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Cozu/Hng Fngineers 46?c4b5i°201 0\3-2_51 I kocto STRUCTURAL CALCULATION FOR Hoag Memorial Hospital James Irvine -Temporary SPD One Hoag Drive Newport Beach, California KPFF JOB # 213019.02 BEACH COMMUNITY DEVELOPMENT DEPART/019ff PLANS DOES NOT CONSTITUTE EXPRESS OR IMPLIED NSTRUCT ANY BUILDING IN VIOLATION OF OR INCONSISTENT PLANS, AND POLICIES OF THE CITY OF NEWPORT BEACH, THIS OT GUARANTEE THAT THESE PLANS ARE, IN ALL RESPECTS, IN ITH CITY BUILDING, AND ZONING ORDINANCES, PLANS AND POUCIES. NEVIPORT BEACH RESERVES THE RIGHT TO REQUIRE ANY PERMITTEE TO REVor, ThE aulLOING STRUCTURE CR IMPROVEMENT AUTHORIZED BY THESE PLANS ExTo,iE DUPPsiG OFi AFTER CONTRUCTION, IF NECESSARY TO COMPLY WITH THE Oi-:D.NANCES, PLANS AND POLICIES OF THE CITY OF NEWPORT BEACH PERMITTEE'S ACKNOWLEDGEMENZ Augugth;qa_____zztm c ApPROm.767s7E----- BU. Di:. DATE: (SIGNATURE) 0 Copyright 2013 by KPFF Consulting Engineers. No part of this document may be reproduced or distributed in any form or by any means, or stored in a database or retrieval system, without the prior written permission of KPFF Consulting Engineers Consulting Engineers Hoag Memorial Hospital James Irvine — Temporary SPD Table of Contents Seismic Design Criteria 1 Equipment 02 — Belimed WD250 Washer/Disinfector (OPA# 1264-07) 3 Equipment 03 — Sterrao 100NX Sterilizer (OPA# 1686-7) 13 Equipment 05 — Belimed MST-V 609VSI Single Door Steam Sterilizer (OPA# 2688-10) 25 Equipment 06 — Belimed Sterilizer (OPA# 2437-07) 36 PS Visualizer: Quick Geocoder http://www.gpsvisualizer.com/geocode GPS Visualizer AdChokes (p Nexus 4 www.google.com/ne... The new phone from Google. Buy unlocked, contract free. From $299. Free Mans $( Directions www.MapsGalaxy.com Get Maps, Directions & Traffic Conditions with Free Appl Free GPS Mao Download maps-pro.com/GPSM... Get Free Directions, Maps & Traffic Reports - Download Nowl Cell Phoqe Lookup — Freer S po keo. corn/Cell-Ph... 1) Lookup By Name Or Cell. 2) Get Full Name, Current Address & Plcsl • Ahet_•f Spay • Afloat share a mad • redadaLe a Partner stew: • GRAW A MAe O21 ahal • eaba_lstleizom • 9IUW A PROM' • I.eakge>loratieu • MGM • Szardloildeca • G ROLISI A PILL • Gaaale Bertit ayazava • Luisg(u • SisoTJ>1.9910Y INIGPS Visualizer i tar 7,436 I •1_ _.d I " -` - - -- GPS Visualizer's Quick Geocoder Find the latitude and longitude of an address This page returns coordinates provided by the Yahoot end Qggglo Geocoding APIs. Both services only allow oath Web site and/or IP address a limited number of queries per day; please don't abuse it. If you disagree with the coordinates shown here, you'll have to register your complaints with yahoo or & sigh. 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To geocode many locations at once, see GPS Visualizer's Easy Batch Geocoder Enter an address or location: One Hoag Drive, Newport Beach Source: Goopa rordegillia 1 Hoag Drive, Newport teach, CA 92663, USA street address: 1 Hoag Drive ZIP/postal code: 92663 city: Newport Beach state/province: CA country: USA latitude, longitude: 33.625399, -117.930306 33.625399 -117.930306 N33a 37.5239', W117a 55.8184' (pnxislon: address) Angell to the main GPS Visualizer peal Hint or download travel guldes to your Phone or GPS: Skylne to the Sea Trees • Heine the Grind Canyon Rim to Ran • Mar Dome • The Boston Freedom Tray d �Y• Upper ymemee Fast lets • Lands End, San Franteca • Angel bland Slats Park • Catania Trail Imp lei fibrin Cowry • Coyote Creek Loop at Henry Coe Slate i Every 1 rail Guides Pork • Wr Moon Bay Comets! 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E-mal: edam gpivauatter corn. f le'sign Maps Summary Report http://geohazards.usgs.gov/designmaps/us/snmm ry.php?template=m... usGs Design Maps Summary Report User -Specified Input Report Title Building Code Reference Document Site Coordinates Site Soil Classification Occupancy Category USGS-Provided Output S5 = 1.822 g Si = 0.682 g SM1 = 1.023 g Hoag Memorial Hospital Thu June 20, 2013 23:54:24 UTC ASCE 7-05 Standard (which makes use of 2002 USGS hazard data) 33.6254°N, 117.93031°W Site Class D - "Stiff Soil" Occupancy Category IV 1.90 1.71 1.52 1.33 1.14 0.95 0.7G 0.57 0.3G 0.19 0.00 0.00 0.20 S = 1.822 g ms MCE Response Spectrum 0.40 0.60 0.00 1.00 1.20 1.40 Period, T (sec) 1.60 1.00 2.00 Si m in SDs = 1.215 g SD1 = 0.682 g Design Response Spectrum 1.43 r 1.30 1.17 1.04 0.91 0.79 0.65 0.52 0.39 0.26 0.13 0.00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.00 2.00 Period. T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. CA Oig UIPMENT ANCHORAGE & SEISMIC ENGINEERING 2801 Connery Way Suite B Missoula, MT 59808 Phn: (406) 541-3273 Fax (406) 5414274 Office of Statewide Health Planning and Development ANCHORAGE PRE -APPROVAL OPA-1 264-07 Equipment Manufacturer Belimed, Inc. Equipment Type: WD250 Washer GENERAL NOTES 1. EXPANSION ANCHORS: (a) ATTACHMENT IS TO BE MADE WITH THE ANCHORS LISTED BELOW AND INSTALLED AS DESCRIBED IN THE CORRESPONDING ICBO REPORT. Anchor Diameter Concrete Type Min. Pc (psi) Anchor Type ICBO Report No. Min. Embedment (mches) Test Loads 1/2" Hardtack 2500 Hilti Kwik Bolt TZ ESR-1917 2 Direct Pull 2000 Torque 50 Ft-Lbs 2. TESTING OF EXPANSION ANCHORS: (a) AFTER AT LEAST 24 HOURS HAVE ELAPSED SINCE INSTALLATION, DIRECT PULL TENSION TEST OR TORQUE TEST AT LEAST 50% OF THE ANCHORS. (b) ACCEPTANCE CRITERIA: (1) DIRECT PULL TENSION TEST: THE ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT THE TEST LOAD. A PRACTICAL WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE WASHER BECOMES LOOSE. (2) TORQUE TEST: THE SPECIFIED TORQUE MUST BE REACHED WITHIN ONE-HALF (1/2) TURN OF THE NUT. (3) IF ANY ANCHOR FAILS, TEST ALL ANCHORS. Q No. 3566 EXP. 3-31-2010 ,p 3/6/OS liPU \ s Sheet 1 of 6 APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA 1264-07 on Thursday, March 6, 2008 PENDING Anthony R. Pike (916) 654-3362 GA M EQUIPMENT ANCHORAGE & SEISMIC ENGINEERING \ 2801 Connery Way Suite B Missoula, MT 59808 Phn: (406) 541-3273 Fax: (406) 541-3274 Office of Statewide Health Planning and Development ANCHORAGE PRE -APPROVAL OPA-1 264-07 Sheet 2 of 6 Equipment Manufacturer: Belimed, Inc. Equipment Type: WD250 Washer GENERAL NOTES (CONTINUED) 3. FORCES ARE DETERMINED PER ASCE 7-05 SECTION 13.3.1, EQUATIONS 13.3-1,13.3-2 & 13.3-3, WHERE S De =1.33, a p=1.0, Ip =1,5 Rp = 2.5 4. THIS PRE APPROVAL CONFORMS TO THE 2007 CALIFORNIA BUILDING CODE. 5. THE DETAILS IN THIS PRE APPROVAL MAY BE USED AT ANY LOCATION IN THE STATE OF CALIFORNIA. THE UPPER FLOOR DETAILS MAY BE USED AT ANY HEIGHT IN A BUILDING. E ENGINEER OF RECORD SHALL DESIGN BACKING BARS, STUDS, ETC. HIGH THE UNITS ARE ATTACHED TO AS NOTED ON THE DRAWINGS. THE ENGINEER OF RECORD SHALL ALSO VERIFY THE ADEQUACY OF THE STRUCTURES (SUCH AS WALLS AND FLOORS) WHICH SUPPORT THE UNITS FOR THE LOADS IMPOSED ON THEM BY THE UNITS AS WELL AS ALL OTHER LOADS. 7. ALL ANCHOR FORCES SHOWN ON THE DRAWINGS ARE WORKING LOADS (AS OPPOSED TO ULTIMATE LOADS) AND MAY BE USED FOR ALLOWABLE STRENGTH DESIGN. APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA 1264-07 on Thursday, March 6, 2008 PENDING Anthony R. Pike (916) 654-3382 fEQUIPMENT ANCHORAGE & SELSMIC ENGINEERING www.equlpmentanchorage.com BELIMED, INC. WD250 WASHER SEISMIC ANCHORAGE L T = 194 LB5/BOLT Vx„c = 14 LB5/BOLT m G.G. HT. 596 LBS 4 L4 DE& it LA BRIE NaJOB 11-0832 DATE 3/6/08 OF 6 SHEETS USE 4- 1/2' HILTI KB-TZ EXPANSION ANCHORS (MIN. EMBED. (ha) = 2') rv 24" SLAB ON GRADE NOTES: ELEVATION 1. ANCHORAGE DESIGN PER 2007 CALIFORNIA BUILDING CODE - SECTION 1613A AND ASCE 7-05 SECTIONS 12 AND 13. ALLOWABLE STRESS DESIGN IS USED. HORIZONTAL FORCE (Eh) = 0.42 Wp (Sm. 1.33, a p = 1.0, I p = 15, Rp = 2.5) VERTICAL FORCE (E„) = 0.19 Wp 2. CENTER OF GRAVITY (C.G.) WEIGHT IS A MAXIMUM. THIS PRE -APPROVAL ENCOMPASSES ALL WEIGHTS UP TO THE MAXIMUM WEIGHT SHOWN. a ENGINEER OF RECORD FOR THE BUILDING SHALL PROVIDE SUPPORT STRUCTURE DESIGNED TO SUPPORT WEIGHTS AND FORCES SHOWN, IN ADDITION TO ALL OTHER LOADS. 4, SEE GENE NOTES: SHEETS 1-2 APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-1264-07 on Thursday, March 6, 2008 PENDING Anthony R. Pike (916) 654-3362 A EQUIPMENT ANCHORAGE & SEISMIC ENGINEERING www.equfpmentanchorage.corn BELIMED, INC. R IA BRIE 6 SHEETS JOB Na 11-0832 WD250 WASHER DATE 3/6/08 SEISMIC ANCHORAGE G.G. WT. 596 LBS = 38.4") 6191:.1 141" PLAN AT BASE SLAB ON GRADE USE 4- 1/2' HILTI KB-TZ EXPANSION ANCHORS (MIN. EMBED. (her) = 2") APPROVED Fixed Equipment Anchorage Moe of Statewide Health Plennlnp and Development OPA 1264-07 Anthony R. Pike (916) 654-3382 A C@ /IQUIPMENT ANCHORAGE & SEISMIC ENGINEERING www.equipmentanohorage.oam BELIMED, INC. DE& R. IA BRIE OF SHEET 5 6 SHEETS JOB Na 11-0832 WD250 WASHER DATE 3/6/08 5EI5MIG ANGHORAGE G.G. WT. 596 135 USE 4 I/2" HILTI KB-TZ EXPANSION ANCHORS (MIN. EMBED. (her) = 2") 24" T w,x = 366 LBSBOLT Vrax = 123 LB5/BOLT NOTES: ELEVATION 1, ANCHORAGE DESIGN PER 2007 CALIFORNIA BUILDING CODE - SECTION 1613A AND ASCE 7-05 SECTIONS 12 AND 13. ALLOWABLE STRESS DESIGN IS USED. HORIZONTAL FORCE (Eh) = 0.7 Wp (Sps = 1.33, a p = 1.0, I p = 1.5, R p = 25) VERTICAL FORCE (E„) = 0.19 Wp 2 CENTER OF GRAVITY (C.GJ WEIGHT IS A MAXIMUM. THIS PRE -APPROVAL ENCOMPASSES ALL WEIGHTS UP TO THE MAXIMUM WEIGHT SHOWN. a ENGINEER OF RECORD FOR THE BUILDING SHALL PROVIDE SUPPORT STRUCTURE DESIGNED TO SUPPORT WEIGHTS AND FORCES SHOWN, IN ADDITION TO ALL OTHER LOADS. 4, SEE GENER NOTES: SHEETS 1-2 UPPER FLOOR WHERE KB-TZ's GAN'T BE USED DUE TO SLAB THICKNESS LIMITS, USE 4- I/2" m A301 BOLTS THRU FLOOR TO STRUT BELOW (BY ENGINEER OF RECORD) APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-1264-07 on Thursday, March 6, 2008 PENDING Anthony R. Pike (916) 654-3362 fA @fEQUIPMENT ANCHORAGE & MIMIC ENGINEERING www.equlpmentanchorago.com BELIMED, INC. °Ea R IA BRIE OF SHEET 6 6 SHEETS JOB Ma II-0832 WD250 WASHER DATE 3/6/08 SEISMIC ANCHORAGE PLAN AT BASE UPPER FLOOR USE 4- 1/2' HILT! KB-TZ EXPANSION ANCHORS (MIN. EMBED. (hod = 29 WHERE KB-TZ's CAN'T BE USED DUE TO SLAB THICKNESS LIMITS, USE 4- I/2'm A301 BOLTS THRU FLOOR TO STRUT BELOW (BY ENGINEER OF RECORD) APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-1264-07 on Thursday, March 6, 2008 PENDING Anthony R. Pike (916) 654-3362 DEIONIZED WATER (BY OTHERS) COLD WATER (BY OTHERS) HOT WATER (BY OTHERS) STEAM SUPPLY (BY OTHERS) CONDENSATE RETURN (BY OTHERS) AIR EXHAUST DUCT (BY OTHERS) MANUAL DAMPER (BY OTHERS) FLEX DUCT (BY BELIMED) CONDENSATE TRAP (BY BELIMED) OPTIONAL STAINLESS STEEL TRIM PACKAGE (BY BELIMED) 100 MESH SIZE STEAM PARTICLE STRAINER (BY OTHERS) SHUTOFF VALVES (BY OTHERS) NEMA 15-50R RECEPTACLE (BY OTHERS) 110V GFCI RECEPTACLE (BY OTHERS) PHONE LINE JACK (BY OTHERS) FLEX HOSES (BY BELIMED) OPTIONAL ENCLOSURE PANEL (BY BELIMED) rjl 2' COPPER DRAINPIPE (BY OTHERS) Belywed Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (B00) 457-4117 Web: www.bellmed.us BELIMED WD250 WASHER/DISINFECTOR Dwg. No. CUT-WD250 Rev.: B Typical installation of a Belimed WD250 Washer/Disinfector. DrawoBY T. CUMBIE Date ` 6/23/10 Scale : 3/4" = 1' Page: 1 of 4 CLEAN SIDE t LEGEND f - SERVICE SHUT-OFF VALVE, BY OTHERS Iy — STEAM PARTICLE STRAINER, BY OTHERS - MANUAL EXHAUST DAMPER, BY OTHERS n► 31 314' 25 314' 22314' 3/4' 13 03t4'2' S 193f4' 18 314'-y' 3N'--, E��L IlkUNIT ANCHORAGE FOOTING OUTUNE OF W0250 WITH '/ O i TO MIBLOB8OLT AND MI6 NUT ANCHOR TO FLOOR WITH 11? WTI KB TL, r EMBEDMENT. J 11.111 21? 24, �—•ji + + + + + + + 9 8 _� -it TO ORS 7. i5 O d b to TO DR . 3 FOOTPRINT 35 1? 0 UII WALL DECONTAM OPENING3T SIDE ENLARGED VIEWNTS WD250 ANCHORAGE FOOTING PLAN VIEW TYPICAL SEISMIC ANCHORAGE 88Ii;ad if--16*---f 2 �1 I. t 11W kL l ELP-8 o-PH CHAMBER 1—WIDTH 24' CLEAN SIDE CONNECTION POINT FOR EXHAUST S4'- CONNECTION POINT FOR UTIUTIES 84' WALL OPENING T31? DECONTAM SIDE 6 1 i won. 18 IiIIIIIIIIIS_ _ I \ ' • •. •3d• UNIT 311I2' 3N' UNIT351/2' OPENING WALL T - 21IT COPPER DRAIN PIPE, CAN BE ROUTED OUT OF EITHER SIDE OF WASHER DECONTAM ELEVATION SIDE ELEVATION Be e Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: Www.bellmed.us BELIMED WASHER/DISINFECTOR WD250 TECHNICAL DRAWING Dwg No. "CUT-WD250 Rev. ` B Typical installation of a Belimed WD250 Drawn BY `T. CUMBIE Date : 6/23/10 Washer/Disinfector. Scale : 3/8K _ 1 Peas 2 of 4 ty WD250 WASHER/DISINFECTOR - TECHNICAL SPECIFICATIONS REQUIRED INPUTS Symbol Description Value Utility Notes Utility: Steam Supply Steam must be dry, saturated, and free from all impurities such as gases, oil, dirt, or other contaminants. Provide steam strainer with #100 mesh size. All steam drops must be piped from top of steam supply line. Connection Size/Type: 3/4 inch NPT SS Pressure: Min: 30 Max: 70 psig Peak Consumption: 3.6Ibs/min *Consumption per Load: Min: 14.5 Max: 20 lbs Utility: ' Hot Water Hot water must have a total hardness less than 60 ppm. Minimum temperature of 120°F. (Colder HW temperature will result in longer cycles and higher steam consumption.) Connection Size/Type: 3/4 inch NPT HW Pressure: Min: 30 Max: 70 psig Peak Consumption: 10.6 gal/min *Consumption per Load: Min: 14.4 Max: 18 gal CW _ Utility: Cold Water Cold water must have a total hardness less than 60 ppm. Connection Size/Type: 3/4 inch NPT Pressure: Min: 30 Min: 70psig Peak Consumption: 10.6 gal/min *Consumption per Load: Min: 7.2 Max: 9 gal DI Utility: ' Deionized Water Deionized (DI) or Reverse Osmosis (RO) water can be used with a conductivity <30 pS/cm. (Slower flow rate results in longer cycle times.) Connection SizefType: 3/4 inch NPT Pressure: Min: 30 Max: 70 psig Operating Consumption: Min: 2.0 Max: 10.6 gal/min *Consumption per Load: Min: 7.2 Max: 9 gal EL Utility: Electric Peak consumption occurs during drying portion of cycle. Recept acle: Grainger Part Number - 5Z891 Connection Type: NEMA 15-50R Receptacle Voltage (Phase): 3 Phase Voltage (Nominal): 208 VAC Voltage (Frequency): 60 Hz Circuit Protection: 40 Amps Peak Consumption: 32 Amps *Consumption per Load: Min: 2.8 Max: 3.0 kW-h PH Utility: Phone Provide one analog phone line per system Connection Type: RJ11 Receptacle ELP Utility: Electric for Phone One GFCI receptacle per WD Connection Type: 110V GFCI Receptacle ESTIMATED EMISSIONS CD Utility: Condensate Condensate removal by customer, per local code. Connection Size/Type: 3/4 inch NPT DR Utility: Open Drain Provide flush mounted floor sink and trap. Connection Size: 2.0 inch Discharge Flow Rate: 30.0 gal/min Connection Type: Indirect Drain EX Medium: Air Exhaust Discharged air is at 100% humidity, others proper drainage upstream as to provide manual style at each exhaust connection Connection Size: 5 inch OD Peak Flow Rate: 175 cfiYt must provide needed. Others Minimum Duct Diameter: 5 inch manual damper Duct Materials (in order of recommended use): stainless steel, galvanized steel, polyethylene, or aluminum point. CONTINUED ON PAGE 4 rWASHER/DISINFECTOR BWed Infection Control 2284 Clements ferry Road, Charleston, SC 29492 Tel: (800) 4574117 Web: www.beNmed.us BELIMED WD250 .a -eV'' TECHNICAL SPECIFICATIONS D""8 N°'CUT-WD250 B Typical installation of a Belimed WD250 Washer/Disinfector. Drawney:T. CUMBIE Data: 6/23/10 Scale NTS Page ` 3 of 4 Medium: Heat Radiation Free Standing Machine. Variation due to. program variability in Ao value, dry time, and . dry temperatures. Radiation (Net): 900 W/hr Radiation (Tolerance): +/- 200 W/hr Medium: Noise Radiation Maximum Radiation (Net): 62 dBA PHYSICAL SPECIFICATIONS Parameter: Carry -in Dimensions Machine alone (i.e. removed from packaging) , Height: 72.5 in Width: 35.5 in Length: 31.5 in Parameter: OSHPD OSHPD NUMBER: OPA-1264-07 • Values are for an "instruments - General Instrument consumption values are measured with a fully loaded Additional Information: Cycle" with 888 detergent. Minimum consumption values are measured with an empty rack. Values will vary with rack size, load size, utility inputs, detergents and cycle setup. be required. Consult site drawings for specific details. washer and conveyor area. by others, per local code. rack. Maximum For automated systems, additional utilities may NPT = Male Pipe Thread Maximum finished floor level tolerance is 1/4" for All utility supplies and connections are to be provided TS WD250 ReVB Belyiied ' Infection Control 2284 Clements Ferry Road, Chadeston, SC 29492 Tel: (8txl) 457 4117 Web: www.bellmed.us BELIMED WASHER/DISINFECTOR WD250 TECHNICAL SPECIFICATIONS (CONT.) °i"B N°•'CUT-WD250 Rev.: B Typical installation of a Belimed WD250 Washer/Disinfector. Drawn By: T. CUMBIE Date: WW1 Seale NTS Page " 4 of 4 E'QLJ PMMENTANCHORAGE & SEISMIC ENGINEERING \ 2801 Connery Way, Suite B Missoula, MT 59808 Phn: (406) 541-EASE (3273) Fax: (406) 541-3274 i Office of Statewide Health Planning and Development ANCHORAGE PRE -APPROVAL OPA-1686-07 Equipment Manufacturer: Advanced Sterilization Products Equipment Type: Sterrad 100NX Sterilizer GENERAL NOTES 1. EXPANSION ANCHORS: (a) ATTACHMENT IS TO BE MADE WITH THE ANCHORS LISTED BELOW AND INSTALLED AS DESCRIBED IN THE CORRESPONDING ICC REPORT. Sheet 1 of 4 Anchor Diameter Concrete Type Min. fc (psi) Anchor Type ICC Report No. Min. Embed. Min. Spacing Min. Edge Dist. Min. Conc. Thickness Installation. Torque Test Loads 1/2° Hardrock 2500 Hilti Kwik Bolt TZ ESR-1917 3-1/4" 12" 18" 6" 40 FT-LBS Direct Pull Tension - 3422 lbs (b) THIS PRE -APPROVAL ALLOWS FOR UP TO A MAXIMUM OF 2 ADJACENT CONCRETE SLAB EDGES, 18° AWAY MINIMUM (i.e. - CORNER). SEE ADJACENT DETAIL FOR ADDITIONAL MINIMUM ALLOWABLE CONCRETE EDGE DISTANCES. 2. TESTING OF EXPANSION ANCHORS PER 2007 CBC, 1916A-8 : TENSION TESTING SHALL BE DONE IN THE PRESENCE OF THE SPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO OSHPD (a) AFTER AT LEAST 24 HOURS HAVE ELAPSED SINCE INSTALLATION, DIRECT PULL TENSION TEST AT LEAST 50% OF THE ANCHORS. (b) ACCEPTANCE CRITERIA: THE ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT THE TEST LOAD. A PRACTICAL WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE WASHER BECOMES LOOSE. (c) IF ANY ANCHOR FAILS, TEST ALL ANCHORS. No. 4197 rrl EXP. 6-30-2012 t� /Iq/1047.\ nr 1� TYPICAL CONCRETE ED6E DETAIL APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-1686-07 Pm -approval Program Manager. Anthony R. Pike (916) 440-8470 Reviewed By: Antho a 10/19/10 • 11 LA3L', UIPMENT ANCHORAGE & SEISMIC ENGINEERING 2801 Connery Way, Suite B Missoula, MT 59808 Phn: (406) 541-EASE (3273) Fax: (406) 541-3274 Sheet 2 of 4 Office of Statewide Health Planning and Development ANCHORAGE PRE -APPROVAL 0PA-1686-07 Equipment Manufacturer: Advanced Sterilization Products Equipment Type: Sterrad 100NX Sterilizer GENERAL NOTES (CONTINUED) 3. FORCES PER ASCE 7-05 SECTION 13.3.1, EQUATIONS 13.3-1,13.3-2 & 13.3-3, WHERE SDS=1.93, ap = 2.5, Ip =1.5 & Rp = 6.0 4. THIS PRE -APPROVAL CONFORMS TO THE 2007 CALIFORNIA BUILDING CODE. 5. THE DETAILS IN THIS PRE -APPROVAL MAY BE USED AT ANY LOCATION IN THE STATE OF CALIFORNIA. THE ELEVATED FLOOR DETAILS MAY BE USED AT ANY HEIGHT IN A BUILDING. . ALL ANCHOR FORCES SHOWN ON THE DRAWINGS ARE WORKING LOADS (AS OPPOSED TO STRENGTH LEVEL LOADS) AND MAY BE USED FOR ALLOWABLE STRESS DESIGN. 7. THIS PRE -APPROVAL COVERS THE ANCHORAGE OF THE UNIT ONLY. RESPONSIBILITIES OF THE STRUCTURAL ENGINEER OF RECORD 8. VERIFY THAT THE CONCRETE SLAB WHICH THE EQUIPMENT IS ANCHORED TO IS NOT CRACKED. 9. VERIFY THAT THE ANCHORS ARE AN ADEQUATE DISTANCE FROM ANY SLAB EDGES OR OPENINGS (SEE TYPICAL DETAIL ON SHEET 1). 10. VERIFY THAT ALL NEW OR EXISTING ANCHORS ARE AN ADEQUATE DISTANCE FROM THE ANCHORS SHOWN ON THIS PRE -APPROVAL. IN NO CASE SHALL THIS UNITS ANCHORS BE WITHIN THE LESSER OF 3x EDGE DISTANCE SHOWN ON TYPICAL CONCRETE EDGE DETAIL (SHEET 1) OR 18" FROM ANY NEW OR EXISTING ANCHORS. 11. DESIGN BACKING BARS, STUDS, ETC. WHICH THE UNITS ARE ATTACHED TO AS NOTED ON THE DRAWINGS. THE SEOR SHALL ALSO VERIFY THE ADEQUACY OF THE STRUCTURES (SUCH AS WALLS AND FLOORS) WHICH SUPPORT THE UNITS FOR THE LOADS IMPOSED ON THEM BY THE UNITS AS WELL AS ALL OTHER LOADS. 12. PROVIDE ANY SUPPORTING STRUCTURE REQUIRED TO SUPPORT WEIGHTS AND FORCES SHOWN, IN ADDITION TO ALL OTHER LOADS. 13. VERIFY THAT THE INSTALLATION IS IN CONFORMANCE WITH THE 2007 CBC AND WITH THE DETAILS SHOWN IN THIS PRE -APPROVAL. VERIFY THAT THE ACTUAL EQUIPMENTS WEIGHT, CG LOCATION, ANCHOR LOCATIONS, ANCHOR DETAILS AND THE MATERIAL AND GAGE OF THE UNIT WHERE ATTACHMENTS ARE MADE AGREE WITH THE INFORMATION SHOWN ON THE PRE -APPROVAL DOCUMENTS. y6, W No. 4197 ; T 04 EXP. 6-30-2012 r j IO/Iq/IO �� \* F of ,cp \F A P P R O V E D Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-1686-07 Pre -approval Program Manage Anthony R. Pike (918)440.8470 Reviewed By: �B!gntho � a tON9/10 A I EQUIPMENT ANCHORAGE & SEIS�IIC ENGJNEEPJNG www.equipmentanchorepa.aam ADVANCED STERILIZATION PRODUCTS R IA BRIE CF ammr 4 afar JOB Na 11-0844 STERRAD 100NX STERILIZER ATE 10/19/10 SEISMIC ANCHORA6f } • 0 WI C.6.WT. = 1100 LB5 PRE -MANUFACTURED MOUNTING BASE (I/4' THK, A36 MIN) (SHOP ATTACHED BY ASP) USE 4- 1/2" HILTI KB-TZ EXPANSION ANCHORS (MIN. EMBED. (her) = 325') V 165" 145" FRONT ELEVATION T SLAB ON GRADE r- 165" 145" PLAN AT 5145E NOTES: 1. ANCHORAGE DESIGN PER 2007 CAUFORNIA BUILDING CODE - SECTION 1613A AND ASCE 7-05 SECTIONS 12 AND 13. ALLOWABLE STRESS DESIGN IS USED, HORIZONTAL FORCE (Eh) = 0.61 Wp (SDs = 193, ap = 2.5, Ip = 1.5, Rp = 6,0) VERTICAL FORCE (Ev) = 0.27 Wp 2. CENTER OF GRAVITY (C.G) WEIGHT IS A MAXIMUM. THIS PRE -APPROVAL ENCOMPASSES ALL WEIGHTS UP TO THE MAXIMUM WEIGHT SHOWN. 3 ENGINEER OF RECORD FOR THE BUILDING SHALL PROVIDE SUPPORT STRUCTURE DESIGNED TO SUPPORT WEIGHTS AND FORCES SHOWN, IN ADDITION TO ALL OTHER LOADS. SEE E NOTES: SHEETS 1-2 Tim( = 470 LBS/BOLT Vim( = 417 LBS/BOLT No. 4197 EXP. 6-30-2012 Ib/Iqo, �N, OF cki.\SC A P P R O V E D Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-1686-07 Pio-approval Program Manager. Anthony R Pike (916)440,9470 Reviewed By: AnthorljtR,,,plke 10/19/10 'D A /EQUIPMENT ANCHORAGE d� SE�IIC ENGINEERING www.equipmentanchorape.com ADVANCED STERILIZATION PRODUCTS R IA BRIE� A Na u STERRAD 100NX STERILIZER 1:0.47E 10/19/10 t SEISMIC ANGHORASE rrl r O 0 11 PI ELEVATED FLOOR G.6.WT. = IIOO 1135 16.5" 145" PRE-MAIVFACTURED — MOUNTING BASE (I/4" THK, A36 MIN) (SHOP ATTACHED BY ASP) USE 4- I/2'4 (A44c4) THREADED RODS THRU FLOOR (HOLES TO BE I/16' LARGER THAN BOLT DIAMETER MAX.) i A 1 165" 145" STRUT OR OTHER SUPPORTING, MEMBER (BY ENGINEER OF RECORD) PLAN AT BASE Tuwc = 856 LBS/BOLT Vnwc = 690 LBS/BOLT NOTES: T FRONT ELEVATION T 1, ANCHORAGE DESIGN PER 2007 CALIFORNIA BUILDING CODE - SECTION 1613A AND ASCE 7-05 SECTIONS 12 AND 13. ALLOWABLE STRESS DESIGN IS USED. HORIZONTAL FORCE (Eh) = 1.01 Wp (SDs = 1.93, ap = 25, Ip = 15, Rp = 6.0) VERTICAL FORCE (Ev) = 027 Wp 2 CENTER OF GRAVITY (C.G.) WEIGHT IS A MAXIMUM. THIS PRE -APPROVAL ENCOMPASSES ALL WEIGHTS UP TO THE MAXIMUM WEIGHT SHOWN. 3. ENGINEER OF RECORD FOR THE BUILDING SHALL PROVIDE SUPPORT STRUCTURE DESIGNED TO SUPPORT WEIGHTS AND FORCES SHOWN, IN ADDITION TO ALL OTHER LOADS. SEE E : = NOTES: SHEETS 1-2 w No. 4197 , EXP. 6-30-2012 r j>10/I 1/IO 'j£ rU ca.kk olr. APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-1686-07 Pro approv l Program Manager. Anthony R. Me (916) 440.8470 Reviewed ay: Antho a 10/19/10 www.hiiti.us Company: Specifier: Address: Phone I Fax: E-Mail: KPFF Consulting Engineers i■■IILTI Protis Anchor 2.4.1 Page: 1 Project: Hoag SPD Sub -Project I Pos. No.: Sterrad 100NX Date: 7/20/2013 Speclfler's comments: 1 Input data Anchor type and diameter: Kwlk Bolt TZ - SS 3041/2 (2) Effective embedment depth: hit = 2.000 in., hem, = 2.375 in. Material: AISI 304 Evaluation Service Report ESR-1917 issued I Valid: 5/1/2013 15/1/2015 Proof: design method ACI 318 ! AC193 Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 3000, = 3000 psi; h = 5.500 In. Reinforcement tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry ((n.j & Loading (lb, in.ibj co w 0 (470) (1.3)/0.7=873 lbs x-- (417) (1.3 )/0.7=775 lbs Input data and results must be checked for agreement with the existing conditions and for ptausibtittyl PROFIS Anchor ( c) 2003.2009 HIS AG, FL-9494 Schoen HIS Is a registered Trademark of HIS AG, Schoen MULTI www.hlitl.us Company: Specifier. Address: Phone I Fax: E-Mail: KPFF Consulting Engineers Profis Anchor 2.4.1 Page: 2 Project: Hoag SPD Sub -Project I Pos. No.: Starred 100NX Date: 7/20/2013 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 873 775 0 775 max. concrete compressive strain: - [%j max. concrete compressive stress: - [psi] resulting tension force in (xly)=(0.000/0.000): 0 (Ib] resulting compression force In (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Load N,,, OM Capacity a [lb) Utilization I N = NJ4N, Status Steel Strength' 873 8665 11 OK Pullout Strength' 873 1916 46 OK Concrete Breakout Strength' 873 2045 43 OK ' anchor having the highest loading "anchor group (anchors In tension) 3.1 Steel Strength N,. = ESR value refer to ICC-ES ESR-1917 $ N,md 2 No, ACI 318-08 Eq. (D-1) Variables n Awe On?! fua [Pei 1 030 115000 Calculations Ns, Pb] 11554 Results N„ [)b] plod • Nsa [lb] Nw fib] 11554 0.750 8665 873 3.2 Pullout Strength Nan.4 = Mom 2 $ Variables fo (PA 3000 Calculations Arc 2500 1.095 Results Nmt (lb] 3484 refer to ICC-ES ESR-1917 ACI 318-08 Eq. (D-1) Na. [Ib] 3180 $mrwete 0.550 4, Nco.r [lb] Nua [lb] 1916 873 Input data end results must be chedced far agreement with the existing conditions and for plausibility) PROFIS Anchor (c) 2003-2009 HIS AG, FL-9494 Schwan HIM is a registered Trademark of HIMI AG. Schoen 1■411`TI www.hlitl.us Profis Anchor 2.4.1 Company: Specifier. Address: Phone I Fax: E-Mail: KPFF Consulting Engineers Page: 3 Project: Hoag SPD Sub -Project I Pos. No.: Sterrad 100NX Date: 7/20/2013 3.3 Concrete Breakout Strength Nth — (A coo) Wed.N We,N WAN Nb 4Nth2N1e AN, see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 =9hr 1 yreo,N = \ 1 eN) 51.0 3 hd yr.d.N = 0.7 +0.3 t1.5h,d) 51.0 = MAX\(r , 1 c) 51.0 Nb = kb A NI ACI 318-08 Eq. (D-4) AC1 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables her [Ina em.N [In•] scut Dn.] ce nan M•] 2.000 0.000 0.000 ceo M•] kc x fc [pail 5.500 24 1 3000 Calculations AN. M•2] Am) DOI Wxt,N y1ee2,N 36.00 36.00 1.000 1.000 Results Neb [lb] Sconr:em a Nd, [lb] Nee (Ib] 3718 0.550 2045 873 We,N 1.000 yred,N 1.000 cp,N 000 Nb [ b] 3718 Input data and result must be checked for agreement with the existing condifons and for plauslbilityrt PROFIS Anchor (c) 2003-2009 HIS AG, FL-9494 Schwan Hilo is a registered Trademark of RN AG, Schwan 104IIl.T1 www.hllti.us Profis Anchor 2.4.1 Company: Specifier. Address: Phone I Fax: E-Mail: KPFF Consulting Engineers Page: 4 Project Hoag SPD Sub -Project I Pos. No.: Starred 100NX Date: 7/20/2013 4 Shear load Load V. [Ib] Capacity }Vn [lb] Utilization fly = V„a/♦Va Status Steel Strength* 775 4472 18 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength' 775 2603 30 OK Concrete edge failure In direction " N/A N/A N/A N/A • anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength V. = ESR value refer to ICC-ES ESR-1917 $ Vaud 2 V„e ACI 318-08 Eq. (D-2) Variables n Amy pn•21 fut. [psii 1 0.10 115000 Calculations V. pi 6880 Results Vm pi bt • V [Ib] V„, pi)] 6880 0.650 4472 775 4.2 Pryout Strength V.,- k. [(^Neo) Wed.N WaN Vcp,N Nei ACI 318-08 Eq. (D-30) $ V.2 V„. ACI 318-08 Eq. (D-2) AN, see AC1318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANeo = 9 h;f ACI 318-08 Eq. (D-6) 1 yrec,N = 1 + 2 N s 1.0 ACI 318-08 Eq. (D-9) 3h.r� yr.d.N = 0.7 + 0.3 ( k) s 1.0 AC1318-08 Eq. (D-11) 1.5hr WwN = MAX( ) s 1.0 ACI 318-08 Eq. (D-13) Nb = kc a �fe he 5 ACI 318-08 Eq. (D-7) Variables Its he pn.) ec1.N Pm] ec2.N M•] ca,mk, Pm) 2.000 0.000 0.000 WO cac Pm] kg A. f, CPA 1.000 5.500 24 1 3000 Calculations ANC [in?) ANco [in.) - yrect.N y 36.00 36.00 1.000�ac00 .r00 .000Vcp,8] 000 1.000 3718 Results Vcp [Ib1 +canasta 0 Vcp pb] v., rib] 3718 0.700 2603 775 5 Combined tension and shear loads Nfiv 0. 56 0.298 PNv=+0,<=1 553 Utilization [N,v [a%1 41 Status OK Input data and results must be checked for agreement with the existing conditions and for pleuslbllltyl PROFIS Anchor (c) 2003.2009 HIM AG, FL-9494 Schoen HSU Is a registered Trademark of HIM AG, Schoen www.hiltl.us Company: Specifier. Address: Phone I Fax: E-Mall: KPFF Consulting Engineers Profis Anchor 2.4.1 Page: 5 Project: Hoag SPO Sub -Project I Pos. No.: Sterrad 100NX Date: 7/20/2013 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re-dIstributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate Is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The m factor is Increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and Installation Instructions. • Checking the transfer of loads Into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! Fastening meets the design criteria! input date and results must be thedkad for agreement with the existing conditions and for plauslbllityl PROFIS Anchor ( c) 2003-2009 Hiltl AG, FL-9494 Schwan HMI Is a registered Trademark of HUll AG, Schwan • www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mall: KPFF Consulting Engineers Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.1 B Hoag SPD Sterrad 100NX 7/20/2013 7 Installation data Anchor plate, steel: - Profile: - Hole diameter In the fixture: - Plate thickness (input): - Recommended plate thickness: - Cleaning: Manual cleaning of the Coordinates Anchor In. Anchor x y 1 0.000 0.000 Anchor type and diameter. Kwik Bolt TZ - SS 304, 1/2 (2) installation torque: 480.001 in.ib Hole diameter in the base material: 0.500 in. Hole depth in the base material: 2.625 In. Minimum thickness of the base material: 4.000 In. drilled hole according to instructions for use is required. c., 8 Remarks; Your Cooperation Duties • Any and all Information and data contained In the Software concern solely the use of Hllti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly compiled with by the user. Ali figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Haiti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put In by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to Interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. in particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hfiti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Haiti Website. Haiti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breath of duty by you. Use 1/2" dia Hilti KB-TZ (stainless steel anchor) at each corner of the unit. (ICC-ES ESR-1917, 2" embed) Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor ( c ) 2003-2009 HIM AG, FL-9494 Schoen HIM Is a registered Trademark of HIM AG, Schaan STERRAD` 100NX* TRUSTED TECHNOLOGY, ENHANCED CAPABILITIES For ongoing technological innovation, maximum efficiency, and sterility assurance, look no further than the STERRAD® 100NX® System. The leader in low -temperature sterilization technology offers everything your facility needs to sterilize instruments with confidence, including four cycles to meet all of your sterilization needs. EXTENSIVE IFU ENDORSEMENTS • The STERRAD® Systems brand has the most MDM IFU endorsements for low -temperature sterilization • Sterilizes da Vinci® 3-D endoscopes, as well as a wide range of single -channel flexible endoscopes from MDMs including OLYMPUS/Gyrus ACMI, KARL STORZ, and RICHARD WOLF MEDICAL INSTRUMENTS CORPORATION* EXPANDABLE PROCESSING CAPABILITIES • Flexible platform allows for future innovations, such as new cycles and system enhancements • Now includes the DUO Cycle for sterilizing cameras, lightcords and single -channel flexible endoscopes together, as well as the 24-minute EXPRESS Cycle for non-lumened instruments STERILITY ASSURANCE • Unsurpassed low -temperature sterilization system monitoring, including a proprietary hydrogen peroxide monitor that measures sterilant concentration throughout the entire cycle • The only brand with a gas plasma phase to efficiently minimize hydrogen peroxide residuals making the technology safe for instruments, healthcare professionals and patients 'Contact your MDM for a list of approved endoscopes ;)9 Q6 STERRAD' 100 NX° FOUR CYCLE OPTIONS TO MEET ALL OF YOUR STERILIZATION NEEDS • STANDARD Cycle sterilizes most general surgical instruments in 47 minutes • EXPRESS Cycle sterilizes da Vinci® 3-D endocsopes, and other delicate instruments without lumens in 24 minutes • FLEX Cycle sterilizes up to two single -channel flexible endoscopes in 42 minutes • DUO Cycle sterilizes cameras and single -channel, flexible endoscopes, including OLYMPUS/Gyrus ACMI scopes, together in 60 minutes TECHNICAL SPECIFICATIONS CYCLE TEMPERATURE 116.6°F to 132.8°F / 47°C to 56°C DIMENSIONS Height 70.5 in Width 30.5 in Depth 40 in Chamber Shape Rectangular Two -Tiered Shelf (WxD) 17 in x 28 in INSTALLATION Connections 208 VAC, 60 Hz, NEMA L21-30 5-wire grounding & ELECTRICAL twist -lock outlet attached to a dedicated 30-amp, REQUIREMENTS 3-phase circuit with separate neutral and ground conductors OPERATIONAL ENVIRONMENT Temperature 64°F to 95°F / 18°C to 35°C Humidity Humidity 10% to 85% (non -condensing) SYSTEM ORDERING INFORMATION All STERRAD° 100NX' Systems include installation, all required validation materials, clinical in-service, a one-year warranty and planned maintenance for the first year. CODE 10104 10144 20227 14324 10134 10137 10305 99970 PRODUCT DESCRIPTION STERRAD° 100NX° Sterilization System, single -door unit, includes installation STERRAD6 100NXm System Cassette (2 cassettes/case) Cassette Disposal Box (10 boxes/case) STERRAD° CYCLESURE° 24 Biological indicator (81) (30/box; 2 boxes/case; 60/case) STERRAD° 100NX• System EXPRESS Cycle Kit STERRAD° 100NX* System DUO Cycle Kit Thermal Printer Paper (12 rolls/casel STERRAD° 100NX® System Users Guide 70 5" Height 30.5" Width FOR MORE INFORMATION Contact an ASP representative at 888-783-7723 or visit www.aspjj.com. ADVANCED STERILIZATION PRODUCTS DIvIskin of Ethlean, inc. a golt4teott4dim on company *daVinri is a registered trademark of Intuitive Surgical Inc. © Ethicon, Inc. 2012. All rights reserved. Please refer to the STERRAD® 100NXm System User's Guide for more detailed processing instructions. AD-55299-01-US C CAolg UIPMENT ANCHORAGE & SEISMIC ENGINEERING 1515 Fairview Ave. Missoula, MT. 59801 Phn: (406) 541-3273 Fax: (866) 801-4975 Office of Statewide Health Planning and Development ANCHORAGE PRE -APPROVAL OPA-2688-10 THIS PRE- APPROVAL CONFORMS TO THE 2010 CAUFORNIA BUILDING CODE Equipment Manufacturer: Belimed, Inc. Equipment Type: 6 Series Vs Sterilizers GENERAL NOTES 1. EXPANSION ANCHORS: (a) ATTACHMENT IS TO BE MADE WITH THE ANCHORS LISTED BELOW AND INSTALLED AS DESCRIBED IN THE CORRESPONDING ICC REPORT. Sheet 1 of 6 Anchor Diameter Concrete Type Min. ft (psi) Anch(W Type ICC Report No. Min. Embed. Min. Spacing Min. Edge Dist. Min. Conc. Thickness Installation. Torque Test Loads 518' Hardrock 2500 Hilti Kwik BoltTZ ESR-1917 3-1/8" 6" 30" 5" 60 Ft Lbs Direct Pull Tension - 2346 ibs (b) THIS PRE -APPROVAL ALLOWS FOR UP TO A MAXIMUM OF 2 ADJACENT CONCRETE SLAB EDGES, 30" AWAY MINIMUM (i.e. - CORNER). SEE ADJACENT DETAIL FOR ADDITIONAL MINIMUM ALLOWABLE CONCRETE EDGE DISTANCES. 2. TESTING OF EXPANSION ANCHORS PER 2010 CBC, 1916A.7 : TENSION TESTING SHALL BE DONE IN THE PRESENCE OF THE SPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO OSHPD (a) AFTER AT LEAST 24 HOURS HAVE ELAPSED SINCE INSTALLATION, DIRECT PULL TENSION TEST AT LEAST 50% OF THE ANCHORS. (b) ACCEPTANCE CRITERIA: THE ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT THE TEST LOAD. A PRACTICAL WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE WASHER BECOMES LOOSE. (c) IF ANY ANCHOR FAILS, TEST ALL ANCHORS. No. 41-B7 EXP. 6 30 2014 /2442 P 30' (MIN) 45' MN) Si' = BOLT SPAGIN6 TYPICAL CONCRETE EDGE DETAIL APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-2688-10 Pre -approval Program Menem MYrany R. Pie (119)440-t410 Reviewed By Mthon 8124112 qAfg L�S?UIPMENT ANCHORAGE & SEISMIC ENGINEERING 1515 Fairview Ave. Missoula, MT. 59801 / Phn: (406) 541-3273 Fax: (866) 801-4975 Sheet 2 of 6 Office of Statewide Health Planning and Development ANCHORAGE PRE -APPROVAL OPA-2688-10 THIS PRE- APPROVAL CONFORMS TO THE 2010 CALIFORNIA BUILDING CODE Equipment Manufacturer. Belimed, Inc. Equipment Type: 6 Series Vs Sterilizers GENERAL NOTES (CONTINUED) 3. FORCES PER ASCE 7-05 SECTION 13.3.1, EQUATIONS 13.3-1,13.3-2 & 13.3-3, WHERE SDs= 2.0, ap = 1.0, Ip = 1.5 & Rp = 2.5, zlh = 0.0 AT CONCRETE SLAB & zlh < 1.0 AT CONCRETE ON METAL DECK. 4. THIS PRE -APPROVAL CONFORMS TO THE 2010 CALIFORNIA BUILDING CODE WHERE SDS IS NOT GREATER THAN 2.0. IS PRE -APPROVAL COVERS ONLY THE ANCHORAGE OF THE EQUIPMENT TO THE HOSPITAL BUILDING'S STRUCTURE. ANCHOR FORCES SHOWN ON THE DRAWINGS ARE FACTORED LOADS THAT SHALL BE USED FOR STRENGTH DESIGN. RESPONSIBILITIES OF THE STRUCTURAL ENGINEER OF RECORD OF THE BUILDING 7. VERIFY THAT PROJECT SPECIFIC VALUES OF SDS & zih RESULT IN SEISMIC FORCES (Eh, Ev) THAT DO NOT EXCEED THE VALUES ON THE DETAILS. 8. VERIFY THAT THE CONCRETE SLAB TO WHICH THE EQUIPMENT IS ANCHORED MEETS THE REQUIREMENTS OF THE APPLICABLE ICC ESR 9. VERIFY THAT THE ANCHORS ARE AN ADEQUATE DISTANCE FROM ANY SLAB EDGES OR OPENINGS (SEE TYPICAL DETAIL ON SHEET 1). 10. VERIFY THAT ALL NEW OR EXISTING ANCHORS ARE AN ADEQUATE DISTANCE FROM THE ANCHORS SHOWN IN THIS PRE -APPROVAL. SEOR SHALL VERIFY THAT THERE IS NO ADVERSE INTERACTION WHERE OTHER ANCHORS ARE WITHIN 18" OR 6hef FROM THIS UNITS ANCHORS. 11. PROVIDE SUPPORTING STRUCTURE TO SUPPORT WEIGHTS AND FORCES SHOWN, IN ADDITION TO ALL OTHER LOADS. VERIFY THE ADEQUACY OF THE STRUCTURES (SUCH AS WALLS AND FLOORS) WHICH SUPPORT THE EQUIPMENT FOR THE LOADS IMPOSED ON THEM BY THE EQUIPMENT IN ADDITION TO ALL OTHER LOADS. 12. VERIFY THAT THE INSTALLATION IS IN CONFORMANCE WITH THE 2010 CBC AND WITH THE DETAILS SHOWN IN THIS PRE -APPROVAL. VERIFY THAT THE ACTUAL EQUIPMENTS WEIGHT, CG LOCATION, ANCHOR LOCATIONS, ANCHOR DETAILS, AND THE MATERIAL AND GAGE OF THE UNIT WHERE ATTACHMENTS ARE MADE AGREE WITH THE INFORMATION SHOWN ON THE PRE -APPROVAL DOCUMENTS. et y -- No. 4197 r' * EXP.6-30-2014 it , 4 EV24112 �y \! 4yr. l' f C M.' . A P P R O V E D Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-2688-10 Pro -approval Program Manaest Anthony R. Pate Ma) 44aa10 Reviewed By: Anthon a 8/24/12 21 f EQUIPMENT ANCHORAGE it SEISMIC ENGINEERING www.equlpmantanohorapa.00m BELIMED, INC. aaa J. ROBEASON 6-SERIES VS STERILIZERS JOB N u-u46 omz 8124/12 3 OF 6 SHEETS SEISMIC ANCHORA6E CONCRETE SLAB POSSIBLE ADJACENT \i, STERILIZER (BY BELIMED) 44 I_ DI b" MIN I 4-. vu 33" Tu G.6.PIT. (SEE SUED.) USE 4- 5/8" HILTI KB-TZ EXPANSION ANCHORS (MIN. EMBED. (ha) = 3.I25') UNIT BASE AT ANCHORS 033' THK., 30 ksi (MIN) ELEVATION SEE SHEET 4 OF b FOR NOTES: SCHEDULE 1, ANCHORAGE DESIGN PER 2010 CALIFORNIA BUILDING CODE AND ASCE 7-05. STRENGTH DESIGN IS USED. HORIZONTAL FORCE (Eh) = 0.90 Wp (Sos = 200, ap = 10, Ip = 15, Rp = 2.5, z/h = 0.0) VERTICAL FORCE (Ev) = 0.40 Wp 2. CENTER OF GRAVITY (C.G.) WEIGHT IS A MAXIMUM THIS PRE -APPROVAL ENCOMPASSES ALL WEIGHTS UP TO THE MAXIMUM WEIGHT SHOWN. 3. STRUCTURAL ENGINEER OF RECORD FOR THE BUILDING SHALL PROVIDE SUPPORT STRUCTURE DESIGNED TO SUPPORT WEIGHTS AND FORCES SHOWN, IN ADDITION TO ALL OTHER LOADS. 4. SEE GENERAL NOTES: SHEETS 1 AND 2 4Q - es y� 0 No. 4197. F EXP. 6-30-2014 *,. rr 8/24n2, * \ram ,' ��/ j F.:, �.Av,� APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-2688-14 Pre•approvat Prapam Manager; Anthony R. PAio (915)440.e470 !1•624 Reviewed By: Anthon 8124112 A I-- EQUIPMENT ANCFIORAGE & SHA W ENGINEERING www.aquipmontanohorage.00m BELIMED, INC. Date I. ROBBRSON 6-SERIES VS STERILIZERS JOB NO. 11ll46 am 12 4 OF 6 8HEITO SEISMIC ANCHORAGE 3" UNIT BASE AT ANCHORS % 0.33" TfK., 30 ksl (MIN) r/ G.6. WT. SEE SCHED. . — -1 3g" PLAN AT BASE ,yam #�) No, 4197 , rii c4 " EXP, 6-30-2014 s ' , i 8/24/12'N. it tiF" CA1.\ CONCRETE SLAB USE 4- 5/b" HIL11 KB-TZ EXPANSION ANCHORS (MIN. EMBED. Ih.,) = 3.1251 MODEL HEIGHT DIMENSIONS BOLT FORCES Tu (LB) Vu (LB) A X 7) 1? 6-0-6 VSI-e IWOO 44.1 195 415 18.1 14gq 551 6-0-6 VSI 1100 44.1 20.1 312 183 1180 492 6-0-6 V52-e 2300 44.1 19.3 348 213 1686 541 6-0-6 V52 2100 44.1 14.1 36 21.1 1363 418 6-0-4 VSI-e 2200 55 q 1q.5 415 22.4 1514 640 6-0-9 V51 2000 55.4 Iqq 38 23 1264 568 6-0-9 V52-e 2100 55q 193 40 26.4 1613 651 6-0-q V52 2500 55.4 14.1 36.8 212 1301 585 6-0-12 V51-e 2100 10 193 42.1 28q 1144 150 6-0-12 V51 2400 10 19 q 38. 29.3 1418 658 6-0-12 V52-e 3100 10 193 40.1 33.1 1154 148 6-0-12 V52 2800 10 14.1 31.6 33.9 1406 651 APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-2688-10 pripappraval Program Manager. Anthony R. PA,. (910)440.8t7D Reviewed By: Anthon Wke 8/24/12 1 A @L EQUIPMENT ANCHORAGE & S ISMIC ENGINEERING www.agatpmantanohoraga.00m BELIMED, INC. DU. J. ROBERSON 6-SERIES VS STERILIZERS JOB Na u DAM 8 24/12 or 6 MEWS SEISMIC ANCHORAGE POSSIBLE ADJACENT _ STERILIZER (BY BELIMED) r CONCRETE SLAB ON METAL DECK C.6. WT. (SEE SCHED) MIN EDGE DISTANCE FOR ANY BOLT IN ANY DIRECTION UNIT BASE AT ANCHORS 033" TFIK., 30 ksl 01N) USE 4- 5/8"0 (A449) THREADED RODS THRU FLOOR (HOLES TO BE 1/16" LARGER THAN BOLT DIAMETER MAX.) n n m 6" m MIN Ti, ELEVATION SEE SHEET 6 OF 6 FOR Yv STtaIP 33" e N.W. OR 5A1) L.W CONG. (3000 PSI MIN) STRUT BEtEATH FLOOR (B1' STRUCTURAL ENGINEER OF RECORD) (SEE NOTE 4) _ HEX NUT TOP d BOTT OF STRUT FLANGE (TYP). (SEE NOTE 5) NOTES: SCHEDULE 1. FORCES ARE DETERMINED PER 2010 CALIFORNIA BUILDING CODE AND ASCE 7-05. STRENGTH DESIGN IS USED. HORIZONTAL FORCE (Eh) = 1.44 Wp (Sos = 2.00, ap = 10, ip = 15, Rp = 2.5, z/h < 10) VERTICAL FORCE (Ev) = 0.40 Wp 2, CENTER OF GRAVITY (C.G.) WEIGHT IS A MAXIMUM. THIS PRE -APPROVAL ENCOMPASSES ALL WEIGHTS UP TO THE MAXIMUM WEIGHT SHOWN. a STRUCTURAL ENGINEER OF RECORD SHALL PROVIDE STRUCTURE TO SUPPORT WEIGHTS AND FORCES SHOWN. 4. STRUCTURAL ENGINEER OF RECORD SHALL DESIGN THE STRUT(S) AND ITS ATTACHMENTS TO RESIST A LOAD NOT LESS THAN Vuenm IN COMBINATION WITH ALL OTHER LOADS THAT MAY BE PRESENT, WHERE Vu111 0.6VuX (NO OF ANCHORS ENGAGED BY STRUT) (MIN) 5. AT CONDITIONS WHERE NUT CANNOT BE PROVIDED AT TOP SIDE OF STRUT, PROVIDE TAPPED HOLE THROUGH STRUT FLANGE N©. 4197, 6 31) 2014.: S/24112:. , APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-2688-10 Pro-oppeovol Program Manager: Anthony R. P*e (e16t4404470 Reviewed By: A e 9124112 A � ff EQUIPMENT ANCHORAGE & SEISMIC ENGINEERING www.equipmentanohorage.00m BELIMED, INC. o. t xoBERsaN 6-SERIES VS STERILIZERS JOSS 11-1146 DM. 8r24/12 6 OF S SHEWS SEISMIC ANCHORA6E 3' T UNIT BASE AT ANCHORS %— 033" THK., 30 ksi (MIN) C.6. HT. SEE SCHED. PLAN AT BASE U5E 4- 5/6'N (A4440 THREADED RODS THRU FLOOR (HOLES TO BE VW LARGER THAN BOLT DIAMETER MAX) TO STRUT OR OTHER SUPPORTING MEMBER (BY STRUCTURAL ENGINEER OF RECORD) CONCRETE SLAB ON METAL DECK MODEL H�IB6)HT D M1ONS (INCHES) BOLT FORCES (1..B) (LB) A R. Z Y 6-0-6 V51-e 1900 44.1 195 415 18.1 2584 891 6-0-6 VSI 1100 44.1 20.1 372 183 2057 188 6-0-6 V52-e 2300 44.1 193 31.8 213 2882 876 6-0-6 V52 2100 44.1 19.1 36 219 2343 165 6-0-I VSI-e 2200 559 195 415 22.4 2140 1024 6-0-9 V51 2000 559 19.9 38 23 2212 908 6-0-9 V52-e 2100 559 19.3 40 26.4 2803 1052 6-0-9 V52 2500 55.9 19.1 36.8 212 2289 936 6-0-12 VSI-e 2700 10 193 42.1 289 3118 1200 6-0-12 VSI 2400 10 199 38b 293 2484 1053 6-0-12 V52-e 3100 10 193 40.7 33.1 3064 1198 6-0-12 V52 2800 10 14.1 37b 33.9 2468 1051 APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-2688-40 Pr-. .11 ► enagar Artho y R. Pie (.te) 4404470 Reviewed By: Anlhon 8124112 WALL, BY OTHERS UTILITIES LOCATED WITHIN UPPER ENCLOSURE STAND ALONE UNIT UTILITIES LOCATED BEHIND WALL SS TRIM, BY BELIMED WALL, BY OTHERS RECESSED UNIT Bellmed Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 467.4117 Web: www.bellmed.us BELIMED MST-V 609VS1 SINGLE DOOR STEAM STERILIZER Dwg. No. ` CUT-609-VS1 Rev.: B Typical installation of a Belimed single door MST-V 609VS1 Sterilizer. Drawn By: TJC Date: 9/30/11 Scale : N.T.S. PBQe 1 of 5 32 LEGEND WALL (BY OTHERS) r 301 101rr 1r--/ *SEE TECHNICAL SPECIFICATIONS ON PAGE 4 ��1s3K•�4•�4Ys•�ry v STERILIZER sr 1 CLEAN SIDE — SERVICE SHUT-OFF VALVE, BY OTHERS Iy — STEAM PARTICLE STRAINER, BY OTHERS dt) — STEAM TRAP, BY OTHERS HATCH TYPES STAINLESS STEEL ENCLOSURES, BY BELIMED DETAIL "B• (N.T.S.) PLAN VIEW TYPICAL SEISMIC ANCHORAGE DETAIL mopMn MOW rr tYW4BER —WIDTH 2r�� S WI STERIUZER3r / "B° WMu (BY OMER81—',, S a /74 r i I i t I I t t t I L L UJ .co z 6 U i• STERILIZER sr FRONT ELEVATION BelVmed Infection Control 2284 Clements Feny Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.belmed.ua SIDE ELEVATION BELIMED MST-V 609VS1 SINGLE DOOR STEAM STERILIZER TECHNICAL DRAWING Dwg. No. ` CUT-609-VS 1 Rev.: B Typical installation of a stand alone Belimed MST-V 609VS1 Sterilizer. Drawn By: TJC Date 9/30/11 seals: 3/8" = 1' Pape: 9 of ri LEGEND WALL (BY OTHEaa)- gi201/4'—,.' 1a 3N'--, e-14 3 4*-y' DR /4' s .44' 4444,4 *4 OR 314 STERILIZER 3a' . 3N" / WALL OPENING 40112' / *SEE TECHNICAL SPECIFICATIONS ON PAGE 4 CLEAN SIDE — SERVICE SHUT-OFF VALVE, BY OTHERS Iy — STEAM PARTICLE STRAINER, BY OTHERS — STEAM TRAP, BY OTHERS HATCH TYPES STAINLESS STEEL TRIM, BY BELIMED WALL, BY OTH\ 314 SCREW DIW&STUD.. STAINLESS STEEL TRW. BY MIMEO. / DETAIL "A" (N.T.S.) DETAIL "B" (N.T.S.) PLAN VIEW TYPICAL TRIM DETAIL TYPICAL SEISMIC ANCHORAGE DETAIL S � � STERILIZER 66" E' L WAIL (BY OTHERS) 1" \.:-\.... FRONT ELEVATION BelVvied Infection Control 2284 Clements Feny Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.befined.us SIDE ELEVATION BELIMED MST.-V 609VS1 SINGLE DOOR STEAM STERILIZER TECHNICAL DRAWING bwg. No. ` CUT-609-VS1 Rev.: B Typical installation of a recessed Belimed MST-V 609VS1 Sterilizer. Drawnsy: TJC Darr: 9/30/11 Scale : 3/8a = 1' Page : of 5 MST-V 609VS1 STERILIZER - TECHNICAL SPECIFICATIONS REQUIRED INPUTS S , bol Description Value Utility Notes SS Utility: Steam Steam must be dry, saturated, and free from all impurities such as gases, oil, dirt, or other contaminants. Provide adequate steam strainer typical for sterilizers. All steam drops must be piped from top of steam supply line. Connection Size/Type: 3/4 inch / NPT Pressure: Min: 40 Max: 65 psig Peak Consumption: 2.2 lbs/min *Consumption per Load: 33 lbs CW Utility: Cold Water Cold water is used to prime the condensate pump and cool the condensate. Optimal temperature is 60°F. Water should be softened to 0-60 ppm. Back flow prevention must be supplied by customer, as per local code. Connection S/ze/Type: 1/2 inch / NPT Pressure: Min: 30 Max: 70 psig Peak Consumption: 4 gal/min *Consumption per Load: 55 gal CA Utility: Compressed Air Air must be dry and oil free. Used to operate pneumatic control system. Connection Size Type: 1/4 inch / NPT Pressure: Min: 70 Max: 100 psig Peak Consumption: 1 CFM *Consumption per Load: 10 CF EL Utility: Electric Junction Box with Receptacle. NEMA 15-20R to NEC local codes. Grainger part No. 5C793. Connection Type: Hard wire within junction box Voltage (Nominal): 208 VAC Voltage (Phase): 3 Phase Voltage (Frequency): 60 Hz Circuit Protection: 10 Amps Peak Consumption: 2.3 kW *Consumption per Load: 1 kWh Utility: Equipment Area Exhaust Provide sufficient air exhaust to remove 1.8 kW heat rejection. Connection Type: Exhaust return grille - ' V1 Utility (Chamber): Safety Pressure Relief Valve Provide connection to safety relief valve and pipe to drain, atmosphere, or as required by local code. Outlet size: 1 inch / NPT SRV2 Utility (Jacket): Safety Pressure Relief Valve Provide connection to safety relief valve and pipe to drain, atmosphere, or as required by local code. Outlet size: 1 inch / NPT ESTIMATED EMISSIONS DR Utility: Open Drain Provide flush mounted floor sink and trap per local code. Connection Size: 1-1/4 inch Discharge Flow Rate: 5.3 gal/min *Consumption per Load: 59 gal NR Medium: Noise Radiation In accordance with IS03746: 1995 Testing Standards. Radiation (Net): 65 dBA HR Medium: Heat Radiation Heat dissipated into service room with ambient temperature of 86°F. Radiation (Net): 1.8 kW CONTINUED ON PAGE 5 'Bell/Lied Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.betlmed.w BELIMED MST-V 609VS1 SINGLE DOOR STEAM STERILIZER TECHNICAL SPECIFICATIONS Dw°' N°*: CUT 609-VS1 Rev.: B Technical Specifications for the installation of a Belimed MST-V 609VS1 Sterilizer. Drawn ay : TJC Date' 9/30/11 stele N.T.S. Page:a of • Optional utilities for chilled water cooling (used for reduction of cold water consumption). S Utility: Chilled Water Supply Connection Size/Type: 1/2 inch / NPT Pressure: Min: 30 Max: 70 psig Peak Consumption: 120 kBTU/hr *Consumption per Load: 28 kBTU CR Utility: Chilled Water Return Pressure difference CAP CS/CR must be greater than 7 PSIG. Connection Size/Type: 1/2 inch / NPT CW Utility: ' Cold Water Cold water is used to prime the vacuum pump. Connection Size/Type: 1/2 inch / NPT Pressure: Min: 30 Max: 70 psig Peak Consumption: 2.2 gal/min *Consumption per Load: 2.6 gal PHYSICAL SPECIFICATIONS Parameter: Carry -In Dimensions Machine Alone (Le. removed from packaging) Height: 81 in Width: 39 in Length: 55 in Parameter: Chamber Usable Dimensions Height: 26 in Width: 26 in Length: 39.3 in Parameter: Weights Transport Weight: 1600 Ibs Transport Weight = Machine + Crating Operating Weight: 2000 lbs Operational Weight = Machine + Load *Consumptions calculated under Additional Information: pre -vac cycle at 270'F and water temperature of 63-F. = Female pipe thread and strainers for steam and water supply. are customers responsibility. - NPT = Male pipe thread -FNPT - Others must provide service valves - All utility supplies and connections TS-609V$1 RevB Requirements at Sterilizer(s) with Optional TCP/IP connection Symbol Utility Description DP Data Port Connection Method: TCP/IP Ethernet to hospital network Connection Quantity: One (1) RJ45 Ethernet port per sterilizer Facility Wiring: *Cat 5 or Cat-6/6e wire Location: Ethernet port should be located with in 5 ft of machine Preferred Ethernet port location is in the enclosed service are of the sterilizer Final Connection: Belimed provided patch cables for final connection Port IP setup: Each RJ45 Ethernet Port with individual static IP address • Decision depends upon facility's networking preference. Please contact Belimed with any questions. TS-ICS8535-ST RevC 'BeI!,.i#ied Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 (800) 457-4117 Web: www.bellmed.us BELIMED MST-V 609VS1 SINGLE DOOR STEAM STERILIZER TECHNICAL SPECIFICATIONS tag. No. ` CUT 609-VS1 Rev. ` B Technical Specifications for the installation of a Belimed MST-V 609VS1 Sterilizer. Drawn 6y: TJC Date` 9/30/11 scale' N.T.S. Page 5 of 5Tel: " 36 EEQUUIIPM NT ANCHORAGE & SEISMIC ENGINEERING 2801 Conneiy Way, Suite B Missoula, MT 59808 Phn: (406) 541-EASE (3273) Fax: (406) 541-3274 Office of Statewide Health Planning and Development ANCHORAGE PRE -APPROVAL OPA-2437-07 Equipment Manufacturer: Belimed, Inc. Equipment Type: GR Series HS1 Sterilizers GENERAL NOTES 1. EXPANSION ANCHORS: (a) ATTACHMENT IS TO BE MADE WITH THE ANCHORS LISTED BELOW AND INSTALLED AS DESCRIBED IN THE CORRESPONDING ICC REPORT. Sheet 1 of 6 Anchor Diameter Concrete Type Min. fc (psi) Anchor T ype ICC Report No. Min. Embed. Min. Spacing Min. Edge Dist Min. Conc. Thickness Installation. Torque Test Loads 5/8" Hardrock 3000 Hilti Kwik Bolt TZ ESR-1917 4" 4' 18' 6' 60 Ft-Lbs Direct Pun Tension - 3455 lbs 2. TESTING OF EXPANSION ANCHORS PER 2007 CBC, 1916A-8 : TENSION TESTING SHALL BE DONE IN THE PRESENCE OF THE SPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO OSHPD (a) AFTER AT LEAST 24 HOURS HAVE ELAPSED SINCE INSTALLATION, DIRECT PULL TENSION TEST AT LEAST 50% OF THE ANCHORS. (b) ACCEPTANCE CRITERIA: THE ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT THE TEST LOAD. A PRACTICAL WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE WASHER BECOMES LOOSE. (c) IF ANY ANCHOR FAILS, TEST ALL ANCHORS. i No. 4197 EXP. 6-30-2012 * sl5/11/10 :, APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-2437-07 Pre -approval Program Manage: Anthony R Pke (918) 440-8470 PENDING Reviewed By: Anthony R. Pike 5/19/10 gAO UIEPMMENTANCHORAGE & SEISMIC ENGINEERING 2801 Connery Way, Suite B Missoula, MT 59808 Phn: (406) 541-EASE (3273) Fax: (406) 541-3274 Office of Statewide Health Planning and Development ANCHORAGE PRE -APPROVAL OPA-2437-07 Equipment Manufacturer: Belimed, Inc. Equipment Type: GR Series HS1 Sterilizers GENERAL NOTES (CONTINUED) 3. FORCES PER ASCE 7-05 SECTION 13.3.1, EQUATIONS 13.3-1,13.3-2 & 13.3-3, WHERE SDS =1.93, ap = 1.0, Ip =1.5 & Rp = 2.5 4. THIS PRE -APPROVAL CONFORMS TO THE 2007 CALIFORNIA BUILDING CODE. 5. THE DETAILS IN THIS PRE -APPROVAL MAY BE USED AT ANY LOCATION IN THE STATE OF CALIFORNIA. THE ELEVATED FLOOR DETAILS MAY BE USED AT ANY HEIGHT IN A BUILDING. •. ALL ANCHOR FORCES SHOWN ON THE DRAWINGS ARE WORKING LOADS (AS OPPOSED TO STRENGTH LEVEL LOADS) AND MAY BE USED FOR ALLOWABLE STRESS DESIGN. 7. THIS PRE -APPROVAL COVERS THE ANCHORAGE OF THE UNIT ONLY. Sheet 2 of 6 RESPONSIBILITIES OF THE STRUCTURAL ENGINEER OF RECORD 8. VERIFY THAT THE CONCRETE SLAB WHICH THE EQUIPMENT IS ANCHORED TO IS NOT CRACKED. 9. VERIFY THAT THE ANCHORS ARE AN ADEQUATE DISTANCE FROM ANY SLAB EDGES OR OPENINGS. 10. VERIFY THAT THE ANCHORS ARE AN ADEQUATE DISTANCE FROM ANY NEW OR EXISTING ANCHORS. 11. DESIGN BACKING BARS, STUDS, ETC. WHICH THE UNITS ARE ATTACHED TO AS NOTED ON THE DRAWINGS. THE SEOR SHALL ALSO VERIFY THE ADEQUACY OF THE STRUCTURES (SUCH AS WALLS AND FLOORS) WHICH SUPPORT THE UNITS FOR THE LOADS IMPOSED ON THEM BY THE UNITS AS WELL AS ALL OTHER LOADS. 12. PROVIDE ANY SUPPORTING STRUCTURE REQUIRED TO SUPPORT WEIGHTS AND FORCES SHOWN, IN ADDITION TO ALL OTHER LOADS. 13. VERIFY THAT THE INSTALLATION IS IN CONFORMANCE WITH THE 2007 CBC AND WITH THE DETAILS SHOWN IN THIS PRE -APPROVAL. VERIFY THAT THE ACTUAL EQUIPMENTS WEIGHT, CG LOCATION, ANCHOR LOCATIONS, ANCHOR DETAILS AND THE MATERIAL AND GAGE OF THE UNIT WHERE ATTACHMENTS ARE MADE AGREE WITH THE INFORMATION SHOWN ON THE PRE -APPROVAL DOCUMENTS. No. 4197 r EXP.6-30-2012. j, .S 5/19/IO v t9lf FUO� %N.- APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-2437-07 Pie-epp,ovW Program Manager. Anthony R. Pike (916) 440-8470 PENDING Reviewed By: Anthony R. Pike 5/19/10 A EQUIPMENT ANCHORAGE & SEISMIC ENGINEERING www.equlpmentanchorage.com BELIMED, INC. it IA BRIE 6 GR SERIES HS1 STERILIZERS DATE 5/19n0 SEISMIC ANGHORASE „pe G.6. HT. _ (SEE TABLE) _ell Xi X2 SLAB ON GRADE USE 8- 5/8'4) HILTI KB-TZ EXPANSION ANCHORS (MIN. EMBED. Ow) = 4') UNIT BASE PLATE 15 3/8' THK A36 (MIN) ELEVATION NOTES: 1. ANCHORAGE DESIGN PER 2007 CAUFORNIA BUILDING CODE - SECTION 1613A AND ASCE 7-05 SECTIONS 12 AND 13. ALLOWABLE STRESS DESIGN IS USED. HORIZONTAL FORCE (Et)) = 0.61 Wp (Sos = 193, ap = 1.0, I = 1.5, Rp = 2.5) VERTICAL FORCE (Ev) = 027 Wp 2, CENTER OF GRAVITY (C.G.) WEIGHT IS A MAXIMUM. THIS PRE -APPROVAL ENCOMPASSES ALL WEIGHTS UP TO THE MAXIMUM WEIGHT SHOWN. 3. ENGINEER OF RECORD FOR THE BUILDING SHALL PROVIDE SUPPORT STRUCTURE DESIGNED TO SUPPORT WEIGHTS AND FORCES SHOWN, IN ADDITION TO ALL OTHER LOADS, 4. SEE GENERAL NOTES: SHEETS 1-2 No. 4197 - EXP.6-30-2012 n s * 5/19/10 l7l4 OFU CAIk�\. A P P R O V E D Fixed Equipment Anchorage '% Office of Statewide Health Planning and Development OPA-2437-07 Pre -approval Program Manager. Anthony R. Pike (01 e) 440.8470 PENDING Reviewed By: Anthony R. Pike 5/19/10 729 A @! EQUIPMENT ANCHORAGE & SEISMIC ENGINEERING www.equlpmentanchorage.com BELIMED, INC o R IA BRIE a+ st JOB NO- 11-09108 GR SERIES HS1 STERILIZERS DATE 549/10 SEISMIC ANCHORAGE C.6. i4T. = (SEE TABLEW ELEVATED FLOOR USE 4- 5/8'. (A301) BOLTS THRU FLOOR (HOLES TO BE I/I6' LARGER THAN BOLT DIAMETER MAX) UNIT BASE PLATE 15 3/8" THK A36 (MIN) STRUT OR OTHER SUPPORTING MEMBER (BY DINER OF RECORD) NOTES: ELEVATION 1. ANCHORAGE DESIGN PER 2007 CALIFORNIA BUILDING CODE - SECTION 1613A AND ASCE 7-05 SECTIONS 12 AND 13. ALLOWABLE STRESS DESIGN IS USED. HORIZONTAL FORCE (Eh)=0.97Wp(SDs=1.93,ap=1.0,ip=1.5,Rp=2.5) VERTICAL FORCE (Ev) = 027 Wp 2. CENTER OF GRAVITY (C.G.) WEIGHT IS A MAXIMUM. THIS PRE -APPROVAL ENCOMPASSES ALL WEIGHTS UP TO THE MAXIMUM WEIGHT SHOWN. a ENGINEER OF RECORD FOR THE BUILDING SHALL PROVIDE SUPPORT STRUCTURE DESIGNED TO SUPPORT WEIGHTS AND FORCES SHOWN, IN ADDITION TO ALL OTHER LOADS. 4. SEE GENERAL NOTES: SHEETS 1-2 No. 4197 * EXP. 6-30-2012 tp9 1r1a q>I %�v lie, APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-2437-07 Pre -approval Program Manager. Anthony R. Pike (91e)410-e470 PENDING Reviewed By: Anthony R. Pike 5/19/10 J FA „EQUIPMENT ANCHORAGE & SEISMIC ENGINEERING www.equlpmentanchorape.com BELIMED, INC. °Es. R. LA BRIE SHEET 6 6 SHEETS Jall Na GR SERIES HS1 STERILIZERS DATE onoOF SEISMIC ANGHORA6>t UNIT BASE PLATE IS 3/B" TNK A36 (MIN) USE 8- 5/3`4) (A301) BOLTS THRU FLOOR (HOLES TO BE I/16" LARGER THAN BOLT DIAMETER MAX) TO STRUT OR OTHER SUPPORTING MEMBER (BY ENGINEER OF RECORD) No. 4197 m m c4 EXP. 6-30-2012 r,f,5/l9/I0 �, 4 OF C A Ev�� ELEVATED FLOOR PLAN AT BASE UNIT NUMBER OW)) 'Du CO Xi GR) X2 G 'V lira I df GR 9-6-12 HS1 4800 563 28.6 252 305 1105 612 GR 9-6-15 HS1 5200 68,1 34.1 321 305 1140 650 GR 9-6-18 HS1 5700 79,9 39.6 396 30.5 1187 691 APPROVED Fixed Equipment Anchorage Office of Statewide Health Planning and Development OPA-2437-07 Pre -approval Program Manager. Anthony R Pare (019) 440-9470 PENDING Reviewed By: Anthony R. Pike 5/19l10 A-k Beli ed Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.belmed.us GR9615-HS 1 RIGHT CHAMBER HORIZONTAL STERILIZER 3D IMAGE 13"' "°-: CUT-GR9615HS1-RC'Re°' ` A Typical installation of a Belimed right chamber A. By A. HERRON, Date: 10/5/12 GR9615-HS1 Horizontal Sterilizer. !scale: - 'Page: 1 of 18 N.T.S. C) v r DR, CD I SRV2 I .......SSA I SS ( CR I CS cw CA f .SRVI g 2" x 2" SQUARE STAINLESS STEEL TUBING, BY OTHERS CA — COMPRESSED AIR CD ----- CONDENSATE CR — CHILLED WATER RETURN (OPTIONAL) CS — CHILLED WATER SUPPLY (OPTIONAL) CW COLD WATER DR FLOOR DRAIN DP — DATA PORT EL . - -- ELECTRICITY FOR MACHINE EX EXHAUST SRV— SAFETY PRESSURE RELIEF VALVE SS STEAM _._ DE_. +CR +CS +cw 1 CA /, 5 5O: V l o i U en/ w SSA -SS • PIT BOTTOM SHOULD BE FLAT, WITH NO SLOPE +SRV2 STEAM MANIFOLD (SEE DETAIL SHEET 5) SRVI -{- I a. a 77 H wL-• 14 3/4"--- 241/4" / 52 1/4" 64114" 66 3/4" - - 701/4" PIT AND WALL OPENING 76 1/4" CLEAN SIDE WALLS. BY OTHERS LEGEND LINE TYPES HATCH TYPES �l __.'''....1 STAINLESS STEEL TUBING PIT OUTLINE (6.25" DEPTH) Beli ed Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457 1117 Web: www.belmed.us GR9615-HS 1 RIGHT CHAMBER HORIZONTAL STERILIZER PLAN VIEW IDwg "I CUT-GR9615HS1 R0reV A Typical site preparation of a right chamber 1 Drawn By A. HERRON, Date ` 10/5/12 GR9615-HS1 Horizontal Sterilizer. tee'. 1/2" = 1r `Page: 2 of 18 CEILING, BY OTHERS WALLS, BY OTHERS—'. EL. CA. CW, CS, WALL OPENING 79 3/4" FINISH FLOOR —J LEVEL — 1 CA -- - COMPRESSED AIR CD — CONDENSATE CR — CHILLED WATER RETURN (OPTIONAL) CS CHILLED WATER SUPPLY (OPTIONAL) CW — COLD WATER DP DATA PORT DR FLOOR DRAIN EL — ELECTRICITY FOR MACHINE SS STEAM MANIFOLD HEIGHT 82' —DR SSA 1 STEAM _ MANIFOLD (SEE DETAIL SHEET 5) PIT 8 WALL OPENING 76 1/4" PIT DEPTH 6 1/4" -- UTILITY CONNECTION HEIGH PHASE 1 CONNECTION POINT FOR UTILITIES ARE TO BE PROVIDED BY OTHERS BEFORE EQUIPMENT INSTALLATION BEGINS. PROVIDE SHUT-OFF VALVES AT PHASE 1 CONNECTION POINTS FOR SS, CA, CW, CS, CR. PHASE 2 CONNECTION OF UTILmES TO EQUIPMENT ARE TO BE PROVIDED BY OTHERS AFTER EQUIPMENT HAS BEEN SET IN FINAL POSITION BY BEUMED. ALL FINAL CONNECTIONS (FROM PHASE 1 CONNECTION POINTS TO FINAL CONNECTION POINTS, PHASE 2) ARE BY OTHERS. LEGEND SYMBOLS SERVICE SHUT-OFF VALVE. BY OTHERS O,1 — STEAM TRAP, BY OTHERS LINE TYPES PIT OUTLINE (6.25" DEPTH) BeliF is e Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.bellmed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER I 1 FRONT ELEVATION i DWg. No. ` CUT-GR9615HS1-RC IR" Typical site preparation of a right chamber i Dt9wn By: A. HERRONDate: 10/5/12 EGR9615-HS1 Horizontal Sterilizer. 1/2' 3 of 18 Scare: ,r = 1 Page: STEAM MANIFOLD (SEE DETAIL �. SHEET 5) x 0 J 1 CD U U U ISSA I 2 1 i DR ', DRAIN, BY OTHERS CA ---- COMPRESSED AIR CD — CONDENSATE CR — CHILLED WATER RETURN (OPTIONAL) CS CHILLED WATER SUPPLY (OPTIONAL) CW — COLD WATER DP •--DATA PORT DR • FLOOR DRAIN EL — ELECTRICITY FOR MACHINE SS - - STEAM Bell. e Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.belmed.us PIT 82 1/2" o WALLS, BY CEILING, BY OTHERS • OTHERS WALL OPENING 79 3/4' - CONNCETION POINT FOR UTILITES 72' CEILING HEIGHT PI7 EDGE ( PROTECTION BY I OTHERS, FINISH r— FLOOR LEVEL FiNISHED2 - FLOOR A PIT EDGE...:. -ti LEGEND SYMBOLS - SERVICE SHUT-OFF VALVE, BY OTHERS — STEAM TRAP, BY OTHERS LINE TYPES PR OUTLINE (6.25- DEPTH) GR9615-HS 1 RIGHT CHAMBER HORIZONTAL STERILIZER SIDE ELEVATION I Dwg. ° CUT-GR9615HS1 RC ReV ` A : :Typical site preparation of a right chamber Drawn BY Date A. HERRON 10/5/12 GR9615-HS1 Horizontal Sterilizer. safe: = PageE 1/2 =1 4 of 18 ; v v CA — COMPRESSED AIR CD CONDENSATE CR — CHILLED WATER RETURN (OPTIONAL)., CS — CHILLED WATER SUPPLY (OPTIONAL) CW - - COLD WATER EL ELECTRICITY FOR MACHINE SRV— SAFETY PRESSURE RELIEF VALVE SS STEAM STEAM MANIFOLD (DE -WATERING) SSB (STEAM OUT, NOT USED WITH SINGLE STERILIZER INSTALLATIONS) t CD (CONDENSATE) (TO BE INSTALLED BY OTHERS WITH 'Ur SLOPE TOWARDS CONDENSATE DRAM). LOWER THIS END'h' TYPICAL STEAM MANIFOLD (N.T.S.) LEGEND — SERVICE SHUT-OFF VALVE, BY OTHERS tj STEAM TRAP, BY OTHERS Beli Ked Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.belmed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER TYPICAL ISOMETRIC VIEW jDwg.N° CUT GR9615HS1 RClReV A Typical utility piping diagram of a right chamb Pra "By A. HERRON'Date 10/5/12 GR9615-HS1 Horizontal Sterilizer. N.T.S. -1 js� 'Pees: 5 of 18 DRAIN. BY OTHERS — PUMP 2" DRAIN r UNE, BY OTHERS l; r�l I d r, 13, CHAMBER DOOR OPEN POSITION 1 L1 ._. ui ......._-... WALLS, BY ,' OTHERS 3/4" 3/4" STERIUZER 74 3/4" CLEAN SIDE LEGEND LINE TYPES HATCH TYPES PIT OUTUNE (6.25" DEPTH) STAINLESS STEEL TUBING Beli e Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.bellmed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER PLAN VIEW BwgN°CUT-GR9615HS1 RC1R' A ;Typical equipment layout of a right chamber IDrawnBy: A. HERRON!Dale: 16/5/12 GR9615-HS1 Horizontal Sterilizer. sae. 1/2e __1.__ Page: 6 of 18 CEILING, BY _ OTHERS WALLS, BY OTHERS ~•, CEILING HEIGHT FINISH FLOOR —I LEVEL ERILIZER 84 3/ • 2" DRAIN LINE, BY OTHERS DRAIN, BY OTHERS STERILIZER 74 3/4" LEGEND LINE TYPES — — — — PIT OUTLINE (6.25" DEPTH) HATCH TYPES f;='„`MR2I STAINLESS STEEL TRIM, BY BEUMED Beli. ed Infection C o n t r o l 2284 Clements Ferry Road, Charleston, SC 29492 Ted: (800) 457.4117 Web: www.belmed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER FRONT ELEVATION 1Dwg No CUT-GR9615HS1 RCjRev A ;Typical equipment layout of a right chamber Drawn BY A HERRONTDate 10/5/12 =GR9615-HS1 Horizontal Sterilizer. �8: 1/2 — 1 Page: 7 of 18 PUMP —, I il'i. 2' DRAIN LINE, I' BY OTHERS I � DRAIN, BY OTHERS —!-- WALLS, BY CEILING, BY OTHERS i OTHERS STERILIZER 84 3/4" GE LING HEIGHT FINISH FLOOR LEVEL LEGEND LINE TYPES — — — PIT OUTLINE (6.25" DEPTH) Bell ed Infection C o n t r o l 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.belmed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER SIDE ELEVATION iD '"°" CUT-GR9615HS1-RCf Re A 1 Typical equipment layout of a right chamber ID' By ` A. HERRONI Date ` 10/5/12 GR9615-HS1 Horizontal Sterilizer. i Scaiii 1/2" = 1' 'Page. 8 of 18 SEISMIC r— DR _.._............ DR. CD I 'j I. ii SRV2 I SSA SS CR I +HCR CS +.CS CW I LCw I Cr, CAI +CA cm in I 1 .SRVi I a_ N }EL ±DP f 8 2" x 2" SQUARE STAINLESS —' STEEL TUBING, BY OTHERS i U w W CA COMPRESSED AIR CD CONDENSATE CR — CHILLED WATER RETURN (OPTIONAL) CS CHILLED WATER SUPPLY (OPTIONAL) CW COLD WATER DP — DATA PORT DR ..-- FLOOR DRAIN EL ELECTRICITY FOR MACHINE SRV— SAFETY PRESSURE RELIEF VALVE SS STEAM ?tCD • PIT BOTTOM SHOULD BE FLAT, WITH NO SLOPE. +SRV2 STEAM MANIFOLD • (SEE DETAIL SHEET 5) SRV1 + a O U co Co C• O N 57 1/2' 69 1/2" 72" 19 3/4" 291/2" 75 1/2" PIT AND WALL OPENING 81 1/2" CLEAN SIDE WALLS, BY OTHERS LEGEND LINE TYPES PIT OUTLINE (6.25" DEPTH) HATCH TYPES STAINLESS STEEL TUBING Beli q,ed Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.belmed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER SEISMIC PLAN VIEW !°"'N°' CUT-GR9615HS1 RC Rev A Option A seismic site preparation of a right !brawn BY A. HERRON'DaieC 10/5/12 chamber GR9615-HS1 Horizontal Sterilizer. aci8- ��2„_ �; Pe> 9 of 18 I SEISMIC WALLS, BY OTHERS CEILING, BY OTHERS \ CEILING HEIGHT WALL OPENING 79 3/4" FINISH f FLOOR I LEVEL L:J SSA ( STEAM MANIFOLD 9-P /— (SEE DETAIL SHEET 5) MANIFOLD HEIGHT 82 CA - - COMPRESSED AIR CD — CONDENSATE CR — CHILLED WATER RETURN (OPTIONAL) CS CHILLED WATER SUPPLY (OPTIONAL) CW — COLD WATER DP ---- DATA PORT DR FLOOR DRAIN EL — ELECTRICITY FOR MACHINE SS -- STEAM DR PIT & WALL OPENING 81 1/2' PHASE 1 CONNECTION POINT FOR UTILITIES ARE TO BE PROVIDED BY OTHERS BEFORE EQUIPMENT INSTALLATION BEGINS. PROVIDE SHUT-OFF VALVES AT PHASE 1 CONNECTION POINTS FOR SS, CA, CW, CS, CR PHASE 2 CONNECTION OF UTILITIES TO EQUIPMENT ARE TO BE PROVIDED BY OTHERS AFTER EQUIPMENT HAS w BEEN SET IN FINAL POSITION BY BELIMED. ALL FINAL CONNECTIONS 6 (FROM PHASE 1 CONNECTION POINTS TO FINAL CONNECTION POINTS. PHASE 2) ARE BY OTHERS. Z O PIT DEPTH 6 1/4 NOTE: FOR SIDE ELEVATION SEE SHEET 4 LEGEND SYMBOLS — SERVICE SHUT-OFF VALVE, BY OTHERS I! — STEAM TRAP, BY OTHERS LINE TYPES PIT OUTLINE (6.25" DEPTH) Infection Control 2284 Clements Ferry Road, Chadeston, SC 29492 Tel: (800) 457-4117 Web: www.belimed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER SEISMIC FRONT ELEVATION j 9 No CUT GR9615HS1-RC Rev" A Option A seismic site preparation of a right ID"a"'nBY: A. HERRON Dale: 10/5/12 chamber GR9615-HS1 Horizontal Sterilizer. I8caie; 1 /2 = 1' Page' 10 of 18 WALLS, BY OTHERS CEILING, BY OTHERS \ CEILING HEIGHT WALL OPENING 79 3/4" FINISH f FLOOR I LEVEL L:J SSA ( STEAM MANIFOLD 9-P /— (SEE DETAIL SHEET 5) MANIFOLD HEIGHT 82 CA - - COMPRESSED AIR CD — CONDENSATE CR — CHILLED WATER RETURN (OPTIONAL) CS CHILLED WATER SUPPLY (OPTIONAL) CW — COLD WATER DP ---- DATA PORT DR FLOOR DRAIN EL — ELECTRICITY FOR MACHINE SS -- STEAM DR PIT & WALL OPENING 81 1/2' PHASE 1 CONNECTION POINT FOR UTILITIES ARE TO BE PROVIDED BY OTHERS BEFORE EQUIPMENT INSTALLATION BEGINS. PROVIDE SHUT-OFF VALVES AT PHASE 1 CONNECTION POINTS FOR SS, CA, CW, CS, CR PHASE 2 CONNECTION OF UTILITIES TO EQUIPMENT ARE TO BE PROVIDED BY OTHERS AFTER EQUIPMENT HAS w BEEN SET IN FINAL POSITION BY BELIMED. ALL FINAL CONNECTIONS 6 (FROM PHASE 1 CONNECTION POINTS TO FINAL CONNECTION POINTS. PHASE 2) ARE BY OTHERS. Z O PIT DEPTH 6 1/4 NOTE: FOR SIDE ELEVATION SEE SHEET 4 LEGEND SYMBOLS — SERVICE SHUT-OFF VALVE, BY OTHERS I! — STEAM TRAP, BY OTHERS LINE TYPES PIT OUTLINE (6.25" DEPTH) Infection Control 2284 Clements Ferry Road, Chadeston, SC 29492 Tel: (800) 457-4117 Web: www.belimed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER SEISMIC FRONT ELEVATION j 9 No CUT GR9615HS1-RC Rev" A Option A seismic site preparation of a right ID"a"'nBY: A. HERRON Dale: 10/5/12 chamber GR9615-HS1 Horizontal Sterilizer. I8caie; 1 /2 = 1' Page' 10 of 18 SEISMIC 2" DRAIN DRAIN, BY OTHERS LINE, BY OTHERS PUMP 3 CHAMBER DOOR OPEN POSITION (; m — I.. TN ;T WALLS, BY OTHERS .,� 0 . I, 3/4" STERILIZER 74 3/4" CLEAN SIDE LEGEND LINE TYPES —. — PIT OUTLINE (8.25" DEPTH) HATCH TYPES 1 STAINLESS STEEL TUBING 1 G R9615-H S 1 ': ed RIGHT CHAMBER HORIZONTAL STERILIZER SEISMIC PLAN VIEW D"g' No. ` CUT-GR9615HS1-RC (Rev ' A - Drawn BY : Dale _ Infection Control Optio- n'A seismic equipment layout of a right A. HERRON 10/5/12 ;chamber GR9615-HS1 Horizontal Sterilizer. ;scars: 1/2" , 1' ;Page: 11 of 18 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.beNmed.us 2" DRAIN DRAIN, BY OTHERS LINE, BY OTHERS PUMP 3 CHAMBER DOOR OPEN POSITION (; m — I.. TN ;T WALLS, BY OTHERS .,� 0 . I, 3/4" STERILIZER 74 3/4" CLEAN SIDE LEGEND LINE TYPES —. — PIT OUTLINE (8.25" DEPTH) HATCH TYPES 1 STAINLESS STEEL TUBING 1 G R9615-H S 1 ': ed RIGHT CHAMBER HORIZONTAL STERILIZER SEISMIC PLAN VIEW D"g' No. ` CUT-GR9615HS1-RC (Rev ' A - Drawn BY : Dale _ Infection Control Optio- n'A seismic equipment layout of a right A. HERRON 10/5/12 ;chamber GR9615-HS1 Horizontal Sterilizer. ;scars: 1/2" , 1' ;Page: 11 of 18 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.beNmed.us CEIUNG, BY OTHERS 's WALLS. BY OTHERS —\ l©.,,P%9P,1,1 I FINISH FLOOR - LEVEL NOTE: FOR SIDE ELEVATION SEE SHEET 8 CHAMBER WIDTH 26" 2" DRAIN LINE, BY OTHERS DRAIN. BY OTHERS LEGEND LINE TYPES PIT OUTLINE (6.25" DEPTH) HATCH TYPES STAINLESS STEEL TRIM, BY BELIMED STERILIZER 74 3/4" - 6" -; SEISMIC' 5/8" DIA. HILT1 KB-TZ \ EXPANSION ANCHORS (MIN. EMBED. = 4"). / I/ (x8 LOCATIONS). 1 UNIT BASE-. BOTTOM PLATE • OF PIT • • / • f TYPICAL STERILIZER SEISMIC ANCHORAGE (N.T.S.) Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: www.belmed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER SEISMIC FRONT ELEVATION iDwg. No. CUT-GR9615HS1-RCre' A Option A seismic equipment layout of a right 1Draw" BY A. HERRON:Date: 10/5/12 chamber GR9615-HS1 Horizontal SteriNzer. seik: 1/2"= Page 12 of 18 SEISMIC DR, CD SRV2 SSA I SS CR I CS CW CA I SRV1 OR ) I 4. +CR +CS +CW *CA 4•EL +DP +SRV2 SSA STEAM MANIFOLD (SEE DETAIL SHEET 5) SS SRV1 • PIT BOTTOM SHOULD BE FLAT. WITH NO SLOPE. a. WALLS. BY /I OTHERS ,v..... .,/,—,..- --.‘,.. , cc cc .4 01 0, .6. ..el c.) .. 2" x 2" SQUARE STAINLESS -." mi ., STEEL TUBING, BY OTHERS CA COMPRESSED AIR CD CONDENSATE CR — CHILLED WATER RETURN (OPTIONAL) CS CHILLED WATER SUPPLY (OPTIONAL) CW COLD WATER DP — DATA PORT DR • FLOOR DRAIN EL ELECTRICITY FOR MACHINE SRV— SAFETY PRESSURE RELIEF VALVE Beli ed Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: vwm.beimed.us Lel 1 69 1/2" 81 1/2" 84- 87 1/2" 31 3/4" 41 1/2" PIT AND WALL OPENING 93 1/2" CLEAN SIDE 1 LEGEND LINE TYPES PIT OUTLINE (6.25' DEPTH) HATCH TYPES STAINLESS STEEL TUBING GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER SEISMIC PLAN VIEW ID*9*No.iCUT-GR9615HS1-RC I Rev. : A Drawn B • ;Opti! on B seismic site preparation of a right I Y A. HERRON; 10/5/12 chamber GR9615-HS1 Horizontal Sterilizer. Isai: 1/2"= 1' ;Page: 13 of 18 DR, CD SRV2 SSA I SS CR I CS CW CA I SRV1 OR ) I 4. +CR +CS +CW *CA 4•EL +DP +SRV2 SSA STEAM MANIFOLD (SEE DETAIL SHEET 5) SS SRV1 • PIT BOTTOM SHOULD BE FLAT. WITH NO SLOPE. a. WALLS. BY /I OTHERS ,v..... .,/,—,..- --.‘,.. , cc cc .4 01 0, .6. ..el c.) .. 2" x 2" SQUARE STAINLESS -." mi ., STEEL TUBING, BY OTHERS CA COMPRESSED AIR CD CONDENSATE CR — CHILLED WATER RETURN (OPTIONAL) CS CHILLED WATER SUPPLY (OPTIONAL) CW COLD WATER DP — DATA PORT DR • FLOOR DRAIN EL ELECTRICITY FOR MACHINE SRV— SAFETY PRESSURE RELIEF VALVE Beli ed Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Tel: (800) 457-4117 Web: vwm.beimed.us Lel 1 69 1/2" 81 1/2" 84- 87 1/2" 31 3/4" 41 1/2" PIT AND WALL OPENING 93 1/2" CLEAN SIDE 1 LEGEND LINE TYPES PIT OUTLINE (6.25' DEPTH) HATCH TYPES STAINLESS STEEL TUBING GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER SEISMIC PLAN VIEW ID*9*No.iCUT-GR9615HS1-RC I Rev. : A Drawn B • ;Opti! on B seismic site preparation of a right I Y A. HERRON; 10/5/12 chamber GR9615-HS1 Horizontal Sterilizer. Isai: 1/2"= 1' ;Page: 13 of 18 SEISMIC CEILING, BY OTHERS WALLS, BY OTHERS L. CA. CW, CS, CR ,.I l�- DP( "Ji: WALL OPENING 79 3/4' 0 O STEAM MANIFOLD (SEE DETAIL _j)�' SHEET5) -PIT DEPTH 61/4" PHASE 1 CONNECTION POINT FOR UTILITIES ARE TO BE PROVIDED BY OTHERS BEFORE EQUIPMENT INSTALLATION BEGINS. PROVIDE SHUT-OFF VALVES AT PHASE 1 CONNECTION POINTS FOR SS, CA, CW, CS, CR. iv ' PHASE 2 CONNECTION OF UTILITIES ti TO EQUIPMENT ARE TO BE PROVIDED x BY OTHERS AFTER EQUIPMENT HAS BEEN SET IN FINAL POSITION BY BELIMED. ALL FINAL CONNECTIONS Z� (FROM PHASE 1 CONNECTION POINTS TO FINAL CONNECTION POINTS, (.3 PHASE 2) ARE BY OTHERS. 2 0 U FINISH • FLOOR — LEVEL PIT & WALL OPENING 93 1/2" CA --- COMPRESSED AIR CD — CONDENSATE CR — CHILLED WATER RETURN (OPTIONAL) CS • CHILLED WATER SUPPLY (OPTIONAL) CW — COLD WATER DP - - DATA PORT DR - - FLOOR DRAIN EL — ELECTRICITY FOR MACHINE SS STEAM NOTE: FOR SIDE ELEVATION SEE SHEET 4 LEGEND SYMBOLS SERVICE SHUT-OFF VALVE. BY OTHERS t•! — STEAM TRAP, BY OTHERS LINE TYPES — — — — PIT OUTLINE (6.25" DEPTH) Bell .t ed Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Ted: (800) 457-4117 Web: www.belmed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER 1 Dwg" N ` CUT GR9615HS1-RC1Rev.: A SEISMIC FRONT ELEVATION ; Option B seismic site preparation of a right Drawn By ` A. HERRON Date: 10/5/12 ;chamber GR9615-HS1 Horizontal Sterilizer. Sc:e1/2" = 1' Page: 14 of 18 CEILING, BY OTHERS WALLS, BY OTHERS L. CA. CW, CS, CR ,.I l�- DP( "Ji: WALL OPENING 79 3/4' 0 O STEAM MANIFOLD (SEE DETAIL _j)�' SHEET5) -PIT DEPTH 61/4" PHASE 1 CONNECTION POINT FOR UTILITIES ARE TO BE PROVIDED BY OTHERS BEFORE EQUIPMENT INSTALLATION BEGINS. PROVIDE SHUT-OFF VALVES AT PHASE 1 CONNECTION POINTS FOR SS, CA, CW, CS, CR. iv ' PHASE 2 CONNECTION OF UTILITIES ti TO EQUIPMENT ARE TO BE PROVIDED x BY OTHERS AFTER EQUIPMENT HAS BEEN SET IN FINAL POSITION BY BELIMED. ALL FINAL CONNECTIONS Z� (FROM PHASE 1 CONNECTION POINTS TO FINAL CONNECTION POINTS, (.3 PHASE 2) ARE BY OTHERS. 2 0 U FINISH • FLOOR — LEVEL PIT & WALL OPENING 93 1/2" CA --- COMPRESSED AIR CD — CONDENSATE CR — CHILLED WATER RETURN (OPTIONAL) CS • CHILLED WATER SUPPLY (OPTIONAL) CW — COLD WATER DP - - DATA PORT DR - - FLOOR DRAIN EL — ELECTRICITY FOR MACHINE SS STEAM NOTE: FOR SIDE ELEVATION SEE SHEET 4 LEGEND SYMBOLS SERVICE SHUT-OFF VALVE. BY OTHERS t•! — STEAM TRAP, BY OTHERS LINE TYPES — — — — PIT OUTLINE (6.25" DEPTH) Bell .t ed Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Ted: (800) 457-4117 Web: www.belmed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER 1 Dwg" N ` CUT GR9615HS1-RC1Rev.: A SEISMIC FRONT ELEVATION ; Option B seismic site preparation of a right Drawn By ` A. HERRON Date: 10/5/12 ;chamber GR9615-HS1 Horizontal Sterilizer. Sc:e1/2" = 1' Page: 14 of 18 SEISMIC j DRAIN. BY OTHERS 2" DRAIN r LINE. BY OTHERS k / CHAMBER DOOR OPEN POSITION La - -- 314" • STERILIZER 74 3/4" CLEAN SIDE 18" 7 WALLS. BY OTHERS / 1 LEGEND LINE TYPES — PIT OUTLINE (6.25" DEPTH) HATCH TYPES rj STAINLESS STEEL TUBING Beli ed Infection Control 2284 Clements Ferry Road, Chadeston, SC 29492 Tel: (800) 457-4117 Web: vovw.bellmed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER 1 i f Dwg. 14°• : CUT-GR9615HS1-RC 1 Rev. : A SEISMIC PLAN VIEW 1 Option B seismic site preparation of a right 1 Drawn By : A. HERRONIT:ritei 10/5/12 'chamber GR9615-HS1 Horizontal Sterilizer. :sae: Page : 1' . 15 of 18 j DRAIN. BY OTHERS 2" DRAIN r LINE. BY OTHERS k / CHAMBER DOOR OPEN POSITION La - -- 314" • STERILIZER 74 3/4" CLEAN SIDE 18" 7 WALLS. BY OTHERS / 1 LEGEND LINE TYPES — PIT OUTLINE (6.25" DEPTH) HATCH TYPES rj STAINLESS STEEL TUBING Beli ed Infection Control 2284 Clements Ferry Road, Chadeston, SC 29492 Tel: (800) 457-4117 Web: vovw.bellmed.us GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER 1 i f Dwg. 14°• : CUT-GR9615HS1-RC 1 Rev. : A SEISMIC PLAN VIEW 1 Option B seismic site preparation of a right 1 Drawn By : A. HERRONIT:ritei 10/5/12 'chamber GR9615-HS1 Horizontal Sterilizer. :sae: Page : 1' . 15 of 18 SEISMIC WALLS, BY OTHERS CEILING. BY OTHERS = 8 FINISH 1 FLOOR -- LEVEL NOTE: FOR SIDE ELEVATION SEE SHEET 8 LEGEND UNE TYPES — — HATCH TYPES LU to ow X CHAMBER WIDTH 26" 2' DRAIN LINE, BY OTHERS \ DRAIN, BY OTHERS PIT OUTLINE (6.25" DEPTH) STAINLESS STEEL TRIM, BY BEUMED STAINLESS STEEL ENCLOSURE, BY BEUMED -. • STERILIZER 74 3/4" UNITPBLAASTEE- a I• • a • N 5/8" DIA. HILT1 KB-TZ EXPANSION ANCHORS ' (MIN. EMBED. = 4"). if (x8 LOCATIONS). BOTTOM OF PIT • 4 • TYPICAL STERILIZER SEISMIC ANCHORAGE (N.T.S.) ed Infection Control 2284 Clements Ferry Road, Charleston, SC 29492 Td• irrim Ag7.4117 WAh• wwW.beifiled.US GR9615-HS1 RIGHT CHAMBER HORIZONTAL STERILIZER SEISMIC FRONT ELEVATION Dwg. No. : CUT-GR9615HS1-RC1R'' A 1 TD rawn By Option B seismic site preparation of a right , A. HERRON 10/5/12 chamber GR9615-HS1 Horizontal Sterilizer. GR9615-HS1 STERILIZER - TECHNICAL SPECIFICATIONS - REQUIRED INPUTS mbol Description Value Utility Notes Utility: ` Steam Steam must be dry, saturated, and free from SS Connection Size/Type: Pressure: 1.1/2 inch / NPT � all impurities such as gases, oil, dirt, or other Min: 40 Max: 65 psig contaminants. Provide adequate steam Peak Consumption: 7.4 lbs/min strainer typical for sterilizers. All steam drops *Consumption per Load: 110 lbs must be piped from top of steam supply line. Utility: Connection Size/Type: Cold Water Cold water is used to prime the condensate 1 inch NPT pump and cool the condensate. Optimal CW Pressure: Min: 30 Max 70 psig temperature is 60F. Water should be softened __ __ _ _ _ Peak Consumption: 13.2 gal/min Ito 0-60 ppm. Back flow prevention must be *Consumption per Load: 184.9 gal supplied by customer, as per local code. Utility: Compressed Air Con_ n_e_ctio_n Size/Type: 1/4 inch / NPT Air must be dry and oil free. Used to operate CA __ _ _ Pressure: Min: 70 Max: 100 psig pneumatic control system. Peak Consumption: *Consumption per Load: 1 CFM 10 ft3 Utility: Electric Connection Type: Hard wire within junction box y Voltage (Nominal): Voltage (Phase): 208 VAC Junction Box with Receptacle. NEMA 3 Phase 15-30R to NEC local codes. Grainger part EL Voltage (Frequency): 60 Hz No. 5z889. Circuit Protection: 25 Amps Peak Consumption: *Consumption per Load: 4.8 kW 2.5 kWh X Utility: Connection Type: Equipment Area Exhaust t Exhaust return grille Provide sufficient air exhaust to remove 1 kW heat dissipation from service room. SRV1 Utility (Jacket): Outlet size: Safety Pressure Relief Valve 1 inch / NPT Provide connection to safety relief valve and pipe to drain, atmosphere, or as required by local code. SRV2 -- Utility (Chamber): Outlet size: Safety Pressure Relief Valve' Provide connection to safety relief valve and pipe 1 1/4 inch / NPT to drain, atmosphere, or as required by local code. SSA/ Utility : Steam Supply Line Pipe from manifold to sterilizer by others SSB Steam Line Size/Type: 1 1/2 inch / NPT after sterilizer has been installed. ESTIMATED EMISSIONS Utility: j Open Drain _ Connection Size: 2 inch / Indirect Drain Provide floor sink/drain and trap - Minimum DR Discharge Flow Rate: 14.1 gal/min size for 1 machine is 9x9 floor sink. *Consumption per Load: 198.5 gal (w/o chilled water) NR Medium: Noise Radiation In accordance with IS03746: 1995 Testing Radiation (Net): ; 65 dBA ! Standards. Medium: Heat Radiation Heat dissipated into service room with HR Radiation (Net): j 1 kW ambient temperature of 86°F. CD Utility: i Condensate Condensate removal by customer per local Connection Size/Type: 3/4 inch / FNPT , code. -. CONTINUED ON PAGE 18 �� �� � G a RIGHT CHAMBER a,- I TECHNICAL SPECIFICATIONS R9615 HORIZONTAL -HS1 ID". STERILIZER "o ' CUT-GR9615HS1-RC�R°"" A I n f e c t i o n C o n t r o l Technical Data for the installation of a Belimed Dmwn ey ` A. HERRONI Date • 10/5/12 2284 Clements Ferry Road. Charleston, SC 29492 right chamber GR9615-HS1 Horizontal Sterilize -- 1P Tel: (800) 457-4117 Web: www.belmed.us i g I`s`a�e ` NONE j 'Page: 17 of 18 Optional utilites for chilled water cooling (used for reduction of cold water consumption). . Utility: Chilled Water Supply with temperature Connection Size/Type: 1 1/4 inch / NPT ' Feed water at -50'F S I Pressure:Min: Peak Consumption: 70 psi 30 Max 9 _ j difference .AT of 27°F. 565 kBTU/hr *Consumption per Load: 136 kBTU Utility: Chilled Water Return Pressure difference Li' CS/CR must be CR j Connection Size/Type: 1 1/4 inch / NPT I greater than 7 PSIG. Utility: Cold Water Cold water is used to prime the condensate be softened to 0-60 ppm. must be supplied by code. Connection Size/Type: 1/2 inch / NPT I pump. Water should CW ; Peak Consumption: 2.2 gal/min Back flow prevention . I *Consumption per Load: 2.6 gal customer, as per local PHYSICAL SPECIFICATIONS Parameter: Carry -In Dimensions packaging) Height: CID Width: 66.5 in i Machine Alone 46.5 in 1 (i.e. removed from Length: 75.4 in Parameter: Weights ' Transport Weight: Operating Weight: 4813 lbs Transport Weight = Machine + Crating 5340 lbs 1.. OP eratin9 Weight ht = Machine + Rack + Load -Consumptions calculated under pre I Additional Information: -vac cycle with 45 pig at 270 F and water temperature of 68 F. = Female pipe thread and strainers for steam and water supply. are other's responsibility. door option Is available. _ ._ TS GR9615HS1_RevA - NPT = Male pipe thread - FNPT - Others must provide service valves - All utility supplies and connections - Doors open manually. Automatic - Left or Right side chamber Is available. Requirements at Sterilizer(s) with Optional TCP/IP connection Symbol j Utility Description DP I Data Port Connection Method: TCP/IP Ethernet to hospital network Connection Quantity: 1 One (1) RJ45 Ethernet port per sterilizer ......._..-. Facility Wiring: I *Cat 5, Cat-6 or CAT-6e wire Ethernet port should be located within 5 ft of machine Location: I Preferred Ethernet port location is in the enclosed service are of the sterilizer NM Speed: 10/100 Mbps Networking Port (RJ45) Final Connection: ! Belimed provided patch cables for final connection Port IP setup: i Each RJ45 Ethernet Port with individual static IP address *y others) TS-ICS8535-ST RevD e`aed Infection Control 2284 Clements Ferry Road. Charleston, SC 29492 Tel: (8001457-4117 Web: www.bellmed.us i G R9615-H S 1 j RIGHT CHAMBER HORIZONTAL STERILIZER TECHNICAL SPECIFICATIONS CONT IDwg. No': CUT-GR9615HS1-RC Rev" A 1Technical Data for the installation of a Belimed' Drawn ay: A. HERRON Bale : 10/5/12 right chamber GR9615-HS1 Horizontal Sterilize'rscale : NONE Page ` 18 of 18 7 I www.hliti.us Profis Anchor 2.4.2 Company: Specifier: Address: Phone I Fax: E-Mail: KPFF Page: 1 Project Hoag -James Irvine SPD Sub -Project I Pos. No.: Date: 8/27/2013 Specifler's comments: 64+ 14- i`` 4-T2 f}-1 L—Mii at- 575'0 14-8 -TZ IKTo C9 4.1 S 0.G.4 40s 1.2-15 Z---1,0 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (2) Effective embedment depth: h,r = 2.000 in., hn,x, = 2.375 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 issued I Valid: 5/1/2013 j 5/1/2015 Proof: design method ACI 318 / AC193 Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.375 in. Anchor plate: Ix x ly x t = 4.000 in. x 7.000 in. x 0.375 in.; (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fb. = 2500 psi; h = 4.000 in. Reinforcement tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [In.] & Loading [Ib, Nib] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 HO AG, FL-9494 Schwan HIS Is a registered Trademark of HIS AG, Schwan www.hllti.us Company: Specifier: Address: Phone I Fax: E-Mail: KPFF Page: Project: Sub -Project I Pos. No.: Date: 1■■11L.T1 Profis Anchor 2.4.2 2 Hoag.James Irvine SPD 8/27/2013 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor 1 2 Tension force 708 708 Shear force 403 403 Shear force x 0 0 max. concrete compressive strain: - [%e] max. concrete compressive stress: - [psi] resulting tension force in (xiy)=(0.000/0.000): 1415 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension load Steel Strength* Pullout Strength* Concrete Breakout Strength*' anchor having the highest loading 3.1 Steel Strength N. = ESR value Nsled 2 Nu. Variables ^ A.e.N [in•2] 1 0.10 Calculations N. Pb] 10705 Results N. [lb] 10705 +ete.1 0.750 Load Net [lb] 708 N/A Shear force y 403 403 1415 "anchor group (anchors in tension) refer to ICC-ES ESR-1917 ACI 318-08 Eq. (D-1) fwe [psi] 106000 • N. [lb] 8029 Nua [lb] 708 Capacity On [ib] 8029 N/A 2605 Utilization 9N = Na./}N. N/A 55 Status OK N/A OK Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hull AG, FL-9494 Schaan Hlltl is a registered Trademark of HIS AG, Schaan somorl www.hlitl.us Company: Specifier: Address: Phone I Fax: E-Mall: KPFF Profis Anchor 2.4.2 Page: 3 Project: Hoag -James Irvine SPD Sub -Project I Pos. No.: Date: 8/27/2013 3.2 Concrete Breakout Strength Nth, - 1 /llWwN Wed,N yh:,N Wep.N Nb 4, Nab, e N,,, ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANd3 =9h2 1 Wee,N= 1 + 2 l 51.0 3 he Wad,N=0.7+0.3( h1)51.0 = MAXt11.5h,t` 51.0 , eft Cae J = kc x Vic htrs Ww.N Nb ACI 318-08 Eq. (D-5) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables her [in.] ect,N [in.] ec2,N [in.] ;, kk [in.] WaN 2.000 0.000 0.000 6.000 1.000 caw tin] kc fc [Psi] 5.500 17 1 2500 Calculations ANc PO] ANm 0112j Wect,N Wec2.N Wed,N Wcp.N Nb [ib] 60.00 36.00 1.000 1.000 1.000 1.000 2404 Results Nev [lb] +c«ka.te $ Nth, [Ib] N,a [lb] 4007 1.650 2605 1415 Input data and results must be checked for agreement with the existing conditions and for pleusibllityt PROFIS Anchor ( c ) 2003-2009 HIS AG, FL-9494 Selman HIM is a registered Trademark of Hilt AG, Srhaan •62-, MITI www.hl1ti.us Company: Specifier. Address: Phone I Fax: E-Mall: KPFF Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.2 4, Hoag -James Irvine SPD 8/27/2013 4 Shear load Steel Strength* Steel failure (with lever arm)` Pryout Strength** Concrete edge failure In direction y+•' • anchor having the highest loading 4.1 Steel Strength V„ = ESR value $ V,r,a 2 Va, Load V. [Ib) 403 N/A 805 805 "'anchor group (relevant anchors) refer to ICC-ES ESR-1917 AC1318-08 Eq. (D-2) Variables n Any [in•21 fut. [Psi] 1 0.10 106000 Calculations V,a Pbl 5495 Results V. [lb] 5495 0.650 a.d $ V., [ibl V. Pb] 3572 403 4.2 Pryout StrengthV1 � _ "cA [C^NcoWW1 Wed,N 4lc,N Wcp.N Nb1 $V 9zV,w ANe see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 =9het 1 W.c,N =(1+ a s1.0 3ha Ved,N = 0.7 + 0.3 ( nca'ml) 5 1.0 1.5h wp.N = MAX( 1.5h.1 s 1.0 C,c Cac Nb =lkx h;f Variables kcp h.r [in.] 1 2.000 Wc.N tree Pm) 1.000 5.500 Calculations ANe [in.2) 60.00 36.00 Results V,g [lb] 4007 0.700 ANtO M•21 ect.N [In.) 0.000 k 17 Wect,N 1.000 $ Vc„ [lb) 2805 Capacity +Vn [lb] 3572 N/A 2805 1493 AC1318-08 Eq. (D-31) ACI 318-08 Eq. (D-2) AC1318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) AC1318-08 Eq. (D-11) AC1318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) e..2,N N►.] 0.000 X 1 Wec2,N 1.000 V.. [ib] 805 cam. [In.] 6.000 ( [psi] 2500 Wed,N 1.000 Utilization fly = Vu./$Vn 12 N/A 29 54 Wgn.N 1.00 Status OK N/A OK OK Nb [lb] 2404 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Huh AG, FL-9494 Schaan Hill Is a registered Trademark of Hilts AG, Schaan 05 11■11LIT1 www.hiiti.us Company: Specifier. Address: Phone I Fax: E-Mall: KPFF Profis Anchor 2.4.2 Page: 5 Project Hoag -James Irvine SPD Sub -Project I Pos. No.: Date: 8/27/2013 4.3 Concrete%edge failure In direction y+ Vobg — \Avoo, , ecv Wady Wav Wh,v Wparahei,v Vb $ Vcbg Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Avm =4.541 1 Woo/ =`1 2+ er1s1.0 3cat Wed,v = 0.7 + 0.3(1.5cf s 1.0 IAA/IAA/ha __ 1.5cat Z 1.0 Vb=(7(lde)oz 1)afcs Variables cat [in.) 4.000 ACI 318-08 Eq. (D-22) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-23) ACI 318-08 Eq. (D-26) ACI 318-08 Eq. (D-28) ACI 318-08 Eq. (D-29) ACI 318-08 Eq. (D-24) caz [in.] ecv [in.) Wav ha [in.] 6.000 0.000 1.000 4.000 I. [in.] da [in.] fc [Psi] Wparallel,V 2.000 1 0.500 2500 1.000 Calculations Av. [in.2) 48.00 Results Vmo Pb] 2133 Avm [in.z] Weav Wed,v Wh,V 72.00 1.000 1.000 1.225 }concert + V g Pb] V„a [lb] 0.700 1493 805 5 Combined tension and shear loads (3N 0.543 1311v + Or'=1 Vb [lb] 2612 jiv Utilization RN,v [%J Status 0.539 5/3 72 OK 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated In PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loadingl • Condition A applies when supplementary reinforcement is used. The 4) factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and Installation instructions. Checking the transfer of loads Into the base material and the shear resistance are required in accordance with ACI318 or the relevant standards Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor (c) 2003-2009 Hllti AG, FL-9494 Schwan mu is a registered Trademark of MO AG, Schwan www.hltl.us Company: Specifier. Address: Phone I Fax: E-Mail: KPFF Page: Project Sub -Project I Pos. No.: Date: Profis Anchor 2.4.2 6 Hoag -James Irvine SPD 8/27/2013 7 Installation data Anchor plate, steel: - Profile: no profile; 0.000 x 0.000 x 0.000 In. Hole diameter in the fixture: di = 0.563 in. Plate thickness (input): 0.375 in. Recommended plate thickness: not calculated Cleaning: Manual cleaning of the drilled hole according Coordinates Anchor in. Anchor type and diameter. Kwik Bolt TZ - CS, 1/2 (2) installation torque: 480.001 in.ib Hole diameter in the base material: 0.500 in. Hole depth In the base material: 2.625 In. Minimum thickness of the base material: 4.000 in. to instructions for use Is required. ♦y 2.000 2.000 2 0 1 0 0 ai 2.000 2.000 Anchor x y c.x c.c.y c+y 1 0.000 -2.000 6.000 6.000 6.000 10.000 2 0.000 2.000 6.000 6.000 10.000 6.000 lox Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HH l AG, FL-9494 Schoen HRO is a registered Trademark of Huh AG, Schean 6� www.hliti.us Company: Specifier. Address: Phone I Fax: E-Mail: 1■■11L.T1 KPFF Profis Anchor 2.4.2 Page: 7 Project: Hoag -James Irvine SPD Sub -Project I Pos. No.: Date: 8/27/2013 8 Remarks; Your Cooperation Duties • Any and all Information and data contained In the Software concern solely the use of Hllti products and are based on the principles, formulas and security regulations In accordance with Miffs technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hllti product. The results of the calculations carried out by means of the Software are based essentially on the data you put In. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to Interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilt Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Use (2)1/2" dia. Hilti KB-TZ (ICC-ES ESR-1971 & 2" embed) at each corner of Unit Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 20932009 HMI AG, FL-9494 Schaan Hilti is a registered Trademark of HMI AG, Scheer