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20050028 Golden Dragon COO ;" 1 C.,..;i l~;::~\\\';:;l r,,\.....::,;;{i l'\::@\~-r;-5\\r'~i\ r{fi\ rfe1\ t@j \\:@\r@ ~1 \@\_@ll Wj~ = ",,,,,II"!J ,<,'j\ i:'!J' , ~ \'_' t'-'l~j=lc.= ..-lL..-'-' - , \ " 1 \ ,,,,,.:,\>~> e:-:.--' ----',;: ~.' .-" - CIi'l OF 'lELNI- BUILOING OEPARiNlENi CERilFICAiE OF OCCUPANC'l M3 yelm ",venue West fire zone ~ occupanc)' Group Building ",ddress - Use zone . ----8 paul & \<..ath \-Iu nh 1)'pe o~ constructIon \J-B owner Name 38H pacihc "'\Ie owner p..ddress ~a_ Not p..oolicable plan Number Building permit Number BLO_05-0028-YL \-Ias bee - ---- ~---- - tnereo~ is heret t.J\a)(imum NIOwable the ~ollowing occupanc)' Nla)(imum floor LoadS ",rea under Occupant Lbs per SQ ft. \ 1hiS certmcate Load ~25 sa ft Occupancies SQuare feet 99 _1 floors 3000 1 , ",-2 I - - ~ -------- 101'"'"""0 occupancy \tlereol Is nerebY authOrized d ",reas \nspected ~ RemarKS. specia\ conditions \s Building sprinl<Iered1 --- ~IOS ~ Bui\ding Ofhciat G~ POS1\NG 1he .certihcdate", o~\\onco~';;:;'~~~:~ ::.~~~ I~: :U;~~~:~~~i~lace on the premIses an Sl,a '^ NO -- oate 'l. \ , 1 \ ~ n I. '(: -:\.r._:~:t\, \ t !H. fj \, l \ t~ J tt 't 'll~t\'_'''\~~ '~~.' ._ __,~_._,,-\)'--1 C"'-i \'~,-:;b __ .._,._ _~', _,"~ r"\ ' ',,1 ,\,,~m@1\ttill)f~:N@j@\@j \iW \\1'11 \ \~r @I @11~.J ~ t~!" @J \,-_J o o City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Permit No BLD-05-0028- YL Issue Date. 06/10/2005 (Work must be started within 180 days) Receipt No 36996 Applicant: Name. South Bay Homes Phone. 943-1362 Address 115 N. McCormic City' Olympia State. WA Zip 98506 Property InforR1,!~ion: Site Address 813 Yelm Avenue West Assessor Parcel No. 2172413~0 '1 Contractor Information Subdivision: N/A Lot: N/A Name. Applicant Contact: Phone: Address. City' State: Zip: Contractor License No Expires Business License: Project Irlformation: Project: Golden Dragon Description of Work: 3000 sf restaurant Sq. Ft. per floor' (1st) 3000 (2nd) 0 (3rd) 0 Garage 0 Basement 0 Heat Type (Electric, Gas, Other) GAS Fees. Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc --------------------------- ------------- Building Permit 100-500k 2,11375 993.75 1 120 00 5 6000 200.0000 $1 000 Building Plan Review 1,37345 0.00 000 o 0000 o 0000 Mechanical Permit 8480 000 000 o 0000 o 0000 Plumbing Permit 153.00 2000 13300 7 0000 19 0000 Fixture Sewer ERU 10,83400 000 10,834 00 5,417 0000 2.0000 ERU Sewer Inspection 435 00 000 435.00 145.0000 3.0000 ERU Water ERU 4,500 00 000 4,500 00 1,500 0000 3.0000 ERU Water Deposit 200 00 4000 0.00 o 0000 o 0000 Traffic Facilities Charge 13,792.50 000 13,792.50 750 0000 18.3900 Peak PM Trip Sewer Deposit 200 00 5000 000 o 0000 o 0000 Sewer ERU (LID) 2,76900 000 2,76900 2,769 0000 1 0000 ERU Water Meter (Commercial) 300 00 300 00 000 0.0000 o 0000 State Building Fee 450 450 0.00 o 0000 o 0000 Water Meter (Irrigation) 400 00 300 00 000 o 0000 o 0000 TOTAL FEES $37,160.00 Applicant'!:> Affadavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I futher certify that I am currently '"9"""" 10 th, St", of W"hiogtoo. (,. _ :::~""'" ~~ ~~::re c'E;G- o.s # Sets of Prints. Final Inspection: Date: By' Ol.' ......_.'411Pl.1"113.=\~'l1.~ -. .,: ...,,"'D1Et:.: ~,_,,,,,,,,,.~I,2)lJliO}~Ji,r,,,."\'!;r,'Oj.~'.l'I=+l!'~- ~..~..~-- RIECE\PT No 3 S 9 9 6 \ ~; 'm~, - F C rr'1"",,1 01C . ":c'--<'''' \ .\1.l 1. I.' \' },/ "yp: .' I . 1\1 ~t<~i~2J:~~ ){EL.. j ,;"i "'_.,. F 0 Elm' 47C1 ~ ~..:~ I '1<)\(11 Wf\ ~le~o97 ~ '\mA~')G.f3ilCU HECtlVEO .:.H" rnHR'IY SEveN THOU.~ND roup HUNDRED SIIT~ DOLLARS & 00 CENTS DArE REC t~O I\MOUNT REF NO 06/10/05 369'30 29.341 46 CHECK 1.03153 2,,118 54 CHEet: 5';)88 BUDGE:TARY 37.4t1\i:1 ()0 TOTAL o F;ECE\\f[]J FF\OM SOUTH BA.Y HOHES 11:'i N 11CCOR11IC OLY1IPIF, i'~A '3:35i/]G JITE GOLDE,H [iHAC ,N ())..:\ YCl,tl AVE: \'I llICHELLE ' . ...... ...... ...." ..._~.._......... ..' cc-~.... ,..' ..-.--.... .' .-- .' .....-.. -" --'. ..-~ ELI) n 2113 "5 tI,N HEV 1373 ,\5 lIECH 64 go PLUlIB i53 <)0 seN EHU10S34 liT 70" lEV! IISEO'S UT ERU .500 wr DEI 200 TF PAC 13'9: 50 SEWER2969. BLD EEEI04 50 \~ \0l~ CITY- Of I E~ I '1-' '''fEIf M \ ~L./;-:~'f, il.' U... ./.N --.:: _ PO 81,1:>' 1:,7C1 \~,., , "...7 . yelm. WI' qE\G9; \1 ."lfE!<~,.. "60-45n-8403 F:EGE,\VED ... ,,'. "T\W THOUSPJ-4D \ AEGENEDFROM I HIEN ClLLF;IJ liU\ NH '\ ;317 PACIfIC AVE , J"0CEY WA 18503 RECEJPT No 35991 :,052 00 CH.ECK nl"F NO 5987 o '", I 'J' C (), 1 -..: '{ B L I \ 1\ V E Vl .,.... .._..-.............. l\l~. H E L 1..E , , ' ,.'" . ,...............--- h "'~ 1.' Ie. " It 1 N G R ,; VI. B \., F BE -3 fP . "4 -" 14 ., .. yt, .-..--...... --" .....~--...... FIfTY TWO DOLLARS & O~j CENTS DATE 0b/10/05 !'iEC NO 3(,'j97 AMOUNT BUDGE'rARY Applicant: Name: South Bay Homes o City of Yelm Community Development Department Building Division Phone. (360) 458-8407 Fax: (360) 458-3144 Address: 115 N. McCormic Project Information Project: Golden Dragon Description of Work: 3000 sf restaurant Site Address: 813 Yelm Avenue West Fees. Item Building Permit 100-500k 032001-322-10-00 Acct Code Building Plan Review 100001-345-83-00 Mechanical Permit 032001-322-10-00 Plumbing Permit 032001-322-10-00 Sewer ERU 802412-343-50-01 Sewer Inspection 805 412-343-80-00 Water ERU 712 401-343-80-01 Water Deposit 740402-389-00-00 Traffic Facilities Charge 420 120-344-85-00 Sewer Deposit 742402-389-01-00 Sewer ERU (LID) 802 412-343-50-01 Water Meter 712401-843-80-01 (Commercial) 160001-386-00-00 State Building Fee .....-----, 10M /A-^ 6 ~ City' Olympia rv.3 -/J'vg o Permit Fees Schedule Phone: Permit No BLD-05-0028-YL State. WA Zip 98506 943-1362 Assessor Parcel No. 21724130800 Item Fee Base Amt Unit Fee 993.75 1,12000 Unit Rate No. Units Unit Desc 2,113.75 1,373.45 84.80 153.00 10,834 00 435 00 4,500.00 200.00 13,792.50 200.00 2,76900 300.00 4.50 0.00 0.00 5.6000 200.0000 $1 000 0.0000 0.00 0.00 o 0000 o 0000 0.0000 19.0000 Fixture 2.0000 ERU 3,0000 ERU 3.0000 ERU o 0000 18.3900 Peak PM Trip 0.0000 1.0000 ERU 0.0000 o 0000 o 0000 ~3CD 20.00 133.00 7.0000 712 401-843-80-01 ~OO 00 ~300.00 000 0.0000 Water Meter (IrrigationL__----~-w..M---~~""'--"~'- J TOTAL FEES $37,'''.00 I.. .. ~D ._->,~_~~7,J:tilO.;? -t-~~~ $-COf& -!,,/~ ~J <; - f:;, //'1 'I 'j rh~ I ~..~ 0,00 10,834.00 5,417.0000 0.00 435.00 145.0000 o 00 4,500.00 1,500.0000 40.00 000 0 0000 000 13,792.50 750.0000 5000 0.00 o 0000 0.00 2,76900 2,769.0000 300.00 0.00 0.0000 4.50 0.00 0.0000 o o Page 1 of 1 Gary Carlson From Jim Gibson Sent: Tuesday, April 12, 2005 8 53 AM To Community Development Subject: Last chance for the Golden Dragon CDD, Gary and I are gomg to be IssUIng the cIvI1/bui1dmg permIt for the Golden Dragon very soon. Do you have anythmg outstandmg for thIS project? I reread the project approval. These 2 Items popped up and I am not sure If they have been receIved yet? 1 DedIcatmg the needed nght-of-way for thIS future road shall be reqUIred upon approval of cIVil plans, and a Waiver of Protest (LID/ULID/LATECOMER) sIgned and recorded. 2 Until such tIme as the road IS built, there remams a 34-foot mgress/egress easement to serve the adjommg lot to the south. 3 Landscape plans? Does anyone know If thIS mformatIOn has been receIved yet? Gary, My fees are Engmeenng ReVIew Fees 1" ImgatIOn Meter 5/8" -3/4" DomestIc Meter 3 Water ConnectIons 3 Sewer ConnectIOns $2,052 00 $400 00 $300 00 $4500 00 $16,251 00 Jim Gibson City of Yelm PO Box 479 Yelm,WA 98597 PH 360 458 8438 FX 3604583144 jimg@ci yelm wa us 4/1212005 MAR-21-~003 00 08 Yelm GDD 3EO 458 3144 P 02 o o CITY OF YELM COMMERCIAL BUILDING PERMIT APPUCA TION FORM project Address: ?< I "3 c/ ~'- M.. Av( {}Je"~el #" -:S"1 7 :A 'i I 308 {) () Zoning; C - I Current Use; (.44 (..AI\lj- Proposed Use RECEIVED OCT 1 3 2004 ~ew Construction [J Re-Modell Re-Roof f Tenant Improvement o Plumbing 0 Mechanical 0 Fire Prevent/Suppress/Alarm Project Description/Scope of Work: b\.llL ,.A R eS-r-cUlIZ..A.IY ./- ~ o Other Project Value: "3 DO, 0&') .- :JCfCi "1 1 BuildIng Area (sq ftr Pl:!rking Garage Building Height .:J O' 4 P P .\.0..... Are there any environmentally sensitive areaS located on the pareel? completed environmental checklist must accompany permit application. :J-~'1 111 Floor 2nd FlooC=-___3td Floor- fJO If yes, a '77 TELEPHONE EMAIL FAX EXP DATE CITY LICENSE # ADDRESS CITY STATE CONTRACTOR'S LICENSE '# . L). TELEPHONE EMAIL ZIP FAX EXP DATE CITY UCENSE# Copy 01 City MItigation dOCU/ll$ntatlon (TFC). I hereby certify that the Ilbove Informlltlcl'n I~ c;or~ and th8t tho oon'lltrl.lotion on, and the OCC:YpGl'ICY and the use of the above dacrlbed pl'Ol)erty will be In IlCill;ordance with the Iaw:t. rulGG "nd ragulaU_ of the State of Washington and tM City ot Yelm, ~ d: ~ ICl~11-;)OD.j Applican '15 Signature -. Date Owner' Contractor I Owner's Agent I Contractor's Agent J Tenant (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 1 SO days of I$$uanc;e, or if work Is suspentf$d or abandoned for a period of 180 days (a60) 458-3985 ($60) 458..a144 FAX www.cl.~I".;w...UB l(Jii Yelm Alltnue West PO Bo.x 479 Y"lm. WA fJ8~'1 Look Up a Contractor, ElectncIan or Plumber LIcense DetaIl o 10 Page 1 of2 Topic Index Contact Info .! Search . .1 Home Safety Claims & Insurance Workplace Rights ""I Trades & Licensing . Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber General/Specialty Contractor A business registered as a construction contractor with Lal to perform construction work within the scope of its specialty A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance License Information License BOYDSI*966BW Licensee Name BOYD'S INC , Licensee Type CONSTRUCTION CONTRACTOR UBI 602355944 Verif)' Workers Comp Premium Status. Ind Ins. Account Id Business Type CORPORATION .' Address 1 PO BOX 5387 Address 2 City LACEY " County THURSTON ; State WA Zip 98509 Phone 3604566081 Status ACTIVE Specialty 1 FIRE PROTECT SYSTEM Specialty 2 PLUMBING Effective Date 1/1612004 Expiration Date 1/16/2006 Suspend Date ) Separation Date Parent Company Previous License BOYD5EJ_283n_Q , Next License Associated License Business Owner Information I https.//fortress.wa.gov/lm/bbIp/detail.aspx?L1cense=BOYD SI *966BW 4/11/2005 Look Up a Contractor, Electnclan or Plumber LIcense DetaIl C) Q Page 2 of2 Name JASPERSON, DEZIRLEE A BOYD, KEVIN W AHO, JASON T JASPERSON, DEZIRLEE A Role Effective Date Expiration Date AGENT 01/16/2004 PRESIDENT 01/16/2004 SECRETARY 01/16/2004 01/17/2004 01/17/2004 01/17/2004 TREASURER 01/16/2004 01/17/2004 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date RLI INS Until #1 CO SRS1007073 01/17/2004 Cancelled $12,00000 01/16/2004 ....... , Savings Information No Matching Information Insurance Information Company Effective Expiration Cancel Impaired Received Insurance Name Policy Number Date Date Date Date Amount Date OHIO #3 CASUALTY BK00653295345 01/17/2005 01/17/2006 $1,000,000 00 02114/2005 OHIO CAS #2 INS CO BH0122943 01/17/2005 01/17/2006 $1,000,000 00 01/14/2005 NATIONAL FI RE 8: MARINE #1 INS CO 72LP161111 01/17/2004 01/17/2005 $1,000,000 00 01/16/2004 ....... Summons / Complaints Information No Matching Information StartaNew5earch PrtoteLErjendl y VerstQfl About UH I Find a job at L&! I Informacion en espanol I Site Feedback I 1-800-547-8367 Vi ashington State Dept. of Lallor and Industries. Use of this site is ;ubJect to the laws of the state of Washington Access Awecment I PriVilLY and security statement I Intended use pxternal content policy Staff only tinh aSl1ington Visit access.wa.gov https.l/fortress.wa.gov/lm/bblp/ detail.aspx?LICenSe= BOYDSI*966BW 4/11/2005 1"{h'-":"';-'i"'';1i''''~/'.T:S ,!l~; "fJ",'" ":.... .: . . ,-;",,,":,.',,',:':,,' '1,\\.,.17' 's" '. :Mecnarllca'l~ umm'an/'. ;~: .' . ',t, ' ~">"",,,",: ,\,'''->;:r:~',' ~,'ME",H',;: 'LJM J.~ ',:.. .,f.. ..... , ~:;~1>',,,,, /!""~, J ,,,. . ~ .'.:~ "'1i,, ' ~ ~, .j?{i ." .' ': wt: "'.:' ~.~ .'\," ~'!f"-:,l'" ..},~7 ~ ~.r' \,,,,," ~ "x"-:rft ",^,~, 2001 Washington State Nonresidential Energy Code Compliance Form 2001 Washington State Nonresidential Energy Code Compliance Forms June 2002 - KJM Project Info Project Address GOLDEN DRAGON Date 8/31/2004 813 YELM AVENUE WEST For Building Dept. Use YELM, WASHINGTON 98597 Applicant Name: SUNSET AIR, me Applicant Address: 5210 LACEY BLVD, LACEY, WASHINGTON Applicant Phone: 360-456-4956 Project Description Briefly describe mechanical system type and features. 2 EA HVAC FURNACE & CONDENSING UNIT SPLIT SYSTEMS, 3 EA EXHAUST FANS, THERMOSTAT CONTROLS, DUCTWORK, GAS PIPING, ROOF VENT CAPS, AND SUPPLY / RETURN AIR GRILLES o Includes Plans Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option @ Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below Coolin~ Equipment Schedule Equip. Capacitj OSA CFM SEER ID Brand Name 1 Model No.1 Btu/h Total CFM or Econo? or EER IPLV Location SEE M1 0 Heating Equipment Schedule Equip. Capacitj OSA cfm ID Brand Name 1 Model No.1 Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficiency4 SEE M1 0 Fan Equipment Schedule Equip. ID Brand Name 1 Model No.1 CFM SP1 HP/BHP Flow ControlS Location of Service SEE M1 0 11f available. 2 As tested according to Table 14-1A through 14-1 G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable, 5 Flow control types. variable air volume(VAV), constant volume (CV), or variable speed (VS) . e~ 4> tf .. ~..." 'f ~ .',,~' ~, , .. ~ , ~t ~, "' ~ t, . ~. ~" J: $-~" ,,'1<;0 .J ' c <IYh:~ct1ariic~.I,-Sum.rtlarY;(back) <' ':h~::" ' ' .> :.:<".:";.:;,,- ,;"/'::::' .::..~~,)v,'~..G~t-t.::"S,LJlVt 2001 Washington State Nonresidential Energy Code Compliance Form System Description If Heating/Cooling o Constant vol? o Air cooled? o Packaged sys? 0 <54,000 Btuh See Section 1421 for full description or Cooling Only' o Split system? o Economizer included? or 1900 cfm? of Simple System qualifications. If Heating Only' o <5000 cfm? o <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating/Cooling or Cooling Only No Heating Only ~ ~Yes No Yes No Yes No Yes No Yes~ Yes Yes Yes No No Simple System Allowed No Use Complex Systems Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. NI~C:~cf~jc)iH~'e'r:~jtPlans ,Checklist,,": ~ , . . ~ ,;"~: -' ,":,,~,\>~\ 'ilVi"E€'H 'CH~ ~<1").,}'''''::'''~~~':+:,~". ": ~ ~', . .. ,'" d?'~' i l. 1';". ~ ~ 2001 Washington State Nonresidential Energy Code Compliance Forms June 2002 - KJM Project Address GOLDEN DRAGON Date 8/31/2004 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code location Building Department (yes, no, n.a.) Section Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment performance ~ a 14114 Pkg. elec. htg.& clg. list heat pumps on schedule yes 1411 1 Minimum efficiency Equipment schedule with type, capacity, efficiency MlO yes 1411 1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss MlO 1412 HV AC controls yes 1412.1 Temperature zones Indicate locations on plans MlO yes 1412.2 Deadband control Indicate 5 degree dead band minimum MlO /:l a 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types MlO yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage MlO loa 1412.4.2 Optimum Start Indicate optimum start controls 10 a 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yes 1412.6 Combustion htg. Indicate modulating or staged control MlO yes 1412.7 Balancing Indicate balancing features on plans MlO yes 1422 Thermostat interlock Indicate thermostat interlock on plans MlO a 1423 Economizers Equipment schedule 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule MlO 0. a 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 0. a 1413.2 Water Econo Doc Indicate c1g load & water econoe & clg tower performance 0. a 1413.3 Integrated oPeration Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization wi air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary MlO yes 1414.2 Duct insulation Indicate R-value of insulation on duct MlO 0. a 1415.1 Piping insulation Indicate R-value of insulation on piping 1416 Completion Requirements ~ a 1416.1&2 Drawings & Manuals Indicate requirement for record drawings and operation docs. yes 1416.3.2 Air Balancing Indicate air system balance requirements MlO ~ a 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements ~ a 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report yes 1424 Separate air sys. Indicate separate systems on plans MlO Mechanical Completed and attached. Equipment schedule with types, Summary Form input/output, efficiency cfm, hp, economizer In AltK AIII.- HtJll I tU <: '<:ections 1440-1454) 1440 Service water htg. /:l a 1441 Elec. water heater Indicate R-1 0 insulation under tank ~ a 1442 Shut-off controls Indicate automatic shut-off /:l a 1443 Pipe Insulation Indicate R-value of insulation on piping /:l a 1452 Heat Pump COP Indicate minimum COP of 4.0 n a 1452 Heater Efficiency Indicate pool heater efficiency n a 1453 Pool heater controls Indicate switch and 65 degree control n a 1454 Pool covers Indicate vapor retardant cover ~ a 1454 Pools 90+ degrees Indicate R-12 pool cover It no IS Circled tor any question, provide explanation: 2001 Washington State Nonresidential Energy Code Compliance Form 2001 Washington State Nonresidential Energy Code Compliance Form , "t-.. '" ~ $i~v~~ .~-< ~ {~',"';.I>. ~..~ ~ " .",~~". i." . ~"~'<>-'~"'i:J: ;<<-".., U ;M~q,tjc~j:'i~pJ;R~rr:tl'it~Plans Checklist >:" ~'/;;o~':"~/: ::::~;<r,J~J~~~J,~CI:1:~, ec amca - enera eqUlremen 1411.1 General: Equipment shall have a minimum pertormance at the specified rating conditions not less than the values shown in Table 14-1A through 14-1 G. If a nationally recognized certification program exists for a product covered in Tables 14-1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas-fired and oil-fired forced air fumaces with input ratings ~ 225,000 Btulh (65 kW) shall also have an intermittent ignition or interrupted device (liD), and have either mechanical draft (including power venting) or a flue damper A vent damper is an acceptable altemative to a flue damper for fumaces where combustion air is drawn from the conditioned space. All furnaces wiltl input ratings ~ 225,000 Btulh (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARltest conditions and procedures when available. Where no applicable procedures exist, data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASH RAE Standard 124-1 991 Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 14114 Packaged ElectriC Heating and Cooling EqUIpment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btulh shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individualthermosiatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1 Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141 4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be consiantthroughoutthe year 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut-Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non-use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven-day clock and be capable of being set for seven different day types per week. Exceptions: 1 Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Blulh) or less may be controlled by readily accessible manual off-hour controls. 1412,4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1 Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height 4 Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels Immediately before scheduled occupancy The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy e ump s: m a air co ea pumps s a ,"c u e microprocessor controls that minimize supplemental heat usage during start-up, set-up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. Exceptions: 1 Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply oullet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer at outside air temperatures of 450F dry-bulb/40oF wet-bulb and below. For this calculation, all factors including solar and intemalload shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air-cooled heat rejection equipment may use a 350F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1 Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number flow rate, capacity entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1 Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water-cooled water chillers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-l8. Extent of sealing required is as follows: 1 Slatic pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at stalic pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R-11 and any exterior envelope surfaces per Chapter 13. 'Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R-7 and are not considered building envelope. Other outside air dud runs are considered building envelope until they 1 connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut-off damper complying with Section 1412.4.1 Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14-5 requirements. Other ducts and plenums shall be thermally insulated per Table 14.5. Exceptions: 1 Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally Insulated in accordance with Table 14-6. Exception: Piping installed wiltlin unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (:NAC 51-26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, publiShed by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) [1 10" t.~ ~~ ,~ ;1 ~' ., I::~ ::'~ 1),'1:1,11 \ "i1 1 )j'I'I", ( ,'rl """1<' - - - - - . - - - - - - - - - - - - - - -~..- DI'PAWII'vll'NT Of I ABOR AND INDUS"I RIES REGISTERED AS PROVIDED BY LAW AS CaNST CaNT GENERAL I: Ii t. REGIST # EXP DATE CCOl SUNSEA*220CM 02/03/2006 EFFECTIVE DATE 02/14/1978 SUNSET AIR INC 5210 LACEY BLVD SE LACEY WA 98503 r.' 1'(,2.,-11<;2-111111 IX/'l7) 1 I.lcl",h ^'111 Dj,I''''\ Ccrljric"lc I I; I' 11 f' ( RF,r::TC:Tt"p,r 7\':" n "Ti''''' ny T T\\IJ l\C: i LuNS l' CONT GENERAL REGIST # CCOl SUNSEA*220CM EFFECTIVE DATE EXP DATE 02/03/2006 02/14/1978 SUNSET AIR INC 5210 LACEY BLVD SE LACEY WA 98503 l1i;~~~U~~ DEPARTMENT OF LABOR AND'INDU-STRIES 1'(,2:;-11<;2-1111111 Xi'l7, i I -1 r- -.- Plca~c RCI110\C Ami SlglJ Ilk 11 i I fi l all 0 11 Card l3efdrc Plaul1g 111 Btllfold -II i: .. goldendragonloadcalc LOAD CALCULATIONS 208v/120V I-PH. WYE 4 WIRE SYSTEM A/c, COND.IS FURNACES E-FANS LIGHTING RECEPTACLES SEP. CIRCUITS SIGN CIRC. KITCHEN EQUIP. FREEZER CONDo & 120v CIRC(S) 15,600VA 3,264VA 296vA 16,800VA 4, 320VA 14,400VA 1,200VA 8,732vA 16, 192vA TOTAL LOAD @'100% (ALL GAS) =80,804VA I (AMP)=80,804/208=388A 400A O.PROTECTION SERVICE 600KCMIL COPPER CONDUCTORS Page 1 Rt=rr.!VEO c f ~_ JAN 1 '2 1005 v p, ~~ V 1+ ::::- E.L C' '1' -' _ 7 3)0 \p ...,.(7; ) \If>: .J --:~: I~......, ,) l/ '\ I .- ~ ) '. \'2.0 I I~ ' 1 "i k:J-:: , 0 v I h';v .~ I J t JP' ;:;:: '-', ~\:> '1 ,(1. (1)("- C (:;1 p. ./ , :: I b '/ V ,;;J r ,.I il.) VA- I "., / 1,\ 'I I t.,,- ~~ I U':I, VA~.---..~-"'" r<' '1 7? ,,P''........- .' .----- ~. ~_ >.tE,L-.! vJA \,...1': ~ \ rJ /'_ V<<I:.--t... ,. ;( 780~~. tA, J ...t... ~."I'J "---li:~. tl.- " tv,,) VV I ,. 5" -:... i{.J~, (" \/j p\ ':-- ~ 'L~' ...' \,-\~lt-C "';\ \jir~- 2,Ve. /"___'_~-:\ \;ifl\'X,' i> r, . .' Z~}l1- \ \ ) I t,JW'-' K'..,J I' \ 2,~<' I'" /' ,~ f 'I- c.. . 7... f~_}1-..l.)1- "----/ c: ! t-c...-"? /2.p.J [c (Pi"') \J 'h 1. 1:.: I . ~j (-.--'" I, C.-' fl""1 (,j ~ " " '-, , .' 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Q,-.,,, J) .;:.....~"\.D; A. \ .~'::_,~-~.' --~' ......... - ", ,~pI' J / (L....') \ ,.)LL rK('\ (.0 .....-" I-:lOJI\. ~'i-D' ~- r ;;~, ,tV ---....-- \ S \ 'l. \) ..J- .......\ ?),\~ G _ -.. b ll\ ~...._ ~ go J lir i ~'1.P .;. \ <; \...-. ._-~ ~\ - :\~Ln~ \ '{.,o . ..' _ l::,lO\ ~ .'.' .J;' ) ~~:(:::.. j 1 (}..O -J f:<r:J " .' - .- ----- ,./ ~A ~ V ------- - \, ').-.. .' \ 10 .J- , (r '-fy0,:.. ,-.<,. \ .-- ' ..' \ ) \; .....,~. \ t-r Look Up a Contractor, ElectncIan or Plumber LIcense Detail b Page 1 of 4 lex Con let 1 f I Search Home Safety Claims & Insurance Workplace Rights Trades 11 Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber General/Specialty Contractor A business registered as a construction contractor with L8:1 to perform construction work within the scope of its specialty A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance License Information License SOUTHI*281QC Licensee Name SOUTH BAY HOMES I NC Licensee Type CONSTRUCTION CO NT RACTOR UBI 600377374 Verify_Contractor Premium Status Ind. Ins Account 32236100 Id Business Type CORPORATION Address 1 115 NORTH MC CORMICK Address 2 City OLYMPIA County THURSTON State WA Zip 98506 Phone 3609431362 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/3/1972 Expiration Date 2/112007 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information I Name Role Effective Date https.//fortress. wa.gov/lm/bbIp/ detaII.aspx?LIcense=SOUTHI*281 QC 1/24/2005 Look Up a Contractor, ElectncIan or Plumber LIcense DetaIl Page 2 of 4 l. JENSEN, THOMAS 0 1 PRESIDENT 111/03/1972 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date #3 CBIC SD8832 02/01/2002 $12,00000 01/30/2002 STATE FARM FIRE & #2 CAS CO 983771894 02/01/1984 02/01/1985 $6,000 00 STATE FARM FIRE & #1 CAS CO 98377189 02/01/1981 02/02/1984 $6,000 00 Savings Information Bank Assignment Bank Branch of Savings Effective Release Assignment Impaired Received Savings Name Location Number Date Date Type Date Amount Date PUGET SOUND BANK/KEY Until #2 BANK 128432217925 02/12/1985 Cancelled Bond $6,00000 PUGET SOUND NATL Until #1 BANK 5214691 02/12/1985 Cancelled Bond $6,000 00 Insurance Information Company Effective Expiration Cancel Impaired Received Insurance Name Policy Number Date Date Date Date Amount Date GRANITE STATE INS #25 CO 02LX19178770 11/22/2004 11/22/2005 $1,000,00000 11/16/2004 NORTH AMERICAN SPEC INS #24 CO BXCOO0699500 02/01/2004 02/01/2005 $1,000,000 00 01/30/2004 NORTH AMERICAN CAPACITY #23 INS CO BXCOO0370101 02/01/2004 02/01/2005 $1,000,000 00 01/27/2004 NORTH AMERICAN #22 SPECIALTY BXCOO0370100 02/01/2003 02/01/2004 $1,000,000 00 01/30/2003 NORTH AMER #21 SPEC BXCOOO01210300 02/01/2003 02/01/2004 $1,000,000 00 01/23/2003 STATE FARM FIRE #20 & CAS CO 98ED39878 02/01/2002 02/01/2003 01/30/2002 https.//fortress wa. gOY Ilm/b bIpl detaIl aspx?LIcense=SO UTHI * 2 81 QC 1/2412005 Look Up a Contractor, ElectncIan or Plumber LIcense Detml Page 3 of 4 " STATE FARM FIRE #19 8: CAS CO 98CD96311 02/01/2001 02/01/2002 01/09/2001 STATE FARM FIRE #18 8: CAS CO 98C016969F 02/01/2000 02/01/2001 STATE FARM FIRE #17 8: CAS CO 98C016969 02/01/2000 02/01/2001 STATE FARM FIRE #16 8: CAS CO 98CV88910 02/01/1999 02/01/2000 STATE FARM FIRE #15 8: CAS CO 98CN70037F 02/01/1998 02/01/1999 STATE FARM FIRE #14 8: CAS CO 98CF75269 02/01/1997 02/01/1998 STATE FARM FIRE #13 8: CAS CO 98BV46137 02/01/1995 02/01/1997 STATE FARM FIRE #12 8: CAS CO 980910240 02/01/1994 02/01/1995 STATE FARM FIRE #11 8: CAS CO 980746685 02/01/1993 02/01/1994 STATE FARM FIRE #10 8: CAS CO 980474445 02/01/1992 STATE FARM FIRE #9 8: CAS CO 980211615 02/01/1991 STATE FARM FIRE #8 8: CAS CO 980244982 02/01/1990 STATE FARM FIRE #7 8: CAS CO 987560663 02/01/1988 STATE FARM FIRE #6 8: CAS CO 987213251 02/01/1986 STATE FARM FIRE #5 8: CAS CO 98-70-0374-8 02/01/1985 02/01/1986 STATE FARM FIRE #4 8: CAS CO 98-61-9335-7 02/01/1984 02/01/1985 STATE FARM FIRE #3 8: CAS CO 98-37-7189-4 02/01/1983 02/01/1984 STATE https.//fortress. wa.gov /lm/bbIp/detml.aspx?LIcense=SOUTHI*281 QC 1/24/2005 Look Up a Contractor, ElectncIan or Plumber LIcense Detail Page 4 of 4 b FARM FIRE #2 & CAS CO 98-61-9335-7F 02/01/1982 02/01/1983 STATE FARM FIRE #1 & CAS CO 98-61-9335 02/ 01/ 1980 '......... Summons / Complaints Information Tax Summons / Cause Warrant Dismissal Complaint Complaint Judgement Judgemen Complaint Number Id Plaintiff County Date Date Amount Date Amount ROSEN SUPPLY #2 042015542 CO THURSTON 08/04/2004 $24,30347 $000 ROSEN SUPPLY #1 042120462 COMPANY KING OS/24/2004 $24,30340 $000 StaLLa New SeareD Printer Friendly Version 1.8: Fi 10 J g b LFti i lnf Tiel -ion en 'S 1e eedb lek I j I ( ~ r- lnriu<"f In .' ~uu the: ,I. ,t T..rj Ir1 :;!; :}xt nt I pnilC Visit ,.)ccess lV https.//fortress wa.gov/lm/bbIp/detaIl.aspx?LIcense=SOUTHI*281 QC 1/24/2005 Materials Testing & Consulting, Inc. Geotechmcal Engmeenng · Special InspectlOn. Matenals Testmg ~~c 4u/.' ~J REPORT OF FIELD INSPECTION AND COMPRESSION TEST) 0.; ~ Report #C 4'fs9 Golden Dragon 813 Yelm Avenue, Yelm, WA 05C079 July 15, 2005 July 18, 2005 CLIENT ADDRESS South Bay Homes 115 N McCormick Street Olympia, WA 98506 Attn Tim Baker PROJECT PROJECT ADDRESS FILE NO' DATE CAST DATE RECEIVED PERMIT #. FIELD DATA Location of Placement: Foundation walls Sample Location From chute Contractor' Supplier & Plant: Quantity Placed, Cu Yd Delivery Ticket #. Truck #. Batch Time Sample Time Slump, inches (ASTM C-143) Air Content, % (ASTM C-231) Concrete Temp, of (ASTM C-1064) Min / Max Temp, of Glacier (227) 8 yd 602212 0096 12.10 1'00 6-1/2 41 Job Spec 6 +/- 1 Job Spec o o / Mix # & Proportions. Cement, Ibs Flyash, Ibs. Water, gals Fine Aggregate, Ibs. Coarse Aggregate, Ibs Coarse Aggregate, Ibs Coarse Aggregate, Ibs Admixture, oz.lcwt Admixture, oz.lcwt Admixture, oz.lcwt 3135 No Batch Weights Given [gJ Concrete (ASTM C-39) o Lt. Wgt. Concrete (ASTM C-39) SAMPLE TYPE & COMPRESSION TEST RESULTS o Grout (ASTM C-1019) 0 Mortar (ASTM C-109) 0 Cubes (ASTM C-11 07) o Other' Log No Test Age (Days) Date of Test OBSERVATIONS Total Load (Lbs ) Sample Dimensions (In) 600 Sample Area (Sq In) 28.27 5-2144 7 5-2145 28 5-2146 28 5-2147 H 7/22/05 8/12/05 8/12/05 85,170 REQ'D 28 .....rJ;:71 'I REMARKS MTC on site as re uested REPORTED BY Tadd Nelson, Field Technician DISTRIBUTION original: Client cc: cc: City of Yelm cc: r8.J Samples made by a MTC representatIve r8.J Samples picked up by a MTC representative O Test results comply with applicable specification O Reinforcing steel was visually inspected and found to comply with project plans and specs O Reinforcing ste~! does not comply with project plans and specIfIcations 12 ;;~I;~:~~;%~~r were added C8:I prior tolD :i:'::,\::::\i":\:'.:jj'~;'-:::\':,{:"::'!F:'il~i::.;;.;,,:}:L *. Refer to appropriate ASTM for corresponding L-'i, break t e identification Compressive Strength (PSI) 3,010 Tested By '" <1J '" Q) 0. ~ >. ;Of- TN REVIEWEDBY Ste hen Barrie, Technical Director cc: cc: All results apph- only to actual locations and materials tested As a mutua] protection to clients. the public and ourselves. all reports are submitted as the confidential property of clients. and authoriz.1.lion for publication of statements. conclusions or C'\lracts from or regardilli.\ our reports is reserved pending our wrillen approval. " - 3,000 777 Chrysler Drive . Burlington, W A 98233 . Phone 360 755 1990 . Fax 360 755 1980 1710 MIdway Court . Centralia, W A 98531 . Phone 360.330 7926 . Fax 360.330 7946 1208 Bay Street, Ste. 100 . Bellingham, W A 98225 . Phone 360 647 6061 . Fax 360 64 7 8111 Website Address. www.mtc-inc.net Rc\" 12/t)..l. M.T.C. Materials Testing & Consulting, Ine. REPORT Materials Testing & Consulting, Inc. 777 Chrysler Driv~ Burlington, WA 98233 Phone (360) 755-1990 Fax: (360) 755-1980 South Bay Homes Tim Baker 115 N. McCormick Street Olympia, WA 98506 FILE NO DATE PROJECT ADDRESS CITY ENGINEER. ARCHITECT CONTRACTOR. PERMIT NO 05C079 July 15, 2005 Golden Dragon 813 Yelm Avenue Yelm, WA CLIENT ATTN ADDRESS I R/C Time Temp MTC on site at Golden Dragon in Yelm to perform special inspection on fresh concrete 1 set of 4 cylinders made Concrete placed per construction standards Approximately 8 yds placed See R/C Report #4159 To the best of my knowledge, above was per project plans & specs DISTRIBUTION original: Client cc: City ofYelm cc: REPORTED BY Tadd Nelson, Field Technician REVIEWED BY Ste hen Barrie, Technical Director cc: cc: cc: All results applv onl\' to aetuallocations and materials tested. As a mutual protection 10 clients. the public and ourselves. aU reports arc submiucd as the confidential property of clients. and au/llor1zaliol1 for publ1cl1lion of st.1lcmcnls. conclusions or exlraclS from or regarding our reports is rcscn'cd pending our ....TitteR approval. 17] 0 Midway Court . Centralia, W A 98531 . Phone (360) 330-7926 . Fax (360) 330-7946 Website Address: www.mtc-inc.net Rev 0910 I Materials Testing & Consulting, Inc. Geotechmcal Engmeenng · SpecIal InspectIOn. Matenals Testmg REPORT OF FIELD INSPECTION AND COMPRESSION TEST Ce';I,r~~llC ~::<~ir; nt !\. l:'!"f,,lj:? CLIENT ADDRESS South Bay Homes 115 N McCormick Street Olympia, WA 98506 Attn Tim Baker PROJECT PROJECT ADDRESS FILE NO DATE CAST DATE RECEIVED PERMIT #. Report #C 6565 Golden Dragon 813 Yelm Avenue, Yelm, WA 05C079 July 13, 2005 July 14, 2005 FIELD DATA Location of Placement: Exterior footing Sample Location South end of exterior footing Contractor' Tim Baker Construction Supplier & Plant: Glacier (227) Quantity Placed, Cu Yd 10 cy Delivery Ticket #. 702726 Truck #" 0396 Batch Time Unknown Sample Time. 12.30 p.m Slump, inches (ASTM C-143) 40" Air Content, % (ASTM C-231) NA Concrete Temp, of (ASTM C-1064) 630 Min / Max Temp, of Mix # & Proportions: Cement, Ibs Flyash, Ibs Water, gals Fine Aggregate, Ibs Coarse Aggregate, Ibs Coarse Aggregate, Ibs. Coarse Aggregate, Ibs. Admixture, oz./cwt Admixture, oz./cwt o / 0 Admixture, Oz./cwt SAMPLE TYPE & COMPRESSION TEST RESULTS o Grout (ASTM C-1019) 0 Mortar (ASTM C-109) 0 Cubes (ASTM C-11 07) o Other" 4280 (Type I & II) 830 139 + 5 (111 G Fr) 13730 16630 Job Spec 4 0" Job Spec N WRA 1800z i:8J Concrete (ASTM C-39) o Lt. Wgt. Concrete (ASTM C-39) Log No Test Age Date of Total Load Sample Sample Compressive Tested By -'" OBSERVATIONS (Days) Test (Lbs.) Dimensions Area Strength " Q) Q) "- ~ >- (In) (Sq In.) (PSI) \"f- 5-2124 7 7/20/05 94,000 600 28.27 3,330 SB rsJ Samples made by a MTC representative 5-2125 28 B/10/05 rsJ Samples picked up by a MTC representative 5-2126 28 8/10/05 0 Test resulls comply with applicable spedfication 5-2127 H 0 Reinforcing steel was visually inspected and found to comply wIth project plans and specs 0 Reinforcing steel does not comply with project plans and specifications ~ Gallons of water were added Ii!:I prior to! 0 after sampling" REQ'D 28 3,000 ** Refer to appropriate ASTM for corresponding break t e identification. REMARKS WIC Ratio 441 RlE[~:.JVrcu DISTRIBUTION original: Client cc: cc: City of Yelm cc: cc: cc: " .. "'''f\[ JUL ~ v 1.0\1.1 REPORTED BY Lonnie Sayler, WABO Lab Manager REVIEWED BY Ste hen Barrie, Technical Director All results apply only to aCluallocations and matcrials tcsted. As a mutual protection to clients. the public and ourselves. all reports are submiued as the confidential propcrt)" of clients. and <Iu!hori/Jllion for pUblication ofstatcmcnls. conclusions or exlmcts from or regarding our reports is rescn"cd pending our wriHcn approval. 777 Chrysler Drive . Burlington, W A 98233 . Phone 360 755 1990 . Fax 360 755 1980 1710 Midway Court · Centralia, W A 98531 . Phone 360.330 7926 . Fax 360.330 7946 1208 Bay Street, Ste. 100 . Bellingham, WA 98225 . Phone 360 647 6061 . Fax 360 647 8111 Website Address: www.mtc-inc.net Rcy 12/0-1 Materials Testing & Consulting, Inc. Geotechnical Engmeenng · Special InspectiOn · Matenals Testmg REPORT OF FIELD INSPECTION AND COMPRESSION TEST (A-n[.li;"lje #J2.6f; 01 fl. Qj)(.J,0~ CLIENT ADDRESS South Bay Homes 115 N McCormick Street Olympia, WA 98506 Attn Tim Baker PROJECT PROJECT ADDRESS FILE NO DATE CAST DATE RECEIVED' PERMIT #. Report #C 6565 Golden Dragon 813 Yelm Avenue, Yelm, WA 05C079 July 13, 2005 July 14, 2005 FIELD DATA Location of Placement: Exterior footing Mix # & Proportions. Cement, Ibs. Flyash, Ibs Water, gals. Fine Aggregate, Ibs. Coarse Aggregate, Ibs. Coarse Aggregate, Ibs Coarse Aggregate, Ibs. Admixture. oz./cwt Admixture, oz./cwt 0/ 0 Admixture, Oz./cwt SAMPLE TYPE & COMPRESSION TEST RESULTS o Grout (ASTM C-1019) 0 Mortar (ASTM C-109) 0 Cubes (ASTM C-1107) o Other' Sample Location South end of exterior footing Contractor' Tim Baker Construction Supplier & Plant: Glacier (227) Quantity Placed, Cu Yd. 10 cy Delivery Ticket #. 702726 Truck #. 0396 Batch Time Unknown Sample Time 12:30 p m. Slump, inches (ASTM C-143) 40" Air Content, % (ASTM C-231) NA Concrete Temp, OF (ASTM C-1064) 630 Min / Max Temp, of Job Spec 4 0" Job Spec N o Concrete (ASTM C-39) o Lt. Wgt. Concrete (ASTM C-39) 4280 (Type I & II) 830 139 + 5 (111 G Fr ) 13730 16630 WRA 1800z Log No Test Age Date of Total Load Sample Sample Compressive (Days) Test (Lbs.) Dimensions Area Strength (In.) (Sq. In ) (PSI) 5-2124 7 7/20/05 94,000 600 2827 3,330 5-2125 28 8/10/05 134,730 600 2827 4,770 5-2126 28 8/10/05 145,220 601 2837 5,120 5-2127 H REQ'D 28 I>",. " .., 3,000 ~~ REMARKS WIC Ratio 441 Tested By -'" III " Q) Cl. ~ >- ff- OBSERVATIONS 58 [8J Samples made by a MTC representative J H [8J Samples picked up by a MTC representative J H f\:7I Test results comply with applicable ~ ::ipecification O Reinforcing steel was visually inspected and found to comply with project plans and specs O Reinforcing steel does not comply with project plans and specifications 5 Gallons of water were added mI prior tol 0 _ after sampling. li\:,__tJ:gi~N:, - ,__':._~:_::},-:Rt *. Refer to appropriate ASTM for corresponding I:~,"~'/"~""w"":'.',,,:.; -'''~ break tvne identification. *Resteel inspected by city REPORTED BY Lonnie Sayler, WABO Lab Manager REVIEWED BY Ste hen Barrie, Technical Director DISTRIBUTION original: Client cc: cc: City of Yelm cc: AU resulls appJ\' only (0 actual locations and malerials tested. As a mutual protection to diems. the public and ourselves. all reports are submitted as the confidential property of clients, and authoriUltion for publication of statements. conclusions or extracts from or regarding our reports is reserved pending our ,..ritten approval. cc: CC: 777 Chrysler Drive · Burlington, WA 98233 . Phone 3607551990 . Fax 360 7551980 1710 Midway Court . Centralia, W A 98531 . Phone 360.330 7926 . Fax 360.3307946 1208 Bay Street, Ste. 100 . Bellingham, WA 98225 . Phone 360.647.6061 . Fax 360 647 8111 Website Address: www.mtc-inc.net Rc\' 1211I4 Materials Testing & Consulting, Inc. Geotechmcal EngmeerIng · SpecIal InspectIOn · MaterIals Testmg REPORT OF FIELD INSPECTION AND COMPRESSION TEST ~ 1;/' ',1 1.>11, L't'. South Bay Homes 115 N McCormick Street Olympia, WA 98506 Attn Tim Baker CLIENT ADDRESS PROJECT PROJECT ADDRESS FILE NO DATE CAST DATE RECEIVED' PERMIT #. FIELD DATA Report #C 4159 Golden Dragon 813 Yelm Avenue, Yelm, WA 05C079 July 15, 2005 July 18, 2005 Location of Placement Foundation walls Sample Location From chute Contractor' Supplier & Plant: Quantity Placed, CU.Yd Delivery Ticket #. Truck #. Batch Time Sample Time. Slump, inches (ASTM C-143) Air Content, % (ASTM C-231) Concrete Temp, OF (ASTM C-1064) Min / Max Temp, OF t8J Concrete (ASTM C-39) o Lt. Wgt. Concrete (ASTM C-39) Mix # & Proportions. Cement, Ibs Flyash, Ibs. Water, gals Fine Aggregate, Ibs Coarse Aggregate, Ibs. Coarse Aggregate, Ibs Coarse Aggregate, Ibs. Admixture, oz./cwt Admixture, oz./cwt Admixture, oz./cwt 3135 Glacier (227) 8 yd 602212 0096 12.10 1'00 6-1/2 41 No Batch Weights Given Job Spec 6 +/- 1 Job Spec o 0/ o SAMPLE TYPE & COMPRESSION TEST RESULTS o Grout (ASTM C-1019) 0 Mortar (ASTM C-109) 0 Cubes (ASTM C-1107) o Other" Log No T est Age Date of Total Load Sample Sample Compressive Tested By OBSERVATIONS (Days) Test (Lbs ) Dimensions Area Strength Ql !i:: (In.) (Sq In.) (PSI) f- 5-2144 7 7/22/05 85,170 600 28.27 3,010 TN ~ Samples made by a MTC representative 5-2145 28 8/12/05 128,540 600 28.27 4,550 JP ~ Samples picked up by a MTC represent alive 5-2146 28 8/12/05 105,570 601 2837 3,720 JP ~ Test resu~ts comply with applicable specification 5-2147 H 129,670 600 28.27 4,590 JP o ReinforCIng steel was visually mspeaed and found to comply with project plans and specs o ReInforcing steel does not comply with project plans and specifications .11 ;:~I~~=~~~~~r were added B pnor lof 0 REQ'D 28 3,000 .. Refer to appropriate .\STM for corresponding break t,,.. e identification REMARKS MTC on site as requested Hold was tested to conform with ASTM standards (j . I REVIEWED BY Ste hen Barrie, Technical Director ~f REPORTED BY Tadd Nelson, Field Technician DISTRIBUTION original: Client cc: ~r cc: City of Yelm cc: cc: cc: All results appf~. onh' to actual locations and materials tested. As a mutual protection 10 clients. Ihe pubhc and oursehes. all reports arc submined as the conlidential propeny of clients. and aulhoril...1tlon for publication of statemcnts. conclusions or c'-tracts from or n:gardlllg {'\lIt rq>ons is rtscl"\'cd pending our written approval 777 Chrysler Drive . Burlington. W A 98233 . Phone 360755 1990 . Fax 360 755 ] 980 17]0 Midway Court . Centrah~ W A 98531 . Phone 360.3307926 . Fax 360 330 7946 1208 Bay Street Ste. 100 . Bellingham, WA 98225 . Phone 360 647.6061 · Fax 360 647 811] Website Address. www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnlcal Engmeermg. Special InspectIOn. Matenals Testmg REPORT OF FIELD INSPECTION AND COMPRESSION TEST Crr!!fl:.al<:#1YI.JOlt.13l'f.i.02 South Bay Homes 115 N McCormick Street Olympia, WA 98506 Attn Tim Baker Report #C 6410 Golden Dragon 813 Yelm Avenue, Yelm, WA 05C079 August 10, 2005 August 11, 2005 CLIENT ADDRESS PROJECT PROJECT ADDRESS FILE NO DATE CAST DATE RECEIVED' PERMIT #. FIELD DATA Location of Placement: Slab on grade Sample Location. Mix # & Proportions. Cement, Ibs. Flyash, Ibs Water, gals. Fine Aggregate, lbs Coarse Aggregate, Ibs. Coarse Aggregate, Ibs. Coarse Aggregate, Ibs. Admixture, ozJcwt Admixture, ozJcwt o / 0 Admixture, ozJcwt SAMPLE TYPE & COMPRESSION TEST RESULTS o Grout (ASTM C-1019) 0 Mortar (ASTM C-109) 0 Cubes (ASTM C-1107) o Other. Contractor' South Bay Homes Supplier & Plant: Glacier (270) Quantity Placed, CU.Yd. 36 of 50 Delivery Ticket #. 602552 Truck #. 396 Batch Time. 12.29 Sample Time 1 15 Slump, inches (ASTM C-143) 5 Air Content, % (ASTM C-231) 35 Concrete Temp, of (ASTM C-1064) 700 Min / Max Temp, OF Job Spec 4 +/- 1 Job Spec 45 rgJ Concrete (ASTM C-39) o Lt. Wgt. Concrete (ASTM C-39) 5 0 sk 3/4 Fly 4220 830 131 12810 17860 ADVA 1360z Log No Test Age Date of Total Load Sample Sample Compressive Tested By (Days) Test (Lbs.) Dimensions Area Strength " 0- ;>. (In) (Sq. In.) (PSI) f- 5-2497 7 8/17/05 86,270 600 28.27 3,050 TN 5-2498 28 9/7/05 5-2499 28 9/7/05 5-2500 H REQ'D 3,000 28 REMARKS MTC on site as requested OBSERVATIONS [gJ Samples made by; a MTC representative [gJ Samples piCked up by a MTC representative O Test resulls comply with applicable specification 1":71 Reinforcing steel was visually inspected and ~ found to comply wlth project plans and specs O Reinforcing steel does not comply with project plans and specifications 12 ;;~~o~:~~:,,~~r were added e prior tolD h Refer to appropriate ASTM for corresponding break e identification REPORTED BY Tadd Nelson, Field Technician ut REVIEWED BY Stephen Barrie, Technical Director DISTRIBUTION original: Client cc: cc: City of Yelm cc: All rcsuhs appl\' only to actual locations and materials tested. As a mutual protection to clicnls. the public and ourseh'cs, all reports are submiCicd as the confidentiaJ propem' of cliellts. ami authorization for publication of Slatemenls. conclusions or C-'\:lrncls from or regarding our reports is reserved pending our written approval cc: CC: 777 Chrysler Drive . Burlington, W A 98233 . Phone 360 755 1990 . Fax 360755 1980 1710 Midway Court . Centralia, W A 98531 . Phone 360.330.7926 . Fax 360.330 7946 1208 Bay Street, Ste. 100 . Bellingham, WA 98225 . Phone 360 647 6061 . Fax 360 647.811] Website Address: www.mtc-inc.net Rev. 12/0-1 M. T. C. Materials Testing & Consulting, Inc. ~~c t$'/ v 4110 ~ It () ,g Itlt7J Materials Testing & Consulting, Inc. 777 Chrysler Drive Burlington, WA 98233 Phone (360) 755-1990 Fax. (360) 755-1980 CLIENT ATTN ADDRESS South Bay Homes Tim Baker 115 N McCormick Street Olympia, WA 98506 FILE NO DATE. PROJECT ADDRESS CITY ENGINEER. ARCHITECT CONTRACTOR. PERMIT NO 05C079 August 10, 2005 Golden Dragon 813 Yelm Avenue Yelm, WA I R/C Time Temp' MTC on site at Golden Dragon in Yelm to perform special inspection on fresh concrete Slab on grade Concrete placed per construction standards Approximately 50 yds placed See R/C Report #6410 Reinforcing steel was not inspected by MTC To the best of my knowledge, above was per project plans & specs REPORTED BY Tadd Nelson, Field Technician REVIEWED BY Ste hen Barrie, Technical Directo DISTRIBUTION original: Client cc: City of Yelm cc: cc: cc: cc: All results apply only 10 actual1ocalions and materials tested. As a mutual protection to clients. the public and ourselves, all reports arc submitted as the confidential propcny of clients. and authorization for publication of stateITlCnlS, conclusions or c.xlmc1s from or regarding our reports is reserved pending our written approval. 1710 Midway Court · Centralia, W A 98531 . Phone (360) 330-7926 . Fax (360) 330-7946 Website Address: www.mtc-inc.net Rev 0910 I Materials Testing & Consulting, Inc. Geotechnlcal Engmeenng · SpecIal InspectIOn · Matenals T estmg Ii 1!2 C IE'- , If::. I "CCRED REPORT OF FIELD INSPECTION AND COMPRESSION TESTS[P 121005,.~,i"""""""", Report #C 6410 Golden Dragon 813 Yelm Avenue, Yelm, WA 05C079 August 10, 2005 August 11, 2005 CLIENT ADDRESS South Bay Homes 115 N McCormick Street Olympia, WA 98506 AUn Tim Baker PROJECT PROJECT ADDRESS FILE NO DATE CAST DATE RECEIVED PERMIT #. FIELD DATA Location of Placement: Slab on grade Sample Location Mix # & Proportions Cement, Ibs Flyash, Ibs Water, gals Fine Aggregate, Ibs Coarse Aggregate, Ibs. Coarse Aggregate, Ibs Coarse Aggregate, Ibs Admixture, oz./cwt Admixture, oz./cwt o / 0 Admixture, Oz./cwt SAMPLE TYPE & COMPRESSION TEST RESULTS D Grout (ASTM C-1019) D Mortar (ASTM C-109) D Cubes (ASTM C-11 07) D Other' Contractor' South Bay Homes Supplier & Plant: Glacier (270) Quantity Placed, Cu Yd 36 of 50 Delivery Ticket #. 602552 Truck #. 396 Batch Time 12:29 Sample Time 1 15 Slump, inches (ASTM C-143) 5 Air Content, % (ASTM C-231) 35 Concrete Temp, of (ASTM C-1064) 700 Min / Max Temp, of Job Spec 4 +/- 1 Job Spec 45 r8J Concrete (ASTM C-39) D Lt. Wgt. Concrete (ASTM C-39) 5 0 sk 3/4 Fly 4220 830 131 12810 17860 ADVA 1360z OBSERVATIONS Log No Test Age Date of Total Load Sample Sample Compressive (Days) Test (Lbs ) Dimensions Area Strength (In) (Sq In) (PSI) 5-2497 7 8/17/05 86,270 600 28.27 3,050 5-2498 28 9/7/05 142,340 600 28.27 5,030 5-2499 28 9/7/05 144,010 600 28.27 5,090 5-2500 H REQ'D 28. 3,000 REMARKS MTC on site as requested Tested By -'" <1l " " 0. ~ >, ~I- TN TN TN ~ Samples made by a MTC representative r8J Samples picked up by a MTC representative [8J ;;:~i~:~~~nCOmPIY with applicable fV7I Reinforcing steel was visually inspected and ~ found to comply with project plans and specs O Reinforcing steel does not comply with project plans and specifications 12 ~;~I~~:~~~:~~r were added ~ prior tolD "'* Refer to appropriate ASTM for corresponding break t e identification eN SH REPORTED BY Tadd Nelson, Field Technician - REVIEWED BY Ste hen Barrie, Technical Dir DISTRIBUTION original: Client cc: cc: City of Yelm cc: cc: cc: All results apply only to aclual locations and materials tested As a mutual protection 10 clients. the public and ourselycs. all reports arc submillcd as the confidential propcrt\. of clients. and authori:r..ation for publication of statements. conclUSions or extracts from or regarding our reports is reserved pending our written approval. - ~ 777 Chrysler Drive . Burlington, W A 98233 . Phone 360 755 1990 . Fax 360 755 1980 1710 Midway Court . Centralia, W A 98531 . Phone 360.330 7926 . Fax 360.330 7946 1208 Bay Street, Ste. 100 . Bellingham, WA 98225 . Phone 360 647 6061 . Fax 360 6478111 Web site Address. www.mtc-inc.net Rc,. l2/(1,J 1;2/:;L~Y ------ /~ City ofYelm 105 Yelm Avenue West PO Box 479 Yelm, Washington 98597 (360) 458-3244 #H at?- ck ~ A.J ;;y Lt r; tI ?2-- fN t&] h.e- ?Y- t/ 3~dJ h.,. S"' LN "7Yl11 ;/ lie '-;/c? # /"' cLel~.-L LJAJ &r 9Cf3 - /3 vB I A/'. I );1 W ~ dt riA) vC/.. AI/l.-'ld~ ~~)~ti .4" hfJ- ;;;'o.L The Czty of Yelm zs an Equal Opportunzty Provzder FIRE-RESISTANCE-RATED CONSTRUCTION TABLE 720.1 (2}-continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p MINIMUM FINISHED THICKNESS FACE-TO-FACEb ITEM (inches) MATERIAL NUMBER CONSTRUCTION 4 hour 3 hour 2 hour 1 hour 2" x 6" (51 mm x 152 mm) wood studs at 16" centers with double top plates. single bottom plate; interior side covered with Sit Type X gypsum wallboard. 4' Wide. applied horizontally or vertIcally with vertical joints over studs and fastened 15 Exterior or with 21//' Type S drywall screws, spaced 12" on center exterior SIde covered interior walls 15-1 16q with 7/16" wallboard JOInts covered with paper tape and joint compound, fastener - - - 69/16 (continued) heads covered with joint compound; wood structural panels (oriented strand X board) fastened with 6d common nails (bright) spaced 12" on center in the tield and 6" on center along the panel edges. Cavity to be filled with Silt mineral wool insulation. Ratino establIshed from the gypsum-covered side only 2" x 6" wood studs at 24" centers with double top plates. single bottom plate; ~ interior and ex tenor side covered with two layers of Sit Type X gypsum wallboard, 4' WIde. applied horizontally with vertIcal JOInts over studs. Base 15-1 17q layer fastened wIth 21/4" Type S drywall screws, spaced 24" on center and face - - 7'/4 - layer fastened with Type S drywall screws. spaced 8" on center wallboard joints covered with paper tape and joint compound. fastened heads covered with joint compound. Cavity to be tilled wIth Silo" mineral wool insulation. 16. Exterior walls 2" x 4" wood studs at 16" centers with double top plates, single bottom plate; rated for fire Interior side covered with 5/8" Type X gypsum wallboard. 4' wide, applIed resistance horizontally unblocked. and fastened with 21/4" Type S drywall screws. spaced from the 12" on center wallboard Joints covered with paper tape and joint compound, 4112 inside only in 16-1 Iq fastener heads covered with joint compound. Exterior covered with "It wood - - - structural panels (oriented strand board). applied vertically horizontal joints accordance blocked and fastened with 6d common nails (bright) - 12" on center in the field, with Section 704.5 and 6" on center panel edges. Cavity to be filled wIth 311t mineral wool insulation. RatIng established for exposure from interior side only For SI. I inch = 25 4 mm. I square inch = 645.2 mm2 I cubic foot = 0.0283 m" a. Staples with equivalent holding power and penetration shall be permitted to be used as alternate fasteners to nails for attachment to wood framing. b. Thickness shown for brick and clay tile are nominal thicknesses unless plastered. in which case thicknesses are net. Thickness shown for concrete masonry and clay masonry is equivalent thickness defined in Section n 1.3 I for concrete masonry and Section n I 4 I I for clay masonry Where all cells are solid grouted or filled with silicone-treated perlite loose-till insulation, vermiculite loose-till insulation. or expanded clay shale or slate lightweight aggregate. the equivalent thickness shall be the thickness of the block or brick using specified dimensions as defined in Chapter 21 Equivalent thickness may also include the thickness of applied plaster and lath or gypsum wallboard, where specified. c. For units in which the net cross-sectional area of cored brick in any plane parallel to the surface containing the cores is at least 75 percent of the gross cross-sec- tional area measured in the same plane. d. Shall be used for nonbearing purposes only e. For all of the construction with gypsum wallboard described in this table, gypsum base for veneer plaster of the same size. thickness and core type shall be permit- ted to be substituted for gypsum wallboard. provided attachment is identical to that specitied for the wallboard. and the joints on the face layer are reinforced and the entire surface is covered with a minimum of '/,.-inch gypsum veneer plaster. The tire-resistance time period for concrete masonry units meeting the equivalent thicknesses required for a 2-hour fire-resistance rating in Item 3. and having a thickness of not less than 7'/x inches is 4 hours when cores which are not grouted are tilled with silicone-treated perlite loose-fill insulation; vermiculite loose-fill insulation, or expanded clay shale or slate lightweight aggregate. sand or slag having a maximum particle size of 'Ix inch. g. The tire-resistance rating of concrete masonry units composed of a combination of aggregate types or where plaster is applied directly to the concrete masonry shall be determined in accordance with ACI 216.lrrMS 216. Lightweight aggregates shall have a maximum combined density of 65 pounds per cubic foot. h. See also Note b. The equivalent thickness shall be permitted to include the thickness of cement plaster or 1.5 times the thickness of gypsum plaster applied in ac- cordance with the requirements of Chapter 25 i. Concrete walls shall be reinforced with horizontal and vertical temperature reinforcement as required by Chapter 19 j. Studs are welded truss wire studs with 0.18 inch (No.7 B W gage) tlange wire and 0.18 inch (No.7 B.W gage) truss wires. k. Nailable metal studs consist of two channel studs spot welded back to back with a crimped web forming a nailing groove. I. Wood structural panels shall be permitted to be installed between the tire protection and the wood studs on either the interior or exterior side of the wood frame as- semblies in this table. provided the length of the fasteners used to attach the fire protection are increased by an amount at least equal to the thickness of the wood structural panel. m. The design stress of studs shall be reduced to 78 percent of allowable F'" with the maximum not greater than 78 percent of the calculated stress with studs having a slenderness ratio l/d of ~3 n. For properties of cooler or wallboard nails, see ASTM C 514. ASTM C 547 or ASTM F 1667 o. Generic fire-resistance ratings (those not designated as PROPRIETARY* in the listing) in the GA 600 shall be accepted as if herein listed. p. NCMA TEK 5-8, shall be permitted for the design of fire walls. q. The design stress of studs shall be equal to a maximum of 100 percent of the allowable F'c calculated in accordance with Section 2306. I 2003 INTERNATIONAL BUILDING CODE@ 121 FIRE-RESIST ANCE-RA TED CONSTRUCTION MINIMUM FINISHED THICKNESS FACE-TO-FACEb ITEM (inches) MATERIAL NUMBER CONSTRUCTION 4 hour 3 hour 2 hour 1 hour 4" No. 18 gage, non load-bearing metal studs, 16" on center, with I" portland cement lime plaster [measured from the back side of the 3/4-pound expanded metal lath] on the exterior surface. Interior surface to be covered with I" of 15-1 9 gypsum plaster on 3/4-pound expanded metal lath proportioned by weight-I.2 - - 61/2d - for scratch coat, 1.3 for brown, gypsum to sand. Lath on one side of the partition fastened to 1/4" diameter pencil rods supported by No 20 gage metal clips, located 16" on center vertically on each stud. 3" thick mineral fiber insulating batts friction fitted between the studs. Steel studs 0.060" thick, 4" deep'or 6" at 16" or 24" centers, with lit Glass Fiber Reinforced Concrete (GFRC) on the exterior surface. GFRC is attached with flex anchors at 24" on center with 5" leg welded to studs with two 1/2"-long flare-bevel welds, and 4" foot attached to the GFRC skin with 5/8" thick GFRC 15-1 10 bonding pads that extend 21/t beyond the flex anchor foot on both sides. Interior - - 61/2 - surface to have two layers of lit Type X gypsum wallboard." The first layer of wallboard to be attached with I "-long Type S buglehead screws spaced 24" on center and the second layer is attached with I Sit-long Type S screws spaced at 12" on center Cavity is to be filled with 5" of 4 pef (nominal) mineral fiber batts. GFRC has I II," returns packed with mineral fiber and caulked on the exterior. Steel studs 0 060" thick, 4" deep or 6" at 16" or 24" centers, respectively, with lit Glass Fiber Reinforced Concrete (GFRC) on the exterior surface. GFRC is attached with flex anchors at 24" on center, with 5" leg welded to studs with two 1/2"-long flare-bevel welds, and 4" foot attached to the GFRC skin with Sit-thick 61/8 15-1 II GFRC bonding pads that extend 21/t beyond the flex anchor foot on both sides. - - - Interior surface to have one layer of Sit Type X gypsum wallboard" attached 15 Extenor or with lilt-long Type S buglehead screws spaced 12" on center. Cavity is to be interior walls filled with 5" of 4 pef (nommal) mineral fiber batts. GFRC has lilt returns (contmued) packed with mineral fiber and caulked on the exterior 2" x 6" wood studs at 16" with double top plates, single bottom plate; interior and exterior sides covered with Sit Type X gypsum wallboard, 4' wide, applied )C- IS-I 124 honzontally or vertically with vertical jomts over studs, and fastened with 21/4" - - - 63/4 Type S drywall screws, spaced 12" on center. Cavity filled with Silt mineral wool insulation. Y- 2" x 6" wood studs at 16" with double top plates, single bottom plate; interior and exterior sides covered with 'It Type X gypsum wallboard, 4' wide, applied 15-1 134 horizontally or vertically with verticaljomts over studs, and fastened with 21/t - - - 63/4 Type S drywall screws, spaced 7" on center Cavity to be filled with Silt mineral wool insulation minimum 2.58 pef (nominal). 2" x 4" wood studs at 16" with double top plates, single bottom plate; intenor and exterior sides covered with Sit Type X gypsum wallboard and sheathing, 15-1 144 respectively 4' wide, applied horizontally or vertically with vertical joints over - - - 4'/4 studs, and fastened with 21/4" Type S drywall screws, spaced 12" on center. Cavity to be filled with 31/," mineral wool insulation. 2" x 4" wood studs at 16" with double top plates, single bottom plate; interior sides covered with Sit Type X gypsum wallboard, 4' wide, apphed horizontally unblocked, and fastened with 211t TypeS drywall screws, spaced 12" on center, wallboard joints covered with paper tape and joint compound, fastener heads 15-1 154 covered with joint compound. Exterior covered with 3/t wood structural panels - - - 41/2 (oriented strand board), applied vertically, horizontal joints blocked and fastened with 6d common nails (brightl-12" on center in the field, 6" on center panel edges. Cavity to be filled with 31/t mineral wool insulation. Ratmg established for exposure from interior side only TABLE 720.1 (2)-continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p ( continued) 120 2003 INTERNATIONAL BUILDING CODE@ .. .3>0 "(~~, ~!:7~., 309 WASHINGTON STREET NE · OLYMPIA, WA 98501 . TEl. 3603522477 · FAX 360352-0179 E MAIL. Vector@vectorengineeringinc com VEl Job # 4082 Structural Analysis and Design of Golden Dragon Restaurant 813 Yelm Avenue West Yelm, WA for Soutbbay Homes Inc. 115 McCormick Olympia, W A Contents Cover Sheet (C-l) Structural Detail (SI-S5): Calculations (not necessary for construction): 1 Sheet 5 Sheets 30 pages 11109/04 RECEIVED OCT 1 3 1004 ~~.',w.fJ..'U.i1-:;;~"\:;.;"'i:,.'.' , Ore;! J PLf !JOb 1"0 F'~ !page lOt ::Sa 309 Washington Street NE, Olympia WA 98501 Tel 360 352 2477 Fax 360 352 0179 email vector@vectorengineeringinc com I " ! I ) ! ' I ~5~1c.. 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I .... ...... ...,......-'-...--........---......-..---....-.- I : _.~.-..._.._-_. , , I i i , , , --r---------~-__7__--!--------.,-- ---......, I MCE Parameters - Conterminous 48 States Zip Code - 98597 Central Latitude = 46861391 Central Longitude = -122 521453 Data are based on the 0 10 deg grid set Period SA (see) (%g) 0.2 1156 Map Value, Soil Factor of 1 0 1 0 035 1 Map Value, Soil Factor of 1 0 MCE Parameters x Specified Soil Factors 0.2 d20 V Soil Factor of 1 04 1 0 0597 Soil Factor of 1 70 MCE Parameters - Conterminous 48 States Zip Code - 98597 Central Latitude = 46 861391 Central Longitude = -122 521453 Data are based on the 0 10 deg grid set Period SA (sec) (%g) 0.2 115 6 Map Value, Soil Factor of 1 0 1 0 035 1 Map Value, Soil Factor of 1 0 MCE SPECTRUM x SOIL FACTORS Fa = 1 04 Fv = 1 70 Period (see) 0000 0099 0.200 0497 0500 0600 0700 0800 0900 1 000 1 100 1.200 1 300 1400 1 500 1 600 1 700 1 800 1 900 2000 SA (%g) 0481 120.2 120.2 120.2 1195 0996 0853 0747 0664 0597 0543 0498 0460 0427 0398 0373 0351 033.2 0314 0299 o 4FaSs To T=0.2, FaSs Ts T=1 0, FvS1 !-(O ?2- ~ c~ ~ -3 M1.l'iINelWll'llMMDItlOl ~1f~IlI'ClIl'IJIlI. --"'L- 15'.51 ____________________m___ --- --------------- ~ ", ~____.______u__ ___ Fr'iezl'r "\. 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II 1 ;?<..'" y ~ J.-, -r- kl ~ "'" - lL (' :;ki- ?l ~~ IPI J "- -:: 2 .It.. .q~ j) '\ .-----.. .- ~.. t I -..,;:- " ..-.. .--. - I". - I.t____ "K... 1'-" 'C:> - ...... --- """ ~' .L Fe ~ ~ ..... II': -..,../ v . .........-....,--.- , 1---- ...-..'-- r i <) '-- j T ._,--- I i ! ; , I j i , ! , i , '-(OS2-. Vl c9r~-<:' I I ~ ~ cO n' ]P I ~ N ~ -:I:. ,-~ "-~ - '" ] 1 ~ ~ ~ '1) if} ~ J J) l/D~ 1: ~ ~ ..t:: \ 7--- fo? 2. \'- ~ ~ HOLD DOWN CONSTRUCTION SCHEDULE ALLOW. LOAD (LBS.) MARK SIMPSON PRODUCT SPECIAL REMARKS HD2A OR PHD2 OR CONNECT TO 4x STUD MINIMUM. CONCRETE ANCHOR AND OTHER FASTENERS 2030 2 HPAHD22 PER MANUFACTURES SPECIFICATIONS. SEE MANFACTURES SPECIFICATIONS FOR HPAHD22 INSTALLATION HD5A OR PHD5 OR CONNECT TO 4x STUD MINIMUM. CONCRETE ANCHOR AND OTHER FASTENERS 3800 5 STHD14RJ PER MANUFACTURES SPECIFICATIONS. SEE MANFACTURES SPECIFICATIONS FOR STHD14RJ INSTALLATION 5105 6 HD6A OR PHD6 SAME NOTE AS HD2A / PHD2 6730 S HDSA OR PHDS SAME NOTE AS HD2A / PHD2 9540 10 HD10A SAME NOTE AS HD2A / PHD2 13380 14 HD14A CONNECT TO 6x STUD MINIMUM. CONCRETE ANCHOR AND OTHER FASTENERS PER MANUFACTURES SPECIFICATIONS. 13380 20 HD20A SAME AS HD14A 15305 15 HD15 SAME AS HD14A HOLD DOWN OVER SHEATHING W/ MAXIMUM 1S" CLEAR SPAN (MAX FLOOR 1905 37 MST37 JOIST DEPTH 11-7/S"). CONNECT TO 4x STUD MIN. ABOVE TO 4x STUD MIN. BELOW FASTENERS PER MANUFACTURES SPECIFICATIONS. 3135 4S MST4S SAME AS MST37 4785 60 MST60 SAME AS MST37 5800 72 MST72 SAME AS MST37 ?fOe? .2- t ::, ~r- 3-c SHEAR WALL CONSTRUCTION SCHEDULE SHEAR NAILING @ NAILING @ SOLE FOUNOA TION IPLF.1 MARK SHEATHING FRAMING EDGE & FIELD PLATE ANCHOR BOLTS COMMENTARY 1/2" APA RATED SO COMMON @ 160 COMMON @ 350 PLYWOOD OR EQUAL 2" NOMINAL 4"& 12"OC S"OC 5/S X 10 @4' OC RESPECTIVELY 5/S" APA RATED 80 GALV BOX @ 160 COMMON @ 350 2 2" NOMINAL 3" & 12" OC 5/S X 10 @ 4' OC PANEL SIDING RESPECTIVELY S"OC 112" APA RATED 3" NOMINAL 10D COMMON @ 160 COMMON @ BP5/8-2 WASHERS 460 3 PLYWOOD OR EQUAL (see note 7) 4"& 12"OC 4"OC 5/S X 10 @ 2' OC REQ'D RESPECTIVELY 112" APA RATED 3" NOMINAL 10D COMMON @ 3/S"x4-1I2" LAG 3" NOM. TREATED 770 4 PLYWOOD OR EQUAL (see note 7) 2"& 12"OC BOLTS@S"OC. 5/Sx12 @2'OC PLATE WI BP5/S-2 RESPECTIVELY WASHERS 19/32" APA RATED 3" NOMINAL 100 COMMON @ 3/S"x4-1I2" LAG 3" NOM. TREATED 870 5 PLYWOOD OR EQUAL (see note 7) 2"& 12"OC BOLTS@6"OC. 5/8 X 12 @ 1S" OC PLATE WI BP5/S-2 RESPECTIVELY WASHERS 112" GWB BOTH SIDES 2" NOMINAL 50 COOLER 160 COMMON @ 150 6 @4"OC 1/2 X 10@ 6' OC. OF FRAMING BLOCKED EDGES & FIELD S"OC SHEAR WALL CONSTRUCTION NOTES 1- WOOD SHEAR WALLS SHALL BE CONSTRUCTED OF APA RATED SHEATHING OF THE THICKNESS SPECIFIED, AND INSTALLED PER THE EXPOSURE AND SPAN RATINGS SPECIFIED FRAMING LUMBER SHALL BE DF #2 AND BETTER. PRESSURE TREATED LUMBER SHALL BE AWPA C2.25 HEM-FIR #2 AND BETTER. 2- ALL DESIGNATED SHEAR WALLS SHALL BE FULLY NAILED TO FRAMING OR BLOCKING AT ALL PANEL EDGES AND INSTALLED TO CREATE CONTINUOUS SHEAR DIAPHRAGMS THROUGH OUT THE ENTIRE PLANE OF THEIR CONSTRUCTION. NAILING PATTERNS FOR DIFFERENT STORIES SHALL BE CHANGED AT THE LEVEL OF THE TOP SURFACE OF THE INTERVENING HORIZONTAL DIAPHRAGM (SUBFLOOR OR ROOF). 3- BOUNDARY MEMBERS OF ALL SHEAR WALLS SHALL HAVE THEIR FULL CROSS SECTION BLOCKED TO THE PLATE BELOW (THROUGH THE DEPTH OF THE FLOOR STRUCTURE BENEATH THE SHEAR WALL). 4- THE TOP MEMBER OF ALL TOP PLATES OF ALL DESIGNATED SHEAR WALLS SHALL BE MADE CONTINUOUS, INCLUDING AT WALL INTERSECTIONS AND CORNERS, WITH ONE CS16 STRAP AT EACH BUTT JOINT 5- ALL EXTERIOR WALLS SHALL BE DESIGNATED MARK 1 SHEAR WALLS UNLESS NOTED OTHER ON THE PLANS. 6- ANCHOR BOLTS CONNECTING TREATED PLATE TO FOUNDATION SHALL NOT BE COUNTERSUNK. 7- WHEN SPECIFIED, 3" NOMINAL FRAMING MEMBERS ARE REQUIRED AT PANEL JOINTS ONLY SEE STANDARD SHEAR WALL DETAILS FOR FURTHER CLARIFICATION. TREATED PLATE SHALL BE SIZED AND ANCHORED AS NOTED. ~'( e , t OL.....-_ f N GIN f f R I N G ~N ( I Daij /;~M IJOb Lf062- Ipage 1 +- 101 ~ 309 Washington Street NE Olympia WA 98501 Tel 360 352 2477 Fax 360 352 0179 email vector@vectorengineeringinc com rt,-t-f-+++rr--+++-+- I :: : I ~-T_=-_~:,_-~-=~].~ --i--~-~~~~-~ L _~~_-~ ~-- --- -~----:-- ----.-i-~- -+ ' \ I I \ I i ......_.l.--.~.--T-..--..l.---. --r---T~'" --.... sr ' I I , I I , I' ;; Ii, I II I' i I , \ I l '~l ~ \ i \ I J ) , : I q I ct i: I' '\ ' I - 1 ~ ' :' I' ' I _-~-E.? j--.-~-O-(;t--=-r ---,:-b-L:::-i~ [{I -~7~~L--:----~--~- -~. ~+o,-:-----:II----~----':'---~-,,----~- , -~ : : I I ' I I II 'I ii' JI ] I i I I I' , j : ! 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I I I Ii! ! : i I -r--T- ..----!-----,.-----,---- -:--.--I----'------'----'------'-----t Vector Engineering, Inc 309 Washington St NE Olympia, WA 98501 (360) 352-2477 9/8/2004 Job # 4082 Description 5 FT HDR 64' ROOF Simple Span Wood Beam Calculator Section DF6x10 Span (ft) 500 live Load (pst) 25 WLL (pit) Dead Load (pst) 15 WOL (pit) Span Carried (ft) 6400 Wtotal (pit) Total Load deflection (1/x) 240 live Load deflection (1/x) 360 CD 115 Continuous span carried (Y or N) N factor 05 Bendinq Mmax (ft-Ib) fb (psi) Fb(psi) 4000 580 1553 Shear Vmax (Ib) tv (psi) Fv(psi) 3200 92 978 Total Load Deflection allow (in) actual (in) Ilx 0.250 0029 2096 live load deflection allow. (in) actual (in) Ilx 0167 0018 3353 ~OC?~ '2-'::> Or 3?:: beam calculator Vector Engineering, Inc 309 Washington St NE Olympia, WA 98501 (360) 352-2477 9/8/2004 Job# 4082 Description ENTRY BEAM Simple Span Wood Beam Calculator Section ----..-----..--.--- Span (ft) Live load (pst) Dead load (pst) Span Carried (ft) Total load deflection (1/x) Live load deflection (lIx) CD Continuous span carried (Y or N) DF6X8 8.00 25 15 2500 240 360 1 15 N WLL (plf) WOL (plf) Wtotal (plf) factor 0 5 Bendina Mmax (ft-Ib) fb (psi) Fb(psi) 4000 931 1553 Shear Vmax lib) tv (psi) Fv(psi) 2000 73 978 Total load Deflection allow (in) actual (in) Ilx 0400 0149 645 live load deflection allow. (in) actual (in) Ilx 0.267 0.093 1031 Ljo~~ 2- ~ (:) f'- 3( beam calculator _o__c,,"'."'w,'"""""~.""",.,'" . 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I I~~I iv~ I 6., ,191-=4 Ittb~~.l4 i ~ IS~ i i IT l++=AAr:+4J~~~~+~=F>OI~ ...I.=r-44~~.jlg;~l;.t~=+.~~ I. i i i ! i! ! i " I' ~q i I I '-i i ! -l '.fi ! , I I I!o- , , 1 I I' i I I I. E.. ' ! i I I +- Iii ! I I, I ~' ---r-rTTI 1-1--T-1--1 /-- -'-T-i-l-I l .---".i--"-jl--~1 $~ ~I.!-T.' -f-i--t-tk brl~i.' -_L-..-1---0' tl' i- -6' ---'---~- .1-1 I !'.. I ' , I ' , , I !..-/ -, I ." --L----1--J- ,--- ~...I----~---J ---J---ri------.J-~8:--~-€= , ; i i i I I I I I i I I I .! Iii I i I:.. I t~. r I L..i - , , ; i \ ; .-----t-"-'-'-.-j-'-----;--- r , , __L_.__._._,.;....... ! ! i --:---t - - - -] .--.-----~-.-._"'-..-J-.----.l- -. .__..L t \ \ \. \, 'c ~/v Sfp 0 ~() lIUU; MECHANICAL PERMIT separate app\\ca\lon for each structure TOWN OF YELM pOBox 479 '(elm, Wastling\on 98591 ielepnone {206) 453-3244 ~ e,6.' ~trs No.~W'--;'= --=== =-~_. .~-=--==----- t Air furnaces o 'Under \00,000 81'\1 feeS ~ Over \00,000 S1'U Fee $ ,1.. GUnder \00,000 fee $ o \00,00\ . 500,000 fee $ ot Water o 500,00\ - \,000,000 fee $ r Stearn Boiler o ',000.00\ - \,150,000 he $ o ~er \ ,750,000 fee $ Air Handling Units o Under \0,000 CfM fee $ o Over \0,000 CfM fee $ -- Evaporator Coolers l Not portable) , fee $ Repairs or alterations to any at the above feeS l V.n' 0' V.ot fan tnot w",d by oth.. p.""i' fee S J Exhaust Hood fee $ J lnc:inerators o Oomestic: feeS o Commercial feeS o Other APVliances \\ist' fee $ r;J Other Mechanical lnstalbtions Hist \ By Vatue - 1 Co~t,J~ \)IJ,TS Peu"It fee 1'OT AL E~CLOSED r:E'E 2- t6- ~~ )~ck fJ/~i , , ., . \ :-\~;r ... .....\? t . I Permit o Electric 0 Others CONTRACTOR'S AFf\OAV\T I he,ebY mal<e app\1callon la' a MechanICal parmll and ce,IIIY lha' our \100 is ,eglsle,ed as a conllac'O' wllb 'be Slale 01 Wasbln9lon aod Town 01 ~elm and .bal work sball be peTformed In acco,dance wllb a\1 Code. and 0' dinancCc, of Town 01 '{elm firm ~~(. . Slgna\ure No wo,k shall be performed p"O' to recelpl 01 .alldaled perm\\. call 458-3244 tor Inspection FOR TOWN Of YELM USE ONL'( Dale Permit # Rec'd by /-' "'f '1 ; '- r- -- __ ,., ~..J" -+-'-; , ~ f ... '>.{ ~- \~ , "@ TOP VIEW PRODUCT SPECIFICATION SHEET 604 't:f: I THRE~ COMJ:>>b.B!...Iy,IENT SINKS _ \ NSF approved , \ / \ / 553-18 J Threec Impartment wi two dr inboards \ ,}.f.?: 553-18N Three compartment wlo drainboard 18' drainboards 90' SO" TOP VIEW 4t" S" 41. 24" 26' . 8" 26' 24" . r . rf 01 01 . ~ . . N N - ~I N -. .. ..... -It) N ~ 01" . (\I I .N t') ~ 1 FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW 42" 26- 24' 42- 24" . 01 ~ . . C'I ~ . N N ;:w; ... N - . . .~ ~ N. -It) N N ~~ - - \ .. .... N I ~ \ N \ FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW TOP VIEW ~...... 553-18L Three compartment left drainboard SS3-18R Three compartment right drain board 7S" 18" drainboard 18" drainbostrl 76" . C\I N TOP VIEW . JimexCorp. 651WestTower Avenue. Alameda. CA94501 (800) 314-4477 (510) 337-1000 Fax: (510) 337-8787 InfoCDjlmex-coldtech.com www.coldllcbUU.com ARMG HEAw DUTY MANUAL GRIDDLES ~~ ~ 24,36,48,60, 72 ~ I (610,914,1220,1524,1829) I o . Ie 0<D 0<D 0<D I ,.. HEAVY DUTY MANUAL GRIDDLES Highly polished 3/4" thick plates ~3O'(762) r-r- I (3~7) 34-1/2 t- (876) to 3S" 20-1/2 (914) (521) to I (t~~) LL ARMG ~ 1"(25) '-../- rytQQ.EL WIDTH DEPTH HEIGHT BURNERS TOTAL BTU ~ SHIP WT. Lbs. Kg " ARMG-24:> 24" 30" 10" 2 60,000 1758 203 92 1"-. ____ ARM(3-36 36" 30" 10" 3 90,000 26.37 310 140 ARMG-48 48" 30" 10" 4 120,000 3516 365 165 ARMG-60 60" 30" 10" 5 150,000 4396 421 191 ARMG-72 72" 30" 10" 6 180,000 5275 498 225 \ HEAVY DUTY MANUAL GRIDDLES' Highly polished 1" thick plates I MODEL WIDTH DEPTH HEIGHT BURNERS TOTAL BTU ~ SHIP WT Lbs. Kg '--1 ARMG-124 24" 30" 10" 2 60,000 1758 325 147 ARMG-136 36" 30" 10" 3 90,000 2637 435 197 ARMG-148 48" 30" 10" 4 120,000 3516 635 288 ARMG-160 60" 30" 10" 5 150,000 43.96 .~ 755 342 ARMG-172 72" 30" 10" 6 180,000 5275 895 406 STANDARD FEATURES . Highly polished steel griddle plate, 3/4" (19) thick. (Optional 1" (25 4) thick plate available) . . "u" shape burners, 30,000 BTU/hr. for every 12'" (305) of griddle surface. · Manual control for each burner. · Available with open burners: Easy cleaning, removable cast iron 1wo piece burner heads, allow high gas output of 32,000 BTU, highest In the industry. . AGA and CGA design certified NSF listed . One year limited warranty, parts and labor OPTIONS .4" (102) legs adjustable . Equipment stand . Partial grooving · Open burner combinations . Saute and wok burner heads(open burner) . S/S wok ring (open burner) · Easy cleaning, removable cast iron 1wo piece burner heads, allow high gas output of 32,000 BTU, highest in the industry Gas: 5.0"W.C.Natural, 10.O"W.C.Propane. Specify type of gas and altitude If over 2000 feet. 3/4" NPT Gas Inlet. Clearances: From non-combustible walls, 0" When unit Is placed next to combustible walls, clearances must exceed 12" (305) on sides, and r (179) from rear. American Range Corporat1on Is a quality manufacturer of commercial cooking equipment. Because of continuing product improvements these specifications are subject to change without prior notice. I AMERICANJtRANGE Quality Comm.rclDl Cooking Equlpmf1nt 13592 Desmond St. Pacolma CA 91331 Tel: 818.753.9893 Fax: 818 753.0526 o ~~(NSF.) 0\:-\ '? / t~ '1 f; e~~ C JIM """"... IVI ChemMARK 5606 7\11 A.ve. $. (206) '768-9888 Seattle, WAOO'OB Fax (206) 762-2~t.8 SALES ~ __ AUthOrized SERVICE ~ faclOry selVice . .... FOlllPMENT { SUPPLIES ~ SerViog the Food ano Blwerage Industries ~.rTI'0?7//1Yff.#&W;f. . Wff/U~ 5~' ~\1Il ~T 1\\\ \ 15~1 /._ counter-rop o \ t \ L-W \ &V," 1,-- 1St,,, -~ . , , Track &. lab'e Layout l' op View eht'lt\lcal HO\Isil\1\ Control 80" with In;e<toli. ~ \ ~ \ .t (ounter 10(1 '\ ~ r- ----.--~ , \ [1- -- -r :'4" :\5" l~" Adi_____ 1'h ----[ elc"nol.t --------- 1 f i1P St;r j\\1 ..~r . Ora~- Right Side 11'/,. Adj. 12". scrap Trap Drain facing floor front View 'M.>"inmm Height Cldrance tor Ol~hcs is 17" "\ SPECIFICATIONS MODEl "11.1 Ah-2 (MHRIC ~~~EQUAl) OPERATING CAPACITI' RACKS PER HOUR 28 37 28137 ~ OPERATING CYCLE 120 90 Wf,SH llME-SEC 57 45 RINSE TIME:--SEC 48 30 DWEll 15 ~ ~SH TANK CAPAClTi..1.7 Gal. 1.7 Gal. WASH pUMP ~~_____ _5!~M 57 GP~ (191~i TEMPERATURE ~SH TEMP __ t49~.J.40of~O'Cj WATER CONSUMPTION PER RACK I 6;1\. 1 7 Gat \64'-> Ll ~__ 56Gl'\1 74GPH i2.~\\l WA1ER INtET 'I, 'f, tU1 em) ~. 2' 2"~L W/>.5H pUMP MOTOR (2) ~~1~ mMENSIONS OEPTH 2S' Z5 (63.5 elll) WIOTH \!.IoolL A IS 2; I 25 'f 2~,-t (6~ em) I-lFIGHT 55 55" '1010 en;' STf\NDARO TABLE . HElGHl :\"" 34" ({IS em) M~l( CLEARANCE r _ _ ",,_ ."_' FOR OIS\-1ES '1" . I -- : \ STANDARD RACK \ \ 19'/: x WI, (50 x 50 Oil) t ~ r7l ,ooor opening SHiPPING WEIGHT --- . 11H'~" APPROXIMATE __2b21 27\)1 (~~~) flECTRICAl RI>.TlNG MODELS VOLTS PHI>.SE LOAD AMPS .111\- I A-I 1\5 1 1'3.0 AI\-2 />.-2 115 \ 130 (HI'.OUIlU:S CLI'.AW 20 AMI-' CI\{CUIT) left Stde ~ 120190 57/45 46130 15/1 S ~5 '=L U" 111 ----- o o ct (\) ...J o ~ o (11 .. o lJ.) ." n J II 3 :J: t>> , ,: ~L (\) o m ...J (J) (\) (\) U1 ~ m ." N FROM . FAX t~O. . speci~ications design & construction features QcnstructUon - Table body and top shall be constructed of highly polishe 0 series stainless steel. Top shall ha.v8 die stamped bea . g 12%2 H)( 20o/G2H. A lamln~ted hardwood cutting board 8" WI hall be mounted on stainless steel brackets located on c:entro s shall be 1%" 0.0. galvanized tubing fitted with adjUstable, lastic feet. Und If shall be galvanized ~,teel. Stainless sta ilable as options. Therm10plastlc cutting F and USDA appr,oved, Is also optional. conttols -. IndIvidual infinite con along with Etight other temperature continuously while control is in "on" h.at compartments - Each lined with Z2' gauge galvanized ste on all four $ides and bottom with Jun 22 2W~@) ~_. ~ .. '1 1 I .& r 12'" 1. . Ii) ..e .leotrlc8~'" Each compartment tt or 150 watt tubul~ element above the insulat ments shall pe standard all units wired for 110-12 ements shall be standard fclr units, wired for 220-240 vo . t cord with plug will extend from the bottom of the right hand control side as standard equipment. top openI~ m'*l . IIOlta phase width height length 2 ~ T f 1- s 30 '112- 54- 4B"" Carries New York MEA 376-84 approval. "- 4 63W 79'" receptacle configuration note: Full range of optlons and accessories available. Please consult price list. spU".... pens ,..quJred for wet appIlcaUon '-.. ~ ~ 'U~O ~ 3OAMP250V 30 AMP t25V IUmllllladwllh IllII'IlIh9cIWIIh IUl'IIlaIWld_ NE1H 17:ao plIl9 NaAA $030 ~ Na.lA 5030 PIu\I stalnle_ ateel part . 302027 aJumIIIum part . 304141 Shall be deep drawn, fully ooved,li!O g~uge type 304 stainless steel 01' aluminum, 6~" deep, made to fit the 12%:( top opening in IMU hot food tables. E GF14 Gas Fryers ~ *1/ ci :z ~ u: c{ ;( 1/2'" NPT GAS LINE 4.88 (118) f '--../ 28.11 J" INCHES DIII08lDII8 (-I 8..~-.~ (10) L null nUL2CTOIl (IlIlQUIIlIl'- 15.88 (~I 48.81 (U811 42.21 (iOn) 38.28 l /":. (-)~ 12.90 (UII) DIlAIII IIII'PUI (IN.,.AUIIIlI 40.81 (1_1 r 1 14.00 PM) "----- 8F14 IME SIOH MODEL SHORTENING OVERALL SIZE DRAIN NET APPROXIMATE SHIPPING DIMENSIONS NO. CAPACITY HEIGHT WIDTH LENGTH HEIGHT WEIGHT WEIGHT CLASS CUBE DIMENSIONS GF14 3040 Ibs. 40.51- 15.88- 28.11" 12.90- 1151bs. 152 Ibs. 85 19.25 H W L (15-20 liters) (52 kg) 42- 22" 36 (1029 mm) (403 mm) (714 mm) (328 mm) (69 kg) (1067 mm) (559 mm) (914 nvn) w/extenslon POWER REQUIREMENTS NATURAL GAS 100,000 BTUlhr. input (105.5 megajoule&'hr.) (29.3 kW) GAS FRYER SPECIFICATION Description: Fryer shall be an open-pot floor model type, capable of cooking a minimum of 65 Ibs. (30 kg) of frozen fries per hour. The hypot Is to be constructed of cold rolled or stainless steel (each optional) and have a capacity of 3040 Ibs (15-20 liters) of shortening with a 12 x 15 inch (305 x 381 nvn) frying area. The hypot shall halle a large cold zone without tubes for easy cleaning. The unit Is to be provided with a 1-1/4" IPS ball-type drain valve, located 12.9 inches (with extension) from the floor. The unit Is to be provided v.ith Iwo heavy gauge fly baskets with insulated handles. The bumer system Is to Incorporate an atmospheric bumer with multiple orifices rated at 100,000 BTUlhr. The bumer system is to be a millivolt control system. The unit shall be built and listed to NSF, AGA, and CSA standards. The fryer is to carry a one-year limited warranty on parts and labor with a 5-year warranty on the stainless frypot Model supplied to this specification shall be a GF14. LP GAS 100,000 BTUfhr. input (105.5 megajoules/hr.) (29.3 kW) ELECTRICAL none required for millivolt system OPTIONAL ACCESSORIES o Frypot cover o stainless steel apron drain with basket Qnterchangeable right or left side) o Flexible metal connector with quick-<:onnect coupler o Sediment tray o Fryer's frt!lnd clean-out rod o Screen-type basket au pport o Fishplate 06" (152 mm) casters o Full size basket In lieu of twin baskets 0314" x 48" (19 x 1219 mm) quick discOnnect with gas line 0314" x 36" (19 x 914 mm) quick disconnect with gas line NOTES '1fZ' (N)T) gas inlet si2B -MIiIdt <n1lloI &ystsm ~ pIl.rnbilg c:odes i:lr proper lIJppIy .. IIi2ing. Rec:onmended mlriTun slue marifoIcf pres&U8 tobe 6" We. i:lr natural gas and 11- WC. fa' LP gas. 01eck purrbi-g codes fa' proper lIUppIy b IizIng to aIIai1 burner marifoIcf preseuie r:J 4" WC. natural cr 10" WC.LP CLEARANCE INFORMATION A minimum of 18" (457 mm) should be maintained between the flue outlet and the lower edge of the exhaust hood filters. Allow a dearance of 6" (152 mm) between the sldes and rear of the fryer to any cqmbuslible material. Allow 24" (610 mm) In front for seNicing and operation. Frymaster, L. L. C. 8700 Une Avenue, P O. Box 51000, Shreveport, Louisiana 71135-1000 Phone 318-865-1711 TOLL FREE 1-800-221-4583 Fax 318-868-5987 Distributed in Canada by GARLAND COMMERCIAL RANGES, LTD., 1177 Kamato, Mississauga, Ontario L4W 1X4 litho in U.S.A. CFrymaster, L. L. C. 6/01 We reserve the right to change specifications appearing In this bulletin without incurring any obligation for equipment previously or subsequently sold. '-----'" HEAW DU1Y HOT PLATE ~ r30' (762) I ,- 14" (357) t- ----- 20-1/2 (521 ) to 22" (559) --' III@@@II@@@~ I ARHP24-2 ARHP36-3 ARHP48-4 ARHP12-2 ~ 12,24,36,48 ~ I (305,610,914,1220) I (Do(D (Do(D (Do(D ~ IJ ARHP12-1 HEAVY DUlY HOT PLATES I MODEL WIDTH DEPTH HEIGHT ARHP/SUHP~ r----: 12,24,36, 48 ~ I (305,610,914,1220) I <Do<D <Do<D <Do<D J ~ J 4"(11" '-.../" fT I (~7) 34-1/2 t- (876) to 36" 20-1/2 (91L14) (5~1) 22" (559) 1111111_- .. BURNERS TOTAL BTU ARHP244 ARHP36-6 BURNERS TOTAL BTU ARHP48-8 ARHP60-10 KW SHIP. wr. Lbs. Kg. ARHP12-1 ~2" 18" 10" 1 32,000 937 51 23 ARHP12-2 12" 30" 10" 2 64,000 18.75 85 38 ARI:lP24-2. 24" 18" 10" 2 64,000 1875 j 85 38 [\ _;RHP244 \ 24" 30" 10" 4 128,000 37 51 je 140 63 ARHP36-3 36" 18" 10" 3 96,000 2813 115 52 , ARHP36-6 36" 30" 10" 6 192,000 5627 210 95 ARHP48-4 48" 18" 10" 4 128,000 3775 140 63 ARHP48-8 48" 30" 10" 8 256,000 7502 270 122 ARHP60-10 60" 30" 10" 10 320,000 9378 325 147 STEP-UP HOT PLATES I MODEl WIDTH DEPTH HEIGHT KW SHIP. wr. Lbs. Kg. SUHP12-2 12" 30" 14" 2 32 000 937 85 38 SUHP244 24" 30" 14" 4 128 000 18.75 140 63 SUHP3&6 36" 30" 14" 6 192.000 18.75 210 95 SUHP4&8 48" 30" 14" 8 256,000 3751 270 122 STANDARD FEATURES . Heavy Stainless Steel Front and Sides. . Heavy Gauge Chassis. . Heavy duty 12" (305) x 12" (305) cast Iron top grates, easily removable. · Manual gas control valve for each burner. · Stainless steel. non-clog pilots for Instant Ignition on each burner. . Full width removable crumb tray for easy cleaning. · Die Cast, chrome plated control knobs. . Easy cleaning removable 11ft of cast Iron burner heads. . 32,000 BTU/hr., highest In the Industry. . AGA and CGA Design Certified, NSF Listed. (step-up Is NSF Listed only) . One year limited warranfy, parts and labor. OPTIONS . Saute and wok burners heads. . S/S Wok ring available. Gas: 5,0" W G.Natural, 10.0"W.C.Propane. Specify type of gas and altitude if over 2000 feet. %" NPT Gas Inlet. Clearances: From non-combustible Walls, O. When unit Is placed next to combustible walls, clearances must exceed 12" (305) on sides, and r (1 79) from rear. American Range Corporation Is a qualify manufacturer of commercial cooking equipment. Because of continuing product Improvements these specifications are subject to change without prior notice. AMERICAN*RAN6E QU4lUy Comm.rclDl Cooking Equipn,....t 13592 Desmond Sf. Pacolma CA 91331 Tel: 818.753.9893 Fax: 818.703.0526 ------ ~- fW@ ~ _"".,~,,,,,,,,,""~~'"'~""'~"C"'-"~~"""""~.'~~~~~!~4~~~~J\W'~~"'~~;:~~"i~~f<~.:~~.::.;,,;~~~"~Mr~~""?.,-::t';~f'~~~::''''',~.~':~~~'=!:;':':~~.'.' ,'.~'r:,'-~- ~ .......~. 42'i - --- 35",~4",78",lotj" l:3a....2g~J -----.--{ -r--..::= -' . '\ ABC Chinese Range e U:NGTH,TYP~ sa" 54" 78Y 108" 138" 168" 188" 208" 228" 2418" 278" 29S. ---.- "- --. .... ~-- _..J "'"1- O'f:.. -- - 'N l!!'l \0 r:=J8S S.. - -,," ." . .."~ I ~ ~~i I 38 1/2" OfPTH 42" 42" 42" 42" 42'1 42" 42" 42" 42" 42" 42" 42" SJ)RNERS 1 2 3 -1 5 6 7 8 9 10 11 12 JU.J,L 110,000 220,000 330,000 440,000 660,000 660,000 710,000 880,000 990,000 1,100.000 1,210,000 1,320.000 ~IP WEIGHT 300 (LBS) 500 750 1000 1250 1500 1750 2000 2260 2500 2760 3000 Actual length: Total of all holes diameters + tolalapeee between holes and right and left edges. AU minimum 4" for eech tlplllC8. SpeclncatJonei 1. Dlment/on: Length varied by number of holes plus spBC$ end edges as calculated above for actu~ length. stand. I'd width 42", ~t.naard holght 34", 2. M_btrfall: Slalnleel$t&el top, front, lodge, pipe r.ok, and bo~plg.h. Stool aIde., and Isgt!. Oalllanluddrlp pans, and perforated Itainle66 steel waite basket 3. Bume,.: Four Bumer types . Three ring Burner 100,000 BTUlhr'l Jet Bllmer 110.000 BTU/hr., Ol.lck tip Bumelr 1101000 BTU/hr" 32 tip ,Jet Bumer 150.000 BTlJihr. 4. ea, control: All Jet tip .no Duck tip Bumel'l contrelled by "L" 5haped handle; 3-rtng BumIII' by poIlr.hed cnrome knob;. a. W.ter control: TofKlOOllng or Ca'lVentlonll coolln~ water system hand control*'! from Front Callfomla Style faucet controllodmanu.llyj AU10matlc faUClllt turned on by $WInging spout atralght out. e. Drip pan.: One Drip plJn for each hole. 7. Wate aaaktt: Stainleaa steel draIn basket located at front of range for top cooled water system. Stain/e.' steel wa$te ba$ketlocated at rear trough for c:onventiQnlll water cooled system. 8. Wok holding Style: Slanted wok holder for 13", 14" end 16" holes. Soup pot holder welded iMide 19" hole. Two ltelel barwnk holder for 18". 20", 22", and 24" holes. 9. Gal Prossunt and Inlet Glzea: Manifold pre&slJl'OlS CJ" w.e. for natural gal>. Gas Inlet 8v.Rable 8t either eidlt of the range. aaslnlet: '~2hol88'" 1" NPT, 3-4 holes :: 11/4" NPT; 6-8 holes -1 '/2" NPT, 9 hOleS or more. 2 0'. 11/2 NPT 10. Clearance: For use only In non-eomblJStl)le looatiooa. Provide O. doetallCl frOm non. Combustible construction; 2" Back and 8" Sldl$ d8llllil'Mr for oombuatblo conetnJotIon. iik if J lCEU 200 Series Cube lee Maker ~6 v Dimensions and AIr Flow 24' (610 mm) 33' r (838 mm) 23 5/8' (600 mm) 1-183/8" (418 mm)- - 25/8" (67 mm) E1eClrlcallnJet 718' (22 nvn) 0 Hole D. ,.------" lcemaker oJ,.;J 3/8" (10 n. '., 32" (813 mm) 30 1/16" (764 nvn) 1-----11------1 I II I I II I L_____J L_____J , :"::-f;ii~'(~ OPERATING LIMITS':'. Water Condenser - Water OUT 314" (19 mm) FPT Weter Cooled Units Only Water Condenser - Water IN 3/8' (10 mm) FPT Weter Cooled Units Only Ambient Temp. Range Air & Water 500 - 11 OOF (100 - 430C) ..........'O~f! .~,~.~.~.. .............................. Water Temp. Range ", . :iU"o 1000F (4.50 - 380C) Water Pressure Ice Maker Min. 20 psi (1.4 bar) Water in Max. 60 psi (6.9 bar) Condenser Inlet Water Min. 20 psi (1 4 bar) (Water cooled only) Max. 60 psi (6.9 bar) ;',~;;~;~~~~;:.:iJ...ICE.~RODUCTION CHART POUNDS (KILOGRAMS) IIER 24 HOURS ~f: ~ .. :" '~ ~II.....~~' ... :;"f<- :".: ICEU200 ICEU206 ICEU205 Conds. Air Temp. Water Temp. "F eC) Air Temp. Water Temp. OF (OC) Air Temp. Water Temp. OF (OC) Unit "F eC) 80"(27") 70"(21) 50"(10) "F eC) 80"(27") 70"(21) 50"(10) "F eC) 80"(27") 70"(21) 50"(10) 900 (320) 146 (66) 157 (71) 185 (84) 900 (320) 151 (68) 162 (74) 189 (86) 900 (320) 135 (61) 145 (66) 169 (77) Air ----- --------..-.-------- ---- .---.--------------- I--- - Cooled 800 (270) 174 (79) 187 (85) 205 (93) 800 (270) 177 (80) 190 (86) 209 (95) 800 (270) 158 (72) 170 (77) 187 (85) --- ~------------- ---- I----------~----- -- 700 (210) 191 (87) 205 (93) 226 (103) 700 (21 0) 194 (88) 208 (95) 229 (104) 700 (21 0) 173 (79) 186 (85) 205 (93) 900 (320) 170(77) 183 (83) 198 (90) 900 (320) 177 (80) 190 (86) 204 (93) 900 (320) 163 (74) 175 (80) 189 (86) Water ---- --~---- 1-------------- ------ Cooled 800 (270) 177 (80) 190 (86) 209 (95) 800 (270) 181 (82) 195 (89) 215 (97) 800 (270) 169 (77) 182 (83) 200 (91) 700 (210) 186 (85) 200 (91) 220 (100) 700 (21 0) 190 (86) 205 (93) 225 (102) 700 (210) 178 (81) 192 (87) 211 (96) ----, 1 90'170" figures are rated in accordance with ARI Standard 810. All remaining points are mathematical estimates, 2. All specifications and performance data are subject to normal manufacturing variances. . ';" '~--:!i~~:;:':1.-\:Ff~~~^',:_' .,.<.:.. ~... ORDERING AND SPECIFICATION INFORMATION. .' '..:...~ . \'" :'~ ::f i: :<r..~":;:~'p~~>~~~",' Ice ProducUon ~. -Cond.. 7rAlr~~w:~r ..t:::! ' Unit"""" . lba. (Kgo.) ICEU200+A Air lJ 226 (103) ICE0201T.JW Water 220 (100) -: ICEU206+A Air 229 (1~ ICEU206+W Water 225 (102) 5IICEU205+A Air_ 205 (93) ~ ICEU205+W Water 211 196\ Ice Production per 24 hra. at 90- AJrno. Water lba. (Kgo.) 157 (71\ 183 (83) 162 (74)_ 190 (86) 145 (66L 175 /801 Water Used-Gals. (Uta.) per 100 lb.. 01 Ice 90" A1rnO" Water 100 Prod. Cond. U.. Uu K1lowalla Used per loolba. of Ice 90" AIr 70" Water Bloh Voltage CharacterlsUcs No. of Wires Max. Fuse SIze 29.21111 371 (140 29,5 (112 34.l!m.gL- 30.0 (114) 33.4 (126 n1a -:-cc-- 169.3 (641) n1a 154.2 (584) n1a 164.0 (621\ 9.8 7.0 8.3 6.0 8.9 6.2 4435 4199 4115 4009 3842 3768 115/60/1 115/60/1 208-230/60/1 208~230/60/1 230/50/1 230/50/1 3 3 3 3 3 3 Min. CIrcuit Amp. 11.6' 8.9 4.8 4.0 6.0 5.6 15 15 15 15 15 15 Shipping Weight Ibs. (Kgo.) 175 (80) 175 80) 175 80 175 80 175 (80 175180 + represents cube size. For full cube substitute an "F", for half cube substitute an "H" Please note: air-cooled units require 6" (152 rom) clearance for air Intake and exhaust ~ 1ce-O-Matic/Mile High 11100 E. 45th Avenue, Denver, CO 80239 Tel. 303 371-3737 Fax. 303 371-6296 www.iceomatic.com We reserve the nght to make changes in design and construction at any time without obligation. cMlle High Equipment Company lCEU200-1299 P.Ii!Jl. J:f-G BARBEQUE OVENS - B.B.Q. &: Mongolian Chinese Barbeque Smoker ese Packins Shipping Model Width x Depth" Height Fee WeiJht ~~r-~~-~~~q ~~;~o R~ "-'/'-:-"--"~'.~' ~~) 24" K 30" x 68" $100 410 lb. BQ.30 30" x 30" x 68" S1S0 440 lb. EQ-36 36" " 36" x 77' $150 940 lb. EQ42 42" x 42" ~ 82" 5150 1060 lbs EQ-48 48" x 48" x &2" 5150 12S01b. Mongolian B-;rbeq~;~~~Uble aumers; . -~I).. Cook Top Packing Shipping Di~eter Fee, ..... Weipt ARB-MBG..36 l2.l 36" $200 12001bs ? 4ARB-MBG-42 (2l 42" I $200 1~]ts ~MBO-48 o 48" $250 1520lba ARB-MBG-S4 I2l ~4" $250 16201bs ARE-MBG.-60 060" '300 17'0 lbs --- ..'___1' ."I,_"_-~" ~ \ t Mongolian Barbeque Hoods 11.o~j) .-_~... Model Diameter Packing Shippiq Fee Wei$ht EX-MB-152~C l2'J 62" $200 22Stbs ti:.e.x-M8~7-C 06T' $200 250 lb. s EX-MB..n-C 21 7371 $250 29S lbs ~ !x-MB..9*-C r2l 98" 5300 330 Jbs S EX.MB~ 123..C l2l123" $400 450Jb~ S . .... . '.: ,.,;r:~r:"t , ")'~:::'. ..~~;.:":/ Model <.:'....i t ~ - 4 w.c.iJL~ , Ff . ~pecifications ~ -P@ rNSr design & construction features . ~ . construction - polishe bea board 8" WI located on contro fitted with adjustable, galvanized steel Stainless ste as options Thermoplastic cutting USDA approved, is also optional controls - Individual infinite con along with eight other temperature s continuously while control is in "on" heat compartments - Each h lined with 22 gauge galvanized ste on all four sides and bottom with electrical- Each compartment tt or 750 watt tubular element above the insulate ments shall be standard on units wired for 110-12 ements shall be standard for units wired for .220-240 vol . t cord with plug will extend from the bottom ofthe right hand control side as standard equipment. Table body and top shall be constructed of highly o series stainless steel Top shall have die stamped ing 120/32"X 200/32" A laminated hardwood cutting hall be mounted on stainless steel brackets s shall be 1 %" 0 D galvanized tubing lastic feet. Und If shall be ilable F and Ienglh ~ O<!l O<!l O<!l O<!l T r 34- 12- 1 1. ~30~--t/ I .j.--22W~ ~' on I o. r "onmmnl tit M- + 2T 10' 1.. top model # total volts phase width height length openings wattage 2 DHT2-120 1,000 120 33- DHT2.240 1,500 :1:240 3- DHT3-120 1,500 120 48- DHT3-240 2,250 :1:240 1 30 1I2H 34H 4- DHT4-120 2,000 120 63 1/2- DHT 4-240 3,000 :1:240 5 DHT5-240 3,750 :1:240 79- Carries New York MEA 376-84 approval receptacle configuration note: Full range of options and accessories available Please consult price list. @ ~ S 0 fJ aD c:::J c:::J 15 AMP 125V 15 AMP 250V mo e DHT2-120 DHT3-120 PDHT2-120 PDHT3-120 furnished with furnished wtth furnished. wlih furnIShed with NEMA 6-20 plug NEMA 6-30 plug NEMA 5-30 plug NEMA5'15 plug :j: Also available in 208 volt. NOTE: To order stainless steel legs and undershelf, add letter .S. to front of model number spillage pans required for wet application stainless steel part # 302027 aluminum part # 304141 Shall be deep drawn, fully coved, 20 gauge type 304 stainless steel or aluminum, 61,hH deep, made to fit the 12%2 H top opening in EAGLE hot food tables. EG 30.00 DL 547 Rev 7/95 File # Spec. DIMENSIONS BEVERAGE-AIR@ SP27,SP48,SP60,SP72 STANDARD SANDWICH UNITS l I ~, SP27 FRONT VIEW SP48 FRONT VIEW SP COMMON END VIEW I It::. I LE, SP60 FRONT VIEW SP72 FRONT VIEW SP27-8 TOP VIEW SP48-8 TOP VIEW SP48-1 0 TOP VIEW r"'" SP48-12 TOP VIEW SP60-8 TOP VIEW SP6o-10 TOP VIEW r-"'''' SP60-12 TOP VIEW SP60-16 TOP VIEW SP72'-8 TOP VIEW r"lIII [1B1m Em J SP72-10TOP VIEW SP72-12 TOP VIEW SP72.18 TOP VIEW ~ o SPECIFICATIONS FOOD PREPARATION STANDARD SANDWICH UNITS SP27 -8S 179 B S1S 7.3 27"x29'/"'x41'/," 23"x23,/,"x23" 115 S1S 13.9 48"x29'/"'x41'1o" 44"x23'1,"x23" 115 SP48-10S 255 B 2 S1S 171 60"x29'/."x41'10" 56"x23'/."x23" 115 SPSD-8S 305 B 2 S1S 171 SO"x29'1."x41'10" 5S"x23'/"'x23" 115 SPSD-12S 313 B 2 SIS 21.5 72"x29'/"'x41'/," S8"x23'/,"x23" H5 SP72-8S 347 B 3 4;0 1/6 2 6-1/6 sizel2-t 4.5 1/5 6.5 1/4 6.5 1/4 6;5 . 4/4 4 1D-V6 size 4 8-1/6 size 4 12-1/6 size 6 8-1/6 size SP72-12S 350 B 3 S/S 21.5 72"x29'/."x41'10" 68"x23'/,"x23" 115 6,5 1/4 6 12-1/6 size ___~lfR.~Bftl1~~U~,n;'U~--~----' ----10'_ FEATURES . Available in 27", 48", 60", and 72" widths . 36" working height . Stainless steel exterior (front and sides) . Pans, 10" cutting board and 6" legs are standard . Interior finish is anodized aluminum Epoxy coated steel shelves are standard . Removable hood and lid assembly . Energy efficient forced-air refrigeration system circulates cold air under and slightly over the pans . Lift-out refrigeration system SP-27486072-8W OPTIONS o Swivel casters with locks o Sneeze guard o Door thermometer o Factory instalted door locks o Single overshelf lO Double overshelf o Free standing rod rack (1/2 size sheet pan) '----- (I) BEVERAGE-AIR* P.O. Box 5932, Spartanburg, S.C. 29304-5932 1-80D-845-9800 FAX' 884-582-5083 AS12324D-l0M 3199 e~~~ ft'::.':..:; " .luu MASTIC I(TW([It '''....E lllD LIP Qf tAN" 10 PRE'f'(..T LE;....AG[ Wan - [J] ~:~."-1 Top View 30. ',"'-'-. '>- SPECIFICA liONS: MODEL C-1 C-2 OPERATING CAPACITY RACKS PER HOUR 211 37 (NSF RATED) OPERATING CYCLE ---- 12. 90 WA'iH T1MF -SFC 57 "5 RINSE TIME-SEe 48 30 DWELL 15 15 W A5HT ANt< CAPACITY GALLONS 1 7 1] ------- WASH PUMP CAPACITY GAL PER MIN 52 52 THERMOM[l[RS WASH TEMP 140" 14lf' WATER CONSUMPTION 1 .7 GAL. PER RACK GAL PER HOUR 47.6 62.9 Track & Table Layout WATER INLET ~" .\I." DRAIN-I.P.s. 2" 2" --- ~ Countrr T op-.. "- ~~ Tn, ~I 8 Machine . ottom I'dfl Doors in raktod position Typical of .111 vif'ws " I 1 ~ I ~ 'I! ' _._~~~~t::~~_~~in~'MI .... :"" '"i'~ '~.I ~ Electrical 17' ~ Connection .-t 7~" t+, , 56" letlAdi _1 Front View Mnimum C1ear.lncr for Dish... is 17" I.- 20" 12" 1'" lea.Adl Scrap rr..p Right Side .-------, l' r , II 1 ~ I,: I 'II I 'II . - - - -~,. . Ooor opeDlI1tl 2~" Rear View Left Side o o ct' N .,J o ~ o en o w -U n ::r II 3 :3:' t>> , .,. W ASH PUMP MOTOR HORSEPOWER DIMENSIONS DEPTH 25Y." 25Y-." WIDTll 25%" 25%" HEIGHT 56" 56" STANDARD TABLE HGT 34" 34" MAl(. HEIGHT 17" 1 r CLEARANCE FOR DISHES N o m .,J m N N en .A CD STANDARD RACKS DISH (191-4". 19'1.") SHIPPING WEIGHT APPROXJMA TE 270# 270# ELECTRICAL RATlN<:; MODEL VOLTS PHASE C-1 11 S I no C-2 115 , 13.0 (REQUIRES CLEAN 20 MlP CIRCUIT.) <l .... / _______________ ____.____________ ____________u. __________n ___ _____n__n_ .________.___.- _~'__._.n___~w_____c___________________________________~n_______ DEPARTMENT 9FLAJ3GR AND INDU5TRlES -, - -' .. BY 1...A:W AS II SOUTH BAY' .HOMES. INQ 115 NORTHMG CORM1CK OLYMPIA WA 9 8S0 6 F62SCOS2-000(8197) - ~J Detach And Display Certificate