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Home My WebLink AboutUST-REPORT 8/8/1990 I, " Per it to Operöte Hazardous MaterialslHaiardous Waste Unified Permit CONDITIONS OF~PEBMIT ON REVERSE SIQE -.I . Issued by: ", i I . '\' This oennlt Is Issued for the following: , It! Hazardous MaterIals Plan . o Underground Storage of Hazardous MaterIals o Risk Management Program , 0 Hazardous Waste On-S1te Treabnent Permit ID #:: 015-000-000628 MERCY HOSPITAL LOCATION: 2215 TRUXTUN AVE - ONITORING "" \, . :, Bakersfield Fire Department ,OFFICE OF ENVIRONMENTAL SERVICES' 1715 Chester Ave., 3rd Floor Bakersfield, CA 93301 Voice (661) 326-3979 FAX (661) 326-0576 , , APProved by: issue Date , , , . , ~xp~tion Date: , - ~. ~'·····_~~~~.,.~r~"f;·j~1i~.,:r(_~·r:_;~~", . 4: ~, ' . .~ . :' June 30, 2003 ¡: ~ ¡-':. : - . . ," ~ . .ô.èi\ --_.~-------,. -- -.--..----.- .----.--- - -------._--~-,----- -. -.----- - ------------ .! PerIDit to Operftte ~ I I " Hazardous Materials/Hazardous Waste Unified Permit CONDITIONS OF PERMIT ON REVERSE SIDE This permit is issued for the following: , ":f.il,~rdous Materials Plan , m"',[$jround Storage of Hazardous Materials 'Jlagement Program "", Waste 2215 SUCTION L TT PERMIT ID# 015-021.000628 MERCY HOSPITAL LOCATION TRUXTUN TAN HAZARDOUS SUBSTANCE ¡1(t~NK PIPING PIPING PIPING PIPIN ,¡rOtS/ITOR TYPE TYPE METHOD ON IT 002 DIESEL TANKS Issued by: OW F Bakersfield Fire Department OFFICE OF ENVIRONMENTAL SER VICES 1715 Chester Ave., 3rd Floor Bakersfield. CA 93301 Voice (805) 326-3979 FAX (805) 326-0576 ¿7~~+ June 30, 2000 Approved by: Expiration Date: w-t-E S MERCY IIOSrUAL Bakenfield, California ,. '1: '~ ~ ñ; <6 , ~ ~ ... .. .. '- ... V) <{ r I Physlcl.n Perking 'I (eltllClonømlento de Medico! 1::- ....~' I~ ;idVi i:~ ~ (¡I 1~ ~ tJI ·__J~~:!L''''i:> MCAULÉ~ANOR ¡¡¡¡ i( ~~.~_l~,,:~.. ~~.r~I,~"g,F.a~..~r~':~ I I 18 Street tCe". 18th. '1- ,.. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ~I ... ... .................... . . .............. " I. .........., ... ... ... ...... II.. ... .... ...... ........ I. II 11.,1 II .... ... .... II II ...... ... ... ............... .................................................... II....... ...... II II.. II II II.. II.. II' ... II " .... ... ........ ... II' ...... .... II.. II I" ....... ....... ... II II II II .............. II ....... ... II' ... I" ... II II .... I" ... ...... .... ...... .... ............ . II... ..... ......... II' .... .... .... .... ...... ................ ........ ... ...... ........ ...... ... ... ................ ..... ... ....................... ..... ... .... .... .............. ..... ... ....... ... ......... ......... ........... ..... ................. ....... ........ ... .................. ... .... .................. ........ ... ........ .... ....... ............... ................ ....................... ........... .... ..... ........ ..... ..... ............ .... ....... ..... ........ ....... .... .... ..... ..... ................... ........... ...... ....... ........ ... ....... ................... ......... ...... ..... .............. ........ ............... ... ................ ............ ..... ....... ... .................... .............. ......... .... .............. ...... ... .................. ....... ...... .... ............. .... ........................... ....... ........ ... ..... ........... .......................... ..... ............. .... ... .... ...... ........... ............. ...... ..... ..... ...... ..... .......... .......................t.t................. t..... ..... .... ... :::::. ~·IERCY MEDICAL PLAZA !::::::::::: ..... ........... ............ ....................... ... ............. .... ...... .............................. ... ......... ..... ..... ... ...... ............... .... ... ......... .... ..... .... ... .... ... ....... ............................................................ . ................ ....... .... .... .... ..... ............... ...... ........ .... ........... ....... ......... ... ...... ...... .... ... .......... ..... ....... ...... .... ...... .... ..... ... .... ....... ....................... .........111. III .... ..... ...... ........... ....... ............ ... ..... .... ... ...... .... ... ..... ......... .................. ............ ...... .................. ....... ............... ......... ....... .... ... ....... ... ....... ...... ....................... ..... ... ... ......... ............ ...... :::::::::::::::::::::: 1:::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::: I::::::::::: ............................................................ . ............................................................ . ................................................... .......... .................. .......... ........ .... ........ ... ...... .... ........... ..... .......... ..... ..... ........ ....... .......... ....... ...... ....... .... ....... ... ...... ...... ............ ... ............... .......... ............... ... ...... ..... ....... ........... .... ..... ... ............ .... ...... ...... .......... ............................................................ . .. ............. ......... ........ .... .................... ...... '-- I-~.. --~ Lot "A" Lot A - I Mercy Medical Pllaza and pm/night Mercy en (not available for Mercy employee day pal Mercy employee parkIng - day shift ' Visitor parking/Mercy employee parking Visitor parking only Hercy employee parking Mercy employee parking day sill çt day sill ft tot 8 Lot C Lot D 9/82 tot f! Mercy HOlplt.' tot F ,/ ----------- -------~---- ----- " \ -~ - . i .' / RANDALL L. ABBOTT (' ( 2700 M Street, Suite 300 Agency Director Bakersfield, CA 93301 (8051861-3502 Telephone (805) 861-3636 Telecopier (8051861-3429 STEVE Mc CALLEY Director R E S 0 U R C E AG E N CY PERMIT TO CONSTRUCT UNDERGROUND STORAGE FACILITY PERMIT NUMBER 170001M FACILITY NAME/ADDRESS: Mercy Hospital 2215 Truxtun Ave. Bakersfield, CA 93301 OWNER(S) NAME/ADDRESS: Mercy Hospital 2215 Truxtun Ave. Bakersfield, CA 93301 32"1-337/ Phone No. (805) ::<'-',,~ ~ ': ::;' CONTRACTOR: McNabb Construction Co. 7808 Olcott Ave. Bakersfield, CA 93308 License # 474331 Phone No. (80S) 397-8118 NEW BUSINESS CHANGE OWNERSHIP RENEWAL X MODIFICATION ,OTHER PERMIT EXPIRES November 8, 1990 APPROVAL DATE Specialist APPROVED BY ................................. ........... ............................... POST ON PREMISES................. .... ....................................................... CONDITIONS AS FOLLOW: Standard Instructions 1. This permit applies only to the modification of an existing facility involving the extension of existing piping from where it was stubbed in Phase I; inside the building to the generators. 2. -All construction to be as per facility plans approved by this department and verified by inspection by Permitting Authority. 3. All ,equipment and materials in this construction must be installed in accordance with all manufacturers' specifications. 4. Permittee must contact Permitting Authority for on-site inspection(s) with 48-hour advance notice. 5. Backfill material for piping and tanks to be as per manufacturers' specifications. 6. Float vent valves are required on vent/vapor lines of underground tanks to prevent overfilling. 7. Construction inspection record card is included with permit given to Permittee. This card must be posted at job site prior to initial inspection. Permittee must contact Permitting Authority and arrange for each group of required inspections numbered as per instructions on card. Generally, inspections will be made of: a. Tank and backfill b. Piping system with secondary containment leak interception/raceway c. Overfill protection and leak detection/monitoring d. Any other inspection deemed necessary by Permitting Authority. ~ - :o,;~ :7.,.~. ~ . \ ~~ .-" /, Standard Instructions Permit No. 170001M 8. All underground metal connections (e.g. piping, fitting, fill pipes) to tank(s) must be electrically isolated and wrapped to a minimum 20 mil thickness with corrosion-preventive, gasoline-resistant tape or otherwise protected from corrosion. , ' 9. Primary and secondary containment of both tank(s) and underground piping must not be subject to physical or chemical deterioration due to the substance(s) stored in them. Documentation fram tank, piping, and seal manufacturers of compatibility with these substance(s) must be submitted to Permitting Authority prior to construction. 10. Spark testing (35,000 volts) required at site prior to installation of tank(s). Test(s) must be certified by the manufacturer and a copy of test certification supplied to the Permitting Authority. , 11. The vacuum gauge for each tank must have a secured access point for periodic leak monitoring and for vacuum system maintenance. 12. The following equipment and, materials must be identified by manufacturer and model prior to their installation: Tank liquid level gauge(s) Tank secondary containment automatic monitoring system(s) Sealer used to secure fill box(es) 13. No product shall be stored in tank(s) until approval is granted by the Permitting Authority. 14. Contractor must be certified by tank manufacturer for installation of fiberglass tank(s), or tank manufacturer's representative must be present at site during installation. 15. Liner shall be installed by a trained experience liner contractor and installation at site approved by the Permitting Authority. 16. Monitoring requirements for this facility will be described on final "Permit to Operate." 17. Monitoring wells on "Typical Drawings" are not allowed unless monitoring probes are installed and functioning. Construction must be in accordance with Hazardous Materials Management Program standards as per UT - 50. 18. Purgingjlnerting Conditions: a. Liquid shall be pumped from tank prior to purging such that less than 8 gallons of liquid remain in tank (CSH&SC 41700). b. Tank shall be purged through vent pipe discharging at least 10 feet above ground level (CSH&SC 41700). c. No emissions shall result in odors detectable at or beyond property line (Rule 419). d. Ve shall remain attached to tank until the inspector arrived to authorize removal. DATE:~ ACCEPTED BY: MD:ch driggs \ 170001M.ptc A. Emergency 24-Hour Contact (name, area code, phone): Days ·lW- A. Permit No. '1tion Date Ker~ County Health Departma' ;~.Divf.don of Environmental _ '1 1700,Flower Street, Bakersfiè!d, CA 93305 (805) 861-3636 APPLICATION FOR PERMIT TO OPERATE UNDERGROU HAZARDOUS SUBSTANCES STORAGE FACILITY check : Modification Of Facility [JExisting Facility " B. Water To Facility Provided By Soil Characteristics At Facility Basis For Soil Type and Groundwater Œ.-Ætß 'Depth to Groundwate~, "gsf + C. Contractor Address 0 Proposed Starting Date 3 Worker's Compensation Certi! terminations UM:) CA c?t.tract~' Zip ~~ Telephone ~~sed.co~letion Date 3/t -Vù Insurer o o o o ñ9- o o o ReS!ular Diesel D. If This Permit Is For' Modific~~on~ prop, osed ~ u~DE\) t.lA- Tank(s) Store (ch~ck all Tank' Waste Product E. -L o o o o o o o o o o o o ŒL 8 o Waste Oil o B o P. Chemical Composition Of Materials Stored (not Tank # Chemical S-tored (non·'commerc1al name) CAS /I 'ù )f3s~ ~ necessary for motor vehicle fuels) (if known) Chemical Previously Stored (if\different) ,()~ ... G. Transfer Of Ownership Date Of Transfer Previous Owner Previous Facility Name I, accept fully all obligations of Permit No. issued tc I understand that, the Permitting Authority may review anc modify or terminate the transfer of the Permit to Operate this underground storage facility upon receiving this completed form. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - en completed under penalty at 1rL~Jk perjury and to the best of TItle r3ck~ my knowledge is true D.te~ I I , , Signature r ~ ~ cil i ty Name IYlfifj ~ '4\L . Permit 1». 17(JJ)15 , T ! --1- (FILL OUT êEPARATE ~ FOR ~æ TANK) FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES -- - 1. Tank is: DVaulted ONon-Vaulted ~uble-Wal'l o single-Wal 1 2. Tank Matetial ~ DCarbon Steel 0 Stainless Steel 0 Polyvinyl Chloride Fiberglass-Clad Steel o Fiberglass-Reinforc~ Plastic 0 Concrete 0 AI. uninum Bronze DUnknown o Other' (describe) , 3. primarx Containment IBte 'Installed 'I'hiCkn~SS (Inches) Capa¡;ity (Gallons) " ß J. __ If 0 I otO 4. Tan Secon ary ~ntainm nt . Double-Wall 0 Synthetic Liner DLined Vault DNone OUnkno\oJn Other (describe): Manufacturer: o Ma-terial ' Thickness (Inches) " :'ca.pacity (Gals.) ....: ~ s. ,!,.adR~~~io~~~~~g OE¡:oxy DFhenolic DGla~s. DClay;;f~ined Dt};¡kn~\oJn " , DOther (describe): :,';,:"- ¡",<,;,~J;'ii:,' , 6. Tank Corrosion P 0 ectlon ~Galvanized. F rg ass-CladDB>lyethylene Wrap, Dvi.nyl Wrappin; DTar or Aspha t· D!nown DNone OOther (describe) :¡~fJ~;~;';' , Cathodic ~rotectlon: None []Impressed CUrrent System [J~srificlal Anode System Descrll::e System &quipnent: ' ··-':"l,f'';: 7. Leak Detection, Monitoring, and Interception' . ,:. a. Tank: DVisual (vaulted tanks only) DGrourrlwater Monitoring Welles) o Vadose Zone Monitoring WeIl(s) 0 U..JI'ube Without Liner o U~Tube with Canp?t,ible Liner Directi~ Flow to Monitorirg Well(s) * , q, Vapor ~tector*~Liquid Level SensOr q Conductivit¥ S~fJ9.Q_r* II It£;{- ~ ~ressure Sensor in Annular Space of Double Wall Tank ~ ~ _ .Liquid Retrieval & Inspection Fran U-Tube, Monitorirq Well or Annular Spac;e Daily.Gauging & Inventory Reconciliation ;1periodic Tightness Testing o None 0 Unknown 0 Other b. Pip~n;: DFlow-Restricting Leak Detector(s) for pressurized Piping'lf lJ3..Moni torirY:J Sump wi th Raceway 0 Sealed Concrete Raceway o Half-Cut Ccxnpatible Pipe Raceway 0 Synthetic Liner Raceway 0 None [] Unknown [] Other ,*Describe Make & Model: 8. ~nk~ighin~s Be 5 15 a , en Tightness Tested? Date of Last Tightness Test Test Name 9. Tank Repair Tãñk Repaired? DYes ftiNo Dunknown , Date (5) of Repair(s) Describe Repairs 10. OVer~ill Protection. - ba9perator Fills, CO~OlS' & Visually Monitors Level DTape Float Gauge loat Vent Valves 0 Auto Shut- Off Controls DCàpacitance'Sensor Sealed Fill Box DNone DUnkno\oJn ' DOthe;:: " . . Li t. Make ~l For rAbo:.::: .Device . KI ~ ' I Ö, . c ~ -\.)ö)(.. (' N~ 'f J" 11. Pip111C.l J.lu p;¡ (,*,/~\ a. Underground PipirY:J: ~es DNo DUn~fwn Material rh~/. ' Thickness (inclt~s). Dlam7ter ~~anufacturer --A:, 01 "- [Jpressure DQêuctlon (JGravlty Approximate Length ~Pipe Run 3ð b. Underground Piping Corrosion Protection: :. OGalvanized []Fiberglass-èllad O~pressed Current '[]SacrÙlcial Anode OOPOlyethy!e Wrap DElectrical Isolation 'DVinyl Wrap OTar or Asphalt Unkno\oJn None DOther (describe): c. U~er~round iplng, Secondary Containment: - uble-Wall OSynthetic fJ,ner Syste~ OUn~o I r . Other (describe): ~c..: {If'X£9/kSS.... ,í~ ( 1;jlbA;~);I2t2 " Ma~er .' I' I DYes ONe Œílmkno\oJn Results of Test '~sting Canpany I I /:1- t( ø K(uJ #f/-/tJOô-eD! ~,jtK61i~ I 41(-~3ö5eCAp<¡L~ : I /J-L1 ø~é-&u~ ,~~~, I ': ~ . i ! 1 I I I I I ~}~~~~¿,~v~ , //;)..I( P 9u~~ wi ~ rT-rL?Ap ~e: " , , c? t( ;F-1f15 -csDl , ~ }:(~ v~,~ :¿~ ¢$Letl'~5ktb "t~Afß-aol qw ,< &AiJ AL -,-rti::é., . ' , ~QAp . i ~( /) I~ ! I I ~." i., -, · (, R E C E I P T .-~ .,' PAGE 1 ----------------------------'------------.---.------------- --- I 07/31/90 Tnvoice Nbr_1 37701 I 11:17 am KERN COUNTY PLANNING & DEVELOPMENT I ~ 2700 ~MT Str~et I Bakersfield. CA 93301 Type of Order ~ I I (80S) 861-2615 I 1______-----------------------------------------------_________1 I I I CASH REGISTER MC NABS CONSTRUCTION I I I I I I I 1______-----------------------------------------------_________________~______I ¡Customer P.O.# I ,Wtn By IOrder Date I Ship Date I Via I Terms I H0731905 I RAR I 07/31/90 I 07/31/90 I DD I ,NT I 1______---______1________1___________1___________1___-____________1___________1 Line Description Qua"tity Price Unit Disc Total 1 MODIFICATION OF FACILITY (PER HOUR) 1 50.00 E 50.00 170H 2 MODIFICATION OF FACILITY 170H (PER H OU R) 6 50.00 E 300.00 Order Total 350.00 Amount Due 350.00 Payment Made By Check 350.00 THANK YOU~ 'AN"::"..~~__ () '(J .;ç-;"JI.......~.-...,.¡.....- ~~........-. . J. . . . ~ ' .' --, ': . ~ ·:·~i;:' :j~:~:.;. , '. ...: ,t:.~...~ -.."¡ '" <- '¡f' ....\ -".'. '. ..~ -~::':';i~t~;~:, .. .. : - . - .; ~. '" . . . ..'t" ,.~'.... ~. _ '_ , "'.' ". '.. ", . .~< . -,.:," -~-------~~--~----~-~--_:~~-=-~~~_:_:_~-------~---~---~__:__~:~L_itùrË~~~~~~î I 07/31/90 ' 'If''lvoioe,Nbr ~'::,èŒ;51J~;{377PJ',>'f 'I 11: 17 am KERN COUNTY PLANNING & DEVELOPMENT,.,.' ,",~ ,·..:··..i:<~' ~:,:.:::,:r::::::;;l 2700 tM1 Street . . . . CASH REGISTER MC NABS CONSTRUCTION " I 1_____________________________________________________________________________1 ¡ ICustomer P.O.# I Wtn By IOrder Date I Ship Date I Via I Terms I tH073190S I RAR I 07/31/90 I 07/31/90 IDD, , " ,:1 ,NT '. .1 I I I ' ;"J: '" I' ,'.., "1' ,:...'" .. ".. .'.' 'I:' -~------------- ________ ___:;;.;;..:~~.l.____ ____._______- .________~__.___~_ _"':"_'::'___'.~,:.:'::'~':"". Line Desoription ~:,(~{~' ,Quantity Price Unit Diso .:.~..:Tota' 1 MODIFICATION OF FACIL:ITY (PER HOUR) '1 50.00 E -";:50.00 r70H 2 MODIFICATION OF FACILITY 170H (PER HOUR) 5 50.00 E 300.00 Order Tota' 350.00 Amount Due 350.00 Payment Made By Check 350.00 THANK YOU: , .. ,>;.... :,;.- - . . . \ ~~---- ~ J" ./" J-'--' 'I: I¡l III I" n-J I'·': Ii e . -., '. r .( . ;, , tile-9,C\' 't..\r - . ~ '---'_'- -'C'-'"'' _~, A- ;"r~~''''~--~:';2;~:--'~--''-~':~;:' I ,~ \ \ '^-1J...J '~ 0.. ~~ \1J T \,.. -~" T ___I "':~_:".:.____:_u:,i...... ~,~-_.,._~' .~~=~~-~.~~-~~ .,._.... _____., ,.o~, -hðAo-vt'"-~tD " ",;).::,,~,:;,:..:::5.~\: ~ ,,' ,.-_.:lïì,<d-'J',_~(,t, ',;¡,f2".'-." .,' "~'Ù :;-,' _____.____.. ,...._..~~,_~,Q ~~~l ,'" .~~-,<~:~, Y)--. 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II .. . {.. ., " ~~_\l,t1C\-II-_=ÐÅ~\~-:R:iG-'-~ç-6-~\~-~=~===., .., ------------ ~r---,-- ~~ ,}~~~---,----~ ,_u0\.\\___~y~-_\j~ . , ,______~_' ----~\~'Q_\_ycso-~f~I-(:. ~ \ffi1'«(J,.'('(ê I , . , ,=--=-,~i'-:~~--~-~~:~~"'·· ',' ___~:.::_ ¡...Lh_~ Ln'_._'....,~., n___n___---:~__~_ '~qql~--~~ ~~,.",."',,,. ,-,-.-.-,----u--1i ,~ _~H'~___'___~ '., .._______ ..--=-=-r.I~=--C~--=·=·~···,·,·-===~=~-~·~-------=-~=~: t Y'\ Of6-\Q~Gf'ý\'D . . . I.' ~Lw W\\\ __ ðo ~ ~~\., _.. , ¡" \'<\~-m.\\ò-\\~' ~\j\~q ~~\.~ I,i f\Q~ ~p -t C~ O~\-\1\ ' fí! I, ~~ ~ It: ... \ ¡ii ~\ I Ii . · .. ,.., I" ~ "I:' , . ~ · W>[qq - rote... iV\-e-CO{\'\io.dö \\C~~"2f, Ll' I!! ~~ ~ QJt~ <SY"\ \ol~\\"1,C\ ; ! [¡: ~> r \. ( . " ; .'""'~ ~'20~~~ ~ ~....-'. ~ ill ,~ --~-V' II I II ~'-l~~, Illi ! i !¡1 'Ii ij . i -- - - -_.. --- ._,--~-"- .- - ."- -. - . . .-_.-- ~V)~ \ '1)1-./,.'" u..' ¡. '.1 .( Ò' ' ..;;- ,'_ -----~tQ¡QÅ¿y _~ _m __m_n___-_~~ ___ " '" '-- -:::M~-;~ .' '~~Y'i\e.Q)~tU~jðL~t--- -- ~~?D _'OO'Þ -- "'·'___nn_ ----- '~:=\T - - ---~\'Amütb-?::;-- ~~-~. .' .' -ltC0'L~-,--[ !?Q~~-'- '1 -, . - - '¥~~ ' .., , , ~ ',., ~~~Q)L -- --- ----iT-~ ~~--- -- ," --------~---~-'----. -----t'il _G~_~~~ ì , , , --.-.-1'---------- i----, . ,-----,-------,--,-,.---00---..-- -- ,.. ,---.---,--,--- í \,-1 'TÏ." __~ '?:cô --- ,--_.,. .. - ..~ -, --.-. ,..,...--- --...-,.., -..- ,-, ----..-.-.,.. -_.._-,- ---- ..,..,.,--", -..---------.. , , ; , n ~ · ,:v~~~" ~~ L__ ----_.- ---. ---~,---...~--- ~ ¡; ''-,..IJ:¡~ ~ -.- - '. ,," u. --=---- -cum-on -- IbfLC<¿q· ~ \ ~ '\-ð ~\'<\.O)----- - ....k Q.f)OtOJ~. ,..'" ~~,,~~~.-\~~ I" ' \t \\ ' _, .,.. __ _ _,~__:"'~~ w'oR.. __YJ2:D~ YY\.~ "7"---'--'-------'- , ii, I, " Ii! ,-- ,....-+~, I', ! - --.------- --~----_._-,-,-_._---+------ ~- ---- ..- -~.--"._- - -- -------------.--- , , . - - -- -- - - . - GARY J. WICKS Agency Director (805) 861·3502 STEVE McCALLEY Director (a( _. I -."~' .' r. ..:,·~r~:,l.. 2700 M Street. Suite 300 Bakerllleld. CA 93301 Telephone (80S) 861-3638 Telecopler (805) ,861-3429 DEPART AGENCY RESOURCE ~ January 4, 1990 ,J { BFGC Architects Planners Inc. 31 South Real Road Bakersfield, CA 93309 Attn: Bob Payne Gentlemen: This Department has received and reviewed the electrical upgrade plans (tank abandonment and pipe installation) for Mercy Hospital, located at 2215 Truxtun Ave., Bakersfield, California. Upon resubmitting the plans to abandon tanks and install piping, the following additional information must also be included. 1. Completed application forms for the abandonment and construction (installation) 2. The tank abandonment plot plan must include: a. Piping location b. Sampling location c. All other pertinent information as stated on application form. 3. The construction plot plan for the electrical upgrade phase must include: a. Top view of tank installation with piping raceway (to generator and day tank). Note: include previously installed piping and vent lines. b. Location of the leak alert system. ~ [ Specific information on materials to be installed. Clarify which product piping will be the hard temper seamless copper as stated page 2, Section 15450 of the Project Manual as above ground or underground. le( BFGC ArchHects Planners Inc. January 4, 1990 Page 2 (.'., ';. ,. The permits will be issued after all plans and applications are ~ubmitted, reviewed and approved by this Department. However, the permit to construct will not be issued until the tank abandonment is complete and all information is reviewed. Please feel free to contact me at (805) 861-3636, if you should have any questions. TC:cd Enclosures crumpler\bfgc.Iet '" Sincerely, ~ e'~U\,Y.t\\S Turonda R. Crumpler, R.E.H.S. Hazardous Materials Specialist Hazardous Materials Management Program (-' ('. November 13, 1989 ~,'~ ~ ......;..., COoo.I :::::::.. c--..¡;';~ ::::... c.:....:;:) ~ ?:.:~ '-'. County of Kern Department of Environmental Health Services 2700 'M' Street, Suite 300 Bakersfield, CA 93301 Attn: Taronda Crumpler Subject: Mercy Hospital - Bakersfield Electrical Upgrades Architect's Project No: 88-l8lR Dear Ms. Crumpler; Enclosed, is the following for the above referenced project: ~l~e& ~~: 'Q-V'- ~~ ~ lC. ~C\ D. Ÿ, (2,.4 ~ Two (2) sets of Plans and Specifications Application to Abandon (fuel storage tank removal) Application to Construct (fuel oil piping) ,One (1) copy of a soils report prepared by BSK & Associates Please review the above information and notify us at your earliest convenience if any other action is required by us or the owner. The project is currently being reviewed by the Office of Statewide Health Planning & Development, the State Fire Marshal's Office, and thecKern County Air Pollution Control District. Upon completion of their review, the project will be let out for bid, and upon award of the contract, the successful bidder will contact your office to provide you with their qualifications. Thank you for your time and consideration in these matters. s¡;::; ¿) Robert pa~e~~ cc: Pat Jacobs, Mercy Hospital Jimmie Nord, Mercy Hospital MC8181GA.L08 kc H~~"~-- .wq l 0 0 ~lC?t bfgc architects planners inc p.O. box 9698 bakersfield california 93389·9698 31 south real road 93309 fax: 805 832 0243 805 832 8122 "Í -~ , / ;),~' , 4-( ~~ ( , ~~ ,(~ ' \ 7.\~ \ '9, C\ \ Y\e<-L"-' /0)\IY\~-\- __O>L(D'2J çH)__ ---.,--- ..,. -----.-- - ---.---Ót~ .. ~~~l!1QT , --I ~clli:~~----~~0?' -(çSOO_Wb~;~~a~~(í 7')--~¡y~~D'{\.~~~-'-~ì,.-...":::-~A\~ ;;" _ ,.;" _~~,'c:) '. '. _L_4>_~Y::::..,L-=>" ~~.~~-~~~,.U,,-.:1D._~ :;~-,;,_ ----~_:_--{?cJ _~C,¿~, ,_,__.' .. 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'- ~V\Cß0~- ~\\.(:f\\-\~ ,...~3ó(J¿ c4 ,~\'Q\Y\~ ' /" ' · \JC2. \"'~ v\-Q~W L CT () ~) "---\v\e~ ' C'\c.\'( \1'\(' ~>--ì,," >--'{'e\ ,~~,\\,Ç..f\(\.-.. i.A---G.. \!\.0, \ V\~'\ \'\r\~-\:(, cI'v''--- , ~ ' .__. ---". - ---. _._--~._._-- - . - - - --- -- - -t ~' -- , - '" '. - [' r- J ." . - (' (~' " L -~';""~" Ð\\~O ,-,-,f'riRte, ' 'cu~(f'0 ìU , ~ _ , (j_ 1\'\_ _ '~~~" ~ ""' '.' , d". ____.....-__,___'_1_, ___,_ ,__.., ",~.e~:>v O~'-^-.::iUU ,.. 2 ~" ,--~,- "~~\\\ ~Y\ ~ ,~,-~-~~~.'" ,,-=- I: , ,~~;~~~~1F~~~~~~~\~q-~?~!'~~,~~ "---~i~~'=-= ,~¿~ ',":(2 "--r.: J'I-/J'IY;¡ ß'}..{'-'- ;;ifi:::-; ,':ifj¡f/¡Ç)"î; ,. , , t!' -c:-----.,. . ._~ ~..-',--i. . ;+--,,_ ."', ,¿~.~ ~ ).,,'}t¡.;,~ ".i.:~:"~, ' - . - - ~--~_._-'----",_. -.- -- ZJ q:? !2 --~ -....-...... --- . ..... ,,,-4 - {\Jck~·~ fj\j~M- iD ~b~ +.eo\- ,'CO 0 ..'~~L--~-=~-:~--~-~ --,---~ ..--..... " . _....._u._____ _ .....---~-~- -----" ---..---. ,- ~ .-~-_.__.__..- --.~.......- --- --.--.- " Permits # Facility Name (e 7/X~~,/I"<£'~I?'L (. Inspector Date £~ .2~/ /~ a; 1~"~ (¡ ;t.. ',I.' I' I PINAL INSPECTION CIŒCKLIST :J -:: P;¡ I , :s 5 iJ b fIJ 1M{> /). == Wells (iJi,uit) t 0/fJ/ / 1 I I I I 1 ()~i3¿¡¡ w¡q/;;í14 "1 I I I I I I I I I I I -I _ I I , J .fRrP¡).t1 f, P /t t:J. ' ./. o f>i'1.,; R~i¡}ll,l\J . ¿- PJ f1 t S I/J IV¡ P N ')J}~tJ'ïi ""' Plot Diagra. Plot pI an notes 77tH../k) ./1I'JtJ-Jt!J? £ jJ 7Þ . -5'/ ¡:¡ /~ ¿ltvOÞ¡ê. 1/J1'/)< 1. All new and existing tanks located on plot plan? Yes No Igl '-I I~ I_I I_I ill 2. Does tank product correspond to product labels on plot plan? 3. Was there no .odifications identified which were not depicted on the plot plans? If "No" described 4. Arellonitoring wells secure and free of water and product in sump? 5. Is pipIng system pressure, c:;;,ct1~or gravity? I~ {~I 1 _,,1o/i-i I '.,.. '. - 6. Are Red Jacket subpullps and all Une lea det.:tor· accessible? Type of line leak detector if any 7. Overfill containllent box as specified on J )plication? If "No", what type and .odel number: Yes No 1:1 iJ4:, !Xl- I_I a) Is till box tightly sealed around fill tube? I!J CI b) Is access over water tight? I~ I_I c) 18 product present in fill box? I~ ~ 8. Identity type of lIonitoring: t2:-t9r-A,¿/é¡Zr ¿j~¡b I~~S" I ~:v :s;~~ ) . / ~ 7:9¿A./k ~/V'/v¿¿¿a S- / / ' . . a) Are manual monitoring instruments, product and water finding paste on preaises? b) Is the fluid level in Owens-Corning liquid level .onitoring reservoir and alar. panel in proper operating condition? c) o Does the annular space or secondary containment liner leak detection system have self diagnostic capabilities? If "Yes", is it functional If "No", how is it tested tor proper operating condition? ~ LI 1:1 ,Ulrl:1 ~I I_I IlJ I_I 9. Notes on any abnormal conditions: /~~~ <~A~~5' ~~5~~/ .- ~ /7'/1../ ~-</¡f)2/?/ZfJ/:? Erl"çp~#~/¿r;/ £/¿;-/T;?>r7 ~A-/$P-"9/~.. /' / S /;; > ;;;, -;"/jf"'1I1f«/'/ A-.! ~;tL.ç ~ ~ -.-/~.- .:;; . . _.. "'" ------ _"."U' _ _ _.. /þ " ,¡; Facility Facility (e_ ,r-..\J~ q,-=ø~, . . - . ... - .- - - - - --- - -~_. Permit Application Checklist Name ~~Q. Address 22.\CJ :ì' UJ'l:~l /'I, ~V\J.J..J). Application Category: ~tandard Design -- (Secondary'Containment) > Approved' \~-~~ \'2.--ç -<bé\ \1 /cÇ~q \'2 ~~ \ 2- -c::;- ~ q \ '2...---~C1 Motor Vehicle Fuel Exemption Desicn . ;J (Non-Secondary Contalnment) ~'.Þ vPermit Application Form Properly Completed Deficiencies: - \ClÙ<::'\~<s"þ..W\ lCA~n"-)' 3 Copies of ~ plan Depicting: property llnes ~ Area encompassed by -m{nimum 100 foot rad i'us around tank (s) and piping ~ ' by a number and product to be stored J\deq te scale (minimum 1"-1f> I A" in detail) UO.n North arrow ~ ~ \J All structures~ithin 50 foot radius of tank(s) and piping Locat~ndlabeling or all product piping and dispenser islands ~~~ ~. . Environment 1 sensitivit data including: *Depth to first groundwater at site *Any domestic or agricultural water well within 100 feet of tank(s) and piping *Any surface water in unlined conveyance within 100 feet of tank(s) and piping *All utility lines within 25 feet of tank(s) and piping (telephone, electrical, water, sewage, gas, leach lines, seepage pits, drainage systems) *Asterisked items: appropriate documentation if permittee seeks a motor vehicle fuel exemptlon from secondary containment Comments: .....' . ~- - '-~. .., ~ .-. -, ^pproved I[,A C- (--e " 3 Copies of Construction Drawings Depicting: Side view of Tank Installation with Backfill, Raceway(s), Secondary Containment and/or Leak Monitoring System in Place Q(GUj \~ ~--P',' . , ~ Top Vie~ of Tank Installation with Raceway(s), Secondary Containment and/or Leak Monitoring System in place ~ ~,~L ~g.;%~~ dm'ð"",,^~6r A Materials List (indicating those use e construction): - Backfill ---- PTank (s) ¡,.)-product.. Plplng. _, VRaceway (s) Sealer(s) - I ¡,Secondary Containment _~Q...^' rsYì/ íJLv1 I Leak Detector (s) ~verfill Protection ~\~ ~as or Vapor Detector(s) L£11íñ p ( s ) lMOni tor ing Well (s) Additional: Documentation of Product Performance Additional Comments Y\..C> QÅDQ) .l'JO M!.xi ~ ðY'\ ~~.\{~ ~O/1A..f) ~~~~ ~~~~~~/V'-d ~CAWc01 ~Q*,.o,~1 Reviewed BY~\ k~cJ>{Á~^ · Date _ Approved Disapproved SITE INSPECTION: ---CÕmments: Inspector Date " --..;--~ ~~ .1~ .,....--..Þ- ~' ..~ -,.- ,- . -. ... ~ .. --.......--..-...- ". -_.--~_. ~--_. e +o"~ e .--' ,. ""'-' ..' ,~~)? ~--- v"" . ._l~.~_ : .:'-1 - ,.... , " . j ~.. ~. ~ -.~ ~.. .........- ., ---~-.-......, .-+.-.-........,.......... '......._.~..-.............. -_:..~...- .-..--....-.....-.. ~....,.............;.:-...-.>!""~ ..-.,", ."....._---~. ~._. -..--.-.-.. _1~ (It (e ~ Facility Name I Permit Application Checklist ~~~~ . \\C6~ ~V1-~ ~1:2 \ Cj '"\ QUo).. -\tl n ~~Y)u..'¿ , , Facility Address Applicatio~ategory: -L Standard Design , (Secondary Containment) ". .." " . /-.' '.,. Motor Vehicle Fuel Exemption Deslgn (Non-Secondary Containment) " .;' "::..-...: ,APprO~dj" ~., '~~ Permit Application ,\ Deficiencies: , ' ? ~.D ~\ ~:~ '7 3 " " J disp~e~ . .. data incluòing: ~\ groundwater at si te ~à\.('{l D<" ú.Q~\\(A\tvY\. *Any domestic or agricultural water well within 100 feet of tank(s) and piping *Any surface water in unlined conveyance within 100 feet of tank(s) and piping *All utility lines within 25 feet of tank(s) and piping (telephone, electrical, water, sewage, gas, leach lihes, seepage pits, drainage systems) *Asterisked items: appropriate documentation if pe~mittee seeks a motor vehicle fuel exemptlon from secondary containment ~ ~ . ~ omments: ~-~;3 -c-~ L.¿'-t.~~. Þs-;œ ~ ~~~ ~ (e (e ~' Approved .. 3 Copies of Construction Drawings Depicting: eL'- .', Side View of' Tank Installation wIth Backfill,' Raêe\.¡aYts)', Secondary Containment and/or Leak Monitoring System in Place Q~~~~~ ~~ ' ~ Top ~~~~vf Tank Installatlo~l~S), Sec9,ndary \~ Containment and/or 'Leak Monitoring .System ~~ PlaceJlLDA:v.t.N\Ð\_ (Q,'* ~ ~~~~l;J~g~~;;~~~~;,~ N" A MBaactekrfl~allls Lis~t (indi~cating~thOS~ used in thè' cons~'r-ücti6n) : ',: ~1.\,q~,. - ~ -:;¡l~~c, i~~~~~~~~(:~Ping _~ ~ ~ ~ C~Y( ~~~~:,' ~M.kD~ tlA.~ . ".'. " . . ~.. Sealer(s) '.,' Secondar, Contai~~ent, -:SC::::o('~'Þ:~~ ~ ._.~\o~;~\.~,; .' ~ ' ,. ".. "'.",.,0,__'.",'.",,,..',...,' ~ ea Detector(s) ,," ~' . . ''':'''-,0 ....;:.......::~: .::....... : .....~,{,. ;~ .... .... .~:-f" /'--:...'.. . , : ",,-r-."-" ~overfi~c:\\\1~~;on "\?-!L fu'{ , -,-(Yoxi'a Û ~C Gas or Vapor etector (s) '" ,-.'- "---.. " I~. ' " ........ .... Sump(s) """- "- "- ........ ÜA r.. \p../"v"'-CJ\ ) ~. .... ~. - . Monitoring Well(s) ,,, Additional: ,.... DocumentatIon of Product Performance ~dditi~al co~s' ~ " ,~-\~8- ~~~$J3~~ó ....':' /... Reviewed By ~~,.. ::<,.JJv'UýY~,Q^ Date " SITE INSPECTION: -COmments: Approved Disapproved Inspector Date ~- , e'- ~~_~_u_ "ìì ~~' Ò . r·, [)' .' ~'::> , 1- &>r~~~þ~ ":ì) r _01\ - -~ ,',' ' ~~~c ( ",^- --..-,".' ' ," '" ' ,,'~~~' ~' . "'.e,C, ~C!Y'~' . ~ ~ ~~2á' '. ' '.,., ,', 'C':'" ....:, 'I. "t '~' , ,-~~o, ~ ~""~"~J" ..',,"t,'...,: .." ,. ' " ," ..j,. ...' ,,' '., ' J~~ ,-."," ..' " ' '0 ~ 2M:_<'~~c:': '<~';"¿ .. ".;~f.D· " .." ...1 '" /~ ~ C~~) '-. ," ~ ';J,. .c"~ ~;Q~~~~,a0';;t.:_.., . ..;=-- AJ~ ' j' ~,' r::J .' "'" ~ " ' 't =1 -M' .... ~ ~ ,," ~~ '1 , . _~ ~ ...{D( ~ c::.ó¥l~~ --<:\2\~\.0:.E>(" L.. ~ ~ -tteíìch~* ~r t/'f0-~ 1- ,,~ 4e>v=J- ~ ~ "j ~~P>~ þ ~ ..4 . M ,~...-:ø.~'t1o''''~¥~~ II" T. _" G /~ ..~-. - /-- .~ :::"\, --" ',./' "\ - r~'· , t ,!': - ~ ,¡ \.. :'.:'~ I.._~\.' i ¿'. ' , , ',J \,'\ ", " ' " ..' \',' , ( 'i ",,' \ ¡ ,.- t.. ' I. " ," ",.. .. L '~'1 ",' __', y-'''' I ~;~. '" ~ Facility: EQUirment Req'd _._ A. ''''''_ . ~~G~'l~\) to e lnsta e: ' Tank (s), 1-~ --ft. of ' " Dsuction ft. of raceway Approved .Y "1"'" (~. ce ~0tor Vehicle Fuels Compliance Check CT \1 Dpressurized piping 7 . ;;:,Eligibi);1i,ty..:forMotor, yehicle' Fuels Exemption Comment: - .~:::...::.....~--"':.::.:::;, .....:~_.<:~ ...~~'-..". ....;_ ....:.~:-:.:..-.:._:~~>.::.......~........._._, . '_"_ .._._., "'__,w"'-', "_':_'_':':';~~ "!\ddi t tonal: "~''''''';':;:,'''':. ...-"'.;.... . -"~~-:. . .'''-!....;'!~.:...:..-;~:.:.:; ..-.~-:::..:....... .-. - -... . "'-'-"',." .......~....;,:.;.,;;.¡..:.:...~~.....,......-., -.,.... ~...<....-_. ~ -.....,... " ~,~:=~:,.I~J.?.:;~~~~n__: .~,..__..__.. '. .. ~,>....~,._....~-_........~,-. ".':.,'primary Containment, .-" ." >,h',_". ~'",~. DFibèrglåss''''(FRP\ "..;.; ;'i:.h.Make & Model ..----- , ,.."..:7'.'::;-:I.:'~;;;lFib;~rg.lass-clad stee,.l "Make & Model ~CO\ \\>\a."f-<,-\pe.J OUncbated steel . ." :'C" ";: " Make & Model . -'OOt-her",' Type Make & Model Approved, by nationally-recognized testing agency - .r- ... .,.t " .- " .. Compatible with product to be stored Comment': " "~,' ó\J.{) ~ß Q ~ 0 ..- <''"--. . . . .. '. -_. . --~...~~ --. . Additional: Inspection: ~rimary Co~tainment of Piping ~ ~iberglass piping ( E]Coated steel piping e DUncoa ted stee 1 pi pi ng DOther Comment: Additional: Inspection: 1/ Size & Make 1- Si ze & Make Size &. Make "~ .~~~0'9 Y'-QO&G~t~ .' cormrosion Prote.ction ^ C\_ _ _# ank(s), ,\,\."Ge.A~~ ' ' Piping & fittings ~~ '.. DElectrical "isolation 'Comment: -'.. -... " -,~...;..--~ Additional: . Inspection: ,~. ~... ....~~;-r--._._____._ ." - ... .'.. "_'~.-..'..:r.".'~-":::'-.-- ~'_.'~"-- _..___...._.,._ ---_...._~.. -.--. ...~.,--.~ ..- .. "....-'" .... ,~, ..', .:, ,~,'~".. ,......:.....". Complete Monitoring System .._. ' ,,__,,_,_, . ,......';;<.... '".._~,_..,,,..,..,.,U-Tube{s)' ~".. .'---'",..~,.,..~." '-..-1'...-...., ..~~~~::, ...._,_.,..;..T~~.,..,~,..-:->vaul t (.s) ,:. . M'ònitoring Sump(s) Racew~y(s~ ' ~L:SLD'~ r~~ \ ~~~ Other MonItorIng ,;.., ';'''; _ ',_'~ ~-::~~;:~i:~~~_!.:.;-:,:::::..;;:"LI''¡f~ Pressure-red uc ing , 1 ine leak detector (,s) :: ,,1.:';''1 Manual inspection & 'sampling ,C'; .';.:~" Thermal conductivity sensor(s)' . Inspection: 't'õ. ~ . Req'd Approved ,. _ -. _ ._'~ .......!I"'...........""'" ''V''''''_' ,,~~...... ., ' . ..:; -'1':··w~_·\·· "~. ~ e ( .. Manufacturer-Appro e Type kfill for Tanks & Piping Comment: Inspection: Tan'k (s) Located Comments: Additional: ,I nspection: No Cl;>ser Than II) Feet to Building (s) ~, . .....~........ ,,- ',. 1)-tube (s) .,- 4" sched úle 40 PVC pipe or larger Horizontal & vertical sections half-slotted .028" Sloped a minimum 1/9 " per foot to monitoring well-eñd of tube Minimum 2 foot deep monitoring sump QOO angle from horizontal to grade for high slde of tube Low end of tube has a tee sectlon to other vertlcal & sump Sump bottom sealed leak-proof U-tube(s) centered under tank(s) Minimum I foot backfill between U-tube(s) and tank(s) Approved backfill for U-tube(s) Compatible liner to direct leaks from any portion of tank(s) to monitoring wel1(s) thru U-tube(s) Liner extends 6" beyond all outside dimension(s) of tank (s) Vapor detector will monitor the U-tube(s) Comments: Additional: Inspection: Vaul t (s), Pan (s), or Trough (s) Compatible synthetic membrane liners or concrete sealed with product-compattble'··'sealer '''sealer Sloped a minimum l/~"per" foot'to monitoring well .? , ~-.. or., Req'd, Approved -i ~'e, (' (. Vault(s), pan(s) ,or trough(s) centered under tank(s) where it can intercept leaks from anywhere on tank(s) or piping Low end(s) terminate at collection/monitoring sump(s) or we11(s) a minimum of two feet deep Comments: Additional: Inspection: Monitoring Sump(s) Adequate volume Water~tight lockable caps on top Adequate number arid/or location for facility Adequate access for monitoring product-tight interface with raceway(s} sealer Comments: Additional: Inspe<..Lion: Raceway( s} Sloped a min~imum 1/9" per foot to monitoring well(s) or sump(s) _ Raceway mate al fairly product resistant Product-tight at all joint(s) or interfaces with sumps or other equipment ~dequate volume for dlrecting leak(s) product-tight seal (if concrete rac~way) Comments: Adòitional: 'I nspection: Monitoring Requirements Adòitional Comments Additional Inspection . .3 KERN COUNTY HEALTH DEPAR~NT ENVIRONMENTAL HEALTH 0 F--.ON HAZARDOUS SUBSTANCES S! ~lON I ('e ,~¡oo;.'!!'~1'~jOO BAKERSFIELD. CA 93300 PHONE (805) 861-3636 INSPECTION RECORD POST CARD AT JOBSITE MERCY HOSPITAL FACILITY ADDRESS CITY PHONE NO. MERCY HOSPITAL , OWNER ADDRESS CITY' INSTRUCTIONS: Please call for an inspector only when each group of inspections wi th the same number are ready. .They will run in consecutive order beginning wi th number~, 1. DO NOT cover work for any numbered group until all i teas in that group:;, a,re signed off by the Permitting Authority. Following :~~hese instrutions w111 reduce the number of required inspection visits ,and the~~~ore pre v en t ass e s s. e n t ,of *"a ~ d i t ion a 1 fee s .h"·<f·'~;·'~~~~;?#,.,:",f,.'.,;,c.','.;:.~.:;,:",,'~,",....',;,',',/: i; ~~r.'. '';<,*,~i'' : '~ ··;~'-i. INSPECTION Backfill of Tank s S ark Test Certification Cathodic Protection of Tank s Pressure test - Tank + UL number of tanks INSPECTOR ,( \~ OVERFILL PROTECTION. LEAK DETECTION - 3 3 3 3 Vent Valves 4 4 - FINAL - Ca s & Locks * CONTRACTOR Kern Counstruction CONTACT l)\~~'f LICENSE # 151220 PH # (805) "3'n-9494-~~-L'C6.q. " to from date re remarks bfgc architects planners inc. bakersfield (-e (-" e ransmittal COUNTY OF KERN DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES 2700 "M" Street, Suite 300 Bakersfield, CA 93301 Attention: Tronda Crumpler Bruce M. Biggar November 14,. 1989 Mercy Hospital - 16th Street Improvements Architect's Project No. 88-181D Transmitting, herewith, two (2) copies of revised drawing A-3.00 of the referenced project. The drawing has been revised to add a concrete pad and hold-down straps for the underground storage tanks. san luis obiSpo X copies .. .. .. ,file owner , , , , , ,contractor , ' , , inspector , , , other via ",' united parcel , .. .. .. ' mail , ,X; , , messenger greyhound , .. fax p.o. box 9698 bakersfield california 93389-9698 31 south real road 93309 fax: 805 832 0243 805 832 8122 , ~, ¿J , - ......l".¡¡.fj..t".I...~. 4~- . ", .r:- '.,1 (e - - - - -' - - - - - - / '1',' "r.'. ,: /.", : ! " /' . :! # 1081 1189 INDUSTRIAL AVENUE. ESCONDIDO. CALIFORNIA 92025 TELEPHONE (619) 745.09~1 FAX (619) 746-9515 MANUFACTURERS OF A.P.I., AND UNDERWRITERS DELIVE'RY TICKET / ~ '. (JJ/1) r...~....."",,,, YOUR ORDER NUMBER TERMS OUR INVOICE NUMBER DELIVERY . DATE ,l1- ~ / - ~è.? I (./ <=J1 C) I BILL TO NAME ADDRESS -"."/1 __ L./ y"'" "7 ¡F.." ci' // / . )" , ',-,' -' ,9, ." ."-7'---7:/ ./.4A ,/ CITY .I' QUANTITY ,~ AMOUNT -..-- ---~._.- , IT IS HEREBY AGREED THAT THE LEGAL TITLE TO ALL MATERIAL ON THE ABOVE ORDER IS IN THE NAME'OF JOOR MANUFACTURING INC., AND SAID TITLE SHALL REMAI N SO UNTI L SAID MATERIAL IS PAl D FOR I N FULL BUYER AGREES THAT ~A TERIAU'MA Y BE'~EMOVED A: T BUYER'S EXPENSE IF BALANCE IS UNPAID BY AGREED DATE. ':,' i ' .' / .~/," \ RECEIVED IN GOOD CONDITION EXCEPT AS NOTED, ACCEPTED / ';., '! /- /.; ,; ,/: ".' DRIVER'S LOG 2 3 4 5 6 7 8 9 10 11 NOON 1 _.~.. 3 4 5 6 7 8 9 10 H TOTAL HOURS " "/ \.'~'\' ji.'- .- ,,\;1 '". JOB SITE: i.' \. WHITE COpy BILLING CANARY COPY CUSTOMCR PINK CODY FILE ~ e ( _ r~ ¥ ~' .' .. .. ' _.~_.._.__,_., n'_' _._....._ ____ow . .-. .. ..~ , ~ /"", : , ._. - . --. . . ,.... "," -... ....- ,--.-..-.- ..-. ..~ .- -- ~ -~_.....~.. '-,- .-.. - -,. -. -_.-...-...- "'. - ".w.___ :"__:- -..:::::..::::.:~;:::.:...::.::.:..::::..., .::....__: _____:"';7. _- , ___~_ ..i.:.":""~?~ ...~ ._:. _~~. _.-:....__ .....,.~_..._~.--._._._~...._.__.__.~ _ _ ._. ............. --]j. , ' '_'_'__'__~'. ......_.......~-. ~ ~~.~_____."'""'~... .....__~_~_--*'__...__.;,__... _':":"~M '_... : :;::·~~:,:jf.:~,;~ ....._._ ~ __...~_...-_..'"', ~...-_, . .___._.......______~_..._~____~_, _........__. . _-.'__ '. ..... . ~.~ -_. ._ _.____.__._".. ._~,~......::Serial no's of _':"._'_.~'__,_..:::~,:~" _...,____ .___.-...__.8erial no's of .' -..... .' , tanks delivered . _. ._ . , ,.,... .. -. -, .. ,,' tanks delivered ,:",-11' ¡,.:::Size. __I ;. Numb:~ c;::,; 'j":',:~:; . Size Number --- ~. '-':'Cf;¿jjj);;:i-,:#-~¿¡i~ñf-':~-_' ,,5::C_.<-~~"::"·- ", ~ ·'<~>r~··-.;: ,----.:,-....:.,- ...E.-.-..,r . ,~:,......_,_....",.." -- :.,... ,_..':....~__.~~::.:::>c,:,"-::..... :...;..:,~......:..,~,--::--.._,.....,~~;:...;--".-,_..- ----.."".. ,~' .'---, ., -..----. --- _.__.,..--.~---'~"""'- ---'--'--~ -..-..,... -~..----.. -._~....._-, -~_..,- -..:.......--.... ..-. ~ , . .!......~ ~ " Holiday tested at 35,000 volts Date l /- J ì-... ff'<¡ Performed By ;r::~ / ~ er (¡)....J~er f-~r ~Ir ') { .., , Witnessed By -;... 1· t 7 / \ ; GARY J., WICKS Agency Director (80S) 861-3502 STEVE McCALLEY Director (. RESOURCE STORAGE FACILITY .- " , " FACILITY NAME/ADDRESS: Mercy Hospital 2215 Truxtun Avenue Bakersfield, CA 93301 X NEW BUSINESS CHANGE OWNERSHIP RENEWAL MODIFICATION OTHER ,e 2700 M Street, Suite 300 Bakerstleld. CA 93301 Telephone (80S) 861-3636 Telecopler (80S) 861-3429 PERMIT NUMBER 170001B OWNER(S) NAME/ADDRESS: Mercy Hospital 2215 Truxtun Avenue Bakersfield, CA 93301 CONTRACTOR: Kern Construction P. O. Box 6096 Bakersfield, CA 93306 License #151220 Phone: (805) 327-3371 Phone: ( 805) n..J r A ~ "t. --21i)q. , PERMIT EXPIRES January 25, 1990 APPROVAL DATE October 25, 1989 APPROVED BY ~r~,~. \4.~~ Turonda R. Crumpler, R.E.H.S. Hazardous Materials Specialist ............................. .................................................... .POST ON PREMISES.............. .................. ........ ............................. CONDITIONS AS FOLLOW: Standard Instructions 1. All construction to be as per facility plans approved by this department and verified by inspection by Permitting Authority. 2. All equipment and materials in this construction must be installed in accordance with all manufacturers' specifications. 3. Permittee must contact Permitting Authority for on-site inspection(s) with 24 hour advance notice. 4. Backfill material for pipi~g and tanks to be as per manufacturers' specifications. 5. Float vent valves are required on vent/vapor lines of underground tanks to prevent overfillings. 6. Construction inspection record card is included with permit given to Permittee. This card must be posted at jobsite prior to initial inspection. Permittee must contact Permitting Authority and arrange for each group of required inspections numbered as per instructions on card. Generally, inspections will be made of: a. Tank and backfill b. Piping system with secondary containment leak interception/raceway c. Overfill protection and leak detection/monitoring d. Any other inspection deemed necessary by Permitting Authority. e. Electrical cond uits associated with tank (e (. PERMIT TO CONSTRUCT UNDERGROUND .' Permit No. 17000lB STORAGE FACILITY Standard Instructions 7. All underground metal connections (e.g. piping, fitting, fill pipes) to tank(s) must be electrically isolated, and wrapped to a minimum 20 mil thickness with corrosion-preventive, gasoline-resistant tape or otherwise protected from corrosion. _ 8. " Spark testing (35,000 volts) required at site prior to installation of tank(s). Test(s) must be certified by the manufacturer, and a copy of test certification supplied to the Permitting Authority. 9. The following equipment and materials must be identified by manufacturer and model prior to their installation: a. , Tank liquid level gauge(s) b. Tank secondary containment automatic monitoring system(s) c. Sealer used to secure fill box(es) d. Piping e. UL number of tank 10. No product shall be stored in tank(s) until approval is granted by the Permitting Authority. 11. Contractor must be certified bv tank manufacturer for installation of fiberglass tank(s) , or tank manufacturer's representative must be present at site during installation. 12. Monitoring probe must be located at the lowest point in the' containment sump. 13. ' A General Building Contractor may install or remove underground storage tanks if the performance of subject work falls under the provisions of Section 7057 of the Business and Professions Code which states in part: . "A General Building Contractor is a contractor whose principal contracting business is in conjunction with any structure built, being built, or to be built, for the support, shelter and enclosure of persons, animals, chattels or movable property of any kind, requiring in its construction the use of more than two unrelated trades or crafts. 14. Additional permits must be obtained for piping extension and tank removals. 15. It is the responsibility of the contractor to obtain permits required by other regulatory agencies. 16. Monitoring requirements for this facility will be described on final "Permit to Operate." ACCEPTED ~L ~ DATE: /°),.,/.11 TRC:cas \crumpler\170001B KerC.~ounty Constr.[fdon In' GENERAL CONTRACTORS ' LICENSE #481053 P.O. BOX 6096 . BAKERSFIELD, CALIFORNIA 93386-6096 "~: ",'_", ".'. ."," ',',:: ,C',,~i,:..~ji1;;~.~~~;~),,~~3-9494,:. - ':::.::':,'", 'October 18,1989 ";' ".,', ",',"'::,.' .., .'"r .' .' ," " .,...- ~ . ;,"'<' :' -'" The Scope of Work for this project includes the following ,trades: .,~ . Electrical - DoDa Electric, Inc. Paving - T.D. Whitton Construction, Inc. Landscape - Greecian Gardens Landscape Concrete - Empire Construction Co. 'Tank Installation -RLW Equipment Co. -' , :,\ " Ker~~ounty Constr(!don Inc. GENERALCONTRAC~RS LICENSE #481053 P.O. BOX 6096 · BAKERSFIELD, CALIFORNIA 93386-6096 " , ,:,C :-:')-'(805) 323-9494 ~. ./', '~; .;r:.; >-;.~~': :··.;":':~::;._·:?;:ij;:..~;:,~~·::~~~:¡.":1 October 18, 198 9,_ ,~::""~,¿-..:,, ,< . ' - . ~'J' ". '. ..... .. . ," " , '. To ensure safety on this project, 16th Street behind Mercy Hospital, will be closed to traffic during the tank installation. " ,'. '. ". '"" .;.,' '. We will use lighted barricades and two inch construction tape around the tank site. We will also have a Construction Superintendent on the site during working hours to supervise all the work. This job will take only two days to complete. Sincerely, ," '., -. ../? ~ -~ - ~::......._._--- C><~::?,,- ~ Larry Simmons President " . ~ , . .J; -.~ ~ .. COUNTY O~' KERN ('.Environmental Health Services i_Lent 1700 "M" Street, Suite 300 Bakersfield. CA 93301 " (805) 861.3636 (105) 861·3429- Fu N1UI1ber .."" June 7, 1989 , Mercy Hospital Attention: Pat Jacobs 2215 Truxtun Ave. Bakersfield, CA 93301 Dear Pat: This Department has reviewed the application and plans submi tted for the underground storage facili ty located at 2215 Truxtun Avenue, Bakersfield, California, known as Mercy Hospital. Based on this review your application, as received cannot be accepted as complete for the following reasons: 1. Permit Application Form Incomplete , a. Lack of soil t~J ~n...d~epl;th to ~roundwater depth at the facility. ~~D 1\ \'ò\~~ Lack of leak ~~t~~A~on, monitoring and interception system. ' -"YTf'-'Ö' "\ I\"3 Location and labeling of all product p~g, vent ~es~ and ct1;::,!?€:R..&I' ïc:::land lacking.~ ~'<\¥.I(l~lo-r ~ ~~ ~"tc>~-t.-\-'\.ÎI\~I~Q ,d¿ Top view of tank ith (piping~ ~ceway,) seborldar~ ~ containment and/or eak monitoring system in place lacking. b. '.' 2 . cÐ 4. Lack of leak detector ~. Lack of side view of tank installation with raceways(~~~ secondary containment and or leak monitoring system in place. ,.. ø 6. Lack of ~l; structures within 50 foot radius of tank and piping. ~'1I\å ,~~ ~ . (/e "'-, .... Mercy Hospital .June 7, 1989 Page 2 We are returning the original permit applications and plans. After making required corrections and/or~odification the application may be resubmitted for review. ~ If you have any questions regarding our requirements, please contact me at (805) 861-3636. J. . ,\ Sincerely, Turonda R. Crumpler, R.E.H.S. Hazardous Materials Specialist I Hazardous Materials Management Program TC:cd crumpler\mercy.let 6-5-8 lB. @ . , /" ,r-"'. 9~V~ONtvIENTl\L HEl\LTH ( .',RTt'IENT 2 7 0 0 " 1-1" S T R E E T, S T E . Ul\KERSFIELU, Cl\ 9JJUl (a PIH'rui t No. Ap~cal1on Uate / 7oG-O / ß ,5-,~ -t:Y7 A. APPLICATION FOn PEmllT TO OPEHATE UNDERGROUND HAZARUOUS SUBSTANCES STORAGE FACILITY Type Of Application (check): ~New Facility []Modification Of Facility [JExisting Facility [JTransfer or Ownership Emergellcy 24-11our Contact (name, area code, phone): Days (80S) 327-3371 Nights l¡jU~) 3;¿ /-33/1 Facil ity Name l>ŒRCY HOSPITAL' No. Of Tanks 1 (One) Type Of Business (check): DUnsoline Station £90ther (describe) General Acute Facility Is Tank(s) Located 011 An Agricultul'al Farm? DYes ŒNo Is Tank(s) Used Primarily For Agricultural Purposes? DYes ~No Facillt~ Address 221S Truxtun Avenue, Bakersfield,CANearest Cross St. A Street/D Street, T N/A R' N/A SEC N/A (Hural Locations Only) Tank Owner Mercy Hospital Contact Person Engineering Dept. Address 2215 Truxtun City / sta te Bakersfield. CA Telephone l¡jU~) 3;¿ /-3371 Operator same as Above Contact Person Address Zip Telephone Water To Facility Provided By California Water Service Depth to Groundwater 100'+ Soil Chnracteri~tics At Facility Sand/Silty Sand Basis For Soll Type and Urounllwatet" Uepth Determinations Tabled information from K.C. Wate: Agency - soil type per soils engineers observations (BSK Assoc.). Contractor Pozzo Construction CA Contractor I s License No. B 151220/ Address 2894 Rowena AVe. Los Angeles. CA Zip 90039 Telephone (213) 111111-'5440 Proposed Starting Uate August 15. 1989 Proposed Completion Date Wot'ker 's Compcnsa tlon Cer tl f icatioll No. ?'5CH4Rl '5R'5SSS Insurer Aetna Casualty & Suret O. If This Permit Is For foloùification Of An Existing Facility, Briefly Describe Modifications Proposed Installation of new underground storage tank E. Tnnk(s) Store (check all that apply): Tank t Waste pt"oduct Motor Vehicle Unleaded Rep,:ular Premium Diesel Waste Fuel 011 1 0 0 0 0 0 0 ŒJ IT 0 0 0 0 0 0 8 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F. Chemical Compos i ti on Of Materials Storeù (not necessary for motor vehicle fuels) Tank II Chemical Stored (noli-commercial name) CAS t (if known) Chemical Previously Stored (if different) G. Î \ tl \'ì>q \0\ 220~ '\'i~ ~ \ . \owner al ~.-S\-~Q.. j2.A.Ç\"~~, _~ons of Permit No. issued to I unùet"stal1d tha.t the Permitting Authority may review and modify or tel'minate the transfcr of the Permi t to Operate this underground storage facility upon receiving this compJ"led form. Transfer OC Owncrshlp Uate Of Transfer N/A Previous Facility Name I, ------- ----- - - - - - - - - - - - - ----- ------ ThIs form has been completed under pen;' 1 ty oC and correct. perjury and to the best of my knowledge Is true r:r~ +- J c.-.c-;:>bs y: I r... oJ' Ti tle FACILITIES MANAGER Date 26 MAY 89 S1211ature '" I F~ci"!:f.ty Namn ~ MERCY HO~~.:r". "'" IANI< ! . fOI{ EM; 11. / (tt ( FILL !JUT. SEPARATE FORM FOI{ fAC!.!. TANI<) SECTION, CHECK 11b1 APl'lWPIUNrE DOXES PermiL No, /ïo<:;û/ ð n. 1. Tank~: [J'Vaulted [J Non-Vaulted ßJ Double-Wall [] Single-Wall 2. Tank Material o Cat'bon Steel 0 StainJess Steel 0 Polyvinyl Chloride o Fiberglass-Heinforced Plastic 0 Concrete 0 Aluminum [J Other (dHscribe): Plasteel cempesit as manufactùred bv 3. Prima['~ Containment . Date Ins lalled Thickness (Inches) [J Fibel.'glass-Clad Steel o Ðronze 0 Unl<nown "Jeer ManI1T;:¡I"'t-l1ri n'J IRC " CUP{!;dð8 (Gallons) Manufacturer Jeer 4, Tank SeconduJ':i, fOlltainment Ki Double-Wall 0 Synthetic 0, Other (describe): Material 5, 'Tank In Lerior Linin!'!, o !tubber 0 Alkyd 0 Epoxy 0 Phenolic 0 Glass 0 Clay 0 Unlined 0 Unlmotm o Other (describe): 6, Tank Corrosion Protection [] Galvanized 0 Fiberglass-Clad [] Polyethylene Wl'ap 0 Vinyl Wrapping " o Tal.' 01' Asp[mlt" 0 Unknown [] None ŒI Utl~el' (describe): Plasteel Cemposit Cathodic Protectioll:g None 0 impressed Curl'ent System [] Sacrificial Anode System Ð [] Uescribe System & Equipment: 7. Lenk Detection. MOllitorin£!. alld Interce~tion a, Tanl<: 0 Visual (vaulted tanks only) 0 Ground\'later Monitol'ing Well(s) [] Vadose Zone Moni torin~ Well (s) 0 U-Tube Without Liner o U-Tube with Compatible Liner Uirecting F10\' To Monitoring Well(s)* o Vapor Uetec tor * 0 Li qui rI Level Sensor * 0 Conduct! vi ty Sensor * o PreSRure Sensol' 1 n Annular Space Of Double Wall Tank * o Liquid Hetdeval 8< Inspection Fl'orn U-Tube, lrlonitoring Well Or Annulal' Space o Dally Gauging & Inventory J{econciliatiolJ 0 Pel'iodic Tightness Testing o None 0 Unkno\'ln 0 Other Piping: 0 F IO\'l-Res tdcting Leak Detector (s) FOl'!':Pressurized Piping* o Monitoring Sump Wi th Raceway 0 Sealed Concrete Race''ay o Half-Cut Compatible Pipe Racel'lay 0 Synthetic Liner Raceway o Unknmm 0 Other *Uescribe Make & Model:, 8, Tank Jir~htness Has This Tank Been Tightness Tested? 0 Yes Daie Of Last Tightness Test Test Name 9. Tank [(epair Tank Repaired? 0 Yes Uate(s) Of Repalr(s) Describe Repnirs 10, Overfill Protection o Operator Fills. COli tt'ols. 8< Visua]Jy Monitors o Tape F ioa t Gauge 0 F loa t Ven t Val ves 0 o Cap<1ci tance Sensor C?3 Sealed Fill Box 0 o Uthel': Liner 0 Lined Vnul t 0 None [] Unknowri Manufacturer: Jeer Capacity (Gals,) Thickness (IlIches) b, o None o No 0 Unknown ResuHs Of Test Testing Company [] No o Unknown Level Auto Shut-Off ControlS None 0 Unknown List Make & Model For Abovè Devices 11. Piping a. Underground Pipillr,: Jg Yes 0 No 0 Unlmown Material Thickness (inches) IJiall1eter 2" Manufacturer o Pressure [] Suction 0 Gravity Approximate Length Of Pipe Run 25'-0" b. Ullderrrround Piping Corrosion Protection: o Galvanized 9 Fiuel'{~ilss-Clad 0 Impressed Current 0 Sacl'ificial Anode o Polyethylene ¡"rap 0 11ectrical Isolation 0 Vinyl Wrap 0 Tar or Asphalt o Unlmown 0 None 0 (I(her (describe): c. Undeq~rotlnd Piping, Second.\! y Containmént: ~~ Double-\"nll 0 Syuthe! ic Liner System 0 None 0 Unknown o Otller (describe): E N~V I R 0 NN E N T 1\ L Ill:: 1\ V!' (tell f{ r . N l' 2 7 U U II 1-1" S '1' H E E'l', S '1' E ." J u U U1\KERS~lELU, C1\ 9JJ01 cJI (-. III t No. AJ.lp1.icuUon Dole /700-0/13 ,5 -,]c. -ð"'j A. AI'I'L 1 CAT 1 UN FUn PEnH! T TU UPEHATE UNDEItGIWUNU IIAZAHUOUS SUßSTANCES STORAGE FACILITY Type Of Appllcatloll (check): ŒNew Facility O,.'odificat.1on ur FacUlty OEx!st1ng Facility OTrnnsfer or OwnershIp r. 24 II C t t ( tI I I ) D"'ys (805) 327-3371 .:.mcrgellcy - OUI" 011 ac' name I necn co c, P 10 IC: .. NIghts \ClU~J 3;¿ 1-3371 Facility Name HERCY HOSPITAL No. Of Tanks 1 (One) Type Of Dusiness (check): OUusollnc Stution rgOther (describe) General Acute Facility Is Tank(s) Locllted 011 An Agricultural FUI"m? DVes (29 No I s Tonk (.5) Used Primar11 y 1101' Agricultural Purposes? DYes I]No FacilIty Address 2215 Truxtun Avenue, Bakersfield,CANearest Cross St. A Street/D Street T N/AR N/A SEC N/A (I~ul'a 1 Loca tions Only) ., Tank OWne'r Mercy Hospital Contact Person Eng~neer~ng Dept. Address 2215 Truxtun Ci ty / s ta te Bakersfield. CA Telephone \ClU~) 3;¿ 1-33 71 Operator same as Above Contact Person Address Zip Telephone /0. Watcr To FacIlIty Pl"ovldcd Oy California Water Service SolI Chnrßct~rlstlc9 At Pnclllty BasIs For 5011 Type alld (koune/water Ucpth Uetcl'mlnutlons Uepth to Groundwater ....-6. Contractor Address Proposed StllrtIng Vate Wo t"kc t" 's Compcnsa tl un Ce r tl rIca tlulI No. License No, Telephone Completion Date Insurer CA Contractor's ZIp Proposed U. If This Permit Is For Hodlflcalioll or ^n Existing FacUlty, Driefly Describe Modifications Proposed Installation of new underground storage tank E. Tnnk(s) Store (chcc\( nIl that apply): Tank # Wo.ate Product ~Iotor Vehide Unleaùeù Rcp.:ulo.r PremIum Uiescl Waste Fuel Oil 1 0 0 0 0 0 0 ŒI IT 0 0 0 0 0 B B B 0 0 0 0 0 0 0 0 0 0 0 0 0 F. Chemical Compos! tion or Mnler!als Slored (not necessary for motor vehicle fuels) Tank" Chemical Stored (noli-commercIal lIame) C^S , ( If known) Chemical Previously Stored (If different) G. Transfer Of Owncrship Uate Of Transfer N/A Previous Owner PrevIous FacilIty Name 1. acccpt fully 1111 oùll[~ol1ons of PCI'mlt No. issued to 1 lJllùerslanù that the Permitting Authority may review and modIfy or lel"minute the trulIsfel' of the PermIt to Operate this underground storage facllity ulJon receiving thIs compJ"i"d form. ------- ----- - - - - - - - - - - - - - - - - ----- ThIs Corm has ùeen completed under pell;'' y of perJury and to the best of my knowledge ls true and correct. 'fC\..+-,Jc-..<..-:::.k.J X /l.Qð Slrrlmture Tí Lle FACILITIES MANAGER Date 26 MAY 89 i' ) I ¡ l":;ci 1 i ty Naill\! MERCY llostJTf f ._ ( Permil Nu. /7.000//,3 J~m~.it _ I1:JJili !~D.', ~EI'^ll~~ FORf>t .FOR EACI.!. TANK) FUji E¡\CII. SECTION, t;JlEt:I{ ^LL ^Pl'IWPIU^TE lJUXES II. 1. Tank lJi: 0 Vaul ted 0 Non-Vaul ted ¡g Double-\'aU 0 Single-Wall 2. Tank f>la~,!-?rial o Gnl'lwn Steel 0 Stuinless Steel 0 PuJyvlllyl Chlol'iLle o Fibet'glass-Heinfot'ced PlasUc 0 COllct'ete 0 ^lumInum I!I Othm' (dnsct'ihe): Plasteel cempesit as manufactured by 3. £..L' i Ina l' y.. .!!.9n ta Inl1\e Il!-, ,IJate Installed Thickness (lnches) o F Iùet'l~lass-Claù Steel o Uronze 0 Unknown "Jeer Mannr;tro1-nr'.n'] IJ;'g " ca1>lI~dð8 (Gallons) MUllufucturer Jeer 4. 'l'anl< Sccul!.~UJ'~ ,Çon taInl1\cn t: IDt Uouule-Wall 0 Synthet:lc LIIHH' 0 0, .Othel' (descrIbe): ! Material 5, 'Tank Intcdor Llninp. o Hubuer 0 Alkyd 0 ~poxy 0 Phenolic 0 Glass 0 Clay 0 Unlined 0 Unkno\'II1 o Other (descriue): 6, Tanl< Corruslon PI'otectlon o Galvnnb:ed 0 Itibel'l{lass-Glad 0 Pulyethylene \'trap 0 VInyl WI'apping .- o Till' 01' ^sphu~ l, 0 Unlmo\\'n 0 None ŒJ Uthel' (describe): Plasteel Cempesit Cuthodiç Pl'uLection: @ None 0 Impl'esscd CUI'l'ent System 0 Sacrificial Anode System o Uescdbe Sygtem & J~C\li1>lIIel\t: 7. M!!!s. Uetectloll. NOllit:orIIH~. alld IlIlcrcuutloll a. Talll<: 0 Visual (vaulted tanks ollly) 0 Grounlhmter ~lonitor1ng \'e11(s) o Vaúose Zone 1>lold tOrJII~ \'lt~ll (s) 0 U-Tuue Without LIner o U-Tuue \.,ith COlllputiuJe Lillcr UÜ'ecting l~lOL" To Monitoring Well(s)* o Vnpol' Uetectol' *0 l,lqujrl LHvel SellSOI' * 0 ConductivIty Seusor* o I'r'eS~UI'e Sensor In Annular' Space Of Double Wall Tallk * , o LIquid ({etl'Íeval & IIlSPp.ctlulI fot'om U-Tube, 1>10111 torinl~ Well Or Annulal' Space <..0 Dully Gouging & Invelltory Ilecollcilialioll 0 Periodic Tightness Testing o Nunc 0 UnJ<nowlI 0 Other Plpill[~: 0 Flow-Hestdcl:lllg Leal< lJetector(s) For Pressurized Piµiug* o r.1ollitoring Sump With Hace"'ay 0 Scaled Concretc Race\'lUY o Hulf-Cut Compatible Pipe Hace\'lay 0 Synthetic LIner Racewoy o UnlolO\'lJt' 0 Other *Uescrlbe Make & Model: O. 'rault )'lrdltncss lias This Tank Denn 'l'lghtJless Testeu? 0 Yes Date Of Last Tightness Test Test Name 9. Tonk IlepoÜ' Tank Hepnired? 0 Yes Uate(s) Of HepaÏl'(s) Bescr i be He\H\i r!'1 10. OverfIll ProtectiulI o Opel'uLol' Fills, COlltl'O]S, & Visually ~Iollitors o Tapè Fioat Gauge 0 Float Vellt Valves 0 o Capacitance Sensor r:?3 Sealed Fill ßox 0 o Other-: Lined Vaul t 0 None 0 Unknown Manufacturer: Joer Capacity (Gals.) Tltlckuess (1I1ches) ù. o None o No 0 Unknown Results afTest TestIng Company o No o Unknuwn Level Auto Shut-Off Controls None 0 Unknown List Mbke ~ Model For Above Devices 11. Piplnlf a. Uudeqr.round Plpl"/~: ßJ Ye~ 0 No 0 Unknown Material Thickness (illches) Uiumetet' 2" Manufacturer o Pl'ess\l1'c 0 Suct.lon 0 Grnvity Approximate Length Of Pipe Hun 25'-0" b. Undel'I~l'olll1d P iplug Cort'O!; JOII Protection: o Galvanized B FilJer¡: );Iss-Glad 0 Ißlpl'essed Cm'rcnt 0 Sacrificial Anode o Polyethylene I\'rûp 0 lectricûl Isolation 0 Vinyl Wrap 0 Tar 01' Asphalt o UnknO\~n 0 NOlie 0' IIwl' (descriùe): c. Undeq~rolllld Pipillg, Second",.v COlltélinrnént: >ø' UuulJle-I"nll 0 Synth' 'ic Liner System 0 None 0 Unknown' o other (úescribe): (/. (. r-" .....---.., ;l·;:')'';~·,;, ~:I:'~Jrr' ~nsm,' .ÃtP t: am '.j A I, '-j ¡'-~ ./~ a ., I! i ~ --'_·~--01 -..- to from date re remarks \ \ \ \ \ COUNTY OF KERN Environmental Health Department 2700 "M" Street, Ste~ 300 Bakersfield, CA 93301 Bruce M. Biggar May 24, 1989 '- Mercy Hospital - 16th Street I~provements Architect's Project No. 88-l81D Transmitting, herewith, the following documents for your review and approval: 1. Three (3) sets of drawings. 2. One (1) copy of the Application for Permit to Operate Underground Hazardous Substances Storage Facility. copies X . '".. , file owner , contractor inspector other viii united parcel mrtil X messenger greyhound bfgc architects planners inc p,o, box 9ô98 bnkersfield cillifornin 93389-96911 31 south renl rand 93309 filX: OO~ 032 0243 oo~ 032 01 ~2 " r (iA ( . . LABORATORIES, INC. J. ,J. EGLIN, REG. CHEM. ENGR. 4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327-4911 FAX (805) 327·1918 I ,.!,,~ .. .; ENVIRo'NMEhTAL CHEMICAL ANALYSIS PETROLEUM Petroleum Hydrocarbons (SOIL) MCNABB CONSTRUCTION CO 7808 OLCOTT AVE BAKERSFIELD, CA 93308 Attn.: BRYAN MCNABB 399-4742 Date of Report: 12/07/90 Lab #: 10525-1 Sample Description: MERCY HOSPITAL: 3500 GALLON CNTR TOP OF SLAB, 12/6/90 @ 11:30 AM ^' SAMPLED BY KEN MITCHELL Dat:e Sample Collected: 12/06/90 Date sample Received @ Lab: 12/06/90 Date Analysis Completed: 12-7-90 Analysis Results Minimum Reporting Level Constituents Reporting Units Benzene Toluene Ethyl,Benzene a-Xylene - m-Xylene p-Xylene Total Petroleum Hydrocarbons (diesel) µg/g µg/g µg/g µg/g µg/g µg/g None Detected None Detected None Detected None Detected None Detected None Detected 0.005 0.005 0.005 0.005 0.005 0.005 ·Individual 5. TEST METHOD: As Received Basis Comments: California D.O.H.S. Cert. #1186 BY ¡1~1~ r: ·' (. (- _,f- ENVIRONMEÑTAL LABORATORIES, INC. J. ,J. EGLIN, REG. CHEM. ENGR. 4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327-4911 FAX (805) 327·1918 CHEMICAL ANALYSIS PETROLEUM Petroleum Hydrocarbons (SOIL ) MCNABB CONSTRUCTION CO 7808 OLCOTT AVE BAKERSFIELD, CA 93308 Attn.: BRYAN MCNABB 399-4742 Date of Report: Lab #: 12/07/90 10525-2 Sample Description: MERCY HOSPITAL: 1800 GALLON CTR 2', 12/6/90 @ 11:00 AM SAMPLED BY' KEN MITCHELL, Date Sample Collected: ~ 12/06/90 'I i i ! . Constituents Date Sample Date Analysis Received @Lab: Completed: 12/06/90 12-7-90 Minimum Reporting Analysis Reporting Units Results Level µg/g None Detected 0.005 µg/g None Detected 0.005 µg/g None Detected 0.005 µg/g None Detected 0.005 µg/g None Detected 0.005 µg/g None Detected 0.005 µg/g None Detected 5. Benzene Toluene Ethyl Benzene o-Xylene m-Xylene p-Xylene Total Petroleum Hydrocarbons (diesel) TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method Individual constituents by Modified EPA Method 5030/8020. As Received Basis Comment.s : California D.O.H.S. Cert. #1186 BY ii· ~ . J/. Eg1' , '~af;.~7~ ENVIRONMÉ'1iTAL (., (. LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327-4911 FAX (805) 327·1918 . " CHEMICAL ANALYSIS PETROLEUM Petroleum Hydrocarbons (SOIL) MCNABB CONSTRUCTION CO 7808 OLCOTT AVE BAKERSFIELD, CA 93308 Attn.: BRYAN MCNABB 399-4742 Date of Report: Lab #: 12/07/90 10525-3 Sample Description: ·'it MERCY HOSPITAL: 1800 GALLON CTR 4', 12/6/90 @ 11:15 AM SAMPLED BY KEN MITCHELL --.'-'--- --" - _ L___.___ Date Sample Date Sample Date Analysis Collected: Received @ Lab: Completed: 12/06/90 12/06/90 12-7-90 " Minimum Reporting Analysis Reporting Constituents Units Results Level Benzene µg/g None Detected 0.005 Toluene µg/g None Detected 0.005 Ethyl Benzene µg/g None Detected 0.005 o-Xylene µg/g None Detected 0.005 m-Xylene µg/g None Detected 0.005 p-Xylene µg/g None Detected 0.005 Total Petroleum Hydrocarbons (diesel) µg/g None Detected S. , TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method Individual constituents by Modified EPA Method 5030/8020. As Received Basis Comments: California D.O.H.S. Cert. #1186 BY~¡~g~ ~¥ . PETROLEUM . (. LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (805) 327-4911 FAX (805) 327·1918 ~ r. ENVIRONMENTAL CHEMICAL ANALYSIS Petroleum Hydrocarbons (SOIL) MCNABB CONSTRUCTION CO 7808 OLCOTT AVE BAKERSFIELD, CA 93308 Attn.: BRYAN MCNABB Date of Report: Lab #: 12/10/90 10577-1 399-4742 Sample Description: MERCY HOSPITAL: LINES @ 2', 12/7/90 @ 12:30PM SAMPLED BY KEN ~ MITCHELL Date Sample Date Sample Date Analysis Collected: Received @ Lab: Completed: 12/07/90 12/07/90 12-10-90 Minimum Reporting Analysis Reporting Constituents Units Results Level Benzene µg/g None Detected 0.005 Toluene µg/g None Detected 0.005 Ethyl Benzene µg/g None Detected 0.005 o-Xylene µg/g None Detected 0.005 m-Xylene µg/g None Detected 0.005 p-Xylene µg/g None Detected 0.005 Total Petroleum Hydrocarbons (diesel) µg/g 78. 5. TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method Individual constituents by Modified EPA Method 5030/8020. As Received Basis Comments: California D.O.H.S. Cert. #1186 BY r;? /',' . ft:"" {J:', 41.'( J t/~'g Hn,. . ..,"....)' ~Ç6/~ ù 17 Analyst ... ..' '. . (e ce ENVIRONMENTAL LABORATORIES, INC. J.,J. EGLIN, REG. CHEM. ENGR. 4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (80S) 327-4911 FAX (80S) 327·1918 CHEMICAL ANALYSIS PETROLEUM Petroleum Hydrocarbons (SOIL) MCNABB CONSTRUCTION CO 7808 OLCOTT AVE BAKERSFIELD, CA 93308 Attn.: BRYAN MCNABB 399-4742 Date of Report: Lab #: 12/10/90 10577-2 .> Sampl~ Description: MERCY HOSPITAL: LINES @ 6', 12/7/90 @ 12:30PM SAMPLED BY KEN MITCHELL ';1 Date Sample Collected: 12/07/90 Date Sample Date Analysis Received @ Lab: Completed: 12/07/90 ,12-10-90 Minimum Reporting Analysis Reporting Units Results Level µg/g None Detected 0.005 µg/g None Detected 0.005 µg/g None Detected 0.005 µg/g None Detected 0.005 µg/g None Detected 0.005 µg/g None Detected 0.005 µg/g None Detected 5. Constituents Benzene Toluene Ethyl Benzene o-Xylene m-Xylene p-Xylene Total Petroleum . Hydrocarbons (diesel) TEST METHOD: TPH by D.O.H.S. I L.U.F.T. Manual Method Individual constituents by Modified EPA Method 5030/8020. As Received Basis Comments: California D.O.H.S. Cert. #1186 ,.;. I' .'.0:' (9.!,1' . ..,.';' ~,·."...,i: /:' ~'I!" sf1~/') ¥- Analyst , BY J. J. Eglin .......þ.. '1:t !r::, ;.~' , -~~~c~~on~Ð.~eT:a::~filied ~u~ ~'c~ntr~cto; , , , , , . . , . No. Tank UUecontaminationU'Contractor Address 0/ Luc:"Zu¿- , . 3/J1<6~/::;/¿¿'1 C/l. .' . ',' . : . . . " .) .. ~: I . . ~:. . " . ".. Altthorized representative 'of 'contractor certifies by signing below that',",' 'tank(a) have baen, ~dccontaminatcd in accordance with Ker-n County Health· '~De artment requirements. . . . . . >:",. . . . . . . . . .... .~-:'. I ;\~ .' , t~F ' - ) i'~:' I :'f~:; , , . ~~.~.:~. ,! ;.)t',:. . .... ,:,1,:: , ·fir , I ~:'~~:' ~:r, '';'':; : ~;... '. :::.", ; :.~-.: . '0 .',~~: " ~':-:" ce .. ~ I, , (e ." ./ , ' ".:-:" :. to 1700 Flower Slroet Bokerll/lold. Colllo/lllo 93305 Telephone (605) 061·3q36 KERN COUNTY HEALTH DEPARTMENT '",0, HEALT}f OFFICER Leon M Hoberlaon, M.D. ENVIRONMENTAL UEALTH OIVISIO~ ", :.. DIRECTOR OF ENVIRONMENTAL HEALil-I Vernon'S. Relchord . ,': ~. . ,.,-~; ," }{ern County Permit #',." /~75"-/7' ..... ". Addres's···, 2 21 S lt2.vXíuJ-l -". '~~"'. 't:HZEIZ',. -' ~ftWJ (.;+ ...., ~. .. .. (., , . " .1.·.··1. '.. . :~. :: ,- · ..~,,'~'-. '-. J " .: ~.' . ·"··!n:·.;·; ~·:,~~.5.::>, . . . ., * * UNDERG~OUNU TANK DISPOSITION TRACKING RECO~D * ~ '!;.~~~:'~':~.:,.;. :This fOr'm is to be returned to the Kern County Heal th Department' K.i thin 14'{~::'·" da~ of acceptance of tank (s) by dis~osaJ or recycling facility. The,>:'" holder of the permi t w1.th number noted' above is responsible for insuring'~,:,. that this form is completed and returned. ..:'j;:>;' , , . ..':.... . . .. .' ... . ,- .' . . . . . . . . . . . .. . . . .' .,'. ',: '. .' . . ... Section 1 '.. ',':' .~ ," - . ~ . ~ " . ~..¡ ~. ::'. -;. . Tank Hcmovnl ;:....... ". ;. Address Zip .... . .:':.~:~.~'\.' " · . ,'. . ".; ....'.. , . . . . . . . . .' ~ . Phone Zip ,":"{ '." . o . ',",' (il-ŸV.A ./ Title '. . . '.' '.' ." .~. '. . · .,:. ~ . . ,"\ :" . . .... . . . . . . . . . . . . . . . . . . . SectIon 3 - To be filled out and slp.ned .Qy .!ill authorized :-epresentative of the :;, ,.._______..' treatment, storag-e, Qr."disposal facility acceuting- tank(s): 14n:~YìG~ '#1.d-J R.0t~Þ'!J)_£fic,- - -, ' 1T ' ~d C> d- $. M,( II, ¡¿<eJ1 A t/ f' , Phon~ : 7/tf- 'J¡f'-r~" ':-: ': . On+etr-ìo) . La l ì-C Zip 1/ 7~ / '.:',.,' ~;;:.::;:. R~~"'ý ~) l~¡t~e 6l;:;:~: áM~.';·· (Authorized Re;Jresentat!ve) ~ '-, " ' ".)i~':.;:?" . . . . '.", FaoHi tyNßJ:te Address . .. . . . . . . . . . . . . . . . . . . . .' . :',·.;·i:(·-:::;.,~,,·:)A;,;::)' . Fold "in hal ~ and staple . ?ostacrg. ëlOd,:, mailing':':'" " off ixed to~o_~;!:~~e ::rf.~oµ,r conve~i.n;~ ';~;,~~*:';;f~¥:~! *!:j~µ^I~ING , INSTRUCT~9E~: ''''',:;,¡-1abel hnve a1 ready ,;b'èen ',,~,. ":j: . :~:';- (~o~~..~:if..~~P-'150) " . . i., f re (e .. ';',.'. I" . O'-.:_~' 35897 , No. I" I·, ",' If:" " i .¡. ",2202;SouthMilliken Avenue Ontado;CA'91761' . .' , .' . "'(7l4);98a.ßOOO TANK DISPOSAL FORM Date: 2. - 6 ,19 '0 Job # P.O.# '.'CONTRACTOR; .:.;¡-, i' ......., PROJECTED TANKS ORDERED BY, LIe. NO. TIME IN: COr i, TIME OUT: TANKS RECEIVED QTY GALLONS TYPE NET TONS TOTAL F*S* -, ~''''1" " ,:z:,~;~,~t~~;¿;:~~:~~~t / 35 il(,;i~;;;Ê;~;/ ,.,.',' ;",~i·g.·.ig·. ;','Y;\2ÚSœL§1i;i: . ''':'''", ~,., I¡<,¡~~: :~f::'. ", NO. OF TANKS 2- TOTAL NET TONS 'F - FIBERGLASS < CERTIFICATE OF TANK DISPOSAL I DESTRUCTION . ) :'THIS IS TO CEIVIl'='r( T~E R :iI;IPT AND ACCEPTANCE OF THE TANK(S) AS SPECIFIED ABOVE. ALL MATERIALS SPECIFIED .. ..; j-./ .I:>VE BEEN COMPLETE~Y DESTROYED FOR. SCRAP PURPOSES ON:7 ,0 " ,-<:1/ e-~¿¿',-. - ,..··,,/2 . (CJ -Yo AUTHORIZED REP. DATE GENERATOR COpy :)::1 c :::to =>~ ,'-!¡§ X)!: o;J. o nz -OÈ ~ éti ¡ ~ C\ . " ~ - ~ II) ... N II) CO ~ - cr w ~ z w o w en Z o Q. en W cr ..J C Z o ¡:: 01( Z W ¡: ..J ..J 01( o ~ ..J it en cr o > (.) Z W C cr w ~ w Z 01( IL o W en 01( o ~ See Instructions o'J.llC, k of Page 6 and Front .'ge 7 Manlf..t 2. Page 1 oc m t No. of Department of Health Services Toxic Sub.tuce. Controf Dlvillion Sacramento, California Infannatlon in the aIIaded a,... ia ftOI raquired by Federal law, G E N E R A T o R , ~~,;W~No. ' State' ~",.;,~Øtl C. EPJir'OCIPI &ate ", 'EJ>~/~:~~",~;+,¡;~, c. c d. State feel Ç.' , EPA/OItIer J. AdÔ~ ~tJ;;;~ Above Ð -/00 % µ/".~ 1~ 5i' Handllnï:rctlon. and Addition~ Inlormati-> I. J ~ N -36 _ :;;-. 1f/af¡2//KtJ7E.ð71¡/£ Ml7?fl-¡"ué?JfL~ ¡ftL.' C Vb:=:3d).3~ c. d. 18, GENERATOR'S CERTIFICATION: I hereby declare that the contents 01 this consignment are lully and accurately described above by proper shipping name and are classified, packed, marked, and labeled, and are in all respects in proper condition lor transport by highway according to applicable international and national government regulations. If I am a large quantity generator, I certify that I have a program in place to reduce the volume and toxicity 01 waste generated to the degree I have determined to be economically oracticable and that I have selected the practicable method 01 treatment, storage. or disposal currently available to me which minimizes the present and luture threat to human health and the environment; OR, il I am a small quantity generator, I have made a good faith effort to minimiza my waste generation and select the best waste management method that is available to me ~nd that I can afford, T R A N S P o R T E o Monlh Day Year 19. Discrepancy Indication Space F A C I L , T Y Month OilY Yellr Signa¿ ¿J DHS 8022 A (1/88) EPA 8700-22 (Rev. 9-88) Previous editions are obsolete. Do Not Write Below This line White: TSDF SENDS THIS COpy TO DOHS WITHIN 30 DAYS To: P.O. Box 3000, Sacramento, CA 95812 / 7 <? b ;(À ·..,!,.' .~. ..... .~~.:,..- ...., . ~.:: .' ,~. ..:. e\,' ,.::,~~~;-. ·,;,.:,"~'''A''~-·;'~:~:'.: ~.~ . .... :.. ~..... .' .(.\~ ,.~~'\.....," i¡':;"':'::;":£ Section A ,'~:;:iTo be filled out 1!I 'contractor -~ 1'( 'Q~ ':>~~';~:'~::'.\;~~~:'~.,'~~ ;-~,,:;U;~;~f~~~~;il-?~7~~{!~~:!1*~:¡;fi~: .,_. :::"'~:,~~'~~::;~'::~'Tank "Vecontamination" .Contractor " , " . . ,',"" '"",. c.e ." ,., ' ." " , ._..~,;..,.~,'.:~,'.:;,' ';r""'-'k;:::--~;^~","" 'Address ',,,~ /"Ll.I(!.,i¿& "';."0""-',fi' ',;....,.;c, . ",-"t'" ?,¡"¿~:r93 '''S 770 ,A;;; .;:" '.' "b"'l ~ ~ /¿¿I), e,4 ,"";: :::n: 9330 ;>"~~t~;d~,~t:'~,.,.~:','.',~~.~,"...':.;':' <,. ."'~ '.' :~'.'~ .~ ,,:·~'c.I·'l1' .... ~..' ~. ~:. - , ,':-. -'''''"'. ~_~- ;,' ~ .,r,.w.;r>,~,·":· Authorized ,representative of contractor certifies by signing below ·that '.,', .~, ~~~\:;::".':·t:....,Lt8nk (9) 'have been ~f,decontamin8ted ,;;:.in;;,'accordance :"~ith,,Kern ~County :Heal th artment requI "ements, '!.'1I:f;'::ifi\\;1t;5ÿ~~:!tWiJ.~~1"'"[}!=¡~;;~~~!'f::~~I~}1i';.. ,;Ti tIe I' ,,., " ,'-: ',~.~ ,>.. ,':, ""Date Tanks ;\fi.~~~;~~~~i~::~~~:)~'~1~~J~'~f¡~!!~~:i~1~~:,~;¡¡ ~~i;iS;~f!:'ii~~¡~fi;:¡t1f'~~~#,' * * * MAILING 'INSTRUCTIONS : "Fold¥'fÌ1"/ìíàI f :"and '¡" staple:'::Postagë ',~àrid':'.:'niänìng::'i!~\'-::'o,: 'label have already bêen affixed to outside for your con'lenience,": ::~\~":;(::;~,:>::,>~:,:'~:i":T, ",%'~, " , , ',;:':',:i~;~:.;·"'(, ';"":';\:'~l~~,}~:::; (Form #nmIP-150) ",..,,:~.,"',.,,',",' ,~~,~J¡~...:,.:,' ", ._~.,.- ;;:!~1~t~·';;;~~..:Y:.~ '" ' ." ' , ' ::'~::)i;;~RANDALL L. ABBOTT , Director R~ JRCE MANAGEMENT A~',CY",tj~5t;;!ii;:~:~~i;';""" ;, Envirumni·nl,.1 H.·,.llli S"~vi~'.·" n"";;II; STEVE McCAU.EY. REHS. DIRE ~;::':.:': ;;.'7:: X;Á;:'~:;i;:~~~::'tJ.;::t.~:."it:~~~: , WIUJAM J; ROOD\' " ',"~ T ANK(S) AT ABOVE , APPROVAL DATE ., ;, < ,- ' " .. , , ' ,. ,'\ 'APPROVED BY .-,,:. ,.;, ," , ~ " ....... ...~... ......................~................................................. P 0 S TON PRE MI S ES ....................... ~........................ ......................... ~...... . . ~ . > . "'t;.' :;,;,.:i':~~;;:"CONDITIONS ÄS FOLLOWS:" '<1. ','It is the responsibility of the Permittee to obtain permits which may be required by other regulatory agencies prior to beginning work (i.e., City .~ ."" -~Fire and Building Departments). .., " c.~:;:~~~,..\~;:-·;<· 2. Permittee must notifv the Hazardous Materials Management Program at (80S) 861-3636 two working days prior to tank 'removal or abandonment in place to arrange for required inspections(s). 3. , ,Tank closure activities must be per Kern County Environmental Health and Fire Department approved methods as described in Handbook UT -30. 4. ' It is the contractor's responsibility to know and adhere to all applicable laws regarding the handling, transportation or treatment of hazardous . .'1:'. "'f·:·~·. ·materials. . ~ ., .,: .."-', .-. S. The tank removal contractor must'havea qualified company emp.1oyeeon site supervising the tank removal. The employee must have tank removal !' experience prior to working unsupervised. - 6. If any contractors other than those listed on Pt:rmit and permit application are to be utilized, prior approval must be granted by the specialist listed on the permit. Deviation from the submitted application is Dot allowed. 7. 'Soil Sampling: " ,'n> 'a. '~" :" Tank size less than or equal to 1,000 gallons - a minimum of two samples must be retrieved from beneath the center of the tank at depths :~:\f>,:::.. ',',,' or approximately two (eet and six feet. . ' ..:, " " " ", ' , ' ," ."'. ',,/,' ,,' , \' ",..'..b. >::;:ë:(Tank size greater than 1,000 to 10,000 gallons - a minimum of four samples must be retrieved oncHhird of the way in from' the ends of ,'. each tank at depths of approximately two feet and six feet. ',Tank size greater than 10,000 gallons - a minimum of six samples must be retrieved one-fourth o( the way in from the ends of each tank , and beneath the center or each tank at depths of approximately two feet and six feet. ' ,,>,8;' Soil Sampling (piping area): ,'~ ",;, ", '. , .;I' , ,,'::;,A minimum of two samples must be retrieved at depths of approximately two feet and six feet for every IS linear feet of pipe run and under the , .. '.. 'C' dispenser area. ..." , c. ( , ' .~, " ' . ';;';~~~~~~::: .1_;,..; '" .' ;. , 2700 "M" STREET,SUITE 300 BAKERSFIELD, CALIFORNIA 93301 RÈCYCLED PAPER (805) 861·3636 FAX: (805) 861-3429 - ,-~' .' :',. (- ~:. . ...' " , PERMIT NUMBER A 1275-17 ADDENDUM ",", . ~,' , ." PERMIT FOR PERMANENT CLOSURE :"f::-:OF UNDERGROUND HAZARDOUS ',y:',:"SUBSTANCES STORAGE FACn.ITY" _ ' ' ~,' ~~~~~;tF;~~·'~~}~f<·i' ~~~\::';~'_';~~~,;J~~j~!)~~1:~ ~::'~:~:~~ ~~~:{ ~~:{.::;.~{~:!'~tf~~~r. .. , ~~:i:' r.~;~·::::~i_~;:··· .V?~:,,~."~~¡(,~tISample analysIS. , ;'~~,'$ \:"þ~:jtí'-:~'.Jo..J¡ ',7, t,'.","" (l,¡i~t " " ::~~I;~;;ft:«~'t::.~8;"'~ .'. I soil samples retrieved Crom beneath gasoline (leaded/unleaded) tanks and appurtenances must be analyzed Cor benzene, toluene, xylene; ':,}~ c~;;;:17~;~tl.~,>.:,.J;,and total petroleum hydrocarbons (Cor gaso!ine).','·~~~,~::::;'!~;' "', ;" ' ;" J '. ,,' ,';,. ;,' '" , .o('i:;:',¡¿!~:¡Y~~,i~~;;f;.'~%t;'j;'4;~:;¡'t>-~:, ',,' . ,.,~ '; . b.' ",:~' All soil samples retrieved Crom beneath diesellanks and appurtenances must be analyzed Cor tolal petroleum hy~rbons (f~i:'~les~;:' . ~ -.~ ~nd benzene. . :~~~~!;~:,;C\"'~'~~' .,...: 7::,! ::,.~~:'~~1: 7:";¡ ;~~ ~!f~~ ~~::'~;~ .r ~'~i_~J¡,~.~> '; + ):;:'it.~ ;:~'~:t:- ··,,,-,~£.:,x: ,j_ \~~;.~,~~~.. '~:::;/~':. ~,~f:,; ,:·~·;,~"::;:~~:~t~f: ~~~:, ~~,~.; ~~i~':lff~·~;':§1~1~~~~~~~~~~ìj;,tf~~,~:} Ail soil samples retrieved Crom beneath waste oil tanks and appurtenances must be analyzed Cor total organic halides, lead,òi!.an ',"~' .i!: C :All soil samples retrieved Crom beneath crude oil tanks and appurtenances must be analyzed Cor oil and grease. , . (F I soil samples retrieved from beneath tanks and appurtenances that contain unknown substances must be a"alyzed Cor a full range òf '..,. ", ,~~tances that.maYha;,~~~~~~~:t~~~~~f:J~~f~;;l2.~~f~}!~~~~~~~t~~\~~~~.. ' , )'[.",,,:,10. ;';.f'TheCollowmg timetable lISts p~ and post-tank removal requtrements: ,,~"<;<~",,:: "/;5;}.t';~:":!"f"~""'''' ,,' , ., .' '. - ~~ '~...~- - - . ' ~_<t~:~~t(~':~~~'f:~~:. :\1,; }~:}J~rgingl Inerting CÒnditions: "'\:;-"";,a.' Uquid shall be pumped Crom lank prior to purging such that less lhan 8 gallons of liquid remain in tank. (CSH&SC 41700) "b. . Tank shall be purged through vent pipe discharging at least 10 Ceet above ground level. (CSH&SC 41700) ,~'c. :: No emission shail result in odors detectable at or beyond property line. (Rule 419)' ,,' .: d. ,', No emission shall endanger the health, saCety, comfort or repose of any person. (CSH&SC 41700) e. , Vent lines shall remain attached to lank unlil the inspeclor arrives to authorize removal. . ";" I~~..¡' ':' !.' ': ,...:- 'RECOMMENDATIONS/GUIDELINES FOR REMOVAL OF UNDERGROUND STORAGE TANKS " '::::"',',' ",:'" ,"' This deparlment is responsible Cor enforcing the Kern County Ordinance Code, Division 8 and state regula lions pertaining to underground storage tanks. Representatives Crom this department respond to job siles during tank removals to ensure tbat tbe tanks are saCe to remove/close and tbat the overall job peñormance is consistent with permit requirements, applicable laws and safety standards. The Collowing guidelines are offered 10 clariCy lhe interests and expeclations (or this department. ,~ ' , , 1. Job sile safety is one of our primary concerns. Excavations are inherently dangerous. It is lbe contr¡¡ctor's responsibility to know and abide by CAL-OSHA regulations. The job foreman is responsible for the crew and any subcontractors on the job. As a general rule, workers are not permitted in improperly sloped excavations or when unsafe conditions exist in the hole. Tools and equipment are to be used only for their designed Cunction. For example, backhoe buckets are never substituted Cor ladders." , t.- - 2. Properly licensed contractors are assumed to understand the requirements of the permit issued. The job foreman is responsible for knowing and abiding by tbe condilions oC the permil. Deviation Crom lhe permit conditions may result in a slop·'work order. ' 3. ........ Individual conlr~ctors will be held responsible for théir post-removal paperwork. Tracking forms, hazardous waste manifestsJ'anà analyses documentation are necessary Cor each site in order to close a case file or move il into mitigation. When conlractors do not Collow through on necessary paperwork, an unmanageable backlog oC incomplete cases results. Ie this continues, processing time Cor completing new closures will :' increase. ,';, " " '" ' " .: I" J.'. ..~" "', ),..:. 7¡~o ;".'. , , t~ Acce " ....,'. ... 'ò ~ " , MD:cas ( ','.' '.'.; .\127S-17.ptc .. ' ',..-"'. " ,,' '7 ~' ~ e/ /, ( .- .' KERN caJNTY RESaJRCE MANAGEMENT ACENCY ENVIRa'JMENTAL HEALTH SERVICES DEPARTMENT 2700 "W STREET. SUITE 300 BAKERSFIELDÅ CA 93301 (805)861-36.j6 (FILL OUT ~ APPLICATION PER FACILITY) , , APPLICATIQ\I FOR PERMIT FOR PERMANENT ' , CLOSURE/ABANDONMENT OF UNDERGROUND HAZARDOUS SUBSTANCE STORAGE FACILITY IS FOR ~EM)VAL.J 'OR Ö ABAN~MENT' IN PLACE " . -...... .- INTERNAL USE ONLY:7//7/9A n 11 APPLICATIa-.I DATE:--0:.T~.J:!- PTA:.JT.Lø...~-·' # OF TANKS TO ABAN~: ~ '" PIPING FL TO ABAN~:=~~ PTo:l~OJ2JJ / _ ;í . .", ~- _ _ __ -J.. ., " i , " NEARfST cross" .:;;, STREET: , 7J _~, "",':' n- ~ f;,: ..¡"t_~. AI:WE': _~,.~.. ':.;;ø" cm: STATE: Y \ ZIP: . - ~.-....~" y' '.,.....-...-- .....-.-.-,.--. . ~'~ - ~, ;- '-.;.':ï;..:" , i c: OOOCfL I~TICH CHEMICAL COMPOSTIQ\I OF MATERIALS STORED: ~ # -lJ!=- _ =-~~:=__== OfTESTÕ~' EMI~FBRMERLY STORED -- ~-'O ~ " , 10 ---- TO:--- E: DISPŒW. IJfœo\\TICH ŒCOO'NllNATIŒ PlmWRf: OOXNT»IINATlCH TRACTŒ: fIDÆ': ~_ DISPœAL IE1J«X) Fæ TßHK(S): , DISPŒW. ~ Fæ PIPlOO: DISPœAl. lOCATI o j'. ~PROVIDE Q_RAWI.~º_OF t. __CAL ~AYOJ¿.L.Qf_..fAÇ1,'=IT\4t_ ..~LSPAÇE P.ROVIDED BELOW. ALL OF THE F.OLLOWING INFORMATION !1y..§.I.....ª.~ INCLUDED IN ORDER FOR THE APPLICATION T0)BE PROCESSED: ___/ f7- TANK(S), PIPING & DISPENSER(S), INCLUDING LENGTHS & DIMENSIONS. ___:¡_ PROPOSED SAMPLING LOCATIONS OESIGNATED BY THIS SYMBOL "0" ____¡_ NEAREST STREET OR INTERSECTION _______ ANY WATER WELLS OF SURFACE WATERS WITHIN 100' ·RADIUS OF I FACILITY NORTH ARROW ------- '" ~~Il.D;1' ~lI>- 6oJ~ +-' ?t \ ~8D qAL.'ù'e;xL "7hJK... 3pöO qAt. 'Ue:.tJ....., --rïfiJK.- ~C;~~-, , , ~J '+-to ( ~ fifN/Œ v-¿i~ ~:.....oIþ'I.""""" e.- ( (, ' ..............~.....:.,~ ~( - '..-~ .. " , , ,...-~' I I I , I ! , . " ;'" - .~ .' . . . , . . ------~----------~----_~~I=_~_~!:~~___--~-____~~___~!~!_f~~J~¥~IÍ~_~~~,. ,I 07/16/90 - ' " ", , '" ';" "~po ,:'":;:,,, ..". I'nvoice Nbr'.:·7:'~1 ".;:~':~'~6903 'f "12: 13 pm';"'-:KERNCOUNTY'PLANNING & DEVELOPMENT - ""." c.:'>'-<'",~"~~·:~:,~~,,'::"-:;:~::·~::,~f I '. 2700 'M' St et " ,. -'.. ,'. ,,: . '."C" ·...c. .:",'."~../~_!,;_.'r,,!·.~1 -''b, - -' :"' re . =' ~ -." .. . - ... - L'·.. - . .-: ·P~~-::"~. ".~'" I~~:'" )'f':"'t'í;"" ~- t ~_J"-1~"";-~~-' '~-~ >' _ - .. T - ·n.... .' -. -". ¡·.·..1:·:~:.:~',;:.;~,'f ,.,~ ,," 'll,!-'-;¡: I ,~. ,;,._c'if .; :: <~,.'>", :" .S-a ke"sf i ,e 1 d ~ CA ":,93.3 ~ 1 ",:~ ":': ¡' Type ,.~,~,.,:.P."'.d_~.:.,":..:'~',:~:,f.s~:~~,,_ . .'. I' ;.'.. ~ "'Jr' '. ,';".,' '(805) 861-2615 ,..,,...'., ''''''.' ...' t," ,,', ,,~ .' .......;,.;".. ..or "''''''\ " ..I---·::J:"jL~~:.L::'::~~'::":'~~':~~~:"~~_':::'-~"::~-i~.:J:1~::.::.:::::.~::~:~:~Z~i7~'!~5~~;~i~I;;~K~1~:, I,~/ I." it i. Æ " 1---~--:.:.'__~_2~____·:..:.;___ -~- ..:.":,,,:~,:,_._ __':"__:.L......_ -- ~~ _:..~ ________~___..:_..:____ -~;;:::';;..¡:::::.i~I' Customer' P.O.# I Wtn 8y ¡Order Date I Ship Date I Via ',./,Terms:'".:,,;,':!: H0716902 ,,' ,I'RAR I 07/16/90 ,I 07/16/90 1 ,':',., . DD"",J,~1\NT~~:,~~::;;.:[t!(~':~J; , 'I----~--:..---:.._-_I_----:..~-I-----~:...---I---~~------ r---.;..:--:"--.;..-":-_~jLt:::::::'''::2'.::.;:::;::~::t Line DesC:"iption '."Quantity, p,.ic:e Unit Disc::'::'~?,;.';,é'::rotal,:.. 1 PERMIT TO CLOSE/ABANDON 1250.00 E ,:250.00 170G Order' Total 250.00 , , Amount Due 250.00 Payment Made By Check 250.00 Trt,AN K YOU! I , I I I I I I I I r I I ; , 1700 Flower Street Bakersfield, California 93305 Telephone (805) 861-3636 ~ERN COUNTY' HEALTH DEPARTa-.: - ", '. . . . .. >. -.". ~.. HEALTH OFFICER , ,:~' r" ,", ,', ,'1~; . Leon M Hebertson, M.D. ENVIRONMENTAL HEALTH DI~ISION ,.,'';~}¡~\;';,;~,,'',''F;(:'~' " " ·2"'..'f::~;.i.;:~r~'-~,.;·;;;~\~::~'!~;:~;';;%-\ii ~DIRECTOR Ç1F ENVIRONMENTAL" .. ~\:-' t\ . ~. " .'".. ...".j~. '. ~ ¿: ')T'Jf~?\~~~\~ri:~~~,~~;~y~~:;~1~};~~~; , "';.' ~:r,!z~p"""ERM~,"r#:1.'7Òcj'O':L," ç,:t',:" . . ~ >",~':-", SSUED: " ;,986\ '&J, ..:::>~'E XP I RE S : ..JuLy ',1,<1989" '" Yj , !. ~.~> MBE j::;;)',INTERIM PERMIT ~:>';:.~d:':!T 0'0 P E RA T E : , , .,r; ~~.," ", '.... .. ,.,. . "'~ ~¡. ' " , .. " '. ". '" --, " DATE PERMIT MAILED: JUL 2 1 1986 DATE PERMIT CHECK LIST RETURNED: \ \ \ " ' .., , ~ ~ ," " ¡ ."',,',, " ' ,":1',' -. " . 1 \.:L \ " . . # /' " Permit Questionnaire 'N 0 r m a 11 y . per m its are s e n t t 0 f a c i lit y Own e r s but sin c e m an y Owners live outside Kern County, they may choose to have the permits sent to the Operators of tha facility where they are to be po~ted. Please fill in Permit # and check one of the following before returning this form with payment: For PERMIT # J 71/,{)¿> /C . , <' L 1. Send all information to Owner at the address listed on invoice (if Owner is different than Operator, it will be Owner's responsibility to provide Operator with pertinent information) . 2. Send all information to Owner at the following corrected address: 3. Send all information to Operator: Name: Address: (Operator can maKe copy ot permit for Owner) . RECEIVED NI A Y - 6 1986 MERC( HOSPITAL ACCOUNl'S PAYABLE Kern County Hea~th Department / Division 0f Environmental ~y 1700 Flower Street, Bakers!:W.Ù, CA. 93305 Permit NÇL /10001 ~ A.ppl icatio. ' I APPLICATION FOR PERMIT TO OPERATE UNDERGROOND HAZAAOOUS SUBSTANCES STORAGE FACILITY ~ of Application (check): , DNew Facility DtIodification of Facility ŒlExisti~ Facility DTransfer of Ownership I I A. Emergency 24-Hour Contact (name, area code, phone): Days ¿:-";H,f;I"P~.A;;/<) .. ./ Nights rl' / Fac il i ty Name ¡\"\ <"" .. < y Æ. S ,;:; I ;;. / ' No. of Tanks ;;Z... Type of Business (check!): [JGasol1ne Station [j1Other (describe) 4 S.ø; ~ / Is Tank(s) Located on an Agricultural Farm? Dyes taNo ' Is Tank(s) Used primarily for Þtgricultural Purposes? Dyes tiiJ No Facility Address 1-2 Ij~ ~.~1< Q330/ Nearest Cross St. T . R SEC (Rural Locations Qlly) OWner }~~ Ijo ~. Contact Person Address ' ,() f Cf Zip '/3.3 ad-Telephone Operator Contact Person Address Zip T(Ùephone B. Water to Facility Provided by c$£;,1 l.//'~ il. Depth to Groundwater Soil Characteristics at Facility I' Basis for Soil Type and Groundwater Depth Detenninations :);:, 7-3,)' '/ J , I A .sf: CA Contractor's License No. Zip Telephone Proposed Completion Date Insurer c. Contractor Address Proposed Starting Date Worker's Compensation Certification I D. If '111is Permit Is For Modification Of An EXisting Facility, Briefly Describe Modifications Proposed E. Tank (s') Store (check all that apply) : ~! Waste Product Motor Vehicle Unleaded Regular premiUID Diesel Waste Fuel Oil I D D 0 D 0 0 ~ 0 :1_ 0 0 0 0 0 0 m- 0 0 D 0 B B 0 B B 0 0 0 [J F. Chemical Composition of Materials Stored (not necessary for motor vehicle fuels) Tank t Chemical Stored (non-cOl'lll\ercisl name} CA£ t (if known) Chemical Previously Stored (if different) G. Transfer of OWnership Date of Transfer Previous Facility Name I, PY:"ev ious Owner accept fUlly a'l 'õblf'qatíons of Permit tÐ. issued to I understal"LJ '"oat the PermittiFY:J Authority may review aOO modify or terminate the transfer of the Peonit to Operate this underground storage facility upon receiving this completed focm. _._a__. 'Itlis form has been canpleted under t~ue and cor~ Slgnature I, penalty of per jury al1d to the best of my knowledge is , ..,. .. _..,'_..._ 'fir ,.,. A/II!. . t'/ E/!I~/A'E~te ~ /~ð/ t5JJ r ae l.ll t.y Name IV, ,-', pe nn 1 C i-I 00(,; I c..- H. , / ' TANK .8 ' (FILL OUT SEPARATE rom-AK ~ TANK) FOR EACH SECTION, CHECK ALL AP~ BOXES ' No. 1. Tank is: DVaulted DNcm-vaulted OD:>uble-Wall t:JSingle-wall 2. Tank Materi'al -gCarbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass~lad Steel Fiberglass-Reinforced Plastic 0 Concrete 0 lù.\.Ininum 0 Bronze OUnknown Other (describe) Primary Containment Date Installed Thickness (Inches) / r5S- :Y'? 4. Tank Secondary Containment o Doublf!-Wall-r:J synthetic Liner Dather (describe): OMaterial 5. Tank Interior Lining -rfRubber [Jlù.kyd DEpoxy DPhenolic DGlass DClay rzl-ll'1lined Dll'1known Dather (describe): 6. Tank Corrosion Protection -UGalvanized DFiberglass-Clad OPolyethylene Wrap OVinyl Wrappin;) ßTar or Asphalt Dunknown DNone Dother (describe): Cathodic Protection: DNone DIm pressed CUrrent System [JSacrificial Anode System Describe System' Equipnent: 7. Leak Detection, Monitoring, and Interception . a. Tank: DVisual (vaulted tanks only) LrGrourrlwater Monitori~ Well (s) o Vadose Zone Monitoring Well (s) D U-Tube Wi thout Liner o U-Tube wi th Canpatible Liner Directin¡ Flow to Moni tori~ Well (s) · o Vapor Detector· 0 Liquid Level Sensor 0 Conductivit¥ Sensor· o Pressure Sensor in Annular Space of Double Wall Tank o Liquid Retrieval , Inspection Fran U-Tube, Moni toring Well or Annular Space o Daily Gaugir~ , Inventory Reconciliation 0 Periodic Tightness Testing Ia None 0 unknown 0 Other b. Pip in;): DFlow-Restricting Leak Detector(s) for pressurized Piping'" o Moni toring SlJDp wi th Raceway D Sealed Concrete Raceway o Half-CUt Canpatible pipe Raceway D Synthetic Liner Raceway JSJ None o Unknown D Other *Describe Make' Model: Tank Tightness Has 'nus Tank Been Tightness Tested? Date of Last Tightness Test Test Name Tank Repair Tãñk Repaired? DYes )2JNo Dunknown Date(s) of Repair(s) Descr"ibe Repairs Overfill Protection ~ator Fills, Controls, , Visually Monitors Level [jTape Float Gauge DFloat Vent Valves 0 Auto Shut- Off Controls BCapacitance Sensor DSealed Fill Box DNone Dtk1known Other:' List Make , Model For Above Devices 3. Capacity (Gallons) -3 ,^t ¿) ('1 Manufacturer OLined Vault gJNone Ounknown Manufacturer: ' Capacity (Gals.) -- Thickness (Inches) 8. DYes DNo ,Øunknown Results of Test Testing Canpany 9. 10. 11. Piping a. Underground Pi ping: t8I Yes DNa Dunknown Mater ial fe- /¿ /(! ,'" ,(- Thickness (inches) Z::~" I- Diameter.), h.. " Manufacturer / / DPressure I3Suctlon QGravi ty Approximate Le~th of Pipe R1.I1 /::' b. Underground Piping Corrosion Protection : DGalvanized DFiberglass-Clad OImpressed CUrrent DSacrificial Anode DPolyethylene Wrap DElectrical Isolation Dvinyl Wrap ØTar or Asphalt DUnknown o None DOther (describe): c. Underground Piping, Secondary Containment: ODouble-Wall DSynthetic Liner System ~None Dunknown []Other (describe): facill ty Name " H~ /) penni t No. ¡ 7 COol c,. / - TANK _.-:.. (FIL~ OUT SEPARATE ~ EACH TANK) FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES -- 1. Tank is: D.vault:ed o Non-Va ul ted DDouble-Wall [SJSingle-Wall 2. Tank Material ãcarbon Steel D Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-<:lad Steel Fiberglass-Reinforced Plastic 0 Concrete 0 Alllnim.ln D Bronze DUnknown Other (describe) primary Containment Date Installed Thickne~s (Inches) ; ..,~ .-- ,- '~ / I -'" / 7 -."7 "'] -/ / (:7 Tank Secondary Containment DDouble-WaU--r:J Synthetic Liner OOther (describe): DM:iterial Tank Interior Lining -rfRubber 0 Alkyd OEpoxy DPhenolic DGlass DClay atl'1lined Dtl'1known DOther (describe): Tank Corrosion Protection -rTGalvanized DFiberglass-Clad DI'>lyethylene wrap DVinyl wrappiBJ tslTar or Asphalt DUnknown DNone DOther (describe): ' , Cathodic Protection: DNone [JDnpressed CUrrent System L1Sacrificlal Anode System Descril:e System & Equipnent: Leak Detection, Monitorií1' and Interception , ~Tank: OVisual (vau tad tanks only) LrGrourx:!WI!Iter Mc:>nitorin:i well (s) D Vadose Zone Mani todl'XJ Well (s) 0 U-Tube Without Liner DU-Tube with Canpatible Liner Directi~ Flow to Monitorirg Well(s)* o Vapor Detector* 0 Liquid Level Sensor 0 Conductivit~ Sensor* o Pressure Sensor in Annular Space of DoQble Wall Tank o Liquid Retrieval & Inspection Fran U-Tube, Moni toriBJ Well or Annular Space o Daily Ga~iBJ & Inventory Reconciliation 0 Periodic Tightness TestiBJ m None 0 unknown 0 Other b. PipiBJ: 0 Flow-Restrictirg Leak Detector (s) for Pressuri zed PipiBJ'II' o Moni toriBJ SlDp wi th Raceway 0 Sealed Concrete Raceway o Half-Cut Canpatible Pipe Raceway 0 Synthetic Liner Race~y 18lNone o Unknown 0 Other *Describe Make & Model: Tank Tightness Has ThlS Tank Been Tightness Tested? Date of Last Tightness Test Test Name 9. Tank Repair Tank Repaired? DYes mNo Dunkno\ro/l1 Date(s) of Repair(s) Describe Repairs OVerfill Protection ~ator Fills, Controls, & visually Monitors Level DTape Float Ga~e DFloat Vent Valves 0 Auto Shut- Off Controls BCapacitance Sensor DSealed Fill Box DNone DUnkno\ro/l1 Other: List Make & Model For Above Devices 3. 4. Capacity (Gallons) /-='Î:? (7 Manufacturer 5. o Lined Vaul t ŒINone 0 t.k\knowt Manufacturer: Capacity (Gals.) -- Thickness (Inches) 6. , 7. 8. DYes ~ Ounknown Results of Test TestiBJ Canpany 10. 11. Piping a. Underground Piping: rzlYes DNo DUnknown Material Thickness (inches) Diameter ~ Manufacturer [JPressure ~Suction (JGravity 'Approximate Length of b. Underground Piping Corrosion Protection : DGalvanized DFíberglass-Clad DImpressed CUrrent OSacrificial Anode [Jpolyethylene Wrap DElectrical Isolation OVinyl Wrap OTar or Asphalt DUnknown [JNone DOther (describe): c. Underground Piping, Secondary Containment: fElDouble-Wall []Synthetic Liner System DNone OUnkno\ro/l1 '[]Other (describe): Cf:I f'pf, J ' pi pe RLn 1,-" / / ( , -, , il~rt~~~ ,···'··I·A~ , if~~~fl~~ "" j", "'",. ,,"f :"f., .' II I I , ; , ' ; ï: . " ¡ -1,,;-' f· .;..;.,'~~:;'. ~. \t . .. ;~. t,,:,: > ',' · . PROJECT MANUAL MERCY HOSPITAL TRU¿YTUN ELECTRICAL UPGRADE PROJECT NO. BB-1B1R OWNER: MERCY HOSPITAL 2215 Truxtun Avenue ( P . O. Box 11 9 ) Bakersfield, CA 93302 By: ~ ¿[leø:;- Mike De Petro STATE OF CALIFORNIA: O.S.H.P.D. APPLICATION NO. ARCHITECT AND CONSULTING ENGINEERS: MINNER & DAVIS STRUCTURAL ENGINEERS 1716 Oak Street Bakersifeld, CA 93301 (805) 324-9724 By: ~~~ Warren Minner ~ SE-863 BFGC ARCHITECTS PLANNERS INC. P.O. Box 9698 (31 So. Real Road) Bakersfield, CA 93389-9698 (805) 832-8122 INTERSTATE ENGINEERING INC. CONSULTING ELECTRICAL ENGINEERS 127 East Belmont Avenue Fresno, CA 9370 (209 486-1 51 EE-5101 · . TABLE OF CONTENTS TO PROJECT MANUAL TITLE & SIGNATURE PAGE TABLE OF CONTENTS ADDENDA (To Be Inserted) INDEX OF BID PACKAGES BIDDING REQUIREMENTS Notice to Contractors Instructions to Bidders Supplementary Instructions to Bidders Bid (Proposal Form) List of Subcontractors CONTRACT DOCUMENTS Agreement Performance Bond Payment Bond Certificate of Insurance Tests and Inspections Form CONDITIONS OF THE CONTRACT DIVISION 1 - GENERAL REQUIREMENTS 01010 01040 01090 01310 01340 01500 01600 01700 Summary and Alternates Coordination and Quality Control Definitions & Standards Schedules, Reports, Payments Submittals Temporary Facilities Products & Substitutions Project Closeout ':" DIVISION 2 - SITEWORK 02070 02110 02200 Selective Demolition Site Clearing Earthwork DIVISION 3 - CONCRETE 03010 03012 Concrete Work (Edit Reinforcing) Concrete & Masonry Reinforcement TABLE OF CONTENTS-1 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . 2 { DIVISION 4 - MASONRY 04230 Reinforced Unit Masonry (Edit Reinforcing) DIVISION 5 - METAL & STEEL 05500 Metal Fabrications DIVISION 6 - WOOD & PLASTICS 06300 Carpentry - Rough & Finish DIVISION 7 - THERMAL & MOISTURE PROTECTION 07600 Flashing & Sheet Metal DIVISION 8 - DOORS & WINDOWS 08110 Steel Doors & Frames 08700 Builders Hardware DIVISION 9 - FINISHES 09200 09900 Lath & Plaster (Includes Veneer Plaster) Painting 10900 DIVISION 10 - SPECIALTIES Miscellaneous Specialties DIVISION 11-14 - Not Used DIVISION 15 - MECHANICAL 15450 Fuel Oil Storage System DIVISION 16 - ELECTRICAL 16010 16031 16210 16320 16321 16460 16470 16473 Scope, General Requirements and Basic Materials Special Electrical Tests Emergency Engine Generator Set - 600 KW Metal-Clad Switchgear Load Center Unit Substation Dry Type Transformers Distribution Switchboards Transfer Switches TABLE OF CONTENTS-2 Mercy Hospital Truxtun - Electrical Upgrade 88-181R - . 1 \, ADDENDUM - MERCY HOSPITAL ELECTRICAL UPGRADE ADDENDUM NO: ONE (1) DATE: JUNE 26, 1989 PROJECT: MERCY HOSPITAL ELECTRICAL UPGRADE PROJECT NO: 88-l81R BID OPENING LOCATION: POZZO CONSTRUCTION CO. 2894 Rowena Avenue Los Angeles, CA 90039 (213) 666-5440 ARCHITECT: BFGC ARCHITECTS PLANNERS INC. P. O. BOX 9698 BAKERSFIELD, CA 93389-9698 (805) 832-8122 BID DATE: JUNE 29, 1989 BID TIME: 2:00 PM NOTICE'TO ALL CONTRACTORS SUBMITTING BIDS FOR THIS WORK AND TO ALL PLAN HOLDERS: You are hereby notified of the following changes, clarifications or modifications to the original Contract Documents, Project Manual, Drawings, Specifications and subsequent Addenda. This Addendum shall supercede the original Contract Docu- ments, and previous Addenda wherein it contradicts the same and shall take, precedence over anything to the contrary therein. All other conditions remain unchanged. A. CHANGES AND/OR CLARIFICATIONS TO THE DRAWINGS: Item ( 1) Refer to Sheet E.l, Reference Note No. 10. Replace note with the following: . Abandon existing transformers after new distribution section is energized. The Owner will remove the transformers at a later date. Item ( 2) Refer to Sheet E.2, single line diagram, Demolition Note No.2. Replace note with the following: Existing transformers shall be de-energized and abandoned in place. Item ( 3) Clarification Note: Bids may be transmitted by Facsimile Machine (Faxxed) to Pozzo Construction Company at (213) 666-3935. ADDENDUM NO. ONE MERCY HOSPITAL ELECTRICAL UPGRADES - 88-l8lR e, . '. ';:~"'/~' . - CONFORMANCE WITH CONTRACT DOCUMENTS, ;~rf~~4;~i~:~~§~~Jf.:~';~:¡. PROJECT MANUAL' DRAWINGS ';ANDSPECIFICATIONS :f:<', ,~:.,; .:<;t;=f!f:~¿;,~I~:~~]~~':~1~F~~~~:;~??;~9{:: strict conformance with the Contract,DocúmÉmts',,;~<>t'~;~~;JÞ:'" " - ,~__,,..~,,,.., "_.,:,-_. ~_. ._~ .. _.....I<j~:'_~;L;.; -"¡"" -" Specifications as they pertain. to work"ofa'similar-,:'·'i~~3' '. "~~~;i::~;i~~:,;;~:~~~Z All addenda work shall be in Project Manual, Drawings and nature. FRANK A. C-3132 BFGC ARCHITECTS PLANNERS INC. BY: d·,~·. I' J". .. ADDENDUM NO. ONE MERCY HOSPITAL ELECTRICAL UPGRADES - 88-181R e e ( SECTION 01010 - SUMMARY AND ALTERNATES PART 1 - GENERAL .,,' .... '. ..... -..,,'; :'~ ". ~~ ,tl...-\ .... ", ';;': ~) RELATED DOCUMENTS: . " Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 sections, apply ,to ,work ~f this section. ,"', ,~, ,," -." ,~t,..' . ~ '-r~:'" ~:¡;:r ~: .::"'~ ,i PROJECT/WORK IDENTIFICATION: . "";~:>t:.~<;:.~:~ . ,- .' ~"d-':}: .(. " ~ General: Project name UPGRADE on contract documents prepared by BFGC ARCHITECTS PLANNERS INC. Drawings and specifications are dated 04/24/89.'" ''-''''~'.."~",,.., ,f ,.",". is MERCY HOSPITAL TRUXTUN : ''::Y ÊLÊCTRlëA:L Contract "Documents " indicate provisions of project which limited to the following: . . .:..,.... '" '-,.<f . the work of Contract, '."and ,relatèd may include but are not "necessarily c .....",. .... ~:: &._ "': ;i ~';'<J '.> : " ;..: - of' ~.:" . ;-" -> . :~ ,- . Existing site conditions and restrictions. Work performed prior to work under this Contract. -':"'1 ,!:. ~ .- , .~. ~)" .[ . -. -"" '~. .~.; . _." .... -;;;.-:- . .. . - ....:....;;: ,'t...-;-,,;" Alterations and coordination with existing work~' Work to be performed concurrently by Owner. - '-, # _.,_0_. Work to be performed concurrently by separate Contractors. Work to be performed subsequent to work of this Contract. Alternates assigned as work of this Contract. Requirements for partial Owner occupancy prior to completion of the Contract Work. Summary by References: Work of Contract can be summarized by reference to the Contract, General Conditions, Supplementary Conditions, Specification Sections, Drawings, Addenda and Modifications to the Contract Document issued subsequent to the ini tial printing of this project manual, and including but not necessarily limited to printed matter referenced by any of these. It is recognized that work of Contract is also unavoidably affected or influenced by governing regulations, natural phenomenon including weather conditions, and other forces outside the contract documents. SUMMARY AND ALTERNATES 01010 Mercy Hospiial Truxtun - Electrical Upgrade SS-lSIR - e 2 .' Abbreviated Written Summary:, Briefly, and without force and effect ~ upon contract documents, work of Contract can be summarized as follows: The-project consists of updating the existing power distribution system, and emergency generator with associated transformers and high voltage switchgear, feeders, and emergency power distribution including, but not limited to, demolition, site work, earthwork, concrete block enclosure, trenching, concrete work, electrical work, fuel oil piping to existing storage tank, and relocation of Fir~ Department connection as indicated. "...~.'!.."'. - ,~",.---_..._: ...;~. : " ...~. : ,": . ..~.- CONTRACTOR USE OF PREMISES: - ,~ , '. . ': .. ~ :')~. .~ ."- .~) . . .'. . :' ~~. ~ " .. -, General: The Contractor shall limit his use of the premises to the work 'fridicated,so as to ,allow for Owner occupancy and use by t' he P' ubI ~c . '., --... ,,'.V "';;;,' û: ~>,,; "7"".:' '...',".' "~. . · .~._~ ~. -~-- ;".¡.', ):.:~~:..~.;'~',""-7 1. ~~~-:c.~,: ~ ~-'7r:'" ~~ Use of the Site: Confine operations at the s"i te·'·'t'o th~' ~~-ea~ permitted under the Contract. Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and 'regulations affecting the work while engaged in project construction. ..,....-......- . -' .. ;-'- :', ~.;;~:.:_. :. r .... .. - Keep existing driveways and entrances serving the 'premises clear and available to the Owner and his employees at all ( times. Do not use these areas for parking or storage of materials~ -.. Do not unreasonably encumber the site with materials or equipment. Confine' stockpiling of materials' and location of storage sheds to the areas indicated. Contractor Use of the Existing Building: Maintain the existing building in a safe condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period. Keep public areas such as public through far~s, sidewalks, stairs, service entry and Emergency ~oom drive approach areas free from accumulation of waste material, rubbish or construction debris. Smoking or open fires will not be permitted within the building enclosure or on the premises. SUMMARY AND ALTERNATES 01010 Mercy Hospital Truxtun - Electrical Upgrade SS-181R ( (: - . 3 OWNER OCCUPANCY: Full Owner Occupancy: The Owner will occupy the site and the existing building during the entire period of construction. Cooperate fully with the Owner or his representative during construction operations to minimize conflicts and to facilitate Owner usage. Perform the work so as not to interfere with the Owner's operatipns. ~ ALTERATIONS AND COORDINATION: 't General: The work of this Contract includes coordination of entire work of project, including preparation of general coordination drawings/diagrams/schedules, and control of site utilization; from the beginning of activity, through the project close-out and warranty periods. Alterations: Where applicable, requirements of contract documents apply for alteration work in same manner as for new construction. Performance Requirements for Completed Work: General: The contract documents indicate intended occupancy and utilization of building and its individual systems and facilities. Compliance with governing regulations is intended and required, for the work and for Owner's occupancy and utilization. SCHEDULE OF ALTERNATES: PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable). END OF SECTION 01010 ~ SUMMARY AND ALTERNATES 01010 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e - ( \ SECTION 01040 - COORDINATION AND QUALITY CONTROL PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 sections, apply to work of this section. " . r" '. .c," "r . SUMMARY: , ~ '-.-.... :~ r'::':"'~1:<>,': -'j': .) ..... ....';y¡ The'~ types of minimum requirements for procedural and' p~'rforma~ce' work of a general nature include but are not necessarily. limited to the following categorie~: ..""" ,..., ..,'.', ';i..:" ,<;. '¡ - :_'" r:·:' , - :.'~ " ' " ~." . "Coordination and meetings. ",_ ..,...,;. , . "'n. -/\.'":~"",,',j,,::,;;,,¡::¡,,qt;::',!J '.>.~<':" Surveys and records or reports'" ~ ~L"._:,,..'\~,"h'''::;"''~ ,?.:,;~ ~,Ð.jY~~~Y~i,-:::.t4' , :.. Limi tations for use of site. " ." :'~',~.r :.::;\ " ;'...,'-)';i,";~..;: :';';" :,..~,.~,*,tJ;$'l Inspections, tests and reports. . ".'~"" '~',,,!~', ·",.f': ';--',~'1 ,-;",,-",, ~":"ìl: General installation provisions. Cutting and patching. Cleaning and protection. " ~'.; -~ r:: ~ . - ~ ,,:. j , . , , . !.~: COORDINATION AND MEETINGS: ~ . ~ l':" 0; ...~ ,;"'" - ~ '. '~":" General: Prepare and distribute to each entity performing work at project site, a written memorandum ,of instructions on required coordination activities, including required notices, reports and attendance at meetings. Prepare similar memorandum for separate contractors where interfacing of work is required. Each entity involved in the performance of work for entire project shall cooperate in the overall coordination of the work. Each entity, when requested, shall promptly furnish information for its portion of the work and shall respond promptly to the decisions and requests of personnel designated for coordination, supervisory, administrative, or similar functions. Refer to summary section for a description of the entire project (within and outside of the work of Contract). Each trade installing concealed work, to whicH access must be available to the Owner after completion, shall furnish appropriate access doors and frames and/or pull boxes as indicated. COORDINATION AND QUALITY CONTROL 01040 Mercy Hospital Truxtun - Electrical Upgrade 88-181R I, e e 2 c The Contractor is responsible for coordination of structural, mechanical, and electrical elements prior to installation. Structural elements take precedence. All penetrations of structural elements 'must have approval of the Architect ,or Structural Engineer. Rerouting of piping, or conduit around structural, mechanical or electrical elements is the responsibility of the mechanical or electrical subcontractors respectively 'and are not changes in the work and no claims for additional cost therefore will be valid. .,)' -'. t.. .,:".,':. ~ ..:_.~ .~. ~.. . :. --. .~"_. . .<~.~1..;. ~':., "'1" ,.1. ~.'" --:-. -3.{- ~~~ Monthly Coordinatiòn Meeting: In addition to specific coordination meetings for each major element of work, and regular~project meetings for other purposes (as indicated elsewhere in the contract documents), hold monthly general project coordination meetings at regularly scheduled times which are 'convenient ~for ~everyone invol ved. Request representation (at eaéh meeting) by every entity currently involved in coordination or planning for the work (of the entire project). Conduct meetings in a manner which will -resolve coordination problems. Record results of meetings and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from e~ch meeting. -"...~,'.,;..~ :.;o~....' ~'/>¡o--"'"; _At Contractor's option, monthly coordination meeting can be held integrally with monthly progress meeting as specified in section n~ched~~es, Re~orts, Paym~nts.n ( .' - . . .. .. .w _ .. _ -"'" ~ CHANGES IN THE WORK: O.S.H.P.D. Approval: Changes to the Drawings or Project Manual shall be made by Addenda prior to bidding or by Change Order after contract award. Addenda and Change Orders shall be approved by O.S.H.P.D. per Title 22 and Title 24 respectively. The intent of the drawings and specifications is to construct the hospital emergency generator enclosure in accordance with Title 24, California Code of Regulations. Should any conditions develop not covered by the Contract Documents wherein the finished work will not comply with said Title 24 (CCR), a Change Order detailing and specifying the required work shall be submitted to and approved by OSHPD before proceeding with the work. <" COORDINATION AND QUALITY CONTROLOI040 Mercy Hospital Truxtun - Electrical Upgrade SS-ISIR <. - e 3 ( SURVEYS AND RECORDS/REPORTS: General: Working from lines and levels established by property survey, and in relation to the work, establish and maintain bench marks and other dependable markers to set lines and levels for the work at each level of construction and elsewhere on site as ,needed to properly locate each element of entire project. Calculate and measure required dimensions as shown (within recognized tolerances if not otherwise indicated); do not scale drawings to determine dimensions. Advise tradesmen performing the work, of marked lines and levels provided for their use in layout of work. _,...'" -" py . _'to J't' : Li:-~3:t.A,:-:'¡·~ .. ,.: " ':' ',,,;,; " ." -,v"',', ~...~!,:);,~,~ :; ':;',), '''".,.., "': '~'J>::: .';? -'."...'.,.,;:,.-~~... " "':,-:-:,¡ ,;¡- Survey Procedures: Verify layout information shown on' drawings,' " in relation to property survey and existing bench marks '. before. proceeding with layout of actual work. ;:.$As work pro.~eeds ;'~:C::heck ~' every major' ëlement for line, :'level and plumb (where applicable L~~'~' and maintain 'an accurate surveyor's log or record.book·, of' ~such'" checks, available for Architect's or Engineer's "referenc~-;at'ë reasonable times. Record deviations from required lines and levels, and advise Architect or Engineer promptly upon'detection of deviations exceeding indicated or recognized tolerances.. Record deviations which are accepted (not corrected) on record dr~w,i~~.~.._:; " -...--~ . ':?-... ": ~" :: .-~ ..: - '~:.''''': '¡ - ';¡"-. - . LIMITATIONS FOR USE OF SITE: General: '·In addition to site utilization limi.tations and requirements shown on drawings, and indicated by other contract documents, administer allocation of available space equitably among entities needing access and space, so as to produce best overall efficiency in performance of total work of project. Schedule deliveries so as to minimize space and time requirements for storage of materials and equipment on site. TRADESMEN AND WORKMANSHIP STANDARDS: General: Instigate and maintain procedures to ensure that tradesmen performing work at site are skilled and knowledgeable in methods and c'raftsmanship needed to produce required quality-levels for workmanship in completed work. Remove and replace work which does not comply with workmanship standards as specified and as recognized in the construction industry for applications indicated. Remove and replace other work damaged or deteriorated by faulty workmanship or its replacement. COORDINATION AND QUALITY CONTROL 01040 Mercy Hospital Truxtun - Electrical Upgrade SS-lSlR e e 4 Availability of Tradesmen: At each progress or coordination meeting, review availability of tradesmen and projected needs to accomplish work as scheduled. Require each prime entity employing tradesmen to report on current and pending trade union actions and jurisdictional matters which might affect progress of work. Where possible, consider alternatives and take actions to avoid disputes and delays. .' " c .... . : . . j ~.. .' . , . -'.... "'" . INSPECTIONS, TESTS AND REPORTS: ~ " General: Required inspection and testing services are intended to assist in determination of probable compliances of the work with requirements, but do not relieve Contractor of responsibility for those compliances,'or for general fulfillment of requirements of contract documents. Specified inspections and tests ,are not intended to limit Contractor's quality control ·program. ):.~Afford , reasonable access to agencies performing tests ~nd :inspections.'~~~ . ~ ';...~ :. ,! -' ~'J '" ~ ~ ..~:-:::_:..... ,;ft,.-, :: ':-C ~~".'7 .~...~~;- '1:>:~..)\ '-'''''''1 -:~_:~\~,~.,(.;. *";~~: 4 '. ~':~I..k:.~~~·:~ Residual Owner Responsibility:,:' In specification - sëctioñ.s"'~:òf Division 2 through 16, whatever required inspection, testing and similar quality control provisions to be performed by independent agencies (not directly by the Contractor) and not indicated to be Contractor's responsibility shall be Owner's responsibility. - ' ~ .-- ,'.. _. _ ,': .-..: ·ß:'·J.~:·~~~_~,:-~r~·.".· In accordance with the General Conditions, the Contractor shall give the Owner, inspector (if any) and the Architect timely notice of the work's readiness for all required tests and inspections. Testing and inspection shall be performed as required by the form enti tIed "Structural Tests and Inspections", a sample copy of which is herein bound. Required testing is stipulated in each specification section. ( Independent Testing Laboratory: The Owner will provide, bear all costs and select independent Testing Laboratory services with advice and acceptance of the Archi teet and his Consultants except in the case of failure as provided by the General Conditions when the Contractor will bear all costs of the service selected by the Owner. Samples for tests shall be taken by the Inspector -or a representative of the approved testing laboratory and not by the Contractor. COORDINATION AND QUALITY CONTROL 01040 Mercy Hospital Truxtun - Electrical Upgrade aa-1a1R ( e e 5 ( OSHPD TEST REPORTING: One copy of all test reports shall be forwarded to the Office of the Statewide Health Planning and Development (OSHPD) by the testing agency. Such reports shall include all tests made, regardless of whether such tests indicate that the material, is satisfactory or unsatisfactory. Samples taken but not tested. shall also be reported. Records of special sampling operations as required shall also be reported. The reports shall show that the material or materials were sampled and tested in accordance with the :requirements of Title 24 and with the approved specifications. Test reports shall show the specified design strength. .:They"shall also ,state definitely whether or 'not, the material . or ,:materials tested comply with the requirements. " .. .~' ....,.! -......:,. ;¿ .~'." '!" .. " VERIFIC~!~?~:::~: ~~~'1' ~~PO~:~~;,:;?~ ~~~;? ::~~".t';.'¡:;;:'~¡'.~~ 'l,~~~,:~h:~~rc~~~,~U:~:1,¿ ,,::::.,~,- Each testing agency shall submit to the Office of Statewide Health Planning and Development a verified report in duplicate covering all of the tests which were required to be made by that agency during the progress of the project. .Such report shall be furnished each time that work on the project is suspended, covering the tests up ,to that ~ime, and at the completion of the project, covering all tests. " ':;". ,~:.~ ... '..:. ., PART 2 - PRODUCTS (not applicable) . -'..,: . .:""::.r..... :. -:0., ... c....:~.:~ ~ ." PART 3 - EXECUTION INSPECTION SERVICES: INSPECTION BY THE OWNER: The Owner and his representatives shall at all times have access for the purpose of inspection to all parts of the work and to the shops wherein the work is in preparation, and the Contractor shall at all times maintain proper facilities and provide safe access for such inspection. COORDINATION AND QUALITY CONTROL 01040 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 6 The Owner and his representatives shall have the right to reject materials and workmanship which are defective, or to require their correction. Rejected workmanship shall be removed from the premises without charge to the Owner. If the contractor does not correct such rejected work wi thin a reasonable time, fixed by written notice, the Owner may correct same and charge the expense to the Contractor. " , " : " ::-- " '!:' ~, . , i I Should it be considered necessary or advisable by the Owner at any time before final acceptance of the entire work to make an examination of work already completed by removing or ,tearing out " the' same, the Contractor shall on request promptly._ furnish all:. necessary facilities., labor and materials., If such work is found" to be defective in any respect due to fault of the Contractor ':or ',: his subcontractor, he shall defray all expenses of such examinations and of satisfactory reconstruction. .. If, however, ,such, work is found to meet the requirements of the Contract, <the' additional cost of labor and material ,necessarily involved ,in the : examination and replacement shall be allowed by the' ,Cont'ractor. -:..~- BY THE OWNER'S INSPECTOR: (Clerk of the Works, OSHPD approved) -> .. In accordance with the requirements of the State of California Code of Regulations, Title 21, the Owner shall employ as his representative a duly qualified licensed Inspector approved by the ( Office of Statewide Health Planning and Development (OSHPD), by the Architect and his Consulting Structural Engineer. The Inspector's duties are specifically defined in Section 42 of Title 21. He will perform his duties under the direction of and report to the Owner and the Architect. The primary duty of the Inspector is to check the Contractor's work for compliance with the Contract Documents. The Contractor will provide the Inspector access and facilities for access to all the work at all times and will provide a field office for the Inspector in accordance with Section 01500. COORDINATION AND QUALITY CONTROL 01040 Mercy Hospital Truxtun - Electrical Upgrade 88-181R ( ( e e 7 The work of construction in all stages of progress shall be subject to the personal continuous observation of the Inspector. He shall have free access to any or all parts of the work at any time. The Contractor shall furnish the Inspector reasonable facilities for obtaining such information as may be necessary to keep him fully informed respecting the progress and manner of the work and the character of the materials. Inspection of the work shall not relieve the Contractor from any obligation to fulfill the contract. The presence of an Inspector shall in no way change, mitigate or alleviate the responsibility of the Contractor. , ~ , The, Inspector shall have authority to stop the work whenever the provisions of the Contract Documents are not being complied with,: and the Contractor shall instruct his employees accordingly ." .,,:,.~, 't ., . ..... --.,.... ~- <:. ...~, "'I '.' ·r "._ . _. .. , - . ' '~ '~\i." ~ .; In case any dispute arises between the Contractor and the Inspector, as to materials furnished or ,the manner of performing, the ,work, the Inspector shall have the authority to reject materials ':ôrsuspend the work until',dispute·at, --,issue can -be referred or sèttled. The Inspector is not authorized to change, revoke, alter, enlarge, decrease in any way any requirements of Contract Documents, nor to issue directions contrary to the Contract Documents, drawings, project manual, specifications or change orders. " '_, _ '-'. .." ,., ' ,""" .,. - . - .' .' ~ :~~ . .' :: ..,..,- . ;"', '... ; . -. -~. -. -. . ." GENERAL INSTALLATION PROVISIONS: Installer's Inspection of Conditions: Require Installer of each major unit of work to inspect substrate to receive the work, and conditions under which the work will be performed, and to report (in writing to the Contractor) unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to Installer. Manufacturer's Instructions: Where installations include manufactured products, comply with manufacturer's applicable instructions and recommendations for installation, to whatever extent these are more explicit or more stringent than applicable requirements indicated in contract documents. Inspect each item of materials or equipment immediately prior to installation, and reject damaged and defective items. COORDINATION AND QUALITY CONTROL 01040 Mercy Hospital Truxtun - Electrical Upgrade S8-181R e e 8 Provide attachment and connection devices and methods for securing work properly as it is installed; true to line and level, and within recognized industry tolerances if not otherwise indicated. Allow for expansions and building movements. Provide uniform ,joint widths in exposed work, organized for best possible visual effect. Refer questionable visual-effect choices to Architect for' final decision. '0< 4 , ", . -. "'~:.-?' ~... ~:'v.::;~' ~~. ,t.t :~ .-~. r,."., \, . ... - _ '- ¡.,,- ., ~ . ' ~ ~ Recheck measurements and dimensions of the work, as an integral:;, st~l~,of ~tarting each installation. .' <:;;'..., Install work during conditions of temperature ,. humidity',' ~xpo'su;'e, :.:: forecasted weather, ,and status of project completion which will' '~, ensure best possible results for each unit of work, in coordinåtion ':""c with entire work. Isolate each unit of work from non-compatible work, as required to prevent deterioration. ' ... O,,~j~ ._ _ ,~-:: .~;'~; , :;: , ' _ ,. ( :, . ,U~ ':' 'v, ,:, ~~ "~:: ~ ~ r': ''::, '~~ '! ::~ èj~::.(,~l:' :;:; Coordinate enclosure (closing-in) of work with re,quired 'inspèètions" , " and tests, so as to avoid necessity of uncovering work for that ,A purpose. Mounting Heights: Except as otherwise indicated, mount individual units of work at industry-recognized standard mounting heights, for applications indicated. Refer questionable mounting height choices to Architect/Engineer for final decision.." " ( CUTTING AND PATCHING: .. . ...... . General: Do not cut-and-patch structural work in a manner resul ting in reduction of load-carrying capacity or load/deflection ratio; submit proposed cutting and patching to Architect/Engineer for structural approval before proceeding. Do not cut-and-patch operational elements and safety-related components in a manner resulting in reduction of capacities to perform in manner intended or resulting in decreased operational life, increased maintenance, or decreased safety. Do not cut-and-patch work which is exposed on exterior or exposed in occupied spaces of building, in'a manner resulting in reduction of visual qualities or resulting in substantial evidence of cut-and-patch work, both as judged solely by Architect. Remove and replace work judged by Architect to be cut-and-patched in a visually unsatisfactory manner. COORDINATION AND QUALITY CONTROL 01040 Mercy Hospital Truxtun - Electrical Upgrade 88-181R ( e e 9 (H' Materials: Except as otherwise indicated or acceptable ,:to ,,~;; Architect/Engineer, provide materials for cutting-and-patching which will result in equal-or-better work than work being cut-and~patched; in terms of performance characteristics and including visual effect where applicable. Use materials identical.,? with original materials where feasible and where recognized that ~~, satisfactory results can be produced thereby .2,;',,;.., ,,¡<i"r'~ . - ~.: }" ,.; '1õ . .... . ,-._. Temporary Support and Protection: Provide adequate temporary support for work to be cut, to prevent failure. Do not endanger other work. Provide adequate protection of other work during cutting-and-patching, to prevent damage; and provide protection of the work from adverse weather exposure. - . ''"~. -; -;:;,":' ¥~. :j~ ~\..;:'~:-;¡L·;..m,±·;...t . .,4 \'" ~~ ~'.' . /' 'P'" , ~i: ,;... ~ ~.: : :.\ . Cut work by methods least likely to damage work to be retained and work adjoining. ' ..,. ....... . "i,\~.!, '. ;'-}'~".'.'...., è :,¡ .}..I, ...".............. -~....;..": ~-".J,~~:li;:{.:::;1l ruu·~':'._~~:.);r'·:ì~:,,~,~')- ~~?:!. - .v"',':::' ~,,'1 ~.::" ....... ~ '::."; ." . . . ~ w _ ... - . \\ i+:~~·l!":··';\·:~)~::··-t.::J·"'.J. ~..s.::~1:"'..èi$,"';';.~i;~;Ó· ': "Where physical cutting action is required,'cut work with sawing 'and grinding tools, not :wi th hammering and chopping tools. Core drill openings through concrete work. Comply with the requirements of applicable sections of Division '2 where ,'cutting-and-patching requires excavating and backfilling. ' -. ;; ::':·;:r:.," ~ .: ù", ''''', .~~~.I'. ~ .;;. - .. Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work. Where feasible, inspect and test patched areas to demonstrate integrity of work. Restore exposed finishes of patched areas; and, where necessary extend finish restoration onto retained work adjoining, in a manner which will eliminate evidence of patching. Where patch occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coats. COORDINATION AND QUALITY CONTROL 01040 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 10 CLEANING AND PROTECTION: ~ ~~. General: During handling and installation of work at project site clean and protect work in progress and adjoining work on a basis of perpetual maintenance. Apply suitable protective covering on newly installed work where reasonably required to ensure freedom from damage or deterioration at time of substantial completion; otherwise, clean and perform maintenance on newly installed work as frequently as necessary through, remainder of construction period. Adjust and lubricate operable components to ensure ope~ability without damaging effects. .... (. .~ "". ,.".. .: ': ~- ., '> ':'- . "::"." "- -:- .. ·~..a.:·l~) ',-j,. ;';:f.-· '¡" . .. . . ~..~ -:'~-;;\7r,.;-:!.:r'.· ¡......:;~(~,-~}J'...~.-.-.'.;,.. . ,':"., .~._.:~-._""":~,..,,,)'"(- ,"":" __, ,;1".... _ ~-'. ,i"--.".,, Limiting Exposures of Work: To extent possible ,through "reasonable'::: control and protection methods, supervise performance òf work in 'j a manner and by means which will ensure that none of the work, whether completed or in progress, will be subjected ,to harmful, - ~', dangerous, damaging, or otherwise deleterious exposures' during '," construction period. '::Such exposures include (where applicable, .but not by way of limitation) static loading, dynamic loading, ;internal pressures, external pressures, high or low temperatures, thermal shock, high or low humidity, air contamination or pollution, water, ice, ,solvents, chemicals, light, radiation, puncture, ,abrasion, heavy traffic, soiling, bacteria, insect infestation, combustion, electrical current, high speed operation, improper ~ubrication, unusual wear, misuse, incompatible interface, destructive testing, misalignment, excessive weathering, unprotected storage, improper shipping/handling, theft and vandalism... -", .__ ( END OF SECTION 01040 .. COORDINATION AND QUALITY CONTROL 01040 Mercy Hospital Truxtun - Electrical Upgrade a8-lalR ( e e SECTION 01090 - DEFINITIONS AND STANDARDS ( PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 apply to work of this section. SUMMARY: < .. ) . ~', Genéral: This section specifies procedural and administrativ~ requirements for compliance with governing regulations and codes and standards imposed upon the Work. These requirements include obtaining permits, licenses ,inspections , releases, and similar documentation, as well as payments, statements and similar requirements associated with r~gulations, codes and standards. ~~~/,;~~:.~":',~ ::'....~.~! .":-"!~" '.~:).i''''.:':.:~''7'':'''"r:: .,':- ...~':.;. . ".~~' ... ,~~..I-''':;~ :.. . ~'. The term "Regulations" is defined to include 'laws, ' 'statutes, ' ordinances and lawful orders issued by governing authorities, as well as those'rules, conventions and agreements within the construction industry which effectively control the performance of the Work regardless of whether they are lawfully imposed by governing authority or not. Governing Regulations: Refer to General and Supplementary Conditions for requirements related to compliance with governing regulations. DEFINITIONS: General Explanation: Certain terms used in contract documents are defined in this article. Definitions and explanations contained in this section are not necessarily complete, but are general for the Work to the extent that they are not stated more explicitly in another element of the contract documents. General Requirements: The provisions or requirements of Division 1 sections. General Requirements apply to entire work of Contract and, where so indicated, to other elements of work which are included in the project. DEFINITIONS AND STANDARDS 01090 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 2 Indicated: The term "Indicated" is a cross-'reference to drawings, details, notes, or schedules on the drawings, to other paragraphs or schedules in the specifications, and to similar means of recording requirements in the contract documents. Where terms such as "shown," "noted," "scheduled," and "specified" are used in lieu of "indicated," it is for purpose 'of helping ,reader locate cross-reference, and no limitation at location is intended except ."( as specifically noted. ç, Z:;"::;:··:i:·";"'·W; .j Directed, Requested, etc.: Where not otherwise explained, terms such as "directed, " "requested, " "authorized, " "selected, ", "', "required," "accepted," andè "permitted" ;,mean ":directed ,;J'by [."i-, Archi teet/Engineer, "":" requested ,by . Archi teet/Engineer, ~,,¡,:.'_~t.c. ,~.:: However, no such implied meaning will be interpreted ·toextend: Archi tect' s/Engineer' s responsibility into Contra~tor' s area -of ., constru~~~~2~; ~~p~.:~i~~J~~~ i ~~;~~~l",~~:.~, ;"~..:,': '£:";~:"" \=:::'t ",-:~~¡~ci¡::~~:;~;:~~~;~;i;'~~~'~' ',' Project Site: The space available to Contractor for performance ' of the work, either exclusively orin conjunction with others performing other work as part of the project. The extent of project site is shown on the drawings, and mayor may not be identical with description of the land upon which project is to be buil t.' . - - .. '" ' " '; :;';:~',::"$l;'.;,; -;". ,';::-.... :'." ~-~ --M~..'; ;-:"", '. 7:.~.;:' -:.:.~: ..' '..~,::- ~'.;..: -f :-~ '-.' .-~-._.~. .... Furnish: Except as otherwise defined in greater detail, term "furnish" is used to mean supply and deliver to project site, ready ( for unloading, ünpacking, assembly, installation, etc., '.as ' applicable in each instance. Install: Except as otherwise defined in greater detail, term "install" is used to describe operations at project site including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations. Provide: The term "provide" means furnish and install, complete and ready for intended use. " ../ DEFINITIONS AND STANDARDS 01090 Mercy Hospital Truxtun - Electrical Upgrade SS-lSlR l" -~ e e ~ 3 (--- .. Installer: The entity (person or firm) engaged by the Contractor or its subcontractor or sub-subcontractor for the performance of a particular unit of work at the project site, including installation, erection, application and similar required operations. It is a general requirement that such entities (Installers) be, expert in operations they are engaged to perform~ " Testing Laboratory: 'An independent entity engaged to perform .. specific inspections or tests of the work, either at project site or elsewhere; and to report and (if required) interpret results of th0o#se inspections ?~ tes~~. " "-~'- ...~,).~ :.'~·f~~·r::'~\. t4~~)' ,.tf'f;~ .,...". . ~ . ,,;:.t,i. :. ....'..~, ,....,'1,..; .., "~(j ..,..Z~;.~).~:':."'-.' . . ~ ;" ~ . - ".~ ,,1 h,· '¡T'~..J ¡~ ~ &:¡:'f.'~,·~·~r~~} r':¡;J £1 Pro-jectInspector: ""'A resident inspector or Clerk of ,the Works, licensed and approved by 'the Office of Statewide Health Planning and Development (OSHPD), appointed and employed by~the Owner, as authorized representative of the~wner at the site of thE! ,work.", ...\ ~,f*,~:''t ;~:t!f ..~~~~'~:~~'.Þ~~ i:·.::-;·-.~~;2· ~ t· ':iÝ.."g~~~ ·~..'..f:*~:~1t;},~·:;·~~.~~~;~"~q'..-· ': Project Manual: The project manual is the volume ( s) that- iñclud~š'· ",' the bidding 'requirements, ::sample forms and all of .the ,contract documents such as conditions of the contract ,and the specifications. ..>~ '~,~.~-";~!"~":'...;~".':<'~,_..-,,\ :-'.1.. , , .- '...... ..... '. . "~- '.~' ~"~r~!!::-:': .:.~~,: '"~'.J Product: "·The term "Product" as used in these documents ..includes mat~r.ials, systems and equipment. :'.1!!£"- .;~;;.; '<.it'-, .' ~,_ ..' _... . ..J';',:. ...~. . .. . ''':'' _ :.._...;......~.. _ ...._.. Plans: The reproductions of the official drawings adopted and approved by the Owner showing location, character, dimension and details of the work. . '".... ,~- 'ê', ~ :-:: ..~ .'J. . Specifications: The printed instructions and requirements which complement the plans as to the methods and manner of performing the work or to the quantities and qualities of the materials to be furnished. Refer: Used to indicate that the subject is defined or specified in further detail at another location in the contract documents, or elsewhere as indicated. Except as otherwise noted, "refer" does not imply that the Contractor must purchase or subcontract the subject work in any special manner. Work: Work of the contractor or subcontractor includes labor, materials, and all eqùipment, plant and tools necessary for construction. DEFINITIONS AND STANDARDS 01090 Mercy Hospital Tr.uxtun - Electrical Upgrade aa-1aIR ( ~ e e I I 4 Required: '.J:} Means as required by Project Manual or Contract f Documents. '~{J":~'j ',) ,,' Related work in other sections: is a non-restricting term used throughout the specifications to coordinate the work and facilitate checking and, bidding. ",', ,', , ','.' ;',~ ',~ ..~,,~:.: ~;: 5':~è'; , Equivalent 'to: ',means equal or superior in function ,and ,quality and acce:~:~~~!.:~o the Architect. : ~;:'.~:~';,;'~~~>:::." )'J~;t~:;,~,:: .~'~. ::-.0; '-'~..;-t .¡: . Or ~Equal: Where named products in specification ,~,. text" are acc;'mpanied 'by the term tt or equal ft, or other language 'of similar effect, "comply with those contract document, provisions, concerning, 7 ftsubstitutions" for obtaining Architect's review and consideration! (or change «?rder to provide an unnamed product)., :: ;';~1.~];::::'::'..' .,::;~:,~ .:>.~:;~, , ">~.';:'.':';":~~ ~~1;€f..~-<;t~.({ .~;'l ~~,_(t,.~ ""'".....;.!-:: .~.. ~~·:.,·_i-7·:t'~: .J..·i.~: "- Per: shall~mean in accordance with. : ~",,,,,'.: .:£;' <:;~,:':~';;qy,¡;' ~):~.;;';:;::~\;;i~,:.:;L~;.: , , ·:'~t-~~~.~·¡:~iJi'Ji.:~.;~::;j? :.'7 ,\ "..~~~.d·~-.~....t ".~:.~.:> .;:::: t ":-;Y~_'f·:.¡:~,!,:~ .:~":~~ :''i"~';'jt '·t.:~·::t . ~~;I.'Þ!...~¡-f¡ 1f:"~:::: ·..oJ ....1..~ Overlapping-"and Conflicting Requirements:, ~here compliance '-with . 2 or more industry standards or sets of requirements is specified, and overlapping of those different standards or requirements establishes different or conflicting minimums or levels of quality. most stringent requirement ,( which is generally recognized to be also most 'costly) is' intended and will be enforced, unless specifically detailed language written into the 'contract doèÙments (not by way of reference to an industry standard) clearly indicates that a less stringent requirement is to be fulfilled. Refer apparently-equal-but-different requirements. and uncertainties ás to which level of quality is more stringent. to Architect/Engineer for a decision before proceeding. . ,.. DRAWING SYMBOLS: General: Except as otherwise indicated, graphic symbols used on drawings are those symbols recognized in the construction industry for purposes' indicated. Where not otherwise noted, symbols are defined by "Architectural Graphic Standards" published by John Wiley & Sons, Inc., Seventh Edition. ,.. INDUSTRY STANDARDS: , , General Applicability of Standards: Applicable standards of construction industry have same force and effect (and are made a part of contract documents by reference) as if copied directly into contract documents, or as if published copies were bound herewith. DEFINITIONS AND STANDARDS 01090 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 5 Reference standards (referenced directly in contract documents or by governing regulations) have precedence over non-referenced standards which are recognized in industry for applicability to work. Publication Dates: E~cept as otherwise indicated, where compliance wi th an industry standard is required, comply with standard in effect as of date of contract documents. Copies of Standards: Provide where needed for proper performance of the work; obtain directly from publication sources. -' Abbreviations and Names: Where acronyms or abbreviations are used in specifications or other Contract Documents they are defined to mean the industry recognized name of trade association, standards generating organization, governing authority or other entity applicable to context of text provision. Refer to "Encyclopedia of Associations", published by Gale Research Company available in large libraries. APPLICABLE CODES AND STANDARDS: The work to be performed and the materials and equipment furnished under these Contract Documents shall be in strict conformity in every respect with applicable portions of the latest editions of the following governing codes, rules or regulations, or standards as most recently amended or supplemented. STATE OF CALIFORNIA CODE OF REGULATIONS (IN PARTICULAR APPLICABLE PORTIONS OF:) Title 1 Title 8 Title 17 Title 19 Title 22 Title 21 Title 24 Chapter 7 (Access by handicapped persons) Industrial Relations Public Health Public Safety Social Security Public Works Building Standards DEFINITIONS AND STANDARDS 01090 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . 6 NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL FIRE CODES LATEST EDITION (IN PARTICULAR, APPLICABLE PORTIONS OF): Volume 2 Volume 4 Volume 5 Volume 7 Volume 8 Volume 9 Gases Building Construction and Facilities Electrical Alarm Systems Portable and Manual Fire Control Equipment Occupancy Standards and Process Hazards UNIFORM BUILDING CODE (1979 Edition) (1985 Edition, State Fire Marshal) Latest Applicable Editions of: UNIFORM FIRE CODE UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE NATIONAL ELECTRIC CODE AMERICAN NATIONAL STANDARDS INSTITUTE Standards for making buildings and facilities accessible to and usable by physically handicapped. CALIFORNIA ENERGY CONSERVATION STANDARDS FOR NEW NONRESIDENTIAL BUILDINGS STANDARD SPECIFICATIONS DIVISION OF HIGHWAYS, DEPARTMENT OF PUBLIC WORKS (Latest edition) DEFINITIONS AND STANDARDS 01090 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 7 STATE FIRE MARSHAL supplements) LISTING SERVICE {Including all latest Building Construction Materials List Listed Construction Materials & Equipment List Electrical Fire Protection Construction Materials & Equipment List, Heating & Ventilating Gas & Oil CONFORMANCE TO CODES AND STANDARDS: NothiI'!g in these plans or specifications is to be ..construed to permi t work not conforming to these codes requirements of the above mentioned codes precedence over the Contract Documents. and standards. and standards The take If the Contractor or any subcontractor or bidder notices any conflict between the above mentioned codes and standards and the Contract Documents, he shall immediately notify the Architect who will resolve the conflict by addendum. SUBMITTALS: Permits, Licenses and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence and records established in conjunction with compliance with standards and regulations bearing upon performance of the work. END OF SECTION 01090 o DEFINITIONS AND STANDARDS 01090 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e - SECTION 01310 - SCHEDULES, REPORTS, PAYMENTS PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division-1 sections, apply to work of this section. COORDINATION: Coordinate both the timing and listing of reports and other activities required by provisions of this section and other sections, so as to afford consistency and logical coordination between the reports. Maintain coordination and correlation between separate reports by updating at monthly or shorter time intervals. Make appropriate distribution of each report and updated report to enti ties involved in the work including Architect/Engineer and Owner. In particular, provide close coordination of progress schedule, schedule of values, listing of subcontracts, schedule of submittals, progress reports, and payment requests. PRELIMINARY PROGRESS SCHEDULE: Bar-Chart Schedule: Submit a bar-chart type progress schedule not more than 7 days after d,ate established for "commencement of the work". Indicate a time bar for each major category or unit of work to be performed at site, properly sequenced and coordinated. Show completion of the work sufficiently in advance of date established for completion to allow for proj.ect closeout procedures. Submittal Tabulation: With submittal of bar chart, submit a tabulation, by date, of submittals required during first 90 days of Construction Time. Include submittals required either because of long lead time for manufacture or fabrication or to maintain orderly progress of thee work. SCHEDULES, REPORTS, PAYMENTS 01310 Mercy Hospital Truxtun - Electrical Upgrade 88-181R · e 2 FULLY-DEVELOPED PROGRESS SCHEDULE: -' Bar-Chart Schedule: Based on preliminary development of progress schedule (if any), and whatever updating and feedback may have occurred, during project start-up, secure critical time commitments for performing major elements of the work. Within 30 days of date established for "commencement of the work", submit a comprehensive bar-chart type progress schedule indicating (by coded symbols) a time bar for each major category or unit of work to be performed at site, and including minor units which are, nevertheless, involved in overall sequencing of the work. Arrange schedule to graphically show major sequences required in intermeshing of work, and to show how completion is scheduled to allow for Architect's or Engineer's inspections. Prepare and maintain schedule on sufficiently wide sheet or series of sheets, of stable transparency or other reproducible stock, to show required data clearly for entire Construction Time, and to permit reproduction for required distribution. Phasing: Arrange schedule with notations to show how sequence of work is affected by requirements for phased completion, work by separate contractors, work by Owner, coordination with existing work, limitations of continued occupancies, non-interruptable services, partial occupancy prior to completion, site restrictions, provisions for future work, sèasonal variations, environmental control, and similar provisions of the total project. Refer to the other sections of Division 1 and other contract documents for requirements. Individual Work Stages: By uniform targeted symbols and crosshatched bars, show significant stages for each category or unit of work, including (where applicable), but not necessarily limited to, subcontract letting, submittals, purchases, mockups, fabrication, sample testing , deliveries, installation, testing, adjusting, curing, start up and placement into final use and operation. Within long bars showing fabrication or installation of major units of work of 3 months duration show estimated percentage-of-complètion markers at 10 percent increments. As each uni t of work progresses, mark each long bar with a contrasting mar> (at 10 percent increments) to show actual percentage-of-completion. 'C' SCHEDULES, REPORTS, PAYMENTS 01310 Mercy Hospital Truxtun - Electrical Upgrade 88-181R . . 3 Area Separations: Arrange schedule with an individual time bar for each major area of construction of each major category or unit of work where it must be sequenced or intermeshed with other work as needed for structural completion, completion of mechanical/ electrical work, or other recognized stage of completion for overall work in that area. Except as otherwise indicated, or subsequently agreed upon with Architect or Engineer, a "major area" is defined for purpose of this area to mean a story of construction or single building in a complex of buildings. Cost Correlation: Immediately below date line at heading of chart, provide a double-line cost correlation line ("precalculated" and "actual") to show dollar-volume of work performed as of same dates used for preparation of payment requests. Refer to subsequent article for cost reporting and payment procedures. Use those same dates as primary vertical lines of schedule. Insofar as it is practical to do so, use same units of work in progress schedule as indicated in the "schedule of values" required by General Conditions and further specified herein. Distribution: Following initial submittal to and response by Architect/Engineer, print and distribute progress schedule to Archi tect/Engineer (3 copies), Owner, separate contractors (if any), principal subcontractors and suppliers or fabricators, and others with a need-to-know schedule~compliance requirement. Post copies in project meeting rooms and field offices. Distribute and post subsequent updated issues to same entities, when revisions are made; except delete entities from distribution when they have completed assigned work and are no longer involved i~ performance of scheduled work. SUBMITTAL SCHEDULE: General: Immediately following development and acceptance of fully developed progress schedule, prepare a complete schedule of work-related submittals. Submit within 10 days of date required for establishment of progress schedule. Correlate submittal schedule with listing of principal subcontractors, as required by the General Conditions, and with the "listing of products" or "procurement schedule" as specified in "Products and Substitutions" sections and elsewhere in contract documents. SCHEDULES, REPORTS, PAYMENTS 01310 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e - 4 PROGRESS MEETINGS, REPORTING: General: In addition to specific coordinatjon meetings for each element of work, and other regular project meetings for other purposes, hold general progress meeting each month with time coordinated with preparation of payment request. Require each entity then involved in planning, coordination or performance of work to be properly represented at each meeting. Review each entity's present and future needs including interface requirements, time, sequences, deliveries, access, site utilization, temporary facilities and services, hours of work, hazards and risks, housekeeping, change orders, and documentation of information for payment requests. Discuss whether each element of current work is ahead of schedule, on time, or behind time in relation with updated progress schedule. Determine how behind-time work will be expedited, and secure commitments from entities involved in doing so. Discuss whether schedule revisions are required to ensure that current work and subsequent work will be completed within Contract Time. Review everything of significance which could affect progress of the work. Preconstruction Conference: After the award of the Contract, prior to the start of construction, at a time and place designated by the Owner, a pre-construction conference will be held. The General Contractor, Construction Superintendent, foreman and all major subcontractors, their superintendents and foreman shall attend this conference. The Owner's representatives, Inspector (if any), Architect and Architect's Consulting Engineers will attend. Contractor's Progress Reports: Monthly during the preparation of the Application for Payment the Contractor shall review the progress of the work in relation to the accepted Construction Schedule. If the progress appears 10% or more behind in any element of the Schedule as amended by change order time extensions the Contractor shall file a Progress Report with the Owner and the Architect explaining the reasons for the delay and the measures being taken to bring the work back on schedule. This Progress Report will accompany the Request for Payment. 9 Reporting: Within 3 days after each progress meeting date, distribute copies of minutes of the meeting to each entity present and to others who should have been present. Include a brief summary (in narrative form) of progress of the work since previous meeting and report. SCHEDULES, REPORTS, PAYMENTS 01310 Mercy Hospital Truxtun - Electrical Upgrade 88-181R - e 5 Schedule Updating: Immediately following each progress meeting where revisions to progress schedule have been made or recognized revise progress schedule. Reissue revised schedule concurrently with report of each meeting. Inspector's Daily Reports: Inspector (as Owner's representative) will prepare a daily report, recording the following information concerning events at the site; and submit duplicate copies to Architect or Engineer at regular intervals not exceeding weekly intervals. -' Progress List of subcontractors at the site. List of separate contractors at the site. Approximate count of personnel at the site. High/low temperatures, general weather conditions. Accidents (refer to accident reports). Meetings and significant decisions. Unusual events (refer to special reports). Stoppages, delays, shortages, losses. Meter readings and similar recordings. Emergency procedures, field orders. Orders/requests by governing authorities. Change orders received, implemented. Services connected, disconnected. Equipment or system tests and start-ups. Partial completions, occupancies. NOTICE OF LABOR DISPUTES: Whenever an actual or potential labor disputes is delaying or threatens to delay the performance of the work, the Contractor shall immediately notify the Architect, orally, and confirm in writing. Such notice shall include all relevant information concerning the dispute and its background. SCHEDULES, REPORTS, PAYMENTS 01310 Mercy Hospital Truxtun - Electrical Upgrade 88-181R tit e 6 SCHEDULE OF VALUES: General: Prepare schedule of values, as required by General Conditions, in coordination with the preparation of progress schedule. Correlate line items with other administrative schedules and forms required for the work, including progress schedule, payment request form, listing of subcontractors, schedule of allowances, schedule of alternates, listing of products and principal suppliers and fabricators, and schedule of submittals. Provide breakdown of Contract Sum in sufficient detail to facilitate continued evaluation of payment requests and progress reports. Break down principal subcontract amounts into several line items. Round off to nearest whole dollar, but with total equal to Contract Sum. Submit 3 copies of schedule of values to Architect/Engineer on AlA Document G703 (Continuation Sheet), a copy which is hereinbound with this section. The description of the work and values shall be itemized or broken down by the Contractor into all the categories of work required by the State law to be listed on the "List of Subcontractors", AlA Document G805 under "BIDDING REQUIREMENTS" and in the order as itemized in the TABLE OF CONTENTS of the "TECHNICAL SPECIFICATIONS II of the Contract Documents. Item numbers shall be designated in the Table of Contents (i. e. 08800 for Glass & Glazing). Architects Review and Acceptance: The schedule of values will be reviewed by the Architect who will promptly require corrections or will grant acceptance. Material/Fabrication Values: For each unit of work where payment requests will be made on account of materials or equipment purchased/fabricated/delivered but not yet installed, show "initial value" for payment request and "value added" for subsequent stage or stages or completion on that unit of work. Time Coordination: In coordination of initial submittals and other administrative "start-up" activities, submit schedule of values to Architect/Engineer at earliest feasible date, but in no case later than 7 days before initial payment request is to be submitted. SCHEDULES, REPORTS, PAYMENTS 01310 Mercy Hospital Truxtun - Electrical Upgrade 88-181R ee e ï Listing: Arrange schedule with columns to indicate generic name of item, related specification sections, subcontractor, supplier/manufacturer/fabricator, change orders (numbers) which have affected value, dollar value of item, and percentage of Contract Sum (to nearest one-hundredth percent and adjusted to total 100 percent). Margins of Cost: Except as otherwise indicated, major cost items, which are not directly related to cost of actual work-in-place, such as distinct temporary facilities, may be either shown as line items in schedule of values or distributed as general overhead expense, at Contractor's option. PAYMENT REQUESTS: General: Sequence of progress payments is to be regular, and each must be consistent with previous applications and payments. It is recognized that certain applications involve extra requirements, including initial application, application at time of completion, and final payment application. Payment Application Times: Schedule of values must be completed, submitted and accepted by the Architect 7 days prior to the first written application. The "date" for each progress payment is as indicated in the Owner-Contractor Agreement Article 5, Section IV (The 25th of each month) . The period of construction work covered by each payment request is the period indicated in the Owner-Contractor Agreement. (From the 26th of each month through the 25th of the following month). Refer to General Conditions and other contract documents for other dates related to payment application times. Payment Application Forms: AlA Document G702 and Continuation Sheets; available from the Architect in an amount necessary for all applications, copies of which are bound at the end of this section. SCHEDULES, REPORTS, PAYMENTS 01310 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 8 Application Preparation: Except as otherwise indicated, complete every entry provided for on the form, including notarization and execution by authorized persons. Incomplete applications will be returned by Architect/Engineer without action. Entries must match current data of schedule of values and progress schedule and report. Listing must include amounts of change orders issued prior to first day of ,the "period of construction" covered by application. Initial Payment Application: The principal administrative actions and submittals which must precede or coincide with submittal of first payment application can be summarized as follows, but not necessarily by way of limitation: Listing of subcontractors and principal suppliers and fabricators. Schedule of values. Progress schedule. Schedule of principal products. Schedule of unit prices. Schedule of submittals. Ini tial progress report, including report of preconstruct ion meeting. Application at Time of Completion: Following Architect's or Engineer's final inspection and also in part as applicable to prior certificates on portions of completed work as designated, a "special" payment application may be prepared and submitted by Contractor. The principal administrative actions and submittals which must precede or coincide with such special applications can be summarized as follows, but not necessarily by way of limitation: '"' Occupancy permits and similar approvals or certifications by governing authorities and franchised services, assuring Owner's full access and use of completed work. Warranties, guarantees, maintenance agreements and similar provisions of contract documents. SCHEDULES, REPORTS, PAYMENTS 01310' Mercy Hospita~ Truxtun - Electrical Upgrade 88-18lR e e 9 Test/adjust/balance records, maintenance instructions, meter readings, changeover operation, start-up performance reports, and similar information germane to Owner's occupancy, use, and maintenance of completed work. Final cleaning of the work. Application for reduction (if any) of retainage, and consent of surety. Advice to coverages, required. Owner on including coordination proof of of shifting insurance extended coverages' as Listing of Contractor's incomplete work. Final Payment Application: The administrative ac~~ons and submittals which must precede or coincide with submittal of final payment application can be summarized as follows, but not necessarily by way of limitation: After the completion of the work contemplated by this Contract, the Contractor shall file with the Owner his affidavit, sworn to before a Notary Public, stating that all workmen and persons employed, all firms supplying the materials and all subcontractors upon the project have been paid in full and that there are no bills outstanding against the project for either labor or materials, except certain items, if any, to be set forth in such affidavit covering disputed claims, or items in connection with the Notices to Withhold have been filed under the provisions of the Statutes of the State of California. The filing of such affidavit by the Contractor shall be a prerequ~site to making, by the Owner, of the final payment on the contract. Completion of project closeout requirements. Completion of items specified for completion (regardless of whether special payment application was previously made). Assurance, satisfactory to Owner, that unsettled claims will be settled and that work not actually completed and accepted will be completed without undue delay. Transmi ttal . of required project construction records to Owner. SCHEDULES, REPORTS, PAYMENTS 01310 Mercy Hospital Truxtun - Electrical Upgrade 88-la1R -- ,e 10 Proof, satisfactory to Owner, that taxes, fees and similar obligations of Contractor have been paid. Removal of temporary facilities, services, surplus materials, rubbish and similar elements. Change over 0 f door locks and other Contractor's access provisions to Owner's property. Consent of surety for final payment. Application Transmittal: Submit 3 executed copies of each payment application, one copy of which is completed with waivers of lien and similar attachments. Transmit each copy with a transmittal form listing those attachments, and recording appropriate information related to application in a manner acceptable to Architect or Engineer. Transmit to Architect/Engineer by means ensuring receipt within 24 hours. PART 2 - PRODUCTS (not applicable). PART 3 - EXECUTION (not applicable). END OF SECTION 01310 SCHEDULES, REPORTS, PAYMENTS 01310 Mercy Hospital Truxtun - Electrical Upgrade 88-181R APP, '\ \ \TION AND CERTIFICATE FOR PAYM AlA DOCUMENT G702 (Instructions on reverse side) ON! Of PROJECT: MERCY HOSPITAL TRUXTUN ELECTRICAL UPGRADE TO t1ERCY HOSPITAL 2215 Truxtun Avenue (P.O. Box 119) Bakersfield, CA 93302 fROM APPLICATION NO: Distribulion to: DOWNER o ARCHITECT o CONT~ACTO¡ o INSPECTOH o PERIOD TO: VIA BFGC ARCHITECTS PLANNERS INC. 31 Sq. Real Road (P.O. Box 9698) Bakersfield, CA. 93309 (93389-9698) ARCHITECT'S PROJECT NO: 88-181R CONTRACT DATE: CONTRACTOR'S APPLICATION FOR PAYMENT Appllc¡tion is m¡de for P¡yment, as shown below, in connection with the Contra¡ I Continuation Sheel, AlA Document C703, is attached. CHANGE ORDER SUMMARY Change Orders approved in ADDITIONS DEDUCTIONS previous months by Owner' TOTAL Approved this Month Number Date Approved - TOTALS Net chan~e bv Chan~e Orders The undersigned Contractor certifies that to the best of the Contractor's knowledge, , information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were is!>ued and payments received from the Owner; and that current payment shown herein is now due. CONTRACTOR: By: Date: ARCHITECT'S CERTIFICATE FOR PAYMENT In .)(lCIJdanc:e with the Contract Documents, based on on-site observations and the dal.\ t omprisin¡; the above application, the Architect ccrtilies to the Owner thai to the lwst of the Arc:hitcc:t's knowledge, informalion and belicf the Work has progressed as indili'II'd, the qualily of the Work is in accordance with the Contract Documents, and IIII' Cllntr.ulur is (~nlitlcd to payment of the AMOUNT CEKTlfIED. 1. ORICINAL CONTRACT SUM. . . . . . . . . . . . . . . . . . . . . .. $ 2. Nel change by Change Orders ...... .. . .. . .. . .. . ... $ 3. CONTRACT SUM TO DATE (line 1 :t 2) . . . .. .. .. . .... $ '4. TOTAL COMPLETED & STORED TO DATE. .. . . .. . . . .. $ (Column G on G703) 5. RETAINAGE: a. _ % of Completed Work $ (Column 0 + E on G703) b. _ % of Stored Material $ (Column F on G703) Total Relainage (Line Sa + ~b or Tolal in Column I of G703) ... _ . . . . . . . . . . . . . . . .. $ ó. TOTAL EARNED LESS RETAINAGE .......,........... $ (Line 4 less Line 5 Total) 7. LESS PREVIOUS CERTIfiCATES fOR PAYMENT (Line 6 from prior Certificale). . . . . . . .. $ 8. CURRENT PAYMENT DUE. . .. .. .. . .. .. . .. .. .. .. .... $ 9. BALANCE TO fiNISH, PLUS RETAINAGE . . . . . . . . . . . " S (Une 3 les5 line 6) -=, -«:, INSPECTOR: By: Date: ---------. AMOUNT Cf;RTlfIEO.. . . . . . . . . . . . . . . . _ . . . . . . . _ . . _ . . .. S (A "a ell explanation if amount cCltified diffcIs flOm the amount "¡'plied (Of, ARCHITEO: By: Datt'; This Certificale is nol neRotiablc. The AMOUNT n luifllD is IMy.\hh· OIl\Y 10 III Contractor named herein. Issuance, payment and .\Cl'cpt.Jncc of p.\ynwlIl.ul.' with. ¡ prejudice to any riGhls of the Owncr or Contra('lur unctl'r this Conlr,(, AlA DOCUMENT C702' AI','l/anON,\Nt) CUtTIflCAll tOIt I~YMIN1 · MAV 1'J) m11l0N' AlA' tlQ 1!11) 1111 AMI HICAN IN~lIIun OF AIKtllTEClS. 17)5 NEW YORK AVENUE. NW. WAStIlNGTON. D,c. 20006 G701.t~'1 I LUN III"UAIIVI~ ';)11t;LI , . II . 4- .. _ AlA Document G702, APPliCATION AND CERTIFICATE FOR PAYMENT, contalnln, Contractor'1 IIIMd Certification II attached. In tabulation. below, amounts are .tated to the nearest dollar. Use Co'umn I on Contracts where varlabl. relllnage lor line items may apply. APPliCATION NUMBER: APPLICATION DATE: PERIOD TO: ARCHITECT'S PROJECT NO: 88-181R A . C D E F (ì H I ITlM D£SCAIPTION OF WORK SCHEDULED WORK COMPlETED MATERIALS TOTAL ' % BALANCE RETAINA(;( NO. VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPlETED IC+C) TO FINISH APPLICATION STORED AND STORED IC-G) 'NOT IN TO DATE ID+E) D OR EI ID + E+ F) e AlA OOCUMlH1 G'NI. AmICATIOH NolO am.!CA1t '01 Pt\YMlNT· MAY ..I:t IDtnON· AlA· .. 1911 'On AMERICAN INSTlMI 0' AKHmcn. 17)S NEW '1OMK AV(NUI. N.W.. WA.IliHINGTON. D.C. JCIQO(. C70J·198:t e e SECTION 01340 - SUBMITTALS PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Di vision-l apply to work of this section. SUMMARY: - This section specifies submittal requirements for shop drawings, product data, samples, and miscellaneous work-related submittals. Individual submittal requirements are specified in applicable sections for each unit of work. Refer to other Division-l sections and other contract documents for requirements of administrative, non work related submittals. Definitions: Work-related submittals of this section are categorized for convenience as follows: Shop Drawings are specially-prepared technical drawings and data for this project, including: Fabrication and Installation Drawings. Setting diagrams. Shopwork Manufacturing Instructions. Templates. Patterns. Coordination Drawings (for use on-site). Schedules. Design Mix information and Contractor's Calculations. Engineering Product data is standard printed information on materials, products and systems; not specially-prepared for this project. Samples are physical examples of work, including but not limited to the following items: Partial sections of manufactured or fabricated work. Small Cuts or containers of materials. Complete units of repetitively-used materials. Swatches showing color, texture and pattern. Units of work to be used for independent inspection and testing. SUBMITTALS 01340 Mercy Hospital Truxtun - Electrical Upgrade 88-181R - e 2 Miscellaneous submittals are work related submittals (nonadministrative) including warranties, maintenance agreements, workmanship bonds, survey data and reports, quality testing and certifying reports, copies of industry standards, record drawings, field measurement data, operating and maintenance materials, overrun stock, and similar work related information and materials not processed as shop drawings, product data or samples. SUBMITTAL PROCEDURES: Coordination: Coordinate the preparation and processing of submi ttals with the performance of the work. Coordinate each separate submittal with other submittals and related acti vi ties such as testing, purchasing, fabrication , delivery and similar activities that require sequential activity. Coordinate the submittal of different units of interrelated work so that one submittal will not be delayed by the Archi teet/Engineer's need to review a related, submittal. The Architect/Engineer reserves the right to withhold review of any submittal requiring coordination with other submittals until related submittals are processed. Scheduling: In each appropriate administrative submittal (listing of products, manufacturers, suppliers and subcontractors, and job progress schedule), show principal work-related submittals and time requirements for coordination of submittal activity with related work in each instance. Listing: Prepare a separate listing showing principal work-related submittals and their initial submittal dates as required for coordination of the work. Organize the listing by the related specification section number. Submit listing within 15 days of date of commencement of the work. SUBMITTALS 01340 Mercy Hospital Truxtun - Electrical Upgrade 88-lalR - e 3 Not later than 35 days from the date of the notice to proceed, the Contractor shall provide a list showing the name of the manufacturer proposed to be used for each of the products, proposed for installation, and not specified or named in the contract documents including the name of the manufacturer of each, for review by the Owner and Architect. The list shall be tabulated by, and be complete for each specification section. Where applicable, subcontractors' names shall be included in such list. Coordination of Submittal Time9: Transmit each submittal to the Architect/Engineer sufficiently in advance of the scheduled, performance of related work and other applicable activities. Review Time: Allow sufficient time so that the installation will not be delayed as a result of the 'time required to properly process submittals, including time for re-submittal, if necessary. Allow three weeks for the Architect/Engineer's initial processing of each submittal. Allow a longer time period where processing must be delayed for coordination with subsequent submittals. The Architect/Engineer will aàvise the Contractor promptly when it is determined that a submittal being processed must be delayed for coordination. Allow two weeks for reprocessing each submittal. No extension of time will be authorized because of the Contractor's failure to transmit submittals to the Architect/Engineer sufficiently in advance of the work. Preparation of Submittals: Provide permanent marking on each submi ttal to identify project, date, Contractor, subcontractor, submittal name, appropriate specification section number and similar information to distinguish it from other submittals. Show Contractor's executed review and approval marking. Provide 4 If square spaces for Architect' s/Eng ineer' s review stamp. Package each submittal appropriately for transmittal and handling. Submi t tals which are received from sources other than through Contractor's office will be returned without being reviewed. Submittals shall be stamped and signed by the Prime Contractor to the effect that the contents have been reviewed by him. SUBMITTALS 01340 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 4 SPECIFIC SUBMITTAL REQUIREMENTS: General: Except as otherwise indicated in individual work sections, comply with requirements specified herein for each indicated category of submittal. Where it is necessary to provide intermediate submittals between the initial and final submittals, provide and process intermediate submittals in the same manner as for initial submittals. Shop Drawings: Provide newly-prepared information, on reproducible sheets, with graphic information at accurate scale (except as otherwise indicated), with name of preparer indicated (firm name). Show dimensions and note which are based on field measurement. Identify materials and products in the work shown. Indicate compliance with standards, and make note of special coordination requirements. Do not allow shop drawing copies without appropriate final review stamp by Architect/Engineer to be used in connection with the work. Shop Drawings shall completely identify Specifications section and locations at which materials or equipment arc to be installed. Reproductions of Contract Drawings are acceptable as Shop Drawings. Composition drawings and installation layouts which may be required to solve tight field conditions shall be prepared by the Contractor as a shop drawing. Such drawings shall contain complete information regarding size and location of sleeves, inserts, attachments, openings, conduits, ducts, boxes, structural interferences, etc.; and shall be in the form of plans or elevations as necessary to adequately explain the situation requiring a special drawing. These drawings shall be coordinated in the field by both contractor and subcontractors. Shop Drawing Submittals: Provide one correctable translucent reproducible print (sepia) and two blue-line or black-line prints of all shop drawings that are larger than 8.5" x 14". The reproducible will be returned. Provide seven (7) prints of all shop drawings that are not larger than 8.5" x 14". Four (4) may be retained and remainder will be returned. One copy of returned drawings shall be marked-up and maintained by Contractor as a "Record Document". SUBMITTALS 01340 Mercy Hospital Truxtun - Electrical Upgrade 88-181R - e :::J Product Data: Collect required data into one submittal for each unit of work or system. Mark each copy to show which choices and options are applicable to project. Include manufacturer's standard printed recommendations for application and use, compliance with standards, application, of labels and seals, notation of field measurements which have been checked, and special coordination requirements. Maintain one set of product data (for' each submittal) at project site, available for reference. Product Data Submittals: Product data submittal is for information and record, unless otherwise indicated. Initial submittal is final submittal unless returned, marked with an indication of noncompliance. Submit 7 copies, (plus additional copies, which will be returned, where required for maintenance manuals). Where needed or desired single-copy submittal Architect/Engineer. by Contractor, provide for selection of a pre 1 iminary options by Samples: Submi t samples for the Architect's visual review of general generic kind, color, pattern, and texture, and for a final check of the coordination of the characteristics with other related elements of the work. Refer to individual work sections of these specifications for additional sample requirements. Label each sample submittal with a generic description of the sample, the sample source or the product name or manufacturer. Indicate compliance with governing regulations and recognized standards. In addition, indicate limitations in terms of availabili ty, sizes, deli very time, and similar limiting characteristics. SUBMITTALS 01340 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e - 6 Sample Preparation: Provide samples that are physically identical with the proposed material or product to be incorporated in the work. Where variations in color, pattern, or texture are inherent in the material or product represented by the sample, submit multiple units of the sample (not less than 3 units), which show the approximate limits of variations. Where samples are specified for the Architect/Engineer's selection of color, texture or pattern, submit a full set of available choices for the material or product. Mount, display, or package samples in the manner specified to facilitate the review of indicated qualities. Prepare samples to match the Architect/Engineer's sample where so indicated. ~ Sample Submittal: The Contractor has the option of providing a single set of samples for the preliminary review prior to final submittal. Submit 3 sets of samples in final submittal; one set will be returned. Quality Control Set: Maintain returned final set of samples at project site, in sui table condition and available for quality control comparisons. Reusable Samples: Returned samples which are intended or permitted to be incorporated in the work are so indicated in the individual work sections, and must be in undamaged condition at time of use. Inspection and Test Reports: Classify and process each as either "shop drawing" or "product data", depending upon whether report is uniquely prepared for project or a standard publication. Warranties: Refer to "Products" section for specific general' requirements on warranties, product/workmanship bonds, and maintenance agreements. In addition to copies desired for Contractor's use, furnish 2 executed copies, plus additional copies where required for maintenance manuals. Standards: Where submittal of a copy of standards is indicated, submit a single copy for Architect's/Engineer's use. Where workmanship at project site and elsewhere is governed by standard, furnish additional copies to fabricators, installers and others involved in performance of the work. Closeout Submittals: Refer to "closeout" general requirements on submittal of materials, tools, and similar items. sections closeout for specific information, SUBMITTALS 01340 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 7 REVIEW OF SUBMITTALS: Architect's/Engineer's Review: Where required, Architect/Engineer will review each submittal mark with Shop Drawing Review Stamp and return copies of submittal to Contractor. Where submittal must be held for coordination, Contractor will be promptly advised of the delay. Conditions of Review: Archi tect' s review is for general conformance with the design concept and contract documents. Review action on a submittal by the Architect does not in any way constitute a change order. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications, nor departures therefrom. The Contractor remains responsible for details and accuracy, for cónforming and correlating all quanti ties and dimensions, for selecting fabrication processes for techniques of assembly, and for performing his work in a safe manner. The Contractor is responsible for coordinating his work with and between that of all subcontractors and trades. Absolutely no deviation from the Contract Documents will be permitted without written acknowledgement from Architect of receipt and Review of Written Notification from the Contractor to the Architect accompanying this submittal of all deviations contained in this submittal. The Architect's review is not the final stage of acceptance for any part of the project, nor does it relieve the Contractor of his Contract responsibilities. SHOP DRAWING REVIEW STAMP: The Architect's review stamp has indications for the following conditions: No exceptions Taken: If this box is marked, the work covered by the submittal may proceed provided it complies with the requirements of the contract documents; acceptance of the work will depend upon that compliance. SUBMITTALS 01340 Mercy Hospital Truxtun - Electrical Upgrade 88-181R - e 8 Make Corrections Noted: If this box is marked. the work covered by the submittal may proceed provided it complies with both the Archi tect' s/Engineer' notations or corrections to the submittal and w.ith the requirements of the contract documents; acceptance of the work will depend on that compliance. Revise and Resubmit: If this box is marked, do not the work covered by the submittal, including fabrication, delivery, or other activity. Revise the accordance with the Architect's/Engineer's notations without delay. Repeat if necessary. proceed with purchasing, submittal in and resubmit Rejected: If this box is marked, do not proceed with the work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise the submittal or prepare a new submittal in accordance with the Architect's/Engineer's notations and resubmit without delay. Remarks Attached: If this box is marked, the review has occasioned comments that have been attached to the submittal. Process these comments as if they had been written on the submittal itself. PART 3 - EXECUTION (Not Applicable). (Not Applicable). PART 2 - PRODUCTS END OF SECTION 01340 SUBMITTALS 01340 Mercy Hospital Truxtun - Electrical Upgrade 88-l8lR e e SECTION 01500 - TEMPORARY FACILITIES PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-l apply to work of this section. SUMMARY: Definitions: Specific administrative and procedural minimum actions are specified in this section, as extensions of provisions in General Conditions and other contract documents. These ~ requirements have been included for special purposes as indicated. Nothing in this section is intended to limit types and amounts of temporary work required, and no omission from this section will be recognized by Architect or Engineer that such temporary activity is not required for successful completion of the work and compliance with requirements of contract documents. Provisions of this section are applicable t'o, but not by way of limitation, utility services, construction facilities, support facilities, and security/protection provisions. QUALITY ASSURANCE: General: In addition to compliance with governing regulations and rules/recommendations of franchised utility companies, comply with specific requirements indicated and with applicable local industry standards for construction work (published recommendations by local "building councils"). ANSI ·Standards: Comply with applicable provisions of ANSI AlO- Series standards on construction safety, including AlO.3, AlO.4, AlO.5, AlO.5, AlO.7, AlO.a, AlO.9, AlO.lO, AlO.ll, AlO.12, AlO.13, AlO.14, AlO.15, AlO:17, AlO.1a, A10.20, and A10.22. Conservation: In compliance with Owner's policy on energy/materials conservation, install and operate temporary facili ties and perform construction acti vi ties in manner wþich reasonably will be conservative and avoid waste of energy and materials including water. TEMPORARY FACILITIES 01500 Mercy Hospital Truxtun - Electrical Upgrade aa-lalR e e 2 JOB CONDITIONS: General: Establish and initiate use of each temporary facility at time first reasonably required for proper performance of the work. Terminate use and remove facilities at earliest reasonable time, when no longer needed or when permanent facilities have, with authorized use, replaced the need. Conditions of Use: Install, operate, maintain and protect temporary facilities in a manner and at locations which will be safe, nonhazardous, sanitary, and protective of persons and property, and free of deleterious effects. PARTS 2 AND 3 - PRODUCTS AND EXECUTION TEMPORARY UTILITY SERVICES: The General Contractor shall obtain prior approval to use the Owners existing utili ties (i. e. water, electrical power). The General Contractor shall coordinate utility requirements with the Owner. Electrical Power Service: General: Install waterproof, grounded electric power service of size, capacity and power characteristics required for temporary uses, including construction machinery, tools and equipment, lighting, heating (to extent indicated, if any), alarms, communication devices, and initial operation and testing of work which requires power and must be test operated or placed in service ahead of time permanent power service is available. The Contractor shall connect service to local power company main in manner directed by company official and shall pay all power costs for construction. The Contractor shall provide and pay for all connections and wiring. / TEMPORARY FACILITIES 01500 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 3 Telephone Service: General: The Contractor shall provide and arrange for local telephone company to install temporary telephone service to project site, of capacity and type required to provide 3 separate lines, 3 separate instruments in 3 separate rooms (temporary offices). Instruments will be provided for 1.) Contractor's Superintendent, 2.) Owner's Inspector, 3.) Use of subcontractors. Telephone service will be provided at the time of the start of the work and service will be maintained until punch list is complete when phone company will be notified (by Contractor) to terminate service and remove instruments and lines. Contractor will pay for all local and long distance calls related to project. Post a listing of telephone numbers at each instrument location, including local police, fire department, doctor, ambulance service and similar emergency numbers as well as temporary and home offices of contractors, .principal subcontractors, arc hi teets, engineers, representatives of Owner, and similar entities involved with performance of the work. TEMPORARY CONSTRUCTION FACILITIES: Supply power for electric welding, if any, from either temporary power distribution system or by engine-driven power-generator sets, at Contractor's option. Access Provisions: Provide ladders, and similar temporary access elements as reasonably required to perform the work and facilitate its inspection during installation. Comply with reasonable requests of governing authorities performing inspections. TEMPORARY FACILITIES 01500 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e ~ TEMPORARY SUPPORT FACILITIES: The types of temporary support facilities required include but not by way of limitation, field offices, storage sheds, fabrication sheds, sanitary facilities,drinking water, first aid facilities, bulletin board, private and public telephones, clocks, thermometer, cleanup facilities, waste disposal service, rodent/pest control and similar miscellaneous general services, all as may be reasonably required for proficient performance of the work and accommodation of personnel at the site including Owner's and Architect/Engineer's personnel. Discontinue and remove temporary support facilities, and make incidental similar use of permanent work of the project, only when and in manner authorized by Architect/Engineer; and, if not otherwise indicated, immediately before time of completion. Locate temporary support facilities for convenience of users, and for minimum interference with construction activities. Field Offices: Contractor shall provide 10' x 40' block area mobile construction trailer office (or standard manufacture"'! -prefabricated ) partitioned into two separate 10' x 20' offices. Each office shall have: separate exterior door with security lock; 3/4 ton dir conditioning unit; unit heater; lockable openable window; flat stand up plan review desk 96" wide x 36" deep and 42" high; 30" x 60" standard desk with drawers (located under openable window; duplex electrical convenience outlets (one at each desk); task lighting of a minimum of 110 foot candles over each desk or work table at night; 40" deep x 48" high plan rack for 12 plans; one 4-drawer legal size metal filing cabinet; One set of shelving 48" wide x 36" deep, a shelves high 6" apart; one 30" high stool; one standard desk chair; one side chair. Sanitary Facilities: At Contractor's option, provide either piped (wet) toilet facilities or self-contained toilet units of type acceptable to governing authori ties, adequate (at all stages of construction) for use of personnel at project site. Provide separate facilities for male and female personnel when both sexes are working (in any capacity) at project site. Provide piped (wet) wash facilities with hot water; except, during time when only earthwork and foundation work are in progress, wash facilities may be limited to wet-type paper hand towels. TEMPORARY FACILITIES 01500 Mercy Hospital Truxtun - Electrical Upgrade 8a-l81R e e J D inking Water: Provide dispenser-type, electrical-power-cooled d inking water units; either piped with potable water or supplied í~'th bottled water; adequate in number and locations for personnel a project site. Furnish paper cups and waste receptacles. F rst Aid Supplies: Comply with governing regulations and r cognized recommendations within the construction industry. e Contractor will provide all first aid facilities, materials, d equipment required by governing authorities, laws, ordinances, gulations, standards, orders and underwriters. CURITY/PROTECTION PROVISIONS: e types of temporary security and protection provisions required elude, but not by way of limitation, fire protection, barricades, rning signs/lights, site enclosure fence, sidewalk bridges, ilding enclosure/lockup, watchman service, personnel security ogram (theft prevention), environmental protection, and similar ovisions intended to minimize property losses, personal injuries d claims for damages at project site. Provide curity/protection services and systems in coordination with tivities and in a manner to achieve 24-hour, ï-day-per-week fectiveness. mporary Fire Protection: nstruction Sheds, Etc.: Shall be placed outside of the building ructure, limited to no more than 300 square feet area and located least ten feet away from the buildings or from combustible m terials storage piles. Stoves shall be set on properly protected floor with ample lateral clearance and particular attention shall b given to stack clearance and arrangement. Gasoline, Oils, Paint, and Other Volatile Liquids: Shall be kept to be brought into the building in quanti ties only as eeded. Such storage shall be in a well ventilated location, well emoved from all open heating or lighting devices. Particular care shall be given to the housekeeping in the storage room to eliminate pillage and accumulation of oil wastes; provide approved waste and afety cans. ,... TEMPORARY FACILITIES 01500 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . 6 Fire Extinguishers: Provide types, sizes, numbers and locations as would be reasonably effective in extinguishing fires during early stages, by personnel at project site. Provide Type A extinguishers at locations of low-potential for either electrical or grease-oil-flammable liquids fires; provide Type ABC dry chemical extinguishers at other locations; comply with recommendatio~s of NFPA No. 10. Post warning and quick-instructions at each extinguisher location, and instruct all personnel at project site, at time of their first arrival, on proper use of extinguishers and other available facilities at project site. Post local fire department call number on each telephone instrument at project site. Environmental Protection Procedures: Provide facilities, establish procedures, and conduct construction activities in a manner which will ensure compliance with Owner's environmental impact statement and other regulations controlling construction activities at project site. Designate one person, the Construction Superintendent or other, to enforce strict discipline on activities related to generation of wastes, pollution of air/water/soil, generation of noise, and similar harmful or deleterious effects hich might violate regulations or reasonably irritate persons at or in vicinity of project site. arricades, Guardrails, Warning Signs and Lights: eneral: Comply with recognized standards and code requirements for erection of substantial and structurally adequate barricades here needed to prevent accidents and losses. Paint with ppropriate colors, graphics and warning signs to inform personnel t site, and the general public where exposure exists, of hazard eing protected. Provide lighting where appropriate and needed for ecognition of facility, including flashing lights where ppropriate. onstruct and maintain guardrails, barricades, lights, flashers, horing and warning signs as required by local authorities and tate safety ordinances and as required to protect the Owner's roperty from injury or loss and as necessary for the protection f the public place for carrying on the work covered in this ontract. Leave all protection in place and maintain until removal 's authorized. TEMPORARY FACILITIES 01500 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e All temporary work shall conform to all the requirements or State and local authorities and underwriters which pertain to operation, safety, and fire hazard. The Contractor shall furnish and install all items necessary for conformity with such requirements, whether or not called for under the separate divisions or these specifications. All fencing and barricades shall be removed upon completion of the project. Contractor shall protect all street~ and sidewalks and shall make all necessary repairs at his own expense. Noise Control: Noise from job equipment and construction operations shall be kept to a minimum by adequate mufflers and other means acceptable to the Architect. Dust Control: Throughout the entire contract period, the Contractor shall palliate dust conditions in the working area, involved portions of the site and all roads used in the operations. Pollution Control: Fire Regulations. All fires are strictly forbidden. Refer to Weather Protection: Contractor shall at all times provide protection to the work against weather, rain, wind, storms, frost or heat so as to maintain all work, materials, apparatus and fixtures free from injury or damage. END OF SECTION 01500 TEMPORARY FACILITIES 01500 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 1 SECTION 01600 - PRODUCTS AND SUBSTITUTIONS PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions' and Division-1 apply to work of' this section. SUMMARY: Definitions: "Products" is defined to include purchased items for incorporation into the work, regardless of whether specifically purchased for project or taken from Contractor's stock of previously purchased products. "Materials" is defined as products which must be substantially cut, shaped, worked, mixed, finished, refined or otherwise fabricated, processed, installed or applied to form units of work. "Equipment" is defined as products with operational parts, regardless of whether motori~ed or manually operated, and particularly including products with service connections (wiring, piping, etc.). Definitions in this paragraph are not intended to negate the meaning of other terms used in contract documents, including "specialties", "systems", "structure", "finishes", "accessories", "furnishings", "special construction", and similar terms, which are self-explanatory and have recognized meanings in the construction industry. Substitutions: The requirements for substitutions do not apply to specified Contractor options on products and construction methods. Revisions to contract documents, where requested by Owner, Archi tect or Engineer, are "changes" not "substitutions" . Substi tutions requested during bidding period, which have been accepted prior to Contract Date, are included in contract document and are not subject to requirements for substitutions as specified herein. Contractor's determination of and compliance with governing regulations and orders issued by governing authorities do not consti tute "substitutions"; and do not constitute a basis for change orders, except as provided for in contract documents. Otherwise, Contractor's requests for changes in products, materials and methods of construction required by contract documents are considered requests for "substitutions", and are subject to requirements hereof. PRODUCTS AND SUBSTITUTIONS 01600 Mercy Hospital Truxtun - Electrical Upgrade B8-181R e e 2 Standards: Refer to Division-l section "Definitions and Standards" or "Coordination, Procedures and Definitions" for applicability of industry standards to products of project, and for acronyms used in text of specification sections. QUALITY ASSURANCE: Source Limitations: To the greatest extent possible, provide products, materials and equipment of a singular generic kind and from a single source. Compatibility of Options: Where more than one choice is available as options for Contractor's selection of a product or material, select an option which is compatible with other products and materials already selected (which may have been from among options for those other products and materials). Total compatibility among options is not assured by limitations within contract documents, but must be provided by Contractor. Compatibility is a basic general requirement of product/material selections. SUBMITTALS: Requests for Substitutions: Submit 3 copies, fully identified for product or method being replaced by substitution, including related specification section and drawing number(s), and fully documented to show compliance with requirements for substitutions. Include product data/drawings, description of methods, samples where applicable, Contractor's detailed comparison of significant qualities between specified item and proposed substitution, statement of effect on construction time and coordination with other affected work, cost information or proposal, and Contractor's statement to the effect that proposed substitution will result in overall work equal-to-or-better-than work originally indicated. Substitution Warranty: All submittals of Request for Substitutions under the General and Supplementary Conditions of this Section shall be accompanied by a completely executed (filled out) and signed Substitution Warranty in the form entitled "Substitution Warranty", bound herein. Substi tutions will not be accepted without the Substitution Warranty. ".. PRODUCTS AND SUBSTITUTIONS 01600 Mercy Hospital Truxtun - Electrical Upgrade 88-181. e e " J In addition to other requirements, Contractor shall warrant in wri ting on his own letterhead that substi tuted materials shall perform as specified, and assume complete responsibility for same, including responsibility and costs required for modifications to building or other materials or equipment and any additional coordination with work of other 'trades. Testing, if required, shall be paid by Contractor. Responsibility of Contractor: If the Substitution is Accepted: The Contractor shall be solely and directly responsible for fitting accepted substitute material and equipment into the available space in a manner acceptable to the Architect, and for the proper operation of the substituted equipment with all other equipment with which it may be associated. The Contractor shall bear all costs of meeting the above requirements for presenting a proposed substitution, and if the substitution is accepted, he must bear all costs involved. PRODUCT DELIVERY-STORAGE-HANDLING: General: Deliver, handle and store products in accordance with manufacturer's recommendations and by methods and means which will prevent damage, deterioration, and loss including theft. Control delivery schedules to minimize long-term storage of products at site and overcrowding of construction spaces. In particular, provide delivery/installation coordination to ensure minimum holding or storage times for products recognized to be flammable, hazardous, easily damaged, or sensitive to deterioration, theft and other sources of loss. WARRANTIES (GUARANTEES): Categories of Specific Warranties: Warranties on the work are in several categories, including those of General Conditions, and including (but not necessarily limited to) the following specific categories related to individual units of work specified in sections of Divisions 2 through 16 of these specifications: Special Project Warranty (Guarantee): A warranty specifically written and signed by Contractor fora defined portion of the work; and, where required, countersigned by subcontractor, installer, manufacturer or other entity engaged by Contractor. PRODUCTS AND SUBSTITUTIONS 01600 Mercy Hospital Truxtun - Electrical Upgrade 88-181R · ,e -± Specified Product Warranty: A warranty which is required by contract documents, to be provided for a manufactured product incorporated into the work; regardless of whether manufacturer has published warranty without regard for specific incorporation of product into the work, or has written and executed warranty as a direct resul t of contract document requirements. Coincidental Product Warranty: A warranty which is not specifically required by contract documents (other than as specified in this Section); but which is available on a product incorporated into the work, by virtue of the fact that manufacturer of product has published warranty in connection with purchases and uses of product without regard for specific applications except as otherwise limited by terms of warranty. General: At the time of Completion. The Contractor shall deliver to the Architect, all required guarantees on the Guaranty-Warranty Form, bound herein, in accordance with General and Supplementary Conditions, completely filled out and signed by both the Subcontractor(s) and Contractor. All guarantees shall be on form mentioned above regardless of whether it is specifically mentioned in the particular section. Master Guaranty-Warranty of Contractor: The Contractor shall furnish the Owner a written master Guaranty-Warranty on the form bound hereinbefore for a period of one year after the filing of the Notice of Completion covering the entire work of the Contract Documents. Unless specifically indicated 'periods shall be a minimum of Notice of Completion. herein one year otherwise, all guaranty after the filing of the Final Certificate of Payment will not be issued by the Architect until all above required guarantees have been accepted by the Architect and are in the hands of the Architect. Refer to individual sections of Divisions 2 through 16 for the determination of units of work which are required to be specifically or individually warranted, and for the specific requirements and terms of those warranties (or guarantees). PRODUCTS AND SUBSTITUTIONS 01600 Mercy Hospital Truxtun - Electrical Upgrade 88-181R It e ~ General Limitations: It is recognized that specific warranties are intended primarily to protect Owner against failure of the work to perform as required, and against deficient, defective and faulty materials and workmanship, regardless of sources. Except as otherwise indicated, specific warranties do not cover failures in the work which result from: 1') Unusual and abnormal phenomena of the elements, 2) The Owner's misuse, mal treatment or improper maintenance of the work, 3) Vandalism after time of completion, or 4) Insurrection or acts of aggression including war. Related Damages and Losses: In connection with Contractor's correction of warranted work which has failed, remove and replace other work of project which has been damaged as a result of such failure, or must be removed and replaced to provide access for correction of warranted work. Consequential Damages: Except as otherwise indicated or required by governing regulations, special project warranties and product warranties are not extended to cover damage to building contents (other than work of Contract) which occurs as a result of failure of warranted work. Reinstatement of Warranty Period: Except as otherwise indicated, when work covered by a special project warranty or product warranty has failed and has been corrected by replacement or restoration, reinstate warranty by written endorsement. Reinstated warranties shall commence on the date of acceptance of replaced or restored work and shall run for a period of time equal to that remaining on the warranty on the date the failure was first reported to the Contractor. Replacement Cost, Obligations: Except as otherwise indicated, costs of replacing or restoring failing warranted units or products is Contractor's obligation, without regard for whether Owner has already benefited from use through a portion of anticipated useful service lives. Rejection of Warranties: Owner reserves the right, at time of completion or thereafter, to reject coincidental product warranties submitted by Contractor, which in opinion of Owner.tend to detract from or confuse interpretation of requirements of contract documents. PRODUCTS AND SUBSTITUTIONS 01600 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . 6 Contractor's Procurement Obligations: Do not purchase, subcontract for, or allow others to purchase or sub-subcontract for materials or units of work for project where a special project warranty, specified product warranty, certification or similar commitment is required, until it has been determined that entities required to countersign such commitments are willing to do so. Specific Warranty Forms: Where a special project warranty (guarantee) or specified product warranty is required, prepare a written document to contain terms and appropriate identification, ready for execution by required parties. Submit draft to Owner (through Architect) for review prior to final executions. Refer to Guaranty-Warranty form inserted at end of Contract Documents. PART 2 - PRODUCTS, GENERAL PRODUCT COMPLIANCES: General: The compliance requirements, for individual products as indicated in contract documents, are multiple in nature and may include generic, descriptive, proprietary, performance, prescriptive, compliance with standards, compliance with codes, conformance with graphic details and other similar forms and methods of indicating requirements, all of which must be complied with. Also "allowances" and similar provisions of contract documents will have a bearing on selection process. Procedures for Selecting Products: Contractor's options for selecting products are limited by contract document requirements, and governing regulations, and are not controlled by industry tradi tions or procedures experienced by Contractor on previous construction projects. Required procedures include, but are not necessarily limited to, the following for various indicated methods of specifying: Single Product/Manufacturer Name: Provide product indicated, except advise Architect before proceeding, where known that named product is not a feasible or acceptable selection. PRODUCTS AND SUBSTITUTIONS 01600 Mercy Hospital Truxtun - Electrical Upgrade B8-181R e e ï Two or More Product/Manufacturer Names: Provide one of the named products, at Contractor's option; but excluding products which do not comply with requirements. Do not provide or offer to provide an unnamed product, except where none of named products comply with requirements or are a feasible selection; advise before proceeding. "Or Equal": Where named products in specifications text are accompanied by the, term "or equal", or other language of similar effect, comply with those contract document provisions concerning" substi tutions" for obtaining Architect's Acceptance (or change order) of an unnamed product. "Named": except as otherwise indicated, is defined to mean manufacturer's name for product, as recorded in published product literature, of latest issue as of date of contract documents. Refer requests to use products of a later (or earlier) model to Architect for acceptance before proceeding. Standards, Codes and Regulations: Where only compliance with an imposed standard, code or regulation (ASTM; etc.) is required, selection from' among products which comply with requirements includïng those standards, codes and regulations, is Contractor's option. Performance Requirements: Provide products which comply with specific performances indicated, and which are recommended by manufacturer (in published product literature or by individual certification) for application indicated. Overall performance of a product is implied where product is specified for specific performances. Prescriptive Requirements: Provide products which have been produced in accordance with prescriptive requirements, using specified ingredients and components, and complying with specified requirements for mixing, fabricating, curing, finishing, testing and similar operations in manufacturing process. PRODUCTS AND SUBSTITUTIONS 01600 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 8 Visual Matching: Where matching of an established sample is required, final judgement of whether a product proposed by Contractor matches sample satisfactorily is Architect's judgement. Where no product within specified cost category is available, which matches sample satisfa.ctorily and complies wi th requirements, comply with contract document provisions concerning, "substitutions" and "change orders" for selection of a matching product outside established cost category or not complying with requirements. Visual Selection: Except as otherwise indicated, where speci fied product requirements include "... as selected from manufacturer's standard colors, patterns, textures..." or words of similar effect, the selection of manufacturer and basic product (complying with requirements) is Contractor's option, and subsequent selection of color, pattern and texture is Archi tect' s selection. Where specified product requirements include ". ..as selected from standard colors, patterns, textures available within the industry...", or words to'that effect, selection of product (complying with requirements, and wi thin established cost category) is Architect's selection, including designation of manufacturer where necessary to obtain desired color, pattern or texture. SUBSTITUTIONS: Conditions: Contractor's requests for substitutions will be received and considered within thirty-five days after Notice to Proceed if extensive revisions to contract documents are not required and if changes are in keeping with general intent of contract documents; if request is timely fully documented and properly submitted; and when one or more of following conditions is satisfied, all as judged by Arch~tect. Otherwise, requests will be returned without action except to record noncompliance with these requirements. '"' Where request is directly related to an "or equal" clause or other language of same effect in contract documents. PRODUCTS AND SUBSTITUTIONS 01600 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 9 Where required product, wi thin Contract Time, failure to pursue the activities properly. material or method cannot be provided but not as a result of Contractor! s work promptly or coordinate varlOUS -' Where required product, material ,or method cannot be provided in a manner which is compatible with other materials of the work, or cannot be properly coordinated therewith, or cannot be warranted (guaranteed) as required, or cannot be used without adversely affecting Owner',s insurance coverage on completed work, or will encounter other substantial noncompliances which are not possible to otherwise overcome except by making requested substitution, which Contractor thereby certifies to overcome such non-compatibilit~, non-coordination, non-warranty, non-insurability or other noncompliance as claimed. Where required product, material required approval by a governing substitution can be so approved. or method authority, cannot receive and requested Where substantial advantage is offered Owner, in terms of cost, time or other valuable considerations, after deducting offsetting responsibilities Owner may be required to bear, including additional compensation to Architect/Engineer for redesign and evaluation services, increased cost of other work by Owner or separate contractors, and similar considerations. Archi teet's Action: The Architect will, wi thin 7 days reply in writing to the Contractor stating whether the Owner or the Archi teet, after due investigation, has reasonable objection to any proposed substi tutions. I f adequate data on any proposed manufacturer or installer is not available, the Architect may state the action will be deferred until the Contractor provides further data. Failure of the Owner or Architect to reply wi thin 7 days shall constitute notice of no reasonable objection., Failure to object to a manufacturer shall not constitute a waiver of any of the requirements of the Contract Documents, and all products furnished by the listed manufacturer must conform to such requirements. Representations and Certifications of the Contractor requesting a substitution: PRODUCTS AND SUBSTITUTIONS 01600 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 10 By marking requests for substitutions above, the Contractor: Represents that he has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified; Represents that he will provide the same warranty for the substitution that he would for that specified; -' Certifies that the cost data presented is complete and includes all relat~d costs under this Contract but excludes costs under separate Contracts, and includes the Architect's redesign costs, and waives all claims for additional costs related to the substitution which subsequently become apparent; Will coordinate the installation of the accepted substitute, making such changes as may be required for the work to be complete in all respects; Certifies that the substitution: is not heavier than the specified item and does not necessitate any structural redesign; will fit within the room or area designed for the specified i tern; and will not exceed any maximum dimensions specified or shown on the original Contract Documents. All roof mounted equipment must be less than or equal to the maximum height dimension from the finished roof as shown on the drawings. Substitution Format: Requests for Substitutions shall be submitted in strict accordance with Submittals requirements listed elsewhere in Division One specification sections. Work-Related Submittals: Contractor's submittal of, and Architect's/Engineer's acceptance of, shop drawings, product data or samples which indicate work not complying with requirements of contract documents, does not constitute an acceptable and valid request for, nor acceptance of, a substitution. PRODUCTS AND SUBSTITUTIONS 01600 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 11 GENERAL PRODUCT REQUIREMENTS: General: Provide products which comply with requirements and which are undamaged and unused at time of installation, and which are complete with accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for intended use and effect. Standard Products: Where available, provide standard products of types which have been produced and used previously and successfully on other projects and in similar applications. Continued Availability: Where additional amounts of a product, by nature of its application, are likely to be needed by Owner at a later date for maintenance and repair or replacement work, provide a standard, domestically produced product which is likely to be available to Owner at such later date. Nameplates: Except as otherwise indicated for required approval labels, and operating data, do not permanently attach or imprint manufacturer's or producer's nameplates or trademarks on exposed surfaces of products which will be exposed to view either in occupied spaces or on exterior of the work. Labels: Locate surface or, where on an accessible conspicuous. required labels and stamps on a concealed required for observation after installation, surface which, in occupied spaces, is not Equipment Nameplates: Provide permanent nameplate on each item of service-connected or power operated equipment. Indicate manufacturer, product name, model number, serial number, capacity, speed, ratings and similar essential operating data. Locate nameplates on an easily accessed surface which, in occupied spaces, is not conspicuous. END OF SECTION 01600 PRODUCTS AND SUBSTITUTIONS 01600 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e WARRANTY GUARANTY TO: MERCY HOSPITAL 2215 Truxtun Avenue (P.O. Box 119) Bakersfield, CA 93302 NOTE: This form is to be completed by successful subcontractors, only at completion of work. GUARANTY - WARRANTY for........................................... We hereby warrant and the Contractor guarantees that the.. . . . . . . . . . . . . . . . .II .', . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ............................which we have installed in the ..... ....... II... II.. .......... II.. ...... ............... II.. has been done in accordance with the drawings and specifications and that the work as installed will fulfill the requirements of the Guaranty-Warranty included in the specifications. We agree to repair or replace any or all of our work, together with any other adjacent work which may be displaced by so doing, that may prove to be defective in its workmanship or materials within a period of .......... .year(s) from the date of acceptance of the above named structure by the Owner, without any expense whatsoever to the said Owner, ordinary wear and tear and unusual abuse or neglect excepted. In the event of our failure to comply with the above mentioned conditions within sixty (60) days after being notified in writing by the Owner, we collectively and separately do hereby authorize the Owner to proceed to have said defects repaired and corrected at our expense and we will honor and pay the costs and charges therefor upon demand. The date of filing the Notice of Completion will be considered the date of acceptance for the purpose of guarantees required. · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUBCONTRACTOR (type or print) CONTRACTOR (type or print) · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUBCONTRACTOR'S SIGNATURE CONTRACTOR'S SIGNATURE · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATED DATED GUARANTY - WARRANTY - 1 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e SUBSTITUTIONS WARRANTY In addition to other requirements, Contractor shall warrant in writin~ that substituted mater~als shall perform as specified, and assume complete responsibility for same, includin~ responsibility and costs requ~red for modifications to building or other materials or equ~pment, and any additional coordination with work of other trades. Testing, if required, shall be paid by Contractor. The following is an example of the type Substitution Warranty which shall be executed by the Contractor, on his own letterhead: SUBSTITUTION WARRANTY We propose to provide . . . . . . . . . . .", . . . . . . . . .. .. -, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (D@scribe items being proposed for substitution) for. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .In lieu of (List project name) and as an equivalent to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Describe specified product) as indicated on the drawings and described in Section.......... .. .of the Specifications. We agree to assume the cost of any modifications to other portions of the work as necessary to accommodate our material(s) and system( s) . We hereby warrant that II. ....... II. II... II II...... .,.. ". II.. (Provide Description) 1S the equivalent of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . In every respect conditions and use Specifications. (Specified product) and will perform satisfactorily under indicated on the Drawings and described in the the Signed: . . . . . . . . . . . . . . . . . . . . Date: · . . . I . . . . . . . . . . . " t"' . . . . (Manufacturer/Supplier/Other) Signed: .. . . . . . . . . . . . . . . . . . .. . . . . . . . Date: · , . . . . . . . . . . . . . . . . . . . . . (Subcontractor) Signed: . . . . . . . . . . . . . . . . . . . . . . . . . . Date: · . . . . . . . . . . . . . . . . . . . . . . (Contractor) NOTE: Affix Corporate Seal over Signatures. SUBSTIT~TION WARRANTY - 1 Mercy Hospital Truxtun - Electrical Upgrade S8-181R e e SECTION 01700 - PROJECT CLOSEOUT PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-l sections, apply to work of this section. SUMMARY: Definitions: Closeout is hereby defined to include general requirements near end of Contract Time, in preparation for final acceptance, final payment, normal termination of contract, occupancy by Owner and similar actions evidencing completion of the work. Specific requirements for individual units of work are specified in sections of Division 2 through 16. Time of closeout is directly related to Project Completion. PREREQUISITES TO COMPLETION: General: Prior to requesting Architect's/Engineer's inspection, complete the following and list known exceptions in request: In progress payment request coincident with or first following date claimed, show either 100% completion for work, or list incomplete items, value of incompletion, and reasons for being incomplete. Include supporting documentation for completion as indicated in these contract documents. Submit statement showing accounting of changes to the Con~ract Sum. Advise Owner of pending insurance changeover requirements. Submit specific warranties, workmanship/maintenance maintenance agreements, final certifications and documents. bonds, similar Obtain and submit releases enabling Owner's full and unrestricted use of the work and access to services and utilities, including (where required) occupancy permits, operating certificates, and similar releases. PROJECT CLOSEOUT 01700 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 2 Submi t record drawings, maintenance manuals, final project photographs, damage or settlement survey, property survey, and similar final record information. Deliver tools, spare parts, extra stocks of materials, and similar physical items to Owner. Arrange final changeover of locks and transmittal of keys to Owner, and advise Owner's personnel of changeover in security provisions. -' Complete start-up testing of systems, and instructions of Owner's operating/maintenance personnel. Discontinue (or change over) and remove from project site temporary facilities and services, along with construction tools and facilities, mockups, and si~ilar elements. Complete final cleaning up requirements, including touch-up of marred surfaces. Touch-up and otherwise repair and restùre marred exposed finishes. Review Procedures: Upon receipt of Contractor s request, Architect/Engineer will either proceed with review or advise Contractor of prerequisites not fulfilled. Following initial reviewj Architect/Engineer will advise Contractor of work which must be performed, and will repeat inspection when requested and assured that work has been completed. Results of completed review will form initial "punch-list" for final acceptance. PREREQUISITES TO FINAL ACCEPTANCE: General: Prior to requesting Architect's/Engineer's final inspection for certification of final acceptance and final payment, as required by General Conditions, complete the following and list known exceptions (if any) in request: ê Submit final payment request with final releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required. PROJECT CLOSEOUT 01700 Mercy Hospital Truxtun - Electrical Upgrade 88-181R' e e ~ u Submit updated final statement, accoun~ing for additional (final) changes to Contract Sum. Submit certified copy of ArchitecL's/Engineer's final punch-list of itemized work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, endorsed and dated by Architect/Engineer. Submit final meter readings for utilities, measured record of stored fuel, and similar data as of time of completion or when Owner took possession of and responsibility for corresponding elements of the work. Submit consent of surety. Submit final liquidated acceptable to Owner. damages settlement statement, Revise and submit evidence of final, continuing 1nsurance coverage complying with insurance requirements. Reinspection Procedure: Upon receipt of Contractor's notice that work has been completed, including punch-list items resulting from earlier inspections, and excepting incomplete items delayed becausß of acceptable circumstances, Architect/Engineer will re-review work. Upon completion of· reinspect ion , Architect/Engineer will either prepare certificate of final acceptance or advise Contractor of work not completed or obligations not fulfilled as required for final acceptance. If necessary, procedure will be repeated. RECORD DOCUMENT SUBMITTALS: General: Specific requirements for record documents are indicaLed in individual sections of these specifications. Other requirements are indicated in General Conditions. General submittal requirements are indicated in "Submi ttals .. sections. Do not use record documents for construction purposes; protect from deterioration and loss in the Field Office at the job site. provide access to record documents for Architect's/Engineer's reference during normal working hours. PROJECT CLOSEOUT 01700 Mercy Hospital Truxtun - Electrical Upgrade SS-laIR e e -t Record Drawings: Maintain a bl ue-l ine 0 r black-l ine set 0 f contract drawings and shop drawings in clean, undamaged condition, with markup of actual installatior.s which vary substantially from the work as originally shown. Such markings shall be kept up to date with the progress of work. Mark whichever drawing is most capable of showing "field" condition fully and accurately; however, where shop drawings are used for markup, record a cross-reference at corresponding location on working drawings. Mark with colored erasable pencil and, where feasible, use other colors to distinguish between variations in separate categories of work. Markup new information which is recognized to be of importance to Owner, but was for some reason not shown on either contract drawings or shop drawings. Give particular attention to concealed work, which would be difficult to measure and record at a later date. Note related change-order numbers where applicable. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on cover of each set. Indicate invert elevations of pipe below grade or floor line, plugged wyes, tees, caps, manholes; exact locations and sizes of piping , valves, conduit, junction or pull boxes; and all other pertinent data, and similar items required for maintenance and repair service. All such work shall be indicated by measured dimension to building corners or other permanent monuments, indicating its exact location in the concrete slabs or underground. Such drawings shall be made to scale. Preparation of Transparencies: In preparation for completion of the work, review completed markup of record drawings with Architect, when the marked up record drawings have been accepted by the Architect, after review, the Contractor shall secure and pay for one complete set of reproducible transparent sepia mylar prints of the original Contract drawings. v PROJECT CLOSEOUT 01700 Mercy Hospital Truxtun - Electrical Upgrade 88-181R . . ~ ..' Printing of original drawings to produce transparencies and other prints as requi red here in is Contractor's respons i bil it y. Architect will make original contract drawings available to Contractor's print shop. When authorized, proceed with preparation of a full set of corrected transparencies for contrac~ drawings and shop drawings. The Contractor shall employ a qualified Architectural Draftsman to transfer all architectural and structural changes to the reproducible transparent sepia prints (eradicate existing drawings where changed). The Contractor shall employ a qualified Draftsman to prepare the mechanical and electrical portions of the Record Drawings. Incorporate changes and additional information previously marked-up on print sets, by eradicating and redrawing where applicable, and by adding details and notations where applicable; refer instances of uncertainty to Architect for determination. Maintenance Manuals: Organize maintenance and operating manual information into one or more 2" heavy duty three ring vinyl covered binders. Identify each binder on both the front and spine. Thumb cab and index each chapter or section of manual. Include pocket folders in each section for overs~ze sheet information. Provide an index to the sections. Each section should include: Table of Contents Description of System Detailed Operating and Maintenance Instructions Recommended turn around cycles Required tools, lubricants, fuels and materials Control Sequences List of spare parts Inspection instructions Copies of Posted Instructions Index to Manufacturer~ Literature Emergency Instructions " PROJECT CLOSEOUT 01700 Mercy Hospital Truxtun - Electrical Upgrade ß8-181R . . G Bind manufacturers data separately and index to appropriate section. Include: Literature pertaining Maintenance Manuals Performance Curves Rating Data Shop Drawings Inspection Procedures to specific equipment installed. j The description of systems and general operating instructions for plumbing and electrical manuals may cover only complicated or unusual parts of these systems, such as sewage ejectors, transformers, high tension switchgear and signal and alarm systems. Manufacturer's literature and data shall be that of the actual equipment installed under contract for the particular facility. Further guidance is available in the ASHRAE guide and Data Book, 1970, Systems Volume, Chapter 39, Operation and Maintenance. The preparation of operating and maintenance manuals posted instructions and instructions for training personnel in operating and maintaining equipment installed in the building shall be the responsibility of the Contractor. Final Submittal: Not less than 30 days prior to completion of the project or actual start of operation (and instruction period, whichever is earlier), the Architect will be furnished four (4) complete sets of manuals for distribution after acceptance as follows: One (1) set including the original and reproducible copy of posted operation instruction to the Architect. One (1) set to the Contractor to be used for instruction purposes and turned oyer to the operating engineer in charge after completion of instruction. Two (2) sets to the Owner. PROJECT CLOSEOUT 01700 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . - I Scope: A separate manual or separate chapter will be prepared and submitted for each of the following classes of equipment or systems included in a project or as otherwise specified: Control Systems Plumbing Systems Fire Protection Electrical Systems. PART 3 - EXECUTION: CLOSEOUT PROCEDURES: Posted Instructions: Operating instructions and diagrams shall be prepared for posting near the equipment. Instructions shall be framed and mounted by the Contractor. Instruction: The Contractor shall be responsible for the instruction of operation personnel in the operation and maintenance of mechanical and electrical systems in the building. Type of Instruction: Instruction shall be on-the-job. The services of competent Contractors or manufacturers engineers and qualified maintenance personnel to adequately instruct the owner in the proper operation and maintenance of Operating and Maintenance Manuals prepared by the Contractor, manufacturer's literature of the actual equipment installed and copies of accepted operating instructions shall be used as a basis for the instruction. Addi tional requirements may be found In other sections of the specification. PROJECT CLOSEOUT 01ïOO Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . 8 FINAL CLEANING: General: Special cleaning for specific units of work is specified in sections of Divisions 2 through 16. General cleaning during progress of work is specified in General Conditions and as temporary services in "Temporary Facilities" section of this Division. Provide final cleaning of the work, at time indicated, consisting of cleaning each surface or uni t of work to normal "clean" condition expected for a first-class building cleaning and maintenance program. Comply with 'manufacturer's instructions for cleaning operations. The following are examples, but not by way of limitation, of cleaning levels required: The Contractor shall perform "cleaning up" work, as follows: After the paint work has been completed and just prior to final acceptance of the work by the Owner. Remove marks, discolorations surfaces. stains, fingerprints, dirt from painted or decorated work, and other or unpainted Remove spots, soits, paint, and other foreign matter from all other finished work; wash surfaces. Cleaning exterior and interior metal surfaces, including metal portions of doors required to have polish. Entire site, to within 50 feet of any construction accomplished under this contract shall be hand-raked clean of all debris (i.e., chunks of plaster, paper, rock, etc.). Any wind blown construction which shall be removed Contractor. paper, plastic, or other debris from litters areas within 500 feet of the project weekly at the expense of the General Remove all stains, marks, asphalt and paint from all concrete, curbs and walks. If stains and marks cannot be removed by normal cleaning procedure, the Contractor shall, at his expense, use water blast (2,000 psi) technique. PROJECT CLOSEOUT 01700 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R 'I · 4' ., Immediately prior to acceptance, sweep and hose all concrete walks and curbs and asphal t driveways. Areas shall be kept clean, ready for occupancy. Remove labels which are not required as permanent labels. Wipe surfaces of mechanical and electrical equipment including elevator equipment and similar equipment; excess lubrication and other substances. clean, remove Remove debris and including trenches, spaces. surface dust from equipment vaults, limited-access spaces manholes, and similar - Clean concrete pads in spaces. Pest Control: Engage an experienced exterminator to make a final inspection of project. and to rid project of rodents, insects, and other pests. Removal of Protection: Except as otherwise indicated by Archi tect/Engineer, remove temporary protection facilities which were installed during course of protect previously completed work during remainder of period. or requested devices and the work to construction Compliances: Comply regulations for cleaning at site, or bury debris or discharge volatile or drainage systems; remove in a lawful manner. with safety standards and governing operations. Do not burn waste materials or excess materials on Owner's property, other harmful or dangerous materials into waste materials from site and dispose of Where extra materials of value remaining after completion of associated work have become Owner's property, dispose of these to Owner's best advantage as directed. PROJECT CLOSEOUT 01700 Mercy Hospital Truxtun - Electrical Upgrade 88-181R · e 10 CONTINUING INSPECTIONS: General: Except as otherwise required by specific warranties, agreements to maintain, workmanship/maintenance bonds, and similar continuing commitments, comply with Owner's requests to participate in inspections at end of each time period of such continuing commitments. Participate in general inspection of the work approximately one year beyond date(s) of completion. END OF SECTION 01700 -< ,.. PROJECT CLOSEO~T 01700 Mercy Hospital Truxtun - Electrical Upgrade 88-181R - ~ SECTION 02070 - SELECTIVE DEMOLITION PART 1- GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 apply to work of this section. SUMMARY: Extent of selective demolition is indicated on drawings. Type of Selective Demolition Work: Demolition requires the selective removal and subsequent off site disposal of the following, including but not limited to: Removal of concrete flatwork, sidewalks, curb gutter as indicated on drawings. Removal and relocation of Fire Department connection as indicated on drawings. Removal of existing fuel oil storage tanks as indicated. Removal work specified elsewhere: Disconnection of certain electrical power distribution. Removal and protection of existing fixtures and" equipment lS specified ln Division 16. Trenching and backfill required in conjunction ~ith fuel storage tanks 1S specified in Division-2 and is included as ~ork of this section. Site clearing is specified elsewhere in Division 2. Earthwork is specified elsewhere in Division-2. Cutting nonstructural elements for underground piping and ducts, and for above grade piping, ducts, and conduit is included with the work of the respective mechanical and electrical Divisions 15 and 16 specification sections. . REGULATORY AGENCIES: Conform to requirements of all regulatory agencies including, but not limited to reference to underground fuel oil storage tank removal. Kern County Health Department/Environmental Health. Pamphlet CT-30. SELECTIVE DEMOLITION 02070 Mercy Hospital Truxtun - Electrical Upgrade 88-181R -- e <) :.. Environmental Protection Agency. Kern County Air Pollution Control District. NFPA Codes 30 and 31, Bulletin 329. California State water Resources Control Board Tank Regulations. American Petroleum Institute, Bulletin 1619. OSHA Codes. American Insurance Association. Underwriter Laborat~ries. SUBMITTALS: Schedule: Submit schedule indicating proposed methods and sequence of operations for selective demolition work to Owner's representative for review prior to commencement of work. Include coordination for shutoff, capping, and continuation of utility services as required, together with details for dust and noise control protection. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on-site operations. Coordinate with Owner's continuing occup~tion of portions of existing bu i lding. JOB CONDITIONS: Occupancy; Owner will be continuously occupying areas of the building immediately adjacent to areas of selective demolition. Conduct selective demolition work in manner that will minimize need for disruption of Owner's normal operations. Provide minimum of 72 hours advance notice to Owner of demolition activities which will severely impact Owner's normal operations. Condition of Structures: Owner assumes no responsibility for actual condition of items to be demolished. Conditions existing at time of commencement of contract will be maintained by Owner insofar as practicable. However, variations within structure may occur by Owner's removal and salvage operations prior to start of selective demolition work. SELECTIVE DEMOLITION 02070 ~ercy Hospital Truxtun - Electrical Upgrade 88-181R e e 3 \ Partial Demolition and Removal: Items indicated to be removed but of salvable value to contractor may be removed as work progresses. Transpor~ salvaged items from sit~ as they are removed. Storage or sale of removed items on site will not be permitted. Protections: Provide temporary barricades and other forms of protections as required to protect Owner' 5 - personnel and general public from injury due to selective demolition work. I.. Provide protective measures as required to provide free and safe access of Owner's personnel and general public to and from effected portions of site. Protect from damage existing finish work that is to remain in place and becomes exposed during demolition operations. .;:-r~' 1 ::!~.~~-~ ;tZ:.=. _ ::; _>'I';,i ",i-:'t Protect ground surfaces with suitable coverings when exposed by trenching as necessary. Provide temporary protection during interval between demolition and removal of existing construction on exterior surfaces, and installation of new construction to insure that no water leakage or damage occurs to adjacent areas of existing building. Remove protections at completion of work. Damages: Promptly repair damages caused to adjacent facilities by demolition work at no cost to Owner. Traffic: Conduct selective demolition operations and debris removal in a manner to ensure minimum interference with roads, streets, walks, and other adjacent occupied or u~ed facilities. Do not close, block or otherwise obstruct streets, walks or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. Explosives: Use of explosives will not be permitted. Utili ty Services: Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. SELECTIVE DEMOLITION 02070 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e of ~."'."\' ,:F~ ""-:. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in wri tin~ by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities. Environmental Controls: Use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in air to lowest practical level. Comply with governing regulations pertaining to environmental prQtection. Do not use water when it may create hazardous or objectionable conditions. PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION PREPARATION: Provide exterior shoring, bracing, or support to prevent movement, settlement or collapse of items to be demolished and adjacent facilities to remain. Cease operations and notify the Owner's representative immediately if safety of structure appears to be endangered. Take precautions to support structure until determination is made for ( continuing operations. Cover and protect equipment to remain from soiling or damage when demolition work is performed in areas from which such items have not been removed. Take all necessary precautions to maintain dust control as required to prevent spread of dust or fumes to occupied portions of the building. Provide covering as required for exterior openings resulting from demoli tion work. ~ Locate, identify, stub off and disconnect utility services that are not indicated to remain. Provide bypass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 72 hours advance notice to Owner if shutdown of service is necessary during changeover. SELECTIVE ~EMOLITION 02070 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e ;) " e DEMOLITION: Perform selective demolition work in a systematic manner. Use such methods as required to complete work indicated on Drawings in accordance with qemolition schedule and governing regulations. . " ;:...~.;~~. ~ :3¡r. Demolish concrete in small sections. construction to remain using power-driven .) use power-driven impact tools. .' ~ ..,. '" ,,> ~'-,. ': "\ . Cut concrete at junctures 'with masonry saw or hand tools; d~:~~t .;,,::}{'~~ J.. ~~:. 'f11;;'b: .', - Promptly remove debris to avoid imposing obstructions of surrounding areas. ~'"'.. .;.'" .~. .~. Provide services for effective air and water pollution controls as required by local authorities having jurisdiction. I , Demolish and remove below-grade wood or metal construction. below-grade concrete slabs. Break up For slabs on grade, use removal methods that will not crack or structurally disturb adjacent slabs or underground utilities. Use power saw where possible. Completely fill below-grade areas and voids resulting from demolition work. Provide fill consisting of approved earth, gravel or sand, free of trash and debris, stones and over 6" diameter, roots or other organic matter. Earthwork is specified elsewhere in Division 2. If unanticipated mechanical, electrical or structural elements which conflict with intended function or design are encountered, investigate and measure both nature and extent of the conflict. Submit report to Owner's representative in written, accurate detail. Pending receipt of directive from Owner's representative rearrange selective demolition schedule as necessary to continue overall job progress without delay. SALVAGE MATERIALS: Salvage Item: Where indicated on Drawings, carefully remove indicated items, clean, store and turn over to Owner and obtain receipt. DISPOSAL OF DEMOLISHED MATERIALS: Remove debris, rubbish and other materials resulting from demolition operations from building site. Transport and legally dispose of materials off site. Burning of removed materials is not permitted on project site. SELECTIVE DEMOLITION 02070 Mercy Hospital Truxtun - Electrical Upgrade BB-IBIR e e 6 CLEANUP AND REPAIR: Upon completion of demolition work, remove tools, equipment and demolished materials from site. Remove protections and leave interior areas broom clean. ~ ~ :.~ ~ '~:.: ,"t~:: ,".: Repair demolition performed in excess of that required. Return surfaces to remain to condition existing prior to commencement of selective demolition work. Repair adjacent construction or surfaces soiled or damaged' by 'selective demoli tion. ..' y., :....-': ... ' ,.. ~ '.' ,·'t.'" <':j.>::','.: :. END OF SECTION 02070 . -:"'i~ ,'!,.:\ ----..... . . ~'- ....' ..:¡ ""'; . . : ," . ~.:: :, ,.} ~ ,,-r, _;~ -' - .::~; ~::.: '.... ,.~ ..5..". SELECTIVE DEMOLITION 02070 ( Mercy Hospital Truxtun - Electrical Upgrade 88-181R c~· ''-'" ( ( e e SECTION 02110 - SITE CLEARING PART 1 - GENERAL . . - ~ Y__ftI· '., '..... ~: -> - ....f· .:, ." ,·"t ,', '-,";f - . -.-,-..'" RELATED DOCUMENTS: .., '.- .~. - ,". , :::n:: ,,' . ..... . ,',. . t ~~' _:: ',"" '.. ~.... Drawings and general provisions of Contract, including GeneraÌ and'''' Supplementary Conditions and Division-l apply _ to ,work of-:this ";:- section. ,,_c - . ..~. ·;t:t..~ .. .}.)~ : 'i~ : .£~ SUMlwfARY: ." . - ..-. L:,=s ~ ~. .:~ '1:<: .I.- "}. -:'7 :~ ~? :¡.:7 ondr~win s: ~~~~"~;:'. ~< _ ,;d ,.~j::~ë;~::,·. ~~'l~": :ri'¡.::,:-? g . '" '-!} t'<- r... :i ''''···'':t "' ""', ,.' «" "", ,.. .~"" -. " . . .......J T. " "; -,.,..f '._ J!!~..T ". - Extent of site clearing is shown ~ Site cl.earing includes, but is not limited to:- L. ""'>;"-~::':;¡:r~,:'!"':::'~~"~::"'::":: ~. :,',".'p.r. ote~tion of 4~~i~'~i~~ ~··;r:~~L.~~:~::":'~.~~:;,{~:~;~.::~:.~,..:~;~f~~~=~:J'i.~:{~~t: ::~i~;;;?-. . . -'..- -, " ''.......' '""> ,,~....~ ·\~:t;!~~.t '~:-". ~'~ -1'"' :.þ' .~.. "! ...::.:;~(:1;.....:" _-:::'J.i.~.-.¡-~:..~:-~. ..., 1 ~ -,'~"',,'~,> .. T'~ ~ -- : . ./ ',:')¡~"'.1~î'>;;¡'!..irç'·' ,. ~;(~)ìU·~iii.:':}'· Removal of trees and other vegetation. r'·' .... 't v-;... ,~\_ ... M'... Topsoil stripping. ~~ ~, ~,..:....: ~ . . ,,",,'.: '-' , 4'"':;"" " -:---,-- , -" ~ ...: ....~:.- ~, ;.".....' ~~ (', ..' Clearing and grubbing.;;' ·~;·'F·:;':'-· :-~,-.: t:~.. .:;"';;: V~'.!.';;¡!l.. . . ~ . . . '¿:.;,~ '..~ . Removing above-grade improvements. ."! . , ~_:. (\:. M¡ i" ~~..... :.:: :";;; ~"")~,:'-.i ';3Cr tu- 90 .. -.:, ~'";,.;.......... J" .'. ".. E:''':':; .. Removing below-grade improvements .."~.';:, '!..J .;J :,;.... i.D'!.~_"."¡jf.::':" ~ ~ . ~ ~.: -. . A JOB CONDITIONS: '_ ,.4.' .. ~~. ~'.'" . ·~,:;f:.~ \- ":'"':...;: , - .- ~ ",:..; ;;"¡" ~":. J -:" ..... , ~. ~ ~ : " , Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. . . Protect improvements of adjacent areas on Owner's propert~. Restore damaged improvements to their original. condition, as acceptable to parties having jurisdiction. : ;.~. Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks and other adjacent facili ties. Do not close or obstruct streets, walks or other facilities without permission from Owner and authorities having jurisdiction. SITE CLEARING 02110 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 2 Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or-' vehicular traffic, or parking of vehicles within drip line. Provide _ temporary guards to protect trees and vegetation to be ..:left " standing. ' - "'-' -' iN'_,' . ¡-: ~>. C-" ':. .', ... J ~ "- .' ~ Water" trees and other vegetation to remain within limits of contract work as required to maintain ~heir health during course of construction operations .'i';';\~:1:. ; _ " ..' '. -c -~:i',1'~', '>,_;; :_:y,:: Provide protection for roots over l-1/2" diameter cut during ..; construction operations. Coat cut faces with an emulsified asphalt,' or other acceptable coating, formulated for use on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. , . .- ~ ~-- Repair or replace trees and vegetation indicated to remain which are damaged by construction operations, in a manner acceptable to Architect. Employ qualified tree surgeon to repair damages to trees and shrubs. ..I' . ~!. ~ Replace trees which cannot'be repaired and restored to full growth { status, as determined by tree surgeon. ,. Salvable Improvements: Carefully remove items indicated to be sal vaged, and store on the Owner's premises where directed by Owner. PART 2 - PRODUCTS Not applicable. PART 3 - EXECUTION SITE CLEARING: General: Remove vegetation, improvements, or obstructions interfering with installation of new construction. Remove such items elsewhere on site or premises as specifically indicated or as directed by Owner. Removal includes digging out stumps and roots. SITE CLEARING 02110 Mercy Hospital Truxtun - Electrical Upgrade 88-181R ( e e 3 (. Carefully and cleanly cut roots and branches of trees indicated to be left standing, where such roots and branches obstruct.' ,new " construction. ",,':'':'. .-Ò,':; ,1 '" :" ";, ....~.~'~ ' Topsoil: Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4 It. Satisfactory topsoil '-is' " reasonably free of subsoil, clay lumps, stones, and other objects over 2" in diameter, and without weeds, roots, and 'other objectionable material. -.~ ," " ., . . :;".'{~ ,- -·)'¿~i,~~h~$'::1. - . '~ Strip topsoil to whatever depths intermingling with underlying material. " ·~'¿':~;.'),r~ , encountered in a manner to prevent subsoil or other "obj'ectioriäble-: ....:.:.:.~"!' '~.;/~.:-~.~ r·,...~·:~'..... ::'-.~:::".... 4 ¡ .......r~~·'" r'~¡1" <;.._.,."" - 4 . '. . .'~. '. " "<',f' "" ~""'. y., ", """, <. ,',,~ .j-,,~.~:~.#.:::~~~::~~ :-.:~~!~::~;{q~ Remove heavy growths of grass from areas before stripping. .,:,,:¡,.~..>.~., ~ .' . Where trees are indicated to be left standing ,stop ...topsoil, "-. ~ stripping a sufficient distance to prevent damage to main root~' system. Stockpile topsoil in storage piles where directed by Owner. Construct storage piles to freely drain surface water. Cover storage piles if required to prevent windblown dust. Clearing and Grubbing: Clear site 0 f trees, shrubs and other vegetation, except for those indicated to be left standing. Completely remove stumps, roots, and other debris protruding through ground surface. Use only hand methods for grubbing inside drip line of trees indicated to be left standing. Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated. Place fill material in horizontal layers not exceeding 6" loose depth, and thoroughly compact to a density equal to adjacent original ground. Removal of Improvements: Remove above-grade and below-grade improvements necessary to permit construction, and other work as indicated, specified elsewhere in Division 2. SITE CLEARING 02110 ~ercy Hospital Truxtun - Electrical Upgrade 88-l81R -- e 4 Abandonment or removal of certain underground pipe or conduits may be shown on mechanical or electrical drawings, and is included under work of those sections. Removal of abandoned underground piping or conduit interfering with construction is included under this section. . . .... -..... . , :...;,: 11 ::.;.: ~".- " c .~, . :";'.}',- «- . ::'.1"": ,~~ ~ .:"~ . '¡ DISPOSAL OF WASTE MATERIALS ":'-":! . ....'; ..-';;. .-~,' ,'" ~~'I Burning is not permitted ~n Owner's property. ,. , ." ,:.'~T~ '.'. ...:", ~- .' ~ ... . '.:' ~. ........~'" ,~t.i":r··:.[": :< ;~".~<;:<- Removal from Owner's Property: ~ ~--'f.'" " -. " .' - .' '" '; ,~ ~; -,: ';-~'! - ; -\f ",.f '1.. ·:!;w,~~"f .~_~.,..,...~~ ;~:.i:r.·-..-, ~~_:,...,:",<¡,\ topsoil ::from, .-.., .-.. ..",-;' Remove waste materials and unsuitable and excess Owner's property and ,legally dispose of off site. -- .. .....,; '. .:::~ ~;-:.~ ::~".~ ~,.~~':::~.; ;. END OF SECTION 02110 " ~ .. .~. .... 7 ~_.'~. :1:_:.;-- . " ,.. ':-<.::-: .~1., .."..: > ""f .... ~. v- - , ( SITE CLEARING 02110 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R -- e SECTION 02200 - EARTHWORK PART 1 - GENERAL RELATED DOCUMENTS: , - Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division-l apply to work of this section. . . '"" ~ ~.f' '. . : t'· .~ , . SUMMARY: "." ;". ........~.. .... ,'" The:extent of earthwork is shown on drawings. . '.' _. ~~ ...:.,-. . - -. \ '... ....... Preparation of subgrade for block enclosures, . slabs, walks, Landscaped areas and pavements is included as part of this work. ~. ,- ., ,., . ,-'-'-.: I,~ _.~;--, ,.. . '. .....''; . . '. '". - ..., - . , .' ..... -.: 'i~<~~ ~<. .~.' . ~_:~ ~.', ; tl' 'Drainage!ill -course for support of concrete block wall 'construction is included as part of this work~ .", t;; """L .'., " . :.. .::'~ '- ~ 7"'" ,~. ,~:::~;-.~, ,'.: _ <.:- . .~\ Backfilling of trenches is included as part of this work. ..6_- - , Excavation for Mechanical/Electrical Work: Refer to Divisions"15 and 16 sections for excavation and backfill required in conjunction with underground mechanical and electrical utilities, and buried mechanical and electrical appurtenances; not work of this section. QUALITY ASSURANCE:, , , . <0 ~ ..- :-t.'::_. _ ...._.....-,".. .. . . ~ -" ..~ .~. -* Codes and Standards: Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. Testing and Inspection Service: Owner will engage soil testing and inspection service for.quality control testing during earthwork operations. Soils Report: A foundation soils investigation by BSK & ASSOCIATES; Bakersfield, CA, dated October 27, 1989 is available for review by Contractor. Contents of report do not constitute a guarantee of all soils conditions that may be encountered in the work. EARTHWORK 02200 Mercy Hospital Truxtun - Electrical Upgrade 88-l8lR e e 2 SUBMITTALS: ... i; ,-,:_ ..~ 0:;""'" '. ,,:,- .;~. ;.:" Test Reports-Excavating: Submit following reports directly to Architect from the testing services, with copy to Contractor: ;-~ ", Test reports on borrow material. Verification of each footing subgrade. Field density test reports. 'i,-:'-,."o' '. ~One optimum moisturè-maximum density curve for each type of ! soil encountered. " : -' ';""-:;,,';.. : Report of actual unconfined compres"sive strength and/or results "of bearing tests of each strata tested. ,,'j ."\ ".,;:;;:-;; ,,~~'~, ,,' ~:' -! 4 ~:. ..... ,f~; ~ .:~ ~~ f. J.' -..; '.:. :. ... . j .,.:. ..~ .:;r;~-:';~ 4 ~J, JOB CONDITIONS: ,,- Site Information: Data "on indicated subsurface conditions are not intended as representations or warranties of accuracy or continuity between soil borings. It is expressly understood that Owner will not be responsible for interpretations or conclusions drawn therefrom by Contractor. Data are made available for convenience of Contractor. _. ~ ~',--..::- ~..7 " . ~ - ~. ~..t ~ Additional test borings and other exploratory operations may be made by Contractor at no cost to Owner. ( Existing Utili ties: Locate existing underground utili ties in areas of work. If util i ties are to remain in place, provide adequate means of protection during earthwork operations. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. Do not interrupt existing utilities serving facilities occupied and used by Owner, except when permitted in writing by Architect and then only after acceptable temporary utility services have been provided. Provide minimum of 72 hour notice to Architect and receive written notice to proceed before interrupting such facilities. EARTHWORK 02200 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R ( e e ( 3 Demolish and completely remove from site existing 'underground utilities indicated to be removed. Coordinate 'with utility compånies for shutoff of services if lines are active. - ...~. Use of Explosives: ~. ~,. ?"".- '"....) . ! '>.: _-,io..~ . '?~-;;.<¡,~:' The use of explosives is not permitted. Protection of Persons and Property: . Barricade open excavations ocèurring as part of this work ~nd post with warning lights. '.',' .. , ',:'. .... ·,~;'Lt.·. jÚ~,:.\¡ :~;':"':~' ,:-..(. _~'~~j~: ~:-:,d':~ Operate warning jurisdiction. lights as recommended by authorities having ~:..:~{ /~."i ~o! ~~~:-*,~~') .... ~ .;.. ," ¡~'.~ . ~ -" . .. ~ . .. ~ -, ,-. . .. ~ 4:~ . ~ -.~ ~.' :j . '~'1~~ ~",') ;~. ¿/~::-~ Y, t'~.;.' 'é.j ~~ '. and ·..õ'iher . movement, earthwork Protect structures, utili ties, 'sidewalks, pavements ~ facilities from damage caused by settlement,···lateral. undermining, washout and other hazards created by operations. PART 2 - PRODUCTS ~ ':'~ -:, .. __. ~ '.' "0"-' ..... ." --,,-' , {·c· ~ SOIL MATERIALS: .:~: . . - . .:' :.: -. r.. ".. ....:.... .. . _.... . - " - ., .~:; - .... .'''~' -..... Definitions: co~ ?:..,':'.:;;.;..:;.: :3'"·../.;.__... ._-. . ".:"1.':-': -::.... ", . ;";:'i.. .' -,.: ~":'~-;~'0'" "- ':". ", Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GW, GP, GM,SM, SW and SP. Unsatisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH and PT. Subbase Material: Naturally or artificially graded mixture of natural 'or crushed gravel, crushed stone, crushed slag, natural or crushed sand. . Drainage Fill: Washed, evenly graded mixture of crushed storie, .or crushed or uncrushed gravel, with 100% passing a 1-1/2" sieve and not more than 5% passing a No.4 sieve. Backfill and. Fill Materials: Satisfactory soil materials free of clay, rock or gravel larger than 4 It in any dimension, debris, waste, frozen materials, vegetable and other deleterious matter. EARTHWORK 02200 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 4 r,"" (,:'," The materials should also meet the following requirements: 1.8 to 30 percent finer than the No. 200 sieve 2. minimum "R" value o f 4 5 . '" , ". b: í-.i '{ .~: ' ::::~~.; :::x- PART 3 - EXECUTION ....~' ~~t _. '.. ::::'·?>-.Î EXCAVATION: . ~." ,-... , - .':~':-.'~ ~l·~·~' ~ Excavation is unclassified, and includes excavation to subgrade elevations indicated, regardless of character" of materials ànd obstructions encountered. '"'' '. ·:..:':·'1.!':;;~>O, Unauthorized excavation consists of removal of materiàls beyond indicated subgrade elevations or dimensions without, specific direction of Architect. Unauthorized excavation, :as well·.as remedial work directed. by Architect ,shall be at' ::Contractor 's '._~'.~'''' .;,_"·:it ~. _. ,.1" J :"'~ ~;1¡¿J~'\. expense. .< '-. -.- ..,....- '. -'~ Under footings, foundation bases, or retaining walls, fill unauthorized excavation by extending indicated bottom elevation of footing or base to excavation bottom, without altering required top elevation. Lean concrete fill may be used to bring elevations to proper position, when acceptable to Architect. Elsewhere, backfill and compact unauthorized excavations as specified for authorized excavations of same classification, unless otherwise directed by Architect. ( Addi tional Excavation: When excavation has reached required subgrade elevations, notify Architect who will 'make an inspection of conditions. If unsuitable bearing materials are encountered at required subgrade elevations, carry excavations deeper and replace excavated material as directed by Architect. Removal of unsuitable material and its replacement as directed will be paid on basis of contract conditions relative to changes in work. Stability of Excavations: Slope sides of excavations to comply wi th local codes and ordinances having jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. EARTHWORK 02200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R \, ( e e 5 Maintain sides and slopes of excavations in safe condition until completion of backfilling. , ;. :. " "'. .'~ - [' ç:~ :.:' Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights, stringers and cross-braces, in good serviceable condition. ., 'i':' '-~;.".'>',ci.r.~"):<::; 'pi', ' t-:,:i:a.~~.;;:? '.'~ }f.':,,·~ . - -- ",,, . :. ~. , Maintain shoring and bracing in excavations regardless of time pe~iod excavations will be open. Carry down shoring and bracing as excavation progresses.' '. ,.;, .:j ..-.....: "" ¡:r:::"~t~", ~';¡¡-,',.~':"'~",-.} ~ l"~"¡ ,,-~g;~~~~~:~~~t~~~~~L!-· . ~. ~ . ~ Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings, and soil.. changes detrimental to stability of subgrades and foundations. Provideand'~maintain' pumps t :. sumps t ·'·:¿;'suction ",..and discharge lines, and other components necessary-.to ·convey_wat.er away from excavations. ;.':o(:.:~ ",,--:,~,.: :::.. '~,,:..: Convey water removed from excavations and rain water to .collecting or runoff areas. Establish and maintain temporary drainage ditches and other diversions outside excavation limits foreac~ structure. Do not use trench excavations as temporary drainage ~i tches.. =<. " . '-., . --:"'" :". - :? ~::~ '.;:" ~. r~ .-'- ~,_....:~:- ~~.~: ;¡.r.-.J" r :T.~~ ~~ ~~.~.;.. ~.... . ~ . . Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill ,or fill. Plac~.t,· grade and shape stockpiles for proper drainage. . .. cr'" - -..- .' ~?::<~~;I!.Cf!-:'!'~ -.. Locate and retain soil materials away from edge of excavations. Dispose of excess soil material specified. .' ~-; ~O~ :::~ . and waste materials as herein J"I. ¡¡;. ',' ......." ._ ......:. ..1...... . - . . Excavation for Enclosures: Conform to elevations'and dimensions shown within a tolerance of plus or minus 0.10', and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation 9f services, other construction, and for inspection.'! ~ -; ; <i::· ".'1'; on:: 10 -:;:.1;' :...-' ,.. -. -...... ~ .'-...- - ; -'·-.'C-1'''''''.- t: ··qf In excavating for footings and foundations, take care not to disturb bottom of excavation. Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines and grades to leave solid base to receive other work. EARTHWORK 02200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . 6 C Ie':·' . Excavation of Emergency Generator: An area extending 4' beyond the limits of the mat foundation should be excavated to the footing elevation of the Central Plant to remove loose basement wall backfill. - :.' ,...-.... <::". ';: ç;t5: Excavation for Pavements: Cut surface under pavements to. comply wi thcross-sections, 'elevations and grades as shown ..,.;, , Cold Weather Protection: Protect excavation bottoms against fre'ezing when atmospheric temperature is less than 35 degrees ·F. (I degrees C). . ...>";;"7,',V.; '. COMPACTION: , . ." . M,' 1:",;.'t ~ ~ ,.' ," :~ :_-; ,-: General: .... Control soil, compaction during é~nstruction providing m1.n1.mum ';percentage" of density specified for:' eàch '':':'':area classification. ~ .'~!.':'~>;".: ,',;;-;,,;. ;;:,:~ : -'- -, ~ - . -:. -":-' :",~~,~:-., ~ ..,. - ~ Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum dry density for soils which exhibit a well-defined moisture density relationship determin~d in accordance with ASTM D 1557; and not less than the following percentages of relative densi ty t determined in accordance with ASTM D 2049, for soils which will not exhibit a well-defined ( moisture-density relationship. ' Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of backfill or fill material at 85% maximum density for cohesive soils and 90% relative density for cohesion1ess soils. Walkways and Pad Areas: Compact top 6" of subgrade and each layer of backfill or fill material a 90% maximum density for cohesive material or 95% relative density for cohesionless material. Moisture Control: Where subgrade or layer of sail material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, òr layer of sail material. Apply water in manner to prevent free water appearing on surface during or subsequent to compaction operations. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. EARTHWORK 02200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e I' i 7 Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing or pulverizing until moisture content is reduced to a satisfactory value. .; .;~. ~:x~::.~<: .: -:~ .,;;.' J;f'Jt5~:::. BACKFILL AND FILL: ~ -, - .....,.~. '.~ ::'::J:': ;-h~:;¥.,.~<:-;~:i;'~~ of£ General: Place accepta,ble soil mate'rial in layers to required subgrade elevations, ~or ,each area classification listed below~~d ,.,.·..r ..::' . ~ .-; }".<r "...qtí~'~:--:.·:: ~\ 1i. r "';'':;.,,:!tr.;11 ·'1·~":1~.;J" In excavations, use satisfactory excavated or borrow material:' ,. ' - '." " ' .: ."! .< J C"1~!; .':-"::~::";~; :; ..~; :¡- ~. if"'~~~ Under grassed areas, use satisfactory excavated .or .borrow material. ':'" -, q,' ',' ... ""-' '. 'u '{. > '.' ":j,t. 'I'" "'" '" " . . ,~ .;~, ,: 'i .L L ;' ~:< -, :,.i:: ,."" : ..::'; 6,,~ ' ;':~~'~~t'~';¡~~'i~~'~:;~J~~'f';:;~~ ; .' Under "walks 'and -"pavements, ~':\ùse ,'subbase; material t ~~: ,or satisfactory excavated or borrow material, or combination of both. .. ,. ~.. . ,Backfill excavations as promptly as work permits, ,but not until completion of the following: ""','-',, , , ' .. S'., ,'~,' I:~ Acceptance of construction below finish grade. -, Inspection, -'testing, approval, underground utilities. -. .--' - ~~._....... -r'!:; ~'. .-.... .... .. and recording locations of " , .. ~ -'-', ._ 4._ .'_ " - Removal of' concrete formwork. .. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. Removal of trash and debris. Permanent or temporary horizontal horizontally supported walls. bracing is in place on . - ,,' ..4- ~.' ~......_. ::--·..~.I:.,":"~~"'· -' =,':", - . ~ - . :~--- Ground Surfäèe Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. Plow, strip, or breakup s}oped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. EARTHWORK 02200 Mercy Hospital Truxtun ~ Electrical Upgrade 88-181R e e When existing ground surface has a density less than that specified under "Compaction" for particular area classification, break up ground surface, pulverize, moisture-condition to optimum moisture content, and compact to required depth and percentage of maximum density.' .'.' , ~<·":..·~,i;·i; Placement and Compaction: Place backfill and fill materials "in layers not more than 8" in ~oose depth for material compacted by heavy compaction equipment, and not more than .4" .in loose depth for material compacted by hand-operated tampers.·······,·,.; ...... .' ..:' , " _, ,: -It,. . . ... Before compacti~n', moistèn or aerate ~e~éhlayer' as' "necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. Do not place backfill or fill material on .. surfaces that are muddy, frozen, or contain frost or ice. ' _.~", '::. -. .~;;;~_. .... ,.~ ~ ",_ -. ~~ j... <"..1 '.".Þr:i .: -;t.t?~;::] Place backfill and fill materials evenly adjacent- tõ-'~truèt.ures, ~ to required elevations. Take care to prevent wedging action of backfill against structures by carrying material uniformly around structure to approximately same elevation in aach lift. GRADING: General: Uniformly grade areas wi thin limits of grading under this section, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are shown, or between such points and existing grades. Grading Outside Enclosure Lines: Grade areas adjacent to enclosure lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes, 'and as follows: Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10' above or below required subgrade elevations. Walks: Shape surface of areas under walks to line, grade and cross-section, with finish surface not more than 0.10' above or below required subgrade elevation. EARTHWORK 02200 Mercy Hospital Truxtun - Electrical Upgrade aa-lalR 8 .. ...,', .-" ... .,... 4"', ·"i. , ,," ~ '. , <-' ,.' . .:- .,,. -:' (;; c.~ II e ( \ 9 Pavements: Shape surface of areas under pavement' to line , grade and cross-section, with finish surface not more than 1/2" above or below required subgrade elevation. .>- .. Compaction: After grading, compact subgrade surfaces to the depth and percentage of ma~imum density for each area classification. '.,."'~; . '-, ~ . PAVEMENT SUBBASE COURSE: ,. .~ ':r - '." .,., . ;; -;... .wr.... " General: Subbase course consists of placing subbase material, ,in layers of specified thickness, over subgrade sur,face .,to supp~rt a pavement' base course. '.' '~"';" :,j~~':.;'.," ~ ;.....~ ;;:... "\. . . - .. . -~. ~--- ,:::~;LcSée other Division 2 sections for paving specifications."'; '.;¿.;;,::"-';;':;;:;. ·.:',:::,P' ,.,. ...... " ..:~~..~< ~:Y~}~f;;jr.r~þ':~I% Grade Control: During construction, maintain 'lines 'and grades including crown and cross-slope of subbase course. -, , - .. - . Shoulders: Place shoulders along edges of subbase course 'to prevent lateral movement. Construct shoulders of acceptable soil materials, placed in such quantity to compact to thickness of each subbase course layer. Compact and roll at least a 12" width of shoulder simultaneously with compacting and rolling of each layer of subbase course. ·mL:·_~ .ä...:i.S'";..i: ;.-,;-..:.:.¡,).:;...·...I;.· " a_.o, . :,,;.:....: .:.'.': " .::;, iJ ..:.... ".... .0 .~,~ .(.::.~~=~.-:: . Placing: Place subbase course material on prepared subgrade in layers of uniform thickness, conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting subbase material during placement operations.' ~._'. Whèn'a compacted subbase course is shown to be 6" thick or less, place-material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted. ~ DRAINAGE COURSE: i' ~. .. : ¡:: ~ .:, ~ " . E<.;it T--¡¡;/:' ...... ~ -. . ... .. _. :.:-. , . ::." . - ~"-'..' FIELD"QUALITY CONTROL :.':~ ~.~'t.'!'::'.~ - - ...~ _ z . . . . ..T_..~. Qualit'y Control Testing During Construction: Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed. EARTHWORK 02200 Mercy Hospital Truxtun - Electrical Upgrade aa-181R - - 10 Perform field density tests in accordance with ASTM D 1556 (sand cone method) or ASTM D 2167 (rubber balloon method), as applicable. r.... I~L.:· . Footing Subgrade: For each strata of soil on which footings will be placed, conduct at least one test to verify required design bearing capacities. -Subsequent ~verificationand approval of each footing subgrade may be based on a visual comparison of each subgrade with related tested strata, . when . .,acceptable to Architect/Engineer. , . . _ ., . "_. :<;''':'~^f''·.· .~~ ~.~~,':,:_;'::'.." ...:. ¡~. .:~'::';-;_...::;..:~.."'~ Paved Areas and Enclosure Subgrade: Make at 'least one' field density test of subgrade, but in no case less than 2 tests~. In each compacted fill layer, make one field density test. . Foundation Wall Backfill: 'Take at least 2 field density_tests, .,..at locations and elevations as directed. ". . . - . . -" :~ ·~:'f.::'·:<:..J~ ~'I'~~,:¡:~.;.Z"~-~;~ \J;:'~IJ''''';'_\1'...'': testing service~reports~änd have been placed are below compaction and testing at no If in opinion of Architect,~based on inspection, ·subgrade or fills which specified density~ provide additional additional expense. .'...... MAINTENANCE: Protection of Graded Areas: Protect newly graded areas from ( traffic and erosion. Keep free of trash and debris. Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances. Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density prior to further construction. Settling: Where settling is measurable or observable at excavated areas during general project warranty period, remove surface (pavement, lawn or other finish), add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible. EARTHWORK 02200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R t. - - (. DISPOSAL OF EXCESS AND WASTE MATERIALS: Removal from Owner's Property: Remove excess excavated material, trash, debris and waste materials and dispose of it off Owner's property. J END OF SECTION 02200 EARTHWORK 02200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R 11 . . . ~ e e ." ( SECTION 03010 - CONCRETE WORK PART 1 - GENERAL "". .: '. " , RELATED DOCUMENTS ; :::.~. ¡ ... ~'; ,.;/"..:,,: J .;. .:" ....... .,¿-:..~ :.~:",...... ...-,¡,'." i ~ 't'., Drawings and general provisions of Contract, including Gen~rai "a.~d <~' "' Supplementary Conditions and Division-1 apply to work specifiedin~~ this section. "'n--+:~> . "... .,., l ~. ;, ~-'~ ~ ," "¡;~~~.>.: '·~.-l·1_ j;:i;/:' -i,?,:¡,.~ . , " . . .. . . -';..-:;- ...-"J,. '~:::' f~ SUMMARY: ~. '~}-.. t· .~', '1.:":-' . >'..~- ~~·~:'i' '¡',~.t' ! I :~: . ~ 1 )f,'i ~. :t: _"' . :~ '..~ ið.:;:. ~J:"i~';"~:';" " ' The extent of concrete work is shown on drawings. "~I' -." .-. Concrete paving and walks are specified in Division 2. ~ . ~. H : ,'''J i '-; . :;"~ QUALITY ASSURANCE: . : , ~ "',... -."';-' '.. '.. ,.' ',~2' ~~~"'':-t... "., , . ..... " .:: r:\-:.~ ;~:ï' ~,~. ~ ·1 Codes and Standards: Comply with provisions of following codes, specifications and standards, except where more stringent requirements are shown or specified: ACI 30£ "Specifications Buildings". for Structural Concrete for ACI 318 "Building Code Requirements for Reinforced Concrete". Concrete Reinforcing Steel Institute, "Manual of Standard Practice". PROPORTIONING AND DESIGN OF MIXES: Concrete Mix Design: For each strength of concrete required for this project, the Owner's testing laboratory will prepare one mix design acceptable to the Structural Engineer. The mixes will be designed in accordance with applicable provisions of ACI 301 and Title 24, Section 2-2604(c). The testing laboratory will submit written reports to Architect of each proposed mix for each class of concrete at least 15 days prior to start of work. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-l8lR e e 2 Contraètor may elect to provide concrete proportioned in accordance with requirements of Title 24, section 2-2604( c) and associated table 2-26A. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials job conditions, weather, test results, or other circumstances warrant. Laboratory test data for revised mix design and strength results must be submitted to and .accepted by Structural Engineer before using in work. Costs of preparing mix design adjustments will be charged to the Contractor. Slump Limits: Mix designs must result in concrete slump at point of placement as follows: ..; Ramps and Sloping Surfaces: Not more than 3". Reinforced Foundation Systems: Not less than 3" and not more than 5.". All Other Concrete: Not less than 1" and not more than 4". Independent Testing Laboratory: All Tests will be conducted by an Independent Testing Laboratory under the terms provided in the General And Supplementary Conditions. Materials and installed work may require testing and retesting, as directed by Architect, at any time during progress of work. Allow free access to material stockpiles and facilities. Steel testing: One tensile test and one bend test will be made for each 2 1/2 tons or fraction thereof for each size of bar. When mill certificates are available, every 10 tons or fraction thereof will be tested. Title 24 Requirements: Cement testing shall be per Title 24, 2-2628(a). Comply with aggregate requirements of 2-2603(d} graded per Title 24, Table 2-26-H. Concrete testing will be per 2-2604(d). CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e ., J Mixes will be proportioned by one of three methods in accordance with 2-2604(c), using materials to be employed on the project for each class of concrete required, complying with ACI 211.1. Testing laboratory report will include the following data: Complete identification of aggregate source of supply. Tests of aggregates for compliance with specified requirements. Scale weight of each aggregate. Absorbed water of each aggregate. Brand, type and composition of cement. Brand, type and amount of each admixture. Amounts of water used in trial mixes. Proportions of each material per cu. yd. Gross weight and yield per cu. yd. of trial mixtures. Measured slump. Measured air content. SUBMITTALS: Concrete Materials: Contractor shall submit information regarding desired concrete materials and properties in sufficient time to allow Owner's testing laboratory to prepare accp.ptable mix designs without delaying the project. Product Data: Submit manufacturer's product data with application and installation instructions for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds, waterstops, joint systems, curing compounds, and others as requested by Architect. Material Certificates: Provide materials certificates in lieu of materials laboratory test reports when permitted by Architect. Material certificates shall be signed by manufacturer and Contractor, certifying that each item complies with, or exceeds, specified requirements. Provide certificates verifying quantities of materials signed by a licensed Weightmaster. J CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e -\, PART TWO - PRODUCTS FORM MATERIALS Forms for Exposed Finish Concrete: Unless otherwise indicated, construct formwork for exposed concrete surfaces with plywood, metal, metal-framed plywood faced or other acceptable panel-type materials, to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints and to conform to joint system shown on drawings. Provide form material with sufficient thickness to withstand pressure of newly-placed concrete without bow or deflection. Use plywood complying with U. S. Product Standard PS-I "B-B (Concrete Form) Plywood", Class I, Exterior Grade or better, mill-oiled and edge-sealed, with each piece bearing legible inspection trademark. Forms for Unexposed Finish Concrete: Form concrete surfaces which will be unexposed in finished structure with plywood, lumber, metal or other acceptable material. Provide lumber dressed on at least 2 edges and one side for tight fit. Form Coatings: Provide commercial formulation form-coating compounds that will not bond with, stain nor adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces. REINFORCING MATERIALS: Reinforcing Bars: ASTM A 615, deformed Grade 40 or Grade 60, as noted on the drawings. Supports for Reinforcement: Provide supports for reinforcement to space, support and fasten reinforcing bars and welded wire fabric in place. Use wire bar type supports complying with CRSI recommendations, unless otherwise acceptable. For slabs-an-grade, over waterproof membrane use precast concrete chairs to prevent penetration of the membrane. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade SS-l8IR e . J Do not use wood, brick or other unacceptable material. CONCRETE MATERIALS: Portland Cement: ASTM C 150, Type II,. Use one brand of cement throughout project. Normal Weight Aggregates: ASTM C 33, and as herein specified. Provide aggregates from a single source for exposed concrete. ... Local aggregates not complying with ASTM C 33 but which have shown by special test or actual service to produce concrete of adequate strength and durability may be used when acceptable to the Testing Laboratory and the Architect. Water: Drinkable. (i) RELATED MATERIALS: Moisture Barrier: Provide polyethylene sheet not less than 6 mils thick cover over prepared base material where indicated. Water Reducing Admixture: ASTM C 494, Type A, and containing not more than 0.1% chloride ions. Use admixtures for water-reducing in strict compliance with manufacturer's directions. Hardener/Sealer: Colorless aqueous solution containing a blend of magnesium fluosilicate and zinc fluosilicate combined with a wetting agent, containing not less than 2 lbs. of fluosilicates per gal. Moisture-Retaining Cover: ASTM C 171. One of the following, complying .."i th Waterproof paper or Polyethylene film or Polyethylene-coated burlap. Membrane-Forming Curing Compound: ASTM C 309, Type I unless other type acceptable to Architect. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-la1R e e 6 Expansion Joint Materials: Resilient and non-extruding premolded bituminous impregnated fiberboard complying with ASTM D 1751. CONCRETE MIXING: Ready-Mix Concrete: Comply with requirements of UBC Standard 26-13 and ASTM C 94, and as herein specified. Inspection of batch. plant will be provided by owner in accordance with Title 24, Section 2-2628(d). OR Batch plant inspection shall be waived in.accordance with Title 24, Section 2-2628(e)2. Provide batch ticket for each batch discharged and used in work, indicating project identification name and number, date, mix type, mix time, quantity, and amount of water introduced. Delete references for allowing additional water to be added to batch for material with insufficient slump. Addition of water to the batch will not be permitted. Necessary adjustments in amount of water shall be done at the batch plant. During hot weather, or under condi tions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C 94 may be required. When air temperature is between 85 degrees F (30 degrees Cc) and 90 degrees F (32 degrees C), reduce mixing and delivery time from 1-1/2 hours to 75 minutes, and when air temperature is above 90 degrees F (32 degrees C), reduce mixing and delivery time to 60 minutes. PART THREE - EXECUTION FORMS: Design, erect, support brace and maintain formwork to support vertical and lateral loads that might be applied until such loads can be supported by concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation and position. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e ï Design formwork to be readily removable without impact, shock, or damage to cast-in-place concrete surfaces and adjacent materials. Construct forms complying with ACI 347, to sizes, shapes, lines, and dimensions shown, and to obtain accurate alignment, location, grades, level and plumb work in finished structures. Provide for openings, offsets, recesses, reglets, chamfers. blocking, screeds, anchorages and inserts, and other features required in work. Use selected materials to obtain required finishes. Solidly butt joints and provide back-uþ at joints to prevent leakage of cement paste. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like, to prevent swelling and for easy removal. Provide temporary inaccessible for placement, and for openings and set mortar. Locate locations. openings where interior area of formwork is cleanout, for inspection before concrete placement of concrete. Securely brace temporary tightly to forms to prevent loss of concrete temporary openings on forms at inconspicuous Chamfer exposed corners and edges as indicated, using wood, metal, PVC or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. Form Ties: Factory-fabricated, adjustable-length, removable or snap off metal form ties, designed to prevent form deflection, and to prevent spalling concrete surfaces upon removal. Unless otherwise indicated, provide ties so portion remaining within concrete after removal is at least 1" inside concrete and which will not leave holes larger than 1" diameter in concrete surface. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-l8lR e e 8 Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses and chases from trades providing such items. Accurately place and securely support items built into forms. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt or other debris just before concrete is placed. Retighten forms and bracing after concrete placement if required to eliminate mortar leaks and maintain proper alignment. PLACING REINFORCEMENT: Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars", for details and methods of reinforcement placement and supports, and as herein specified. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials which reduce or destroy bond with concrete. Accurately position, support and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing - by metal chairs, runners, bolsters, spacers, and hangers, as requirsd. Place reinforcement to obtain at least minimum coverages for concrete protection. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. JOINTS: Construction Joints: Locate and install construction joints, which are not shown on drawings, so as not to impair strength and appearance of the structure, as acceptable to Architect. 'C" Provide keyways at least 1-1/2" deep in construction joints in walls, slabs, accepted bulkheads designed for this purpose may be used for slabs. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 9 Place construction joints perpendicular to the main reinforcement. Continue reinforcement across construction joints. The surface of all horizontal construction joints shall be cleaned and ròughened by removing the entire surface and exposing clean aggregate solidly embedded in mortar matrix, in accordance with Title 24, Section 2-2606(d). Control Joints in Slabs-on-Ground: Form weakened-plane using powered saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut joints into hardened concrete as soon as surface will not be torn, abraded, or otherwise damaged by cutting action. 0 Tooled Joints: Form'weakened plane joints in fresh concrete by grooving top of slab with a tool that can penetrate 1/4 of concrete thickness. Finish edges with a jointing tool. INSTALLATION OF EMBEDDED ITEMS: General: Set and build into work anchorage' devices and other embedded items required for other work that is attached 'to, or supported by, cast-in-place concrete. Use' setting drawings, diagrams, instructions and directions provided by suppliers of items to be attached thereto. Expansion Joints: Provide premolded joint filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, walks, and other fixed objects, unless otherwise indicated. Locate expansion joints at 20'-0" o.c. unless otherwise indicated. Edge Forms and Screed Strips for Slabs: Set edge forms or bulkheads and. intermediate screed strips for slabs to obtain required elevations and contours in finished slab surface. Provide and secure units sufficiently strong to support types of screed strips by use of strike-off templates or accepted compacting type screeds. ~ CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 10 PREPARATION OF FORM SURFACES: Coat contact surfaces of forms with a form-coating compound before reinforcement is placed. Thin form-coating compounds only with thinning agent of type, and in amount, and under conditions of form-coating compound manufacturer's directions. Do not allow excess form-coating material to accumulate in forms or to come into contact with concrete surfaces against which fresh concrete will be placed. Apply in compliance with manufacturer's instructions. Coat steel forms with a nonstaining, rust-preventative form oil or otherwise protect against rusting. Rust-stained steel formwork is ~ not acceptable. CONCRETE PLACEMENT: Preplacement Inspection: Before placing concrete, inspect and complete formwork installation, reinforcing steel, and items to be embedded or cast-in. Notify other crafts to permit installation of their work; cooperate with other trades in setting such work. Moisten wood forms immediately before placing concrete where form coatings are not used. Coordinate the installation of joint materials and moisture barriers with placement of forms and reinforcing steel. General: Comply with ACI 304, and as herein specified. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be. placed continuously, provide construction joints as herein specified. Deposit concrete as nearly as practicable to its final location to avoid segregation. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 11 Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 24" and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand-spading, rodding or tamping. Use equipment and procedures for consolidation of concrete in accordance with ACI recommended practices. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than visible effectiveness of machine. Place vibrators to rapidly penetrate placed layer and at least 6" into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until the placing of a panel or section is completed. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. Bring slab surfaces to correct level with straightedge and strike off. Use bull floats or darbies to smooth surface, free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. Maintain reinforcing in proper position during concrete placement operations. Cold Weather Placing: Protect concrete work from physical damage. or reduced strength which could be caused by frost, freezing actions, or low temperatures, in compliance with ACI 306 and as herein specified. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 12 When air temperature has fallen to or is expected to fall below 40 degrees F (4 degrees C), uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 degrees F (10 degrees C), and not more than 80 degrees F (27 degrees C) at point of placement. i Do not use calcium chloride, salt, and other materials containing antifreeze agents or chemical accelerators, unless otherwise accepted in mix designs. Hot Weather Placing: When hot weather conditions exist that would seriously impair quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 degrees F (32 degrees C). Mixing water may be chilled, or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixing. Cover reinforcing steel with water-soaked burlap if it becomes too hot, so that steel temperature will not- exceed the ambient air temperature immediately before embedment in concrete. Wet forms thoroughly before placing concrete. Do not use retarding admixtures unless otherwise accepted in mix designs. FINISH OF FORMED SURFACES: Rough Form Finish: For formed concrete surfaces not exposed-to-view in the finished work. This is the concrete surface having texture imparted by form facing material used, with tie holes and defective areas repaired and patched and fins and other projections exceeding 1/4" in height rubbed down or chipped off. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 13 Smooth Form Finish: For formed concrete surfaces exposed-to-view, or that are to be covered with a coating material applied directly to concrete, such as waterproofing dampproofing, painting, or other similar system. This is as-cast concrete surface obtained wi th selected form facing material, arranged orderly and symmetrically with a minimum of seams. Repair and patch defective areas with fins or other projections completely removed and smoothed to within 1/4" in 10 feet, maximum offset 1/8" between planes. Smooth Rubbed Finish: Provide smooth rubbed finish to scheduled concrete surfaces, which have received smooth form finish treatment, not later than one day after form removal. Smooth to within 1/4" in 10 feet, maximum offset 1/16" between planes. -' Moisten concrete surfaces and rub with carborundum brick or other abrasive until a uniform color and texture is produced. Do not apply cement grout other that created by the rubbing process. Combine one part portland cement to 1-1/2 parts fine sand by volume, and mix with water to consistency of thick paint. Blend standard portland cement and white portland cement, amounts determined by trial patches, so that final color of dry grout will closely match adjacent surfaces. Thoroughly wet concrete surfaces and apply grout to coat surfaces and fill small holes. Remove excess grout by scraping and rubbing with clean burlap. Keep damp by fog spray for at least 36 hours after rubbing. . Related Unformed Surfaces: At tops of walls, horizontal offsets surfaces occurring adjacent to formed surfaces, strike-off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. CONCRETE WORK 03010 Mercy Hospital Truxtun -, Electrical Upgrade 88-la1R e e 14 MONOLITHIC SLAB FINISHES: Scratch Finish: Apply scratch finish to monolithic slab surfaces that are to receive concrete floor topping or mortar setting beds for tile, portland cement terrazzo, and other bonded applied cementitious flooring material, and as otherwise indicated. After placing slabs, plane surface so that depressions between high spots do riot exceed 1/2" in 10 feet and 1/4" in 2' when tested with a 4' straightedge. Slope surfaces uniformly to drains where required. After leveling, roughen surface before final set, with stiff brushes, brooms, or rakes. Float Finish: Apply float finish to monolithic slab surfaces to receive trowel finish and other finishes as hereinafter specified, and slab surfaces which are to be covered with membrane or elastic waterproofing, membrane or elastic roofing, or sand-bed terrazzo, 8nd as otherwise indicated. After screeding and consolidating concrete slabs, do not work surface until ready for floating. Begin floating when surface . water has disappeared or when concrete has stiffened sufficiently to permit operation of power-driven floats, or both. Consolidate surface with power-driven floats, or by hand-floating if area is small or inaccessible to power units. Check and level surface plane to tolerance not exceeding 1/4" in 10' when tested with a 10' straight edge. Cut down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling refloat surface to a uniform, smooth, granular texture. Non-Slip Broom Finish: Apply non-slip broom finish to exterior concrete platforms, steps and ramps, and elsewhere as indicated. Immediately after trowel finishing, slightly roughen concrete surface by brooming with fiber bristle broom perpendicular to main traffic route. Coordinate required final finish wi th Archi teet before application. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 15 Chemical-Hardener Finish: Apply chemical-hardener finish to interior concrete floors \~here indicated. Apply liquid chemical-hardener after complete curing and drying of the concrete surface. Dilute liquid hardener with water, and apply in 3 coats; first coat, 1/3- strength; second coat, l/2-strength; third coat, 2/3-strength. Evenly apply each coat, and allow 24 hours for drying between coats. Apply proprietary chemical hardeners, manufacturer's printed instructions. in accordance with After final coat of chemical-hardener solution is applied and dried, remove surplus hardener by scrubbing and mopping with water. CONCRETE CURING AND PROTECTION: General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Start initial curing as soon as free water qas disappeared from concrete surface after placing and finishing. Concrete shall be maintained above 50 degrees F and shall be kept continuously moist for not less than 7 days. Begin final curing procedures immediately following initial curing and before concrete has dried. Continue final curing for at least 7 days in accordance with ACI 301 procedures. Avoid rapid drying at end of final curing period. Curing Methods: Perform curing of concrete by moist curing, by moisture-retaining cover curing, by membrane curing, and by combinations thereof, as herein specified. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 8S-l8lR e . 16 Provide moisture curing by following methods. Keep concrete surface continuously wet by covering with water. Continuous water-fog spray. Covering concrete surface wi th specified absorptive cover, thoroughly saturating cover wi th water and keeping continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with 4" lap over adjacent absorptive ·covers. Provide moisture-cover curing as follows: Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable width with sides and ends lapped at least 3" and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. Provide membrane curing to slabs as follows: Apply membrane-forming curing compound to concrete surfaces as soon as final finishing operations are complete (wi thin· 2 hours). Apply uniformly in continuous operation by power-spray or roller in accordance with manufacturer's directions. Recoat areas subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. Do not use membrane curing compounds on surfaces which are to be covered with coating material applied directly to concrete, liquid floor hardener, waterproofing, dampproofing, membrane roofing, flooring, painting, and other coatings and finish materials. ,.. Curing Formed Surfaces: Cure formed concrete surfaces, including undersides of beams, supported slabs and other similar surfaces by moist curing with forms in place for full curing period or until forms are removed. I f forms are removed, continue curing by methods specified above, as applicable. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-l8lR e e 17 Curing Unformed Surfaces: Cure unformed surfaces, such as slabs, floor topping, and other flat surfaces by application of appropriate curing compound. Final cure concrete surfaces to receive liquid floor hardener or finish flooring by use of moisture-retaining cover, unless otherwise directed. SHORES AND SUPPORTS: Comply with ACI 347 for shoring and reshoring in multistory construction. REMOVAL OF FORMS: Formwork not supporting weight of concrete, such as sides of beams, walls, columns, and similar parts of the work, may be removed after cumulatively curing at not less than 50 degrees F (10 degrees C) for 24 hours after placing concrete, provided concrete is sufficiently hard to not be damaged by form removal operations, and provided curing and protection operations are maintained. Formwork supporting weight of concrete, such as beam soffits, joints, slabsi and other structural elements, may not be removed in less than 14 days and until concrete has attained design minimum compressive strength at 28 days. Determine potential compressive strength of in place concrete by testing field-cured specimens representative of concrete location or members. Form facing material may be removed 4 days after placement, only if shores and other vertical supports have been arranged to permit removal of form facing material without loosening or disturbing shores and supports. REUSE OF FORMS: Clean and repair surfaces of forms to be reused in work. Split, frayed, delaminated or otherwise damaged form facing material will not be acceptable for' exposed surfaces. Apply new form coating compound as specified for new formwork. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgraàe 88-181R e e 18 . When forms are intended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use "patched" forms for exposed concrete surfaces, except as acceptable to Architect. MISCELLANEOUS CONCRETE ITEMS: Equipment Bases and Foundations: Provide machine and equipment bases and foundations, as shown on drawings. Set anchor bolts for machines and equipment to template at correct elevations, complying . with diagrams or templates of manufacturer furnishing machines and equipment. ~ Steel Pan Stairs: Provide concrete fill for steel pan and landings and associated items. Cast-in safety accessories as shown on drawings. Screed, tamp, concrete surfaces as scheduled. stair treads inserts and and finish CONCRETE SURFACE REPAIRS: Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms, when acceptable to Architect. Cut out honeycomb, rock pockets, voids over and holes left by tie rods and bolts, down in no case to a depth of less than 1 II . perpendicular to the concrete surface. mortar or proprietary patching compound, with water, and brush-coat the area to be grout, or proprietary bonding agent. 1/4" in any dimension, to solid concrete, but Make edges of cuts Before placing cement thoroughly clean, dampen patched with neat cement For exposed-to-view surfaces, blend white portland cement and standard portland cement so that, when dry, patching mortar will match color surrounding. Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching. Compact mortar in place and strike-off slightly higher than surrounding surface. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R It e 19 Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Architect. Surface defects, as such, include color and texture "irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets; fins and other projections on surface; and stains and other discolorations that cannot be removed by cleaning. Flush out form tie holes, fill with dry pack mortar, or precast cement cone plugs secured in place with bonding agent. Repair concealed formed surfaces; where possible that contain defe~ts that affect the durability of concrete. If defects cannot be repaired, remove and replace concrete. Repair of Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness, using a template having required slope. Repair finished unformed surfaces that contain defects which affect durability of concrete. Surface defects, as such, include crazing, cracks in excess of 0.01" wide or which penetrate to reinforcement or completely through non-reinforced sections regardless of width, spalling, pop-outs, honeycomb, rock pockets, and other objectionable conditions. Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days. Correct low areas in unformed surfaces during, or immediately after completion of surface finisping operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete. Proprietary patching compounds may be used when acceptable to Architect. CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 20 Repair defective areas, except random cracks and single holes not exceeding 1" in diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete wi th clean, square cuts and expose reinforcing steel with at least 3/4" clearance all around. Dampen concrete surfaces in contact with patching concrete and brush with a neat cement grout, or apply concrete bonding agent. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact and finish to blend with adjacent finished concrete. Cure in the same manner as adjacent concrete. Repair isolated random cracks and single holes not over 1" in diameter by dry-pack method. Groove top of cracks and cutout holes to sound concrete and clean of dust, dirt and loose particles. Dampen cleaned concrete surfaces and brush with neat cement grout, or apply concrete bonding agent. Mix dry-pack, consisting of one part portland cement to 2-1/2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. Compact dry-pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for not less than 72 hours. Perform structural repairs using epoxy-based mortar acceptable to Structural Engineer. Repair methods not specified above may be used, subject to acceptance of Architect. END OF SECTION 03010 CONCRETE WORK 03010 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e SECTION 03012 - CONCRETE & MASONRY REINFORCEMENT PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division-1 apply to the work specified in this section. SUMMARY: The extent of concrete reinforcement is shown on the drawings and in schedules. ~ The work includes fabrication and placement of reinforcement for cast-in-place concrete, including bars, welded wire fabric, ties and supp~rts. Fabrication only for masonry reinforcement. QUALITY ASSURANCE: The Installer must examine the substrate and the conditions under which concrete reinforcement is to be placed, and notify the Contractor in writing of unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. Codes and Standards: Comply with requirements or the following codes and standards, except as herein modified: American Welding Society, AWS D12.l "Recommended Practices for Welding Reinforcing Steel, Metal Inserts and Connections in Reinforced Concrete Construction". Concrete Reinforcing Steel Institute, "Manual of Standard Practice". American Concrete Institute, ACI 318 Requirements for Reinforced Concrete". "Building Code CONCRETE & MASONRY REINFORCEMENT 03012 Mercy Ho~pital Truxtun - Electrical Upgrade 88-l81R e e 2 TESTING AND INSPECTION .(O.S.A.) Provide testing in accordance with requirements of California Code of Regulations - Titles 21 and 24. Test all materials and obtain approvals before using. All tests will be paid for by Owner. Contradtor shall backcharge for any retests required because of failures. Steel testing: One tensile test and one bend test shall be for each 2 1/2 tons or fraction thereof for each size of bar. mil certificates are certificates are available test every 10 or fraction thereof. made When tons Mock-Up or Sample Panels: Provide reinforcing for mockup or sample panels as may be required for the cast-in-place concrete work specified. SUBMITTALS: Manufacturer's Data: For information only, submit 2 copies of manufacturer's specifications and installation instructions for all proprietary materials and reinforcement accessories. Mill Certificates: For information only, submit 2 copies of steel producer's certificates of mill analysis, tensile and bend tests for reinforcing steel. Indicate by transmittal that copy has been forwarded to Installer, for welded splices. Shop Drawings: Submit shop drawings for fabrication, bending, and placement of concrete reinforcement.' Comply with the ACT 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures". Show bar schedules, stirrup spacing, diagrams for bent bars, arrangements and assemblies, as required for fabrication and placement of concrete reinforcement. ~ CONCRETE & MASONRY REINFORCEMENT 03012 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 3 DELIVERY, HANDLING AND STORAGE: Deliver reinforcement to the project site bundled, tagged and marked. Use metal tags indicating bar size, lengths, and other information corresponding to markings shown on placement diagrams. I[) Prevent damage and accumulation of dirt or excessive rust on concrete reinforcement materials stored at the site. PART 2 - PRODUCTS MATERIALS: Welded Wire Fabric: ASTM A185 and UBC Standard 26-6. Reinforcing Bars (Rebar): ASTM A 615, and as follows+ Provide Grade 60 for bars No. 6 to 18, except as otherwise indicated. Provide Grade 40 for bar sizes No.3 to No.5. Unacceptable Materials: Reinforcement with any of the following defects will not be permitted in the work: Bar lengths, depths and bends exceeding specified fabrication tolerances. ,Bend or kinks not indicated on drawings or final shop drawings. Bars with reduced cross-section due to excessive rusting or other cause. PART 3 - EXECUTION INSTALLATION: Comply with the specified codes and standards, Reinforcing Steel Institute recommended practice Reinforcing Bars", for details and methods or placement and supports, and as herein specified. and Concrete for "Placing reinforcement CONCRETE & MASONRY REINFORCEMENT 03012 Mercy Hospital Truxtun - Electrical Upgrade 88-18IR e e 4 Clean reinforcement to remove loose rust and mill scale, earth, ice, and other materials which reduce or destroy bond with concrete. Position, support and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers and hangers, as required. Place reinforcement to obtain the minimum coverages for concrete protection. Arrange, space, and securely tie bars and bar supports together with 16 gauge wire to hold reinforcement accurately in position during concrete placement operations. Set wire ties so that twisted ends are directed away from exposed concrete surfaces. Welding of crossing bars shall not be permitted for assembly of reinforcements. Install welded wire fabric in as long lengths as practicable. Lap adjoining pieces at least one full mesh and lace splices with 16 gauge wire. Do not make end laps midway between supporting beams, or directly over beams of continuous structures. Offset end laps in adjacent widths to prevent continuous laps. Provide sufficient numbers of supports and of strength to carry reinforcement. Do not place reinforcing bars more than 2" away beyond the last leg of any continuous bar support. Do not use supports as bases for runways for concrete conveying equipment and similar construction loads. Splices: Provide standard reinforcement splices by lapping ends, placing bars in contact, and tightly wire tying. Comply with requirements of ACI 318 for minimum lap of spliced bars. ,.. Reinforcement to be welded shall be indicated on the approval plans. If mill test reports are not available, chemical analysis shall be made of bars representative of the bars to be welded. The bars to be welded shall meet the requirements of AWSD12.1. Welding shall not be done on or wi thin two bar diameters of any bent portion of a bar which has been bent cold. CONCRETE & MASONRY REINFORCEMENT 03012 Mercy Hospital Truxtun - Electrical Upgrade B8-181R ·1 e e 5 Welded splices in bars larger than No. II, or where No. 11 bars are spliced to larger size bars, and elsewhere as shown. Use full penetration butt welds by the electric-arc method unless otherwise shown. Use only welders who have passed the AWS standard qualification tests wi thin the previous year. Weld splices to develop 125% of the specified yield strength of the bars, or of the smaller bar in transition splices. Clean bars of oil, grease, dirt and other foreign substances and flame-dry before welding. Preheat bars before welding. Stagger splices in adjacent bars. Prepáre ends of bars in compliance with AWS D12.1. Mechanical butt splicing, using exothermic welding processes and high strength steel sleeves which develop the same values of strength, may be used in lieu of electric-arc welding, at Installer's option. Comply with manufacturer's directions for preparation of bars and installation procedures. End splices in vertical reinforcing for No. 11 bars and larger may be made using a mechanical friction device which provides positive alignment during placement. Welding: Comply with the requirements of AWS D12.1 for field welding. Prior to field welding, determine the weldabili ty of reinforcing bars by a laboratory chemical analysis of steel. Only steel conforming to the chemical requirements specified in AWS D12.1 may be welded. Inspection and Test of Welds: Test will be made by the Owner's testing laboratory for reinforcing bar welds, as follows: Certification of welders engaged in electric-arc welding of reinforcing. Inspection of reinforcing bar welds. X-ray test of one of the first 3 arc-welds may be each welder. Make 2 tensile tests of sample welds of the largest size bar for each type of welding. CONCRETE &, MASONRY REINFORCEMENT 03012 , Mercy Hospital Truxtun - Electrical Upgrade 88-l8lR e . Deficient welds will require the Contractor to provide and pay for such additions X-rays and tests as directed by the Architect. Repair or replace defective welds to the satisfaction of the Architect. END OF SECTION 03012 -' ,.. CONCRETE & MASONRY REINFORCEMENT 03012 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . SECTION 04230 - REINFORCED UNIT MASONRY PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-l apply to work of this section. SUMMARY: Extent of reinforced unit masonry (concrete block) work is indicated on drawings and in schedules. Work of this Section also includes, but is not limited to: Setting and incorporating into masonry all accessories, sheet metal work, miscellaneous iron, anchor bolts, wood blocks, bolts, anchors, metal attachments, inserts, equipment, etc., as furnished and as located by others. Providing the removal of and the repair of such sections of masonry for inspection as may be required by the governing authority. Providing supervision of dowel installation in concrete work. Cleaning the site of all debris and rubbish caused by the work of this trade. QUALITY ASSURANCE: Fire Resistance Rated Masonry: Comply with requirements for materials and installation established by governing authori ties for construction and fire-resistance ratings indicated. Manufacturer: Obtain masonry units from one manufacturer, of uniform texture and color for each kind required, for each continuous area and visually related areas. Mortar Materials: Obtain each kind of mortar material from the same sources throughout the project to help ensure uniform texture and color. REINFORCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-l8IR e . 2 Construction Tolerances: ,- f Variation from Plumb: For vertical lines and surfaces, do not exceed 1/4" in 10', or 3/8" overall. Variation from Level: For horizontal lines and surfaces, do not exceed 1/4" in any bay nor 3/4" in 40' or more. Variation of Linear Building Line: For position shown in plan, do not exceed 1/2" in any bay nor 3/4" in 40' or more. Variation in Cross-Sectional Dimensions: For columns and thickness of walls, from dimensions shown, do not exceed minus 1/4" nor plus 1/2". TESTING AND INSPECTION (O.S.A.) Jurisdiction: Provide testing in accordance with requirements of California Code of Regulations - Title 24. Pre-constructi~n Testing: Coordinate testing of materials with Owner's testing laboratory to avoid delays in ccnstruction. O.S.A. approval of materials is required before using. All tests will be paid for by Owner. Contractor shall 'be backcharged for any retests required because of failures. Concrete Block: Sample and test in accordance with UBC Standard 24-7 and ASTM C 426. Cement: Test in accordance with ASTM C 150. Mortar: Furnish Mortar in accordance with Title 24, Section 2-2403 (r). Test Mortar in accordance with Title 24, Section 2-2404 (d). Grout: Furnish Grout in accordance with Title 24, Section 2-2403 (s). Test Grout in accordance with Title 24, Section 2-2404 (d). Test Reports: Deliver one copy Engineer, Inspector, Contractor, Architect. each to Arch! tect, Structural Owner and Office of the State REINFORCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-18IR e . 3 Inspection During Laying: Inspector shall be constantly present during laying of reinforced unit masonry. Inspection shall comply with Title 24, Section 2-2423 (a). O.S.A. Approval of High Lift Grouting: O.S.A. approval is required for a~y proposed grouting method where the height of grout pour exceeds 24". SUBMITTALS: Product Data: Submit manufacturer's specifications and other data for each type of masonry unit, accessory, and other manufactured products, including certifications that each type complies with specified requirements. Include instructions for handling, ~ storage, installations, and protection. Mill Certificates: Submi t 2 copies of steel producer's certificates of mill tests for all reinforcing stock. Shop Drawings: Submit shop drawings for fabrication, bending and placement of reinforcing bars. Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures Practice for Detailing Reinforced Concrete Structures". Show bar schedules, diagrams of bent bars, stirrup spacing, lateral ties and other arrangements and assemblies as required for fabrication and placement of reinforcing for unit masonry work. Uñi t Masonry Samples: For verification of color and texture , submit the three samples of each type of block to be used. Show full range of color and texture variations to be expected in the finished work. Mortar Samples: For verification of color, submit samples of each type of mortar to be used. Show full range of color and texture variations to be expected in the finished work. Label samples to indicate type and amount of colorant used. DELIVERY AND HANDLING: Delivery and Handling: Deliver materials, and store separately on site. Handle masonry units by hand or pallet only. No dumping. Remove damaged units from site. REINFORCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-l8lR e . 4 JOB CONDITIONS: Protection o'f Work: During erection, cover top 24" of walls with well secured heavy waterproof sheeting at end of each day's work. Cover partially completed structures when work is not in progress. Do not apply uniform floor or roof loading for at least 12 hours after building masonry walls or columns. Do not apply concentrated loads for at least 3 days after building masonry walls or columns. Protect sills, ledges and projections from droppings of mortar. Staining: Prevent grout or mortar from staining the face of masonry to be left exposed or painted. Remove immediately grout or mortar in contact with such masonry. Cold Weather Protection: Remove all masonry determined to be frozen or damaged by freezing conditions. When air temperature is below 40 d~g. F., heat sand or mixing water to produce mortar temperatures between 40 deg. F. and 120 deg. F. When the mean daily air temperature is below 40 deg. F., protect completed masonry and masonry being worked on from rain or snow for at least 24 hours by covering with weather-resistive membrane. PART 2 - PRODUCTS CONCRETE MASONRY UNITS: Size: Manufacturer's standard units with nominal face dimensions of 16" long x 8" (15-5/8" X 7-5/8" actualQ) unless otherwise indicated. Concrete Block: Modular open end regular weight units (one end open) conforming to ASTM C90, Grade "N-l". Units shall be true, to dimensions, have 1-1/4" minimum shell thickness, unobstructed vertical flue measuring not-less than 3" x 4", and maximum linear shrinkage of not to exceed .06% from saturated to oven dry condition. Provide sizes indicated on drawings and as indicated herein. ~ REINFORCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-l8lR e . ;) Special Shapes: Provide where shown lintels, corners, jambs, sash, control and other special conditions. and where required for joints, headers, bonding Exposed Surfaces: Match Architect's sample for color and texture. REINFORCING: Reinforcing Bars: ASTM A 615, provide Grade 40 for bars No.3 to No.5, Grade 60 for bars No. 6 to No. 18, except as otherwise indicated. Shop-fabricate reinforcing bars which are shown to be bent or hooked. Bars shall be bent cold. MORTAR AND GROUT MATERIALS: Portland Cement: ASTM C 150, Type II. Provide natural color or white cement as required to produce required mortar color. Lime: ASTM C 207, Type S, special finishing hydrated lime, non-air-entrained. Aggregate for Mortar: UBC Standard No. 24-21. Aggregate for Grout: UBC Standard No. 24-23. Colored Mortar Pigments: Provide pigments compounded for use in masonry mortar using only iron or chromium oxides. MASONRY ACCESSORIES: Non-Metallic Expansion rubber filler strips compression up to 35%. MORTAR AND GROUT MIXES: Joint Strips: Premolded, flexible neoprene complying with ASTM D 1056, capable of Provide width and thickness indicated. . General: Do not use admixtures 1n mortar or grout other than those specified herein. Measurement: Use methods which will ensure that proportions are controlled and accurately maintained. aggregate materials in a damp, loose condition. specified Measure REINFORCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 6 Mortar: ASTM C 270, and the following proportions by volume; one part portland cement, ~ 1/2 to 4 parts sand, and between 1/4 and 1/2 parts lime. Admixtures: Admixtures shall not be added to the mortar unless approved by the building official. () Colorant: Use accepted pigments to produce mortar matching color of accepted samples. The total clay content, including that in the sand shall not exceed two percent of the sand cont~nt or six percent of the cement content. The proportion of water in the mix shall be that amount which will result in the required slump of 2-3/4 inches +1/4 inch using a truncated cone 4" to 2", 6" high. Mortar shall be type "5" and have a minimum compressive strength at 28 days of 1800 psi in accordance with Section 2403 of UBC. Retempering Mortar: Retempering of mortar shall be done only by adding water into a basin made with the mortar and the mortar carefully worked into it. Retempering by dashing water over the mortar shall not be permitted. Any mortar which is unused one hour after the initial mixing shall be removed from the work. Grout for Unit Masonry: ASTM C 476 and the following proportions; one part portland cement, three pàrts fine aggregate and two parts pea gravel aggregate. Aggregate shall comply with U.B.C. Standard No. 24-23. The proportion of water in the m1X shall be that amount which will cause the grout to flow into all joints of the masonry without segregation, which can be pumped through a standard grout machine; and which will result in an ultimate (2S day) compressive strength of 2000 pounds per square inch, in accordance with UBC Section 2403. REINFÓRCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e «I ï PART 3 - EXECUTION PLACING REINFORCING: General: Clean free of loose rust, mill scale, earth, or other materials which will reduce bond to mortar or grout. Do not use reinforcing bars with kinks or bends not shown on drawings or final shop drawings, or bars with reduced cross-section due to excessive rusting or other causes. Position reinforcing accurately at the spacing shown. Support and secure vertical bars against displacement. Horizontal reinforcing may be placed as the masonry work progresses. Where vertical bars are shown in close proximity, provide a clear distance between bars of not less than the nominal bar diameter or 1" (whichever is greater) . For columns, piers and pilasters, provide a clear distance between vertical bars as shown, but not less than 1-1/2 times the nominal bar diameter or 1-1/2", whichever is greater. Provide lateral ties as shown. Vertical bars shall be placed prior to the erection of the wall and shall be held in position at top and bottom and at intervals not exceeding 160 diameters of the reinforcement with at least number 16 gauge annealed wire. Dowels: Masonry Contractor shall supervise and be responsible for the proper installation of reinforcing dowels by others. Dowels shall not be bent to obtain the proper alignment with the vertical cell. Splicing: Splices shall be made with a lap of at least 40 bar diameters unless noted otherwise. The bars shall be placed in contact and wired together in such a manner as to maintain the proper clearances. In general, splices shall be staggered at least 4'-0". Do not splice vertical reinforcement except where shown on the drawings. Embed metal . ties in mortar joints as work progresses, with a minimum mortar cover of 5/8" on exterior face of walls and 1/2" at other locations. REINFORCED UNIT ~ASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 8 Anchoring: Anchor reinforced masonry work to supporting structure as indicated. INSTALLATION, GENERAL: Layout walls in advance for accurate spacing of exposed bond patterns with uniform joint widths, and to properly locate openings, movement-type joints, returns and offsets. Do not use of less-than-half-size units. Install (lay) masonry units in common running bond pattern as indicated. Build chases and recesses as shown and as may be required for the work of other trades. Provide not less than 8" of masonry between chase or recess and jamb of openings, and between adjacent chases and recesses. Consul t other trades installation of their patching. and make work in provisions a manne r that will permit to avoid cutting the and Temporary Formwork: Provide formwork and shores as required for temporary support of reinforced masonry elements. Design, erect, support, brace and maintain formwork. Construct formwork Make sufficiently concrete (if any). portion and shape masonry. to conform to shape, line and dimensions shown. tight to prevent leakage of mortar grout, or Brace, tie and support as required to maintain during construction and curing of reinforced Do not remove forms and shores until reinforced masonry member has hardened sufficiently to carry its own weight and all other reasonable temporary loads that may be placed on it during construction. Allow not less than the following mïnimum time to elapse after completion of the member before removing shores or forms: 10 days for girders and beams. 7 days for reinforced masonry soffits. REINFORCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-181R - e 9 Fitting: Cut masonry units with motor-driven saw designed to cut masonry with clean, sharp, unchipped edges. Cut units as required to provide pattern shown and to fit adjoining work neatly. Use full units without cutting wherever possible. Where electric conduit, outlet and switch boxes occur, grind and cut units before building- in services. Coordinate work with electrical subcontractor. Cutting of all units exposed in finished work shall be done with an approved type of power saw. Be careful not to overcut openings for outlet and switch boxes. If the block opening is overcut and cannot be covered by the standard cover plates, the masonry contractor shall at his expense replace the face shell. The Architect will not accept patching of overcuts with mortar. Do not wet concrete masonry units. All units shall be free from water adhering to their surfaces when they are laid in the wall. Lay-up walls plumb, level, and true, accurately spaced and coordinated with other work. Remove masonry units disturbed after laying; clean and relay in fresh mortar. Do not pound corners at jambs to fit stretcher unLts which have been set in position. If adjustments are required, remove masonry units, clean off mortar, and reset in fresh mortar. Stop masonry work by racking back 1/2-masonry unit length in each course; do not tooth. Stop grout pours 4" back of rack at ends and as further specified at top of pours. Prior to resuming masonry work, remove loose units and unbonded mortar, clean exposed surfaces of set masonry. Build in items specified under this and other sections of these specifications as the work progresses. Fill':"in solidly with masonry around built-in items. -:- Fill space between hollow metal frames and masonry solidly with mortar. Where built-in items are to be embedded in cores of. hollow masonry units, place a layer of small mesh expanded metal lath or wire screening in joint below and rod mortar or grout into core. REINFORCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 10 Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells; also bed webs in mortar in starting course on footings and foundation walls and in all courses of piers, columns and plasters,. and where adjacent to cells or cavities to be reinforced and to be filled with grout. Alignment: Block shall be laid in such a manner to preserve the unobstructed vertical continuity of the cells all of which are to be filled with grout. Joints: Maintain joint widths shown, except for minor variations required to maintain bond alignment. If not shown, lay walls with 3/8" joints. Tool exposed joints slightly concave, unless otherwise indicated. Cut joints flush for masonry which will be concealed or covered by other materials. Rake out mortar wherever joints are to receive caulking or sealants. Cut joints flush for masonry walls which are to be covered by other materials, unless otherwise shown. Where bases are indicated for exposed masonry surfaces, joints shall be cut flush to height of base. Install movement type joints (expansion, control and isolation) as shown. Pointing: During the tooling of joints, enlarge any voids or holes, except weep holes, and completely fill with mortar. Point-up all joints at corners, openings and adjacent work to provide a neat, uniform appearance, properly prepared for application of caulking or sealant compounds. EMBEDDED ITEMS: The Contractor shall cooperate with all tradesmen to insure that all conduit, anchor bolts, sleeves, inserts, hangers, etc., are properly installed and secured in correct position. All embedded items shall be thoroughly clean and free from rust, scale, oil and other foreign matter. All bolts which are embedded in masonry shall be grouted in place with not less than on inch of grout between the bolt and a masonry unit and shall be accurately set with templates. REINFORCED UNIT MASONRY 04230 Me~cy Hospital Truxtun - Electrical Upgrade 88-181R e -- 11 Pipes, other than electrical conduit shall not be embedded in masonry. Rigid electric conduit may be embedded in structural masonry in locations indicated on the approved drawings. Grouting: Use "Fine Grout" for filling spaces less than 2" in both horizontal directions. Use "Coarse Grout" for filling 2" spaces or larger in both horizontal directions. Grouting Technique: Fill all block cells with grout. Use either low-lift or high-lift grouting techniques subject to the requirements which follow. Contractor must obtain O.S.A. approval of any high lift grouting methods. Low-Lift Grouting: Place vertical reinforcing prior ~o laying of ~ CMU. Extend above elevation of maximum pour height as required to allow for splicing. Support in position at vertical intervals not exceeding 160 bar diameters. Lay CMU to maximum pour height. Do not exceed 2' height, or if bond beam occurs, stop pour at course below bond beam. Pour grout using container with spout or by chute. Rod or vibrate grout during placing. Place grout continuously; do not interrupt pouring of grout for more than one hour. Terminate grout pours 1-1/2" below top course of pour. Bond Beams: Stop grout .in vertical cells 1-1/2" below bond beam course. Place horizontal reinforcing in bond beams; lap at corners and intersections as shown. Place grout in bond beam course before filling vertical cores above bond beam. High-Lift Grouting: Do not use high-lift grouting technique for grouting of CMU unless minimum cavity dimension is 3-1/2" or larger. Provide cleanout holes in first course at all vertical cells which are to be filled with grout. Use units with one face shell removed and provide temporary supports for units above, or use header units with concrete brick supports, or cut openings in one face shell. ,- Construct masonry to full height of maximum grout pour specified, prior to placing grout. Limit grout pours to heights permitted by O.S.A. for the type of units, reinforcing and grout used in the work. REINFORCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 12 Place vertical reinforcing before grouting. Place before or after laying masonry units, as required by job conditions. Tie vertical reinforcing to dowels at base of masonry. Support vertical reinforcing at intervals not exceeding 160 bar diameters. Place horizontal beam reinforcing as the masonry units are laid. Preparation of grout spaces: Prior to grouting, inspect and clean grout spaces. Remove du~t, dirt, mortar droppings, loose pieces of masonry and other foreign materials from grout spaces. Clean reinforcing and adjust to proper position. Clean top surface of structural members supporting masonry to ensure bond. After final cleaning and inspection, close cleanout holes and brace closures to resist grout pressures. Do not place grout until entire height of masonry to be grouted has attained sufficient strength to resist displacement of masonry units and breaking of mortar bond. Install shores and bracing, if required, before starting grouting operations. Limit grout pours to sections which can be completed in one working day with not more than one hour interruption of pouring operation. Place grout in lifts which do not exceed 4'. Allow not less than 30 minutes, nor more than one hour between lifts of a given pour. Rod or vibrate each grout lift during pouring operation. Place grout in lintels or beams over openings in one continuous pour. Where bond beam occurs more than one course below top of pour, fill bond beam course to within 1" of vertically reinforced cavities, during construction of masonry. When more than one pour is required to complete a given section of masonry, extend reinforcing beyond masonry as required for splicing. Pour grout to within 1-1/2" of top course of first pour. After grouted masonry is cured, lay masonry units and place reinforcing for second pour section before grouting. Repeat sequence if more pours are required. REINFORCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade aa-1alR · e 13 TESTING (OSA): Mortar and Grout Tests: At the beginning of all masonry work, one test sample of the mortar and grout shall be taken on three successive working days and at least one week intervals thereafter and continuously stored in moist air until tested, for each test given below. All samples shall meet the minimum strengths given therein. At the direction of the'Architect, additional mortar and grout tests may be required and shall be taken if deemed necessary. Test specimens for mortar and grout shall be made in accordance with U.B.C. Standard No. 24-22. Mortar test specimens shall be taken from the unit soon after spreading. After molding, the molds shall be carefully protected by a covering which shall be kept damp for at least 24 hours, after which the specimens shall be stored under moisturizing conditions at approximately 70 degrees F. and maintained therein until tested. Grout specimens shall be made by filling cell of a unit similar to that proposed for the construction. The shell of the unit shall be removed prior to testing. MINIMUM MORTAR AND GROUT STRENGTHS (PSI) COMPRESSION TESTS Mortar on 2" x 4" cylinders Grout on typical cell At 7-days 800 1000 At 28-days 1800 2000 Do not test 28-day cylinder when 7-day test exceeds 28-day specified strength. REPAIR AND CLEANING: Remove and replace masonry units which are loose, chipped, broken, stained or otherwise damaged, or if units do not match adjoining units as intended. Provide new units to match adjoining units and install in fresh mortar or grout, pointed to eliminate evidence of replacement. REINFORCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-181R . . 14 Clean exposed masonry by dry brushing at the end of each day's work and after final pointing to remove mortar spots and droppings. END OF SECTION 04230 REINFORCED UNIT MASONRY 04230 Mercy Hospital Truxtun - Electrical Upgrade 88-l8iR · - SECTION 05500 - METAL FABRICATIONS PART 1 - G~NERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Di vision-l apply to work of this section. SUMMARY: Definition: Metal fabrications include items made from iron and steel shapes, plates, bars, and strips which are not a part of structural steel or other metal systems specified elsewhere. Extent of metal fabrications is shown on the drawings and schedules and includes, but is not limited to, the following type of work: Miscellaneous steel trim. QUALITY ASSURANCE: Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication, where possibl~. Do not delay job progress; allow for trimming and fitting where taking field measurements before fabrication might delay work. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble uni ts only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. SUBMITTALS: Product Data: Submit manufacturer's specifications, anchor details and installation instructions for products used in miscellaneous metal fabrications, including paint products and grout. Shop Drawings: Submit shop drawings for fabrication and erection of miscellaneous metal fabrications. Include plans, elevations and details of sections and connections. Show anchorage and accessory i terns. Provide templates for anchor and bolt installation by others. METAL FABRICATIONS 05500 Mercy Hospital Truxtun - Electrical Upgrade 88-l8IR · - 2 Where materials or fabrications are indicated to comply with certain requirements for design loadings include structural computations, material properties and other information needed for structural analysis. I. I PART 2 - PRODUCTS: MATERIALS: Metal Surfaces, General: For fabrication of miscellaneous metal work which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, seam marks, roller marks, rolled trade names and roughness. ..0 Steel Plates, Shapes and Bars: ASTM A 36. Structural Steel Sheet: Hot-rolled, ASTM A 570; or cold-rolled ASTM A 611, Class 1; of grade required for design loading. Galvanized Structural Steel Sheet: ASTM A 446, Grade G90 of grade required for design loading. Malleable Iron Castings: fabricator. ASTM A 47, grade as selected by Brackets, Flanges and Anchors: Cast or formed metal of the same type material and finish as supported rails, unless otherwise indicated. Concrete Inserts: Threaded or wedge type; castings, either malleable iron, ASTM A 47, or 27. Provide bolts, washers and shims as galvanized, ASTM A 153. galvanized ferrous cast steel·, ASTM A required, hot-dip Grout: ". Non-Shrink Nonmetallic Grout: Pre-mixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with CE CRD-C588. Provide grout specifically recommended by manufacturer for interior and exterior applications of type specified in this section. METAL FABRICATIONS 05500 Mercy Hospital Truxtun - Electrical Upgrade 88-18IR e - 3 Fasteners: General: Provide zinc-coated fasteners for exterior use or where built into exterior walls. Select fasteners for the type, grade and class required. Bolts and Nuts: Regular hexagon head type, ASTM A 307, Grade A. Lag Bolts: Square head type, FS FF-B-561. Machine Bolts: Cadmium plated steel, FS FF-S-92. Wood Screws: Flat head carbon steel, FS FF-S-l11. Plain Washers: Round, carbon steel, FS FF-W-92. Expansion shields: FS FF-S-325. Lock Washers: Helical spring type carbon steel, FS FF-W-84. Shop Primer for Ferrous Metal: Manufacturer's or Fabricator's standard fast curing, lead free, "universal" primer; selected for good resistance to normal atmospheric corrosion, for compatibility with finish paint systems indicated and for capability to provide a sound foundation for field applied top coats despite prolonged exposure; complying with performance (requirements of FS TT-P-645. Gal vanizing Repair Paint: High zinc regalvanizing welds in galvanized steel, Specifications MIL-P-2l035 (Ships). dust content paint for complying the Military FABRICATION, GENERAL: Workmanship: Use materials of size and thickness shown or, if not shown, of required size and thickness to produce strength and durability in finished product. Work to dimensions shown or accepted on shop drawings, using proven details of fabrication and support. Use type of materials shown or specified for various components of work. METAL FABRICATIONS 05500 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e - 4 Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32" unless otherwise shown. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work. Provide for anchorage of type shown, coordinated with supporting structure. Fabricate and space anchoring devices to provide adequate support for intended use. Cut, reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware and similar items. Galvanizing: Provide a zinc coating for those items shown or specified to be galvanized, as follows: ASTM A 153 for galvanizing iron and steel hardware. ASTM A 123 for galvanizing rolled, pressed and forged steel shapes, plates, bars and strip 1/8" thick and heavier. ASTM A 386 for galvanizing assembled steel products. .. Fabricate joints which will be exposed to weather in a manner to exclude water or provide weep holes where water may accumulate. Shop Painting: Shop Paint miscellaneous metal work, except members or portions of members to be embedded in concrete or masonry, surfaces and edges to be field welded, and galvanized surfaces, unless otherwise specified. Remove scale, rust and other deleterious materials before applying shop coat. Clean off heavy rust and loose mills scale in accordance with SSPC SP-2 "Hand Tool Cleaning", or SSPC SP-3 "Power Tool Cleaning", or SSPC SP-7 "Brush-Off" Blast Cleaning". Remove oil, grease and similar contaminants in accordance with SSPC SP-l "Solvent Cleaning". METAL FABRICATIONS 05500 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 5 Immediately after surface preparation, brush or spray on primer in accordance with manufacturer's instructions, and at a rate to provide uniform dry film thickness of 2.0 mils for each coat. Use painting methods which will result in full coverage of joints, corners, edges and exposed surfaces. Apply one shop coat to fabricated metal items, except apply 2 coats of paint to surfaces inaccessible after assembly or erection. Change color of second coat to distinguish it from the first. MISCELLANEOUS METAL FABRICATIONS: Rough Hardware: ~ Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or other structures. Straight bolts and other stock rough hardware items are specified in Division 6 sections. Manufacture or fabricate items of sizes, shapes and dimensions required. Furnish steel washers. M~scellaneous Steel Trim: Provide shapes and sizes for profiles shown. Except as otherwise noted, fabricate units from structural steel shapes and plates and steel bars , with continuously welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings and anchorages as required for coordination of assembly and installation with other work. Galvanize exterior miscellaneous steel trim. . Brackets, Flanges, Fittings and Anchors: Provide wall brackets, end closures, flanges, miscellaneous fittings and anchors for interconnections of pipe and attachment of railings and handrails to other work. Furnish inserts and other anchorage devices for connecting railings and handrails to concrete or masonry work. METAL FABRICATIONS 05500 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 6 For railing posts set in concrete prdvide sleeves of galvanized steel pipe not less than 6" long and with an inside diameter not less than 1/2" greater than the outside diameter of pipe. Provide steel plate closure welded to bottom of sleeve and of width and length not less than 1" greater than outside diameter of sleeve. ( Provide friction fit, removable covers designed to keep sleeves clean and hold top edge of sleeve 1/2" below finished-surface 'of concrete. Galvanize exterior steel railings, including pipe, fittings, brackets, fasteners, and other ferrous components. Provide black steel pipe for interior railings. ' PART 3 - EXECUTION PREPARATION: Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, such as concrete inserts, sleeves, anchor bolts and miscellaneous items having integral anchors, which are to be embedded in concrete or masonry construction. Coordinate delivery of such items to project site. INSTALLATION: General: Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in-place construction; including threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood screws and other connectors as required. METAL FABRICATIONS 05500 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e - 7 Cutting I Fitting and Placement: Perform cutting I drilling and fitting required for installation of miscellaneous metal fabrications. Set work accurately in location, alignment and elevation, plumb I level, true and free of rack, measured from established lines and levels. Provide temporary bracing or anchors in formwork for items which are to be built into concrete, masonry or similar construction. Field Welding: Comply with AWS Code for procedures of manual shielded metal-arc welding, appearance and quality of welds made, and' methods used in correcting welding work. Setting Loose Plates: Clean concrete and masonry bearing surfaces of any bond-reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of bearing plates. Set loose leveling and bearing plates on wedges, or other adjustable devices. After the bearing members have been positioned and plumbed, tighten the anchor bolts. Do not remove wedges or shims, but if protruding, cutoff flush with the edge of the bearing plate before packing with grout. Use metallic non-shrink grout in concealed locations where not exposed to moisture; use nonmetallic non-shrink grout in exposed locations, unless otherwise indicated. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. Expansion Joints: Provide expansion joints at locations indicated, or if not indicated, at intervals not to exceed 40 feet. Provide slip joint with internal sleeve extending 2" beyond joint on either side; fasten internal sleeve securely to one side; locate joint within 6" of posts. Wheel Guards: Anchor wheel guards to concrete or masonry construction to comply with manufacturer's instructions. Fill cores solidly using air-entrained portland cement concrete or grout having a 28 day minimum compressive strength at 3000 psi. Use standard concrete as specified in Division 3, or packaged concrete complying with ASTM C 387. METAL FABRICATIONS 05500 Mercy Hospital Truxtun - Electrical Upgrade 88-l8iR e e 8 ADJUST AND CLEAN: Touch-up Painting: Cleaning and touch-up bolted connections and abraded areas miscellaneous metal is specified in specifications. painting of field welds, of the shop paint on Division 9 of these For galvanized surfaces: Clean field welds, bolted connections and abraded areas and apply 2 coats of galvanizing repair paint. END-OF SECTION 05500 ~ METAL FABRICATIONS 05500 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e SECTION 06300 - CARPENTRY (ROUGH AND FINISH) PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-l sections, apply to work of this section. SUMMARY: The extent of carpentry work is shown on drawings and in schedules and includes rough and finish carpentry. The scope of work shall include all labor, materials and applications required for furnishing and installing of all rough and finish carpentry, including rough hardware consisting of nails, bol ts, screws, etc., indicated on the drawings and as herein specified. Definition: Rough carpentry includes carpentry work not specified as part of other sections and which is generally not exposed, ,except as otherwise indicated. Defini tion: Finish carpentry includes carpentry work which is exposed to view, is nonstructural, and which is not specified as part of other sections. The ,types of carpentry work specified in this section include, but are not necessary limited to, the following: Temporary facilities. Wood grounds, nailers, blocking and sleepers. Sheathing Laying out of the building; establishing lines, grades and building elevations (control dimensions). All scaffolding and shoring required for the work. Erection bracing, cutting and fitting for other trades included in other sections of these specifications, temporary works and other incidental to or necessary to properly complete work. CARPENTRY (ROUGH AND FINISH) 06300 Mercy Hospital Truxtun - Electrical Upgrade 88-181R ,.. c> e e " .:. Establishing lines and grades for concrete contractor. Cutting and patching as required for the work of other trades. Location of items (bolts/connectors jamb-anchors) in concrete work. Caulking and sealing for all work in this section. Concrete anchors and powder-driven fasteners for the work of this section. Rough hardware and miscellaneous metals. Installation of Builders Hardware. (see Section 08700) -' Installation of steel doors and frames. (see Sectfon 08100) Installation of louvers in walls. Installation only of specialties not specified for installation under Division 10. Coordination of the work of items attached to or incorporated into work of this section. Plywood panels. All work indicated on the plans or in thè specifications which is specifically excluded from all of the other sections of the specifications shall be accomplished by the General Contractor under this Carpentry section. Cleaning of the building site upon completion of the project. Miscellaneous Items: Finish carpentry and miscellaneous items and their related components which are to be furnished and/or installed under this section are not necessarily described. The most important features and those requiring detail description are mentioned. Finish carpentry work and miscellaneous items not mentioned or described shall be furnished and/or installed in accordance with the intent of the drawings and specifications and as required to complete the work. CARPENTRY (ROUGH AND FINISH) 06300 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e ·e 3 Waterproof membrane under building slab. Furnishing of Builders Hardware and wood doors are specified within Division 8. STANDARDS AND QUALITY ASSURANCE: Lumber standards: Comply with PS 20 and with applicable rules of the respective grading and inspecting agencies for species and products indicated. Plywood Product Standards: Comply with PS 1 (ANSI A 199.1) or, for products not manufactured under PS 1 provisions, with applicable APA Performance Standard for type of panel indicated. Factory-mark each piece of lumber and plywood with type, grade, mill and grading agency identification. SUBMITTALS: Wood Treatment Data: Submi t chemical treatment manufacturer's instructions for proper use of each type of treated material. Dip Treatment: For each type specified, include certification by treating plant stating chemical solutions used, submersion period and conformance with specified standards. Pressure Treatment: For each type specified, include certification by treating plant stating chemicals and process used, net amount. of salts retained and conformance with applicable standards. For waterborne preservatives, include statement that moisture content of treated materials was reduced to a maximum of 15% prior to shipment to project site. ,.. Caulk and Sealants: Submit manufacturer's product specifications, instructions, and data sheets for each caulking product required. CARPENTRY (ROUGH AND FINISH) 06300 Mercy Hospital Truxtun ~ Electrical Upgrade SS-l8IR e e 4 PRODUCT DELIVERY, STORAGE AND HANDLING: PRODUCT HANDLING: Deli very and Storage: Keep materials dry ~t all time. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber and plywood, and provide air circulation wi thin stack.s. Protect carpentry materiais during transit, delivery, storage and handling to preventdamàge, soiling and deterioration. Do not deliver carpentry materials, until painting, wet work, grinding and similar operations which could damage, soil or deteriorate woodwork have been completed in installation areas. If, due to unforeseen circumstances, finish carpentry materials must be stored in other than installation areas, store only in areas meeting requirements specified for installation areas. JOB CONDITIONS: Coordination: Fit carpentry work to other work; scribe and cope as required for accurate fit. Correlate location of furring t nailers, blocking, grounds and similar supports to allow proper attachment of other work. PART 2 - PRODUCTS MATERIALS: Lumber, General: Nominal sizes are indicated, except as shown by detail dimensions. Provide actual sizes as required by PS 20, for moisture content specified for each use. Unless otherwise indicated, all framing lumber shall comply with the requirements of the grading and dressing rules of the inspecting agency;. shall be grade marked; shall be dressed four sides. CARPENTRY (ROUGH AND FINISH) 06300 Mercy Hosp~tal Truxtun - Electric~l Upgrade 88-181R e e :) Lumber for Painted Finish: At Contractor's option, use pieces which are either glued-up lumber or made of solid lumber stock. For exterior finish carpentry work use glued-up lumber complying with PS 56 for "wet use" and certified so by respective gradi"ng and inspecting agency for species and product indicated. Species: Douglas Fir-Larch Inspecting Agencies: . WWPA or WCLIB Grades: ..- Posts; (Posts and Timbers; 5" x 5" and larger, width not more than 2" greater than thickness): "#1"; Fb:1200. Beams; (Beams and Stringers; 2" greater than thickness): Fb:1600 5" and thicker, width more than "Select Structural "; Framing, where indicated; thick, 4" wide): (Structural Light Framing; 2" to 4" "'1"; Fb:1750. Framing; (Light Framing; 2" to 4" thick, 4" wide): "Construction"; Fb:l050 Framing; (Structural Joists and Planks; 2" to 4" thick, 5" and wider) : "'1"; Fb:1500 Lumber 2" and less in thickness shall be surfaced at not more than 19% moisture content. All lumber shall be seasoned before use to a maximum of 19% moisture content. Sheathing: "Structural I, C-DInt. Exterior Glue. thickness for roofs and horizontal applications. 5/8" minimum Exterior Finish Carpentry: Plywood for Painted Finish: Any softwood species, Exterior type, Medium Density Overlay (MDO/EXT-APA), of thickness indicated. CARPENTRY (ROUGH AND FINISH) 06300 Mercy Hospital Truxtun - Electrical Upgrade 88-181R r-- e e 6 Miscellaneous Materials: Fasteners and Anchorages: Provide size, type, material and finish as indicated and as recommended by applicable standards, complying with applicable Federal Specifications for nails, staples, screws, bolts, nuts, washers and anchoring devices. Provide metal hangers and framing anchors of the size and type recommended by the manufacturer for each use including recommended nails. Nails and Staples: FS FF-N-I05. Bolts: FS FF-B-575. Nuts: FS FF-N-836. Washers: FS FF-W-92. Lag Screws or Lag Bolts: FS FF-B-561. Where rough carpentry work is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners and anchorages with a hot-dip zinc coating (ASTM A 153). Building Paper: Asphalt saturated felt, 15 lb. nonperforated, ASTM D 226. Waterproof Membrane: 10 mil thick polyvinyl chloride plastic membrane sheet. Lap edges min. 4" and end joints 6", turn up membrane a minimum of 2" at edges and secure to footing with approved adhesive. All edges and joints shall be taped with minimum of 3" tape. PRESSURE TREATED LUMBER: Preservative Treatment: Where lumber or plywood is indicated as Pressure Treated", or is specified herein to be treated, comply with applicable requirements of AWPA Standards C2 (Lumber) and C9 (Plywood) and of AWPB Standards listed below. Mark each treated item with the AWPB Quality.Mark Requirements. ':" Species and Grade: Unless otherwise indicated,' provide treated lumber that is Douglas Fir #2. CARPENTRY (ROUGH AND FINISH) 06300 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 7 Pressure-treat above-ground items wi th waterborne preservatives complying with AWPB LP-2. After treatment, kiln-dry to a maximum moisture content of 15%. Treat indicated items and the following: Wood cants, nailers, curbs, blocking, stripping, and similar members in connection with flashing, vapór barriers and waterproofing. Wood sills, sleepers, bloc~ing, furring, stripping and similar concealed members in contact with masonry or concrete. Wood framing members less than 18" above grade. Pressure-treat the following with waterborne preservatives for ground contact use complying with AWPB LP-22: Wood members in contact with ground. Complete fabrication of treated items prior to treatment, where possible. If cut after treatment, coat cut surfaces with heavy brush coat of same chemical used for treatment. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. Exposed Caulk: Where caulk bead will be exposed to weathering or visible, prov~de Silicone rubber-based, one-part elastomeric sealant, complying with FS -TT-S-001543, Class A; recommended by manufacturer for exterior joints. Provide color as selected by Architect from manufacturer's standard colors. Provide nonacid type sealant where one or both joint faces are masonry, concrete, or other porous material. Provide acid type· sealant where both joint faces are nonporous material. Miscellaneous Materials: CARPENTRY (ROUGH AND FINISH) 06300 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R - e 8 Backer Rod: Closed-cell expanded polyethylene. Bond Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer. PART 3 - EXECUTION INSPECTION: Installer must examine th~ substrates and supporting structure and the conditions under which the carpentry work is to be installed, and notify the Contractor in writing of conditions detrimental to the work. Do' not proceed with the installation until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. INSTALLATION: General: Discard units of material with defects which might impair quality of work, and units which are too small to use in fabricating work with minimum joints or optimum joint arrangement. Set carpentry work accurately to required levels and lines, with members plumb and true and accurately cut and fitted. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by recognized standards. Countersink nail heads on exposed carpentry work and fill holes. Use common wire nails, except as otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; predrill as required. CARPENTRY (ROUGH AND FINISH) 06300 Mercy Hospital Truxtun - Electrical Upgrade 88-181R - e 9 Wood Grounds, Nailers, Blocking and Sleepers: Provide wherever shown and where required attachment of other work. Form to shapes as required for true line and level of work Coordinate location with other work involved. for screeding or shown and cut as to be attached. Provide permanent grounds of dressed, preservative treated, key-bevelled lumber not less than 1-1/2" wide and of thickness required to bring face of ground to' exact thickness of finish material involved. Rough Hardware: Nailing: All rough carpentry work shall be strongly nailed, bridged, blocked and trussed to make a rigid structure. As standard for nailing use 16d nails for framing 2" thick material and 8d nails for framing I" thick material. Special nailings shall be as scheduled on the drawings. Where nailing has a tendency to split the wood, holes of slightly smaller diameter than the nails to be used shall be drilled for nails. Bolts: Holes for bolts shall be bored true to line and 1/32" larger in diameter than the bolt. Bolts shall be unfinished unless otherwise noted. Standard cut washers shall be installed under bolt heads and nuts that would otherwise bear on wood surfaces. Where plate washers or malleable iron washers are specified on the plans, the following sizes shall be provided. Bolt Size M. I. Washers Steel Plate Washers 1/2" 2-1/2" dia. x 1/4" 2" sq. 5/8" 2-3/4" dia. 5/16" 2-1/2" 1/4" ,.. x sq.. x 3/4" 3" dia. x 3/8" 2-3/4" sq. x 5/16" 7/8" 3-1/2" dia. x 7/16" 3-1/4" sq. x 3/8" 1" 4" dia. x 1/2" 3-3/4" sq. x 3/8" CARPENTRY (ROUGH AND FINISH} 06300 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e - 10 Lag Screws: Lag screws shall be screwed (not driven) into place. The holes to receive screw shall first be bored of the same diameter and depth as the shank, after which the hole shall be continued to depth equal to length of screw with diameter equal to diameter of screw at root of thread, and screw shall penetrate two-thirds of its length into far timber. Use cut steel washers under the heads. Retightening: framing. Retighten bolts just prior to closing in of INSTALLATION: --' Discard units of material which are unsound, warped, bowed, twisted, improperly treated, not adequately seasoned or too small to fabricate work with minimum of joints or optimum jointing arrangements, or which are of defective manufacturer with respect to surfaces, sizes of patterns. Install the work plumb, level, true and straight wi"th no distortions. Shim as required using concealed shims. Make exterior joints water-resistant by careful fitting. Fire-Retardant Treated Wood: Handle, store and install in accordance with manufacturer's directions and as required to meet required classification or rating. Provide special fasteners, moldings, adhesives and other accessories as tested and listed for type of fire-retardant materials indicated. Anchor finish carpentry work to anchorage devices or. blocking built-in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required· for a complete installation. Except where prefinished matching fasteners heads are required, use fine finishing nail for exposed nailings, countersunk and filled flush with finished surface, and matching final finish where transparent is indicated. CARPENTRY (ROUGH AND FINISH) 06300 Mercy Hospital Truxtun - Electrical Upgrade 88-laiR e . 11 Installation of Sealants: Comply with manufacturer's printed instructions for application of joint sealant except where more stringent requirement~ are shown or specified. Install sealant backer rod and bond breaker tape where shown or recommended by sealant manufacturer. Install caulk in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of joint bond surfaces equally on opposite sides. Except as otherwise indicated, fill .sealant rabbet to a slightly concave surface. Spillage: Do not allow sealants or compounds to overflow or spill onto adjoining surfaces. Completely remove spilled and excess sealant from exposed surfaces. Cure sealants and caulking compounds in compliance wi th manufacturer's instructions and recommendations. ADJUSTMENT, CLEANING, FINISHING AND PROTECTION: Repair damaged and defective carpentry work wherever possible to eliminate defects functionally and visually; where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance. Clean carpentry work on exposed and semi-exposed surfaces. Touch-up shop-applied finishes to restore damaged or soiled areas. Refer to Division 9 sections for final finishing of installed finish carpentry work. Protection: Installer of carpentry work shall advise Contractor of final protection and maintained conditions necessary to ensure that work will be without damage or deterioration at time of acceptance. END OF SECTION 06300 CARPENTRY (ROUGH AND FINISH) 06300 Mercy Hospital Truxtun - Electrical Upgrade SS-laIR -- e SECTION 07600 - FLASHING AND SHEET METAL PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Di vision-l apply to work of this section. SUMMARY: The extent of each type of flashing and sheet metal work is indicated on the drawings and by provisions of this section. The types of work specified in this section include the following: Metal counter flashing; and base flashing (if any). Metal wall flashing and expansion joints. Miscellaneous sheet metal accessories. Furnishing only of louvers for walls. Miscellaneous sheet metal not specified µnder other sections. SUBMITTALS: Product Data: Submit manufacturer's product specifications, installation instructions and general recommendations for each specified sheet material and fabricated product. Shop Drawings: Submi t shop drawings showing layout joining profiles, and anchorages of all fabricated work. JOB CONDITIONS: Coordinate work of this section with interfacing and adjoining work for proper sequencing of each installation. Ensure best possible weather resistance and durability of the work and protection of materials and finishes. /' FLASHING AND SHEET METAL 07600 Mercy Hospital Truxtun - Electrical Upgrade 88-181R a ~ 2 PART 2 - PRODUCTS: FLASHING AND SHEET METAL MATERIALS: Sheet Metal Flashing/Trim: Zinc-Coated Steel: Commercial quality with 0.20% copper, ASTM A 525 except ASTM A 527 for lock-forming, G90 hot-dip galvanized, mill phosphatized where indicated for painting; 0.0359" thick (20 gauge) except as otherwise indicated. Miscellaneous Materials and Accessories: Solder: For use with steel or copper, provide 50-50 tin/lead solder (ASTM B 323), with rosin flux. Fasteners: Same metal as flashing/sheet metal or noncorrosive metal as recommended by sheet manufacturer. finish of exposed heads with material being fastened. other Match Mastic Sealant: Polyisobutylene; nonhardening, nonskinning, nondrying, nonmigrating sealant. Elastomeric Sealant: Single component polyurethane base recommended by manufacturer of metal and fabricator of components being sealed; comply with TT-S-001543. Reglets: Metal units of the type and profile indicated, compatible with flashing indicated, uncorrosive. Metal Accessories: Provide sheet metal clips, straps, anchoring devices and similar accessory units as required for installation of work, matching or compatible with material being installed, noncorrosive, size and gauge required for performance. FLASHING AND SHEET METAL 07600 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R It - 3 FABRICATED UNITS: General Metal Fabrication: Shop fabricate work to greatest, extent possible. Comply with details shown, and with applicable requirements of SMACNA "Architectural Sheet Metal Manual" and other recognized industry practices. Fabricate for waterproof and weather-resistant performance; with expansion provisions for running work, sufficient to permanently prevent leakage, damage or deterioration of the work. Form work to fit substrates. Comply with, material manufacturer instructions and recommendations. Form exposed sheet metal work without excessive oil-canning, buckling and tool marks, true to line and levels as indicated, with exposed edges folded back to form hems. Seams: Fabricate nonmoving seams in sheet metal with flat-lock seams. For metal other than aluminum, tin edges to be seamed, form seams, and solder. Form aluminum seams with epoxy seam sealer; rivet joints for additional strength where required. Expansion Provisions: Where lapped or bayonet-type expansion provisions in work cannot be used, or would not be sufficiently water/weatherproof, form expansion joints of intermeshing hooked flanges, not less than 1" deep, filled with mastic sealant (concealed within joints). Sealant Joints: Where movable, non-expans~on type joints are indicated or required for proper performance of work, form metal to provide for proper installation of elastomeric sealant, in compliance with industry standards. . Louvers: Fabricate fixed and operable louvers from galvanized steel to the profiles and shapes shown on drawings. Thickness of materials and spacing of bracing and construction details shall be in accordance with SMACNA recommendations. Produce units having not less than 50% free area over face of louver. Provide exterior louvers with 14 x 14 mesh insect screening mounted on the inside face of the louver. FLASHING AND SHEET METAL 07600 Mercy Hospital Truxtun - Electrical Upgrade 88-18IR e e 4 PART 3 - EXECUTION INSTALLATION REQUIREMENTS: General: Except as otherwise indicated, comply with manufacturer's installation instructions and recommendations, and with SMACNA "Architectural Sheet Metal Manual". Anchor units of work securely in place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints and seams which will be permanently watertight and weatherproof. CLEANING AND PROTECTION: -' Clean exposed metal surfaces, removing substances which might cause corrosion of metal or deterioration of finishes. Protection: Installer shall advise Contractor of required procedures for surveillance and protection of flashings and sheet metal work during construction, to ensure that work will be without damage or deterioration, other than natural weathering, at time of substantial completion. END OF SECTION 07600 FLASHING AND SHEET METAL 07600 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . SECTION 08110 - STEEL DOORS AND FRAMES PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-l apply to work of this section. SUMMARY: Extent of standard steel doors and frames is shown and scheduled on drawings. Building in of anchors and grouting of frames in masonry ~ construction is specified in Division 4. Builder's hardware is specified elsewhere in Division 8. QUALITY ASSURANCE: Provide doors and frames complying with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI-100) and as herein specified. Manufacturer: Provide standard steel doors and frames by a single firm specializing in production of this type of work. Manufacturers offering products to comply with the requirements for steel doors and frames include the following: Amweld Building Products Div. Ceco Corp. Curries Mfg. Inc. Dittco Products Div. Mesker Industries, Inc. Republic Builders Prod. Corp. SteelCraft Mfg. Co. J-Door Co. Temperature Rise Rating: At stairwell enclosures, provide doors which have Temperature Rise Rating of 450 degrees F (232 degrees C) maximum in 30 minutes of fire exposure. STEEL DOORS AND FRAMES 08110 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R. e e 2 SUBMITTALS: Product Data: Submit manufacturer's specifications for fabrication and installation, including data substantiating that products comply with requirements. Shop Drawings: Submit for fabrication and installation of steel doors and frames. Include details of each frame type, elevations of door design types, conditions at openings, details of construction, location and installation requirements of finish hardware and reinforcements, and details of joints and connections. Show anchorage and accessory items. Provide schedule of doors and frames using same reference numbers for details and openings as those on contract drawings. Label Construction Certification: Submit manufacturer's certification for oversize fire-rated doors and frames that each assembly has been constructed with materials and met~ods equivalent to requirements for labeled construction. DELIVERY, STORAGE, AND HANDLING: Deliver hollow metal work cartoned or crated to provide protection during transit and job storage. Inspect hollow metal work upon delivery for damage. Minor damages may be repaired provided finish items are equal in all respects to new work and acceptable to Architect; otherwise, remove and,replace damaged items as directed. Store doors and frames at building site under cover. Place units on wood sills at least 4" high, or otherwise store on floors in manner that will prevent rust and damage. Avoid use of non-vented plastic or canvas shelters which could create humidity chamber. If cardboard wrapper on door becomes wet, remove carton immediately. Provide 1/4" spaces between stacked doors to promote air circulation. STEEL DOORS AND FRAMES 08110 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 3 PART 2 - PRODUCTS MATERIALS: Hot-Rolled Steel Sheets and Strip: Commercial quality carbon steel, pickled and oiled, complying with ASTM A 569 and ASTM A 568. Cold-Rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A 366 and ASTM A 568. Galvanized Steel Sheets: Zinc-coated carbon steel sheets of commercial quality, complying with ASTMA 526, with ASTM A 525, G60 zinc coating, mill phosphatized. Supports and Anchors: galvanized sheet steel. Fabricate of not less than 18 gage Inserts, Bolts and Fasteners: Manufacturer's standard units, except hot-dip galvanize items to be built into exterior walls, complying with ASTM A 153, Class C or D as applicable. Shop Applied Paint: Primer: Rust-inhibi ti ve enamel or paint, either air-drying or baking, suitable as a base for. specified finish paints. FABRICATION, GENERAL: Fabricate steel door and frame units to be rigid, neat in appearance and free from defects, warp or buckle. Wherever practicable, fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory-assembled before shipment, to assure proper assembly at project site. Fabricate exposed faces of doors and panels, including stiles and rails of nonflush units, from only cold-rolled steel. Fabricate frames, concealed stiffeners, reinforcement, edge channels, louvers and moldings from either cold-rolled or hot-rolled steel (at fabricator's option). STEEL DOORS AND FRAMES 08110 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 4 Fabricate exterior doors, panels, and frames from galvanized sheet steel. Close top and bottom edges of exterior doors as ·integral part of door construction or by addition of inverted steel channels. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat Phillips heads for exposed screws and bolts. Thermal-Rated (Insulating) Assemblies: At exterior locations and elsewhere as shown or scheduled, provide doors having polystyrene cores bonded to door skins, which have been fabricated as thermal insulating door and frame assemblies and tested in accordance with ASTM C 236. Do not provide insulated doors for locations where the required fire ratings preclude use of insulated construction. Unless otherwise indicated, max. apparent U factor for thermal-rated assemblies is 0.24 BTU/hr per sq. ft. degrees F. Sound-Rated (Acoustical) Assemblies: Where shown or scheduled, provide door and frame assemblies which have been·fabricated as sound-reducing type, tested in accordance with ASTM E 90, and classified in accordance with ASTM E 413. Unless otherwise indicated, minimum sound rating for acoustical assemblies is STC 33. Finish Hardware Preparation: Prepare doors and frames to receive mortised and concealed finish hardware in accordance with final Finish Hardware Schedule and templates provided by hardware supplier. Comply with applicable requirements of ANSI A 115 series specifications for door and frame preparation for hardware. Reinforce doors and frames to receive hardware. Drilling and tapping for surface-applied finish hardware may be done at project site. STEEL DOORS AND FRAMES 08110 Mercy Hospital Truxtun - Electrical Upgrade a8-la1R e e 5 Locate finish hardware as shown on final shop drawings or, if not shown, in accordance with "Recommended Locations for Builder's Hardware," published by Deor and Hardware Institute. Shop Painting: Clean, treat, and paint exposed surfaces of steel door and frame units, including galvanized surfaces. Clean steel surfaces of mill scale, rust, oil, grease, dirt, and other foreign materials before application of paint. Apply shop coat of prime paint of even consistency to provide a uniformly finished surface ready to receive finish paint. STANDARD STEEL DOORS: Provide metal doors 1 3/4" thick, Model 3 or 4 (seamless - hollow steel or composite). Exterior doors shall be Grade III (extra heavy-duty). Top closure shall be flush with top of door. Door Louvers: Provide sightproof stationary louvers for interior doors where indicated, constructed of inverted V-shaped or Y-shaped blades formed of 24 gage cold-rolled steel set into 20 gage steel frame. STANDARD STEEL FRAMES: Provide metal frames for doors, lights, and other openings, of drawings and schedules. Conceal indicated. transoms, sidelights, types and styles as fastenings, unless borrowed shown on otherwise Fabricate frames with mitered and welded corners. Form frames of cold-rolled sheet metal. Gauge: Not less than 14, for exterior frames of doors not exceeding 28 square feet per leaf. Gauge: Not less than 16, for interior frames of doors not exceeding 28 square feet per leaf. STEEL DOORS AND FRAMES 08110 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 6 Frames for doors exceeding the above 1 imi ts shall have thickness increased by at least two standard gauges. Form exterior frames of hot dip galvanized steel. Anchor Preparation: Provide dimpled holes in frames for attachment of anchors wherever installation conditions preclude use of anchors which are welded or which lock into profile of frames. Reinforce holes with spacers where frames are to be used at in place construction. Door Silencers: Except on weatherstripped frames, drill stops to receive 2 silencers on strike jambs of single-swing frames and 2 silencers on heads of double-swing frames. Manufacturer's "stick-on" silencers will be acceptable in lieu of drilled type. Plaster Guards: Provide 26 gage steel plaster guards or mortar boxes, welded to frame, at back of finish hardware cutouts where mortar or other materials might obstruct hardware operation. One-Component Polysulfide Sealant: (Hollow Metal to Masonry). Polysulfide based, one-part elastomeric sealant, complying with FS TT-S-00230, Class A, Type II (non-sag) unless Type I (self-leveling) recommended by manufacturer for application shown. Products offered by manufacturers to comply with requirements include, but are not limited to the following: Poly-Therm OMP-200; American Polytherm Company Sonolastic One-Part; Contech/Sonneborn. Flexiseal One-Part; DAP, Inc. STEEL DOORS AND FRAMES 08110 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R - e ï PART 3 - EXECUTION (Performed as Part of Carpentry Work) INSPECTION: Installer must examine substrate and conditions under which steel doors and frames are to be installed and must notify Contractor in writing of any conditions detrimental to proper and timely completion of work. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. INSTALLATION: General: Install standard steel doors, frames, and accessories in accordance with final shop drawings and manufacturer's data, and as herein specified. Use one-component elastomeric sealant. Install fire rated units in accordance with NFPA Standard No. 80. Placing Frames: Comply with provisions of SDI-105 "Recommended Erection Instructions for Steel Frames", unless otherwise indicated. Except for frames located at in-place concrete or masonry and at drywall installations, place frames prior to construction of enclosing walls and ceilings. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders leaving surfaces smooth and undamaged. In plaster or masonry walls constructed with antifreeze additives, protect inside (concealed) fac~s of door frames using fibered asphal t emulsion coating. Apply approximately 1/8" thick over shop primer and allow to thoroughly dry before handling. In masonry construction, locate 3 wall anchors per jamb at hinge and strike levels. Building-in of anchors and grouting of frames is specified in Division 4. At masonry construction, set frames and secure construction with appropriate masonry anchors screws fastened through dimpled holes in frames. to adjacent and machine I . STEEL DOORS AND FRAMES 08110 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R . . 8 After fastening frames in place, fill dimples with automotive type plastic body filler. Sand filler so that it is smooth and flush with adjacent surfaces. Door Installation: Fi t hollow "metal doors accurately in frames, wi thin clearances specified in SDI-100. Place fire-rated doors with clearances as specified in NFPA Standard No. 80. ADJUST AND CLEAN: ~ Prime Coat Touch-up: Immediately after erection, sand smooth any rusted or damaged areas of prime coat. Apply touch-up of compatible air-drying primer to areas sanded, filled or damaged. Final Adjustments: Check and readjust operating finish hardware items, leaving steel doors and frame~ undamaged and in complete and proper operating condition. END OF SECTION 08110 ,J ~ STEEL DOORS AND FRAMES 08110 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e - SECTION 08700 - BUILDERS HARDWARE PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Di vision-l apply to work of this section. SUMMARY: Definition: "Builders Hardware" includes items known commercially as builders hardware which are required for swing, sliding and folding doors, except special types of unique and non-matching ~ hardware specified in the same section as the door and door frame. Types of items in this section include (but are not necessarily limi ted to): Hinges Lock and latch sets Bolts Exit devices Overhead holders Thresholds Astragals on pairs of doors. Furnish temporary construction cylinders, with prior approval by the Owner. Provide hardware templates for use in providing necessary cutouts and reinforcing in metal doors and frames. Deliver to job site properly marked for location each individual package. QUALITY ASSURANCE: Manufacturer: Obtain each kind of hardware (latch and lock sets, hinges, closers, etc.) from only one manufacturer, although several may be indicated as offering products complying with requirements. BUILDERS HARDWARE 08700 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . ') '" Supplier: A recognized builders hardware supplier who has been furnishing hardware in the project's vicinity for a period of not less than 2 years, and who is, or has in employment, an experienced hardware consultant who is available, at reasonable times during the course of the work, for consultation about project's hardware requirements, to Owner, Architect and Contractor. SUBMITTALS: Product Data: Submit manufacturer's technical information for each item of hardware. Include whatever information may be necessary to show compliance with requirements, and include instructions for installation and for maintenance of operating parts and finish. Transmit copy of applicable data to Installer. Hardware Schedule: Submit final hardware schedule in the manner and format specified, complying with the actual construction progress schedule requìrements. Hardware Schedules are intended for coordination of work. Final Hardware Schedule: Based on builders hardware indicated, organize hardware schedule into "hardware sets" indicating complete designations of every item required for each door or opening. Include the following information: Type, style, function, size and finish of each hardware item. Name and manufacturer of each item. Fastenings and other pertinent information. Location of hardware set cross-referenced to indications on Drawings both on floor plans and in door and frame schedule. Explanation of all abbreviations, contained in schedule. symbols, codes, etc. Mounting locations for hardware. Door and frame sizes and materials. Keying information. BUILDERS HARDWARE 08700 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e e 3 Submi ttal Sequence: Submit schedule at earliest possible date particularly where acceptance of hardware schedule must precede fabrication of other work (e. g., hollow metal frames) which is cri tical in the project construction schedule. Include with schedule the product data, samples, shop drawings of other work affected by builders hardware, and other information essential to the coordinated review of hardware schedule. Keying Schedule: Submi t separate detailed schedule indicating clearly how the Owner's final instructions on keying of locks has been fulfilled. PRODUCT HANDLING: Packaging of hardware, on a set by set basis, is the responsibility of the supplier. As material is received by the hardware supplier from the various manufacturers, sort and repackage in containers marked with the hardware set number. Two or more identical sets may be packed in the same container. Inventory hardware jointly with representatives of the hardware supplier and the hardware installer until each is satisfied that the count is correct. Deliver individually packaged hardware items at the proper times to the proper locations (shop or project site) for installation. Provide secure lockup for hardware delivered to the project, but not yet installed. Control and handling and installation of hardware items which are not immediately replaceable, so that the completion of the work will not be delayed by hardware losses, both before and after installation. BUILDERS HARDWARE 08700 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 4 JOB CONDITIONS: Coordination: Coordinate hardware with other work. Tag each item or package separately, with identification related to the final hardware schedule, and include basic installation instructions in the package. Furnish hardware items of proper design for use on doors and frames of the thicknesses, profile, swing, security and similar requirements indicated, as necessary for proper installation and function. Deliver individually packaged hardware items at the proper times to the proper locations (shop or project site) for installation. Templates: Furnish hardware templates to each fabricator of doors, frames and other work to be factory-prepared for the installation of hardware. Upon request, check the shop drawings of such other work, to confirm that adequate provisions are made for the proper installation of hardware. PART 2 - PRODUCTS MATERIALS AND FABRICATION: General: Hand of door: The drawings show the direction of slide, swing or hand of each door leaf. Furnish each item of hardware for proper installation and operation of the door movement as shown. Manufacturer's Name Plate: Do not use manufacturer's products which have manufacturer's name or trade name displayed in a visible location (omit removable nameplates), except in conjunction with required UL labels and as otherwise acceptable to the Architect. Manufacturer's identification will be permitted on rim of lock cylinders only. BUILDERS HARDWARE 08700 Mercy Hospital Truxtun - Electrical Upgrade as-181R e e J Base Metals: Product hardware units of the basic metal and forming method indicated, using the manufacturer's standard metal alloy, composition, temper and hardness, but in no case of lesser (commercially recognized) quality than specified for the applicable hardware units by applicable ANSI A156 series standard for each type hardware item and with ANSI A156.18 for finish designations indicated. Do not furnish "optional" materials or forming methods for those indicated, except as otherwise permitte~ by other sections of these specifications. Fasteners: Manufacture hardware to conform to published templates, generally prepared for machine screw installation. Do not provide hardware which has been prepared for self-tapping sheet metal screws, except as specifically indicated. Furnish screws for installation, with each hardware item. Provide Phillips flat-head screws except as otherwise indicated. Finish exposed (exposed under any condition) screws to match the hardware finish or, if exposed in surfaces of other work, to match the finish of such other work as closely as possible, including "prepared for paint" in surfaces to receive painted finish. Provide concealed fasteners for hardware units which are exposed when the door is closed, except to the extent no standard units of the type specified are available with concealed fasteners. Do not use through bolts for installation where the bolt head or the nut on the opposite face is exposed in other work, except where it is not feasible to adequately reinforce the work or to use machine screws or concealed fasteners of another standard type, to satisfactorily avoid the use of through bolts. LOCK CYLINDERS AND KEYING: Keying: All door locks requiring keys shall have cylinders with minimum of six pins and shall be grand master keyed, master keyed, keyed alike, and keyed different in accordance with keying system. ,.. BUILDERS HARDWARE 08700 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 6 All keys shall be delivered to the Owner by the manufacturer unless otherwise directed. The Contractor will provide the construction cylinders and keys as are required for building security during the construction stage. With the prior approval of the Owner, the Contractor will replace the construction cylinders upon acceptance of the project from the Contractor. Metals: Construct lock cylinder parts from brass/bronze, stainiess steel or nickel silver. Comply with Owner's instructions for masterkeying and, except as otherwise indicated, provide individual change key for each lock. Key Material: Provide keys of nickel silver only. Key Quantity: Furnish 2 change keys for each lock; 6 master keys; 12 construction keys; and 3 extractor keys. Key Labelling: All permanent keys shall be individually tagged and labelled as to type and specific location prior to delivery to Owner. HARDWARE FINISHES: Provide matching finishes for hardware units at each door or opening, to the greatest extent possible, and except as otherwise indicated. Reduce differences in color and textures as much as commercially possible. where 'the base metal or metal forming process is different for individual units of hardware exposed at the same door or opening. In general, match items to the manufacturer~s standard finish for the latch and lock set (or push-pull units if no latch-lock sets) for color and texture. The designations used in schedules and elsewhere to indicate hardware finishes are the industry recognized standard commercial finishes, except ~s otherwise noted. Provide quality of finish, including thickness of plating or coating (if any), composition, hardness and other qualities complying with manufacturer's standards, but in no case less than specified for the applicable units of hardware in ANSI A15S:18 "Materials and Finishes Standard". BUILDERS HARDWARE 08700 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R tit e' i The designations used in schedules and elsewhere- to indicate hardware finishes are the industry-recognized standard commercial finishes, except as otherwise noted. List of Manufacturers: Except as otherwise specifically herein or specially indicated by the Architect, the following shall be the products of the listed manufacturers subject to compliance with specification requirements and the Hardware Schedule. Sets and Headings reflect only t~e products of the Manufacturers listed hereafter: Equivalent substitutions will be considered in accordance with Division 1, General Requirements. Builders Hardware Schedule: Hardware Set No. 1 2 Set Reinforcement Hinge FBB212 5 x 4-1/2 ( 1 ) US26D 1 Pro Butts FBB168 5 x 4-1/2 US26D NRP ( 1 ) 1 Ea. Flushbolt 1358A 24" 626 ( 3 ) 1 Ea. Flushbolt 1358 12" 626 ( 3 ) 1 Ea. Lockset L9453P 06/L 626 -MK (2 ) 2 Ea. Overhead Holder GJI00LP-x 626 x D.W. (4 ) 1 Ea. Astragal 3575P x D.H. ( 5 ) 1 Ea. Threshold 182A x 254A x D.W. ( 5 ) (Welded to fit curb) List of Manufacturers 1 ) Stanley 2 ) Schlage 3 ) Quality 4 ) Glynn-Johnson 5 ) Pemko BUILDERS HARDWARE 08700 Mercy Hospital Truxtun - Electrical Upgrade 88-181R -- ·e 8 PART 3 - EXECUTION (Performed as a Part of Carpentry Work) INSTALLATION OF FINISH HARDWARE: Hardware shall be checked after delivery to the project site by the hardware supplier before it is installed. Hardware Mounting Heights: Mount hardware units at heights recommended in "Recommended Locations for Builders' Hardware" by NBHA, except as otherwise specifically indicated or required to comply with governing regulations, and except as may be otherwise directed by the Architect. .j Location: Door Lever: Push Plates and Pulls: Cylinder Deadlocks: Single Push and Pull Bars: 38 inches 45 inches 52 inches 45 inches Hinges: Bottom: Bottom of hinge 10 inches above floor. Top: Top of hinge 5 inches below head rebate. Center: Space midway between top and bottom hinge. Hardware: All door hardware shall be installed so that they may operate freely but not loosely , without sticking or binding, wi thout hinge bound conditions and with all hardware properly adjusted and functioning. Doors: Hang with screws and hinges specified under in this section, fastened to door and matching numbered frame as prepared for hinges by door and frame manufacturer. '"" BUILDERS HARDWARE 08700 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R e ·e 9 Install each hardware item in compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or finished in another way, coordinate removal, storage and reinstallation or application of surface protections with finishing work specified in the Division 9 sections. Do not install surface-mounted items until finishes have been completed on the substrate. Set units level, plumb and true to line and location. reinforce the attachment substrate as necessary installation and operation. Adjust and for proper Drill and countersink units which are not factory-prepared for anchorage fasteners. Space fastenèrs and anchors in accordance with industry standards. ADJUST AND CLEAN: Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit. Lubricate moving parts with type lubrication recommended' by manufacturer (graphi te-type if not other recommended). Replace units which cannot be adjusted and lubricated to operate freely and smoothly as intended for the application made. Unless directed otherwise by Fire Marshal, adjust exterior door closers to not more than 8 pounds maximum closing force at latch. Adjust interior doors to not more than 5 pounds maximum closing force at latch. Final Adjustment: Wherever hardware installation is made more than one month prior to acceptance or occupancy of a space or area, return to the work during the week prior to acceptance or occupancy, and make final check and adjustment of all hardware items in. such space or area. Clean operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. Instruct Owner's Personnel in proper adjustment and maintenance of hardware and hardware finishes, during the final adjustment of hardware. BUILDERS HARDWARE 08700 Mercy Hospital Truxtun - Electrical Upgrade 88-l8lR It e 10 Continued Maintenance Service: Approximately six months after the ¡ acceptance of hardware in each area, the Installer, accompanied by the representative of the latch and lock manufacturer, shall return to the project and readjust every i tern of hardware to restore proper function of doors and hardware. Consult with and instruct Owner t s personnel in recommended additions to the maintenance procedure. Replace hardware items which have deteriorated or failed due to faulty design, materials or installation of hardware uni ts. Prepare a written report of current and, predictable problems (of substantial nature) in the performance 'of the hardware. END OF SECTION 08700 ~ BUILDERS HARDWARE 08700 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e SECTION 09200 - LATH AND PLASTER PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-l apply to work of this section. SUMMARY: Types of work includes: Steel stud partition systems (non-bearing). Metal lath. P.C. (portland cement) plastering. QUALITY ASSURANCE: Fire-Resistance Rating: Where plastered assemblies with fire-resistance ratings are indicated or are required to comply with governing regulations, provide materials and installations identical with applicable assemblies which have been tested and listed by recognized authorities including UL and American Insurance Association. Provide plaster having the same aggregate as specified for similar non-rated work, unless specified aggregate has not been tested and approved by UL for the required rating. Comply with FM "Approval Guide" for rated work. Portland Cement Plastering Standards: ANSI A 42.2 and A 42.3. Metal Support Standard: ASTM C645 & C754. State Building Code: Comply with applicable portions of Article 2-4706 (exterior lath) of Title 24 California Code of Regulations. LATH AND PLASTER 09200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e ~ 2 Manufacturer: Obtain plaster products from a single manufacturer, or from manufacturers recommended by the prime .manufacturer of plaster surfaces. Allowable Tolerances: 1/16" offsets between planes of gypsum base faces. For flat surfaces, do not exceed 1/8" in 8'-0" for bow or warp of surface, and for plumb or level. SUBMITTALS: Product Data: Submit manufacturer's product specifications and installation instructions for each material, including other data as may be required to show compliance with these specifications. PRODUCT HANDLING: Deliver, store and protect manufactured materials to comply with referenced standards. JOB CONDITIONS: Environmental Conditions: Comply with referenced standards. Protect contiguous work from soiling, spattering, moisture c deterioration and other harmful effects which might resal t from plastering. PART 2 - PRODUCTS METAL SUPPORT, FURRING, LATHING AND ACCESSORY MATERIALS: General: Metals and Finishes: Manufacturer's standard steel products unless indicated as zinc alloy or other metal. Where not otherwise indicated I provide manufacturer's standard galvanized finish on steel products except as follows: 'C" Exterior Exposed Plastering Accessories: Provide zinc alloy accessories for exterior work and work in "High Humidity" areas, except where fully concealed in plaster. LATH AND PLASTER 09200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 3 Wire Ties: Galvanized soft steel wire. Steel Stud System Material: Studs: ASTM C 645; 20 gauge unless otherwise indicated. Formed "Cee" shaped steel channels with 1/4" flanges having knurled face. Depth of section: 3-5/8", except as otherwise indicated. Runners: Match studs, provide type recommended by stud manufacturer for floor and ceiling support of studs and for vertical abutment of veneer plaster work to other work. Stud System Accessories: Provide stud manufacturer's standard clips, shoes, ties, reinforcements, fasteners and other accessories as needed for a complete stud system. Manufacturers offering products to comply wi th requirements include the following: Allied Structural Industries Dale Industries Marino Industries United States Gypsum Company Knorr Steel Framing Systems Metal Lathing Materials: General: Where not otherwise indicated, comply with MLSFA "Technical Bulletin 101" and ASTM C 841 for selection of metal lath for each application indicated. Product Standards: Comply with FS QQ-L-10l. Self-Furring Diamond Mesh Lath: sheet with 1/4" deformations. 2.5 lbs. per sq. yd., std. mesh Flat Rib Lath: 2.75 lbs. per sq. yd., 1/8" rib depth. Metal Plastering Accessories and Reinforcement: (¿ General: Coordinate depth of accessory with thickness of and number of coats of plaster to be applied. LATH AND PLASTER 09200 Mercy Hospital Truxtun - Electrical Upgrade SS-18lR e e 4 Bull-Nose Corner Bead: 3/4" radius. Expanded flange type with 1" wide face, Drip Screed: 24 gauge galvanized steel. diameter. One type for foundations, corners (above recesses etc.) Weep holes 1/4" maximum one type for horizontal Square-Edged Casing Beads: Manufacturer's standard with expanded or short flange to suit application. Corner Reinforcement: Special stucco-type woven galvanized wire corner reinforcing strips. Fasteners: Gal vanized steel, of type and length sui table for adequate penetration of the substrate. PORTLAND CEMENT PLASTER MATERIALS: General: Provide either neat or ready-mixed (where applicable) materials, at Installer's option, complying with ANSI A42.2 Base-Coat Cement: Portland cement, ASTM C 150, Type I. Base-Coat Lime: Special finishing hydrated lime, Type S. Base-Coat Aggregate: Sand ASTM C897 Prepared Finish-Coat: Factory-prepared finish for Portland cement plaster, type recommended by the manufacturer for the color and texture indicated. Texture: Product to match Architect's sample. Color: As selected by Architect from manufacturer's standard colors. '"' BONDING MATERIALS: Dash-Coat Material: 2 parts Portland cement with 3 parts fine sand mixed with water to a mushy paste. Bonding Agent: ASTM C 631. LATH AND PLASTER 09200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R · e 5 Bonding Additive: Acrylic-based emulsion for bonding exterior and interior Portland cement plaster base-coat to solid substrates. Products: Quick-Cure Ad-Liquid (Finestone Corp.); Acrylic Admix-10l (Larsen Products Corp.); or Acryl 60 (Std. Dry Wall Prod. ) . PLASTER MIXES: Mix for Exterior Portland Cement Plaster: Include bonding additive, in accordance with manufacturer's instructions. PART 3 - INSTALLATION PREPARATION: Plastering: Clean plaster bases and substrates to be plastered, removing loose materials, coatings and other substances which might impair the work. Apply dash-coat on concrete surfaces indicated for direct Portland cement plastering, and moisture-cure for 2 days. Apply bonding agent on interior concrete surfaces indicated for direct plastering; comply with manufacturer's instructions. I. INSTALLATION OF NON-BEARING METAL SUPPORT SYSTEMS: General: Isolation: Where lathing and metal support system abuts building structure horizontally, and where partition/wall work abuts overhead structure, isolate the work from structural movement sufficiently to prevent transfer of loading into the work from the building structure. Install slip or cushion type joints to absorb deflections but maintain lateral support. Frame both sides of control and expansion joints independently, and do not bridge joints with furring and lathing or accessories. LATH AND PLASTER 09200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 6 Steel Stud Systems: ( I General: Install steel studs with continuous runner tracks and bottom of each opening more than 2' -0" in width. Anchor to overhead structure at each end and 24" o.c. (Max.), otherwise indicated, and at masonry jambs as indicated. at top tracks unless Space studs 16" o.c., including jack studs above openings, as shown. Anchor partition studs to runner tracks using methods detailed by manufacturer of framing system. Install horizontal stud system stiffeners in continuous runs at -' the spacings indicated, as required to comply with manufacturers installation instructions and recommendations. Unless shown otherwise, frame door openings with double vertical studs in the size, gauge and in the manner indicated by the manufacturer of the framing system. Provide double horizontal runners above openings over 3'-0" in width. Metal Lathing: Install metal lath to comply with referenced standards unless otherwise indicated. Nail self-furring diamond mesh directly to masonry and concrete substrates where shown for direct plaster application. Plastering Accessories: Anchor each flange of accessories 8" o.c. io plaster base. Mi ter or cope accessory corners, and install with tight joints accurately aligned. ,.. Set ãccessories plumb, level and true to line, with a tolerance of 1/8" in 10'-0". Install metal corner beads at external corners. LATH AND PLASTER 09200 Mercy Hospital Truxtun - Electrical Upgrade 88-18lR e e 7 Install casing beads at terminations of plaster work, except where plaster is indicated to pass through other work and be concealed by lapping work, and except where special screeds or bases act as casing beads. For exterior work, set casing beads 1/4" from abutting frames and other work (for application of sealant). Where interior plaster abuts exterior masonry, apply waterproof plastic adhesive tape on concealed face of bead. Install prefabricated expansion joints of 2-piece design where shown as "Expansion Joint"; 3/8" joint width for exterior. -' Provision for Mechanical and Electrical: Regardless of the standard stud walls specified and regardless of the size of studs shown anywhere on the drawings, whenever it is necessary, the Contractor shall, as part of the contract and without extra charge to the Owner, increase the stud walls to whatever thickness necessary to enclose any mechanical vents, plumbing, piping, including waste or electrical conduit or panel boxes of whatever size indicated on the mechanical or electrica.l drawings. This widening of the stud wall must be continuous for the full length of any wall involved in any particular room on either side so that there will be no offset in a wall or in a room. INSTALLATION OF PLASTER: Mechanically mix plaster materials at the project site; do not hand mix except where small amounts are needed, using less than one bag of plaster. Grout hollow metal frames, bases and similar work occurring in plastered areas, with base-coat plaster ma:terial,' and prior to lathing where necessary. Except where full grouting is indicated or required for fire-resistance rating, grout 6" lengths at each anchorage. Sequence plaster installation properly with the installation and protection of other work, so that neither will be damaged by the installation of the other. LATH AND PLASTER 09200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 8 Plaster flush with metal frames and other built-in metal items or accessories which act as a plaster ground, unless otherwise shown. Where plaster is not terminated at metal by casing beads, cut base-coat free from metal before plaster sets and groove finish coat at the junctures with metal. 1 i Apply thicknesses and number of coats of plaster as indicated; or as required by referenced standards. Provide 3-coat plaster installation except where shown as 2-coat work. Limit 2-coat plaster installation to applications recommended by manufacturer and permitted by ANSI standards and governing regulations. Texture of Plaster Finishes: Except as otherwise indicated, apply finish-coat as follows: Exterior Portland Cement Plaster: sample of sand float texture. Provide Architect with Cure Portland cement plaster by maintaining each coat in a moist condition for 2 days following application; keep enclosed and fog-spray (after initial set) as required to prevent dry-out. CUTTING AND PATCHING: Cut, patch, point-up and repair plaster as necessary to accommodate other work and to restore cracks, dents and imperfections. Repair or replace work to eliminate blisters, buckles, excessive crazing and check cracking, dry-outs, efflorescence, sweat-outs and similar defects, including areas of the work which do not comply with specified tolerances, and where bond to the substrate has failed. Sand smooth-troweled finishes lightly to remove trowel marks and arrises. LATH AND PLASTER 09200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e - 9 CLEANING AND PROTECTION: Remove temporary protection and enclosure of other work. Promptly remove plaster from door frames, windows, and other surfaces which are not to be plastered. Repair all surfaces which have been stained, marred or otherwise damaged during the plastering work. When plastering work is completed, remove unused materials, containers and equipment and clean plaster debris. Installer shall advise the Contractor of requirements for the protection of plaster from deterioration and damage during the remainder of the construction period. END OF SECTION 09200 LATH AND PLASTER 09200 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e SECTION 09900 - PAINTING PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division-l apply to the work specified in this section. SUMMARY: Extent of painting work is shown on drawings and as herein specified. The work includes painting and finishing of exterior exposed items and surfaces throughout project, except as otherwise indicated. Surface preparation, priming and coats of paint specified are in addition to shop-priming and surface treatment specified under other sections of work. The work includes field painting of exposed bare and covered pipes and ducts, and of hangers,. exposed steel and iron work, and primed metal surfaces of equipment installed under' mechanical and electrical work, except as otherwise indicated. "Paint" as used herein means all coating systems materials, including primers, emulsions, enamels and fillers, and other applied materials whether used as prime, intermediate, or finish coats. Paint exposed surfaces whether or not' colors are designated in "schedules" , except where natural finish of material is specifically noted as a surface not to be painted. Where items or surfaces are not specifically mentioned, paint same as adjacent similar materials or areas. If color or finish is not designated, Archi tect will select these from standard colors available for materials systems specified. Paint all exposed mechanical devices, pipes, hangers, etc., regardless of factory finish. Paint all exposed electrical panels, panel bases, conduits, hangers, etc., regardless of factory finish. PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade aa-lalR e e 2 Apply Waterproofing to all exterior above-grade concrete and concrete block walls. Contractor shall coordinate with cement plaster finish. ( The painting contractor shall examine the other sections of specifications and become thoroughly familiar with all provisions regarding painting. · Following categories of field-applied finish work, these specifications. work are not included as part of or are included in other sections of Shop Priming: Unless otherwise specified, shop priming of ferrous metal items is included under various sections for structural steel, miscellaneous metal, hollow metal work, and similar items. Also, for fabricated components such as architectural woodwork, wood casework, and shop-fabricated or factory-built mechanical and electrical equipment'or accessories. Prefinished Items: The following prefinished items do not require painting: Finish Hardware (unless factory prime-coated). Integral-colored (exterior) cement plaster. Concealed Surfaces: Unless otherwise indicated, painting is not required on surfaces in concealed areas and generally inaccessible areas, foundation spaces, furred areas, utility tunnels and pipe spaces. Finished Metal Surfaces: Metal surfaces of anodized aluminum, stainless steel, chromium plate, copper, bronze and similar finished materials will not require finish painting, unless otherwise indicated. Operating Parts and Labels: Moving parts of operating units, mechanical and electrical parts, such as valve operators, sensing devices, motor and fan shafts will not require finish painting, unless otherwise indicated. PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . 3 Do not paint over any code-required labels, such as Underwriters' Laboratories and Factory Mutual, or any equipment identification, performance rating, name, or nomenclature plates. QUALITY ASSURANCE: Single Source Responsibility: Provide primers and other undercoat paint produced by same manufacturer as finish coats. Use only thinners approved by paint manufacturer, and use only wi thin recommended limits. Coordination of Work: Review other sections of these specifications in which prime paints are to be provided to ensure compatibili ty of total coatings system for various substrates. Upon request from other trades, furnish information or characteristics of finish materials provided for use, to ensure compatible prime coats are used. SUBMITTALS: Product Data: Submit manufacturer's technical information including paint label analysis and application instructions for each material proposed for use. Samples: Submi t samples for Architect's review of color and texture only. Provide a listing of material and application for each coat of each finish sample. On concrete masonry, provide two 4" square samples of masonry for each type of finish and color, defining filler, prime and finish coat. PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R ~- e e Packaging: Deliver materials to job site in original, unopened packages and containers bearing manufacturer's label, and following information: 4 ( new and name and DELIVERY AND STORAGE: Name or title of material. Fed. Spec. number, if applicable. Manufacturer's stock number and date of manufacture. Manufacturer's name. . Contents by volume, for major pigment and vehicle constituents. .,j Thinning instructions. Application instructions. Color name and number. Storage: Store materials not in actual use in tightly covered containers. Maintain containers used in storage of paint in a clean condition, free of foreign materials and residue. Protect from freezing where necessary. Keep storage area neat and orderly. Take all precautions to ensure that workmen and work areas are adequately protected from fire hazards and health hazards resulting from handling, mixing, and application of paints. JOB CONDITIONS: Temperature: Apply water-base paints only when temperature of surfaces to be painted and surrounding air temperatures are between 50 degrees F (10 degrees C) and 90 degrees F (32 degrees C), unless otherwise permitted by paint manufacturer's printed instructions. Apply solvent-thinned paints only when temperature of surfaces to be painted and surrounding air temperatures are between 45 degrees F (7 degrees C) and 95 degrees F (35 degrees C), unless otherwise permitted by paint manufacturer's printed instructions. PAINTING 09900 Mercy Hospital Truxtun - Electrical upgrade 88-181R e e 5 Moisture: Do not apply paint in snow, rain, fog or mist; or when relative humidity exceeds 85%; or to damp or wet surfaces; unless otherwise permitted by paint manufacturer's printed instructions. Painting may be continued during inclement weather if areas and surfaces to be painted are enclosed and heated within temperature limi ts specified by paint manufacturer during application and drying periods. PART 2 - PRODUCTS COLORS AND FINISHES: -' Prior to beginning work, Owner will furnish color· chips for surfaces to be painted. Color Pigments: Pure, non-fading, applicable types to suit substrates and service indicated. Lead content in pigment, if any, is limited to contain not more than 0.06% lead, as lead metal based on the total non-volatile (dry-film) of paint by weight. Paint Coordination: Provide finish coats which are compatible with prime paints used. Review other sections of these specifications in which prime paints are to be provided to ensure compatibility of total coatings system for various substrates. Upon request from other trades, furnish information on characteristics of finish materials proposed for use, to ensure compatible prime coats are used. Provide barrier coats over incompatible primers or remove and reprime as required. Notify Architect in writing of any anticipated problems using specified coating systems with substrates primed by others. MATERIAL QUALITY: Provide best quality grade of various types of coatings as regularly manufactured by accepta.ble paint materials manufacturers. Materials not displaying manufacturer's identification as a standard, best-grade product will not be acceptable. PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e - 6 Provide undercoat paint produced by same manu£acturer as finish coats. Use only thinners approved by paint manufacturer, and use only within recommended limits. LIST OF ACCEPTABLE PRODUCTS AND MANUFACTURERS: Proprietary names used to designate colors or materials are not intended to imply that products of named manufacturers are required to exclusion of equivalent products of other manufacturers. Requests for Substitutions will be considered only when made in accordance with Division One Section "Products and Substitutions". Acrylic Semi Gloss Enamel (exterior) Dunn-Edwards - W901 Permasheen/Decoglo Sinclair - 4800 Aqua Sash Fuller O'Brien - 664-XX Weatherking Acrylic Primer (exterior) Dunn-Edwards - W708 E-Z Prime Sinclair - 24 Stainlock Fuller O'Brien - 220-08 Exterior Latex Primer Alkyd Primer (exterior) Dunn-Edwards - 42-9 Apex Sinclair - 289 Wood Primer Fuller O'Brien - 220-23 Exterior Wood Primer Alkyd Gloss Enamel (exterior) Dunn-Edwards - 42-8 Enduratec Sinclair - 250 Sash and Trim Fuller O'Brien - 260-XX House and Trim Vinyl Wash Pretreatment (exterior) Dunn-Edwards - 42-36 Vinyl Wash Sinclair - 7113 Vinyl Wash Water Seal (exterior) E.A. Thompson #101 Regular Duty Water Seal E.A. Thompson #201 Heavy-duty Water Seal PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade 88-18IR e e 7 Acrylic Surface Filler (exterior and interior) Dunn-Edwards - W 304 Blocfil Sinclair - 1010 Vinyl Block Filler Fuller O'Brien - 280-00 Latex Block Filler Acrylic Emulsion (exterior and interior) Dunn-Edwards - W701 Evershield Sinclair - 1300 Stuccolife Fuller O'Brien - 262-XX 100% Acrylic Zinc Chromate Primer (exterior and interior) Dunn-Edwards - 42-6 Zinc Chromate Yellow Primer Sinclair - 11 (26) Zinc Chromate Primer Sherwin-Williams - Kromik Metal Primer EXTERIOR PAINT SYSTEMS: Provide following paint systems for var~ous substrates, as indicated. Concrete Masonry Units: 1st Coat 2nd Coat 3rd Coat Not less coat ~. - Acrylic - Acrylic - Acrylic than 2. 5 Surface Filler Emulsion Emulsion mils dry film thickness, excluding first -- Ferrous Metal: '" 1st Coat - Zinc Chromate Primer 2nd Coat - Alkyd Gloss Enamel 3rd Coat - Alkyd Gloss Enamel . First Coat not required over shop priming. PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade aa-1aIR · e 8 Zinc Coated Metal: 1st Coat - Vinyl Wash Pretreatment 2nd Coat - Zinc Chromate Primer 3rd Coat - Alkyd Gloss Enamel 4th Coat - Alkyd Gloss Enamel PART 3 - EXECUTION INSPECTION: Applicator must examine areas and conditions under which painting work is to be applied and notify Contractor in writing of conditions detrimental to proper and timely completion of work. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to Applicator. Starting of painting work will be construed as Applicator's acceptance of surfaces and conditions within any particular area. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation" of a durable paint film. SURFACE PREPARATION: General: Perform preparation and cleaning procedures in accordance with paint manufacturer's instructions and as herein specified, for each particular substrate condition. Remove hardware, hardware accessories, machined surfaces, plates, and similar items in place and not to be finish-painted, or provide surface-applied protection prior to surface preparation and painting operations. Remove, if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items. PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade 88-l81R · -\ 9 Clean surfaces to be painted before applying paint or surface treatments. Remove oil and grease prior to mechanical cleaning. Program cleaning and painting so that contaminants from cleaning process will not fall onto wet, newly painted surfaces. Cementitious Materials: Prepare cementitious surfaces of cement plaster to be painted by removing efflorescence, chalk, dust, dirt, grease, oils, and by roughening as required to remove glaze. Determine alkalinity and moisture content of surfaces to be painted by performing appropriate tests. If surfaces are found to be sufficiently alkaline to cause blistering and burning of finish paint, correct this condition before application of paint. Do not paint over surfaces where moisture content exceeds that permitted in manufacturer's printed directions. Ferrous Metals: Clean ferrous surfaces, which are not galvanized or shop-coated, of oil, grease, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning. Touch-up shop applied prime coats wherever damaged or bare. Galvanized Surfaces: Clean free of oil and surface contaminants with non-petroleum-based solvent. Apply Pretreatment and Primer coats in accordance with manufacturers instructions. MATERIALS PREPARATION: Mix and prepare painting manufacturer's directions. materials in accordance with Store materials not in actual use in tightly covered containers. Maintain containers used in storage, mixing and application of paint in a clean condition, free of foreign materials and residue. Stir materials before application to produce a mixture of uniform densi ty, and stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using. PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 10 Tinting: Tint each undercoat a lighter shade to facilitate identification of each coat where multiple coats of the same material are to be applied. Tint undercoats to match the color of the finish coat I but provide sufficient difference in shade of undercoats to distinguish each separate coat. Provide a code number to identify material tinted by the manufacturer. APPLICATION: General: Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. Apply additional coats when undercoats, stains, or other conditions show through final coat of paint, until paint film is of uniform finish, color and appearance. Give special attention to insure that surfaces, including edges, corners I crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. Paint surfaces behind movable equipment same as similar exposed surfaces. Paint surfaces behind permanently-fixed equipment or furni ture wi.th prime coat only before final 1.nstallation of equipment. Paint back sides of access panels, and removable or hinged covers to match exposed surfaces. Finish exterior doors on tops, bottoms and side edges same as exterior faces, unless otherwise indicated. Sand lightly between each succeeding enamel coat. Omit first coat (primer) on metal surfaces which have been shop-primed and touch-up painted, unless otherwise indicated. Scheduling Painting: Apply first-coat material to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e - 11 Allow sufficient time between successive coatings to permit proper drying. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and application of another coat does not cause lifting or loss of adhesion of the undercoat. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as indicated or, if not indicated, as recommended by coating manufacturer. Mechanical and Electrical Work: Mechanical items to be painted include, but are not limited to, the following: Piping, pipe hangers, and supports. Tanks. Motor, mechanical equipment, and supports. Accessory items, Electrical items to be painted include, but are not limited to, the following: Boxes Panels Conduit and fittings. Switchgear. Enclosures Prime Coats: Apply prime coat of material which is required to be painted or finished, and which has not been prime coated by others. Recoat primed and sealed surfaces where there suction spots or unsealed areas in first coat, to coat with no burn-through or other defects due sealing. is evidence of assure a finish to insufficient PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade 88-181R · e 12 Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, ~ppearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. Completed Work: Match approved coverage. Repaint work not requirements. samples for color, texture and in compliance with specified FIELD QUALITY CONTROL: The right is reserved by Owner to invoke the following material testing procedure at any time, and any number of times during -- period of field painting: Engage services of an independent testing laboratory to sample paint being used. Samples of materials delivered to project site will be taken, identified and sealed, and certified in presence of Contractor. Testing laboratory will perform appropriate tests for any or all of following characteristics: Abrasion resistance, apparent reflectivity, flexibility, washability, absorption, accelerated weathering, dry opacity, accelerated yellowness, recoating, skinning, color retention, alkali resistance, and quantitative materials analysis. If test results show that material being used does not comply with specified requirements, Contractor may be directed to stop painting work, and remove non-complying paint; pay for testing; repaint surfaces coated with rejected paint; remove rejected paint from previously painted surfaces if, upon repainting with specified paint, the two coatings are non-compatible. PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e '" 13 CLEAN-UP AND PROTECTION: Clean-up: During progress of work, remove from site discarded paint materials, rubbish, cans and rags at end of each work day. Upon completion of painting work, clean paint-spattered surfaces. Remove spattered paint by proper methods of washing and scraping, using care not to scratch or otherwise damage finished surfaces. Protection: Protect work of other trades, whether to be painted or -not, against damage by painting and finishing work. Correct any damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. .j Provide "Wet Paint" signs as required to protect newly-painted finishes. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations. At the completion of work of other trades, touch-up and restore all damaged or defaced painted surfaces. END OF SECTION 09900 PAINTING 09900 Mercy Hospital Truxtun - Electrical Upgrade 88-18IR e e SECTION 1Q900 - MISCELLANEOUS SPECIALTIES PART 1 - GENERAL RELATED DOCUMENTS: The general provisions of the contract, including General and Supplementary Conditions and Division-l apply to the work specified in this Section. SUMMARY: The extent of specialties is shown on the drawings and includes furnishing the following: ~ Fire extinguishers Mounting brackets. Fire extinguisher cabinets. ILLUMINATED EXIT SIGNS ARE SPECIFIED ELSEWHERE QUALITY ASSURANCE: Provide portable fire extinguishers and accessories by one manufacturer, unless otherwise acceptable to Architect. Manufacturers offering products to comply with the requirements include the following: J. L. Industries Larsen's Manufacturing Co. Accessory Specialties, Inc. Watrous, Inc. Portable Fire Extinguisher Standard: Provide new portable fire extinguishers which comply with applicable UL standard and are labeled by UL. SUBMITTALS: Submit copies of manufacturer's data, sample and shop drawings in accordance with Division 1 requirements. MISCELLANEOUS SPECIALTIES 10900 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 2 Product Data: Submi t manufacturer's technical data and installation instructions for portable fire extinguishers. For fire extinguisher cabinets include roughing-in dimensions, and details showing mounting methods, relationships to surrounding construction, door hardware, cabinet type and materials, trim style and door construction, style and materials. 4 t PART 2 - PRODUCTS GENERAL: Manufacturers and of quality, size, considered only provisions of the products listed are intended to establish level type material and finish. Substitutions will be in strict conformance with procedures and General Requirements of these specifications. Submittals: Product Data: Submit manufacturer's technical data and installation instructions for each type of flagpole required. Submit foundation design for approval as may be required by governing agency. Delivery, Storage and Handling: Spiral wrap each flagpole with heavy Kraft paper or other protective wrapping and prepare for shipment in hard fiber tube or other protective container. Deliver flagpoles and installation procedure. damage or soiling. accessories completely identified for Handle and store flagpoles to prevent '"" MISCELLANEOUS SPECIALTIES 10900 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 3 FIRE EXTINGUISHERS; General: Provide fire extinguishers for each extinguisher cabinet and other locations indicated. Fill and service extinguishers to comply with requirements of governing authorities and manufacturer's requirement. Multi-Purpose Dry Chemical Type (2A-IOBC): UL-rated 2-A:10:B:C, 5 lb. nominal capacity, in red enameled steel . container, for Class A, Class B and Class C fires. Mul ti-Purpose Dry Chemical Type (4A-60BC); UL-rated 4-A; 60-B: C 10 lb. nominal capacity, in red enameled steel container, for Class A, Class B and Class C fires. MOUNTING BRACKETS: Provide manufacturer's standard bracket designed to prevent accidental dislodgment of extinguisher, of proper size for type and capacity of extinguisher indicated, in manufacturer's standard plated finish. Provide brackets for extinguishers not located in cabinets. PART 3 -EXECUTION: (Performed as part of Carpentry work.) Installer must examine the substrates and conditions under which the special ties are to be installed. Noti fy the Contractor in writing of conditions detrimental to the proper and timely completiGln of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. ,.. MISCELLANEOUS SPECIALTIES 10900 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 4 Install items included in this section in locations and at mounting heights indicated, or if not indicated, at heights to comply with applicable regulations of governing authorities. Cooperate with other trades for installation of specialty units to finish surfaces. Repair or replace damaged units as directed by the Architect. Install all specialties level and plumb. Attach units securely to adequately-backed substrates with concealed fasteners, in accordance with manufacturer's instructions. Install in accordance with the details shown on the drawings. Securely fasten mounting brackets to structure, square and plumb, to comply with manufacturer's instructions. Where exact location of bracket-mounted fire extinguishers is not indicated, locate as directed by Architect. END OF SECTION 10900 MISCELLANEOUS SPECIALTIES 10900 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e SECTION 15450 - FUEL OIL STORAGE SYSTEM PART· 1 - GENERAL GENERAL MECHANICAL PROVISIONS: The preceding General Mechanical Provisions shall form a part of this Section with the same force and effect as though repeateœ here. WORK INCLUDED: General: Provide all labor, materials and services necessary for complete, lawful and operating systems as shown or noted on the drawings or as specified here. The work includes, but is not necessarily limited to, the following: One 1000 gallon above grade fuel oil tank (temporary). Piping, vents, valves and tank trim. Tank holddown slab. REGULATORY AGENCIES: Conform to requirements of all regulatory agencies including, but not limited to: Uniform Plumbing Code. Uniform Building Code. Fire Prevention Code. Kern County Health Department/Environmental Health. Environmental Protection Agency. Kern County Air Pollution Control District. NFPA Codes 30 and 31, Bulletin 329. California State Water Resources Control Board Tank Regulations. American Petroleum Institute, Bulletin 1619. OSHA Codes American Insurance Association. Underwriter Laboratories. FUEL OIL STORAGE SYSTEM 15450 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e e 2 California Code of Regulations, Title 23, Water, Chapter 3, Subchapter 16, Underground Tank Regulations. SUBMITTALS: Submit tank, piping and all accessories. PART 2 - PRODUCTS Material Suitability: All materials shall be new. Inspect and verify suitability of all materials and immediately remove all defective or unsuitable materials from the site. Above Grade Fuel Oil Tank: U.L. listed above grade fuel oil tank shall be double walled steel, 1000 gallons in capacity with nominal dimensions of 64" in diameter and 73" in length. As manufactured by Joor Manufacturing, or accepted substitution. Tanks: Tanks shall be fabricated in accordance with Underwriters' Laboratories, Inc. standards for above grade storage tanks. Underwriters' label shall be affixed to each tank. ACCESSORIES: Safety Gage: Steil Safety Gage Company, B 74 gage with dehydrator, or approved equal. Vent Valve: EMCO Wheaton #785 2" mushroom vent cap. Double Walled: Double walled fiberglass reinforced epoxy pipe and fittings. U.L. listed. Ameron/Dualoy 3000, or approved equal. Secondary containment shall be provided for all underground product piping. Use 2-piece clam shell type fittings at elbows and other fittings. Piping Other Than Product Piping: Standard schedule 40 steel pipe. Fittings shall be 150 psi. Unions shall be standard A.P.I. 300 psi. Galvanized pipe and fittings. All underground steel piping shall be wrapped in accordance with Section 15010, Paragraph 1.09. 'C" Product Piping: Hard temper seamless copper, ASTM B8a. Wrought copper fittings, ANSI B16.22. Type L or M with brazed joints (lIDO F, min.) above grade, Type L with brazed joints (1100 F, min.) below grade. All nipples shall be red brass (85% copper). FUEL OIL STORAGE SYSTEM 15450 Mercy Hospital Truxtun - Electrical Upgrade BB-1B1R e e 3 PART 3 - EXECUTION GENERAL: o It is the intention of the drawings and specifications that where certain mechanical items such as unions, expansion joints and other mechanical components are not shown but where such items are required by the nature of the work, they shall be furnished and installed. The drawings and specifications are intended to supplement each other. Any materials or labor called for in one shall be furnished even though not specifically mentioned in the other. Sizes shown are the minimum allowable, and shall be increased in size if required or wherever necessary to meet unusual conditions. INSTALLATION: Changes in Direction: For all directional changes in product, or return lines, a swing joint shall be installed consisting of two 90 degree elbows with short nipple. Slope: All horizontal product, and return piping shall slope upward from a tank a minimum of 1/4 inch per foot. EXCAVATING AND BACKFILLING: Excavation for Pipe Trenches: Trenches shall be excavated to the alignment, depth and grade, to suit required pipe line slope froa pump to storage tank. The trench width for pipes shall be sufficiently large to permit proper backfilling and compacting. Fuel pipes shall be minimum 18 inches below the finished grade. Pipe Bed and Backfill: Before underground pipes are laid, place and compact clean sand in the trench to a minimum depth of 4 inches. After laying the pipes, place and compact clean, air-dry sand around and over the pipes to a minimum cover of 4 inches. Fill the remainder of the trench with either sand or backfill in 6 inch maximum layers and compact to 90 percent of the maximum density of ASTM D1557-78. Backfill may be excavated material, provided it does not contain organic matter and should be placed at close to optimum moisture content. FUEL OIL STORAGE SYSTEM 15450 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e - 4 TESTING: i Tank: Tank shall be tested with an air pressure minimum 3 PSIG and maximum 5 PSIG before storage tank is installed and any tests which may be recommended by the tank manufacturer. The initial test pressure shall be maintained without pressure drop for 10 minutes before inspecting tank seams and pipe opening connections. All seams and connections shall be leak tested at full test pressure with a soap and water solution. If damage has occurred, tank shall be replaced, not repaired. Storage tanks shall be holiday tested prior to unloading at the project site. If the tank fails the holiday test, the tank shall be replaced with a new one. Storage tanks shall be tested with air pressure both before and after tank is installed in the excavation. Piping Systems: The entire piping system shall be disconnected from systems and tank, and then be subjected to an air pressure test of 50 PSIG. The ~ initial test pressure shall be maintained without pressure drop for 60 minutes before inspecting pipe joints, then leak tested with soap and water solution. The piping double containment system shall be tested per the manufacturer's recommendations and Kern County requirements. Inspection and Acceptance Test: Contractor shall neither cause, not allow any of his work to be covered up until it has been tested, inspected, and accepted by jurisdictions having authority. When the storage tank has been installed and piping is connected to tank openings, the pressure test procedure as indicated shall be repeated to detect any leaking at piping connections. This test shall be carried out in the presence of the local .&uthorities. END OF SECTION 15450 ~ FUEL OIL STORAGE SYSTEM 15450 Mercy Hospital Truxtun - Electrical Upgrade 88-181R e . 1 SECTION 16010 - SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS PART 1 - GERERAL GENERAL REQUIREMENTS: All of the work under this Section of the specifications is subject to the General, Supplementary and Special Conditions and other Division 1 Specifica- tion Sections preceding this Section and this Contractor shall be responsible for and governed by all requirem~nts thereunder. SCOPE: This portion of the work includes the furnishing of all labor and materials necessary for a complete wiring system to outlets and all equipment shown on .j the drawings or covered by this Section of the Specifications. In general, the work included is as follows: Complete power facilities as detailed on plans. Provide new high voltage electrical switchgear, low voltage (below 600 volts) electrical panels, transformers, etc., and all wiring and appurtenances needed for a complete and operativ9 electrical system including wiring for any special systems shown. Include payment of all required insurances, electrical permits, fees and taxes, and all charges by utilities for installation of services unless specifically shown "by others". All painting, excavating and backfilling, concrete pads and bases, etc., as required for electrical equipment covered. Restore existing site improvements as required. SITE VISITATIONS: The Contractor shall carefully examine the site and existing buildings, shall compare the drawings with the existing electrical installations, and shall thoroughly familiarize himself with all existing conditions within the scope of this work. By the act of submitting a bid, the Contractor will be deemed to have made such examination and to have accepted such conditions, and to have made allowance therefore in preparing his figure. RULES AND REGULATIONS: All work and materials shall be in full accordance with the latest rules and regulations of: National Electric Code. Uniform Building, Mechanical and Plumbing Codes. California Administrative Code. SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS Mercy Hospital Truxtun Electrical Upgrade 16010 88-l8lR e e 2 State and local Fire Marshals rules. Before the final certificate of payment will be issued, the Contractor shall deliver to the Owner all certificates, permits, record drawings, instruction and parts manuals. ¡ Nothing in these plans and specifications is to be construed to permit work not conforming to these Codes. This Contractor shall obtain all necessary permits. MATERIALS AND SUBSTITUTIONS: All equipment and materials shall be new, UL approved, and of the best quality. When specific trade names are used in connection with materials, they are mentioned as standards, but this implies no right upon the part of the contractor to substitute other materials or methods without prior approval. Within ten days after award of this contract, this Contractor shall submit a list in eight copies of proposed materials. Substitutions which the Contractor may offer, shall be accompanied by shop drawings and other data giving the size, capacity, cost, etc., of the proposed substitutions, with samples if requested. Material submittals shall be all-inclusive for each type of material. The Contractor shall check, correct and indicate his review and approval of these submittals and shop drawings prior to submission to the Architect. He shall also state any material procurement problems at this time. This Contractor shall order equipment in a timely manner to prevent any delay in the construction schedule and he shall bear any penalty by vendors to meet schedule. GENERAL COORDINATION: The drawings indicate diagrammatically the desired location or arrangement of conduit runs, outlets, equipment, etc., and are to be followed as closely as possible. It shall be the contractor IS responsibility to verify and coordinate the location of all outlets and raceways with other trades. CUTTING, PATCHING AND MATCHING: This Contractor shall do all cutting necessary for the proper installation of his work and shall repair any damage done by himself or his workmen in kind and shall coordinate with that of other parties. Wherever possible, work shall be done in a concealed and neat workmanlike manner, necessitating the least amount of cutting of studs, plates and woodwork and such cutting or notching is allowed only after consultation with and by permission of the Engineer. All patching shall be of the same materials, workmanship and finish as existing, and shall accurately match all surrounding work. All work shall be SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS Mercy Hospital Truxtun Electrical Upgrade 16010 88-18IR e e 3 done under the Arèhitect's instructions, and when so required, by the trade which did the" original work. INTERPRETATION OF DRAWINGS AND SPECIFICATION: The Engineer's decision will be final on interpretation of the drawings and specifications and whenever the words "as may be directed", "suitable", or "approved equal", or other words of similar intent and meaning are used implying that judgement is to exercised, it is understood that it is the judgement of the Engineer that is referred to. EXCAVATION: Do all excavating and backfill necessary for the proper installation of the electrical work whether or not indicated on the drawings or specified. This shall be done per the general excavation portion of the specifications. CLEANING OF EQUIPMENT, MATERIALS AND PREMISES: All partitions of the equipment shall be thoroughly cleaned of dirt, rust, cement, plaster, etc., and all cracks and corners scraped out clean. Surfaces to be painted shall be carefully cleaned of grease and oil spots and left smooth, clean and in proper condition to receive paint finish. RECORD DRAWINGS: At the beginning of the project, one blue-line print of each applicable drawing will be issued to the Contractor for use in preparing record drawings. "Record" conditions shall be recorded on the blue-line prints as the project progresses. Upon completion of the work, the Contractor shall forward it to the Architect's office after first securing the Inspector's verification by signature. EARTHQUAKE RESTRAINT: All electrical equipment shall have a means to prohibit excessi ve motion during an earthquake. Equipment which vibrates during normal operation shall have isolaters with mechanical stops. All transformers and generators are considered to vibrate during operation. All electrical equipment and connections therefore shall be designed to resist lateral seismic forces equal to 0.33 of equipment weight with allowable working code capacity increased by one-third, or 0.5 of the weight yield capacity. Cantilever posts supporting equipment shall be designed to resist lateral seismic forces equal to 0.4 of equipment weight with allowable working code capacity increased by one-third. IDENTIFICATION: Conciuctors: All power and signal conductors shall be identified in acèordance with the following schedule: 120/208 volts, 3 phase, 4 wire Wye: Red-Black-Blue, Neutral White. SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS Mercy Hospital Truxtun Electrical Upgrade 16010 aa-IalR ~-~ . e 4 120/240 volts, 3 phase, 4 wire Wye: Black-Blue Orange for 3 phase stinger, Neutral White. for single phase, 480/277 volts, 3 phase, 4 wire Wye: Yellow-Brown-Purple, Neutral Gray. Bond or grounding conductor (GWG): Green Special system conductors shall be color coded and labeled. Brady Labels shall be used to identify terminals and destinations of feeders, branch circuits, signal and control circuits, etc., at all terminations and junction boxes and shall be coordinated with the nameplates in all boxes and equipment. All terminals in switchboards, panels, terminal cabinets, relays, switches, devices, pilot lights, starter terminals, etc., shall have "Brady" labels for identification to identify both ends of all wiring. Wires #8 and smaller shall be terminated on terminal strips, Square D Type 9080K -.with white marking strip and screw lugs for wire size. Nameplates: The Contractor shall furnish and install I" X 3" X 3/32" thick laminated black bakelite nameplates with white core, unless specifically shown as'red, with white core, engraved to produce white letters on black background for all items of electrical equipment including two and three pole circuit breakers, panelboards, starters, relays, time switches and disconnect switches. They shall be screwed in place. Panels: Panels having single pole circuit breakers shall be provided with typed schedules mounted in welded metal holders behind plastic. Devices: All devices shall have their branch circuit identified on back side of device plate wi th "Pentel", i. e. : CT A- 21. SPECIAL EQUIPMENT: Miscellaneous Equipment: Contractor shall be responsible for electrical hook- up and connection to all electrical equipment whether furnished by this Contractor or others. This shall include all special mechanical equipment as well as equipment which is furnished by the Mechanical Contractor. GUARANTEE: In addition to the guarantees required in the "General Conditions", all materials and equipment provided and installed under this Division of the Specifications shall be guaranteed by the Contractor for a period of one year from the date of final acceptance of the work by the owner. PART 2 - PRODUcrs RACEWAYS: Unless specifically shown otherwise, this Contractor shall furnish and install a complete steel conduit system for all wiring, including control and signal wiring. SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS Mercy Hospital Truxtun Electrical Upgrade 16010 8a-lalR e, e 5 All conduits shall be rigid, threaded, hot dipped galvanized type. All steel conduits installed underground shall have a minimum coverage of I '-6" below finished grade and shall have a 4" concrete envelope. Joints shall be sealed with conductive pipe compound, T & B Kopr-Shield, before making up. Conduits installed below grade shall be wrapped~ith Minnesota Mining Co., Scotch-Wrap #51 using half-lap for double thickness. Conduits surface shall be clean and dry before wrapping. Seal-type flexible conduit shall be used in lengths not greater than 18n at motors and other machinery to prevent the transmission of vibration. All flexible conduit shall have a copper bond wire either integral or pulled in. Flexible conduit shall be supported at both ends and every 24". All conduit fittings, locknuts, couplings, elbows, etc., shall be hot dipped galvanized finish with plastic bushings. No competitive type fittings shall be used. Ron-Metallic Conduit: Rigid non-metallic PVC, UL labeled conduit with factory ells and fittings approved for the purpose may be used under the following conditions, where the voltage is 600 volts or less: All conduits in earth under the building, or protected by permanent paving may be Schedule 40 PVC. Any conduit running through planters or unprotected in earth shall be encased in 4" of concrete. All raceways above grade shall be steel. All non-metallic runs shall have a' bond wire for the interconnection of all conducting portions per Table 250-94 of the National Electric Code. Use factory elbows. PVC shall not be bent in the field. Electrical metallic tubing fittings shall be steel plastic bushed or set screw type. No competitive type fittings will be accepted. Surface raceways and fastenings shall be two piece steel type, complete with all fittings of the same manufacturer, factory finished in a gray. Surface plug-in strips shall be two circuit type with NEMA grounded receptacles every 12 inches, with wiring space provided. ~ CONDUCTORS : All conductors shall be delivered to the site in their original unbroken packages, plainly marked or tagged as follows: Underwriters; Labels, size, kind and insulation of wire, and name of the manufacturing company and the trade name of the wire. All conductors shall be m~n~mum of 98% conductivity soft drawn copper, minimum #12 AWG unless shown otherwise. Conductors #8 and larger shall be stranded, type "THWN", 600 volt insulation. Conductors #10 and smaller shall be solid copper "THHN". All branch circuit and fixture wiring joints, splices and taps for conductors SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS Mercy Hospital Truxtun Electrical upgrade 16010 a8-1alR e . 6 #10 and smaller shal'l be made with "Scotchlock" connectors. Two bolt, type solderless connectors or T & B "Color Keyed" compression lugs shall be used on #8 and larger conductors. f MEDIUM-VOLTAGE CABLES: Medium-voltage cables shall be suitable for a rated circuit voltage of 15 KV. Other parts of the cable system such as joints and terminations shall have ratings not less than the rating of the cables on which they are installed. Separable insulated connectors shall have nominal voltage ratings coordinated to associated appqratus ratings rather than cable ratings when used to connect cable to apparatus. Cables shall be provided with 133 percent insulation level.' Neutral conductors of grounded neutral systems shall be of the same insulation material as phase conductors, except that a GOO-volt insulation rating is acceptable. Cable Joints: Shields shall be applied as required to continue the shield-ing system through each entire cable joint. Shields may be integrally molded parts of preformed joints. Shields shall be grounded at each joint. Types: Separable insulated connectors of suitable construction or standard splice kits shall be used. Splice kits may be of the heat-shrinkable type for voltages up to 15 XV, of the premolded splice and connector type, the conventional taped type, or the resin pressure-filled overcast taped type for voltages up to 35 XV, except that voltages of 7.5 XV or less a resin pressure-filled type utilizing a plasti::-,:ape mold is acceptable. Separable insulated connectors are acceptable for voltages up to 35 xv. Requirements: Cable joints shall provide insulation and jacket equivalent to that of the associated cable. Lead sleeves shall be provided for lead covered cables. Armored cable joints shall be enclosed in compound-filled, cast iron or alloy, splice boxes equipped with stuffing boxes and armor clamps of a suitable type and size for the cable being installed. Terminations: Terminations shall be IEEE No. 48, Class I or Class 2; of the molded elastomer, wet-process porcelain, prestretched elastomer, heat shrink- able elastomer, or taped type. Acceptable elastomers are track-resistant, silicon-rubber or track-resistant, ethylene-propylene compounds such as ethylene propylene rubber or ethylene propylene diene monomer. Separable in- sulated connectors may be used for apparatus terminations, when,such apparatus is provided with sui table bushings. Provide three insulated bushings and brackets for the temporary parking of connectors. Provide hold down bails for connectors at each primary bushing. Terminations shall be of the outdoor type, except that where installed inside outdoor equipment housings which are sealed against normal infiltration of moisture and outside air, indoor, Class 2 terminations are acceptable. Class 3 terminations are not acceptable. Terminations, where required, shall be provided with mounting brackets suit- able for the intended installation and with grounding provisions for the cable shielding, metallic sheath, and armor. Factory Preformed Type: Molded elastomer, wet-process porcelain, pre- stretched, and heat-shrinkable terminations shall utilize factory preformed components to the maximum extent practicable rather than tape build-up. Terminations shall be at least 12-1/2 inches long from the end of the SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS Mercy Hospital Truxtun Electrical Upgrade 16010 SS-lSlR II . 7 tapered cable jacket to the start of the terminal connector, or not less than the kit manufacturer's recommendations, whichever is greater. Fireproofing: Medium-voltage cables and conductors in manholes shall be fire- proofed for their entire length within a manhole on an individual cable basis. Fireproofing shall extend at least 1 inch into any duct. Systems shall be listed in the FM Approval Guide as a fire protective coating for grouped electrical conductors and shall be suitable for application on the type of medium-voltage cåbles provided. After being fully cured, materials shall be suitable for use where exposed to oil, water, gases, salt water, sewage, and fungus and shall not damage cable jackets or insulation. Asbestos materials are not acceptable. Tape Method: Tapes shall be at least 2 inches wide. preapplication: Plastic tape wrapping shall be applied before applica- tion of fireproofing tape, over exposed metallic i tams such as the cable ground wire, metallic outer covering, or armor to minimize the possibility of corrosion from the fireproofing materials and moisture. Plastic tape shall be pressure sensitive, la-mil thick, conforming to Fed. Spec. HH-I-595. Before applying fireproofing tape, irregularities of cables, such as at cable joints, shall be evened out with insulation putty. Fireproofing Tape Application: A flexible conformable polymeric elas- tomer fireproof tape shall be wrapped tightly around each cable spirally in one-half lapped wrapping or in two butt-jointed wrappings with the second wrapping covering the joints of the first. Sprayable Method: The manufacturer shall certify that cable coatings are seismically qualified in accordance with IEEE No. 344. Coatings when applied on bundled cables shall have a derating factor of less than 5 percent, and a dielectric strength of 95 volts per mil minimum after curing. Cable Coatings: Cable coatings shall be compounded of water-based thermoplastic resins, flame-retardant chemicals, and inorganic incombustible fibers and shall be suitable for the application methods used. After application, cable coatings shall be dry to the touch in 1 to 2 hours and fully cured in 48 hours, except where the manufacturer has stated that because of unusual humidity or temperature, longer periods may be necessary. Application: Manholes shall be power ventilated until coatings are dry and dewatered until coatings are cured. Ventilation requirements shall be in accordance with the manufacturer's instruction, but not less than 10 air changes per hour shall be provided. Cable coatings shall be applied by spray, brush, or glove to a wet film thickness that reduces to the dry film thickness approved for fireproofing by FM. Application methods and necessary safety precautions shall be in accordance with the manufacturers instructions. WIRING DEVICES: Furnish and install wiring devices and plates as shown on the drawings and SCOPE, GENERAL REQUIREMENTS AND BAS IC MATERIALS Mercy Hospital Truxtun Electrical Upgrade 16010 SS-ISIR e -- 8 described in these' specifications. Where more than one Wl.rl.ng device is mounted in thé same location, such devices shall be mounted in a multi-gang plate. Single gang combination interchangeable devices shall not be used. Wiring devices shall be specification grade or better. Convenience outlets shall consist of specification grade duplex receptaèle mounted in an outlet box in the wall, flush with the finished plaster or surface, rated 20 amperes, 125 volts, 3 wire, back and side wired. Exterior outlets or outlets in moist or damp locations shall have proper flush .or "FS" type cast surface boxes with adapters, and gaskets and proper type cast device covers. Local switches shall be the quiet, toggle type, totally enclosed, AC rated, 20 amps, 120/277 volt. Device plates shall be provided for all devices with the number of gangs and ~ openings necessary. Switchplates for all outlets, not in sight of switch shall be labeled with filled etched letters showing locations of outlet controlled. Pilot lights shall be of the type with an indicating neon lamp in the handle. OUTLET BOXES: OUtlet boxes for concealed work shall be one-piece pressed steel knockout type with zinc or cadmium coating. Boxes shall not be smaller than four inches square naninal size unless otherwise indicated. Provide extension rings, plaster rings and covers necessary for flush finish. OUtlet boxes installed in concrete slabs shall be two piece concrete boxes, not less than four inches nominal size, with a minimum depth of 2-1/2 inches. Surface boxes of the cast metal threaded hubtype with suitable gasketed covers, shall be used for exposed conduit runs less than five feet above finished floor, or where waterproof boxes are required. PULL BOXES AND WIREWAYS: Pull and junction boxes shall be installed as shown to facilitate the pulling of wire and to comply with NEC requirements. Wireways shall be constructed in accordance with UL 870 for Wireways, Auxiliary Gutters and Associated Fittings. Every component including lengths, connectors and fittings shall be UL listed. PANELBOARDS: Furnish panelboards shown on plans and described herein. All cans shall be a minimum of 20" wide and 4" deep unless otherwise shown. They shall be totally flat or equal, with flush keyed locks. Panelboards shall be listed by Underwriters' Laboratories. SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS Mercy Hospital Truxtun Electrical Upgrade 16010 88-l81R " - 9 Fronts shall be sheet steel painted standard gray over a rust inhibitor. They shall be equipped with door, flush hinges and flush proper cylinder tumbler lock, metal circuit card holder and quarter-turn adjustable trim clamps. Panel shall consist of a reinforced galvanized sheet steel frame with copper bus bars and circuit breakers properly supported to prevent vibration, breakage in handling. All terminals shall be solderless type suitable for specified conductors of sizes indicated. Bus bars shall be sequence phased. Branch circuit breakers shall be "bolt on", fully interchangeable without disturbing adjacent units. All two and three pole breakers shall have common trips. Minimum IC shall be 10,000 AIC. All spaces shall have hardware. Provide separate blocks for neutrals and grounds as required. ..; PARr 3 - ~v:r~OH INSTALLATION: The layout and installation of electrical work shall be coordinated with the overall construction schedule to prevent delay in completion of the project. Dimensions and infomation regarding accurate locations of equipment and structural limitations and finish shall be verified with other sections. The drawings do not show all the offsets, bends, special fittings or junction pull boxes necessary to meet job conditions and shall be provided as required. Electrical equipment, outlets, junction and pull boxes shall be installed in accessible locations, avoiding obstructions, preserving headroom and keeping openings and passageways clear. Minor adjustments in the locations of equipment shall be made where necessary, providing such adjustments do not adversely affect function of the equipment. Major adjustments for the location of equipment shall be previously approved and detailed on the record drawings. structural Pittinqs: Furnish and install the necessary sleeves, inserts, hangers, anchor bolts and related structural items. Install at the proper time. NOISE CONTROL: Contactors and similar noise-producing devices shall not be placed on walls which are common to occupied spaces, ounless specifically called for on the drawings. Where such devices must be mounted on walls common to occupied spaces, they shall be shock mounted or isolated in such a manner as to effec- tively prevent the ~ransmission of their inherent noise to the occupied space. Contactors, starters and like equipment, which are found to be noticeably noisier than other similar equipment on the project will be deemed defective and shall be replaced at engineer's request. SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS Mercy Hospital Truxtun Electrical Upgrade 16010 SS-lSlR · - 10 RACEWAYS AND FITTINGS: Surface raceway shall be coordinated with cabinet work. It shall be installed plumb and square with adjacent surfaces. Conduits installed underground shall have a m1nLmum depth of 30 inches below finished grade. Joints shall be sealed with T & B "Kopr Shield" conductive joint compound before making-up. Steel conduit runs installed in earth shall be spirally wrapped with 20 Mil vinyl plastic using half lap for double thickness. Conduit surfaces shall be clean and dry before wrapping. All conduit fittings shall be steel with insulated throats except bushings which shall be the nylon type. All conduits installed underground shall have a minimum of a three inch concrete envelope except where under buildings or in building floors. Provide a tagged 1/8 inch stranded nylon pullrope. Leave 18 inches free coiled end in all empty conduits with identification tags on both ends. Minimum size of any conduit for lighting, power and signal shall be 3/4 inch conduit, unless shown otherwise. Furnish and install "Seal-offs" in all ~onduit runs through area of different temperature. Where applicable wiring methods shall be in accordance with requirements for installation in damp andlor hazardous areas. All concealed conduit shall be installed in as direct a line as possible between outlets. EMT approved for dry locations with steel, plastic bushed set screw fittings. No more than four quarter bends, or their equivalent, will be allowed between outlets. Feeder conduits shall follow arrangement shown on plans unless a change is authorized. Branch circuit conduit shall, in general, follow arrangement as shown insofar as structural conditions permit. All exposed runs shall parallel buildings ,walls, or partitions and be supported on Kindorf Hangers to meet Title 24, Part 6, CAC. In general, all conduit shall be sloped to drain. Bends which place a trap in conduit shall be avoided. Provide drip fitting as required. Dux-Seal high ends of all underground raceways. All conduit runs shall be mechanically and electrically continuous from outlet to outlet. Conduit size or type shall not be changed between outlets. Chrome escutcheon plates shall be used on all conduit penetrating walls, floors or ceilings. Expansion joints shall be provided at building expansions or as required due to length of run or difference in temperatures. Flexible steel conduit shall be used for short runs not over 24" from motors or other vibrating equipment to junction boxes. Where specifically approved SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS Mercy Hospital Truxtun Electrical Upgrade 16010 SS-18IR ,e e 11 by the engineer, flexible steel conduit may be used when conditions make the use of other- conduit impracticable. Fittings shall be of the screwed wedge type. All flex shall have a green copper bond wire. Flex conduit shall be independently suspended. All fittings exposed, or in damp areas, shall have sealing glands and proper gaskets. Fittings in hazardous areas shall be of the type approved for the particular hazard. Provide two (2) one inch conduit stubs out of all panels and terminal cabinets to above hung ceiling or as otherwise shown. CONDUCTORS AND CONNECTIONS: All branch circuit and fixture w~r~ng joints, splices and taps for conductors #10 and smaller shall be made with 3M "Scotchlocks" or approved equal. Circuit and signal terminations to single screw or push on terminals shall be done with insulated "Sta-Kons" or approved equal terminals. Bolt type, solderless connectors shall be torqued with a torque wrench as per the manufacturer's recommendations, and then retightened after 24 to 48 hours before taping. Owner's Inspector shall be informed of this procedure during the waiting period and shall witness the act of retightening. Peeders. etc.: Connectors and lugs for terminating stranded conductors #8 and larger shall be machine crimp compression type. All splices shall be taped with Scotch #88 plastic electrical tape, with Scotch Fill where necessary for a smooth joint. For other than normal temperatures or conditions Scotch #27 or #2520 shall be used. All connections and splices shall be electrically perfect and in strict accordance with all code requirements. No splices shall be made below grade in manhole or pullholes without Engineer I s written approval and then shall be encapsulated with 3M patting kits per 3M specifications. Wire in panels, cabinets, pull boxes and w~r~ng gutters shall be squared, labeled and neatly grouped with "Ty-Raps" and fanned out to the terminals. WIRING DEVICES: Wiring devices shall be securely fastened to the outlet box. Where the outlet box covers are back from finished walls, the device shall be built out from same with washers so that it is rigidly held in place to the box. Provide metal extenders in flammable construction per NEC. All device screw slots shall be left in a vertical orientation. OUTLET BOXES: OUtlet boxes for concealed work shall be one steel knock-out type with zinc coating. Boxes shall not be smaller than four inches square nominal size SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS Mercy Hospital Truxtun Electrical Upgrade 16010 SS-lSlR e e 12 unless otherwi~e indicated. Provide extension rings, plaster rings and covers necessary for flush finish. Bar hangers shall be used to support outlet boxes in stud or furred partitions and ceilings. Attachment screws, devices, etc., shall be of the proper type to secure boxes to metal studs, complimented by expansion shields to concrete and masonry. Provide approved knock-out seals on all unused open knock-out holes. Where used for lighting fixtures, outlet boxes shall be equipped with fixture studs. Surface boxes of the cast metal threaded hub type with sui table gasketed covers, shall be used for exposed conduit runs less than five feet above finished floor, or where waterproof boxes are required. JUNCTION AND PULL BOXES AND WIREWAYS: Boxes shall be installed square and plumb. An engraved nameplate shall be installed indicating the function of each box on the exterior in unfinished areas and on the interior in finished areas. Install wireways with strip type connectors with self retained mounting screws. Use hangers with two piece hook-together feature to permit preassembly of wireway and hanger bottom plate before hanging on pre installed upper bracket. SUPPORTS AND ANCHORS: Provide inserts, anchors, supports, rods and brackets and miscellaneous items to adequately support and secure the electrical systems and equipment. Secure hangers, brackets, conduit straps, supports and electrical equipment to surfaces by means of toggle bolts on hollow masonry; expansion shields and machine screws or standard preset inserts on concrete or masonry; machine screws or bolts on metal surfaces; wood screws on wood construction. Wood or fiber plugs or concrete nails are not acceptable. Power driven or velocity driven inserts may be used unless specifically approved by the engineer and where their use does not affect finished appearance of work. They may not be used in prestressed slabs, beams, purlins, or precast members, or in tension. Seismic Requirements: Provide vertical and' lateral supporting equipment to resist the application of seismic forcers per CAC, Title 24, Section T-17-231. END OF SECTION 16010 SCOPE, GENERAL REQUIREMENTS AND BASIC MATERIALS Mercy Hospital Truxtun Electrical Upgrade 16010 SS-lSIR e . I SECTION 16031 - SPECIAL ELECTRICAL TESTS PART 1 - GENERAL GENERAL REQUIREMENTS: This Contractor shall retain the servJ.ces of a qualified independent electrical testing contractor holding a valid current C-IO license to perform all tests and prepare reports enumerated in the following sections. The electrical testing contractor shall be one of the approved following list: Power Systems Testing Co., Fresno, CA, 209-275-2171 Electro Test Co., Anaheim, CA, 714-779-8900 Follow all Applicable Codes, Standards and Instruction Manuals: CUrrent National Electrical Code (NEC). National Electrical Manufacturer's Assoèiation (NEMA). Manufacturer's Instructions and Maintenance Manual applicable to each particular apparatus. Procedures as directed by Engineer. OSHA Rules and Regulations. National Electrical Testing Association (NETA) "Acceptance Testing Specifi- cations" . General Test Conditions: The testing agency shall perform the following: Test the mains and manual circuit breakers, distribution equipment and all circuit breakers 50 amps and larger to insure proper installation, operation, connection and calibration in accordance with these specifications. Provide minor field repairs and adjustments and wiring modifications at time of inspection. ,- Furnish personnel acceptable to Engineer to conduct all testing. Supervising Engineer shall have a minimum of five years experience in low voltage circuit breaker and switchboard maintenance testing. Furnish all labor required for, and incidental to, testing. Furnish all necessary test equipment to satisfactorily perform all tests specified herein. Check all devices for proper operation. Check for wear, tightness, dirt, etc. Check for conformance to published curves. During actual testing the agency will: Insure that temporary power terminations are connected in such a manner SPECIAL ELECTRICAL TESTS Mercy Hospital Truxtun Electrical upgrade 16031 SS-lSlR e e 2 that commercial power may be restored in forty-five (45) minutes upon request. Place temporary power cables out of the way in a safe manner that provides no hazard to personnel or equipment in the area. Provide all special connections required. Perform all work between the hours of 10:00 PM and 6:00 AM. AC service for charging of batteries will be provided during lunch break. Conduct all tests in presence of the representative except where ·advised this would not be necessary. Prior to actual testing the agency will: Notify and coordinate with the Owner's representative prior to the commencement of any testing. Provide a method of operation (M.O.P.) schedule in conjunction with the Owner's representative. Test Report: The Test Report shall include the following: Summary of job. Description of equipment tested. Description of test procedure. Test results. Recommendations. Appendix - including all field test reports. . The report shall be bound. Furnish six (6) copies of completed report to Electrical Engineer no later than ten (10) days after test completion unless requested otherwise by OWner. Instrumentation - Traceability: The testing agency shall have all instruments calibrated and traceable to the National Bureau of Standards. Test and Calibration Label: The testing agency shall provide calibration labels for all relays and circuit breakers tested. Labels shall be self- adhesive and placed on covers or frames so as not to obscure nameplate, tap block or time dial. Label shall indicate date tested and firm name. Care and Precautions: Contractor shall be responsible for any damage to equipment or material due to improper test procedures or test apparatus handling and shall replace or restore to original condition any damaged equipment or material. Contractor shall furnish and use safety devices such as rubber gloves and blankets , protective screens, barriers and danger signs to adequately SPECIAL ELECTRICAL TESTS Mercy Hospital Truxtun Electrical upgrade 16031 SS-la1R · e 3 protect and warn all personnel in the vicinity of the tests. All personnel shall have and wear safety glasses in designated areas. Technical Specifications: Switchgear - General: Switchgear interior will be vacuumed and wiped clean. switchgear will be inspected for adequate bus size, bus spacing, bracing and grounding. All bus bolts will be torqued to their proper value. placed on each tightened bolt to insure completeness. A mark to be Switchgear frame will be inspected for alignment, level and anchorage. Bus will be meggered to insure adequate insulation resistance. Molded Case Circuit Breakers: Circuit breakers will be operated several times to insure smooth operation. Phenolic case will be inspected for cracks. Rated current will be passed through each phase and millivolt readings taken across contacts. Time-current characteristic tests will be performed by passing 300\ rated current through each phase and monitoring trip time. Instantaneous pickup current will be determined by finding the current level at which breaker trips out in less than 2 cycles. Insulation resistance tests will be performed at 1000 volts DC. ,... Circui t breaker c·overs will be removed on unsealed units and checked for cracks. Interphase barriers and arc chutes to be inspected. All bolts and lugs will be tightened. All internal auxiliary devices will be inspected. Contacts, shunts, etc., will be visually inspected for wear and alignment. Inverse time, instantaneous pickup and millivolt drop across contacts, insulation resistance values as well as deficiencies causing breaker to function outside published limits will be recorded. Times will then be compared with manufacturer's or NEMA published values. Cables: Megger cables indicated. SPECIAL ELECTRICAL TESTS Mercy Hospital Truxtun Electrical Upgrade 16031 SS-laIR · e 4 Tighten. joints of cable indicated and check for wear and damage. New Feeders to be Meggered: Check cables for damage and tightness. Feeders: Tightness connections at each new panel only and visually inspect. Grounding System: The test agency shall remove the test link between the ground and neutral and test the neutral for any parallel and/or superfluous ground paths. If they are found, a report should be given to the Engineer. No grounds are to be removed unless authorized in writing. All ground connections in switchboard as well as that to cold water pipes shall be checked for tightness and adequacy. ~ END OF SECTION 16031 SPECIAL ELECTRICAL TESTS Mercy Hospital Truxtun Electrical Upgrade 16031 88-lalR - e 1 SECTION 16210 - EMERGENCY ENGINE GENÉRATOR SET - 600 KW PART 1 - GBRERAL GENERAL REQUIREMENTS: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this Section. SCOPE: -' The contractor shall furnish all equipment, materials and labor to insure a complete,' functional and reliable standby power supply as shown on the draw- ings and specified herein. Only manufacturer's authorized dealers who have a minimum of ten (10) years experience in the field of power generation with the same manufacturer whose products are being offered and can certify to this requirement, are allowed to supply equipment for this project. Additionally, the dealer must be authorized by the manufacturer to administrate warranty for the engine-generator set and must employ factory trained mechanics and engineers. MATERIALS AND WORKMANSHIP: The engine generator set shall be a factory fabricated and assembled package of new and quality grade components. Only those products currently being man- ufactured for the purpose of power generation will be considered. All work shall be congruent with the highest quality standards. DESIGN: The unit ,shall be designed and fabricated to meet all applicable codes and standards associated to the area and application for which it is intended. Routine maintenance and adjustments shall be performed without the use of special tools or instruments. MANUFACTURER: All major components shall be manufactured and assembled in the United States of America, by a manufacturer currently engaged in the production of like equipment. Proof that similar units have been supplied, installed, and satis- factorily placed in service is required at time of bid. The authorized sup- plying dealer of the manufacturer shall submit with his bid proof that they or other qualified factory representatives in the area have a 24 hour parts and service facility within a 50 mile radius of the job site. The equipment manu- facturer shall be Caterpillar Tractor or other approved manufacturers who meet all of these specifications and have received written approval to bid his products ten (10) days prior to bid. Approval to bid shall not be construed as giving approval to deviate from the requirements to meet all specifications WARRANTY : The engine and generator furnished under this section shall be guaranteed by the manufacturer and administered by the selling dealer against defects in materials or workmanship for a period of two years from date of initial use. EMERGENCY ENGINE GENERATOR SET - 600 KW Mercy Hospital Truxtun Electrical Upgrade 16210 88-1a1R e e 2 It shall cover parts and labor and be administrated per the manufacturer's standard exténded warranty. This factory wa:rrfinty shall cover the engine, generator, generator regulator, radiator, fan and fan drive (if mounted on engine), generator mounted control panel, shutdowns, alarms and jacket water heater. 1 ( An extended warranty shall be furnished by the manufacturer to cover the engine-generator package for a total of ten years from the date that the unit was put into service. A detailed explanation of extended warranty terms and conditions shall be submitted for review and evaluation by the engineer. SUBMITTALS AND DRAWING REQUIREMENTS: Compliance: At the time of bid, supplier must submit compliance with the specifications. Any deviation from these specifications must be submitted in writing to the engineer for approval in no less than ten days prior to bid time. Approval .to deviate must be received in writing prior to bid. A copy of the manufacturer's printed and published installation guide, operation guide, service directory and warranty shall be on file with the end user prior to bid. Submittal Data: The successful bidder shall submit within two (2) weeks of is- suance of purchase order, seven (7) sets of bound submittals including but not limited to the following: Standard manufacturers printed specification sheet showing critical engine and generator set specifications including dimensions, weights, guaranteed fuel consumption at 25\, 50\, 75\ and 100\ of full rated load, engine bhp available, jacket water heat rejection, cooling pump characteristics, exhaust flow rate and temperature at 25\, 50\, 75\ and 100\ of rated load, ventilation requirements, combustion air requirements, cooling system static head pressure limitation, exhaust backpressure limitation, rolling ampere rate for electric starting, liquid refill capacities, generator efficiency at 100\ load, -generator set ventilation requirements, TIF, harmonic wave distortion, transient reactance (x'd), type of winding insulation, generator temperature rise, regulation characteristics, generator type of construction and overspeed capabilities. Engine and generator material composition and construction. Flow schematics for the air induction, lubrication, cooling and fuel systems. Standard manufacturer's generator set showing manufacturer. printed warranty statement for the single source responsibility by engine and the engine Generator control panel equipment and features. Include a written explana- tion of the auto start/stop logic and operation. Accessory catalog cuts including the vibration isolators, flexible exhaust coupling, muffler, batteries, battery charger, mainline circuit breaker and enclosure, engine manufacturer's transducers for monitoring, metering and safety circuits, fuel lines, jacket water heater, day tank an,d pump. Include a detailed statement concerning product covered by non-engine- EMERGENCY ENGINE GENERATOR SET - 600 KW Mercy Hospital Truxtun Electrical Upgrade 16210 88-l81R e e 3 generator set manufacturer's warranty policies, dealers responsibility and duration of warranty. Engineering calculations including but not limited to installed ventilation requirements 7 exhaust back-pressure of the installed system 7 cooling system TDH if equipped with remote radiator7 radiator flow, air density, altitude and ethylene glycol dilution 7 isolator seismic calculations 7 torsional analysis of the engine and generator and generator set center of gravity. Standard blank test forms and test procedures for generator set performance and vibration analysis. Transient load response data of the engine-generator set as measured by a light-beam oscillograph. Data shall be the result of actual testing of the diesel engine and generator set and shall show voltage dip (overshoot), frequency dip (overshoot) and recovery time under the following conditions: No load to half load. No load to full load. Half load to full load. Full load to no load. Dealer preventative maintenance contract. It must include oil analysis and vibration measurement. Normal operating ranges for systems temperature, pressure and speed. Spare parts list. Manufacturer's part number for the engine and generator operation guide, parts book, service manual, warranty policy and installation guide. Location of other similar units. Phone numbers of twenty-four hour product support contacts or locations. ,- Statement of forty-eight hour parts guarantee. Drawing and wiring schematics for right hand, left hand, end, front and stub up views of proposed assembly. Separate drawings will be provided for the AC and DC wiring 7 separate components - including circuit breakers, battery charger, battery rack, day tank, isolators, muffler, and flexible fittings. PART 2 - PRODUCTS ENGINE: Construction: The engine shall be watercooled, of four stroke cycle design, compression ignited, rated for continuous standby application. It shall pro- duce sufficient horsepower to achieve ratings as shown on the drawing while EMERGENCY ENGINE GENERATOR SET - 600 KW Mercy Hospital ~ruxtun Electrical upgrade 16210 88-18IR e e 4 driving all .accessories and parisidic loads such as fans or alternators and running of #2 diesel fuel. The engine cylinders shall be fully water cooled. Pistons shall be one piece, two or three ring design with a cast iron band for the top compression piston ring. It shall incorporate a full floating pin to insure minimal restriction and long life. Connecting rods shall be of the teepee design for increase strength. Main and rod bearings shall be of steel backed aluminum construction with copper bonding and a lead-tin overlay. The engine shall incorporate a single cylinder head per bank. The lube oil filter system shall be of the full flow type with a built in bypass valve. The oil pump shall be a positive displacement gear type with a system relief valve. Each. cylinder shall have a continuously pressurized oil cooling jet directed at bottom of the pistons. The cylinder block shall be of single piece con- struction and constructed in such a way that liner counter bores are not present in the block. The cylinder plate installed between the block and cylinder head. The crankshaft shall be induction hardened and rebuildable. The engine manufacturer shall offer a remanufactured parts program for maximum customer value covering such items as heads, water pumps, turbochargers, crankshaft, etc. Governor: The engine shall be equipped with a Woodward electronic isochronous governor, with a steady state speed regulation of +/0 .25%. Safety Devices: The generator set shall have installed and be warranted by the engine manufacturer the following alarm and shutdown features: Low oil pressure pre-alarm. High water temperature pre-alarm. Low water temperature alarm. Low oil pressure shutdown. High water temperature shutdown. OVerspeed set for 118% rated speed. It shall allow the unit to be tested at 75% of the actual trip point. The shutdown signals shall be supplied via electronic transducers and the shutdown and alarm circuit shall be solid state with field adjustable set points. COOLING SYSTEM: Construction: The engine shall be cooled through a fin and tube or folded core type radiator sized to continuously maintain safe operation at full load and at 110 degrees F ambient air at the radiator core and a 200 degrees F top tank temperature at the site conditions and with the necessary ethylene glycol treatment. A blower type fan and an air duct adapter will be furnished. A flexible connector between radiator and wall louver (or enclosure if so equipped) is to be provided by the installing contractor per the mechanical section and as shown on the drawings. The fan and all rotating members and drive belts shall be guarded and meet OSHA standards. Coolant Conditioner: The unit shall be provided with ethylene glycol as re- EMERGENCY ENGINE GENERATOR SET - 600 KW Mercy Hospital Truxtun Electrical Upgrade 16210 S8-lBlR e e 5 quired by the site conditions to insure damage against freezing. Rust inhibitor treatment in addition to the antifreeze will also be added to the system in the proper proportion. Block Heater: A jacket water heater will be provided to maintain engine coolant temperature between 90-120 degrees F in an ambient of 30 degrees F. The heaters shall be thermostatically controlled. It shall consist of a reconnectible 240-480 volt, AC, single phase 6000 watt heater element. EXHAUST SYSTEM: Construction: The engine shall have a single exhaust outlet for installation ease. A critical grade silencer and stainless steel bellows type flexible section shall be furnished complete with all gaskets and hardware. The ex- haust system shall be installed on the weather protective enclosure. FUEL SYSTEM: Construction: The fuel system shall be designed so that maintenance adjust- ments will not be required to maintain rated output except for routine filter replacement. It shall consist of a primary fuel filter, a secondary fuel filter, a fuel transfer pump, one injector per cylinder, twenty-four (24) inch suction and return fuel lines of steel braided hose with swivel ends and a system relief valve. "'" Day Tank: A free standing day tank of one hundred (100) gallons shall be pro- vided. The tank shall be epoxy lined to retard corrosion. The tank shall be as specified on plans. The tank shall be UL listed. FOUNDATION: Mounting: The engine and generator shall be factory mounted on a torsionally stiff base, fabricated from wide flange channel or I-beam to insure adequate mounting surface contact and minimal deflection. Formed sheet metal bases will not be acceptable. Vibration Isolation: Provide spring type vibration isolators in ample quan- tity to effect equal load distribution. Seismic calculations shall be sub- mitted prior to installation. The isolators shall be equal to Model RJSD as manufactured by California Dynamics Company. ,.. Weather Protective Enclosure: The engine-generator set shall be supplied with a double-walled, insulated, acoustical prefabricated drop-over weather protective enclosure, with sufficient number of doors for ease of maintenance and repair. The intake and exhaust louvres shall be sized for adequate ventilation air. The exhaust system will be mounted to the enclosure. GENERATOR: Construction: The generator shall be manufactured and packaged by the engine manufacturer to insure proper performance and effect a single source of re- sponsibility. The generator shall be rated as per drawings, and conform to EMERGENCY ENGINE GENERATOR SET - 600 KW Mercy Hospital Truxtun Electrical Upgrade 16210 SS-lalR e e 6 NEMA Standards for temperature rise and construction. The unit shall be single bearing, synchronous, 10 or 12 lead, tropicalized and built per NEMA MG 1-22 and IEEE Standards. Class F insulation shall be used on stator and rotor and both shall be protected with an asphalt modified epoxy on all end coils. The rotor shall incorporate "wet" layer windings. The brushless exiter shall be protected via resettable thermal protector and fuse. The generator rotor shall be dynamically balanced within 0.001 inches peak-to-peak amplitude dis- placement while sustaining 25% overspeed. Voltage Regulator: The voltage regulator shall be solid-state, three phase sensing, volts per hertz type and manufactured by the engine-generator set manufacturer. It shall be shock mounted in the generator providing +/- 1% no load to full load regulation. Adjustable controls for voltage droop, level and gain shall be easily accessible. Voltage level adjustment shall be a min- imum of +10% and -25%. It shall be completely sealed in a lexan box to guard against harmful environmental humidity and salt elements to ASTM-B117 and Mil- Std-810C. It shall be built to withstand 4.5 G's in all three normal planes . between 18 and 500 Hz and 20 G'S shock. It shall incorporate an electronic build-up circuit. Build-up relays are not allowed. The steady state voltage drift shall be better than 0.5%. Maximum voltage drift shall not be more than 1% for a 40 degree C ambient temperature change. The response time shall be a fast 1 cycle (less than 20 milliseconds). It shall feature EMI and RFI sup- pression to commercial standards and have a TIF factor of less than 50. Pro- tection shall be automatic and incorporate a fuse, a solid state circuit that removes the excitation when the generator is overloaded for over 10 seconds, breaker trip contacts, loss of sensing, undervoltage and underfrequency. It shall provide rapid response during transient conditions. A series boost shall be incorporated that will allow 300% of rated current for 10 seconds in the event of a short circuit. This unit shall be built and warranted by the engine-generator set manufacturer. Performance: Waveform deviation shall not exceed 5% from true sine wave. The transient response from no load to full load of the engine-generator set shall not exceed a voltage dip of 25%, a frequency dip of 25% and shall recover to complete steady state performance within 12 seconds for both voltage and fre- quency. The transient response from full load to no load shall not exceed a voltage overshoot of 10% and shall recover to steady state performance within 12 seconds. These measurements shall be made by a light beam oscillograph re- corder and be a result of testing the engine-generator set combination. Data on generator transient response measured on electrically motor driven generator will not be acceptable in the submittal information. The telephone influence factor shall not be greater than 50. CIRCUIT BREAKER: A main line circuit breaker shall be installed in a generator mounted NEMA 1 cabinet. The rating shall be as shown on the drawings. The.circuit breaker shall be U.L. listed and conform to NEMA and NEC standards. Load lugs shall be provided to accept conductor size and quantity as shown on the drawings. A fully rated, isolated neutral and a ground lug shall be provided. CONTROL PANEL: Construction: The control panel shall be designed and built by the engine/generator set manufacturer and shall incorporate 100% solid state cir- EMERGENCY ENGINE GENERATOR SET - 600 KW Mercy Hospital Truxtun Electrical Upgrade 16210 Sa-laIR e . 7 cuity, microprocessor control, sealed dust tight, water tight modular components, and digital instrumentation. The panel shall be shock mounted to the generator and labeled with ISO symbols. It shall comply with IEC 144 IP22/NEMA 1 for external environmental resistance and IP44/NEMA 12 resistance for internal sealed modules. The panel shall include the following equipment: Safety Devices: One (1) ISO red emergency stop pushbutton. Generator AC Output Metering Devices: Three (3) back-lit LCD displays for volts, hertz and amperes in one environmentally sealed module. Numeral height shall be 0.5 inch with not less than 0.5% accuracy for voltage and current and 0.3\ accuracy for a frequency throughout a temperature range of -40 degrees C to +70 degrees C. Distorted waveforms in SCR load application shall not affect LCD accuracy. Engine Monitoring Devices: one (1) back-lit LCD to sequentially rotate display of operating hours, engine RPM, battery DC volts, oil pressure and jacket water temperature. A momentary switch shall be provided to lock in any single continuous display. The engine moDi toring display shall also annunciate stàrt/stop fault shutdowns, cycle programming and diagnostic codes for trouble shooting. Engine monitoring signals provided by engine mounted oil pressure and coolant temperature transducers and magnetic speed pickup shall be serial ported through a Data Sending Unit (SDU) to the control module in the panels. The alarm logic shall be such that shut down will occur in the event of loss of the serial data link. Start/Stop Controls: one (1) start/stop switch featuring cycle cranking with cool down timer, auto start/stop, manual start, off and reset positions. NFPA 110 Annunciation: One (1) solid state, microprocessor based alarm module located in the generator control panel with alarm horn, silence button and LED alarm annunciation for: High water temperature (pre-high water temperature). Low coolant temperature. <" Low oil pressure (pre-low oil pressure) . Low battery voltage. Low fuel level. System not in auto position. Battery charger malfunction. Engine air inlet closed. One (1) annunciator panel that shall be wired by the contractor and be connected to the engine mounted NFPA 110 alarm module and annunciate the same faults as are listed above. EMERGENCY ENGINE GENERATOR SET - 600 KW Mercy Hospital Truxtun Electrical Upgrade 16210 SS-laIR e e 8 It shall also include the following: System trouble indicating lamp and horn. Horn silence/acknowledge button. one (1) 2PDT relay contacts for user connections. Sheet metal enclosure suitable for wall mounting and meeting NEMA I and lEC 44/IP 22. Other Controls and Equipmen~: Voltage adjust rheostat. Two (2) panel lights with an on/off switch. -' Alarm module with four (4) red flashing LED's and silenceable alarm horn to annunciate shutdowns for overspeed, low oil pressure, high water temperature and overcrank. STARTING SYSTEM: Starter: The unit shall be equipped with a 24VDC starting motor that allows for pre-engagement before rotation with a bendix drive to prevent overspeeding Battery System: The starting batteries shall be the lead acid type, rubber cased with removable fill caps, rated at 220 ampere-hour minimu:n. A floor mounted rack rated for zone four and constructed of gel coated fiberglass shall be provided. All required cables and lugs shall be furnished of the proper size. Battery Charger: A solid state battery charger of current limiting design shall be provided with DC voltmeter and ammeter. The charger shall maintain batteries by automatically tapering output amperage as dictated by battery condition. Input shall be 120 VAC single phase, with output of 10 ampere min- imum at 24 volts DC. The battery charger shall have overvoltage and under- voltage alarm and contacts. The input power shall be fused or circuit breaker protected. PART 3 - ~UT.LON operation: Upon power outage the transfer switch shall signal the engine- generator to start. When generator output reaches approximately 90% rated voltage and speed, load shall be transferred from the normal to the emergency source. Maximum time for generator on-line shall be 10 seconds plus transfer time delay setting but no more than 12 seconds total. Upon return of normal power, the transfer switch shall transfer load to the utility bus and engine shall start into a cool down period. This period shall be automatically over- riden in the event of an additional utility failure. The cool down shall last five minutes. TESTING: delivery . The generator set shall be tested for proper operation prior to Supplier shall submit standard test procedures which include but EMERGENCY ENGINE GENERATOR SET - 600 KW Mercy Hospital Truxtun Electrical Upgrade 16210 S8-la1R e e 9 not l~ited to the following: Visual inspection of components to determine compliance with the contract documents. Simulation of safety shut downs and alarms. Load test 10 minutes "at 25%, 50% and 75% of rated load followed by two hours at 100% load. Equipment conditions shall be recorded in 10 minute intervals. A fast response oscillograph recorder shall be required. at the supplier facility and the results of that test made a part of the machine record to be passed on to the end user. Record both voltage and frequency transients, type of recorder, grid scales, data, time and witnesses. Maximum vibration levels shall be recorded at no load and full load. The recording instrument shall be an IRD 350 mech analysis meter. All readings shall be 5 mils or less. The measurement points shall be dictated by the end user and be in accordance with standard practice. -' The end user shall be notified one (1) week prior to test. See Testing Section 16031 for additional tests. Witnessing: The contracting office shall be notified 48 hours prior to test. All testing may be witnessed by the contracting office personnel or appointed proxy. The test must be held locally to minimize the exper.se by the end user of travel to witness the test. Test Report: Test reports shall be submitted within six (6) working days after testing. Jobsite Testing: The equipment supplier shall test the installed generator set with available site load. All starting and shut down systems will be demonstrated. A final vibration analysis utilizing the IRD 350 will be performed to insure proper balance and alignment. An operation guide and parts book shall be left in a rigid plastic pouch attached to the generator set. Maintenance Contract: The purchase of the engine and generator shall include a maintenance inspection contract with at least two visits six months apart. The contract shall include inspection of the engine, generator, switchgear, batteries, battery charging system, cooling system, exhaust system, foundation isolation and safety shutdowns. An oil sample will also be taken each time and a report filed with the end user. Oil and filter changes will be the customer's responsibility and be handled under separate contract. END OF SECTION 16210 EMERGENCY ENGINE GENERATOR SET - 600 KW Mercy Hospital Truxtun Electrical Upgrade 16210 SS-lSIR e e 1 SECTION 16320 - METAL-CLAD SWITCHGEAR PART 1 - GENERAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division-l and Division-l6 Specification sec- tions, apply to work of this section. QUALITY ASSURANCE: In accordance with Section 16010. Reference Standards: ANSI C37.20, Metal-clad Switchgear Assembly NEMA SG-3, ANSI C37-13 and C37-l6, Draw-out Circuit Breakers NEMA SG-S, ANSI C37-20 and C37-S1, Draw-out switchgear Structures Terminations: In accordance with Section 16010. Identification: In accordance with Section 16010. PARr 2 - PRa)tJCTS GENERAL : These specifications and the associated drawings describe one indoor 3-phase, 60 cycle, 12000 volt metal-clad switchgear assembly. Any items not specifically mentioned but obviously necessary for proper operation are implied in this description. The switchgear shall be designed, manufactured, and tested in accordance with applicable standards of NEMA, ANSI and IEEE. It shall consist of a high voltage incoming line section and circuit breaker sections, each separated from the others by steel barriers but electrically connected and physically jointed to form a single, metal enclosed structure. The enclosure frame and internal barriers shall be fabricated of code gauge steel and finished with medium gray (ANSI #49) paint applied over a rust inhibiting phosphate primer. Construction shall prevent entry of rodents into the substation interior. ':' The equipment shall be totally adjusted and,tested at the factory and sectionalized for shipment so that the largest section does not exceed 36 inches wide, 64 inches deep, and 92 inches high to enable installation at the job site. Installation and connection of the switchgear shall not require removal or disassembly of any factory mounted stationary high voltage devices. Prominent nameplates bearing equipment ratings, rap changing information, manufacturer identification and reference serial numbers shall be mounted on the front of the unit substation. Equipment construction shall allow movement of the switchgear on rollers through the doorways. Contractor shall enlarge as necessary, all openings and replace to original conditions. METAL-CLAD SWITCHGEA.~ 16320 Mercy Hospital Truxtun Electrical Upgrade SS-ISlR - . 2 SWITCHGEAR: Circuit Breaker Compartment: Each circuit breaker compartment shall be designed to house a horizontal drawout, 1S000 volt SOLENARC circuit breaker. The stationary primary disconnecting contacts are to be silvered copper and field replaceable. The movable contacts and springs shall be mounted on the circuit breaker element for ease of inspection. Cable Compartment: The upper primary disconnecting contacts shall be extended into the cable compartment by means of polyester or cycloaliphatic compensated epoxy bushings. The current transformers for overcurrent protection and other relaying functions are to mount on these bushings and be accessible from the front or rear of the structure by removing bolted plates.Cable terminators will be furnished as shown on plans. The ground bus shall extend through this compartment for the full length of the switchgear. Main Bus Compartment: The lower primary disconnecting contacts shall be extended into the bus compartment by means of polyester or epoXy bushings. The main bus is to be rated 1200 amperes and be fully insulated for its entire length. The conductors are to be tin plated aluminum and be of a bolted (not welded) design. Access to this compartment is gained from the rear of the structure by removing a steel barrier. Circuit Breakers: The circuit breakers shall be rated 15000 maximum volts, 60 Hertz, having a continuous current rating of 1200 amperes and an interrupting rating of 250 MVA. All breakers of equal rating shall be completely interchangeable (breakers of higher ratings may be placed in cubicles of lower ratings) . The circuit breaker shall be operated by means of a stored energy mechanism which is normally charged by a universal motor, but can also be charged by a manual handle for manual emergency closing or testing. The closing speed of the moving contacts is to be independent of both the control voltage and the operator. The air circuit breaker shall have three independent arc chutes, which do not depend on magnetic blow-out coils for interrupting the circuit and which are lightweight in design for ease of removal. Provide a full front shield on the breaker element designed to barrier operating personnel from live primary bus when the breaker is installed in the circui t breaker compartment. This barrier is to contain three windows or portals to allow the main moving and stationary contacts to be visually inspected while the breaker is in service. The windows are to be of high quality insulation and shockproof in design so as to withstand any pressures within the enclosures during short circuit interruptions. Designs which might allow blow-out of windows will not be acceptable. Secondary control circuits are to be of a plug-in design such that all control terminals are up front on the breaker element and completely accessible while the breaker is installed in the circuit breaker compartment. The secondary control plug shall be permanently connected to the structure by a flexible control harness which encloses and protects the individual control circuit wires. This plug is to be grounded to the structure with no less than a METAL-CLAD SWITCHGEAR 16320 Mercy Hospital Truxtun Electrical Upgrade S8-1SIR - . 3 number 12 wire and shall seal the control contacts against dirt, dust and other contaminants when installed on the breaker. Installation of the control plug onto the front of the breaker element shall defeat a mechanical interlocking system which will allow the circuit breaker to close by use of the electrical controls or manually. The circuit breaker control voltage shall match existing. INSTRUMENT TRANSFORMERS: CUrrent transformers and potential transformers - The current transformer and potential transformers with primary fuse, shall have ratios as indicated in the details of each switchgear unit. The transformer shall have mechanical rating equal to the momentary· rating of the circuit breakers. The current transformer assembly shall be insulated for full voltage of the switchgear. Relay and metering accuracy shall be as indicated in the details for each switchgear unit. Control Wiring: The switchgear shall be wired with Type SIS #14 AWG, except where larger is specified. The switchgear shall be provided with terminal blocks for outgoing control connections. PARr 3 - .ISX1S\."uT~OB INSTALLATION For mounting switchgear equipment, it is essential that the general arrangement drawings be studied carefully, so the various parts are assembled in the correct order. In most cases, the heaviest single piece of equipment should be located first on the foundation. The various shipping sections should be mounted in the same plane and be level to insure proper connection between sections. The weight of the equipment is generally sufficient to eliminate the necessity for anchoring the completed equipmen t to the founda tion. However, each equipment is provided with necessary channels, etc., for anchoring it to the floor. These locations are shown on the equipment drawings. Remove all shipping supports and packaging material. '"" LIFTING AND HANDLING: Larger equipment will be shipped in separate shipping sections to facilitate handling. The equipment may be moved by one of the following two methods: Jacking angles and pipe rollers: Each completed equipment to be supplied with at least four jacking angles (Unit Substations) or a wooden skid· (Switchgear) at the lower base assembly. The unit may be jacked up and pipe rollers placed beneath, to facilitate rolling the equipment across the floor. The jacking angles to be removed after equipment is in position and used for anchoring purposes. Cable sling: The equipment may be lifted by crane with a sling around the entire structure. A spreader beam should be used across the top to prevent the cables from applying pressure to the top sides of the equipment. METAL-CLAD SWITCHGEAR 16320 Mercy Hospital Truxtun Electrical upgrade 88-l8lR e e 4 STORAGE: If it is necessary to store the equipment, for any period of time, the following precautions should be taken to provide the best care for the equipment until such time as it may be installed and put into service: Uncrate the equipment, but leave on skids for subsequent moving. Check for missing or damaged parts. Store the entire structure in a clean, dry location. ' Cover the unit to prevent deposits of dirt or other foreign material on movable parts and electrical contact surfaces. The cover should be sufficiently ventilated. SEISMIC REQUIREMENTS: Provide vertical and lateral supporting equipment or anchors to resist the application of seismic forces per CAC Title 24, Section T-17-231. Provide electrical expansion fittings between the towers which may be as great as eleven inches. END OF SECTIONI6320 METAL-CLAD SWITCHGEAR 16320 Mercy Hospital Truxtun Electrical Upgrade SS-lSIR -- - 1 SECTION 16321 - LOAD CENTER UNIT SUBSTATION PARr 1 - GERBRAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division-l and Division-16 Specification sections, apply to work of this section. GENERAL REQUIREMENTS: These specifications and the associated drawings describe one outdoor 1,000 KVA, 3 phase, 60 cycle, unit substation complete from the 12000 volt incoming line connection to the 480/277 volt outgoing feeder connections. Any items not specifically mentioned but obviously necessary for proper operation are implied in this description. The Unit Substation shall be a "Square D" POWER-ZONE Unit Substation or ap- proved equal, designed, manufactured and tested in accordance with applicable standards of NEMA" ANSI, and IEEE. It shall consist of a high voltage incom- ing line section, a transformer section and a low voltage section, each separated from the others by steel barriers but electrically connected and physically joined to form a single, metal enclosed structure. The enclosure frame and internal barriers shall be fabricated of code gauge steel and finished with medium gray (ANSI #49) paint applied over a rust inhibiting phosphate primer. Construction shall prevent entry of rodents into the substation interior. The equipment shall be totally adjusted and tested at the factory and sec- tionalized for shipment so that the largest section does not exceed 64 inches wide, 73 inches deep, and 97 inches high to enable installation at the job site. Installation and connection of the unit substation shall not require removal or disassembly of any factory mounted stationary high voltage devices (except potheads). Prominent nameplates bearing equipment ratings, tap changing information, manufacturer identification and reference serial numbers shall be mounted on the front of the unit substation. Equipment construction shall allow movement of the unit substation on rollers. HIGH VOLTAGE INCOMING LINE SECTION: The incoming line section shall terminate the incoming 12,000 volt feeder. This section and all components therein shall be designed and coordinated to have a single short circuit rating, comprising any switch fault closing rating, short time ratings and fuse interrupting rating, of note less than 40,000 amperes Asymmetrical at the system voltage. The basic insulation impulse level (BIL) of the entire assembly shall be not less than 95 per NEMAO testing procedure. The incoming line section shall consist of an air insulated steel enclosure separated from the transformer section by steel barriers and containing: Load break air interrupter switch, 3 pole, 2 position - open/closed, 600 amperes continuous current and suitable for interrupting 600 amps. A LOAD CENTER UNIT SUBSTATION Mercy Hospital Truxtun Electrical upgrade 16321 SS-lBIR -- - 2 stored energy spring mechanism shall provide quick closing and opening of the switch independent of the handle speed. The fault closing and short time ratings of the switch (with fuses) shall not be less than the high voltage section short circuit rating. Lightning arresters - station type for grounded system, connected to the incoming cable terminals. Fuses with continuous current rating to best coordinate with transformer and secondary devices. Fuse interrupting capacity shall not be less than the high voltage section short circuit rating. Fuses shall be replaceable boric acid refill type mounted so as to direct any flame or gas downward away from the components and away from the front of the equipment. ..;, High voltage fuses shall be connected to the load side of the switch and de~ (- energized when the switch is open. They shall be located to prevent their accidentally falling into energized parts during replacement. The high voltage fuses and fuse mountings shall be completely visible and easily accessible through a door (mechanically interlocked with the high voltage switch to insure that the switch is open when the fuses are accessible). No energized parts shall be within normal reach of the opened doorway. Construction shall allow convenient fuse replacement with a fuse handling tool. Four single full length track resistant polyester interphase barriers shall isolate the 3 phases of the switch (and fuse combination) from each other and from the enclosure. A viewing window shall be provided in the high voltage switch enclosure of sufficient size and located to enable visible inspection from outside the enclosure of all open or closed switch poles and installed fuses, within the enclosure. The handle of the high voltage switch shall be permanently mounted and operable from the front of the unit substation. Design shall allow the handle to project no more than 6" from the enclosure when switch is in the open or closed position. An upward motion of the handle shall close and a downward motion shall open the switch. The handle position in conjunction with prominent nameplates shall clearly indicate whether the switch is open or closed. The handle shall be located on the front of the switch (and fuse) enclosure. ':" Convenient and positive means for padlocking the switch in the open position shall be supplied. Padlocking means for the fuse compartment door shall be provided. TRANSFORMER SECTION (LIQUID FILLED): Transformer section containing: 1.000 KVA 3 phase, 60 Hertz, silicone immersed transformer, suitable for outdoor application, self-cooled 55/65 C. temperature rise, primary 12,000 LOAD CENTER UNIT SUBSTATION Mercy Hospital Truxtun Electrical Upgrade 16321 88-l81R - fa 3 volts delta wire,.. 95,000 BIL, secondary 480/277 volts wye, 4 wire 30,000 BIL, four 2-1/2\ full capacity taps in primary winding, two above and two below rated primary voltage, including standard ANSI and NEMA accessories. Transformer to have provisions only for future forced air cooling, complete provisions for forced air cooling less fans and motor. Forced air cooling (optional) rating of units as follows: Cooling Percent Increase - 25%. shall increase the continuous self-cooled Self-Cooled Rating - 1000 KVA¡ Forced Air Provisions for future forced air cooling shall be standard on all units with self-cooled ratings of 750 KVA and larger. The transformer shall meet all of the latest applicable NEMA, ANSI and IEEE Standards for power transformers. Silicone Immersed Transformer: -' Transformers shall be built with a three-legged wound core. Transformer cores are to be constructed from accurately cut, burr free, low loss, high electrical grade, grain oriented silicon steel. Core laminations shall be coated, insulated and rigidly clamped to provide a low loss symmetrical flux path. Transformer tank enclosure are to be of welded construction using steel plate. The tank is to be equipped with lifting lugs and jacking pads welded to the tank. Tank base must be capable of skidding or rolling in all directions. Tank covers shall be welded in place to provide insulating fluid protection from contamination. Radiators of the tube type shall be used~ Transformer shall be designed to withstand 7-1/2 PSI pressure per ANSI and NEMA Standards. Finish on tank shall consist of a cleaning, phosphatizing wash and rinse, a primer coat to inhibit rust formation, an intermediate coat of finished color and a final coat for attractive appearance. LOW VOLTAGE SECTION (With Power Style Switchboards): The low voltage section shall terminate the outgoing feeder cables and contain the circuit protective devices, metering equipment, and auxiliary components described herein and on the drawings. All low voltage bussing, devices, and connections shall be braced to with- stand the maximum short circuit current available from the transformer. Short Circuit Current Rating: Each switchboard as a complete unit, current rating by the manufacturer. actual tests by the manufacturer, in equipment constructed similarly to the shall be given a single short circuit Such rating shall be established by accordance with UL specifications, on subject switchboard. LOAD CENTER UN~T SUBSTATION Mercy Hospital Truxtun Electrical Upgrade 16321 SS-18IR . . 4 Enclosure Construction: The switchboard shall be dead-front with front accessibility required. The switchboard framework shall consist òf steel channels bolted to the frame to rigidly support the entire shipping section for floor mounting or moving on rollers. The framework is to be formed of code gauge steel, rigidly welded and bolted together to support all cover plates, bussing and component devices. Each section shall have an open button and an individual removable top plate for installation and termination of conduit. Top and bottom conduit areas are to be clearly shown and dimensioned on the shop drawings. The wireway front covers shall be hinged to permit each access to the branch fusible switch load side terminals. The paint finish shall be medium light gray, ANSI #49. A NEMA 3R enclosure for the switchboard shall be provided. Bussing: The switchboard bussing shall be sufficient cross-sectional area to meet UL Standard 891 on temperature rise. Through bus shall be plated copper. The through bus shall have an ampacity of 1,200 copper amperes and shall be braced to have a short circuit rating of 100,000 RMS symmetrical amperes. The through bus shall have provisions for the addition of future sections. The through bus supports, connections and joints are to be bolted with hex head bolts and belleville washers to minimize maintenance requirements. Protective Devices: Molded case circuit breakers main and tie: The circuit breakers shall be indivdually mounted with a thermal magnetic trip device. Each breaker is to be furnished with an externally operable mechanical means to trip the circuit breaker, enabling maintenance personnel to verify the ability of the circuit breaker trip mechanism to operate as well as to exercise the circuit breaker operating mechanism. The electronic trip version shall be provided with L.S.I.G. trip parameters. Circuit Breakers (Feeder Only): '"" Group mounted molded case circuit breakers are to be totally front accessi- ble. The circuit breakers are to be mounted in the switchboard to permit installation, maintenance and testing without reaching over any line side bussing. The circuit breakers are to be removable by the disconnection of only the load side cable terminations and all line and load side connections are to be individual to each circuit breaker. No common mounting brackets or electrical bus connectors will be acceptable. Line side circuit breaker con- nections are to be jaw type plug-on. Each circuit breaker is to be furnished with an externally operable mechani- cal means to trip the circuit breaker, enabling maintenance personnel to ver- ify the ability of the circuit breaker trip mechanism to operate as well as exercise the circuit breaker operating mechanisms. LOAD CENTER UNIT SUBSTATION Mercy Hospital Truxtun Electrical upgrade 16321 aa-lalR e . 5 Ground Fault Relays: The ground fault protection system shall include a current sensor and appropriate relaying equipment. The current sensor shall enclose all phase (and neutral, if present) conductors of the circuit to be monitored. The current sensor shall be so constructed that one leg can be opened to allow removal of the sensor without disturbing the cables or requiring drop-links in the bussing. A test winding shall be provided to simulate the flow of ground fault current through ~he current sensor, in order to test the complete system, including sensor pick-up, relaying equipment and electric trip mechanism of the switch. The ground fault relay shall be solid state construction and have adjustable pick-up for ground fault currents from 200 amperes to 1,200 amperes. Set- tings for individual relays shall be as recommended in the field. Time delay provided by the ground fault relay circuitry shall be nominally .3 second and shall be permanently calibrated to preclude tampering with after· installa- tion. METERING COMPONENTS: one voltmeter and 3-phase selector switch with "Off" position. One amm~ter and 3-phase selector switch with "Off" position. one wa tthour meter, three element type with demand register. CUrrent transformer, suitable ratio. Potential transformer, suitable ratio. END OF SECTION 16321 LOAD CENTER UNIT SUBSTATION Mercy Hospital Truxtun Electrical Upgrade 16321 88-l8lR - e 1 SECTION 16460 - DRY TYPE TRANSFORMERS PART 1 - GBRBRAL RELATED DOCUMENTS: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division-l and Division-IG Specification sections, apply to work of this section. SCOPE: This portion of the work includes all labor, materials, equipment and accessories required to furnish and install dry type transformers as indicated on the drawings and as specified herein. PAR'!" 2 - HOT APPLICABLE PARr 3 - ~v,uOR INSTALLATION: KVA sizes, voltages, and taps shall be as shown on the electrical plans or on the transformer schedule. primary taps shall be full capacity, with a minimum of 2 - 2-1/2% above and below rated voltage. All transformers shall have a maximum temperature rise of 150 degrees C above a 40 degree C ambient. All insulating materials used, to be in accordance with ANSI C57.l2.0l Standard for a 220 degree C insulation system. The temperature rise shall be designated on the transformer nameplate. '" The coil design shall be the modified disc type to provide the most efficient, reliable and compact winding. The completed coils shall be pre-heated, vacuum-impregnated with non- hygroscopic, thermosetting insulation varnish, and then thoroughly baked. This process shall completely seal the coils against moisture, and eliminate any voids which could create hot spots, or cause corona formation. The transformer cores are to be constructed of high grade, non-aging silicon steel laminations with high magnetic permeability, and low hysteresis and eddy current losses. Magnetic flux densities are to be kept well below the saturation point. The core laminations shali be clamped together with heavy, structural steel angles. The basic impulse levels (BIL) shall be a minimum of 60 KV for the 15 K:V class. The enclosure shall be constructed of heavy gauge sheet steel. All ventilating openings shall be in accordance with NEMA and National Electrical Code standards for ventilated enclosures. Large enclosures are to be provided DRY TYPE TRANSFORMERS Mercy Hospital Truxtun Electrical Upgrade 16460 SS-lSlR e . 2 with lifting devices bolted or welded to the base structure, and shall have jacking pads designed to be flush with the enclosure. The base is to be constructed of structural steel members to permit skidding or rolling in any direction. The enclosure is to be cleaned, phosphatized, primed and finished with gray, baked enamel. Metal-oxide, gapless type lightning arresters shall be installed by the manufacturer on the high voltage side of the transformer to provide additional protection against high voltage lightning or switching surges. END OF SECTION 16460 DRY TYPE TRANSFORMERS Mercy Hospital Truxtun Electrical Upgrade 16460 88-la1R e e 1 SECTION 1647G - DISTRIBUTION SWITCHBOARDS PART 1 - GENERAL GENERAL REQUIREMENTS: Furnish and install the service. entrance and distribution switchboard as herein specified and shown on the associated electrical drawings. The switchboard shall meet Underwriters' Laboratories enclosure requirements, and be furnished with an Underwriters' Laboratories label. The entire switchboard is to be the convertible circuit breaker type. QUALITY ASSURANCE: Reference S~~ndArds: American National Standards Institute (ANSI). ANSI C37.20 (1974 edition) Switchgear Assemblies. ANSI Y32.2-1975, Graphic Symbols for Electrical and Electronic Diagrams. ANSI ZSS.l-1967 (Rl973) Gray Equipment. Finishes for Industrial Apparatus and National Electrical Manufacturers Association (NEMA): NEMA PB2-l972, Dead Front Switchboards. underwriters' Laboratories, Incorporated (UL): UL Electrical Construction Materials List, Switchboards - Dead Front Type (384 W4) WEVZ. SUBMITTALS: ,.. Shop Drawinqa and Product Data: ._..,; - Sbop Drawings: Layouts showing concrete pad dimensions conduit entrance and available space, bus duct connections, electrical ratings nameplate nomenclature, and single-line diagrams in accordance with ANSI-Y32.2 indicating connections and controls. CUrrent transformer compartment dimensions, bus bar size, arrangement and spacing, doors, and ceiling provisions. Product Data: Manufacturer's written recommendations for storage and pro- tection, installation instructions, and field test requirements. Certificates:Power company's written approval of pull section current transformer compartment and related items. DISTRIBUTION SWITCHBOARDS Mercy Hospital Truxtun Electrical Upgrade 16470 aa-1alR e e 2 Operations and Maintenance Data:Manufacturer's instructions for tightening bus connections, performing cleaning, and operating and maintaining switchboard. PRODUCT DELIVERY, STORAGE, AND HANDLING: Lift switchboard using eyes, yokes, and skids manufacturer. shall be provided by Physically protect switchboard against damage from work of weather and other trades. CONSTRUCTION: Enclosure: The switchboard shall be dead-front with front accessibility required. The switchboard framework shall consist of steel channels bolted to the frame to rigidly support the entire shipping section for moving on rollers --' and floor mounting. The framework is to be formed of code gauge steel, rigidly welded together to support all cover plates, bussing and component devices. Each switchboard section shall have an open bottom and an individual removable top plate for installation and termination of conduit. Top and bottom conduit areas are to be clearly shown and dimensioned on the shop drawings. The wireway front covers shall be hinged to permit easy access to the branch circuit breaker load side terminals. The paint finish shall be medium light gray. ANSI #49, applied by the electrodeposition process over an iron phosphate pre-treatment. (A NEMA 3R enclosure for the switchboard shall be provided) . Bussing: The switchboard bussing shall be of sufficient cross-sectional area to meet UL Standard 891 on temperature rise. Through bus shall be extruded aluminum plated by the Alstan 70 or 80 degree process. The through bus shall have an ampacity as shown and shall be braced to have a short circuit current rating of 100,000 RMS symmetrical amperes at rated voltage. The through bus supports, connections and joints are to be bolted with hex head bolts and belleville washers to minimize maintenance requirements. Short Circuit current Rating: Each switchboard, as a complete unit, shall be given a single short circuit rating by the manufacturer. Such a rating shall be established by actual tests by the manufacturer, in accordance with UL specifications, on equipment constructed similarly to the subject switchboard. Main Circuit Breaker: The main device shall be a molded case circuit breaker totally front accessible and front connectable. Line side circuit breaker connections are to be jaw type plug-on. Branch Circuit Breakers: Group mounted molded case circuit breakers are to be totally front accessible. The circuit breakers are to be mounted in the switchboard to permit installation, maintenance and testing without reaching over any line side bussing. The circuit breakers are to be removable by the disconnection of only the load side cable terminations and all line and load side connections are to be individual to each circuit breaker. No common mounting brackets or electrical bus connectors will be acceptable. Line side circuit breaker connections are to be jaw type plug-on. DISTRIBUTION SWITCHBOARDS Mercy Hospital Truxtun Electrical upgrade 16470 8a-la1R \, e . 3 Each circuit breaker is to be furnished with an externally operable mechanical means to trip the circuit breaker, enabling maintenance personnel to verify the ability of the circuit breaker trip mechanism to operate as well as exercise'the circuit breaker operating mech~nisms. PART 2 - PRODUCTS SERVICE CONDITIONS: Switchboard designed to comply with NEMA PB2, Type I for normal indoor conditions and Type 3R where located exterior to building. PART 3 - .tAA15L"UTION ~ INSPECTION: Examine area to receive switchboard to assure adequate clearance for switchboard installation. Check that concrete pads are level and free of irregularities. Start work only after unsatisfactory conditions are corrected. INSTALLATION: Install switchboard in accordance with manufacturer's written instructions, and NEC. FIELD QUALITY CONTROL: Field tests prior to enerqization: Megger check of phase to phase and phase to ground insulation levels. Continuity. Short circuit. Perform tests according to switchboard manufacturer's instructions. See Section 16031 for additional tests to be performed. ADJUSTMENT AND CLEANING: Adjust operating mechanisms for free mechanical movement. Tighten bus connections and mechanical fasteners. Touch-up scratched or marred surfaces to match original finish. END OF SECTION 16470 DISTRIBUTION SWITCHBOARDS Mercy Hospital Truxtun Electrical upgrade 16470 SS-lBIR \, - . 1 SECTION 16473 - TRANSFER SWITCHES PART 1 - GENERAL GENERAL REQUIREMENTS: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to work of this Section. WORK INCLUDED: Furnish and install automatic and non-automatic transfer and bypass-isolation switch systems with number of poles, amperage, voltage and withstand ratings as shown on the plans. Each system shall be the product of one manufacturer and shall consist of two elements: an automatic transfer switch and a two-way bypass-isolation switch. The system shall be listed to the latest requirements of Underwriters' Laboratories Standard UL-1008 and rated for Total System Load. CHARACTERISTICS: Voltage: 480/277 Volts, three phase, four wire Size: _. As shown on plans Enclosure: As shown on plans . Quantity: See plans QUALITY ASSURANCE: Reference Standards: Underwriters' Laboratories Standard UL-1008. IEEE Standard 472-1974. NEC Articles 517, 700, 701, 702. NFPA Standard 7GA. NEMA Standards ICS 1-109, ICS 2-447. Operator's Manual: Each transfer switch shall be furnished with an operator's manual providing installation and operating instruction. Terminations: In accordance with Section 16010. Identification: In accordance with Section 16010. SUBMITTALS: Submi ttals for approval shall include wiring diagrams, and complete description of operation. TRANSFER SWITCHES Mercy Hospital Truxtun Electrical Upgrade 16473 88-l8lR \ e . 2 ELECTRICAL AND MECHANICAL PERFORMANCE: The switch must comply with UL-1008 and NEMA ICS2-447. In addition, the switch must meet or exceed the following requirements and if so requested, be verified by certified laboratory test report: Temperature Rise: Measurements shall be made after the overload and the endurance tests. Withstand: UL listed to withstand the magnitude of ault current available at the switch terminals when coordinated with respective protective devices as shown on the plans at an X/R ratio of 6.6 or less. The main contacts of the transfer switch shall not trip open or weld when subjected to fault currents. Dielectric: Test, following the withstand current rating test, at 1960 VAC rms minimum. Transient Withstandability: Control panel voltage surge withstand capability test per IEEE Std. 472-1974 and voltage impulse withstand test per NEMA Std. ICS-l-109. CERTIFICATION: Upon request, the manufacturer shall provide a notarized letter certifying compliance with all the requirements of this specification. The certification shall identify, by serial numbers, the equipment involved. PART 2 - HOT APPLICABLE PART 3 - J:;JUS\.v.r~OR INSTALLATION: Electrical operation shall be accomplished by a momentarily energized single solenoid operating mechanism which receives power from the source to which the load is being transferred. Fuse or thermal protection of the main operator is prohibited. The operating transfer time shall be one-sixth of a second or less. Mechanical locking in each position shall be accomplished without the aid of permanent magnets, latching solenoid, or motor operators. .,.. Operation shall be inherently double-throw whereby all contacts move simultaneously and with no programmed delay in a neutral position. Electrical spacings shall be equal to or exceed those listed in Table 15 of UL-1008. Only those main contact structures specifically manufactured for transfer switch service shall be acceptable. An overload or short circuit shall not cause the switch to go to a neutral position. Inspection of all contacts (movable and stationary) shall be possible from the front of the switch without disassembly of operating linkages and without disconnection of power conductors. A manual operating handle shall be provided for maintenance purposes. The maintenance handle shall permit TRANSFER SWITCHES Mercy Hospital Truxtun Electrical Upgrade 16473 Ba-lalR . . 3 the operator to"stop the contacts at any point thròughout the entire travel to properly inspect and service the contacts when required~ All switches for solid neutral systems as noted on the drawings, shall have full rated insulated neutral plates overlapping neutral transfer contacts. The neutrals of the normal and standby power sources shall be connected together only during the transfer and retransfer operation and remain connected together until power source contacts close on the source to which transfer or retransfer is being made. The overlapping neutral transfer contacts shall not overlap for a time duration greater than 100 milliseconds and shall be ASCO Optional Accessory 28. A non-overlapping neutral transfer (fourth) pole shall not be acceptable. The automatic transfer switch shall include a separately mounted control panel with adjustable solid state sensing and timing functions. The following operational characteristics shall be provided: Time delay on momentary dips in normal source (0.5-6.0 seconds) factory set at 1.0 second. Time delay on transfer to (0 to 1 minute), factory standby for controlled loading of generator set at 0 minutes or as shown on plans. Maximum start/transfer time is ten seconds. Time delay on retransfer to normal (0-30 minutes), factory set at 15 minutes. Toggle switch to manually bypass time delay on retransfer. Time delay on engine shutdown after retransfer to normal (0-5 minutes), factory set at 5 minutes. Close differential voltage sensing of all normal source phases (pickup 85-100\ of nominal and dropout 75-98\), factory set at 85\ dropout and 90\ pickup of nominal. Independent single phase voltage (85-100\) and frequency pickup) sensing of the standby source to prevent premature factory set at 90\ voltage and 95\ frequency of nominal. (90-100\ transfer, Test switch (momentary type). To simulate failure of normal source. Gold plated 10 amp contact which closes to initiate,engine starting. Pilot lights to indicate switch position. Auxiliary contacts (1 closed on "Normal" and 1 closed on "Standby") rated 10 amps, 480 VAC. All time delay and sensing functions shall be adjustable over the ranges indicated and operated with minimum drift (not to exceed three percent) over -20 degrees C. to +70 degrees C. The control panel shall be provided with a ,protective cover and an isolation plug in the wiring harness to disconnect all the control wires between control panel and TRANSFER SWITCHES Mercy Hospital Truxtun Electrical Upgrade 16473 B8-181R - ~------=- . , 4 the main transfer panel. The control panel shall not draw more than 15 volt-amperes continuously under normal operating conditions. END OF SECTION 16473 TRANSFER SWITCHES Mercy Hospital Truxtun Electrical Upgrade 16473 88-l81R r' l. " 'i' fi I- À- r " r ~ r \" k ( . ¡¡ t' f' 3 j ~ I I KERN COUNTY HEALTH DEPARTMENT Division of Environmental Health SERVICE AND COMPLAINT FORM Oate__.._______.__...__..___.___ Tlme'.__.___.______ , \ ..,., , " "" ..,. . o Service Request 0 Complaint ' CT No,___________. Assigned _to:___.____L._.LL!.L:c_";:___.L_.__~k.:::...U.::..._L_L_:__________.. . . ~ '., . -, Locatlon._______._._______..._.________.____..___._____._____..__..__.._._. City _..____.____.._____._..._._.___.__.._.._~.:;\,_.._l~~;_\.:..t.J..._l.t. Dlrectlons_________________________.__.__.._____________.______.______________.___.._..________.____._...._____._________.___._____.____ Reporting Person_________.. Address____.___.__________._____.___..___._____.____.___.___________ Phone__________._______ ------- Property Owner ________________________________________ Address____________________.__________________.____.______ Phone___________. 'Y": \ \ \:·,.r ,,#". /. ì\, '1" ì". \ \ . \, , ¡". -¡, \t' Reason for ReqUest_"-".:.l_L___-"--"-_-"_~ "':',~;:..._______:::...L_x~J_,...:__~..,-L---;;:...-..~--.-':...--.'.1...L.:L.L-L.V.:l~--...2.'-'-~~.-_.----- <:.1) \ ' {:''¡, \\\'\ \:r.(. ì \""?' 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RESULTS OF \ _ "", .,Q\'b J., 1P\' I NV ESTI GA TI ON______________~_~.::.._~Ll."Ý---.------£..n...t.--V_-..-----------________._________.____________.___.___________.__. ____________..______________..________...._1:2-.. -~_______.____._________..........__.....__.....__.__.._.._____.....__.____.._.......___..._.._........____.._.._~.__......_....__..__........._____._...___._ . ----~...._--.._._....._._..._------_......_---_...-........_---_..._...._-.......--...--.......-...-...-.-.-......-..--...--.....----.......-.-......--.----...-----------.-.........----...--...-.........--...--.......-....--.......--....--- --...~._~...--_.~---......._-..._-..._--_..._--------_..._-------...-----..-..........--....--.----..-.........-.-..............--..-----....-..........--.....-...-....- .- ..- -...-..--_......._.....-._......_~...._--......._._._...._-_......._-_...- Complainant notified of resu ItS._________.______..____.. 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