diameter should be checked periodically during use. The brush must be replaced if it becomes worn (less than Dmin, reference hole cleaning equipment selection table)or does not come into contact with the sides of the drilled hole. 2c- Finally, blow the hole clean again a minimum of four times(4x). • Use a compressed air nozzle(min. 90 psi)or a hand pump(min. volume 25 fl. oz.)for anchor rod - - - 3/8" to 3/4" diameter or reinforcing bar(rebar)sizes#3 to#6. • Use a compressed air nozzle(min. 90 psi)for anchor rod 7/8" to 1-1/4" diameter and rebar sizes #7 to#10. A hand pump shall not be used with these anchor sizes. When finished the hole should be clean and free of dust, debris, ice, grease, oil or other foreign material. Next go to Step 3. • (Continued on next page) 3 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA:(800)524-3244 or(914)235-6300 -Powers FASTENERS PRODUCT INFORMATION PE1000+'" INSTALLATION INSTRUCTIONS (SOLID BASE MATERIALS) ' CORE DRILLING .., x 1 - Drill a hole into the base material with a rotary hammer drill tool to the size and embedment required by the selected anchor(reference installation specifications for threaded rod and reinforcing bar).The , : 4 „:r' tolerances of the carbide drill bit should meet the requirements of ANSI Standard 8212.15. ill I Drill a hole into the base material with core drill to the size and embedment required by the selected steel hardware element(see Table III). Precaution:Wear suitable eye and skin protection.Avoid inhalation of dusts during drilling and/or W removal. V1 Precaution:Wear suitable eye and skin protection.Avoid inhalation of dusts during drilling and/or removal. _ CI Note! After drilling and prior to hole cleaning, all standing water in the drilled bore hole must be removed if present(e.g. vacuum, compressed air,etc.) Q HOLE CLEANING (CORE DRILLED HOLES)- '-RINSE,BRUSH 2x, RINSE, BLOW 2x, BRUSH 2x,BLOW 2x lc 2a - Starting from the bottom or back of the drilled anchor hole, rinse/flush the hole clean with water (water line pressure)until clear water comes out. RINSE 2b- Determine brush diameter(see Table I)for the drilled hole and attach the brush with adaptor to a rotary drill tool or battery screw gun.Brush the hole with the selected wire brush a minimum of two times(2x). 11,13Thp X: . r aA brush extension(supplied by Powers Fasteners)must be used for holes drilled deeper than the listed brush length.The wire brush diameter must also be checked periodically during use(Obrush>Dmin, see Table I).The brush should resist insertion into the drilled hole, if not the brush is too small and must be BRUSH 2x replaced with the proper brush diameter. REPEAT RINSING 2c- Repeat Step 2a again by rinse/flushing the hole clean with water. Following this remove all standing water completely(e.g. vacuum, compressed air, etc.) prior to further cleaning. To attain a dried borehole a Powers compressed air nozzle is recommended. IlI, 2d- Starting from the bottom or back of the drilled anchor hole, blow the hole clean(free of Use a compressed air nozzle(min. 90 psi)for all sizes of anchor rod and reinforcing bar(rebar). BLOW 2x 2e- Repeat Step 2b again by brushing the hole with a wire brush a minimum of two times(2x).. 2f- Repeat Step 2d again by blowing the hole clean a minimum of two times(2x). REPEAT BRUSHING 2x When finished the hole should be clean and free of dust, debris, ice, grease, oil or other foreign material. . REPEAT BLOWING 2x -. Next go to Step 3. (Continued on next page) f Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 4 ?owers FASTENERS PRODUCT INFORMATION PE1000+TM INSTALLATION INSTRUCTIONS (SOLID BASE MATERIALS) PREPARING 3-Check adhesive expiration date on cartridge label. Do not use expired product. Review Material Safety Data Sheet(MSDS)before use.Cartridge temperature must be between 41°F- 104°F(5°C-40°C)when in use. Consideration should be given to the reduced gel time of the adhesive in warm temperatures. Attach a supplied mixing nozzle to the cartridge. Do not modify the mixer in any way and make sure the mixing element is inside the nozzle. Load the cartridge into the correct dispensing tool. A new mixing nozzle must be used for every working interruption longer than the published working times(reference gel time and curing time table)as well as for new cartridges. 4- Prior to inserting the anchor rod or rebar into the filled bore hole, the position of the embedment depth has to be marked on the anchor.Verify anchor element is straight and free of �yy surface damage. ha 5-For new cartridges and nozzles: prior to dispensing into the anchor hole,squeeze out separately a minimum three full strokes of the mixed adhesive.Discard non-uniform adhesive until the mixed adhesive * shows a consistent red color. Review and note the published working and cure times(reference gel time and curing time table)prior to injection of the mixed adhesive into the cleaned anchor hole. INSTALLATION 6- Fill the cleaned hole approximately two-thirds full with mixed adhesive starting from the bottom or back of the anchor hole. Slowly withdraw the mixing nozzle as the hole fills to avoid creating air pockets or voids. For embedment depth greater than 7-1/2" an extension nozzle(3/8" dia.) must be ---�• used with the mixing nozzle. Piston plugs(see Adhesive Piston Plug Table)must be used with and attached to mixing nozzle and extension tube for horizontal and overhead installations with anchor rod from 3/4" to 1-1/4" diameter and rebar sizes#6 to#10. Insert piston plug to the back of the drilled hole and inject as With Piston Plug described in the method above. During installation the piston plug will be naturally extruded from ° the drilled hole by the adhesive pressure. - — Rr i I Attention! Do not install anchors overhead without proper training and installation hardware provided by Powers Fasteners. Contact Powers for details prior to use. 7-The anchor should be free of dirt, grease, oil or other foreign material. Push clean threaded rod or reinforcing bar into the anchor hole while turning slightly to ensure positive distribution of the adhesive until the embedment depth is reached. Air pockets are present when the threaded rod or rebar springs or air pockets burst during installation. In case of air pockets: remove rod or rebar, let the adhesive harden, re-drill the hole and repeat the complete installation. 8-Be sure that the anchor is fully seated at the bottom of the hole and that some adhesive has flowed " * from the hole and all around the top of the anchor. If there is not enough adhesive in the hole, the installation must be repeated. For overhead applications the anchor must be secured from moving/falling P pP� during the cure time(e.g.wedges). Minor adjustments to the anchor may be performed during the gel time but the anchor shall not be moved after final placement and during cure. (Continued on next page) Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 5 -Powers FASTENERS PRODUCT INFORMATION PE1000+T" INSTALLATION INSTRUCTIONS (SOLID BASE MATERILAS) CURING AND FIXTURE e 9 9- Allow the adhesive anchor to cure to the specified full curing time prior to applying any load 68"F (reference gel time and curing time table). Do not disturb,torque or load the anchor until it is fully cured. •k 10-After full curing of the adhesive anchor,a fixture can be installed to the anchor and tightened up to VI the maximum torque(reference gel time and curing time tab/e)by using a calibrated torque wrench. W VI Take care not to exceed the maximum torque for the selected anchor. w 2 iI Q REFERENCE TABLES FOR INSTALLATION Gel(working)Time and Curing Table Temperature of base material of oC Gel(working)time Full curing time 41 5 180 minutes 50 hours 50 10 120 minutes 24 hours 68 20 30 minutes 10 hours 86 30 20 minutes 6 hours 104 40 20 minutes 4 hours Hole Cleaning Equipment Selection Table for PE1000+ • Threaded rod ANSI drill/Core bit Min.brush Rebar size Brush length,L Steel wire Blowout Number of diameter diameter diameter,Dmin brush (inch) (no.) (inch) (inches) (inches) (Cat#) 1 tool cleaning actions 3/8 #3 7/16 0.475 6-3/4 08284 1/2 #4 9/16 0.600 6-3/4 08285 Hand-pump cat#08280 11/16 0.735 7-7/8 08286 or 5/8 #5 compressed air 3/4 0.790 7-78 08278 nozzle 4x blowing (min.90 psi) 3/4 #6 7/8 0.920 7-7/8 08287 4x brushing 7/8 #7 1 1.045 11-7/8 08288 4x blowing 1 #8 1-1/8 1.175 11-7/8 08289 Compressed air nozzle only 1-1/4 #9 1-3/8 1.425 11-7/8 08290 (min.90 psi) - #10 1-1/2 1.550 11-7/8 08291 1 1.An SDS-plus adaptor(Cat.#08283)or Jacobs chuck style adaptor(Cat.#08296)is required to attach a steel wire brush to the drill tool. 2.For installations with 5/8 threaded rod and#5 rebar size,the preferred ANSI drill bit diameter is 314-inch. If an 11/16-inch ANSI drill bit is used the user must check before injecting the adhesive to verify that the steel anchor element can be inserted into the deaned bore hole without resistance. Adhesive Piston Plugs Threaded rod Rebar ANSI drill/core bit Plug Plastic Horizontal and diameter size diameter Size Plug overhead installations (inch) (no.) (inch) (inch) (Cat.# 3/4 #6 7/8 7/8 08300 • 7/8 #7 1 1 08301 1 #8 1-1/8 1-1/8 08303 la . 1-1/4 #9 1-3/8 1-3/8 08305 - #10 I 1-1/2 1-1/2 08309 A plastic extension tube(3/8"dia.,Cat#08281)must be used with piston plugs. f — Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.povwrs"com 6 -Powers PE1000+'M PRODUCT INFORMATION FASTENERS • PERFORMANCE DATA Tension Design Information for Threaded Rod and Reinforcing Bar in Normal-Weight Concrete (For use with load combinations taken from ACI 318 Section 9.2)1.2 Nominal Anchor Size Design Characteristic Notation Units 3/8" 12" 5/8" 3/4" 7/8" 1" - 1-1/4" #3 #4 #5 #6 #7 _ #8 _ #9 #10 Minimum embedment h in. 2-3/8 2-3/4 3-1/8 3-1/4 3-1/4 4 4-1/2 5 efmin O (60) (70) (79) (89) (89) (102) (119) (127) STEEL STRENGTH IN TENSION; A Effective cross sectional area of threaded rod Ase in2 0.078 0.142 0.226 0.335 0.462 0.606 0.969 CI (mm2) (50) (92) (146) (216) (289) (391) (625) = ASTM A 36 or F 1554 4,495 8,230 13,110 19,400 26,780 35,130 56,210 111 Grade 36 (20.0) (36.6) (58.3) (86.3) (119.1) (156.3) (250.0) - Steel strength in tension �G Grade 55 N5410 lb(kN) (25 9) (47.3) (75.4) (110 6) (154.0) (202.0) (323.3) rC For Carbon Rod ASTM A 193,Grade B7 or 9,685 17,735 ' 28,250 ' 41,810 ' 57,710 75,710 121,135 17l F 1554,Grade 105 (43.1) (78.9) (125.7) (186.0) (256.7) (336.8) (538.8) V1 Strength - Strength reduction factor for tension4 4) - 0.75 Steel strength in tension ASTM FI593,Condition ON Nsaro (kN) (34.5) (63.11)) (100.5) (2 65) I (7 4 6) I (229.0) I (366.4) Stainless Steel Rod Strength reduction factor for tension4 4) - 0.65 Effective cross sectional area of reinforcing bar A5P in2 0.110 0.200 0.310 0.440 0.600 0.790 1.000 1.270 (mmz) (71) (129) (200) (284) (387) (510) (645) (819) ASTM A 615,Grade 60 Nsa10 (kN) (449 0 (80.1) (124.1) (176.1) (240.2) (316030 (400.3) (508.4) Steel strength in tension lb 6,600 12,000 18,600 26,400 For ASTM A 615 ASTM A 615,Grade 40 N„(0 (kN) (29.4) (53.4) (82.7) (117.4) Reinforcing Bars Strength reduction factor for tension4 4) - 0.65 lb Steel strength in tension ASTM A 706,Grade 60 Nsar# (kN) 8,800 I (7.2) I (1103) (156.6) I (8 I (281010) (355.9) I 101,600 (452.0) For ASTM A 706 Reinforcing Bars Strength reduction factor for tension4 4) - 0.75 CONCRETE BREAKOUT STRENGTH IN TENSION Effectiveness factor for uncracked concrete kcunj - 24 • Effectiveness factor for cracked concrete k4cr - Not Applicable 17 Modification factor for cracked and uncracked concretes ky4Nt0 For all design cases use We N=1.0 Critical edge distance ca, (' ) 2hef for h/hefa2; hef[4-(h/ltd)]for 1.3 hef<h<2h 2.7 h for h1 het 51.3 mm Reduction factor for concrete breakout strength 4) - 0.65(Condition B) BOND STRENGTH IN TENSION FOR INSTALLATIONS IN HOLES DRILLED WITH A HAMMER DRILL AND CARBIDE BIT Characteristic bond strength, psi 960 788 733 691 691 691 ' 691 cracked concrete(2,500 psi) rk° (N/mm2) Not Applicable (606) (5.4) (5.1) (4.8) (4.8) (4.8) (4.8) Temperature Range AS Characteristic bond strength, psi 2,110 1,984 1,891 1,818 1,759 1,709 k 1,667 1,629 uncracked concrete(2,500psi) 'kung (N/mm2) (14.5) (13.7) (13,1) (12.6) (12.2) (11.7) (11.5) (11.2) Characteristic bond strength, rkm psi Not Applicable 527 434 404 380 380 • 380 380 Temperature cracked concrete(2,500 psi) (N/mm2) _ (3.6) _ (3.0) (2.8) (2.6) (2.6) (2.6) (2.6) RangeB5•6 7 Characteristic bond strength, psi 1,160 1,091 1,039 1,000 967 939 ' 917 896 uncracked concrete(2,500 psi) rkunu (N/mm2) (7.9) (7.5) (7.2) (6.9) (6.7) (6.5) _ (6.3) (6.2) Dry concrete Ord - 0.65 Permissible Installation Water-saturated concrete vs 0.55 I 0.45 Conditions Kw, - 1.0 I 0.99 I 0.97 Water-filled hole(flooded) Kryf - 0.89 I 0.80 I 0.73 I 0.68 45I 0.63 I 0.60 I 0.57 I 0.55 1.Bond strength values correspond to concrete compressive strength fc= 2,500 psi. For concrete compressive strength,f'cbetween 2,500 and 8,000 psi,the tabulated characteristic bond strength may be increased by a factor of(f cl 2,500)0.12[For SI: f'd17.2)0.12]. See ESR-2583 Section 4.1.8. 2.Temperature Range A:Maximum short-term tempearature=104°F(40°C),maximum long-term temperature=75°F(24°C). 3.Temperature Range B:Maximum short-term tempearature=140°F(60°C),maximum long-term temperature=110°F(43°C).The maximum short term temperature may be increased to 162°F(72°C)for Temperature Range B provided characteristic bond strengths are reduced 10 percent. • 4.The data in this table is intended to be used together with the design provisions of ACI 318 Appendix D and ICC-ES AC308 Annex A,Section 3.3 and ESR-2583. 5.Installation must comply with published instructions and details. Periodic inspection must be performed where required by code or the Authority Having Jurisdiction(AH1). 6.For dutility dassification of steel anchor elements see ESR-2583. 7.The tabulated value of 4)applies when the load combinateions of Section 1605.2.1 of the IBC,Section 1612.2.1 of the UBC,or ACI 318 Section 9.2 are used in accordance with ACI 318 D.4.4. If the load combinations of ACI 318 Appendix C or Section 1909.2 of the UBC are used,the appropriate value of 4)must be determined in accordance with ACI 318 D.4.5. 8.Long term concrete temperatures are foughly constant over significant periods of time. Shor-term elevated temepratures are those that occur over bfief intervals,e.g.as a results of diurnal cycling. 9.For load combinations consisting of short term loads only such as wind,bond strength may be increased by 15%for Temperature Range A and 75%for Temperature Range B. 10.Maximum short term temperature for Temperature Range B may be increased to 162°F(72°C)provided the tabulated dharacterisic bond strengths are reduced by 10%. f 7 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA:(800)524-3244 or(914)235-6300 03 GENERAL. INDUSTRIAL cu 0 . SDO8O Industrial Diesel Generator Set cm EPA Certified Stationary Emergency 1 of 5 ..ft Standby Power Rating 100kVA 80kW 60Hz I. = :: _ • Prime Power Rating .. - M■' 90kVA 72KW 60Hz •4 . . ..— . a Generator image used for illustration purposes only *EPA Certified Prime ratings are not available in the U.S.or its Territories for engine model year 2011 and beyond features benefits Generator Set . _�}_-S ' • PROTOTYPE&TORSIONALLY TESTED ■ PROVIDES A PROVEN UNIT I lop' ''' � �� ■ • UL2200 TESTED t ENSURES A QUALITY PRODUCT • RHINOCOAT PAINT SYSTEM r IMPROVES RESISTANCE TO ELEMENTS '��7 O' • WIDE RANGE OF ENCLOSURES AND TANKS r PROVIDES A SINGLE SOURCE SOLUTION Engine I. i rc- �..- • EPA COMPLIANT • ENVIRONMENTALLY FRIENDLY . 1_ • INDUSTRIAL TESTED.GENERAC APPROVED r ENSURES INDUSTRIAL STANDARDS ��iq�° • POWER-MATCHED OUTPUT r ENGINEERED FOR PERFORMANCE III ' • INDUSTRIAL GRADE r IMPROVES LONGEVITY AND RELIABILITY Alternator I_,., - • TWO-THIRDS PITCH r ELIMINATES HARMFUL 3RD HARMONIC _ • LAYER WOUND ROTOR&STATOR r IMPROVES COOLING • CLASS H MATERIALS r HEAT TOLERANT DESIGN — • DIGITAL 3-PHASE VOLTAGE CONTROL it FAST AND ACCURATE RESPONSE Controls • ENCAPSULATED BOARD W/SEALED HARNESS r EASY,AFFORDABLE REPLACEMENT R _0 s 0 =§ _.. c: • 4-20mA VOLTAGE-TO-CURRENT SENSORS r NOISE RESISTANT 24/7 MONITORING • ® • SURFACE-MOUNT TECHNOLOGY r PROVIDES VIBRATION RESISTANCE 1 EMS • ADVANCED DIAGNOSTICS&COMMUNICATIONS r HARDENED RELIABILITY primary codes and standards NEN114 ,EI. kg iso N GENERAC' INDUSTRIAL ..ro — I POWER CD ° SD080 application and engineering data ENGINE SPECIFICATIONS CO General Cooling System Make Iveco/FPT Cooling System Type Closed EPA Emissions Compliance Stationary Emergency Water Pump Flow Belt Driven Centrifugal ESA Emissions Reference See Emissions Data Sheet Fan Type Pusher 2 of 5 Cylinder# 4 Fan Blade Number 2538 Type Diesel Fan Diameter mm(in.) 26 Displacement-L(cu.in.) 4.5(274) Coolant Heater Wattage 1500 Bore-mm(in.) 105(4.1) Coolant Heater Standard Voltage 120 Stroke-mm(in.) 132(5.2) Compression Ratio 17.5:1 Fuel System Intake Air Method Turbocharged Fuel Type" Ultra Low Sulfur Diesel Fuel Cylinder Head Type 2 Valve Fuel Specifications ASTM Piston Type Aluminum Fuel Filtering(microns) 5 Crankshaft Type Forged Steel Fuel Inject Pump Make Stanadyne Engine Block Type Cast Iron/Wet Sleeve Fuel Pump Type Engine Driven Gear Injector Type __ Mechanical Engine Governing Engine Type Direct Infection Governor Electronic Isochronous Fuel Supply Line-mm(in.) 1/4"NPT Frequency Regulation(Steady State) ±0.25% Fuel Return Line-mm(in.) 1/4"NPT Lubrication System engine Electrical System Oil Pump Type Gear System Voltage 12VDC Oil Filter Type _ i Full Flow Battery Charging Alternator Std Crankcase Capacity-L(qts) 13.6(14.4) Battery Size(at 0"C) 995 CCA Battery Group 31 Battery Voltage 12 Volt DC • Ground Polarity Negative ALTERNATOR SPECIFICATIONS 9�r i,rx r," 390 mm Generac Voltage Regulator Type Digital Poles 4 Number of Sensed Phases 3 Field Type Revolving Regulation Accuracy(Steady State) ±0.25% Insulation Class-Rotor H Insulation Class-Stator H Total Harmonic Distortion <5% Telephone Interference Factor(TIF) <50 Standard Excitation Synchronous Brushless Bearings One-Pre Lubed&Sealed Coupling Direct,Flexible Disc Load Capacity-Standby 100% Prototype Short Circuit Test Yes CODES AND STANDARDS COMPLIANCE WHERE APPLICABLE NFPA 99 BS5514 NFPA 110 SAE J1349 ISO 8528-5 DIN6271 ISO 1708A.5 IEEE C62.41 TESTING ISO 3046 NEMA ICS 1 Rating Definitions: Standby—Applicable for a varying emergency load for the duration of a utility power outage with no overload capability.(Max.load factor=70%) Prime—Applicable for supplying power to a varying load in lieu of utility for an unlimited amount of running time.(Max.load factor=80%)A 10%overload capacity is available for 1 out of every 12 hours. GENERAC INDUSTRIAL a) -......... - (:)W E R C/3 co SD080 operating data (60Hz) ° POWER RATINGS kW O STANDBY PRIME CO Single-Phase 120/240VAC @1.Opf 80 kW Amps: 333 72 kW Amps: 300 Three-Phase 120/208VAC 2 i.8pf 80 kW Amps: 278 72 kW Amps: 250 Three-Phase 120/240VAC @)0.8pf 80 kW Amps. 241 72 kW Amps 217 3 of 5 Three-Phase 277/480VAC @0.8pf 80 kW Amps: 120 72 kW Amps: 108 Three-Phase 346/600VAC @0.8pf 80 kW Amps 96 72 kW Amps 87 STARTING CAPABILITIES(sKVA) sKVA vs.Voltage Dip 480V05 208/240VAC Alternator kW _ 10% 15% 20% 25% 30% 35% 10% 15% 20% 25% 30% 35% Standard 80 59 88 117 147 176 205 44 66 88 110 132 154 Upsizet 100 79 118 157 197 236 275 59 89 118 148 177 206 Upsize 2 125 116 174 232 290 348 406 87 131 174 218 261 305 FUEL Fuel Consumption Rates* STANDBY PRIME Fuel Pump Lift-in(mm) Percent Load gph Iph Percent Load gph Iph 36(900) 25% 2.1 7.9 25% 1.9 7 2 50% 3.7 14.0 50% 3.4 12.9 Total Fuel Pump Flow(Combustion+Return) 75 5.2 19.7 75% 4.7 1 7 8 13.6 gph 100% 6.3 23.8 100% 5.8 22.0 ' 'Refer to"Emissions Data Sheet"for maximum fuel flow for EPA and SCAOMD permitting purposes. COOLING STANDBY PRIME Coolant Flow per Minule gpm(Ipm) 32.7(123.8) 32.7(123.8) Heat Rejection to Coolant BTU/br 232,270 213,830 Inlet Air cfm(m3/min) 6.360(180) 6,360(180) Max.Operating Radiator Air Temp F°(C°) 122(50) 122(50) Max.Operating Ambient Temperature F°(C°) 104(40) 104(40) Coolant System Capacity gal(L) (4.5)17.44 (4.5)17.44 Maximum Radiator Backpressure in H2O 1.5 1.5 COMBUSTION AIR REQUIREMENTS STANDBY PRIME Flow at Rated Power cfm(m3/min) 306(8.67) 1 275(7.80) ENGINE EXHAUST STANDBY PRIME STANDBY PRIME Rated Engine Speed rpm 1800 1800 Exhaust Flow(Rated Output) cfm(m3/min) 790(22.4) 743(21.0) Horsepower at Rated kW** hp 131 127 Max.Backpressure(Post Silencer) inHg(Kpa) 1.5(5.1) 1.5(5.1) Piston Speed fVmin 1559(475) 1559(475) Exhaust Temp(Rated Output) °F(°C) 887(475) 887(475) • BMEP psi 210 194 Exhaust Outlet Size(Open Set) NPT(male) 3.0 3.0 Refer to"Emissions Data Sheet"for maximum bHP for EPA and SCAQMD permitting purposes Deration-Operational characteristics consider maximum ambient conditions.Derate factors may apply under atypical site conditions.Please consult a Generac Power Systems Industrial Dealer for additional details,All performance ratings in accordance with 1503046,H5514,1508528 and DIN6271 standards. ■ a.) GENERAC I INDUSTRIAL c/1 POWER CO ° SD080 standard features and options GENERATOR SET C �r +at CONTROL SYSTEM I co Control Panel �.— • • Genset Vibration Isolation Std O IBC Seismic Certified/Seismic Rated Vibration Isolators Opt • Digital H Control Panel Dual 4x20 Display Std O Extended warranty Opt 0 Digital 0-100 Control Panel-Touchscreen na O Gen Link Communications Software Opt 0 Digital 0-200 Paralleling Control Panel-Touchscreen na 1 of 5 O Steel Enclosure Opt • Programmable Crank Limiter Std O Aluminum Enclosure Opt 0 21-Light Remote Annunciator Opt O Remote Relay Panel(8 or 16) Opt ENGINE SYSTEM i ^�:. d I C • 7-Day Programmable Exerciser Std • Special Applications Programmable PLC Std General • RS-232 Std • Oil Drain Extension Std • RS-485 Std O Oil Make-Up System Opt • All-Phase Sensing DVR Std O Oil Heater Opt • Full System Status Std • Air cleaner Std • Utility Monitoring(Req.H Transfer Switch) Std • Fan guard Std • 2-Wire Start Compatible Std • Radiator duct adapter Std • Power Output(kW) Std • Power Factor Std Fuel System • Reactive Power Std • Fuel lockoff solenoid Std • All phase AC Voltage Std • Secondary fuel filter Std • All phase Currents Std • Stainless steel flexible exhaust connection Std • Oil Pressure Std • Industrial Exhaust Silencer Std • Coolant Temperature Std O Critical Exhaust Silencer Opt • Coolant Level Std O Flexible fuel lines Opt 0 Oil Temperature Opt O Primary fuel filter Opt • Fuel Pressure Std O Single Wall Tank(Export Only) - • Engine Speed Std O UL 142 Fuel Tank Opt • Battery Voltage Std • Cooling System • Frequency Std O 12OVAC Coolant Heater Opt • Date/Time Fault History(Event Log) Std O 208VAC Coolant Heater Opt O Low-Speed Exercise O 240VAC Coolant Heater Opt • Isochronous Governor Control Std O Other Coolant Heater • -40deg C-70deg C Operation Std • Closed Coolant Recovery System Std • Waterproof Plug In Connectors Std • UV/Ozone resistant hoses Std • Audible Alarms and Shutdowns Std • Factory Installed Radiator Std • Not in Auto(Flashing Light) Std • Radiator Drain Extension Std • Auto/Off/Manual Switch Std • E-Stop(Red Mushroom Type) Std Engine Electrical System 0 Remote E-Stop(Break Glass Type,Surface Mount) Opt • Battery charging alternator Std 0 Remote E-Stop(Red Mushroom-Type,Surface Mount) Opt • Battery cables Std 0 Remote E-Stop(Red Mushroom Type,Flush Mount) Opt • Battery tray Std • NFPA 110 Level I and II(Programmable) Std O Battery box Opt • Remote Communication-RS232 Std O Battery heater Opt 0 Remote Communication-Modem Opt • Solenoid activated starter motor Std 0 Remote Communication-Ethernet Opt O 2.5A UL battery charger Opt 0 10A Run Relay Opt O 10A UL float/equalize battery charger Opt Alarms(Programmable Tolerances,Pre-Alarms and Shutdowns) • Rubber-booted engine electrical connections Std O Low Fuel Opt • Oil Pressure(Pre-programmed Low Pressure Shutdown) Std ALTERNATOR SYSTEM _ _ • Coolant Temperature(Pre-programmed High Temp Shutdown) Std • UL2200 GENprotectjM y • Coolant Level(Pre-programmed Low Level Shutdown) Std O Main Line Circuit Breaker VI. 0 Oil Temperature Opt • O 2nd Circuit Breaker Opt • Engine Speed(Pre-programmed Overspeed Shutdown) Std O 3rd Circuit Breaker - • Voltage(Pre-programmed Overvoltage Shutdown) Std O Alternator Upsizing Opt • Battery Voltage Std O Anti-Condensation Heater Opt Other Options O Tropical coating Opt 0 O Permanent Magnet Generator Opt 0 0 GENERAC IINODUSTRIAL ti cu SD080 dimensions, weights and sound levels ° 113.F1I��j ' OPEN SET L�illll 1- .� RUNND TANK HOURS USABLE CAPACITY(GAL) L W 4 WT dBA* CO 93 49 2425 I 'if 11 H 1 r 30 189 40 5 of 5 48 300 93 40 86 3407 8/ L W 56 350 "0 40 86 8U9 81 111, 117 47 86 3790 93 589 128 49 86 4269 s rr s T WEATHERPROOF ENCLOSURE s'II ® ell ® 8111 ® RUN TIME HOURS USABLE CAPACITY(GAL) L W H WT dBA' _ NO TANK 112 41 56 2850 r)a 0' H A,. av 13 79 112 41 69 3372 C 183 112 41 81 3608 • - s•' 48 300 112 41 93 3832 81 4 `,6 350 112 41 1.1 4.734 L W 81 510 117 47 93 4215 93 589 128 49 93 4694 IIILEVEL 1 SOUND ENCLOSURE RUN TIME HOURS USABLE CAPACITY(GAL) L W H WT dBA' NO TANK 130 41 56 2875 \ ' /:o l' - _ lal p• ti. H 13 79 130 41 69 3397 0 30 189 130 41 81 3633 48 300 130 41 93 3857 74 8 aP 350 130 41 93 4259 L W 81 510 130 47 93 4240 93 589 130 49 93 4719 LEVEL 2 SOUND ENCLOSURE e RUN TIME HOURS USABLE CAPACITY(GAL) L W H WT dBA' ® m NO TANK 112 41 69 3050 ■ e H 13 79 112 41 82 3572 0_„ 0 30 189 112 41 94 3808 48 300 112 41 106 4032 S. i 56 350 i 4434 81 510 117 47 106 4415 L J w 93 589 128 49 106 4894 All measurements are approximate and for estimation purposes only Weights are without fuel in tank.Sound levels measured at 238(7m)and does not account for ambient site conditions. Tank Options YOUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALER O MDEO OPT O Florida DERM/DEP OPT O Chicago Fire Code 0°T ' O !IFC Certification CALL O ULC CALL Other Custom Options Available from your Generac Industrial Power Dealer Specification characteristics may change without notice.Dimensions and weights are for preliminary purposes only Please consult a Generac Power Systems Industrial Dealer for detailed installation drawings. Generac Power Systems,Inc. • S45 W29290 HWY.59, Waukesha,WI 53189 • generac.com ©2011 Generac Power Systems,Inc.All rights reserved.AN specifications are subject to change without notice.Bulletin 0184590SBY-D/Printed in U.S.A.09/15/11 U GENERAC' INDUSTRIAL POWER G 100 - 400 Amps, 600 VAC Automatic Transfer Switches 1 of 2 • Standard time delay neutral will reduce switchover q� a problems. • Logic control with inphase monitor regulates switch GENERAC functions and allows adjustable switch settings with GTS SYSTEM o 0 o LED indicators. • Control switches located on the front of the door for ease of operation. • All switches are UL 1008 listed and CSA certified. U • Electrically-operated, mechanically-held and • interlocked main contacts with break before make design for fast, positive connections. • Rated for all classes of load, 100%equipment rated, both inductive and resistive with no derations. • • 2, 3, and 4 Pole 600 VAC contactors. 0 • 160 millisecond transfer time. Standard Features • Single coil design, electrically operated and mechanically held • Programmable exerciser • SPDT auxiliary contacts • Main contacts are silver alloy to resist welding and sticking • Conformal coating protects all printed circuit boards • Indicating LED's for switch position—Normal, Emergency, and Standby Operating • NEMA 1 enclosure with hinged door and key-locking handle • Three-position switch—Fast Test, Auto, Normal Test • Arc chutes on main contacts Optional Accessories • NEMA 12 enclosure • 4-pole design for neutral isolation • NEMA 3R enclosure • Two (2) sets of auxiliary contacts • NEMA 4 &4X enclosure • Preferred source selector switch • Exterior AC meter package • Manual 3 position selector switch • • Controls accessible through • Remote automatic control circuit door in door design on NEMA • Signal before transfer contacts type 3R and 4 enclosures–key • Return to normal timer bypass lock provided on access door c. GENERAC i POWER 0 0 co GTS Control Systems o LOGIC CONTROL w/Inphase Monitor o Utility Voltage • Dropout 75-95%(Adj.) o Pickup 85-95% (Adj.) ° Line Interrupt 0.1-10 Sec. (Adj.) Engine Minimum Run 5-30 Min. (Adj.) 2 OI 2 Engine Warmup 5 Sec.-3 Min. (Adj.) Return to Utility 1-30 Min. (Adj.) Engine Cooldown 1-30 Min. (Adj.) Standby Voltage 85-95% (Adj.) Standby Frequency 80-90% (Adj.) Time Delay Neutral 0.1-10 Sec. (Adj.) Transfer on Exercise On/Off Switch Warmup Timer Bypass On/Off Switch Time Delay Neutral Bypass On/Off Switch Inphase Monitor On/Off Switch Withstand Current - 600 Volt GTS Series GTS Rated Amps 100 150 200 300 400 FUSE PROTECTED Maximum RMS Symmetrical Fault Current-Amps 200.000 200,000 200,000 200,000 200,000 Maximum Fuse Size-Amps 200 400 400 600 600 Fuse Class J.T J,T J.T J,T J,T CIRCUIT BREAKER PROTECTED (See separate sheet for specific circuit breakers) Maximum RMS Symmetrical Fault Current-Amps 14.000 25,000 25,000 35,000 35,000 Protective Device Continuous Rating(Max) Amps 150 300 300 600 600 •Tested in accordance with the withstand and closing requirements of UL 1008 and CSA Standards • Current ratings are listed @ 480 VAC . W — DI— Unit Dimensions — M1-- r2— GTS Enclosure Enclosure Wall Mount Enclsoure Weight 0.44'0 I Rated Voltage Height Width Bolt Pattern Depth (lbs.) CI 0 Amps H W M1 M2 D1 D2 100 All 36 24 18 37.5 12.7 10 180 150-200 120/240 36 24 18 37.5 12.7 10 185 150-200 120/208 36 24 18 37.5 12.7 10 185 150-200 277/480 48* 30* 24 49.5 14.8 12 265 H 1 M2 ? 150-200 600 48* 30* 24 49.5 14.8 12 265 300-400 120/240 36 24 18 37.5 12.7 10 245 300-400 120/208 36 24 18 37.5 12.7 10 245 300-400 277/480 48* 30* 24 49.5 14.8 12 325 300-400 600 48* 30* 24 49.5 14.8 12 325 n H •Note. On NEMA 1 enclosures only,door overlaps enclosure—door dimensions are 48.8 H X 30.8 W. All dimensions in inches. Terminal Lug Wire Ranges GTS RATED CONTACTOR TERMINALS(1 LUG PER POLE) NEUTRAL BAR* GROUND LUG (1 PROVIDED) AMPS LUG WIRE RANGE #LUGS LUG WIRE RANGE LUG WIRE RANGE 100 2/0-14 AWG 4 2/0-14 AWG 2/0-14 AWG 150 400MCM-4 AWG 4 350MCM-6 AWG 350MCM-6 AWG 200 400MCM-4 AWG 4 350MCM-6 AWG 350MCM-6 AWG 300 600MCM-4 AWG 4 600MCM-4 AWG 350MCM-6 AWG ' or 2-[250MCM-1/0 AWGI [250MCM-1/0 AWG]** 350MCM-6 AWG 400 600MCM-4 AWG 4 600MCM-4 AWG 350MCM-6 AWG or 2-[250MCM-1/0 AWG] [250MCM-1/0 AWG]** . *Not included in GTS with switched neutral. **Allowable wire range in brackets is for 2 wires per lug. Generac Power Systems,Inc. • S45 W29290 HWY.59, Waukesha,WI 53189 • generac.com «'2010 Generac Power Systems,Inc.All rights reserved.All specifications are subject to change without notice.Bulletin 0947000005-A'Printed in U.S.A.01'0611 WO- SIM .1- ELECTRICAL• �M FIECEivEcl COMMUNICATIONS �. ECIAL P ROJECTS/SERVICE SI El APR 2 4 AUDIONISUAL IMIM 201 SECURITY car ran CITY OF TIr, MARINE Mi BUILDING DIVISION IN Tigard Fred Meyer ATS Load Study NM 11565 SW Pacific Hwy South MIN:: Tigard, OR 97223 c 13 _coo?S NM Peak KW Load 56.9KW *125% =71.25KW NM MI INN --zoomed in image of Peak KW El IL Pi • & ENERGY TREND •lb H I5.6kW .OkW ki .1l'T111 == ' • .1k FULL 0 502:42:30 44' tI-a IN lb ftrallP*46.0"0"04116"11.6"411t. R No MEI ai wi 1 . k • MN 30.0k NM c MIN 10.0k NM 70.Ok N OR = �r1 T -f•' 0444113 00:2240 2771) UHz 3B WYE DEFAULT NIP PREU. 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