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Home My WebLink About1925 DOVE LN; ; PC140042; Permit03-30-2015 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Plan Check Permit No: PC140042 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 1925 DOVE LN CBAD PLANCK 2131120700 Lot#: $0.00 Construction Type: LA COSTA GREENS(PALOMA) APTS: REPAIRS FOR WATER DAMAGE // REPLACE DOORS & Status Applied Entered By Plan Approved Issued Inspect Area Applicant: BUCKLES & ASSOCIATES INC Owner. DOVE FAMILY HOUSING ASSCS FINAL 07/22/2014 SKS 08/27/2014 08/27/2014 27381 VIA INDUSTRIA TEMECULA CA 92590-3699 951-506-4815 1820 S ESCONDIDO BLVD #101 ESCONDIDO CA 92025 Plan Check Fee $0.00 Additional Fees $0.00 Total Fees: $0.00 Total Payments To Date: $0.00 Balance Due: $0.00 Inspector: FINALAPPROVAL Date: Clearance: NOTICE; Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance w/ith Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been given a NOTICE similar to this, or as to v/hich the statute of limitations has Dreviouslv otherwise expired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: ^PLANNING jZlENGINEERING ^jOgglLDING •FIRE IZlHEALTH • HAZMAT/APCD 31 Building Permit Appiication 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: buildingtgcarlsbadca.gov www.carlsbadca.gov 8^ Plan Check No. ^p2/ |(-/00^2^ Est. Value ^qp/QOC?- — Plan Ck. Deposit ^0<j6^ "(TVy^^^ Date ftPN ' ' SWPPP SB ADDRESS 1925-1953 Dove Lane, Carlsbad, CA I CT/PROJECT # "]T5T#~ ^PHASE # I # OF UNITS # BEDROOMS SUiTE«/SPACE*/UNIT# # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE DESCRIPTION OF WORK: Include Square Feet of Affected Areafs; i^^^\^\<^P*^ Water damage repair at 2nd and 3rd floor door thresholds; repair stucco weep screed; repair stair nosings; possible r^-(3(«*.-*>- d^Lxv^^l^^-^^l^^^2J^e and replace exteri^^ M^^^Lls ISO -V^w\ /Q VRC '-TTTTTrT^^^^r:^ •TTTT-rr^r ION ING IFTOESF EXISTING USE PROPOSED USE Deborah Hartley c/o^j^les & Associates, Inc. GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YES[~~|# N0| I AIRCONDITIONING YES I^NO I I RE SPRINKLERS YES I |NO| I APPUCANT NAME Primary Contact PROPERTY OWNER NAME Dove Family Housing Assoc., LP c/o CHW ADDRESS 27381 Via Industria ADDRESS 2815 Camino Del Rio South, Suite 350 Temecuia STATE CA ZIP 92590 CITY San Diego STATE CA ZIP 92108 PHONE 951-506-4815 FAX PHONE 951-506-4835 888-884-4249 dhartley@>ucklesassociates.com svutthy@chworks.org DESIGN PROFESSIONAL Buckles & Associates, Inc. CONTRACTOR BUS. NAME Sun Country Builders ADDRESS 27381 Via Industria ADDRESS 138 Civic Center Drive, Suite 204 CITY Temecuia STATE CA 92590 Vista STATE CA ZIP 92084 PHONE 951-506-4815 FAX 951-506-4835 PHONE 760-630-8042 760-630-3718 EMAIL dhartley@bucklesassociates.com lalkema@suncountrybuilders.et 446341 B (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicantfor such permit to file a signed statement that he is licensed pursuantto the provisions ofthe Contractor's License LawlChapter 9, commending with Section 7000 of Division 3 ofthe Business and Professions Code) or that he is exempt therefrom, and the basis forthe alleged exemption. Any violation of Section 7031.5 by any applicantfor a permit subjects the appiicantto a civil penalty of not more than five hundred dollars ($500)). WORKERS' COMPENSATION Workers' Compensation Declaration; / hereby aflirm under penalty ofperjwy one ofthe following declaiations: • I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 37(X) of the labor Code, for the performance of the work for which this permit is issued. • I have and will maintain workers' compensation, as required bv Section 3700 of the Latrar Code, for the performance of the work fbr which this oermit is issued. My woricers' compensation insiyance carrier and policy number are; Insurance Co. ^ HTTTS. rXZ-ti Q Policy No. _ 3^ / 4 V Expiration Date ^ I ^ This section need not be completed if the permit is for one hundred dollars ($100) or less, I I Certificate of Exemption: I certify that in the perfomance of the work for which this permit is issued, i shaii not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING: Failure to secure woifiers' compensation coverage Is unlawful, and shall subMct an employerto criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damajjeSas^rovidj^^jMpn Sectijjc 37pj'y4he Labor <xAejmj(to^nd attorney's fees. £^ CONTRACTOR SIGNAXUBEA •AGENT DATE OWNER-BUILDEr/ DECLARATION / hereby affm that I am exempt horn Contractor's Ucense Law for the following reason: I I I, as owner of the property or my employees with wages as their sole oompensatlon, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professbns Code; The Contrxtor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, prcvided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of comptetion, the owner-buikler will have the burden of proving that he did not build or improve for the purpose of sale). I I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code; The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). [/] I am exempt under Section Business and Professtons Code for this reason; 1.1 personally plan to piovide the major labor and materials for construction of the proposed property improvement. I jYes I INO r) . ii • 2.1 (have/have not) signed an application for a building pemiit for the proposed work. 5uV\ CtUwV'-J piAi W^''^ i L/, 3.1 have contracted with the fbltowing person (fimi) to provkie the proposed construction (include name address / phone / contractors' license number); Ci\/iLC€v\'V«V tiT. -'K-'-On \ OT"^ 4.1 plan to provide portions of the woris, but I have hired the foltowing person to coordinate, supereise and provide the major wori< (include name / address / phone / contractors' license number) 5.1 will provide some ofthe woris, but I have contracted (hired) the following persons to provide the worts indicated (include name / address / phone / type of worts); Ji^ MHlff '^'HI vgS"PROPERTY OWNER SIGNATURE •AGENT DATE COMPLETE THIS SECTION FOR N O N - R E S I D E N T I A L BUILDING PERMITS ONLY Is the applicant or future buiiding occupant required to submit a business plan, acuteiy hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes / No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes / No Is the facility to be constmcted within 1,000 feet of the outer boundary of a school site? Yes / No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby aflinn that there is a constmction lending agency fbr the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION I cerdly that I have read the applicadon and state that the above Infonnation is conect and that the information on the plans Is accu^ I hereby authorize representative of the City of Cartsbad to enter upon the above mentioned property tbr inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA; An OSHA pemiit is required tor excavations over 5'0' deep and demolition or constnjction of structures over 3 stories in height. EXPIRATION; Every pemnit issued by the Building Oflicialunder the provisions of this Code shall expire by limitation and become null and vokJ ifthe buikjing or worts authorized by such pemnit is not commenced within 180 days from the date of such pemiit or ifthe buidjpawworts authorzedbysuch pemiit is §uspended or abandoned at any time after the woris is commenced tbr^ period of 180 days (Sectbn 106.4.4 Unilbmi BuikJiig Code). vfiS"APPLICANT'S SIGNATURE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildinq(5)carlsbaiJca.qov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, Califbmia 92008. C0#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE Carlsbad CA PHONE FAX OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAILTO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg 1) MAIL / FAX TO OTHER: ASSOCIATED CB#- NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION ygf APPLICANT'S SIGNATURE DATE SOUTHERN CALIFORNIA SOIL&TESTING,INC. . A California Certified Small Business Enterprise (SBE) 6280 Riverdale Street SANDIEGO, CA92120 Phone (619) 280-4321 Fax (619) 280-4717 83-740 Citrus Avenue, Suite G INDIO, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 PL NC FIX 514 N. Califomia Avenue, Suite 5 BEAUMONT, CA 92223 Plione (877) 215-4321 LEA # 047 9549 East Slauson Avenue PICO RIVERA, CA 90660 Phone(877) 215-4321 SCS&T FILE NO. RO. NO. to T^. / /7 PAGE OF PROJECTTITLE: PHAGE LA Cc'5rA PALomt'^ BMrni DSA/OSHPD FiLE NO.: DSAAPR NO,: / / / / 'i PROJECT ADDRESS PERIVIIT NO.: /\J ( /~J PLAN FILE NO,: /I/ //• f ARCtlllECT: hoa(tC<: AS56cjArt5 ENGINEER: GENtpAL CONTRACIOR: -:iO^.) C!rX)^r^Y SUB c^#^^q3:_- FIELD INSPECTION REPORT FOR: • REINFORCED CONCRETE • REINFORCED IVIASONRY • RT CONCRETE / STRESS [• EPOXY ANCHORS D H.S, BOLTING • • WELDING • FIREPROOFING !• Q, C, CONCRETE • ROOFING / VI/ATERPROOFING LOCATION OF WORK INSPECTED: !iAL CLASSIFICATION: • ^ ^ - /—-, ^ , . ^ DATE 5 DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: Or^ 5rr<£ r'or^ c/z^/z-ep P/JOOOIC V'(5U/\C AT 0(jri£,.%iU iJiTH Pd5>r/v'C PRINT MWK ~ ~~ 7-7 ^ ^ I RE, REVIEW: CBC/ICC I hereby certify ttiaf I tiave inspected ttie above reported worls. Unless noted ottierwise thie work inspected is to the best of my Isnowledge in compliance with fhe approved plans, specifications and applicable sections of the governing building laws. Inspector Inifials DSA/OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of DS/VOSHPD approved documents. Sampling and testing were conducted in accordance with fhe requirements of fhe DS/VOSHPD approved documents. The work inspected complies with the DS/VOSHPD approved documents. Yes; No; Inspector Initials; REGiSTRATipN NO, DATE SCS&T205 REV 7-2014 SOUTHERN CALIFORNIA SOIL&TESTING,INC. A California Certified Small Business Enterprise (SBE) LEA # 047 6280 Riverdale Street SANDIEGO, CA92120 Phone (619) 280-4321 Fax (619) 280-4717 83-740 Citrus Avenue, Suite G INDIO, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 514 N. Califomia Avenue, Suite 5 BEAUMONT, CA 92223 Phone (877)215-4321 PL NC FIX SCS&T FILE NO, RO. NO, one(«//) ^15-4JZ1 I 9549 East Slauson Avenue PICO RIVERA, CA 90660 Phone (877)215-4321 PAGE FIELD INSPECTION REPORT FOR: • REINFORCED CONCRETE d REINFORCED MASONRY O WELDING • FIREPROOFING • Q, C, CONCRETE • ROOFING / WATERPROOFING • RT CONCRETE / STRESS • EPOXY ANCHORS • H.S, BOLTING • PROJECT TITLE: PI lAOE- #•—• DSA/OSHPD FILE NO: i I ! A DSA APR NO: A 1 / >1 PR13JECT ADDRESS ' UG U, uJ CA fcLSF:>A /) PERMITNO,: l\J jll PLAN FILE NO: / \J j / ( ARCTIITECT: ENGINEER; GjRlElSAL CONTRACTOR: rc:>0 k3 Cou ^J \ «'i SUB CmffiACIOR: LQeWION OF WORK INSPECTED^ , l5li\Lnl^JCr> i My/7<r#^ "Ipo, O^Oi. Hoa^ Ho^. -5oaF^o I "/i/^rtHiAL gLAssiFicfflioN: " , „ . ', ' .o' , \ ^ ^ ' hl^lK-lTFJNi lyeifs/l/ Ujm^i^LS/)^£j) PFi ^.(/l , rU-XiF.fF FZ€C A/ yFfct. SutyaFLczy- lA ,Of.VFr66NpLF. ,S/LL PA/J FLf\SH{F6. 0/y)F~':J/^'^\S'I'T^/flCS^^ DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: nA/ '^FFC rpFi^ F/^rFFf) .P6/OFOiC \/l.SuFG MCl'AF S/LL f^F/jS Fh^U. Fi£rJ FFFrFLLLr) ^/./p F \i^m AIL FJI S ,F>c/\^S U.-^P5 FAi/L f^CGF SFFUO V- rrh Sl i^A Fce.F /A. O CD iF o A A^r? s A/c C. FF ING i^5TA.CLe/:> iFiFF "FHF 6oTTD/v\ OF •QQCJF- 'SFn'\P) F Fl FF FICJFAJT PA/nAFfr^F -rne -fu^J^F uF LFF OF S/^X. PAN I LFSH'/'JC^. /{Jf.i'J FFrasFc:W CuT Ar^JQl-HmiLtO Td -Fii^h'rf fir /i^o F,F iF rrh B/\<^F~ S-'f^ri/^cr' ccc: \}[INFF> 6 F FFL FAF rCA5F]f\jG. •TFiUFMLn F Fsri^LLcO FJFF Fdc (M./FFO IIHFS FILLFO f r' CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted otherwise the work inspected is to the best of my knowledge in compliance with the approved plans, specificafions and applicable sections of the governing building laws. Inspector Initials DSA/OSHPD 1 hereby certify that I have inspected the above reported work in accordance with the requirements of DS/VOSHPD approved documents. Sampling and tesfing were conducted in accordance with the requirements of the DS/VOSHPD approved documents. The wotk inspected complies with the DS/VOSHPD approved documents. Yes; No; Inspector Initials; REGISTRATION NO, *AUTFi0RlZIhlG SIGNATURE *slgnature authorizes ttie obove worl< --BATE ' f SCS&T 205 REV 7-2014 C, SOUTHERN CALIFORNIA ' SOIL&TESTING,INC. A California Certified Small Business Enterprise (SBE) 6280 Riverdale Street SANDIEGO, CA92120 Phone (619) 280-4321 Fax (619) 280-4717 83-740 Citms Avenue, Suite G INDIO, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 514 N. Califomia Avenue, Suite 5 BEAUMONT, CA 92223 Phone ( c PL NC FIX SCS&T FILE NO.: RO. NO.: (8771 215-4321 LEA #047 9549 East Slauson Avenue PICO RIVERA, CA 90660 Phone (877) 215-4321 PAGE OF FIELD INSPECTION REPORT FOR: • REINFORCED CONCRETE • REINFORCED MASONRY d WELDING • FIREPROOFING • Q, C, CONCRETE • ROOFING / WATERPROOFING n PT CONCRETE / STRESS • EPOXY ANCHORS Cl H,S, BOLTING • PROJECT TITLE: PII/i,SE " Lf\Fa^rf\ WsFom.F eujr./9^ DSA/OSHPD FILE NO: ^ A 1 J A DSA APR NO: , '< / / Pl PROJECT ADDRESS PERMITNO,: / K/ f ^ 1 PLAN FILE NO,: /V/,'"/ ARSHITECT: . FFCFLto A 55OC./ A 'TP.- 5 ENGINEER: GEtiWL CONTRACTOR: ^ TION OF WORK INSPECTED: LpCATIC. .._ (yWftRIAL CLASSIFICATION: dcrro OF \ \F.fi. ^FF FJ ATf-. rcs? A s(^O He / r>-i c ^ / ^ / i^l P P^L fvJ • JTFJC SiKAr'L.exr FF T)£r^^':FFF\~ 'F^^OF%~^GC:^^LJ^ PAF FuF^F/ff^Q DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED TIME DEPARTED: P)/J S./FF F^O'^F Fi ^^n<LO FkX/oOiF \//3FPiL UP[lT.FPiUYifFUG IFF FlMC Of /A^5mF.,FT?0/^ i<AiF/F/^J(:^ OCCiC FuFFmF)i6F'y A^tP F^^imF (AJG f J Y F F (.FPd A-7' OaOGF FILL L-^ ri^ P<^3/T/UP. OUTFFJUVG ^LCFF. , ALL O^'DCFAF/FG AiicAs IFCFP. PidCmn CFCAiJ A,-^f) FAfA OF PFF'F-^:'57/FF A^At/FFG. fPPiie£> AmA<. A^O PRINT NAMC\ PC\iGL'^PiaFF^' CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted otherwise the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. Inspector Initials DSA/OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA/OSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DS/VOSHPD approved documents. The work inspected complies with the DSA/OSHPD approved documents. Yes; No; Inspector Initials; REGISTRATION NO, •AUTHORjaW SlGlfAfURE *signature authorizes fhe above wori< SCS&T 205 REV 7-2014 7=v /C^ /4I758 SOUTHERN CALIFORNIA SOIL&TESTING,INC. A California Cert if ied Small Business Enterprise (SBE) 6280 Riverdale Street SANDIEGO, CA92120 Phone (619) 280-4321 Fax (619) 280-4717 83-740 Citms Avenue, Suite G INDIO, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 PL NC FIX 514 N. California Avenue, Suite 5 BEAUMONT, CA 92223 Phone(877)215-4321 SCS&T FILE NO.: f/C) 5AJ RO. NO.: LEA #047 9549 East Slauson Avenue PICO RIVERA, CA 90660 Phone (877) 215-4321 PAGE OF FIELD INSPECTION REPORT FOR: • REINFORCED CONCRETE • REINFORCED MASONRY • WELDING •FIREPROOFING CD Q, C, CONCRETE • ROOFING / WATERPROOFING • RT CONCRETE / STRESS • EPOXY ANCHORS !• H,S, BOLTING !• PROJECT TITLE: a•^,^86•* DSA/OSHPD FILE NO: ^ A / ^ 'I DSA APR NO: PGCUECT ADDRESS" 1 ;o^'^. uf C'GkF2.FF>^Ap PERMITNO,: /\J /At PLAN FILE NO.; /\y / Jf-i /^Rentf^T: Kr-JCLG^ AFSFCj/FrFG ENGINEER: GE15E^L CONTRACTOR: SUB CpW^JOg^ LOeWON OF WORK INSPECTED: , _ , T^j((.0(NAC-. n^^-^ <liF,^P^,<//1. a i^.:3o7^. lyWfSRIAL CLASSIFICAllQtJ; ^ Rcj^Ttj^ (CVon./C,/L$^C LOA (C{C,K^Sc£.-0 P^,K^-^AA~fLA,F,DU - F FAlA DATE SCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: ^ ILO //VgNJ U CCQP€.. to A "\uF?Q--^c5r i K)G (FdfZc^AAF Dez.xf) AG fc)^F Finn I 7-^0 .PF.'Z''oDi C_ G\3uA\F C)PF?Fe^P^aF> I IFN-FPACGION FJA P.UlW(Nh €Aj\/FPOPP. lAJAlFfUFn-CXjFArjG AF" TlrnF OF XAJ.SinG.Fr70Ay "GiLG PAIKJG HAA A (3(lbAJ AFfKjFTA.GeO AI>JO f<r FiFF'i . A LL GFF FFA^FIS. LAPF AASJF ixA,F ScAi(D U'iTH 3I!<^AFLG>^ /A. VCA)^ AKF\,-^(^S A\f-e (^jF(y Ti^yfA.LU..O \AFA THP.- fyOFVyy"' OF GdOAL FFFr.nF, FcF AO F(ieA<.A\jA' FA MA Ft (KG-.^ A He FFASP iFG. GFUJ rHAA'5t\0LJA> CFV ArvjQ X>J-S-7"ALLGD >trA-riT AuO F-'iF^ (AJITH HACi^- S^.ppV>eT L6(: 9A.PIF0 TFF FF^FC^Py i)P FG"^ OF SILL PA GlASHiFPi. lAAVi .TfFh^r AhTAP Fi JAJh FG(.PAF iAFfGCAf Ai^Pt\Ai6 HA(FmfFAAT6f PfiCFf mfl.FCtF GLPdilFfO PRINT NAWIf IRE, REVIEW: P-AsQ.-{LArT CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted otherwise the work Inspected is to fhe best of my knowledge in compliance with the approved plans specifications and applicable sections of the governing building lows. Inspector Initials DSA/OSHPD I hereby certify that 1 have inspected the above reported work in accordance with the requirements of DS/VOSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DS/VOSHPD approved documents. The work inspected complies with the DS/VOSHPD approved documents. Yes; No; Inspector Initials; , , -. . • • INSPEtlC)I&-SfeNATU"RB'^7 // 1 L A. 4^. I f fp •AUTHORIZING SIGNATURE ^ *slgnature authorizes fhe obove worl< SCS&T 205 REV 7-2014 ;A:^ Hi - n SOUTHERN CALIFORNIA SOIL&TESTING,INC. , A California Certified Small Business Enterprise (SBE) 6280 Riverdale Street SANDIEGO, CA92120 Phone (619) 280-4321 Fax (619) 280-4717 83-740 Citms Avenue, Suite G INDIO, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 514 N. Califomia Avenue, Suite 5 BEAUMONT, CA 92223 Phone (877) 215-4321 c F PL NC FIX SCS&T FILE NO.: RO. NO.: LEA # 047 9549 East Slauson Avenue PICO RIVERA, CA 90660 Phone (877)215-4321 PAGE OF PROJECT TITLE: PHASE-*-: • LA c osi'T^ PA .^Ki A SLDC I^4* DSA/OSHPD FILE NO: DSA APR NO.: , \ \ G PISPJECT ADDRESS Do\j'(F FtJ CALLSB ATA PERMITNO: AJ If") PLAN FILE NO,: /\t ! f \ ARCHITECT: ENGINEER: GfNtRAL CONTRACTQE;, „-~^ ; C-^, 0 NJ C '.OuFTlGi SUB GONfWyCIOR: FIELD INSPECTION REPORT FOR: • REINFORCED CONCRETE • REINFORCED MASONRY • WELDING •FIREPROOFING • Q, C, CONCRETE • ROOFING / WATERPROOFING LOCATION OF WORK INSPECTED: ,0£A L<F\UF>\^G iJFTF :^o-^,Fn^,^oA\ -^.oST^oG IVtftfffilAL CLASSIFICATION: , /-. , „ tic-o-rg^^-n:-^ uFi^JLa-5.c..u u]^rL(Zft^.sejD Pi£,m Lvt, AiA^iFf. f^FPf- FA //Oc i ^AR. lAr-, AT" >f-' OGf^ . T'LF 1 DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: DATE 5: TIME DEPARTED: B-JIL.O(FF F..K}^C.LDPe^ fW^F'As^'UDc^tFirsJ G f-heiZOf^TYX 6SC'l^^'Fo G/AFP AAC C'TFF CJ A n-^Jl L. iA IN G GM V(-J r>e^ b\)ArGlPdu)nriFL /^F T/r\/- Ar XT/'^/S-rAUr'lr./OAJ ±_LL 'GF.eLFFiQjF TAP Sc6^LcJQ(^ (AjiTAt Gd L / ,0 B AUC I AG Gv: (A S T'RA ' r ^ H- i A/'J O aA^srri I i /F-F> lAGn fdSniuA. 61A Fo I FA SLOPF,. ALL uFOeAFf''AjG 6lGGi CK) ApeUA'O ^tJQ fAALFSr/GC AFPLiAO AD T^R^B PT OAClL T) A ALL f. At> SUA. GJF/^AOAG" PRINT NAt^y CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted otherwise the work Inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. Inspector Initials DSA/OSHPD I hereby certify that I have inspected fhe above reported work In accordance with the requirements of DS/VOSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DSA/OSHPD approved documents. The work inspected complies with the DS/VOSHPD approved documents. Yes; No; Inspector Initials; .. - • */li(5THORiZING SIGNATURE *signoture authorizes the otxve wori< REGISTRATION NO. I DATE ' 1 SCSS<T205 REV 7-2014 • F / SOUTHERN CALIFORNIA SOIL&TESTING,INC. A California Certified Small Business Enterprise (SBE) 6280 Riverdale Street 83-740 Citms Avenue, Suite G SANDIEGO, CA 92120 Phone (619) 280-4321 Fax (619) 280-4717 INDIO, CA 92201 Phone (760) 775-5983 Fax (760) 775-8362 514 N. California Avenue, Suite 5 BEAUMONT, CA 92223 Phone (877)215-4321 PL NC FIX SCS&T FILE NO. RO. NO. : I'/OAfCH/J LEA # 047 9549 East Slauson Avenue PICO RIVERA, CA 90660 Phone(877)215-4321 PAGE OF FIELD INSPECTION REPORT FOR; • REINFORCED CONCRETE • REINFORCED MASONRY • WELDING • FIREPROOFING • Q, C, CONCRETE • ROOFING / WATERPROOFING • PT CONCRETE / STRESS • EPOXY ANCHORS • H,S, BOLTING • PROJECI TITLE^ PHASt* Lf. CF3TA PA L arm A BWF DSA/OSHPD FILE NO: DSA APR NO,: PISSJECT ADDRESS TJCJAG Ff GA^LLSBAt> PERMITNO,: I \J / f-i PLAN FILE NO.: f \J 1 /"I AReaiTECT: , lAJClLG^G ASGOCiATAS ENGINEER: GENifiAL CONTFjACTQfii „ G^Of Gnuf\AftGy SUB CONTR^Z^^f>,j2^' L0e«50N OF WORK INSPECTED: i ^ . .• lATCniAl 1^1 ACCICir"ATir\M. ' f ' ' IVlATKIAL CLASSIFICATION: , , „ , , . , ^ . • , ~ „^ ^ y ^ , , • . /y, ,^/ <.- - ^ fFLi>TLF fG UG^UCS^SJ^L FJA IFG ?^F5CAG F^AyA^L, ALLA I lALf. nGc AJf)-AG CAPIAT /A .DtSFiZT^ EdfQCkZ. / GGG pAf fLPGAii^G fGPmP^M&FAm DATE GG '-F DESCRIPTION OF WORK INSPECTED: TIME ARRIVED; &A{Lj:)l{\A=y TAj'-^^FFPG {fA'['F{LFQ:.cxFP\t^G ( HA)^.i COi^VA^ FLQCS TIME DEPARTED: ) r)iC GrlG PAjR FimnGF) f<£i60IC AAA(^L CSFdGA^c^Tf^V(^ OGpAWG^id-APAJpLGP^. \AAPFCGPmPiAG AT T/i^'G QfTfSrAGAAiaG IVIFJ7\LSILL PATKA FAKJC ACGG i.TS7Aaj-.0 A^JP) fiAui^HTi AGQAf . LAf6 PMG^AAASPA(G0 CA/m lii^^fX/A.^^^ A^Ar- %^-iFTFAA-LAGTO {.AJ FP PlK, (AoTrdm Af PmTAn^S CQA'^ P/C^A/^/VT Df\fGGn^y AVC AVfA^ ue LPG OGSFU.PAN GGGiiiFG. fpA' 'Ammf) PT A^iO Gf^^SPFlLLG lOAiFAr' HT" A^>D fiT {AnH OfickL GJPPAT O^C 5pAit^ T\{<^'.Toi^vSA AP LLG or SKI. FAPALASGAGTTIA'G^CAG PfrCA B^/AJG^ 5FLU(ZAD GTH SAM.>U^^\IA^ feooF SAT^fGP i'LLOcAwF AT TOP oTAPAry^vS G(h<L ^TGG LP { AGGA. UiJrT •^?PznQ IXAGtnLr^AT'^lOU -rf\)CLf Of UjQtL'Kl ^LftifGCt> ^&O^G DDiMTMAu»-» ^ IpE. REVIEW: C /, F CBC/ICC I hereby certify that I hove inspected the above reported work. Unless noted otherwise fhe work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. Inspector Initials DSA/OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of DS/VOSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DS/VOSHPD approved documents. The work inspected complies with the DS/VOSHPD approved documents. Yes; No; Inspector Initials: . INSPEC, ^AL A T( 'A •RUTHORIZINS SIGNATURE ' *signature authorizes the above wori< REGISTRATION NO, SCS&l 205 REV 7-2014 SUBCONTRACTORS EQUIPMENT ONSITE: TRADE & COMPANY TYPE OF EQUIPMENT USE OF EQUIPMENT Paint - PDl Lift w/ 60' boom Exterior power wash/paint. Paint - PDl 10' Storage Container Storage of materials and supplies. Stucco - Coffman 10' Storage Container Storage of materials and supplies. Demo - Janus 10' Storage Container Storage of materials and supplies. NOTICES & INCIDENTS ON SITE (SAFETY, WORK DIRECTIVES, VIOLATIONS, SWPP, ETC.) TIME NAME SUBCONTRACTOR REMARKS NONE REPORTED ACCIDENTS OR INJURIES ON SITE TIME SUBCONTRACTOR CONTACT NAME REMARKS (Noticed via Fax, etc.) NONE REPORTED PHOTOS: Building 1949 Unit 200 Fire Rating Building 1949 Unit 202 Fire Rating Q Ri oi/iM/nic loioi Building 1949 Unit 204 Fire Rating Building 1949 Unit 300 Fire Rating M50002} c 1 c 1 «^ •„>».:3»l..,«.. : «(K" -'^IW^ Building 1949 Unit 301 Fire Rating (450002) PRODUCT DELIVERED SUB. RECEIVING DELIVERY NAME OF VENDOR OR SUPPLIER (May not be the same as delivery company) NONE REPORTED SUBCONTRACTORS EQUIPMENT ONSITE: TRADE & COMPANY TYPE OF EQUIPMENT USE OF EQUIPMENT Paint - PDl Lift w/ 60' boom Exterior power wash/paint. Paint - PDl 10' Storage Container Storage of materials and supplies. Stucco - Coffman 10' Storage Container Storage of materials and supplies. Demo - Janus 10' Storage Container Storage of materials and supplies. NOTICES & INCIDENTS ON SITE (SAFETY, WORK DIRECTIVES, VIOLATIONS, SWPP, ETC.) TIME NAME SUBCONTRACTOR REMARKS NONE REPORTED ACCIDENT S OR INJURIES ON SITE TIME SUBCONTRACTOR CONTACT NAME REMARKS (Noticed via Fax, etc.) NONE REPORTED PHOTOS: 1,^,: OS/t 1/2016 09HO ••••••••••••1 {450002} V \Q y^O V 5oa/11/2016 0B>22 1450002} At {f~ ^j/P<^ Sloi'^/c^ RECEIVED JUL 2 3 2014 CITY OF CARLSBAD BUILDING DIVISION (0 "E "(^ OQ (0 E o CO Q. (0 (0 o o (0 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o poAjasqo @ SJOOQ Ajjua JOOIJ puz •» isi pajosiojd jameaM-(9)ei i X -< -< X X < X X X a. X X X X X X X < Ol sjooa ^|U3 Jooid ISl pasodxg j9mea/^-{s)ei i X X tN X X (M S^OdQ paiBAjJd @ sjooa ^Hlim pasodxg iameai^-(p)ei i X X (M X X (M (M S^Oaa pSIBAMd @ SJOOQ M3U3Jd 6u!MS-ino pasodxg j3g)e9M-<c)e|.'|. X X OJ X X CM p> s>|33a psiBAiJd © SJOOQ qouajj BujMsui pssodxa j3Mie3M-<Z)ei'i. X X CM X X CM o SJOOQ Aj)ug Jooij PJE « pu2 pasodxB jameaM-(l)Bi. i X X X x: X X X X X X X X X X X in X X X X X X X X X X X X X X X i2 s jaquinig )|un 9 Bu|p|ing m n 1 o o o o 1 s K o 2 I i 3 S O 1 c •3-c i 1 Subtotal 1 1- H o o o o o T o s 2 r-. o CO O 8 o o ° o o c o o 1 Subtotal 1 TOTAL RECEIVED JUL 2 2 2014 CITY OF CARLSBAD BUILDING DIVISION o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o c-o o o o o c o o o o c o o o o o o o suojieooi psAjasqo ^ & SJOOQ Ajiug JOOIJ puz s isi papaiojd jameaM-(9)8ii X X X X X X -CT> X X X CO -• X CO X X X X < X CT) X X X >' X -X X X CTl SJOOQ AiJU3 jooid ISl pasodxg jameam-(S)ei i. X X CM X -o X X c-4 X X CM CM s^oaa paiBAjJd @ SJOOQ Awm pasodxg iameai^-{t>)ei i X X C\J X -X X X CM X X CM CM snaaQ pajBAUd @ SJOOQ iiouajj BujMS-ino pasodxg j3M)eaM-{C)B|.'|. X X CM X X CM X -X X CM X X CM s^oaa paiBAjJd @ SJOOQ gouajj BuiAASui pasodxg jai4iBaM-(z)Bi."l X X CM o o X X CM X X CM SJOOQ AJiug Jooid PJC "S puz pasodxg jai4jeaM-<l)Bi l. X X X X X X X X X X X X X X X ^ X X X X X X X X X X X X X X X X X X X X X X X in X X X X X X X X X X X X X X X in laquiPN liun S Buipiina CQ § c O c o T o o § 1 c i o § o •3-I o c c 1 Subtotal - 2 a c 2 = 0 CO o o o o o o o o c ; SiJblolal \ 31 (0 5 = 2 = n r- 8 o 2 % o i cr :o c ° S 0 ^ § o 2 2 •3-O -3-O o o 2 I o o S i fe § o T g 1 1 i 1 Subtotal 1 Bldg 1941 33 Unils 8 b o c 1 s 2 c 2 o o i •3-O o fe § o o 2 o 8 o 8 8 8 8 1 o (A "E 7^ O) CQ E o 05 Q. CO 0) o O (0 BUCKLES ASSOCIATES TEMECULA, CALIFORNIA TEL: 951 506 4815 FAX: 951 506 4835 27381 VIA INDUSTRIA TEMECULA, CA 92590 j ESCONDIDO, CALIFORN L\ . DENVER, COLORADO : SEATTLE, WASHINGTON I PORTLAND, OREGON i TEMPE, ARIZONA PROJECT MANUAL Repair Construction for 180 Apartments and Site La Costa Paloma 1925-1953 Dove Lane Carlsbad, CA April 30, 2014 PREPARED FOR Dove Family Housing Associates, L.P. c/o Community Housing Works 2815 Camino Del Rio South, Suite 350 San Diego, CA 92108 RECEIVED JUL 2 2 2014 CITY OF CARLSBAD BUILDING DIVISION PREPARED BY Buckles & Associates, Inc. 27381 Via Industria Temecuia, California 92590 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California TABLE OF CONTENTS DIVISION 0 - PROCUREMENT AND CONTRACTING REQUIREMENTS 000101 List of Project Ownership and Consultants 000115 List of Drawings 002113 Instructions to Bidders DIVISION 1 - GENERAL REQUIREMENTS 010050 Administrative Provisions 011100 Summary of Work 012600 Contract Modification Procedures 012900 Payment Procedures 013100 Project Management and Coordination 013119 Project Meetings 013300 Submittal Procedures 015000 Temporary Facilities and Controls 016300 Product Substitution Procedures 017400 Cleaning DIVISION 2 - EXISTING CONDITIONS 028500 Mold Remediation DIVISION 3-CONCRETE 035413 Gypsum Cement Underlayment DIVISION 4 - MASONRY - NOT USED DIViSION 5-METAL 055516 Metal Stair Nosings DIVISION 6 - WOOD AND PLASTICS 061000 Rough Carpentry DIVISION 7 - THERMAL AND MOISTURE PROTECTION 071800 Deck Topping Over Plywood Decking 076200 Sheet Metal Flashing and Trim 079200 Joint Sealants DIVISION 8-OPENINGS 081433 Wood Door Frames 081660 Exterior Doors & Metal Frames 087200 Thresholds DIVISION 9-FINISHES 092236.23 Metal Lath 092423 Portland Cement Plaster (Stucco) 092900 Gypsum Board 096520 Sheet Vinyl Floor Coverings 099100 Interior Painting 099113 Exterior Painting 099600 High Performance Coatings DIVISION 26- ELECTRICAL 265613 Lighting Poles and Standards END OF TABLE OF CONTENTS La Costa Paloma 1925-1953 Dove Lane Carisbad, California TABLE OF CONTENTS DIVISION 0 - PROCUREMENT AND CONTRACTING REQUIREMENTS 000101 List of Project Ownership and Consultants 000115 List of Drawings 002113 Instructions to Bidders DIVISION 1 - GENERAL REQUIREMENTS 010050 Administrative Provisions 011100 Summary of Work 012600 Contract Modification Procedures 012900 Payment Procedures 013100 Project Management and Coordination 013119 Project Meetings 013300 Submittal Procedures 015000 Temporary Facilities and Controls 016300 Product Substitution Procedures 017400 Cleaning DIVISION 2 - EXISTING CONDITIONS 028500 Mold Remediation DIVISION 3-CONCRETE 035413 Gypsum Cement Underlayment DIVISION 4 - MASONRY - NOT USED DIVISION 5-METAL 055516 Metal Stair Nosings DIVISION 6 - WOOD AND PLASTICS 061000 Rough Carpentry DIVISION 7-THERMAL AND MOISTURE PROTECTION 071800 Deck Topping Over Plywood Decking 076200 Sheet Metal Flashing and Trim 079200 Joint Sealants DIVISION 8-OPENINGS 081433 Wood Door Frames 081660 Exterior Doors &. Metal Frames 087200 Thresholds DIVISION 9-FINISHES 092236.23 Metal Lath 092423 Portland Cement Plaster (Stucco) 092900 Gypsum Board 096520 Sheet Vinyl Floor Coverings 099100 Interior Painting 099113 Exterior Painting 099600 High Performance Coatings DIVISION 26- ELECTRICAL 265613 Lighting Poles and Standards END OF TABLE OF CONTENTS La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 000115 LIST OF DRAWINGS 1.1 SUMMARY This section lists the drawings for the project and shall be an integral part of this Project Manual and the construction contract documents. 1.2 CONTRACT DRAWINGS Contract drawings dated May 6, 2014 are as follows: T-1 TITLE SHEET A-l SITE PLAN A-2 EXTERIOR ELEVATIONS A-3 EXTERIOR ELEVATIONS A-4 EXTERIOR ELEVATIONS A-5 EXTERIOR ELEVATIONS A-6 EXTERIOR ELEVATIONS A-7 LAUNDRY ROOM & MAILBOX KIOSK ELEVATIONS D-1 DETAILS D-2 DETAILS END OF SECTION LIST OF DRAWINGS 000115-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 002113 INSTRUCTIONS TO BIDDERS 1. Copies of the Bid Documents may be obtained from the offices of Buckles & Associates, Inc. 27381 Via Industria Temecuia, CA 92590 951-506-4815 Contact Person: Deborah Hartley dhartley@bucklesassociates.com Note: Original architectural plans by Rodriguez/Simon Design Associates are available for review by the bidders in an electronic format. 2. Written bids are due at the offices of Buckles & Associates, Inc. by 5:00 pm on June 20, 2014. The bid documents are also due back at that time. The bid documents are not to be used on the construction site for any purpose. 3. Bids Shall Include: a. Itemized construction cost breakdown based on Items 1.0 - 8.0 of Dove Housing Summary of Work. b. Estimated number of days for completion of the project or for each phase of the project. c. Written list of client & project references for the owners' review. d. Information on General Contractor's Liability Insurance. e. All base bid costs as well as a listing of the costs for all alternates listed in Summary of Work. f. Listing of all costs for General Conditions and cost associated with their unit due to the repairs. 4. Bids shall be based on the following Bid Documents: a. La Costa Paloma Project Manual dated April 30, 2014 prepared by Buckles & Associates, Inc. b. La Costa Paloma Repair Drawings dated May6, 2014 prepared by Buckles & Associates, Inc. 5. The general contractor shall provide costs for all items shown on the Bid Documents or reasonably inferred from the bid documents. This is to be a complete project with first class workmanship and materials. 6. General contractor and all subcontractors shall review the Bid Documents to verify the installation of their work will conform to the required codes and will fit into the locations provided. 7. Access to the site will be provided to General Contractor and all subcontractors by prior arrangement with the on-site manager. 8. Any addenda to the Bid Documents will be issued by Buckles & Associates, Inc. and noted with a revision number and date. INSTRUCTIONS TO BIDDERS 02113-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 9. Questions only in writing and submitted no later than 3 days prior to bid date. All subcontractor questions shall be directed through the General Contractor to Buckles & Associates, Inc. Contact: Deborah Hartley, Project Manager (951)506-4815. Buckles & Associates, Inc. will be responding to questions via addendum to bid. 10. Any suggested methods or means to reduce the cost of the project without reduction in quality should be brought to Buckles & Associates' attention during bidding, but shall only be accepted if issued in an addendum. 11. Bid documents are for the sole purpose of allowing the owner to obtain accurate bids for the proposed work. The Bid Documents are not for construction. The bid documents and bids shall form the basis for final construction documents. 12. Due to the fact that all parking spaces within the project are assigned parking spaces, contractor and subcontractors will be required to park off-premises. Coordinate on site drop in office location with on site manager and owner. 13. If there are any questions regarding the Bid Documents, please contact Deborah Hartley. Office Phone: 951-506-4815. Email address: dhartlev(5)bucklesassociates.com INSTRUCTIONS TO BIDDERS 02113-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California Bid Pricing Breakdowns: Base Bid Alternate Bid 1.0 Exterior Doors 1.1a (6) Alt. Repair 53 Thresholds 1.2 Alt. Furnish & Install new ext. doors 1.3 Alt. Furnish & Install new multi point lock and standard doors 2.0 Stair Landings 3.0 Guardrails/Handrails 3.1 Alternate-additional painting 3.3 Alternate (Remove & Replace) 4.0 Stucco Repairs 4.I.C Paint exterior of all buildings 5.0 Stucco Wall Caps 6.0 Chimney Caps 7.0 Light Poles 7.1 Alternate 8.0 Water Damage Repair Subtotal Overhead Profit General Conditions INSTRUCTIONS TO BIDDERS 02113-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California Other Grand Total END OF SECTION INSTRUCTIONS TO BIDDERS 02113-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 010050 ADMINISTRATIVE PROVISIONS PARTI-GENERAL 1.01 WORK COVERED BY CONTRACT DOCUMENTS A. Work of this Contract comprises repair construction of La Costa Paloma Apartments, Carlsbad, California. B. Construction shall be in conformance with the California Building Code, 2013 edition, and all local and State codes and requirements. 1.02 SAFETY REQUIRMENTS A. All components and systems of the facility as well as all construction procedures, materials, and equipment, whether installed as an integral part of the facility or merely employed incidental to the construction repair process, shall in all aspects comply with the latest requirement of OSHA (Occupational Safety and Health Act) and/or any other regulating body having jurisdiction. During the entire construction repair period, it shall be the responsibility of the Contractor to maintain conditions at the job site so as to meet in all respects the requirements of the Occupational Safety and Health Act, OSHA. This provision shall cover the Contractor's employees and all other persons working upon or visiting the site. To this end, the Contractor shall inform himself and his representative of OSHA standards. 1.03 PROJECT COORDINATION A. The Contractor shall coordinate work of the various sections of the Specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. B. The contractor shall verify characteristics of elements of interrelated operating equipment are compatible; coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. The Contractor shall coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduits, as closely as practicable; make runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. 1. When the requirements ofthe Mechanical, Electrical, or other drawings are in conflict, the specifications shall take precedence. Where the safety ofthe building structure is threatened, due to mechanical, electrical or other work or holes required for such work, modifications shall be made as directed by the Architect. 2. It is the Contractor's responsibility to coordinate the work so as to minimize conflicts and optimize efficiency. ADMINISTRATIVE PROVISIONS 010050-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California D. In finished areas, except as otherwise shown, conceal pipes, ducts, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements. 1.04 SHORING AND BRACING A. The Contractor shall be responsible for the design and construction of all needed shoring and bracing necessary to construct this project and shall have a licensed Engineer design same. Costs for design of shoring and bracing shall be borne by Contractor. B. The Contractor shall notify the Architect if unusual or latent or presently unknown conditions are encountered which might affect the structural stability of work to follow, or if existing conditions are found to be different than those indicated. 1.05 FIELD ENGINEERING A. Provide field engineering services; establish grades, lines, and levels, by use of recognized engineering survey practices. 1.06 REFERENCE STANDARS A. For products specified by association or trade standards, comply with requirements ofthe standard, except when more rigid requirements are specified or are required by applicable codes. B. The date of the standard is that in effect as of the building permit date, except when a specific date is specified. END OF SECTION ADMINISTRATIVE PROVISIONS 010050-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 011100 SUMMARY OF WORK These repair outlines are for bidding and cost estimating purposes only. Contractors are requested to review and verify listed square footage for each of the repairs. Contractor shall indicate the cost for the listed square/lineal footage and also identify any increase or decrease in cost for the verified or actual square footage. 1.0 Exterior Door Thresholds 1.1a At all weather exposed second and third floor entry doors provide the following repair: l.la(l)- Protect adjacent finishes and unit interior as required. Remove and discard threshold. Remove existing door leaf, hardware and salvage. Remove wood stucco mould, foam trim (2 LF at window and 6 LF at door) and 8 inches of stucco at the exterior door frame, preserve the existing lath and building paper. Remove door casing at the interior. Cut nails securing door frame, remove and discard door frame. Remove baseboard and interior drywall 18 inches high on the exterior wall. Remove vinyl flooring squares at the interior (assume 15 square feet at all locations). Remove interior lightweight concrete, assume 15 square feet. Remove damaged interior OSB sheathing, assume 15 square feet of sheathing. Remove exterior deck coating and metal lath at door area, assume 24 square feet. Remove sill pan flashing . Remove and replace 2x4 sill filler or dam at the door location. Remove and replace deck sheathing, note sheathing is two layers, assume %" plywood. Remove and replace tapered sleepers where sheathing is removed, assume framing 16 inches on center. Install new metal lath and repair deck coating, assume 24 square feet. Repair interior floor sheathing, assume 15 square feet of OSB. Use existing door frame for template and prepare new door frame for the installation ofthe salvaged door leaf. Install new doorframe, flashing, building paper and stucco stop. Re-hang salvaged door leaf and hardware. Install new sill pan flashing and new door threshold set in a full bed of sealant. Install scratch and brown coats of stucco and new foam trim at window and door where removed, repair finish stucco. Repair interior lightweight concrete (15 square feet) and install new floor vinyl squares (15 square feet at 58 locations and 100 square feet at 25 locations). Install new drywall and baseboard on exterior wall where removed. Tape and texture to match existing. Paint interior drywall, base and casing to match existing, assume 150 square feet per repair location. Paint exterior door and door frame. Assume repair at 83 weather exposed entry doors (see list of units below). Recoating ofthe deck surface will include the third floor walkways complete (Units 300-308-1366 square feet x 5 buildings) second floor walkways adjacent to unit entries (Units 204 & 210-56 square feet each x 10 locations) and second floor private entry decks (Units 200/202 & 212/214- 72 square feet each x 10 locations) private entry decks at buildings 1929 & 33 (assume 70 square feet each x 8 locations) SUMMARY OF WORK 011100-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California - Buildings 1925, 37, 41, 45, 49- Units affected 300-308, 200, 202, 204, 210, 212, 214 (75 doors) - Building 1929 Units affected 200-202, 204, (4 doors) Building 1933- Units affected- 200-203 (4 doors) - l.la(2)- Weather exposed Inswing French Doors on private decks: Protect adjacent finishes and unit interior as required. Remove and discard door threshold. Remove existing door leaf, hardware and salvage. Remove wood stucco mould, foam trim (6 LF at door) and 8 inches of stucco at the exterior of the door frame, preserve the existing lath and building paper. Remove door casing at the interior. Cut nails securing door frame, remove and discard door frame. Remove baseboard and interior drywall 18 inches high on the exterior wall. Remove or roll back carpet at the interior, assume 15 square feet. Remove interior lightweight concrete, assume 15 square feet. Remove interior floor sheathing, assume 15 square feet of OSB. Remove exterior deck coating and metal lath at the door area, assume 24 square feet. Remove sill pan flashing. Remove and replace deck sheathing, note sheathing is two layers, assume 24 square feet of plywood. Install new metal lath and repair deck coating, assume 24 square feet. Repair interior floor sheathing, assume 15 square feet of OSB. Use existing door frame for template and prepare new door frame for the installation of the salvaged door leaf. Install new door frame, flashing, building paper and stucco stop. Re-hang salvaged door leaf and hardware. Install new sill pan flashing and new door threshold in a full bed of sealant. Install scratch and brown coats of stucco and new foam trim at window and door where removed, repair finish stucco and fog or paint for uniform color (some buildings have painted accent over primary color of stucco), corner to corner at the door recess, assume 400 square feet of fog at doors. Repair interior lightweight (15 square feet) and re-install existing carpeting. Install new drywall and baseboard where removed, tape and texture to match existing. Paint interior drywall, base and casing to match existing, assume painting 150 square feet per location. Paint exterior door and door frame. Recoat the entire deck surface for uniform color, assume 90 square feet of recoat per location. Assume repair at 10 weather exposed inswing French doors (see list of units below). Buildings 1925, 37, 41, 45, 49 (Units 300, 308 (10 doors)). - l.la(3)- Weather exposed out-swing French Doors on private decks: Protect adjacent finishes as required. Remove and discard door threshold. Remove existing door leaf, hardware and salvage. Remove wood stucco mould, foam trim (6 LF at door) and 8 inches of stucco at the exterior of the door frame, preserve the existing lath and building paper. Remove door casing at the interior. Cut nails securing door frame, remove and discard door frame. Remove or roll back carpet at the interior, assume 15 square feet. Remove exterior deck coating, sill pan and flashing, and metal lath at the door area, assume 8 square feet. Install new sill pan flashing. Install new metal lath and repair deck coating, assume 8 square feet. Recoat deck area for uniform color, assume 80 square feet per deck for recoating. Use existing doorframe for template and prepare new door frame for the installation ofthe salvaged door leaf. Install new doorframe, flashing, building paper and stucco. Re-hang salvaged door leaf and hardware. Install new door threshold in a full bed of sealant. Install scratch and brown coats of stucco and SUMMARY OF WORK 011100-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California new foam trim at window and door where removed. Repair finish stucco. Paint interior drywall, base and casing to match existing. Paint exterior door and door frame. Buildings 1925, 37,41,45,49 Units 201& 213, Building 1929 Unit 201, 203. Building 1933 Unit 201 (13 doors). - l.la(4)- Weather exposed utility doors at private decks: Cut off the lower portion of the door frame where it is embedded in the deck surfacing. Remove one square foot of the deck surfacing at the area where the door frames are removed. Patch the deck surfacing at the area where removed for uniform texture. Scrape all loose and peeling paint from the door frame and stucco stop. Sand all edges to feather the remaining paint. Lightly sand all surfaces to receive new paint. Clean all areas to receive new paint. Prime all areas of bare wood. Paint door frame and door leaves entire surface for uniform finish. Buildings 1925, 37,41,45, 49- Units affected 301 & 308. Building 1929 Unit 201, Building 1933 Unit 201 (12 doors). - l.la(5)- Weather Exposed Entry Doors at the first floor: Protect adjacent finishes as required. Remove and discard door threshold and nosing piece. Install new threshold and nosing piece in a full bed of sealant or mastic over shim for proper slope. Scrape all loose and peeling paint from the door frame and stucco stop. Sand all edges to feather the remaining paint. Lightly sand all surfaces to receive full paint. Clean all areas to receive new paint. Prime all areas of bare wood. Paint door frame and door leaves entire surface for uniform finish. Reseal to the door jambs. Buildings 1925, 37, 41, 45,49- Units affected 201, 213, Building 1929 Unit 203 (11 doors). - l.la(6)- At weather protected first floor and second level entry doors. Remove and discard door threshold and nosing piece. Install new threshold and nosing piece in a full bed of sealant or mastic over shim for proper slope. Seal any screw holes prior to installing screws. Seal threshold to the door jambs and threshold pieces to each other. Repair to occur at 51 observed locations not repaired in l.la(l-5). Buildings 1929 & 1933 - Units 100-102 (6 doors). Buildings 1925, 37, 41, 45&49- Units 100-108(45 doors). l.la(6) Alternate- Provide a cost to perform the repair listed l.la(6) to all remaining units or 53 additional locations. 1.2 Alternate repair to remove and discard all existing residential entry doors and French doors where repair 1.1 occurs and replace with new standard locking upgraded door, frame, threshold and hardware. Refer to Division 8 Section 081660 EXTERIOR DOORS & FRAMES. 1.3 Alternate repair to remove and discard all existing residential entry doors where repair l.la(l) occurs and replace with a nnultipoint locking door, frame, threshold and hardware. Referto Division 8 Section 081660 EXTERIOR DOORS & FRAMES. ^Contractor to submit proposed phasing plan for exterior threshold work to ensure minimal disruption to tenants and maintain safe exits. Contractor will also provide an allowance/alternate price for emergencies that may require security. 2.0 Stair Landings 2.1 Stairs - 2.1a At heavily rusted sheet metal edge provide the following repair at 26 observed locations: Building 1925- North Stairs (2), South Stairs (2), Unit SUMMARY OF WORK 011100-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 200/202 (2), Unit 212/214 (1); Building 192- Unit 201 (1) Unit 202 (1); Building 1937 North Stairs (1), South Stair (1), Unit 212/214 (2); Building 1941- North Stairs (2), South Stairs (2), Unit 200-202 (1); Building 1945- East Stairs (1), West Stairs (3), Unit 200/202(1), 212/214(2). Remove deck coating to access sheet metal, assume 4 square feet. Remove severely rusted sheet metal edge assume 4 lineal feet. Inspect the deck sheathing and repair as needed, assume replacing 4 square feet of deck sheathing. Install new sheet metal of matching configuration, assume 4 lineal feet. Patch deck coating at area of repair. Install new surface mounted metal nosing in a full bed of sealant to protect deck coating in this high traffic area. Recoating of deck surface for uniform color, assume 386 square feet at stair landings and 100 square feet at second floor walkway deck adjacent to 1941 South stairs. Entry deck locations recoated in 1.1a (1-3). See Detail 3/D-2. - 2.1b At minor rust at metal provide the following repair at 21 observed locations: Building 1925- North Stairs (2), South Stairs (1); Building 1929- Unit 200(1) Unit 202 (1), Unit 204 (1); Building 1933 Unit 202 (2), Unit 203 (1); Building 1937- North Stairs (2), South Stairs (1), Unit 212/214 (2); Building 1945- East Stairs (2), Unit 200-202(1) - Use wire whip on drill motor to remove rust at the metal, assume 4 lineal feet. Clean and patch deck coating at the edge of nosing. Recoat area of repair. Install new surface mounted metal nosing set in a full bed of sealant to protect the deck coating in this high traffic area. Recoat the deck surface for uniform color, assume 346 square feet at stair landings and 200 square feet at second floor walkway deck adjacent to 1925 North stair and 1945 East stair. Entry deck locations recoated in 1.1a (1-3) 3.0 Guardrails/Handrails 3.1 Paint at handrails and guardrails. - Protect adjacent finishes from damage. Remove loose paint and primer by mechanical means to remove loose paint and profile the galvanized metal. Thoroughly scuff sand all surfaces of exposed galvanized metal with 220 or 320 grit sandpaper to aid in adhesion. Clean area to be painted with solvent cleaner. Prime and paint area to be repaired. Prior to surfaces select test area, perform and repair after proper cutting ofthe coating system perform adhesion testing. Assume 2800 lineal feet of railing to be repaired. Building 1929- Units 200 & 202- 40 lineal feet of private stair handrail each. Unit 100-20 lineal feet of site handrail, 3 lineal feet entry gate. Building 1933 Units 101, 102- 3 lineal feet of entry gate each. Unit 200, 203- 40 lineal feet of private stair handrail each. Building 1925- Unit 107- 6 lineal feet of entry gate and side panels. Units 103, 204, 210, 304, 306, 307- 74 lineal feet total of public or private guardrail. Units 200/202 and 212/214- 50 lineal feet of private handrail at each. North and South stair towers-130 lineal feet of handrail and guardrail each tower. Courtyard site handrail- 35 lineal feet. Building 1937- Unit 100- 4 lineal feet of entry gate. Units 106, 204, 301, 304, 306, 307, 308- 76 lineal feet total of public or private guardrail. Unit 307- 6 lineal feet private stair handrail, Units200/202 & 212/214- 40 lineal feet of SUMMARY OF WORK 011100-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California private stair handrail at each. North and South stair towers-130 lineal feet of handrail and guardrail each tower. Building 1941- Unit 100-4 lineal feet of entry gate and side panels. Units 102, 302, 306- 25 lineal feet total of public or private guardrail. Units 210 & 211- 30 lineal feet total of private stair handrail Units 200/202 & 212/214- 50 lineal feet of private stair handrail at each. North and South stair towers-130 lineal feet of handrail and guardrail each tower. Courtyard site handrail- 35 lineal feet. Site handrail- 30 lineal feet. Building 1945- Unit 100,107,108- 4 lineal feet of entry gate each. Unit 103, 104, 204, 206, 302, 306- 39 lineal feet of public or private guardrail. Unit 301- 6 lineal feet private stair handrail. Units 200/202 & 212/214- 50 lineal feet of private stair handrail at each. North and South stair towers-130 lineal feet of handrail and guardrail each tower. Courtyard site handrail- 40 lineal feet, site handrail - 15 lineal feet. Building 1949- Unit 100,101- 6 lineal feet of entry date and side panels each. Units 301, 303, 306, 307,- 54 lineal feet total of public or private guardrail. North and South stair towers-130 lineal feet of handrail and guardrail each tower. Courtyard site handrail- 60 lineal feet, site handrail 60 lineal feet. Site handrails Building 1925 Units 101/102-15 lineal feet. Building 1937/41 10 lineal feet. Building 1937 ramp to unit 101- 70 lineal feet. Building 1949/1953 60 lineal feet. 3.1 Alternate- Contractor to provide an alternate bid for repainting 100% ofall metal railings project wide. See below for lineal footage of the various types of metal railings at the project, broken down into: Site handrails. Site guardrails. Stairway towers. Private Stair handrails. Public guardrails. Private guardrails. - Repaint 3.5 foot tall, 1 Vz" diameter ground mounted handrails. Buildings 1925 (60 lineal feet at courtyard and 44 lineal feet at the east side), 1929 (20 lineal feet at west side), 1937 (60 lineal feet at courtyard and 130 lineal feet at the south side), 1941 (60 lineal feet at courtyard and 40 lineal foot at east side), 1945 (60 lineal feet at courtyard and 50 lineal feet at northwest corner), 1949 (60 lineal feet at courtyard and 40 lineal feet at east side) Site handrail between Buildings 1953/1949 (190 lineal feet). - Repaint 3.5 foot tall ground mounted guardrails with pickets at 4 inches O.C. East of Buildings 1925 (165 lineal feet). Building 1933 (140 lineal feet), between Buildings 1953/1949 (100 Lineal feet with handrail mounted to guardrail). Building 1945 East (15 lineal feet) West (15 lineal feet). - Stairway #6 (10 stair towers) At each stair tower repaint 24 lineal feet of guardrail at the landings and 130 lineal feet of the handrail/guardrail with pickets at 4 inches on center as well as the stair stringers. - Alternate Private stair handrails at stairways types #1- #5 Repaint 40 lineal feet of wall mounted 1 Yx diameter steel handrail at each stairway. Buildings 1925,1937,1941,1945,1949 paint two stairways per building, in addition at each building paint 12 lineal feet of wall mounted 134" inch diameter steel pipe handrail at 8 small stair at second and third level public walkways. At buildings 1929,1933 repaint 4 stairways per building. SUMMARY OF WORK 011100-5 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California - Public guardrails at second and third walkways levels of five building. Buildings 1925,1937,1941,1945,1949- Repaint 330 lineal feet at third level and 25 lineal feet at the second floor of public guardrails each building. Public guardrails are per detail 3/D5 of the original plans and are 2.5 feet tall with pickets at 4 inches OC. 3.2 Handrail sleeves - 3.2a Protect adjacent finishes as required. Remove rust, clean, prime, paint base of handrail. At depressed handrail pockets, fill area at handrail base with non-shrink grout or pour rock. Use Muriatic acid or other cleaner to remove rust stain at sidewalk. Assume repair to 70 handrail base sleeve locations. - 3.2 b At depressed handrail pockets, fill area at handrail base with non-shrink grout or pour rock. Assume 178 additional locations (confirm on site) 3.3 Handrail Repair Alternate - Remove and replace all public handrails in 3.1 site wide and replace with brushed aluminum handrails. 4.0 Stucco Coated Foam Trim 4.1a Stucco coated foam trim/Stucco re-coat - At all locations colored yellow on the drawings, wire brush loose stucco from foam. Apply bonding agent, fiberglass mesh and new 3/8" thick finish coat. New finish coat is to be a carefully detailed to the existing stucco finish for a neat, troweled transition from new to existing finish. See repair Details 5/D-l, 6/D-l, & 7/D-l. (Yellow color areas on elevations). 4.1b New stucco coated foam trim - Remove all damaged foam trim. Clean area where trim is removed. Carefully mask area prior to installing new foam trim. Install new higher density, plaster ready foam (3 Ib nominal density), back wrapped with impact resistant mesh. Install new cementitious finish coat to the new foam trim. New 3/8" thick finish coat to be carefully detailed to the existing stucco finish for a neat, troweled transition from new to existing finish. See repair Details 8/D-l, 9D-1,13/D-l & 14/D-l. (Red color areas on the elevations). 4.1c Exterior Painting - Contractor to provide price for repainting of all buildings after completion of all repairs involving the stucco. 4.2 Weep Screed 4.2a Weep screed drain holes filled with stucco and rusting. Scrape stucco from weep screed and clear all drainage holes. Remove all rust from weep screed per SSPC SP2. Apply two coats of rust-inhibiting primer. Paint weepscreed and stucco in conjunction with other painting work. See repair Detail 12/D-l.O Contractor to provide alternate price for 20 LF of repair using 1953 for base pricing. 5.0 Stucco Wall Caps 5.1 Stucco metal accessories exposed. 5.1a Assume wall cap is 12 inches wide. Protect adjacent finishes as required. Clean area with thin finish on metal accessories with household cleaner, wash with clean water to allow to completely dry. Carefully mask area of repair. Apply bonding agent to entire of SUMMARY OF WORK 011100-6 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California repair and apply new cementitious3/8" finish coat. Assume repair to 135 lineal feet of wall cap. See repair Detail 11/D-l. 5.1b Where rust is evident at the metal accessory use a wire whip or wheel to remove the rust and a small amount ofthe stucco at the rusted wire. Assume wall cap is 12 inches wide. Protect adjacent finishes as required. Apply a bonding agent and new cementitious finish coat to the whole area of wall cap for uniform color. Assume repair to 135 lineal feet of wall cap. See Detail 11/D-l. 6.0 Chimney Caps 6.1a Remove the chimney cap and repair unsoldered drip corners and edges. Prepare, prime and paint the chimney cap tops and side surfaces. Grind down the chimney stucco walls to a thickness of 7/8" and apply new stucco finish to match existing. Paint all stucco surfaces of chimney in conjunction with other painting work. Reinstall metal chimney cap. Seal cap fasteners. See repair Detail l/D-2. 7.0 Light Poles 7.1 Painted steel light poles. Repair onlv 'Gooseneck' style site light poles at common areas. Remove and discard existing sheet metal covers at the base ofthe lights. Use wire wheel or other mechanical means to remove loose paint and rust on the metal light poles back to clean metal. Sand entire painted pole to aid adhesion. Prime area of exposed metal. Clean pole and repaint entire pole for uniform color. Install new white, plastic, one piece base covers. Adjust irrigation adjacent to pole. Repair to occur at 15 poles total. See repair Details 4/D-2, & 5/D-2. 7.1 Alternate - Remove and discard existing sheet metal covers at the base of the lights. Remove and replace all steel poles with new galvanized steel poles. Shut off power to the lights. Remove and salvage gooseneck fixture from the pole. Open hand hole and disconnect wiring pole. Remove anchor bolt nuts and existing pole. Install base plate adapters as required. Install new pole on base. Pull new wiring up to top of the pole. Reinstall salvaged fixtures on to the new poles. Install new white, plastic, one piece base covers. Adjust irrigation adjacent to pole. Repair to occur at 15 poles total. See repair Detail 5/D-2. 8.0 Water Damage Repair These supplemental repairs are our best estimate ofthe work needed to remove water damaged building components at locations below weather exposed doors. These repairs are in addition to the repairs listed in 1.1a (1-6). Referto Section 028500 Mold Remediation. 8.1 There are 106 locations total for water intrusion repairs at weather exposed entry doors, outswing French doors, inswing French doors. 8.2 Tier 0 = 4 locations over stucco soffits of the garage 1929 & 1933 Units 201 (Entry and French door repair locations). No supplemental repairs required. 8.3 Tier 1= 21 Locations- place plastic film on floor and walls sufficient to protect the work area. Hang plastic sheeting to contain the work area from the remainder of the space. Remove the 34" type X drywall ceiling below the weather exposed door ofthe unit above, assume removal of 16 square feet of ceiling drywall at the first layer and 8 square feet at the second layer of ceiling drywall. Remove and replace sound attenuation insulation. Clean and treat any framing observed to be contaminated at the area where the ceiling is removed. Install new drywall to match existing at the area where the ceiling is removed. Tape and texture drywall to match. Prime and paint SUMMARY OF WORK 011100-7 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California drywall for uniform color. Assume repainting 50 square feet per location average (21 locations) Buildings 1925, 37, 41, 45, 49 Units 200, 201, 213, 214, Building 1929 Unit 203 French door. 8.4 Tier 2 = 81 Locations Place plastic film on floor and walls sufficient to protect the work area. Hang plastic sheeting to contain the work area from the rest of the occupied space. Remove the Vz" type X drywall ceiling below the entry door ofthe unit above, assume removal of 32 square foot of ceiling drywall at the first layer and 18 square feet at the second layer of ceiling drywall. Remove and replace sound attenuation insulation. Clean and treat any framing observed to be contaminated at the area where the ceiling is removed. Install new drywall to match existing at the area removed. Tape and texture drywall to match. Prime and paint drywall for uniform color. Assume repainting 300 square feet per location average. At 10 locations within the affected units increase the size ofthe protection to include the inswinging French door near entry door, see 1.1a (2) for locations. Provide a second drywall cut similar to the first cut in the ceiling. Remove and replace sound attenuation insulation at the area of the cut. Treat any framing observed to be contaminated. Prior to removing plastic containment, damp wipe and HEPA filter vacuum the plastic sheeting prior to dismantling the plastic protection. 8.5 An independent Certified Industrial Hygienist is to visually inspect openings (102 locations) and to provide clearance sampling as needed to confirm remediation is complete. END OF SECTION SUMMARY OF WORK 011100-8 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 012600 CONTRACT MODIFICATION PROCEDURES 1.01 CHANGE ORDER PROCEDURES A. The Owner, without invalidating the Contract, and without notice to the sureties on the bond guaranteeing the performance ofthe Contract, reserve the right to order extra work or make changes by altering, adding to, or deducting from the work, the Contract sum being equitable adjusted accordingly. B. AIA document G701 Proposal Request will be issued to secure a price quotation. This is not an approval to proceed with the work. C. The cost or credit to the owner resulting from a change in the work shall be determined by mutual acceptance of a lump sum. Each change in Contract price shall be itemized and submitted for approval in the following format: 1. Materials (attached itemized quantity unit cost) 2. Equipment* 3. Labor (attached itemized hours and rates)** 4. Subtotal 5. Subcontractor overhead and profit at % 6. P.L., P.D., Compensation Insurance, Social Security, and Unemployment Taxes ( of Item 3) 7. Sales tax: 8. Subtotal 9. General Contractor's overhead and profit, per agreement 10. Subtotal 11. Bond Premium (not to exceed 1% of Item 10, where applicable) 12. Total *Major equipment or rentals only, small tools to be included in Item 5 ** Direct field labor only, general supervision to be included in Item 5 D. Upon approval of price quotation, AIA Document G710 Change Order, will be issued to modify the Contract Documents. E. No Change Orders or modifications to the Contract shall be valid without the signature of the parties to the contract. END OF SECTION CONTRACT MODIFICATION PROCEDURES 012600-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 012900 PAYMENT PROCEDURES PARTI-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements governing the Contractor's Application for Payment. 1.3 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the Schedule of Values with preparation of the Contractor's Construction Schedule. B. Coordination: Each prime Contractor shall coordinate preparation of its Schedule of Values for its part ofthe Work with preparation ofthe Contractor's Construction Schedule: 1. Correlate line items in the Schedule of Values with other required administrative schedules and forms, including: a. Contractor's Construction Schedule b. Application for Payment forms, including Continuation Sheets c. List of Subcontractors d. Schedule of allowances e. Schedule of alternatives f. List of products g. List of principal suppliers and fabricators h. Schedule of submittals 2. Submit the Schedule of Values to the Architect at the earliest possible date but no later than 7 days before the date scheduled for submittal of the initial Application for Payment. 3. Subschedules: Where Work is separated into phases requiring separately phased payments, provide subschedules showing values correlated with each phase of payment. C. Format and Content: Use the Project Manual table of contents as a guide to establish the format for the Schedule of Values. Provide at least one line item for each Specification Section. PAYMENT PROCEDURES 012900-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location b. Name of the Architect c. Project number d. Contractor's name and address e. Date of submittal 2. Arrange the Schedule of Values in tabular form with separated columns to indicate the following for each item listed: a. Related Specification Section or Division b. Description of Work c. Name of subcontractor d. Name of manufacturer or fabricator e. Name of supplier f. Change Orders (numbers) that affect value g. Dollar value Percentage of Contract Sum to nearest one-hundredth percent, adjusted to 100 percent. 3. Provide a breakdown ofthe Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Break principal subcontract amounts down into several line items. 4. Round amounts to nearest whole dollar; the total shall equal the Contract Sum 5. Provide a separate line item in the Schedule of Values for each part ofthe Work where Applications for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on-site and items stored off-site. Include requirements for insurance and bonded warehousing, if required. 6. Provide separated line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7. Unit-Cost Allowances: Show the line-item value of unit-cost allowances, as a product of the unit cost, multiplied by the measured quantity. Estimate quantities from the best indication in the Contract Documents. 8. Margins of Cost: Show line items for indirect costs and margins on actual costs only when such items are listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete. PAYMENT PROCEDURES 012900-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California Include the total cost and proportionate share of general overhead and profit margin for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at the Contractor's option. 9. Schedule Updating: Update and resubmit the Schedule of Values prior to the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.4 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. 1. The initial Application for Payment, the Application of Payment at the time of Substantial Completion, and the final Application for Payment involve additional requirements. B. Payment-Application Times: Each progress-payment date is indicated in the Agreement. The period of construction work covered by each Application for Payment is the period indicated in this Agreement. C. Payment-Application Times: The date for each progress payment is the s"" day of each month. The period covered by each Application for payment starts on the day following the end of the preceding period and endslS days prior to the date for each progress payment. D. Payment-Application Forms: Use AIA Document G702 and Continuation Sheets G703 as the form for Applications for Payment. E. Application Preparation: Complete every entry on the form. Include execution by a person authorized to sign legal documents on behalf of the Contractor. The Architect will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and the Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application. F. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to the Architect by a method ensuring receipt within 24 hours. One copy shall be complete, including waivers of lien and similar attachments, when required. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information related to the application, in a manner acceptable to the Architect. G. Waivers of Mechanics Uen: With each Application for Payment, submit waivers of mechanics lien from every entity who is lawfully entitled to file a mechanics lien arising out of the Contract and related to the Work covered by the payment. PAYMENT PROCEDURES 012900-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California Waivers of Mechanics Lien: With each Application for Payment, submit waivers of mechanics lien from subcontractors, sub-subcontractors and suppliers for the construction period covered by the previous application. 1. Submit partial waivers on each item for the amount requested, prior to deduction retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. The Owner reserves the right to designate which entities involved in the Work must submit waivers. Final Payment Application: Administrative actions and submittals that must precede or coincide with the submittal ofthe final Application for Payment include the following: 1. Completion of Project closeout requirements 2. Completion of items specified for completion after Substantial Completion 3. Ensure that unsettled claims will be settled 4. Ensure that incomplete Work is not accepted and will be completed without undue delay 5. Transmittal of required Project construction records to the Owner 6. Certified property survey 7. Proof that taxes, fees, and similar obligations were paid 8. Removal of temporary facilities and services 9. Removal of surplus materials, rubbish, and similar elements 10. Change of door locks to Owner's access END OF SECTION PAYMENT PROCEDURES 012900-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 013100 PROJECT MANAGEMENT AND COORDINATION PARTI-GENERAL 1.1 RELATED DOCUMENTS The Contract Documents, including but not limited to, the Drawings and individual Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative provisions for coordinating construction operations on the Project including, but not limited to, the following: 1. General project coordination procedures. 2. Administrative and supervisory personnel. 3. Coordination drawings. 4. Requests for Information (RFls). 5. Project meetings. B. Each contractor shall participate in coordination requirements. Refer to Section 0111000 - Summary of Work for certain areas of responsibility that are assigned to a specific contractor. C. Related Sections: 1. Section 011100 - Summary of Work, for a description of the division of work among separate contracts and responsibility for coordination activities not in this Section. 2. Section 017800 - Closeout Submittals, for coordinating closeout of the Contract. 1.3 DEFINITIONS A. RFI: Request from the Owner, Design Professional, or Contractor seeking information from each other during construction. 1.4 COORDINATION A. Coordination for Single Contract Project: Coordinate construction operations included in different Sections ofthe Specifications to ensure efficient and orderly installation of each part PROJECT MANAGEMENT AND COORDINATION 013100-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation. 1. The Contractor shall utilize the bid milestone schedule included in the Contract Documents to prepare a CPM schedule in accordance with Section 013200 - Construction Progress Documentation. The Contractor shall submit the proposed CPM schedule to the Owner within 10 days of the Notice to Proceed. 2. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 3. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair. 4. Make adequate provisions to accommodate items scheduled for later installation. B. Coordination for Multi Contracts Project: Every Contract associated with the Project may not be executed at the same time and each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the work. Each contractor shall coordinate its operations with operations, included in different Sections that depend on each other for proper installation, connection, and operation. 1. Each Contractor shall utilize the bid milestone schedule included in the Contract Documents to prepare a CPM schedule, of their Work, in accordance with Section 013200 - Construction Progress Documentation. The Owner will furnish the schedule template, in electronic file, to each Contractor after the Notice to Proceed. Each Contractor shall provide CPM schedule requirements, within 15 days afterthe Notice to Proceed, to the Owner, so the Owner can prepare a fully coordinated CPM schedule. The Owner shall submit the coordinated CPM schedule to each Contractor for signature indicating approval of the CPM schedule by each Contractor. If Contractor refuses to sign schedule, the Owner can impose CPM Schedule and Contractor must comply with schedule. 2. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 3. Coordinate installation of different components with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair. 4. Make adequate provisions to accommodate items scheduled for later installation. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Coordination of the Owner's P6 Project Management CPM schedule. 2. Coordination of the commissioning process and activities. 3. Preparation of the schedule of values. PROJECT MANAGEMENT AND COORDINATION 013100-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 4. Entering dates each required submission item listed on the Contractor's Submission Schedule will be submitted, coordinated with the CPM Schedule. 5. Installation and removal of temporary facilities and controls. 6. Delivery and processing of submittals. 7. Progress meetings. 8. Preinstallation conferences. 9. Project closeout activities. 10. Startup and adjustment of systems. D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste. 1.5 KEY PERSONNEL A. Key Personnel Names: As part ofthe bid package, submit a list of key personnel assignments with resume and job qualifications, including project manager, project scheduler, commissioning agent, superintendent and other personnel in attendance at the Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers, and email addresses. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to the Project. 1.6 REQUESTS FOR INFORMATION (RFls) A. General: Immediately on discovery ofthe need for additional information or interpretation of the Contract Documents, the Contractor shall prepare and submit an RFI in the form specified. 1. Coordinate and submit RFls in a prompt manner so as to avoid delays in the Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following: 1. Project name. 2. Project number. 3. Date. 4. Name of Contractor. 5. Name of Architect. 6. RFI number, numbered sequentially. 7. RFI subject. 8. Specification Section number and title and related paragraphs, as appropriate. 9. Drawing number and detail references, as appropriate. 10. Field dimensions and conditions, as appropriate. PROJECT MANAGEMENT AND COORDINATION 013100-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 11. Contractor's suggested resolution. If Contractor's solution(s) impacts the date of Substantial Completion or the Contract Sum, Contractor shall state impact in the RFI. 12. Contractor's signature. 13. Attachments: Include sketches, descriptions, measurements, photos. Product Data, Repair Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation. a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches. C. RFI Forms: The Owner's Architect-generated form with substantially the same content as indicated above. D. Architect's Action: The Architect will review each RFI, determine action required, and respond. Allow a reasonable amount of working days for the Design Professional's response for each RFI. RFls received by the Architect after 1:00 p.m. will be considered as received the following working day. 1. The following RFls will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for coordination information already indicated in the Contract Documents. d. Requests for adjustments in the date for Substantial Completion or the Contract Sum. e. Requests for interpretation of the Architect's actions on submittals. f. Incomplete RFls or inaccurately prepared RFls. 2. The Architect's action may include a request for additional information, in which case the Design Professional's time for response will date from time of receipt of additional information. 3. The Architect's action on RFls that may result in a change to the date of Substantial Completion or the Contract Sum may be eligible for the Contractor to submit a Claim in accordance with procedures in General Conditions, Article 10 - Claims and Disputes. a. If the Contractor believes the RFI response warrants change in the date of Substantial Completion or the Contract Sum, notify the Owner in writing within fifteen (15) days of receipt ofthe RFI response. E. On receipt of the Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify the Owner and Architect within five days ifthe Contractor disagrees with response. F. RFI Log: Coordinate and cooperate with the Owner to prepare, update and maintain the Owner's use of Contract Manager software log. The software log will include not less than the following: PROJECT MANAGEMENT AND COORDINATION 013100-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 1. Project name. 2. Name and address of Contractor. 3. Name and address of Design Professional. 4. RFI number including RFls that were dropped and not submitted. 5. RFI description. 6. Date the RFI was submitted. 7. Date Design Professional's response was received. 8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. 9. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate. 1.7 PROJECT MEETINGS A. General: The Owner and/or Architect will schedule and conduct meetings at the Project site, unless otherwise indicated. 1. Attendees: The Owner and/or Architect will inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. 2. Agenda: The Owner and/or Architect will prepare the meeting agenda through the use of the Owner's Contract Manager software and distribute the agenda to all invited attendees. 3. Minutes: The Owner and/or Architect will record significant discussions and agreements achieved in Contract Manager and distribute the meeting minutes to everyone concerned. B. Construction Kick-off Meeting: The Owner will schedule and conduct a construction kick-off meeting before starting construction, at a time convenient to the Owner and Architect, upon issuance ofthe Notice to Proceed. 1. The meeting shall review responsibilities and personnel assignments. 2. Attendees: The Owner, Architect and their consultants; the Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the meeting shall be familiar with the Project and authorized to make binding decisions on matters relating to the Work. 3. Agenda: The meeting agenda will include items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Phasing. c. Critical work sequencing and long-lead items. d. Designation of key personnel and their duties. e. Lines of communications. f. Procedures for processing field decisions and Change Orders. g. Procedures for RFls. PROJECT MANAGEMENT AND COORDINATION 013100-5 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California h. Procedures for testing and inspecting. i. Procedures for processing Applications for Payment, j. Distribution of the Contract Documents. k. Submittal procedures. I. Sustainable design requirements. m. Preparation of As-Builts and turnover documents. n. Use of the premises. 0. Work restrictions. p. Working hours. q. Owner's occupancy requirements. r. Responsibility for temporary facilities and controls. s. Procedures for moisture and mold control. t. Procedures for disruptions and shutdowns. u. Construction waste management and recycling. V. Parking availability. w. Office, work, and storage areas. X. Equipment deliveries and priorities. y. First aid. z. Security. aa. Progress cleaning. bb. Safety. 4. Minutes: The Owner and/or Architect will use Contract Manager to record and distribute meeting minutes. C. Progress Meetings: The Owner will conduct progress meetings at regular intervals. 1. Coordinate dates of meetings with preparation of payment requests. 2. Attendees: The Owner, the Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with the Project and authorized to make binding decisions on matters relating to the Work. 3. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status ofthe Project. a. The P6 Project Management Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to the Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next scheduled progress meeting period. PROJECT MANAGEMENT AND COORDINATION 013100-6 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Progress cleaning. 10) Quality and work standards. 11) Status of correction of deficient items. 12) Field observations. 13) Status of RFls. 14) Status of proposal requests. 15) Pending changes. 16) Status of Change Orders. 17) Pending claims and disputes. 18) Documentation of information for payment requests. 4. Minutes: The Owner and/or Architect entity responsible for conducting the meeting will use Contract Manager to record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Coordinate with the Owner to revise the P6 Project Manager Schedule after each progress meeting where revisions to the schedule have been made or recognized. The Owner will issue revised schedule concurrently with the report of each meeting. D. Preinstallation Meetings: The Owner may conduct preinstallation meetings at the Project site before each construction activity that requires coordination with other construction and major assemblies of the Work requiring tight control and coordination. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow shall attend the meeting. The Owner to advise the Contractor, Design Professional and Owner's Commissioning Authority of scheduled meeting dates. 2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following: a. Contract Documents. b. Options. c. Related RFls. d. Related Change Orders. PROJECT MANAGEMENT AND COORDINATION 013100-7 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California e. Purchases. f. Deliveries. g. Submittals. h. Review of mockups. i. Possible conflicts. j. Compatibility problems. k. Time schedules. I. Weather limitations. m. Manufacturer's written recommendations. n. Warranty requirements. o. Compatibility of materials. p. Acceptability of substrates. q. Temporary facilities and controls. r. Space and access limitations. s. Regulations of authorities having jurisdiction. t. Testing and inspecting requirements. u. Installation procedures. V. Coordination with other work. w. Required performance results. X. Protection of adjacent work. y. Protection of construction and personnel. 3. The Owner and/or Architect will use Contract Manager to record significant meeting discussions, agreements, and disagreements, including required corrective measures and actions. 4. Reporting: The Owner and/or Architect will distribute minutes of the meeting to each party present and to other parties requiring information. 5. Do not proceed with installation if the meeting cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the meeting at earliest feasible date. E. Project Closeout Conference: The Owner will schedule and conduct a Project closeout conference, at a time convenient to the Owner and Design Professional, but no later than sixty (60) days prior to the scheduled inspection date for Substantial Completion. 1. The Owner will conduct the conference to review requirements and responsibilities related to the Project closeout. 2. Attendees: The Owner, the Architect, and their consultants; the Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the meeting. Participants at the meeting shall be familiar with the Project and authorized to make binding decisions on matters relating to the Work. 3. Agenda: Discuss items of significance that could affect or delay the Project closeout, including the following: a. Submission of turnover documents. PROJECT MANAGEMENT AND COORDINATION 013100-8 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance. c. Requirements for demonstration and training. d. Preparation of Contractor's punch list. e. Procedures for processing Applications for Payment at Substantial Completion and for final payment. f. Coordination of separate contracts. g. Owner's partial occupancy requirements. h. Installation of Owner's furniture, fixtures, and equipment. i. Responsibility for removing temporary facilities and controls. j. Warranty Binder Handoff: warranty periods, processes and procedures, delivery of as-builts, etc. 4. Minutes: The Owner and/or Architect conducting meeting will use Contract Manager to record and distribute meeting minutes. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION PROJECT MANAGEMENT AND COORDINATION 013100-9 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 013119 PROJECT MEETINGS PARTI-GENERAL 1.01 PRE-CONSTRUCTION CONFERENCE A. The Owner will schedule conference at Project site prior to Contractor occupancy. B. Attendance: Architect, Owner, Consultants, Contractor and major subcontractors. C. The purpose of the conference is to establish the working relationships between the Owner, the Architect, and the Contractor during the construction ofthe project. Areas of responsibility, operational procedures, payment processing, and scheduling will be covered in detail. 1.02 PROGRESS MEETINGS A. Contractor shall conduct and administer regularly scheduled progress meetings throughout progress ofthe Work: Progress meetings as decided at pre-construction conference, and called meetings. 1. The Contractor is to be responsible for recording the minutes and distributing within two days to participants and those affected by decisions made at the meetings. B. Contractor shall make physical arrangements for meetings and prepare agenda with copies for participants and preside at meetings. C. Attendance: Job superintendent, major subcontractors and suppliers when specifically requested; - Architect and Owner as appropriate to agenda topics for each meeting. D. Suggested Agenda: Review of Work progress, payment requests, status of progress schedule and adjustments thereto, delivery schedules, submittals, maintenance of quality standards, pending changes and substitutions, review status of record drawings, and other items affecting progress ofthe Work. END OF SECTION PROJECT MEETINGS 013119-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 013300 SUBMITTAL PROCEDURES PARTI-GENERAL 1.01 SAMPLES A. Furnish for review samples of the various materials, together with the finish thereon, as specified and intended to be used on or in the work. Samples shall be sent to the office ofthe Architect, carriage prepaid. B. Submit all samples for review before purchasing, fabricating, applying or installing such materials and finishes. The Architect will review or ask for resubmission of samples within 10 days ofthe Contractor's submission. All reviews will be in writing. C. Submit two samples, other than field samples. The samples shall be assigned a submittal number. A covering letter shall accompany the samples and shall list all items being transmitted, designating their particular usage and location in the project and shall be identified as to manufacturer, trade name, style, model, etc. One reviewed sample shall be returned to the Contractor. D. Review of a sample shall not be taken in itself to change or modify any contract requirement. All materials, finishes, and workmanship in the complete building shall be equal in every respect to that of the reviewed sample. E. All samples where applicable shall be 8" x 10" in size and shall be limited in thickness to a minimum consistent with sample analysis. In lieu thereof, the actual full size item shall be submitted. F. Samples of value may be returned to the Contractor for use in the project after review, analysis, comparison and/ortesting as may be required by the Architect. G. Field samples shall be prepared at the site by the Contactor as specified in the various sections of these Specifications. Affected finish work shall not be commenced until the Architect has given a written review for the field samples. 1.02 SHOP DRAWING A. The Contractor shall check and verify all field measurements and shall submit for review, with such promptness as to cause no delay in his own work or in that of any other contractor or subcontractor. Provide all shop or setting drawings and schedules required for the work of the various trades. The Contractor shall stamp all shop drawings with the following information: Submittal numbers, statement of review, date and initials ofthe Contractor, and specification section that the submittal applies to. Statement of review shall be affixed to all pages and/or drawings of each submittal and shall clearly state that the Contractor has reviewed the submittal for conformity to the contract documents. This statement may be in SUBMITTAL PROCEDURES 013300-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California the form of a stamp bearing the Contractor's signature. Shop drawings shall be prepared at the Contractor's expense and shall be send to the office ofthe Architect, carriage prepaid. B. The term "shop drawings" as used herein includes fabrication, erection and installation, layout, and setting drawings, manufacturers' standard drawings, descriptive literature, catalogs and brochures, performance and test data, wiring and control diagrams, all other drawings and descriptive data pertaining to materials, equipment, piping duct and conduit systems, methods of construction as may be required to show that the materials, equipment or systems, and the positions thereof conform to the Contract Documents. As used herein, the term "manufactured" applies to standard units usually mass-produced; and "fabricated" means specifically assembled or made out of selected materials to meet individual design requirements. C. Shop drawings shall establish the actual detail of all manufactured or fabricated items, indicate proper relation of adjoining work, amplify design details of mechanical and electrical equipment in proper relation to physical spaces in the structure, and incorporate minor changes of design or construction to suit actual conditions. Shop drawings shall be drawn to scale and shall be completely dimensioned. D. Except as specifically permitted by the Architect, make all submittals in groups containing all associated items. Partial submittals may be rejected by the Architect as non-complying submittals. E. Submittals shall be made far enough in advance of scheduled fabrication and installation dates to allow adequate time for reviews, including reviews by Architect's Consultants. In no case shall submittals be made less than 20 working days prior to scheduled fabrication or instruction. Do not purchase materials or equipment or begin construction activities covered by required submittals until submittals have been reviewed and returned. F. Shop Drawings shall be submitted as follows: 1. Five prints of each drawing. Non-reproducible quality transparancies will be rejected. 2. Brochures, schedules, material lists, etc. five copies. 3. Submittals stamped "REVIEWED", requires no further action by the Architect and fabrication and/or construction may proceed. The Architect shall return the Contractor, the stamped transparency and/or one stamped copy of brochures, schedules, materials lists, etc. except where required otherwise. 4. Submittals stamped "FURNISH AS CORRECTED" requires no further action by the Architect and fabrications and/or construction may proceed contingent upon all corrections being made as noted. Quantities returned to be as specified. SUBMITTAL PROCEDURES 013300-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 5. Submittals stamped "REJECTED" or "REVISE AND SUBMIT", requires the Contractor to resubmit them with reasonable promptness and no fabrication or construction may begin. The Architect shall return to the Contractor; the stamped and reviewed transparency and/or the brochures, schedules, materials lists, etc., attached to the Submittal Review Form. 6. Resubmittals: If first or subsequent submittal is stamped "REJECTED" or "REVISE AND RESUBMIT", corrective action shall be taken and resubmittal procedure shall be same as for first submittal. A resubmittal shall be assigned a new number with reference made to the original submittal number. The Contractor shall direct specific attention in writing or on resubmitted shop drawings to revisions other than the correction requested by the Architect or previous submissions. The Architect or his consultants may, at their option, charge the Contractor for the time required to perform subsequent reviews of non- complying items. 7. Distribution Copies: One reproducible sepia or one copy of brochures, schedules, materials lists, etc., shall be returned to Contactor. The Contractor shall be responsible for obtaining required prints and for distributing to Subcontractors. All distribution copies shall be made from the transparency or copy bearing the Architects stamp. The Architect will check and review, with reasonable promptness, such drawings and schedules onlyfor conformance with the design concept ofthe project and compliance with information given in the contract documents. When so directed by the Architect, the Contractor shall make any and all corrections required by the Architect. The shop drawings and all supporting data, catalogs, etc., shall be prepared by the Contractor or his suppliers and subcontractors, but shall be submitted as the instruments ofthe Contractor. The Contractor shall check the drawings of his suppliers and subcontractors as well as his own drawings before submitting them to the Architect. In particular, the Contractor shall ascertain that the drawings meet all requirements of the contract drawings and specification and conform to the structural and space conditions. If such shop drawings show variations from contract documents, whether because of standard shop practice or other reasons, the Contractor shall make special mention thereof in his letter of transmittal. The Architect's review of shop drawings shall be general only and shall not relieve the Contractor from responsibility for errors of any sort, for deviations from drawings or specifications, or for conflict with the work of others that may result from such deviations. Architect's review of a separate item does not indicate a review of an assembly in which the item functions. SUBMITTAL PROCEDURES 013300-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California K. No work shall be done except from reviewed shop drawings. In no case shall fabrications commence priorto receipt of reviewed shop drawings bearing stamp marked "REVIEWED" or "FURNISH AS CORRECTED" 1.03 COORDINATED DRAWINGS A. Submit drawings which indicate routing, locations, sizes, types and numbers of components in concealed spaces where potential conflict may occur between structures, mechanical, electrical, fire sprinklers, communications and ceiling suspension systems. B. Indicate locations of all ceiling penetrations and surface mounted items. Provide cross sections at all areas to indicate support of ceilings and non-interference with work of other sections of the specifications. Cross sections shall indicate coordination required and proposed solutions of routing of elements where potential conflict exists. Reproduction of Architect's reflected ceiling plan is not acceptable. C. Drawings shall be based on field measurements, shop drawings and product data. D. Conflicts shall be brought to Architects attention immediately. E. Submit to the Architect, in writing, requests for clarification or interpretations that will effect the intent ofthe Contract Documents. F. The coordinated drawings shall indicate each class of work in the affected area. The drawing or written submittal shall include the recommendations for the solution of any potential conflicts. G. Submit the coordinated drawings in a scale of not less than 1/8" = T'-O" with necessary sections and profiles. Submit the coordinated drawings as one reproducible and two blueline prints. H. The Architect will review the submittals, make appropriate notations and comments to ensure the solution meets the intent ofthe Contract Documents and then return to Contractor for implementation. 1.04 PRODUCT DATA A. Mark each copy to identify applicable products, models, options and other data; supplement manufacturer's standard data to provide information unique to the work. Include manufacturer's installation instructions when required by the specification section. B. Submit three copies. 1.05 MANUFACTURERS CERTIFICATES A. Submit certificates, in duplicate, in accordance with requirements of each specification section. 1.06 SCHEDULE OF SUBMITALS A. Contractor shall provide to the Architect and Owner the proposed phasing plan for exterior threshold work to ensure minimal disruption to tenants and maintain safe exits. SUBMITTAL PROCEDURES 013300-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California B. Contractor shall provide to the Architect a list of submittals of those items to be reviewed prior to commencement of construction. The Architect will review and amend such list as necessary to conform to the contract documents. END OF SECTION SUBMITTAL PROCEDURES 013300-5 La Costa Paloma 1925-1953 Dove Lane Carlsbad, Caltfornia SECTION 015000 TEMPORARY FACILITIES AND CONTROLS PARTI-GENERAL 1.01 DESCRIPTION A. Furnish, install, and maintain temporary utilities as required to perform the work. B. Materials, installation, and maintenance of temporary utilities shall be in compliance with applicable regulatory requirements. C. Remove temporary utilities, including associated materials and equipment when no longer required. Restore and recondition areas ofthe site damaged or disturbed by temporary utilities or their installation. Remove and properly dispose of debris resulting from removal and reconditioning operations. 1.02 TEMPORARY UTILITIES A. Temporary Electrical Power and Lighting: 1. Coordinate with owner/On-site Manager for use of power and payment for power used. B. Temporary Water: 1. Coordinate with owner/On-Site Manager for use of water and payment for water used. C. Temporary Sanitary Facilities: Locate as approved by the On Site Manager. Maintain in a neat, sanitary condition, adequately supplied. 1.03 CONSTRUCTION AIDS A. Plant and Equipment: 1. Furnish, operate, and maintain a complete plant for fabricating, handling, conveying, installing, and erecting work and materials required under the Contract. Include scaffolding hoists and conveyances for transporting workers and transporting and placing materials; debris chutes; and tools, appliances, power equipment, and other required items. Furnish, arrange, and set up the plant to facilitate the proper and timely performance of the work. 2. Maintain plant and equipment in safe operating condition. Repair damages due to the use of defective plant and equipment, at no increase in Contract Sum. B. Use of Stairs: 1. Owner designated stairways may be used for construction operations. 2. Protect stairways from damage from construction operations. 3. Do not overload stairways beyond their rated capacities. 1.04 BARRIERS AND ENCLOSURES A. Provide and maintain suitable temporary barriers as required to prevent public entry; protect the work and existing facilities, persons, and trees and plants from damage or injury from construction operations. TEMPORARY FACILITIES AND CONTROLS 015000-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California B. Tree and Plant Protection: 1. Preserve and protect existing trees and plants not designated or required to be removed, and those adjacent to the site. 2. Consult with the Owner prior to removal of roots and branches, which interfere with construction operations. 3. Provide barriers to a minimum height of 6'-0" around each tree and plant, or around groups in the proximity of construction operations. 4. Prohibit vehicular traffic or parking, storage of materials or products, prevent dumping of refuse or chemically injurious materials or liquids or ponding or continuous running water within drip lines. 5. Supervise excavating, grading, and filling, and subsequent operations to prevent damage. 6. Replace, or suitably repair trees and plants designated to remain that are damaged or destroyed as a result of construction operation, at no increase in Contract Sum. 7. Remove and replace soil that has been contaminated by materials harmful to trees and plants during the performance ofthe work at no increase on Contract Sum. 1.05 SECURITY A. Secure, maintain, and protect the work, stored materials, equipment, and temporary facilities until time of acceptance, or such earlier time as Owner may choose to assume such responsibility. B. Install temporary enclosure of partially completed construction areas to prevent unauthorized entrance, vandalism, and theft. C. Secure temporary storage areas as required to prevent theft. 1.06 TEMPORARY CONTROLS A. Noise and Vibration Control: 1. Comply with applicable regulatory requirements for the operation of powered construction equipment. 2. Equipment and impact tools shall have intake and exhaust mufflers. 3. Cooperate with Owner if the use of noisy equipment becomes objectionable. B. Dust and Dirt Control: 1. Conduct construction operations to prevent windblown dust and dirt from interfacing with the progress of work, or impacting Owners on-going use ofthe property. 2. Periodically water exterior construction areas as required to minimize the generation of dust and dirt. 3. Hauling equipment and trucks carrying loads of soil and debris shall have their loads sprayed with water or covered with tarpaulins. 4. Prevent dust and dirt from accumulating on walks, roadways, parking areas, and planting, and from washing into sewer and storm drains. C. Water Control: Do not permit surface of subsurface water, and other liquids to accumulate on or in areas adjacent to the Project site. Should such conditions be encountered or develop, control the water, or other liquid, and suitably dispose of by means of temporary pumps, piping, drainage lines, troughs, ditches, dams, or other methods. D. Pollution Control: 1. No burning of refuse, debris, or other materials will be permitted on or in the vicinity of the Project site. TEMPORARY FACILITIES AND CONTROLS 015000-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 2. Comply with regulatory requirements and anti-pollution ordinance during the performance of demolition, construction and disposal operations. 1.07 PROJECT IDENTIFICATION AND SIGNS A. Not Used. 1.08 FIELD OFFICES AND SHEDS A. Existing facilities/locations at the Project site will be available for use for field offices or storage during construction repair work. Verify location with Owner/On-Site Manager after contract award. PART 2 - PRODUCTS A. Not Used. PART 3-EXECUTION A. Not Used. END OF SECTION TEMPORARY FACILITIES AND CONTROLS 015000-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 016300 PRODUCT SUBSTITUTION PROCEDURES PARTI-GENERAL 1.01 PRODUCT OPTIONS A. For products specified only by reference standard, select product meeting that standard, by any manufacturer. B. For products specified by naming several products or manufacturers, select any one of the products or manufacturers named. C. For products specified by naming one or more products or manufacturers and stating, "or other approved", or "or approved equal", or other such wording on Drawings or within Specifications Sections, submit a request for substitutions for any product or manufacturer which is not specifically named, but only after submitting bid on specified products and systems. 1. Use attached Substitution Request Form. 1.02 SUBSTITUTIONS A. Within 10 days after award of contract, formal requests will be considered for substitutions of products in place of those specified. Afterthe end ofthat period, substitution requests will be considered only if specified product or system has gone out of production subsequent to bidding, or specified product or system has been deemed illegal or dangerous by governing agencies having jurisdiction over this project. B. It is the intent ofthe Owner and Architect to have this project constructed with materials, products and systems originally designed and specified into project. This opportunity to request substitutions is not for the convenience of bidders or contractors to submit bid for materials, products and systems which may be more familiar to them, or having lesser cost. C. Submit separate request for each substitution. Support each request with an explanation for the request, and include: 1. Complete data substantiating compliance of proposed substitutions with requirements stated in Contract Documents: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature; identify: 1) Product description 2) Reference standards 3) Performance and test data c. Samples, as applicable. PRODUCT SUBSTITUTION PROCEDURES 016300-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California d. Name, address, and date of similar products on which product has been used, and date of each installation, as well as servicing agency and installer. 2. Itemized comparison of the proposed substitution with products specified, listing significant variations. 3. Data relating to changes in the construction schedule. 4. Any effect of substitution on separate contracts. 5. Any effect of substitution on in-place construction, or other materials and systems to be installed. 6. Accurate cost data comparing proposed substitution with product specified. 7. Designation of required license fees or royalties. 8. Designation of availability of maintenance services and sources of replacement materials. D. Substitutions will not be considered for acceptance when: 1. Lesser material cost is the sole reason for request. 2. They are indicated or implied on shop drawings or product data submittals without formal request. 3. Acceptance may require revision of Contract Documents. E. Substitute products shall not be ordered or installed without written acceptance and authorization of Owner and Architect. F. Only the Owner and his representatives will determine the acceptability of proposed substitutions. 1.03 REPRESENTATIONS A. In making a legitimate, authorized formal request for substitution, represent that: 1. A thorough investigation has transpired concerning the proposed product, and it has been determined that it is equal to or superior in all respects to that specified. 2. The same warranties or bonds, and guarantees will be provided as for that specified. 3. Installation of the accepted substitution will be coordinated into the work; and such changes to in-place work, ordered materials and products, or other work to be in progress priorto installation ofthe requested substitutions, will be performed without any additional cost to Owner. 1.04 DUTIES A. Requests for substitutions must be expeditiously forwarded for consideration. B. Notification of decisions concerning acceptance or rejection will be in writing, and are final without need for clarification. PRODUCT SUBSTITUTION PROCEDURES 016300-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SUBSTITUTION REQUEST FORM Failure to complete this form with information required will nullify any request for substitution. TO: PROJECT: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution:, Attach complete technical data, including laboratory test, ifapplicable. Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Submit with request all necessary samples and substantiating data to prove equal quality and performance to that which is specified. Clearly mark manufacture's literature to indicate equality in performance. Fill in the blanks below: A. Does the substitution affect dimensions shown on Drawings? Yes No . if yes, clearly indicate changes. B. Will the undersigned pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? C. What affect does substitution have on other trades? D. What affect does substitution have on applicable code requirements?. E. Differences between proposed substitution and specified item?_ F. Manufacturer's guarantees of the proposed and specified items are: Same Different (explain on attachment) G. ICBO Number of proposed substitution: PRODUCT SUBSTITUTION PROCEDURES 016300-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California FOR USE BY DESIGN CONSULTANT Accepted ^Accepted as Noted Not Accepted Received Too Late Approved as alternate- see bid form CERTIFICATION OF EQUAL PERFORMANCE AND ASSUMPTION OF LIABILITY FOR EQAUL PERFORMANCE The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: By_ Signature Title Date Firm Remarks Address Telephone Date Signature must be by person having authority to legally bind his firm to the above terms. Failure to provide legally binding signature will result in retraction of approval. END OF SECTION PRODUCT SUBSTITUTION PROCEDURES 016300-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 017400 CLEANING PARTI-GENERAL 1.01 QUALITY ASSURANCE A. Inspection: Conduct daily inspection, and more often if necessary, to verify that requirements of cleanliness are being met. B. Codes and standards: In addition to the standards described in this Section, comply with all pertinent requirements of governmental agencies having jurisdiction. PART 2 - PRODUCTS 2.01 CLEANING MATERIALS AND EQUIPMENT A. Provide all required personnel, equipment, and materials needed to maintain the specified standard of cleanliness. B. Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material. PART 3 - EXECUTION 3.01 PROGRESS CLEANING A. General 1. Retain all stored items in an orderly arrangement allowing maximum access, not impeding drainage or traffic, and providing the required protection of materials. 2. Do not allow the accumulation of scrap, debris, waste material, and other items not required for construction for this Work. 3. At least twice each month, and more often if necessary, completely remove all scrap, debris, and waste material from the job site. 4. Provide adequate storage for all items awaiting removal from the job site, observing all requirements for fire protection, safety, and protection ofthe environment. B. Site: 1. Daily, and more often if necessary, inspect the site and pick up all scrap, debris, and waste material. Remove all such items to the place designated for their storage. CLEANING 017400-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 3.02 2. Weekly, and more often is necessary, inspect all materials stored on the site: restack, tidy, or otherwise service all arrangements to meet the requirements of Paragraph "A" above. 3. Maintain the site in a neat and orderly condition at all times. C. Structures: 1. Weekly and more often if necessary, inspect the structures and pick up all scrap, debris, and waste material. Remove all such items to the place designated for their storage. 2. Weekly, and more often if necessary, sweep all interior spaces clean. "Clean", forthe purpose of this subparagraph, shall be interpreted as meaning free from dust and other material capable of being removed by use of reasonable and handheld broom. 3. As required preparatory to installation of succeeding materials, clean the surface or pertinent portions thereof to the degree of cleanliness recommended by the manufacturer of the succeeding material, using all equipment and materials required to achieve the required cleanliness. 4. Following the installation of finish floor materials, clean the finish floor daily (and more often if necessary) at all times while work is being performed in the space in which finish materials have been installed. "Clean", forthe purpose of this subparagraph, shall be interpreted as meaning free from all foreign material which may be injurious to the finish floor material. FINAL CLEANING A. Definition: Except as otherwise provided, "clean" (forthe purpose of this Article) shall be interpreted as meaning the level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials. B. Prior to completion of the Work, remove from the jobsite all tools, surplus materials, equipment, scrap, debris and waste. Conduct final progress cleaning as described in Article 3.01 above. C. Site: Unless otherwise specifically directed, broom clean all paved areas on the site and all public paved areas directly adjacent to the site. Completely remove all resultant debris. D. Structures: 1. Exterior: Visually inspect all exterior surfaces and remove all traces of soil, waste material, smudges, and other foreign matter. Remove all traces of splashed materials from adjacent surfaces. If necessary to uniform degree of exterior cleanliness, hose down the exterior of the structure. In the event of stubborn stains not removable with water, a light sandblasting or other cleaning at no additional cost to the Owner may be required. 2. Interior: Visually inspect all interior surfaces and remove all traces of soil, waste material, smudges, and other foreign matter. Remove all traces of splashed CLEANING 017400-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 3.03 materials from adjacent surfaces. Remove all paint droppings, spots, stains and dirt from finished surfaces. Use only the specified cleaning materials and equipment. 3. Glass: Clean all glass inside and out. 4. Polished surfaces: To all surfaces requiring the routine application of buffed polish, apply the polish recommended by the manufacturer of the material being polished. 5. Timing: Schedule final cleaning as approved by the Owner to accept a completely clean project. CLEANING DURING OWNER'S OCCUPANCY A. Should the Owner occupy the Work or any portion thereof prior to its completion by the Contractor and acceptance by the Owner, responsibilities for interim and final cleaning of the occupied spaces shall be as determined by the Owner in accordance with the General Conditions ofthe Contract. END OF SECTION CLEANING 017400-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 028500 MOLD REMEDIATION PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. This specification covers the removal and disposal of mold. Demolition and removal of materials shall be as required to support the work. B. Contractor shall provide mold remediation company information to Owner in bid package. Owner shall approve/disapprove mold remediation company before any work begins. 1.02 SUBMITTALS A. Contractor to provide a list of all personnel to be involved in the work with their training and certifications. B. Contractor to provide a list of all products and procedures proposed for use in performance of the work, when required. C. Respiratory Protection Program 1. Provide a copy of the firm's written respiratory protection program. D. Material Safety Data Sheet (MSDS) 1. Provide a MSDS on the cleaning agents selected for use on this project. 1.03 QUALITY ASSURANCE A. Conform to all Federal, State, and Local regulations, guidelines and rules which govern the handling and disposal of mold materials. PART 2-PRODUCT 2.01 PROTECTIVE CLOTHING A. The Contractor will provide the workers with the required protective disposal clothing as recommended in the referenced guidelines, consisting of full-body coveralls, head covers, gloves and boots. B. The Contractor will not under any circumstance permit any person to enter the work areas without the appropriate protective clothing and equipment. 2.02 RESPIRATORY PROTECTION A. Respiratory and High Efficiency Particulate Air (HEPA) filters will be used when required, as recommended in the guidelines and approved by the National Institute of Occupational Safety and Health (NIOSH). B. Respirators will be individually fit-tested to personnel on a yearly basis. C. No respirator will be issued to personnel without such personnel participating in a respiratory training program. 2.03 HEPA FILTER EQUIPMENT MOLD REMEDIATION 028500-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California A. All fan and vacuum units will be equipped with a High Efficiency Particulate Absolute (HEPA) filter. 1. Containment areas, where required, wil! be maintained under negative pressure relative to the surrounding area. This will be accomplished with a HEPA-filtered fan unit exhausted to the outside. 2. All interior surfaces to be cleaned, exterior of plastic sheeting containing waste material, final vacuuming ofthe interior surfaces ofthe work area and surfaces outside ofthe work area where dust may have settled will be HEPA-vacuumed. 2.04 CLEANING AGENT A. When required, will be applied with a moist cloth, sprayed or as specified by the manufacturer. PART 3-EXECUTION 3.01 The scope of this work includes removal of visual fungal growth on contaminated materials. The abatement process will be identified for each remediation location based on the size, complexity and remediation methods required. The size of the area impacted by fungal contamination will determine the type of remediation. A. Project Monitoring and Air Sampling: 1. Contractor will engage the services of an Environmental Consultant/Indoor Environmental Professional (lEP) who will provide direction as required throughout the entire remediation work. 2. The Contractor is required to ensure cooperation of its personnel with the lEP for the air sampling and project monitoring functions described herein. The Contractor shall comply with all direction given by the lEP during the course of the Project. 3. The lEP will provide visual inspections prior to the start of remediation and final inspection ofthe work areas. The lEP will provide bulk and air sampling when required for project on an on-call/as-needed basis. B. Project Supervisor 1. The Contractor will designate a Project Supervisor for remediation work who is qualified to enter the work areas and meets the requirements of a "Competent Person" as defined by OSHA 1926.1011. C. Hazard Communication 1. The Contractor shall post warning signs at all entrances or openings to the work areas. D. Containment Barriers 1. When containment ofthe work areas is not necessary, dust suppression methods will be utilized. 2. When containment of the work area is required, the Contractor must be careful not to disturb fungal contaminated building materials while isolating work areas to prevent the release of fungal spores. The Contractor shall completely isolate the work areas for the duration of the work by sealing off all walls, floors, openings, and fixtures in the work areas including, but not limited to, heating and ventilation supply air ducts and diffusers MOLD REMEDIATION 028500-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California and return air ducts and grills, return air grilles, common return air plenums, doorways, corridors, windows, skylights, and lighting with polyethylene sheeting held securely in place as described in this section. 3. Containment entry and exit procedures will be established as required for the work. 4. Personnel, equipment and waste decontamination procedures will be established as required for the work. E. Negative Pressure 1. When negative is required, the Contractor shall establish a negative air pressure differential inside the enclosed areas relative to interior areas outside the containment before remedial operations begin. No air must flow from inside the enclosed work areas outside. Unless otherwise indicated in these specifications, the term "outside the work area: shall mean areas within the building that are not in the enclosed work areas. The Contractor shall ensure that air pressure differential is maintained demonstrated by manometer until the lEP has determined that the work area has passed the final inspection. F. Work Procedures 1. All materials will be decontaminated and/or removed under containment, or mini- containment. As waste is removed, it will be placed into a disposal container promptly. Disposal containers, at a minimum, will consist of double bagging using 6-mil polyethylene bags. Bags will be taped to form an airtight seal and labeled appropriately. Waste from HEPA-filtered vacuums shall be double bagged in a 6- mil polyethylene bags. 2. The Contractor at all times will keep the site and work area free from accumulations of bagged dust materials or rubbish caused by its operations and free from any flammable materials or other source of fire hazard. During the performance ofthe work, the Contractor shall remove all bagged material from and about the work site in strict accordance with the specifications and applicable codes and regulations, 3. All visually contaminated materials and adjacent visually uncontaminated material will be decontaminated and/or removed under full containment unless specified otherwise. 4. Cleaning agents will only be utilized when specified. 5. In the event that areas adjoining the enclosed project area become or are suspected of becoming contaminated with spores as a result ofthe Contractor's work, the Contractor shall thoroughly and totally decontaminate (for example, use separate HEAP vacuum in occupied space) the affected areas. Those areas shall be subject to detailed visual inspection and final clearance sampling as may be requested by the lEP. G. Clearance Preparation 1. When containment areas are not utilized, the work areas used by remedial workers for egress will be cleaned as specified. 2. When containment areas are utilized, all work area side surfaces and layers, ofthe polyethylene barrier sheeting will be cleaned as specified. If negative pressure is utilized, the negative air machines will remain on until notified by the lEP. H. Final Clearance Inspections 1. After all visible accumulations of material and debris are removed, the Contractor will notify the lEP for a final clearance visual inspection. The Contractor and Consultant will conduct a thorough visual inspection of the work area(s). If during this inspection, any visible dust or debris is observed, the Contractor will contain and re-clean the work area(s). The Contractor will pay all associates costs for the re-cleaning services. MOLD REMEDIATION 028500-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 2. Breakdown of containment will proceed only upon receipt by the Contractor of clearance issued by lEP. Post-Remediation Air Sampling 1. The lEP will conduct post-remediation air sampling using fungal spore traps. Air samples will be analyzed by an AIHA accredited microbiological laboratory. If fungal spore concentrations inside containment are elevated when compared to outside ambient air, the Contractor will conduct additional cleaning, and then the sampling process will be repeated. Restoration of Utilities, Firestopping and Finishes 1. After final clearance, remove locks and restore electrical and HVAC systems. All temporary power will be disconnected, poser lockouts removed and power restored. All temporary plumbing will be removed. 2. Finishes damaged by the Contractor including, but not limited to, plaster/paint damage due to duct tape and spray adhesives, and floor tile lifted due to wet or humid conditions, will be restored and/or replaced. All foam and expandable foam products and materials used to seal Work Area opening will be completely removed upon completion of remediation activities. END OF SECTION MOLD REMEDIATION 028500-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 035413 GYPSUM CEMENT UNDERLAYMENT SPECIFICATION FOR GYP-CRETE 2000* FLOOR UNDERLAYMENT OVER ACOUSTI-MAT * II SOUND DEADENING PAD IN HARD SURFACE AREAS IN MULTIFAMILY HOUSING PARTI-GENERAL 1.01 Summary A. This is the recommended specification for Gyp-Crete 2000 Floor Underlayment over Acousti- Mat II sound deadening pad in hard surface areas in multifamily housing. 1.02 SECTION INCLUDES A. Gyp-Crete 2000 gypsum cement B. Acousti-Mat II C. Maxxon Floor Primer D. Maxxon Overspray 1.03 QUALITY ASSURANCE A—Gyp-Crete 2000 installer's Qualifications: Installation of Gyp Crete 2000 shall be by an applicator authoraod by the Maxxon Corporation using Maxxon approved mixing and pumping equipment. B-.—Acousti Mat II Installer's Qualifications: Installation ofAcousti Mat II shall bc by an applicator authorized by thc Maxxon Corporation. 1.04 DELIVERY, STORAGE AND HANDLING A. General Requirements: Materials shall be delivered in their original, unopened packages, and protected from exposure to the elements. Damaged or deteriorated materials shall be removed from the premises. 1.05 SITE CONDITIONS A. Environmental Requirements: Before, during and after installation of Gyp-Crete 2000 and Acousti-Mat II, building interior shall be enclosed and maintained at a temperature above 50°F (10° C). PART 2 - PRODUCTS 2.01 MATERIALS A. Gypsum Cement: Floor underlayment Gyp-Crete 2000 gypsum cement as manufactured by the Maxxon Corporation, Hamel, MN. All other must receive prior approval. B. Sound Deadening Pad: Acousti-Mat II as manufactured by the Maxxon Corporation, Hamel, MN. GYPSUM CEMENT UNDERLAYMENT 035413-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California C. Sand Aggregate: Sand shall be 1/8" (3mm) or less, washed masonry or plaster sand, meeting requirements of Maxxon Corporation Sand Specifications 101. D. Mix Water: Potable, free from impurities. E. Subfloor Primer: Maxxon Floor Primer. F. Sealer: Maxxon Overspray 2.02 MIX DESIGNS A. General Requirements: Mix proportions and methods shall be in strict accordance with product manufacturer recommendations. PART 3 - EXECUTION 3.01 PREPARATION A. Condition and Cleaning of Subfloor: Subfloor shall be structurally sound. General Contractor shall clean subfloor to remove mud, oil, grease, and other contaminating factors before the arrival ofthe Gyp-Crete 2000 crew. B. Leak Prevention: Fill cracks and voids with a quick setting patching or caulking material where leakage of Gyp-Crete 2000 could occur. C. Expansion Joints: Allow joints to continue through the Gyp-Crete 2000 at the same width. D. Transition areas: The general contractor shall install bulk heads in all the areas where the Acousti-Mat II system stops and meets the carpet and pad areas. The height of the bulk head will depend on the total thickness of the Gyp-Crete 2000 and Acousti-Mat II. The typical height ofthe bulk heads will be 1 %" (31mm). 3.02 APPLICATION OF ACOUSTI-MAT II A. Acousti-Mat II installations: Install Acousti-Mat II following manufacturer's recommendations and specifications. 3.03 APPLICATION OF CEMENTITIOUS FLOORING A. Scheduling: Application of Gyp-Crete 2000 shall not begin until the building is enclosed, including roof, windows, doors and other fenestration. Install after drywall installation unless tenant finish requirements identify partitioning after the pour. If Acousti-Mat II is to be installed before drywall, then 3.4 Ib. sq. yd. galvanized metal lath must be loose laid over the entire Acousti-Mat II surface. Schedule the Acousti-Mat II sound control system as late as possible in the construction cycle. B. Priming Acousti-Mat II: Prime Acousti-Mat II using the Maxxon Floor Primer to bond the Gyp-Crete 2000 to the pad. C. Application: Place Gyp-Crete 2000 a minimum 1 in. (25mm) thick over Acousti-Mat II. Place Gyp-Crete 2000 at 1" (25mm) over the subfloor in all carpet and pad areas. Spread and screed Gyp-Crete 2000 to a smooth surface. D. Install Gyp-Crete 2000 over Acousti-Matt II under tub/shower areas in a separate pour prior to placement of tub/shower. GYPSUM CEMENT UNDERLAYMENT 035413-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California E. Drying: General Contractor shall provide continuous ventilation and adequate heat to rapidly remove moisture from the area until the Gyp-Crete 2000 is dry. General Contractor shall provide mechanical ventilation if necessary. Under the above conditions, for 1 in. thick Gyp-Crete 200, 7-10 days is usually adequate drying time. To test for dryness, tape a 24" x 24" (609 mm x 609 mm) section of plastic or high density rubber mat to the surface of the underlayment. After 48-72 hours, if no condensation occurs, the underlayment shall be considered dry. Perform dryness test 5-7 days after pour. 3.04 PREPARATION FOR INSTALLATION OF GLUE DOWN FLOOR GOODS A. Sealing: Seal all areas that receive glue down floor goods with Maxxon Overspray according to the Maxxon Corporation's specifications. Any floor areas where the surface has been damaged shall be cleaned and sealed regardless of floor covering to be used. Use Maxxon Overspray to seal the Gyp-Crete 2000 prior to installation of glue down floor goods. Where floor goods' manufacturers require special adhesive or installation systems, their requirements supersede these recommendations. B. Floor Goods Procedures: See the Maxxon Corporation's "Procedures for Attaching Finished Floor Goods to Maxxon Underiayments" brochure for guidelines for installing finished fioor goods. This procedure is not a warranty and is to be used as a guideline only. 3.05 FIELD QUALITY CONTROL A—Slump Test: Gyp Crete 2000 mix shall be tested for slump as it's being pumped using a 2 in. by in. (50 mm x 101mm) cylinder resulting in a patty sine ofS in. (203 mm) plus or minus 1 in. (25 mm) diameter. &—Field Samples: At least one set of 3 molded cube samples shall bc taken from each day's pour during thc Gyp-Cretc 2000 application. Cubes shall bc tested as recommended by tho Maxxon Corporation in accordance with modified ASTM C ^72. Test results shall bc available to architect and/or contractor upon request from applicator. 3.06 PROTECTION A. Protection from heavy loads: During construction, place temporary wood planking over Gyp- Crete 2000 wherever it will be subject to heavy wheeled or concentrated loads. END OF SECTION GYPSUM CEMENT UNDERLAYMENT 035413-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 055516 METAL STAIR NOSINGS PARTI-GENERAL 1. 01 PRODUCT: Floor Plate / Safety Tread (Stair Nosing) (l/4"x l/2"x 3"), Pemko #19125A 1.02 MANUFACTURER: PEMKO * Ventura PEMKO * Memphis 4226 Transport Street 5535 Distribution Drive Ventura, CA 93003 Memphis, TN 38141 Phone: (800) 283-9988 Phone (800) 824-3018 Fax: (800) 283-4050 Fax: (800) 243-3656 1.03 MATERIALS FINISH: Aluminum, Extruded * Alloy Type 6063-T5 * Chemical and physical properties per the Aluminum Association, Inc. * Federal Specification QQ-A-200/9C * [19125A Mill finish, 19125D Dark bronze anodized, 19125G Gold anodized]. 1.04 TEST & CODE COMPLIANCE Handicapped: Complies with CABO/ANSI A117.1-1992, ADA 1990; and ADAAG 1991 guidelines. Fire Label: Classified By UL For Application To Swinging Type Fire Doors of the Hollow Metal or Steel Covered composite type Rated up to 3 Hours, or Wood Core Fire Doors rated upto 1-1/2 Hours. Listed and Labeled as Gasketing Materials. Tested in accordance with ULIOB by Underwriters Laboratory, Inc.. 1.05 INSTALLATION: Installation to be performed in strict accordance with manufacturer's instructions furnished with product. Fasten with flat head wood or machine screws provided and appropriate anchors as required. Use a sealant or compound at all edges and joints. METAL STAIR NOSINGS 055516-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 1.06 WARRANTY: Guaranteed by manufacturer against defects in material or workmanship for 3 years. END OF SECTION METAL STAIR NOSINGS 055516-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 061000 ROUGH CARPENTRY PARTI-GENERAL 1.01 QUALITY ASSURANCE A. Regulatory Requirements: Comply with applicable provisions of the following codes and standards, unless modified by the specifications or drawings. 1. Uniform Building Code, current adopted editions. Chapter 25, "Wood". B. Refer to structural drawings for additional notes. PART 2 - PRODUCTS 2.01 GRADE STAMPS A. Framing lumber: Identify all framing lumber by the grade stamp of the West Coast Lumber Inspection Bureau. B. Plywood: Identify all plywood as to species, grade, and glue type by the stamp of the American Plywood Association. C. Other: Identify all other materials of this Section by the appropriate stamp ofthe agency listed in the reference standards, or by such other means as are approved by the Architect. 2.02 GENERAL REQUIREMENTS A. Moisture Content at Time of Placing: 1. Untreated framing lumber shall not exceed 19%. 2. Treated lumber shall not exceed 19%, kiln dry after pressure treatment. 3. Plywood shall not exceed 15%. B. Sizing and Surfacing: Mill all exposed surfaces of wood members shall be surfaced smooth except as indicated otherwise. C. Preservative Treatment: Comply with applicable requirements of AWPA Standards C2 (Lumber) and C9 (Plywood) and AWPB Standards listed below. Mark each treated items with the AWPB Quality Mark Requirements. 1. Fire-Retardant Treatment: Where fire-retardant treated wood is indicated, pressure impregnate lumber and plywood with fire-retardant chemicals to comply with AWPA C20 and C27, respectively, for treatment type indicated below; identify fire retardant treated lumber with appropriate classification marking of underwriters Laboratories, Inc. U.S. Testing, Timber Products ROUGH CARPENTRY 061000-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California Inspection or other testing and inspecting agency acceptable to authorities having jurisdiction. 2. Where exposed exterior preservative is used, it must be non-incised. D. Brush-On Preservative Treatment shall be "Woodtox", "Woodlife" or an approved equal. 2.03 LUMBER A. Furring, blocking, nailers and similar items 100 mm (4 inches) and narrower Standard Grade; and, members 150 mm (6 inches) and wider. Number 2 Grade. 2.04 PLYWOOD A. Structural plywood, U.S. Product Standard PS-1 Per Structural Wood Notes. B. All plywood shall be grade-marked by the American Plywood Association (APA). Remove all sheets not grade marked. C. Plywood used for structural purposes shall have exterior glue. 2.05 BUILDING PAPER A. Sisalkraft "Orange Label", Rickdraft, Ludlow, or approved equal, waterproof, conforming to Fed. Spec. UU-8-790 or 15 Ib. asphalt saturated rag felt conforming to ASTM D226. 2.06 ROUGH HARDWARE A. Furnish all items of rough hardware; connections, bolts, etc. required to complete the work. Bolts, nuts, and washers where exposed to elements shall be hot-dipped galvanized, conforming to ASTM A 153. 1. Size and type best suited for purpose unless noted otherwise. Use galvanized nails for all exposed framing. 2. Bolts: Standard mild steel, square or hexagonal head machine bolts with matching nuts and cut washers, or carriage bolts with square nuts and cut washers as indicated. Countersink at exposed locations unless noted otherwise. 3. Screws: 1. Wood to Wood: ANSI B18.6.1 or ASTM C1002. 2. Wood to Steel: ASTM C954, or ASTM C1002. 4. Toggle Bolts: Galvanized conforming to Fed.Spec. FF-B-588B(2), of sizes shown or noted on drawings. 5. Concrete and Masonry Anchors: Where anchors are not included in the concrete or masonry construction, anchors shall be galvanized machine screws or bolts with standard expansion- shield type concrete anchors, HiIti "Kwik Bolts", or approved equal, of the size and types noted on drawings or as required. Do not use expansion bolts or anchors where other type anchors are shown or noted on the drawings. 6. Powder-Driven Fasteners: "Drive-It" system ofthe Power Tool Corporation, "Ramset" system of Ramset Fasteners, Inc., or approved equal. Use washers ROUGH CARPENTRY 061000-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California with all fasteners. Powder-driven fasteners shall not be used except where first approved by Architect in writing. 7. Framing Anchors: Simpson Co. Strong-Tie connectors or approved equal, framing connectors and joist hangers as detailed, not less than 16 gage, having minimum design and load capacity given on the drawings, with manufacturer supplied nails. 2.07 ADHESIVES A. For field-gluing plywood to lumber framing floor: ASTM D3498. PART 3-EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to the proper and timely completion of the Work. Do not proceed until unsatisfactory conditions have been corrected. 3.02 WORKMANSHIP A. All rough carpentry shall produce joints true, tight, and well nailed, with all members assembled in accordance with the Drawings and with all pertinent codes and regulations. B. Selection of Lumber Pieces: 1. All exposed framing lumber shall be hand selected for appearance grade and approved by Architect priorto installation. 2. Carefully select all members. Select individual pieces so that knots and obvious defects will not interfere with placing bolts or proper nailing or making connections. 3. Cut lumber and discard all defects which will render a piece unable to serve its intended function. Lumber may be rejected by the Architect, whether or not it has been installed, for excessive warp, twist, bow, crook, mildew, fungus, or mold, as well as for improper cutting and fitting. C. Shimming: Do not shim sills, joists, short studs, trimmers, headers, lintels, or other framing components, unless noted otherwise. 3.03 TREATED LUMBER A. Use only treated lumber for all wood bucks and nailing grounds in, or in contact with, concrete, masonry, and plaster. 3.04 INSTALLATION OF PLYWOOD SHEATING A. Placement: 1. Place all sheathing with face grain perpendicular to supports and continuously over at least two supports, except where otherwise specifically indicated on the Drawings. ROUGH CARPENTRY 061000-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 2. Center joints accurately over supports. Unless otherwise specifically shown on the drawings, stagger the end joints of plywood panels to achieve a minimum of continuity of joints. 3. Plywood roof sheathing shall be gapped and blocked as required by roofing manufacturer. B. Protection of Plywood: Protect all plywood from moisture by use of all required waterproof coverings until the plywood has in turn been covered with the next succeeding component or finish. 3.05 FASTENING A. Nailing: 1. Nail in accordance with the Recommended Nailing Schedule as specified in AFPA Manual for House Framing. Select nail size and nail spacing sufficient to develop adequate strength for the connection without splitting the members. 2. Provide penetration into the piece receiving the point of not less than 34 the length ofthe nail or spike provided, however, that 16d nails may be used to connect two pieces of two inch nominal thickness. 3. Do all nailing without splitting wood. Pre-bore as required. Replace all split members. B. Bolting: Drill holes 1/16 inch larger in diameter than the bolts being used. Drill straight and true from one side only. Bolt threads shall not bear on wood. Use washers under head and nut where both bear on wood: use washers under all nuts. C. Screws: For lag screws and wood screws, pre-bore holes same diameter as root of thread; enlarge holes to shank diameter for length of shank. Screw, do not drive, all lag screws and wood screws. D. Where power-driven anchors are approved for use, plates anchored to concrete floor shall be attached with pins not over 32 inches on center. All vertical furring shall be attached to concrete with pins not over 4 feet on center. Each pin shall penetrate to a minimum of 1-1/2 inch. Use washers with all pins. There shall be a minimum of 2 anchors for each member. BACKING A. Provide all blocking and backing required for thresholds, doors, and chimney caps. CLEANING UP A. Keep the premises in neat, safe, and orderly condition at all times during execution of this portion ofthe Work, free from accumulation of sawdust, cut ends, and debris. 3.06 3.07 END OF SECTION ROUGH CARPENTRY 061000-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 071800 DECK TOPPING OVER PLYWOOD DECKING PARTI-GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General & Supplementary Conditions and Division I Specifications, apply to this Section. 1.02 SUMMARY A. This section includes traffic coatings for the following applications: 1. Plywood Decks B. Work Included: 1. Preparation of Substrate 2. Preparation of cracks, joints and metal flashing 3. Application of Desert Brand Desert Crete Decking System to match existing. 1.03 QUALITY CONTROL 1. Desert Crete Decking System shall be installed by a contractor trained and approved in writing by the manufacturer. 1.04 SUBMITTALS A. Product Data: Provide manufacturer's written data sheets, detail drawings, maintenance and cleaning instructions. B. Samples: Applicator must provide 4' x 4' sample to match color texture and design of existing deck. Sample must be approved by the Owner before proceeding with the work. C. Certification: Provide written approval by Hill Brothers Chemical Company certifying the applicator is an approved installer of Desert Crete Decking System. 1.05 DELIVERY, STORAGE & HANDLING A. Delivery: Materials shall be delivered to the job site in sealed, undamaged containers. Each container shall be clearly marked with manufacturer's label showing type of material, expiration date, color and batch number. B. Storage: Store all Desert Crete Decking System materials in a cool dry place with a temperature range of 55 degrees to 90 degree F. C. Handling: Handle all product carefully to avoid damage to the containers. Read all labels and Material Safety Data Sheets priorto use. 1.06 PROJECT SITE CONDITIONS A. Before any work is started, the waterproofing applicator shall inspect all surfaces for any deficiencies. Should any deficiencies exist, the Architect, Owner or General Contractor shall be notified in writing and any correct necessary shall be made. B. No coating shall be applied during inclement weather or when the temperature falls below 55 degrees or rises above 95 degrees F. 1.07 WARRANTY DECK TOPPING OVER PLYWOOD DECKING 071800-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California A. The Desert Crete Decking System shall be guaranteed by a Manufacturer/Applicator Warranty issued by Hill Brothers Chemical Company for a period of five (5) years. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Desert Crete Decking System is manufactured by Hill Brothers Chemical Company, Orange, CA 714-998-8800. 2.02 MATERIALS A. Desert Crete Decking System 1. Metal Lath 2. Desert Crete Poly Base 3. Desert Brand Bonder 480 4. Fiberglass Matting 5. Desert Crete Texture 6. Desert Crete Liquid Polymer 7. Desert Brand CMFPS B. Related Materials 1. Plywood: Wood sub-floor must be a minimum 5/8" plywood and must comply to all applicable building code requirements in type and installation. It Is recommended that sub-floor be installed so as to provide V per lineal foot fall in deck. Wood subfloor must be of such design and of sufficient soundness, structural strength and rigidity, to withstand, without deflection or movement, the maximum surface conditions to which the finished floor will be subjected. 2. Flashings: All slider and door thresholds, jambs, posts, scuppers, walls, and fascia must have primed galvanized metal flashing in accordance with building code requirements. It is recommended that Desert Crete Metal nosing be installed on all deck drip edgings. PART 3 - EXECUTION 3.01 SURFACE PREPARATION A. All metal surfaces shall be cleaned of form oils or other bond-breaking compounds B. Drainage: Drainage is not a part ofthe standard Desert Crete Decking System specification and should be provided either structurally in a separate section ofthe specification or included herein the form of Desert Crete Poly Base underlayment. 3.02 INSTALLATION A. Metal Lathing 1. After all flashing is in place, thoroughly secure hot-dipped galvanized metal lath (2.5 Ibs. per square yard) upon the wood subfloor. Lap metal lath sheets together a minimum of 1" and lap all metal flashings with lath up to >i"- 34" from the vertical riser ofthe flashing. B. Mixing 1. Mix all powder and liquids with a "jiffy" type mixing paddle. Mix all materials for a minimum of (5) minutes, to a smooth, lump free consistency. C. First Desert Crete Poly Base Application DECK TOPPING OVER PLYWOOD DECKING 071800-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 1. After mixing, trowel Desert Crete Poly Base into the metal lath. Make certain that all holes in the lath are filled to the top of the lath. Allow to dry thoroughly before proceeding (2-3 hours, depending upon conditions). D. Fiberglass Matting 1. Lay fiberglass mat onto surface. Lap fiberglass 2" over flashings and 1" at seams. Cut fiberglass to fit around posts and drains. E. Desert Brand Bonder 480 Application 1. Generously apply Bonder 480 by working into fiberglass matting. Bonder 480 is designated to penetrate and soak through the matting; thereby, adhering the matting to the surface. Allow 24 hours to dry thoroughly before proceeding. F. Desert Crete Texture Application 1. Apply Desert Crete Texture by using a pneumatic hopper gun equipped with 1/8" pressure and a medium setting in the circular spray plate. The recommended air pressure for application is between 30-40 psi. Allow 5-10 minutes before knocking down the spattered texture with a steel trowel. Allow 1-2 hours for drying before proceeding. G. Concrete/Masonry Floor Paint and Sealer (CMFPS) Application 1. Apply two coats of pigmented Desert Brand Concrete/Masonry Floor Paint and Sealer (CMFPS). Allow 2-3 hours between coats depending upon temperature and humidity. Periodically maintain system by applying a coat of pigmented CMFPS as needed. 3.03 TESTING A.—All waterproofing membranes on walking decks and balconies shall be flood tested for a period of 48 hours minimum. 3.03 CLEAN UP A. Clean area and remove all debris upon completion ofthe Work. Dispose of empty containers properly according to current and Local, State and Federal regulations. END OF SECTION DECK TOPPING OVER PLYWOOD DECKING 071800-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 076200 SHEET METAL FLASHING AND TRIM PARTI-GENERAL 1.01 QUALITY ASSURANCE A. Quality Standards: In addition to complying with all pertinent codes and regulations, compiywith all pertinent recommendations contained in "Architectural Sheet Metal Manual", current edition, of the Sheet Metal and Air condition Contractors National Association (SMACNA). 1.02 SUBMITTALS A. Comply with pertinent provisions of Section 013300. B. Manufacturer's data: Submit the following: 1. Complete materials list of all items proposed to be furnished and installed under this Section. 2. Submit shop drawings showing layout, joining, profiles, and anchorages of fabricated work, including major counter flashing, and interface of the work with the work of adjacent trades. PART 2 - PRODUCTS 2.01 MATERIALS AND GAGES A. Where sheet metal is required, and no material or gauge is indicated one the Drawings, use 24-gauge minimum. B. Nails, and Fasteners: Use only cadmium plated screws and washers in connection with galvanized iron and steel. Use only cadmium plated screws and washers, nails and other approved fasteners in connection with galvanized iron and steel, of type and size to suit application and to secure sheet metal materials in place. C. Flux: All flux used for galvanized iron or steel shall be raw muriatic acid. D. Solder: All solder used on galvanized sheet steel shall conform to ASTM B 32. E. Other Materials: All other materials, not specifically described but required for a complete and proper installation of the work of this Section, shall be new, first quality of their respective kinds, and as selected by the Contractor subject to the approval of the Architect. PART 3-EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which work of this Section will be installed. Correct conditions detrimental to the proper and timely completion ofthe Work. Do not proceed until unsatisfactory conditions have been corrected. SHEET METAL FLASHING AND TRIM 076200-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 3.02 WORKMANSHIP A. General; 1. Form all sheet metal accurately and to the dimensions and shapes required, finishing all molded and broken surfaces with true, sharp, and straight lines and angles and, where intercepting other members, coping to an accurate fit, soldering securely. 2. Unless otherwise specifically permitted by the Architect, turn all exposed edges back 1/2". B. Expansion: Form, fabricate, and install all sheet metal so as to adequately provide for expansion and contraction in the finished Work. C. Weatherproofing: 1. Finish watertight and weathertight where so required. 2. Make all lock seam work flat and true to line, sweating full of solder. 3. Make all lock seams and lap seams, when soldered, at least 1/2" wide. 4. Where lap seams are not soldered, lap according to pitch but in no case less than 3". 5. Make all flat and lap seams in direction of flow. D. Joints: 1. Join parts with sheet metal screws where necessary for strength or stiffness. E. Nailing: 1. Whenever possible, secure metal by means of clips or cleats without nailing through the metal. 2. In general, space all nails and screws not more than 8" apart and, where exposed to the weather, use lead washers. 3. For nailing into concrete, use drilled plugholes and plugs. F. Soldering: 1. Thoroughly clean and tin all joint materials prior to soldering. 2. Perform all soldering slowly with a well-heating copper in order to heat the seams thoroughly and to completely fill them with solder. 3. Perform all soldering with a heavy soldering copper of blunt design, properly tinned for use. 4. Make all exposed soldering on finished surfaces neat, full flowing, and smooth. 5. Cleaning: After soldering, thoroughly wash acid flux with a soda solution. 3.03 TESTS A. Upon request of the Architect, demonstrate by hose or standing water that all flashing and sheet metal is completely watertight. END OF SECTION SHEET METAL FLASHING AND TRIM 076200-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 079200 JOINT SEALANTS PARTI-GENERAL 1.01 QUALITY ASSURANCE A. Qualifications of installers: 1. Proper caulking and proper installation of sealants require that installers be thoroughly trained and experienced in the necessary skills and thoroughly familiar with the specified requirements. 2. For caulking and installation of sealants throughout the Work, use only personnel who have been specifically trained in such procedures and who are completely familiar with the installation requirements called for in this Section. 1.02 SUBMITTALS A. Comply with pertinent provisions of Section 013300. B. Submit the following: 1. A complete materials list showing all items proposed to be furnished and installed under this Section. 2. Specifications, color charts, installation instructions, and general recommendations from the materials manufacturers showing procedures under which it is proposed that the materials will be installed. 3. Certification that materials conform with the requirements of these specifications. 1.03 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver to the job site in unopened containers or cartons, each bearing product name and color. B. Store materials in waterproof, dry sheds. Do not permit material to freeze or be stacked in such a way as to cause damage to the containers. 1.04 WARRANTY A. Provide a warranty to the Owner against material or workmanship failure for a period of two years. PART 2 - PRODUCTS 2.01 SEALANTS A. Type A Sealant: ASTM C 920, Type 1, Class A, non-sag, chemically curing, 25-35 Shore A hardness, single component, synthetic-rubber, solvent release type, acrylic, polysufide or polyurethane base sealant, Mameco "Vulkem 116", Tremco "Dymonic", or equal. B. Type B Sealant: ASTM C 920, Type 2, Class A 35-40 Shore A hardness, a single component, polyurethane base, pourable (or adaptable for gun use) joint sealant. Vulkem "45", Sonneborn Bldg. Products, Inc. "Sonalstic One Part" or equal. JOINT SEALANTS 079200-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California C. Type C Sealant: Extruded butyl rubber bead, 1/4", No. 5603, by Schnee Morehead, or equal, and distributed by Sunshine Supply. D. 1-Hour Rated Sealant: Spec Seal 101, by 'STI', or equal, ICBO No. 4308, 3817. E. Acoustic Sealant: Fed. Spec. ASTM C-820 sealer, pre-extruded, non-hardening, non-skinning mastic of sufficient dimension to maintain constant contact with adjoining surfaces (not less than 3/8" diameter or 1/4" by 1/2" if in flat form), packaged in rolls. Tremco "Acoustical Sealant", Lowery's "lOA Acoustical Sealer", or equal. F. Primer, if required, shall be non-staining and as recommended by the sealant manufacturer. G. Backup: Shall be a polyethylene foam rod of rope, closed cell and 25% wider than the joint width. H. Bond breaker, if required, shall be as recommended by the sealant manufacturer. I. Solvents or cleaning agents shall be as recommended by the sealant manufacturer. J. Provide colors indicated or, if not otherwise indicated, as selected by Architect from manufacturer's standard colors. PART 3-EXECUTION 3.01 WORKMANSHIP A. At the start of the installation the manufacturer shall supply instruction in the use of his product to insure proper installation. B. As work progresses, immediately remove sealant or caulking that may be adhered to adjacent materials. 3.02 JOINT DIMENSIONS A. Joint dimension shall be as shown on the drawings. In joints up to 1/4" in width the depth of the sealant or caulking shall be the same as the joint width. B. In open joints over 1/4" wide, the depth of the sealant or caulking shall be approximately one-half the width of the joint, but in no case less than 1/4" deep. C. When open joints exceed the depth requirements, insert backup material to the necessary depth stated above. If not, place bond breaker tape in bottom of joint. D. When perimeter joints around frames that are to be sealed or caulked do not have built-in stops, insert backup material to provide a joint with a minimum depth of 3/8" and a maximum depth of 1/2". 3.03 APPLICATION A. Back-up Material: Install in clean dry joints at the proper depth to provide sealant dimensions as specified earlier. B. Masking: If required, shall be applied in continuous strips aligned with joint edge. Remove tape immediately after joints have been tooled. C. Primer: If required, shall be used where recommended by the Sealant manufacturer. D. Sealant: Shall be applied under pressure to clean dry joint, using hand or power caulking guns, or other approved methods. 1. Nozzles shall be ofthe proper size and shape to form the required bead and completely fill the joint. Joint shall be filled from the bottom, making sure air bubbles are not left in the joint. JOINT SEALANTS 079200-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 2. Joints shall be tooled as directed or approved, using lubricants recommended by the manufacturer. Joints shall be slightly concave and recessed at 1/8" from the top of the joint. 3.04 SEALANT APPLICATION SCHEDULE A. Type A: In general, at exterior or perimeters of openings in exterior walls such as metal-to- metal, metal-to-concrete, masonry or stucco. 8. Type B: In general, for use on areas subject to foot or vehicle traffic. C. Type C: In general, at floor/wall intersection. Apply two beads, one at each side of track approximately 1/4" in from edge. Remove paper separator from beads. D. 1-Hour Rated Sealant: Use for 1-hour rated protection at weld plate and other structural connections at concrete panel joints. E. Acoustic Sealant: In general, for sound retardant sealant at sound-rated partitions or partitions with sound retardant material therein. 3.05 MISCELLANEOUS CAULKING AND SEALING WORK A. The entire extent of sealing work is not necessarily fully or individually described herein. Sealing shall be provided wherever required to prevent light leakage as well as moisture leakage. Refer to Drawings for conditions and related parts of the work. 3.06 CLEANING A. At the completion of this work, all surfaces adjoining joints shall be cleaned of all excess sealant or caulking and left in a neat condition subject to the approval ofthe Architect. END OF SECTION JOINT SEALANTS 079200-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 081433 WOOD DOOR FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. New exterior fire-rated wood door frames. 2. Fitting existing wood doors to new frames and machining for hardware. B. Related Sections: 1. Division 09 Section 099113 "Exterior Painting" for field finishing doors & frames. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. 1. Include details of construction. B. Samples for Verification: Comer sections of door frame, approximately 8 by 10 inches. C. Product Certificates: For door frame from manufacturer. D. Warranty: Sample of special warranty. 1.3 QUALITY ASSURANCE A. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection rating of 20 minutes, based on testing according to UBC 7-2-97/UL IOC. Smoke and draft rating requires listed gasket. Provide WHI label on door frame. 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with manufacturer's written instructions and requirements of quality standard referenced in Part 2. WOOD DOOR FRAMES 081433-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 1.5 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver door frames or install doors until spaces are enclosed and weather tight, wet work in spaces is complete and dry, and HVAC system is operating and maintaining ambient temperature and humidity conditions at occupancy levels during the remainder of the construction period. 1.6 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace door frames that fail in materials or workmanship, or have warped (bow, cup, or twist) more than 1/4 inch in a 42-by-84-inch section. 1. Warranty shall also include installation and finishing that may be required due to repair or replacement of defective door frames. 2. Warranty shall be in effect during the following period of time from date of installation: 5 years. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Use only materials that comply with referenced standards and other requirements specified. 1. Assemble exterior door frames, including components, with wet-use adhesives complying with ASTM D 5572 for finger joints and with ASTM D 5751 for joints other than finger joints. 2.2 EXTERIOR WOOD DOOR FRAME A. Exterior Stile and Rail Wood Door Frame: Stock exterior door frames complying with WDMA I.S.6, "Industry Standard for Wood Stile and Rail Doors," and with other requirements specified. 1. Basis-of-Design Product: Subject to compliance with requirements, provide 'Doorway Manufacturing Company' Corona Califomia (manufacturer of existing frames being replaced), or comparable product by one of the following: a. Belentry Doors LLC. b. Intemational Door and Latch. c. Jeld-Wen, Inc. d. Karona, Inc. e. McPhillips Manufacturing Company. WOOD DOOR FRAMES 081433-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California f QSM Doors, Inc. g. Simpson Door Company. 2. Finish and Grade: Opaque and Standard. 3. Wood Species: Manufacturer's standard softwood species and cut. 4. Frame Jamb & Head Profile: Same as existing frame being replaced. 5. Frame Jamb & Head Weatherstripping: Factory installed, matching existing. 6. Frame Jamb & Head to have integral flashing. 2.3 SHOP PRIMING Door Frames for Opaque Finish: Shop prime door frames with one coat of wood primer specified in Division 09 Section 099113 "Exterior Painting." Seal all edges, edges of cutouts, and mortises with primer. 2.4 FINISHING A. Finish wood door frames and reinstalled doors in field. Refer to Division 09 Section 099113 "Exterior Painting". Finish all surfaces of doors and frames. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine doors and substrates, with Installer present, for suitable conditions where doors and fire-rated wood door frames will be installed. 1. Verify that installed frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with level heads and plumb jambs. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install fire-rated wood door frames level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment. 1. Countersink fasteners, fill surface flush, and sand smooth. B. Hardware: Reinstall existing hardware. C. Reinstall existing fire-rated doors in new fire-rated frames to comply with manufacturer's written instmctions, and other requirements specified. WOOD DOOR FRAMES 081433-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 1. Provide Wl-Certified Compliance Certificate for Installation. 2. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80. D. Field-Fitted Doors: Align and fit fire-rated doors in fire-rated frames with unifonn clearances and bevels to match existing and comply with NFPA 80; do not trim stiles and rails in excess of limits set by manufacturer or permitted with fire-rated doors. Machine door frames for hardware. Seal cut surfaces after fitting and machining.Subparagraph above is standard bevel; revise to suit Project if required. See Evaluations. Retain subparagraph below for fire-rated doors or if not factory fitted. Fire-rated doors with more than 20-minute rating can only be trimmed to a limited extent because of narrow wood edges of stiles and rails. END OF SECTION WOOD DOOR FRAMES 081433-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 081660 EXTERIOR DOORS & METAL FRAMES PARTI-GENERAL 1.01 SUMMARY A. Section Includes: Residential entry doors, French doors and frames. B. Related Sections: Division 8 Section 087200 Thresholds. 1.02 QUALITY ASSURANCE A. Qualifications of Manufacturer: Products used in the work of this Section shall be produced by manufacturers regularly engaged in manufacture of similar items and with history of successful production acceptable to the Architect. B. Comply with "Recommended Specifications, Standard Steel Doors and Frames", SDI 100, by the Steel Door Institute. 1.03 SUBMITTALS A. Comply with pertinent provisions of Section 013300. B. Manufacturer's data - Submit the following: 1. Complete materials list of all items proposed to be furnished and installed under this Section. 2. Shop Drawings showing details of each frame type, details of all openings, and all details of construction, installation, and anchorage. PART 2 - PRODUCTS 2.01 MATERIALS A. Supports and Anchors: Fabricate of not less than 18 gage galvanized sheet steel. B. Inserts, Bolts and Fasteners: Manufacturer's standard units, except hot-dip galvanize items to be built into concrete walls, complying with ASTM A 153, Class C or D as applicable. C. Shop Applied Paint: Use rust-inhibitive baked enamel or paint, suitable as a base for specified finish paints. 2.02 FABRICATION A. Comply with SDI 100 for minimum materials and construction requirements. B. Exposed Fasteners: Provide countersunk flat Phillips or Jackson heads for exposed screws and bolts. C. Finish Hardware Preparation: 1. Prepare hollow metal units to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping in accordance with final Finish EXTERIOR DOORS & METAL FRAMES 081660-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California Hardware Schedule and templates provided by hardware suppliers. Comply with applicable requirements of ANSI A115. 2. Reinforce hollow metal units to receive surface-applied hardware. Drilling and tapping for surface-applied finish hardware may be done at site. 3. Locate finish hardware in accordance with "Recommended Locations for Builders Hardware", published by the National Builders Hardware Association. D. Shop Painting: After fabrication, clean, phosphate treat, and dip or spray coat all exposed surfaces of doors and frames with a rust-inhibitive primer complying with ANSI A 224.1. 1. Paint per Architectural color scheme. 2. Finish field painting is specified in Section 099100. 2.03 DOORS A. Residential Exterior Doors: "Pella" by Pella, standard or multi-point locking, "Classic- Craft" by Therma-Tru with "Tru-Defense" standard or multipoint locking or equal, embossed 6 panel doors or glazed doors, polyurethane core, galvanized 20 gauge face sheets, primed, or primed fiberglass. Provide minimum 6" rails as required to receive hardware. 1. Entry Doors: a. "Pella" by Pella 3068 in-swing solid 6 panel steel standard lock b. "Pella" by Pella 3068 in-swing solid 6 panel steel multipoint lock (alternate, see Section 011100, repair 1.3) c. CCVF060 by Therma-Tru with "Tru-Defense" standard lock d. CCVF060 by Therma-Tru with "Tru-Defense" multipoint lock (alternate, see Section 011100, repair 1.3) 2. French Doors: a. "Pella" by Pella 3068 out-swing full light entry door, steel, standard lock b. "Pella" by Pella 3068 out-swing full light entry door, steel, multipoint lock (alternate, see Section 011100, repair 1.3) c. CCV10020 by Therma-Tru with "Tru-Defense" standard lock d. CCV10020 by Therma-Tru with "Tru-Defense" multipoint lock (alternate, see Section 011100, repair 1.3) 2.04 FRAMES A. "S" Series, prefinished, roll-formed drywall frames, by Timely industries, or equal. Frames designated to be labeled shall bear Underwriters Laboratory label, rating as indicated on door schedule. 2.03 PRODUCT SUBSTITUTIONS A. Substitutions: Request for substitutions shall be submitted in writing to the owner and architect, subject to approval. PART 3-EXECUTION EXTERIOR DOORS & METAL FRAMES 081660-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 3.01 INSPECTION A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to the proper and timely completion of the Work. Do not proceed until unsatisfactory conditions have been corrected. 3.02 INSTALLATION A. Install metal doors, frames and accessories in accordance with manufacturer's data, and as specified herein. B. Place fire-rated frames with clearance as specified in NFPA Standard No. 80. 3.03 ADJUST AND CLEAN A. Final Adjustments: Check and readjust operating finish hardware items in hollow metal work just prior to final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including doors or frames which are warped, bowed or otherwise damaged. B. Prime Coat Touch-up: Immediately after erection, sand smooth all rusted or damaged areas of prime coat and apply touch-up of compatible air-drying primer. END OF SECTION EXTERIOR DOORS & METAL FRAMES 081660-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 087200 THRESHOLDS PARTI-GENERAL 1.01 SUMMARY A. Section Includes: Residential Thresholds B. Related Sections: Division 8 Section: 081660 Exterior Doors and Frames 1.02 QUALITY ASSURANCE A. Qualifications of Manufacturer: Products used in the work of this Section shall be produced by manufacturers regularly engaged in manufacture of similar items and with history of successful production acceptable to the Architect. B. Mock-Ups: Prior to commencing work, the installer shall provide and install a mock- up occurring at each typical condition described within Section 011100 Summary of Work. 1. Subject to acceptance by owner and approval of architect, mock-up may be retained as part of finish work. 2. If mock-up is not retained, remove and properly dispose of mock-up. C. Preinstallation Meetings: A preinstallation meeting shall occur as described within Section 013119 Project Meetings. 1.03 SUBMITTALS A. Comply with pertinent provisions of Section 013300. B. Manufacturer's data - Submit the following: 1. Submit manufacturer's product data and installation instructions. 2. Shop Drawings indicating required component locations, interface with adjacent materials, installation, anchorage, fastening and similar information. 1.04 DELIVERY, STORAGE & HANDLING A. Delivery: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. B. Storage and Protection: Store materials protected from exposure to harmful environmental conditions and at temperature and humidity conditions recommended by the manufacturer. 1.05 WARRANTY A. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized company official. Manufacturer's warranty is in addition to, and not a limitation of, other rights Owner may have under contract documents. THRESHOLDS 087200-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 1. Warranty Period (Standard Products): 3 years against defects in materials or workmanship, beginning with Date of Substantial Completion. 2. Warranty Period (PemKote Finish): 10 years against defects in materials or workmanship, beginning with Date of Substantial Completion. 1.06 MAINTENANCE A. Extra Materials: Provide additional material for use by owner in building maintenance and repair. Furnish an additional 5 thresholds. PART 2-PRODUCTS 2.01 THRESHOLDS A. Manufacturer: Pemko Manufacturing Company. 1. Contact: PO Box 3780, 4226 Transport Street, Ventura, CA 93003; Telephone: (800) 283-9988, (805) 642-2600; Fax: (805) 642-4109; E-mail: pemkosales@pemko.com; website: www.pemko.com. B. Proprietary Products/Systems: Thresholds, including the following: 1. Interlocking Thresholds - Water Return: a. Material: Extruded tempered aluminum 6063-T6. b. Finish (ANSl/BHMA 156.18): Mill finish aluminum. c. Manufacturer Model Number: 136_A. 2.02 PRODUCT SUBSTITUTIONS A. Substitutions: No substitutions permitted. PART 3-EXECUTION 3.01 MANUFACTURER'S INSTRUCTIONS A. Comply with the instructions and recommendations of the threshold manufacturer. 3.02 EXAMINATION A. Site Verification of Conditions: 1. Verify that site conditions are acceptable for installation of thresholds. a. Examine doors and frames for compliance with requirements for door and frame manufacturer's installation tolerance, labeled fire door assembly construction, wall and floor construction and other conditions affecting performance. 2. Do not proceed with installation of thresholds until unacceptable conditions are corrected. 3.03 INSTALLATION A. Mounting Location: Comply with drawings and approved shop drawings. B. Adjust and reinforce attachment substrates as necessary for proper installation and operation. THRESHOLDS 087200-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California C. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. D. Install thresholds in accordance to manufacturer's written instructions. 3.04 ADJUST AND CLEAN A. Final Adjustments: Perform adjustments to ensure that thresholds function in compliance with manufacturer's performance criteria prior to acceptance by Owner. B. Cleaning: Remove any protective films and clean components as necessary following manufacturer's recommended procedures. 3.05 PROTECTION A. Protect installed work from damage due to subsequent construction activity on the site. END OF SECTION THRESHOLDS 087200-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 092236.23 METAL LATH PART 1-GENERAL 1.01 QUALITY ASSURANCE A. Code and Reference Standards: In addition to complying with all pertinent codes and regulations, comply with the following: 1. "Lathing and Plastering Reference Specifications" published by California Lathing and Plastering Contractor's Association (CLPA). 2. ANSI A42.3, Specifications for Lathing and Furring for Portland Cement and Portland Cement-Lime Plastering, Exterior (Stucco) and interior. 1.02 SUBMITTALS A. Comply with pertinent provisions of Section 013300. PART 2 - PRODUCTS 2.01 FURRING MATERIALS A. Fastening and Anchorage Devices: Approved devices of type and size to suit application and to rigidly secure furring members in place. 2.02 LATHING MATERIALS AND ACCESSORIES A. Finishes: Manufacturer's standard steel products unless indicated as zinc alloy. Where not otherwise indicated, provide manufacturer's standard galvanized finish on steel products except as follows: 1. Exterior Components: Hot-dip galvanized finish; ASTM A 525 G90 for 18 gage and lighter formed metal products, ASTM A 123 galvanized after fabrication for 16 gage and heavier products. 2. Exterior Exposed Plastering Accessories: Provide zinc allot accessories for exterior work, except where fully concealed in plaster. B. Metal Lath: 1. Expanded Metal Lath: 3.4 Ibs. per sq. yd. 2. Rib Lath: 3.4 Ibs. per sq. yd, 3/8" rib depth. C. Accessories: Coordinate depth of accessory with thickness of and number of coats of plaster to be applied. 1. Small-Nose Corner Beads: Expanded type with 2-7/8" wide flanges. 2. Cornerite: Manufacturer's standard preformed corner reinforcement made from 2.5 Ib. per sq. yd. diamond mesh lath. 3. Square-Edged Casing Beads: Manufacturer's standard with expanded or short flange to suit application. 4. Corner Reinforcement: Special stucco-type woven galvanized wire corner reinforcing strips. METAL LATH 092236.23-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 5. Foundation Screed: Type 24-A weep screed, 26 gage. D. Anchorages: Tie wire, nails, screws and other approved metal supports, of type and size to suit application and to rigidly secure lathing materials in place; galvanized coated. E. Paper Backing: Comply with Fed. Spec. UU-B-790 as follows: 1. Waterproof (Barrier): Type 1, Grade B. 2. Weather Resistant (Breathing): Type 1, Grade D. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which this Section will be performed. Correct conditions detrimental to the proper and timely completion ofthe Work. Do not proceed until unsatisfactory conditions have been corrected. 3.02 FURRING AND LATH INSTALLATION A. Erect metal furring and lath as required for cement plaster in accordance with referenced standards. B. Install members true to lines and levels to provide surface flatness with maximum variation of 1/8" in 10 feet in any direction. C. Wrap horizontal surfaces with additional layer of Grade B (barrier) paper. D. On horizontal surfaces, seal all nails penetrating backing paper with mastic. 3.03 CLEAN-UP AND PROTECTION A. Keep premises clean and orderly at all times and adequately protect all other work from damage due to the work of this section. B. Upon final completion of this work, remove all tools, equipment and unused materials and cuttings. Leave the work in a clean orderly manner. END OF SECTION METAL LATH 092236.23-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 092423 PORTLAND CEMENT PLASTER (STUCCO) PART 1- GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for furnishing, and installing the following type(s) of Portland-cement plaster: 1. Three-coat application over metal lath. 2. One coat application over existing or new plaster ready for PS foam. 3. Stucco crack repair. B. Related Sections: 1. Metal lath and accessories are specified in Section 092236.23. 2. Painting is specified in Section 099100. 1.02 SUBMITTALS A. Comply with pertinent provisions of Section 013300. 1.03 QUALITY ASSURANCE A. Code Requirements: Comply with applicable requirements of CBC Section 2508. B. Allowable Tolerances of Finished Surface: Maximum deviation from true plane shall not exceed %-inch as measured from the line of a 5-foot straightedge placed at any location on the surface. 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver manufactured materials in original unopened packages or containers with manufacturer's label in tact and legible. B. Keep cement and lime dry, stored off the ground, under cover, and away from damp surfaces. C. Remove wet and deteriorated materials from Project site. 1.05 JOB CONDITIONS A. Environmental Requirements: 1. Provide sufficient heat and ventilation at enclosed areas where plastering is being performed to allow cement plaster to properly cure. Take precautionary measures necessary to ensure that excessive temperature changes do not occur. 2. Cold Weather Requirements: Do not apply cement plaster unless minimum ambient temperature of 50-degrees F. has been and continues to be maintained for a minimum of 48 hours prior to application and until plaster is cured. 3. Hot Weather Requirements: Protect cement plaster from uneven and excessive evaporation during hot, dry weather. B. Protection: 1. Cover building openings in areas adjacent to plastering work with plastic film. PORTLAND CEMENT PLASTER (STUCCO) 092423-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 2. Protect finished surfaces installed prior to plastering by covering with a suitable non- staining material. Cover metal frames with plastic film. Mask or protect areas not intended to receive plaster finish and for neat appearance. 3. Maintain protection in place until completion of plastering work. 1.06 MOCK-UP A. Contractor is to include price for a mock up of the contrasting/complimentary color and the finished look for the owner's approval. Mock up will include an area of foam removal and new foam trim installation and proposed finish texture and detailing in to clearly demonstrate to the owner the final look of the foam trim repair. Mock up area will by 100 square of area minimum. PART 2 - PRODUCTS 2.01 BASE COAT MATERIALS A. Portland Cement: ASTM C150, Type 1 of Type II. B. Hydrated Ume: ASTM C206, Type S, certified not less than 99-percent hydrated. C. Aggregates: ASTM C897. 1. Gradation, Base (Scratch and Brown) Coats: Percent Retained by U.S. Standard Weight (+2%) Sieve Minimum Maximum No. 8 (2.36 mm) 0 10 No. 16 (1.18 mm) 10 40 No. 30 (600 um) 30 65 No. 50 (500 um) 70 90 No. 100 (150 um) 95 100 D. Fiber Reinforcing: Yi-inch alkaline-resistant chopped-glass fibers or alkaline-resistant polypropylene fibers. Detergent admixtures or clay to aid in pumping plaster will not be permitted. E. Water: Clean, potable, and free from substances harmful to plaster. F. Acrylic Admix: Thoro Systems "Acryl 60" or approved equal.. 2.02 CEMENT FINISH COAT MATERIALS A. Factory-prepared product containing all materials required for finish coat, except water; Expo Exterior Color Coat or approved equal; match existing color and adjacent texture. 2.03 STUCCO CRACK REPAIR A. Factory-prepared product containing all material required for crack repair except water; rapid set stucco patch by CTS cement manufacturing corporation, 11065 Knott Avenue, Suite A, Cypress, Ca. 90630. B. Reinforcing Mesh Netting: Treated open weave or glass fiber type in a minimum of 6x6 regular net, 4oz. and 15 oz. heavy net. 2.04 CEMENT PLASTER A. Mixing: 1. General: PORTLAND CEMENT PLASTER (STUCCO) 092423-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California a. Accurately proportion materials for each plaster batch with measuring device of known volume. b. Size batches for complete use within maximum of one-hour after mixing. c. Re-temper plaster stiffened from evaporation, but do not use or re-temper partially hydrated cement plaster. d. Do not use caked or lumping materials. e. Mix factory-prepared plaster in accordance with the manufacturer's written instructions. f. Use moist, loose sand in mix proportions. g. Withhold 10-percent of mixing water until mixing is almost complete, then add as needed to product until necessary consistency. 2. Mechanical Mixing: a. Clean mixer of set or hardened materials before loading new batch. b. Maintain mixer in continuous operation while adding materials. c. Conform to mixing sequence and time recommended by manufacturer of plaster materials. Add fibers by sprinkling in mix during last 2-minuted of mixing cycle. 3. Hand Mixing: Do not hand-mix unless authorized by Architect. a. Mix Proportions by Volume: As specified in CBC Table 25-F for plaster thickness indicated. 2.05 PAPER BACKING A. Comply with Fed. Spec. UU-B-709 as follows: 1. Waterproof (Barrier): Type 1, Grade B. 2. Weather Resistant (Breathing): Type 1, Grade D. 2.06 EPS Foam Trim: A. EPS Foam: Coated expanded polystyrene with polymer modified cementitious base coat and mesh applied. Minimum nominal density is 3lbs. 1. EPS Foam Fabricators: a. Palomar Foam, 181 Pawnee Street, Suite B, San Marcos, CA 92078, Phone (760)682-3626, Fax (760)439-1631 b. Pro Foam, 2129 Industrial Court, Suite B, Vista, CA 92081, Phone (760)630-4331, Fax(760)630-6886 2. EPS Foam Fabricators to use USA based manufacturer's only. B. Foam Bonding Agent: EXPO Probond II Supercoat, Omega Drybond or approved equal. C. Reinforcing Mesh Netting: Treated open weave or glass fiber type in a minimum of 6x6 regular net, 4oz. and 15 oz. heavy net. PART 3 - EXECUTION 3.01 INSPECTION A. Verify that surfaces to be plastered are free of dust, loose particles, oil, and other foreign matter which would affect bond of plaster coats. B. Clean and wash area of repair or work with household cleaner and allow to dry prior to proceeding. PORTLAND CEMENT PLASTER (STUCCO) 092423-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California C. Examine construction, grounds, and accessories to ensure that finished plaster surfaces will be true to line, level, and plumb, without requiring additional thickness of plaster. D. Do not commence installation until unsatisfactory conditions have been corrected. E. Apply recommended bonding agent per manufacturers recommendations prior to installing finish coats. 3.02 APPLICATION A. Number of Coats: 1. Provide three-coat application over metal lath in accordance with ASTM C926. 2. Provide two-coat application over concrete or concrete masonry units. 3. Provide one coat over crack repair and as required at foam details for proper finish. B. Three-Coat Application: 1. Apply plaster by hand or machine spray. If machine applied, use only experienced machine applicator foreman and nozzleman. Slump for machine applied plaster shall be between 2-l/2-to-4-inches at mixer and 2 to 3-1/2-inches at nozzle. 2. Interrupt plaster coats only at junctions of plaster planes, at openings, or at control joints. 3. Apply scratch coat with sufficient material and pressure to form full keys through and to embed in metal lath. When firm, score in horizontal direction. 4. Apply brown coat to scratch coat, bringing out to grounds, flat and true to surface, and free of imperfections that would reflect in finish coat. 5. Reconsolidate brown coat by floating, and roughen to assure bond with finish coat. 6. Apply finish coat in accordance with manufacturer's instructions and uniformly float to true, even surface. 7. Nominal Plaster thickness measured from face of lath, in accordance with ASTM C929, Table 4: a. Vertical Surfaces: Scratch coat: 3/8-inch, minimum. Brown coat: 34-inch. Finish Coat: 1/8-inch, minimum. Verify and match existing. b. Horizontal Surfaces: Scratch Coat: %- inch. Brown Coat >i-inch. Finish Coat: 1/8-inch. Verify and match existing. C. Two-Coat Application: 1. Apply plaster by hand or machine spray. 2. Interrupt any plaster coat only at junctions of plaster planes, at openings, or control joints. 3. Apply base coat over bonding agent bringing out to grounds, flat to true surface, and free of imperfections that would reflect in finish coat; and score to assure bond with flnish coat. 4. Apply flnish coat with sufflcient material and pressure to ensure tight contact with coverage of base coat. 5. Plaster Thickness: a. Bonding Agent and Base Coat: 3/8-inch. PORTLAND CEMENT PLASTER (STUCCO) 092423-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California b. Finish Coat: 1/8-inch minimum. c. Verify and match existing. D. One coat application: 1. Apply stucco finish coat to the repair area with a trowel or putty knife. Finish smooth and flush with the surface. Use a trowel, float or sponge to match the texture with the surrounding area. As soon as the material dries it may be primed and painted to match the surrounding area or fog coated as occurs. 2. Exterior stucco flnish on coated foam shape. Mix and apply foam bonding agent according to manufacturer's recommendations. Apply EPS foam trim to foam bonding agent. After allowing foam bonding agent to cure apply reinforcing mesh netting and bonding agent to cover foam shape. Apply stucco finish coat to entire foam shape minimum 3/8" thick. E. Curing: 1. Maintain moist conditions by flne fog spraying. 2. Cure scratch coat for a minimum of 48-hours, and maintain a minimum of 48-hours between application of scratch coat and brown coat. 3. Cure brown coat for a minimum of 48-hours, and maintain a minimum of 7-days between the application ofthe brown coat and flnish coat. F. Fog Coat b. Hand Application Over Portland Cement Base: Uniformly spray the base coat with clean water prior to the application of exterior color coat to control and equalize water absorption and for optimum uniformity. c. Machine Application Over Portland Cement Base: Base coat should be dry prior to application. d. Mixing: Power mix with potable water per manufacturer's recommendations. e. Application: When humidity is low and weather is warm, spray the brown coat with clean water prior to the application of exterior color coat in order to control and equalize water absorption and, therefore, obtain even flnish color. Hand apply using trowel. Spread on an even coat, then rubber float (sand flnish) or trowel to desired texture. With machine application, spray flrst coat over the dry surface covering base coat completely. After flrst coat has dried, adjust air and aperture to insure even distribution of spray for the desired texture. Avoid any buildup or puddling of matenal on the second coat. During periods of high humidity, it is recommended that one full day be allowed between coats of spray flnish. f. Curing: If conditions are hot, dry or windy, apply a flne, even spray of water over the area eight hours after application of stucco. Under normal conditions, allow stucco color coat to cure itself. Color coat is set and dry within 24 hours. 3.03 COMPLETION A. Patching: 1. Upon completion of application, point up plaster around trim and other locations where plaster meets dissimilar materials. 2. Cut out and patch defective of damaged plaster. 3. Match patching of defective or damaged plaster to existing work in form and texture. B. Cleaning: 1. Remove plaster and protective materials from control and expansion joints, perimeter beads, and adjacent surfaces. PORTLAND CEMENT PLASTER (STUCCO) 092423-5 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 2. Remove stains that would adversely affect subsequent flnishes on plaster. C. When complete, plaster surfaces shall be flat or uniformly curved, true to plane; and free from scaffold and tool marks, stains, or other damage or defects and shall be uniform in color and texture with adjacent existing plaster surfaces. END OF SECTION PORTLAND CEMENT PLASTER (STUCCO) 092423-6 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 092900 GYPSUM BOARD PART 1- GENERAL 1.01 QUALITY ASSURANCE A. Fire-Resistance Rating: Where gypsum drywall systems with flre-resistance ratings are indicated, provide materials and installations which are identical with those in UL "Fire Resistance Directory". B. Gypsum Board Terminology Standard: GA-505 by Gypsum Association. C. Single-Source Responsibility: Obtain gypsum board products from a single manufacturer, or from manufacturers recommended by the prime manufacturer of gypsum board. 1.02 SUBMITTALS A. Comply with pertinent provisions of Section 013300. B. Provide manufacturer's printed instructions for installation of assemblies. 1.03 STORAGE AND HANDLING A. Deliver materials in manufacturer's unopened containers, packages or bundles identifled with manufacturer's name, brand, type, and grade clearly marked. B. Store in dry areas and protect from dampness and deterioration. C. Protect metal products from rusting. D. Deliver tire-rated materials bearing testing agency label and required Are classification number. 1.04 PROJECT CONDITIONS A. Do not install wallboard products unless installation areas comply with minimum temperature and ventilation requirements recommended by manufacturer. As a minimum, provide temperatures above 50 degrees F during and after installation. B. Under slow drying conditions, allow additional drying time between coats of joint treatment. C. Protect installed materials from drafts during hot, dry weather. PART 2-PRODUCTS 2.01 MATERIALS A. Provide gypsum wallboard materials manufactured by United States Gypsum, Georgia Paciflc, or equal. B. Gypsum Board: 1. Standard: ASTM C 36; or Fed. Spec. SS-L-30, Type III, Grade R, Class I; 5/8" thick, tapered edges, ends square cut, maximum permissible lengths. 2. Fire-rated: ASTM C 36 Type X; Fed. Spec. SS-L-30, Type III, Grade X, Class I; 5/8" thick, tapered edges, ends square cut, maximum permissible lengths. GYPSUM BOARD 092900-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 3. Water-resistant: ASTM C 630, Grade X, 5/8" thick, tapered edges, ends square cut, maximum permissible lengths. 2.02 GYPSUM WALLBOARD ACCESSORIES A. Provide gypsum wallboard accessories in accordance with Gypsum Association GA-216, and as shown on Drawings and specifled. B. Provide all accessories such as corner beads, edge trim, etc., fabricated of metal. Plastic materials will not be acceptable. C. Adhesive: Provide type manufactured by U.S. Gypsum or other approved, appropriate for attaching wallboard to dissimilar substrate materials shown on Drawings. D. Joint Treatment: 1. Tape: Perforated, conforming to ASTM C 475 or Fed. Spec. SS-J-570, Type 11. 2. Mesh Tape/ Repair Tape 3. Compound: Powdered or ready-mixed conforming to ASTM C 475 or Fed. Spec. SS-J-570, Type I. Taping and topping joint compound or all-purpose joint compound may be used. E. Screws, Nails and Fasteners F. Texture to match existing. PART 3 - EXECUTION 3.01 COORDINATION A. Coordinate installation of bucks, anchors, blocking, electrical and mechanical work which is to be placed in or behind framing and gypsum wallboard. Allow such items to be installed after framing is completed. 3.02 GYPSUM BOARD INSTALLATION A. Install gypsum board in accordance with Gypsum Association GA-216 recommendations. B. Erect gypsum board in direction most practical and across studs with ends and edges occurring over continuous flrm bearing. C. Erect fire-rated assembly vertically, with edges and ends occurring over continuous firm bearing. D. Use screws when fastening gypsum board with sealant. E. Treat cut edges and holes in moisture resistant gypsum board with sealant. F. Place corner beads and trim/molds as required. Use longest practical lengths. Place edge trim and molds where gypsum board abuts dissimilar materials and at all board terminations exposed to view. G. All joints and interior angles shall have tape embedded in joint compound and three separate coats of joint compound applied over all joints, angles, fasteners heads, and accessories. A smooth surface may be achieved by lightly sanding or wiping joint compound with a dampened sponge. Care shall be exercised to ensure that the nap ofthe gypsum board facing is not raised during sanding operations. H. A thin skim coat of joint compound, or a material manufactured especially forthis purpose, shall be applied to the entire surface. The surface shall be smooth and free of tool marks and ridges. The prepared surface shall be coated with a primer/sealer priorto application of flnish paint. I. Remove and correct or replace defective work in a manner acceptable to the Architect. J. Install ceiling level and plumb, in true alignment with adjacent surfaces and walls. GYPSUM BOARD 092900-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California K. Construct tight fitting joints in exposed ceiling members, continuously around openings and obstructions. L. Texturing- new texture will match/blend with existing, 3.03 CLEANING A. Refer to Section 017400 END OF SECTION GYPSUM BOARD 092900-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 096520 SHEET VINYL FLOORING COVERINGS PARTI-GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Speciflcation Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Resilient tile flooring. 1.03 SUBMITTALS A. Comply with pertinent provisions of Section 013300. 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver floor covering and installation accessories to Project in manufacturer's original unopened cartons and containers, each bearing names of product and manufacturer. Project identiflcation, and shipping and handling instructions. B. Store products in dry spaces protected from the weather, with ambient temperatures maintained between 50 and 90 deg F. C. Move floor coverings and installation accessories into spaces where they will be installed at least 48 hours before installation, unless longer conditioning periods are recommended in writing by manufacturer. 1.05 JOB CONDITIONS A. Maintain a temperature of not less than 70 deg F or more than 95 deg F in spaces to receive floor coverings for at least 48 hours before installation, during installation, and for at least 48 hours after installation, unless manufacturer's written recommendations specify longer time periods. After post installation period, maintain a temperature of not less than 55 deg F or more than 95 deg F. B. Install floor coverings and accessories after other flnishing operations, including painting, have been completed. C. Do not install floor coverings over concrete slabs until slabs have cured and are sufflciently dry to bond with adhesive, as determined by floor covering manufacturer's recommended bond and moisture test. 1.06 EXTRA MATERIALS A. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are indentifled with labels describing contents. 1. Furnish not less than 2% floor covering thereof, of each different composition, wearing surface, color, and pattern of floor covering installed. 2. Deliver extra materials to Owner. SHEET VINYL FLOOR COVERINGS 096520-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California PART 2 - PRODUCTS 2.01 MATERIALS A. Verify existing resilient tiles on site and match existing color, texture and size of resilient tile flooring to be removed and replaced. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates, areas, and conditions where installation of floor coverings will occur, with Installer present, for compliance with manufacturer's requirements. Verify that substrates and conditions are satisfactory for floor covering installation and comply with requirements specifled. B. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710 and the following: 1. Slab substrates are dry and free of curing compounds, sealers, hardeners, and other materials that may interfere with adhesive bond. Determine adhesion and dryness characteristics by performing bond and moisture tests recommended by floor covering manufacturer. 2. Subfloor flnishes comply with requirements specified in Division 3 Section 035413 "Gypsum Cement Underlaymenf'for slabs receiving resilient flooring. 3. Subfloors are free of cracks, ridges, depressions, scale, and foreign deposits. 3.02 PROTECTION A. General: Comply with floor covering manufacturer's written installation instruction for preparing substrates indicated to receive floor coverings. B. Use trowellable leveling and patching compounds, according to manufacturer's written instructions, to flII cracks, holes, and depressions in substrates. C. Remove coating, including curing compounds, and other substances that are incompatible with flooring adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. D. Broom and vacuum clean substrates to be covered immediately before installing floor coverings. After cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.03 INSTALLATION A. General: Comply with floor covering manufacturer's written installation instructions. B. Lay out floor coverings to comply with the following requirements: 1. Maintain uniformity of floor covering direction. 2. Match edges of floor coverings for color shading and pattern at seams according to manufacturer's written recommendations. C. Scribe, cut, and fit floor coverings to butt neatly and tightly to vertical surfaces and permanent flxtures, including edgings, doorframes, thresholds and nosing's. D. Extend floor coverings into toe spaces, door reveals, and similar openings. E. Adhere sheet floor coverings to flooring substrates to comply with floor covering manufacturer's written instructions, including those for trowel notching, adhesive mixing, and adhesive open and working times. 1. Produce completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and other surface imperfections. 3.04 CLEANING AND PROTECTING SHEET VINYL FLOOR COVERINGS 096520-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California A. Perform the following operations immediately after installing floor coverings: 1. Remove adhesive and other surface blemishes using cleaner recommended by floor covering manufacturer. 2. Sweep or vacuum floor thoroughly. 3. Do not wash floor covering until after time period recommended by floor covering manufacturer. 4. Damp-mop floor to remove marks and soil. B. Protect flooring against mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by the floor covering manufacturer. 1. Apply protective floor polish to floor covering surfaces that are free from soil, visible adhesive and surface blemishes, if recommended in writing by manufacturer, a. Use commercially available product acceptable to floor covering manufacturer. C. Clean floor coverings not more than 4 days before dates of scheduled flnal inspections intended to establish date of Substantial Completion in each area of Project. Clean floor coverings according to manufacturer's written recommendations. 1. Before cleaning, strip protective floor polish that was applied after completing installation only if required to restore polish flnish and if recommended by floor covering manufacturer. 2. After cleaning, reapply polish to floor surfaces to restore protective floor flnish according to floor covering manufacturer's written recommendations. Coordinate with Owner's maintenance program. END OF SECTION SHEET VINYL FLOOR COVERINGS 096520-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 099100 INTERIOR PAINTING PART 1-GENERAL 1.01 DESCRIPTION A. This Section describes the requirement for painting and flnishing of interior items and surfaces. Completed painting of component shall provide a uniform flnish look and will not appear touched up of patched flnish look. 1. Surface preparation, priming and coats of paint specifled are in addition to shop-priming and/or surface treatment specifled in other Sections. 2. Work includes painting interior gypsum board surfaces, interior trim/casing or baseboard, interior metal door surface, primed metal surfaces except as otherwise indicated or specifled. 3. Work includes scuff sanding surfaces, preparation and cleaning of surfaces to be painted and applying specifled primer and flnish coats. 4. "Paint" means coating systems materials, including primers, emulsions, enamels, stains, sealers, flllers, and other applied materials whether completing a prime, intermediate, or flnish coat. B. Surfaces Not to be Painted: 1. Pre-finished items, including but not limited to acoustic materials, and finished mechanical and electrical equipment, including light fixtures, switchgear and distribution cabinets. 2. Concealed surfaces such as walls or ceilings in concealed areas and inaccessible areas, furred areas, pipe spaces, and duct shafts. 3. Finished metal surfaces such as anodized aluminum, stainless steel, chromium plates, copper, bronze, and similar flnished materials. 4. Moving parts of operating units, mechanical and electrical parts, such as valve and damper operators, linkages, sensing devices, motor and fan shafts. C. Following categories of work are included under other Sections: 1. Shop priming ferrous metal items including metal fabrications, hollow metal work and similar items. The work of this Section includes sanding and applying specifled primer on all shop-primed surfaces exposed to view in the completed work. 2. Shop priming of fabricated components such as architectural woodwork, wood casework and shop-fabricated or factory-built mechanical equipment or accessories. D. Do not paint over code-required labels, equipment identiflcation, performance rating, nomenclature plates. E. Related Sections: 1. Sheet metal flashing and trim in Section 076200. 2. Exterior doors and frames in Section 081660. 3. Cement stucco in Section 092423. 4. Gypsum board in Section 092900. 5. Exterior painting in Section 099113. INTERIOR PAINTING 099100-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 1.02 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Speciflcation Sections. B. Product Data: Submit manufacturer's technical data, application instructions and general recommendations for the paint systems specifled herein. 1.03 QUALITY ASSURANCE A. Applicators Qualiflcation: Engage an experienced applicator who has completed painted system applications similar in material and extent. B. Adhesion Testing: Prior to the application of the entire paint system on the each exterior component to be painted, completely prepare selected test areas and paint the test area. Allow the test section to properly cure and perform adhesion tests on the test sections. C. Coordination of Work: Review other Sections in which prime paints are to be provided to ensure compatibility of coatings system for various substrates. Upon request, furnish information or characteristics of flnish materials to be used. D. Requirement of Regulatory Agencies: Comply with applicable rules and regulations of governing agencies for air quality control. 1. Regulatory changes may affect the formulations, availability, or use of specifled coatings. Conflrm availability of coatings to be used prior to start of painting. 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name, batch number, color and directions. B. Store materials in tightly covered containers. Maintain containers in clean condition, free of foreign materials and residue. C. Keep storage area neat and orderly. Remove oily rags and waste daily. Ensure that work areas are adequately protected from flre hazards and health hazards resulting from handling, mixing and application of paints. 1.05 JOB CONDITIONS A. Apply water-base paints when temperature of surfaces to be painted and surrounding air temperature are between 50-deg. F. and 90-deg. F, unless otherwise permitted by paint manufacturer's printed instructions. B. Apply solvent-thinned paints only when temperature of surfaces to be painted and surrounding temperature are between 45-deg. F. and 90-deg. F., unless otherwise permitted by paint manufacturer's printed instructions. C. Do not apply paint in rain, fog or mist, or when relative humidity exceeds 85 percent, or to damp or wet surfaces, unless otherwise permitted by paint manufacturer's printed instructions. 1.06 EXTRA MATERIALS A. In addition to materials for completion of the work, furnish a 5-Gallon (or as required by owner) for future touch up work of additional materials for each type and color of opaque paint used. B. Furnish extra materials from same production lots of color runs used in the work. Furnish in containers factory sealed and labeled. Identify each container with Project name, unit number and type of materials. C. Deliver materials and inventory list just prior to Substantial Completion and store where directed by owner. INTERIOR PAINTING 099100-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California PART 2-PRODUCTS 2.01 APPROVED MANUFACTURERS A. DEFT, Frazee, Sherwin-Williams or approved equal. Products are to be Low or Zero VOC and shall be compatible with the existing coatings to remain. B. DEFT, Sherwin Williams and Frazee products are specifled as standard of quality against which the equivalency of other products will be determined by the Architect. 2.02 MATERIALS A. Material compatibility: Provide block flllers, primers, flnish coat materials, and related materials, and related materials that are compatible with one another and the substrate indicated under conditions of services and application. B. Material Quality: Provide best quality grade coatings as regularly manufactured paint materials manufacturers. Materials not displaying manufacturer's identiflcation as a standard, best-grade product will not be acceptable. 2.03 COLORS AND SHEENS A. Match Existing: Exterior colors shall match all existing material and flnishes. PART 3-EXECUTION 3.01 EXAMINATION A. Examine substrates and conditions under which painting is to be applied. Surfaces receiving paint shall be thoroughly dry before paint is applied. 1. Provide barrier coats over incompatible primers or remove and re-paint as required. Notify Architect prior to applying barrier coats. 2. Clean surfaces before applying paint or surface treatment. Remove oil and grease prior to mechanical cleaning. 3. Start of painting will be construed as the applicator's acceptance of surfaces and conditions within a particular area. 4. Wood: Clean surfaces of dirt, oil and other foreign substances with scrapers, mineral spirits, sandpaper, as required. Sand surfaces exposed to view smooth and dust off. 5. Galvanized metal: Remove all loose or poorly adhered paint flnish. 3.02 PROTECTION A. Protect work of other Sections and existing surfaces and furnishings against damage by painting and flnishing work. Correct damage by cleaning, repairing, or replacing, and repainting, as acceptable by Architect: 1. Provide "Wet Paint" signs as required to protect newly painted flnishes. Remove temporary protective wrapping provided by other for protection of their work, after completion of painting operations. 2. Remove and protect hardware, hardware accessories, mechanical surfaces, plates, lighting fixtures, and similar items in place and not to be flnish painted, or provide surface-applied protection priorto surface preparation and painting. Following completion of painting, reinstall removed items. 3. At completion of work in other Sections, touch-up and restore damaged or defaced painted surfaces. 3.03 SURFACE PREPARATION INTERIOR PAINTING 099100-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California A. Wood: Clean surfaces of dirt oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. 1. Scrape and clean small, dry, seasoned knots and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, flII holes and imperfections in flnish surfaces with putty or plastic wood fliter. Sand smooth when dry. 2. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, faces, under sides, and backside of wood including, stucco grounds, frames and hardware cutouts. 3. Back-primed wood where masonry, plaster, or other wet wall construction occurs adjacent to the wood. 4. Seal tops, bottom, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately upon delivery. B. Ferrous Metal: Clean galvanized ferrous metal surfaces that have been previously painted; remove oil, grease, dirt, loose mill scale, and other loose substrate or paint. Use solvent or mechanical cleaning methods that comply with recommendation of the Steel Structures Painting Counsel (SSPC) 1. Power tool clean surfaces as recommended by the paint system manufacturer and according to requirement of SSPC speciflcation SSPC-SP 3. 2. Scuff sand al! galvanized surfaces with 220 or 320 grit aluminum oxide or silicone carbide, closed coated cloth sand paper before priming. C. Galvanized Metal: Clean with non-petroleum based solvents so that the surfaces are free of oil surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. D. Gypsum Wallboard: Clean surfaces of dust, dirt, grease, oil and other foreign matter and dust clean prior to sealing or priming. 3.04 APPLICATION A. General: Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being painted. 1. Provide flnish coats that are compatible with prime coats. 2. The number of coats required is the same regardless of the application method. Do not apply following coats until the previous has cured as recommended by the manufacturer. Sand between application where required to produce a smooth and even surface. 3. Apply additional coats when undercoats, stains, or other conditions show through flnal coat, until paint is of uniform flnish, color and appearance. Edges, corners, crevices, welds, and exposed fasteners shall receive a dry flim thickness equivalent to that of flat surfaces. 4. Paint surfaces behind moveable equipment and furniture. 5. Paint surfaces behind permanently flxed equipment or furniture with prime coat before flnal installation of equipment. 6. Finish doors on top, bottom and side edges same as faces. Where openings into rooms have different flnishes, flnish door edges as directed by the Architect. B. Scheduled Painting: Apply flrst-coated material to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practical after preparation. 1. Allow sufflcient time between successive coats to permit proper drying. INTERIOR PAINTING 099100-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California C. Application Procedures: Apply flrst coat by brush, roller, spray or other applicator according to manufacturer's instructions: 1. Brushes: Use brushes best suited for material applied. 2. Rollers: Use rollers of carpet, velvet back, high pile sheep's wool as recommended by the manufacturer for the material and texture required. 3. Spray Equipment: Use airless spray equipment with oriflce size as recommended by the manufacturer for the material and texture required. D. Prime Coats: Before applying flnish coats, apply a prime coat. Recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas to assure a flnish coat with no burn-through or other defects. E. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform flnish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, and other surface imperfections will not be acceptable. F. Completed Work: Match existing for color, texture and coverage. Remove, reflnish or repaint work not in compliance with specifled requirement. 3.06 CLEANING A. Clean-Up: During progress of work, remove discarded paint materials, rubbish, cans and rags at end of each work day. B. Upon completion of painting work, clean window glass and other paint-spattered surfaces. Remove spattered paint by washing and scraping; do not scratch or damage flnished surfaces. 3.07 INTERIOR PAINT SCHEDULE A. Gypsum Wallboard, Latex Flat: First Coat: 061 Aqua Seal Second Coat: Oil Velvin Low Voc/Low Odor B. First Coat: 066 Envirokote Primer Second Coat: 018 Envirokote Flat or C129 Ultra Tech Flat Third Coat: 018 Envirokote Flat or C129 Ultra Tech Flat C. Gypsum Wallboard, Latex Eggshell: First Coat: 061 Aqua Seal Second Coat: 022 Lo Glo Low VOC/Low Odor D. Gypsum Wallboard, Latex Semigloss: First Coat: 066 Envirokote Primer Second Coat: 032 Envirocoat or C136 Ultra Tech Semi-Gloss E. Ferrous Metal, Non-Blocking Acrylic Semigloss: First Coat: 661 Metal Prime Second Coat: 124 Mirro Glide S/G Third Coat: 124 Mirro Glide S/G F. Wood, non-Blocking Acrylic Semigloss: First Coat:367 Fraflo Second and Third Coat: 124 Mirro Glide S/G END OF SECTION INTERIOR PAINTING 099100-5 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 099113 EXTERIOR PAINTING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes surface preparation and the application of paint systems on the following exterior substrates depicted in the Drawings: 1. Exterior galvanized metal handrails and guardrails. 2. Exterior plaster stucco walls and soffits. 3. New exterior entry door wood frames. 4. Exterior raised panel galvanized metal clad entry doors. 1.2 SUBMITTALS A. Product Data: Submit complete manufacturer's descriptive literature and speciflcations. 1. Materials List: Submit complete lists of materials proposed for use, giving the manufacturer's name, catalog number, and catalog cut for each item when applicable. When required, provide a list of paint and coating materials proposed for use, which equates such materials with the design-basis products specifled. B. Samples: Submit on 8-1/2 inch by 11 inch hardboard, samples of each color, gloss, texture and material selected by the Architect for the coatings required. C. Manufacturer's Instructions: Submit the manufacturer's current recommended methods of installation, including relevant limitations, safety and environmental cautions, application rates, and composition analysis. 1.3 QUALITY ASSURANCE A. Master Painters Institute (MPI) Standards: 1. Products: Complying with MPI standards indicated and listed in "MPI Approved Products List." 2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Speciflcation Manual" for products and paint systems indicated. EXTERIOR PAINTING 099113-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California B. Mockups: Apply benchmark samples of each paint system indicated and each color and flnish selected to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Architect will select one surface to represent surfaces and conditions for application of each paint system. a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft. b. Other Items: Architect will designate items or areas required. 2. Final approval of color selections will be based on benchmark samples. a. If preliminary color selections are not approved, apply additional benchmark samples of additional colors selected by Architect at no added cost to Owner. 1.4 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 degrees F. 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1.5 PROJECT CONDITIONS A. Do not apply exterior materials during fog, rain or mist, or when inclement weather is expected within the dry time specified by the manufacturer. No exterior or interior painting shall be done until the surfaces are thoroughly dry and cured. Do not apply paint when temperature is below 50 degrees F. Avoid painting surfaces when exposed to direct sunlight. 1.6 EXTRA MATERIALS A. Furnish extra materials described below that are from same production run (batch mix) as materials applied and that are packaged for storage and identifled with labels describing contents. 1. Quantity: Furnish an additional 5 gallon of each material and color applied. EXTERIOR PAINTING 099113-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include the following: 1. Vista Paint Corporation (www.vistapaint.com) 2. Carboline (www.carboline.com) 2.2 PAINT, GENERAL A. Material Compatibility: 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and fleld experience. 2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. B. Colors: Match existing colors on-site. 2.3 PAINT SYSTEMS-EXTERIOR A. Exterior Plaster Stucco, 100% Acrylic, 3 Coat: 1. Preparation: Powerwash stucco surfaces removing all dirt and residue. 2. Flat: One coat primer and two coats of 100% Acrylic, Vista 2000 Duratone. B. Galvanized Stucco Screed, 100% Acrylic, 3 Coat: 1. Preparation: SSPC-SP3 2. One Coat Primer: Carboline Carboguard 890 VOC Epoxy at 4-6 MILS DFT. 3. Flat: Two coats of 100% Acrylic, Vista 2000 Duratone. C. Galvanized Metal Handrails & Guardrails - Previously Painted, Acrylic Urethane, 2 Coat: 1. Preparation: SSPC-SP16. 2. One Coat Primer: Carboline Carboguard 890 VOC Epoxy at 4-6 MILS DFT. 3. Satin: One Coat: Carboline Carbothane 133 MC Urethane at 3-5 MILS DFT. EXTERIOR PAINTING 099113-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California Galvanized Metal Clad Entry Doors - Previously Painted, Acrylic Urethane, 2 Coat: 1. Preparation: SSPC-SPl and SSPC-SP2. 2. One Coat Primer: Carboline Carboguard 890 VOC Epoxy at 4-6 MILS DFT. 3. Satin: One Coat: Carboline Carbothane 133 MC Urethane at 3-5 MILS DFT. Wood Door Frames, 100% Acrylic, 3 Coat: 1. One Coat of Acrylic Primer Sealer: Vista 4200 Terminator II 2. Semi-Gloss: Two coats of 100% Acrylic Enamel; Vista 8400 Carefree Semi-Gloss. PART 3-EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work. B. Verify suitability of substrates, including surface conditions and compatibility with existing flnishes and primers. C. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry. 1. Beginning coating application constitutes Contractor's acceptance of substrates and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Speciflcation Manual" applicable to substrates and paint systems indicated. B. Remove plates, machined surfaces, and similar items already in place that are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any. EXTERIOR PAINTING 099113-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 2. Do not paint over labels of independent testing agencies or equipment name, identiflcation, performance rating, or nomenclature plates. C. Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers as required to produce paint systems indicated. D. Galvanized-Metal Handrails & Guardrails Substrates: Completely remove all existing paint, grease and oil residue from the galvanized metal handrails and guardrails by mechanical methods described in SSPC-SP16 (Brush-Off Blast Cleaning) to produce clean, lightly etched surfaces with a surface proflle of 1.5 mils to 3.0 mils as required by Carboline to promote adhesion of subsequently applied primers and paints. E. Galvanized-Metal Clad Entry Doors: Remove loose paint, grease, oil and any other residue by methods described in SSPC-SPl (Solvent Cleaning) and SSPC-SP2 (Hand Tool Cleaning) to produce clean surfaces to promote adhesion of subsequently applied primers and paints. F. Wood Door Frame Substrates: 1. Sand surfaces that will be exposed to view, and dust off. 2. Prime edges, ends, faces, undersides, and backsides (all surfaces) of wood. 3. After priming, fll! holes and imperfections in the flnish surfaces with putty or plastic wood fliler. Sand smooth when dried. Exterior Plaster Stucco Substrates: Powerwash stucco surfaces, but do not begin paint application until plaster is fully cured and dry. 3.3 APPLICATION A. Apply paints according to manufacturer's written instructions. 1. Use applicators and techniques suited for paint and substrate indicated. 2. Paint surfaces behind movable items same as similar exposed surfaces. Before flnal installation, paint surfaces behind permanently flxed items with prime coat only. B. If undercoats or other conditions show through topcoat, apply additional coats until cured flIm has a uniform paint flnish, color, and appearance. C. Apply paints to produce surface Alms without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. EXTERIOR PAINTING 099113-5 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 3.4 FIELD QUALITY CONTROL A. Testing of Paint Materials: Owner reserves the right to invoke the following procedure at any time and as often as Owner deems necessary during the period when paints are being applied: 1. Owner will engage the services of a qualifled testing agency to sample paint materials being used. Samples of material delivered to Project site will be taken, identifled, sealed, and certifled in presence of Contractor. 2. Testing agency will perform tests for compliance of paint materials with product requirements. 3. Owner may direct Contractor to stop applying paints if test results show materials being used do not comply with product requirements. Contractor shall remove noncomplying-paint materials from Project site, pay for testing, and repaint surfaces painted with rejected materials. Contractor will be required to remove rejected materials from previously painted surfaces if, on repainting with complying materials, the two paints are incompatible. 3.5 CLEANING AND PROTECTION A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. C. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. END OF SECTION EXTERIOR PAINTING 099113-6 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 099600 HIGH PERFORMANCE COATINGS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes off-site surface preparation and application of high-performance coating systems on the following exterior substrate: 1. Exterior metal light poles (with attached baseplate) at walkways. 1.2 SUBMITTALS A. Product Data: Submit complete manufacturer's descriptive literature and specifications. B. Samples: Submit on 8-1/2 inch by 11 inch hardboard, samples of each color, gloss, texture and material to match existing. C. Manufacturer's Instmctions: Submit the manufacturer's current recommended methods of installation, including relevant limitations, safety and environmental cautions, application rates, and composition analysis. 1.3 QUALITY ASSURANCE A. Master Painters Institute (MPI) Standards: 1. Products: Complying with MPI standards indicated and listed in "MPI Approved Products List." 2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and coating systems indicated. 1.4 PROJECT CONDITIONS A. Coatings will be applied in a controlled shop environment off-site. HIGH PERFORMANCE COATINGS 099600-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 1.5 EXTRA MATERIALS A. Fumish extra materials described below that are from same production mn (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents. 1. Quantity: Fumish an additional one gallon of each material and color applied. PART 2 - PRODUCTS 2.1 HIGH-PERFORMANCE COATINGS, GENERAL A. Material Compatibility: 1. Provide materials for use within each coating system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. Provide products of same manufacturer for each coat in a coating system. 2.2 PAINT SYSTEM A. Steel Light Poles (Previously Painted)- Acrylic Urethane, 2 Coat: 1. Preparation: SSPC-SP 10 off-site. 2. One Coat Metalizing: Thermal Sprayed 85/15 (Zinc/Aluminum) Coating a minimum of .002" inch DFT. Approved Metalizer: 'ZincNation, Inc', Anaheim, CA www.zincnation.com. 3. One Coat Primer: 'Tnemec' Hi-Build Epoxoline IIN69 at 4 to 6 mils DFT. 4. Semi-Gloss: One Coat: 'Tnemec' UVX Series 750 Urethane at 2.5 to 5.0 mils DFT. Approved Shop Applicator of Primer & Paint: 'High-Tec Powder Coating', Santa Ana, CA www. dan (a),htctgs. com. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with other conditions affecting performance of work. 1. Verify compatibility with and suitability of substrates, including compatibility with finishes and primers. HIGH PERFORMANCE COATINGS 099600-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 2. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry. 3. Coating application indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instmctions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. B. Remove plates held with screws, light fixture from poles and similar items already in place that are not to be coated. 1. After completing coating operations, reinstall items that were removed; use workers skilled in the trades involved. C. Clean substrates of substances that could impair bond of coatings, including dirt, oil, grease, and incompatible paints and encapsulants. D. Steel Substrates: Remove existing paint and mst from metal surfaces. 1. Clean using methods recommended in writing by coating manufacturer. 2. Blast clean according to SSPC-SP 10 "Near-White Blast Cleaning." 3.3 APPLICATION A. Apply high-performance coatings according to manufacturer's written instmctions. 1. Use applicators and techniques suited for coating and substrate indicated. B. If undercoats or other conditions show through final coat, apply additional coats until cured film has a uniform coating finish, color, and appearance. C. Apply coatings to produce surface films without cloudiness, spotting, holidays, laps, bmsh marks, mns, sags, ropiness, or other surface imperfections. Produce sharp glass lines and color breaks. 3.4 FIELD QUALITY CONTROL A. Owner reserves the right to invoke the following procedure at any time and as often as Owner deems necessary during the period when coatings are being applied: 1. Owner will engage the services of a qualified testing agency to sample coating material being used. Samples of material will be taken, identified, sealed, and certified in presence of Contractor. 2. Testing agency will perfonn tests for compliance with specified requirements. HIGH PERFORMANCE COATINGS 099600-3 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 3. Owner may direct Contractor to stop applying coatings if test results show materials being used do not comply with specified requirements. Contractor shall remove noncomplying coating materials from Project site, pay for testing, and recoat surfaces coated with rejected materials. Contractor will be required to remove rejected materials from previously coated surfaces if, on recoating with complying materials, the two coatings are incompatible. 3.5 CLEANING AND PROTECTION A. At end of each workday, remove mbbish, empty cans, rags, and other discarded materials from Project site. B. At completion of constmction activities of other trades, touch up and restore damaged or defaced coated surfaces. END OF SECTION HIGH PERFORMANCE COATINGS 099600-4 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California SECTION 265613 LIGHTING POLES AND STANDARDS- (ALTERNATE) PART 1 - GENERAL 1.1 DESCRIPTION This section specifles the furnishing, installation, and connection of new exterior luminaires, poles, and supports for the alternative work/bid listed in Section 011100 Summary of Work 7.1 Alternate. Contractor price to include complete remove and replace of Gooseneck style site light poles at common areas. 1.2 SUBMITTALS A. Shop Drawings: 1. Clearly present sufflcient information to determine compliance with drawings and speciflcations. 2. Include electrical ratings, dimensions, mounting, details, materials, required clearances, terminations, wiring and connection diagrams, photometric data, ballasts, poles, luminaires, lamps, and accessories. Include electronic photometric flies in IES format, or provide link (URL) to manufacturer's website that contains photometric data for each speciflc fixture used, excluding wallpack fixtures. 1.3 DELIVERY, STORAGE, AND HANDLING Provide manufacturer's standard provisions for protecting pole flnishes during transport, storage, and installation. Do not store poles on ground. Store poles so they are at least 12 in [305 mm] above ground level and growing vegetation. Do not remove factory-applied pole wrappings until just before installing pole. PART 2 - PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. Materials and equipment shall be in accordance with NEC, UL, ANSI, and as shown on the drawings and specifled. 2.2 POLES A. General 1. Paciflc Lighting & Standards Co. LIGHTING POLES AND STANDARDS 265613-1 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California 2831 Los Flores Blvd. Lynwood, CA 90262 310-603-9344 310-603-9421 Fax 2. Model Number RSA-11-410 Wall .125" Shaft Size 4" OD. HT 10' Base Plate 9 7/ Base Plate %" Bolt Circle 9 'A" Anchor Bolts %x 16x3 EPA 100 MPH 4.1 Ship WT21# Finish- White 2.3 FOUNDATIONS FOR POLES A. Use existing concrete footing. B. Cut off existing bolts. c. Install new bolts, epoxied into existing footing. 2.4 LUMINAIRES A. General 1. Paciflc Lighting &. Standards Co. 2831 Los Flores Blvd. Lynwood, CA 90262 310-603-9344 310-603-9421 Fax 2. Series DD Model DDB Wattage 90 Lamp Type L Lens FP Mounting lA Finish White 2.5 Base Cover LIGHTING POLES AND STANDARDS 265613-2 La Costa Paloma 1925-1953 Dove Lane Carlsbad, California A. General 1. Lighting Supply, Inc. Irvine, CA 949-589-3020 www.lsica.com 2. Model # PBC-ABS-10SBC4R-WH Round Pole Finish White PART 3 - EXECUTION 3.1 INSTALLATION A. Install lighting in accordance with the NEC and in accordance with manufacturer's recommendations. B. Install lamps in each luminaire. C. Adjust luminaires that require fleld adjustment or aiming. 3.3 ACCEPTANCE CHECKS AND TESTS Verify operation after installing luminaires. END OF SECTION LIGHTING POLES AND STANDARDS 265613-3 SSPC-SP 1 November 1, 1982 Editorial Revisions November 1, 2004 SSPC: The Society for Protective Coatings SURFACE PREPARATION SPECIFICATION NO. 1 Solvent Cleaning 1. Scope 1.1 This specification covers the requirements for the solvent cleaning of steel surfaces. 2. Definition 2.1 Solvent cleaning is a method for removing all visible oil, grease, soil, drawing and cutting compounds, and other soluble contaminants from steel surfaces. 2.2 It is intended that solvent cleaning be used prior to the application of paint and in conjunction with surface prepara- tion methods specified for the removal of rust, mill scale, or paint. 3. Surface Preparation Before and After Solvent Cleaning 3.1 Priorto solvent cleaning, remove foreign matter (other than grease and oil) by one or a combination of the following: brush with stiff fiber or wire brushes, abrade, scrape, or clean with solutions of appropriate cleaners, provided such cleaners are followed by a fresh water rinse. 3.2 After solvent cleaning, remove dirt, dust, and other contaminants from the surface prior to paint application. Ac- ceptable methods include brushing, blow off with clean, dry air, or vacuum cleaning. 4. Methods of Solvent Cleaning 4.1 Remove heavy oil or grease first by scraper. Then remove the remaining oil or grease by any of the following methods: 4.1.1 Wipe or scrub the surface with rags or brushes wet- ted with solvent. Use clean solvent and clean rags or brushes for the final wiping. 4.1.2 Spray the surface with solvent. Use clean solvent for the final spraying. 4.1.3 Vapor degrease using stabilized chlorinated hydro- carbon solvents. 4.1.4 Immerse completely in a tank or tanks of solvent. For the last immersion, use solvent which does not contain detrimental amounts of contaminant. 4.1.5 Emulsion or alkaline cleaners may be used in place of the methods described. After treatment, wash the surface with fresh water or steam to remove detrimental residues. 4.1.6 Steam clean, using detergents or cleaners and follow by steam or fresh water wash to remove detrimental residues. 5. Inspection 5.1 All work and materials supplied under this standard shall be subject to timely inspection by the purchaser or his authorized representative. The contractor shall correct such work or replace such material as is found defective under this standard. In case of dispute the arbitration or settlement procedure established in the procurement documents, if any, shall be followed. If no arbitration or settlement procedure is established, then a procedure mutually agreeable to purchaser and contractor shall be used. 5.2 The procurement documents covering work or purchase should establish the responsibility for testing and for any re- quired affidavit certifying full compliance with the standard. 6. Disclaimer 6.1 While every precaution is taken to ensure that all information furnished in SSPC standards and specifications is as accurate, complete, and useful as possible, SSPC cannot assume responsibility nor incur any obligation resulting from the use of any materials, coatings, or methods specified herein, or of the specification or standard itself. 6.2 This specification does not attempt to address prob- lems concerning safety associated with its use. The user of this specification, as well as the user of all products or practices described herein, is responsible for instituting appropriate health and safety practices and for ensuring compliance with all governmental regulations. 7. Note Notes are not requirements of this specification. 7.1 A Commentary Section is available and contains ad- ditional information and data relative to this specification. The Surface Preparation Commentary, SSPC-SP COM, is not part 2-55 SSPC-SP 1 November 1, 1982 Editorial Revisions November 1, 2004 of this specification. The table below lists the subjects discussed relevant to solvent cleaning and the appropriate Commentary section. Section Subject SSPC-SP COM Section Solvents and Cleaners 5.1.1 through 5.1.3 Steam Cleaning 5.1.4 Threshold Limit Values 5.1.5 2-56 SSPC-SP 2 November 1, 1982 Editorial Revisions November 1, 2004 SSPC: The Society for Protective Coatings SURFACE PREPARATION SPECIFICATION NO. 2 Hand Tool Cleaning 1. Scope 1.1 This standard covers the requirements for hand tool cleaning steel surfaces. 2. Definitions 2.1 Hand tool cleaning is a method of preparing steel surfaces by the use of non-power hand tools. 2.2 Hand tool cleaning removes all loose mill scale, loose rust, loose paint, and other loose detrimental foreign matter. It is not intended that adherent mill scale, rust, and paint be removed by this process. Mill scale, rust, and paint are consid- ered adherent if they cannot be removed by lifting with a dull putty knife. 2.3 SSPC-VIS 3 or other visual standard of surface prepa- ration agreed upon by the contracting parties may be used to further define the surface (see Note 8.1). 3. Referenced Standards 3.1 The latest issue, revision, or amendment of the refer- enced standards in effect on the date of invitation to bid shall govern, unless otherwise specified. Standards marked with an asterisk (*) are referenced only in the Notes, which are not requirements of this standard. 3.2 If there is a conflict between the requirements of any of the cited reference standards and this standard, the require- ments of this standard shall prevail. 3.3 SSPC SPECIFICATIONS: SP 1 *SP3 *SP 11 *SP 15 VIS 3 Solvent Cleaning Power Tool Cleaning Power Tool Cleaning to Bare Metal Commercial Grade Power Tool Cleaning Guide and Reference Photographs for Steel Surfaces Prepared by for Power- and Hand-Tool Cleaning 3.4 INTERNATIONAL ORGANIZATION FOR STANDARD- IZATION (ISO): * 8501 -1 Preparation of steel substrates before appli- cation of paints and related products: Visual assessment of surface cleanliness—Part I. 4. Surface Preparation Before and After Hand Tool Cleaning 4.1 Before hand tool cleaning, visible deposits of oil, grease, or other materials that may interfere with coating adhesion shall be removed in accordance with SSPC-SP 1 or other agreed- upon methods. Nonvisible surface contaminants such as soluble salts shall be treated to the extent specified by the procurement documents [project specifications] (see Note 8.2). 4.2 After hand tool cleaning and prior to painting, reclean the surface if it does not conform to this standard. 4.3 After hand tool cleaning and prior to painting, remove dirt, dust, or similar contaminants from the surface. Accept- able methods include brushing, blow off with clean, dry air, or vacuum cleaning. 5. Methods of Hand Tool Cleaning 5.1 Use impact hand tools to remove stratified rust (rust scale). 5.2 Use impact hand tools to remove all weld slag. 5.3 Use hand wire brushing, hand abrading, hand scrap- ing, or other similar non-impact methods to remove all loose mill scale, all loose or non-adherent rust, and all loose paint. 5.4 Regardless ofthe method used for cleaning, if specified in the procurement documents, feather the edges of remaining old paint so that the repainted surface can have a reasonably smooth appearance. 5.5 If approved by the owner, use power tools or blast cleaning as a substitute cleaning method for this standard. 2-57 SSPC-SP 2 November 1, 1982 Editorial Revisions November 1, 2004 6. Inspection 6.1 Unless otherwise specified in the procurement docu- ments, the contractor or material supplier is responsible for quality control to assure that the requirements of this document are met. Work and materials supplied under this standard are also subject to inspection by the purchaser or an authorized representative. Materials and work areas shall be accessible to the inspector. 6.2 Conditions not complying with this standard shall be corrected. In the case of a dispute, an arbitration or settlement procedure established in the procurement documents (project specification) shall be followed. If no arbitration or settlement procedure is established, then a procedure mutually agree- able to purchaser and material supplier (or contractor) shall be used. 7. Disclaimer 7.1 While every precaution is taken to ensure that all in- formation furnished in SSPC standards and specifications is as accurate, complete, and useful as possible, SSPC cannot assume responsibility nor incur any obligation resulting from the use of any materials, coatings, or methods specified herein, or of the specification or standard itself. 7.2 This standard does not attempt to address problems concerning safety associated with its use. The user of this stan- dard, as well as the user of all products or practices described herein, is responsible for instituting appropriate health and safety practices and for ensuring compliance with all governmental regulations. 8. Notes Notes are not requirements of this standard. 8.1 Note that the use of visual standards in conjunction with this standard is required only when they are specified in the procurement documents (project specification) covering the work. It is recommended, however, thatthe use of visual stan- dards be made mandatory in the procurement documents. SSPC-VIS 3 provides a suitable comparative visual stan- dard for SSPC-SP 2, SSPC-SP 3, SSPC-SP 11, and SSPC-SP 15. ISO 8501-1 may also serve as a visual standard. 8.2 The SSPC Surface Preparation Commentary (SSPC- SP COM) contains additional information and data relevant to this specification. The Commentary is non-mandatory and is not part of this specification. The table below lists the subjects discussed relevant to hand tool cleaning and the appropriate Commentary Section. Subject Commentary Section Film Thickness 10 Maintenance Painting 4.2 Rust, Stratified Rust, Pack Rust, and Rust Scale 4.3.1 Visual Standards 11 Weld Spatter 4.4.1 2-58 SSPC-SP 10/NACE No.2 January 1, 2007 SSPC: The Society for Protective Coatings JOINT SURFACE PREPARATION STANDARD SSPC-SP 10/NACE NO.2 Near-White Metal Blast Cleaning This The Society for Protective Coatings (SSPC)/NACE International (NACE) standard represents a consensus of those individual members who have reviewed this document, its scope, and provisions. It is intended to aid the manufacturer, the consumer, and the general public. Its acceptance does not in any respect preclude anyone, whether he has adopted the standard or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not addressed in this standard. Nothing contained in this SSPC/NACE standard is to be construed as granting any right, by implication or otherwise, to manufacture, sell, or use in connection with any method, apparatus, or product covered by Letters Patent, or as indemnifying or protecting anyone against liability for infringement of Letters Patent. This standard represents current technology and should in no way be interpreted as a restriction on the use of better procedures or materials. Neither is this standard intended to apply in all cases relating to the subject. Unpredictable circumstances may negate the usefulness of this standard in specific instances. SSPC and NACE assume no responsibility for the interpretation or use of this standard by other parties and accept responsibility for only those official interpretations issued by SSPC or NACE in accordance with their governing procedures and policies which preclude the issuance of interpretations by individual volunteers. Users of this SSPC/NACE standard are responsible for reviewing appropriate health, safety, environmental, and regulatory documents and for determining their applicability in relation to this standard prior to its use. This SSPC/NACE standard may not necessarily address all potential health and safety problems or environmental hazards associated with the use of materials, equipment, and/or operations detailed or referred to within this standard. Users of this SSPC/NACE standard are also responsible for establishing appropriate health, safety, and environmental protection practices, in consultation with appropriate regulatory authorities if necessary, to achieve compliance with any existing applicable regulatory requirements prior to the use of this standard. CAUTIONARY NOTICE: SSPC/NACE standards are subject to periodic review, and may be revised or withdrawn at any time in accordance with technical committee procedures. SSPC and NACE require that action be taken to reaffirm, revise, or withdraw this standard no later than five years from the date of initial publication.The user is cautioned to obtain the latest edition. Purchasers may receive current information on all standards and other publications by contacting the organizations at the addresses below: ©SSPC: The Society for Protective Coatings 40 24th Street, Sixth Floor Pittsburgh, PA 15222 (telephone +1 877/281-7772) ©NACE Intemational 1440 South Creek Houston, TX 77084-4906 (telephone+1 281/228-6200) Foreword This joint standard covers the use of blast cleaning abrasives to achieve a defined degree of cleaning of steel surfaces prior to the application of a protective coating or lining system. This standard is intended for use by coating or lining specifiers, applicators, inspectors, or others who may be responsible for defining a standard degree of surface cleanliness. The focus of this standard is near-white metal blast cleaning. White metal blast cleaning, commercial blast cleaning, industrial blast cleaning, and brush-off blast cleaning are addressed in separate standards. Near-white metal blast cleaning provides a greater degree of cleaning than commercial blast cleaning (SSPC-SP 6/N ACE No. 3') but less than white metal blast cleaning (SSPC-SP 5/NACE No. 1^). Near-white metal blast cleaning is used when the objective is to remove all rust, coating, and mill scale, but when the extra effort required to remove all stains of these materials is determined to be unwarranted. Staining shall be limited to no more than 5 percent of each unit area of surface. Near-white metal blast cleaning allows staining on only 5 percent of each unit area of surface, while commercial blast cleaning allows staining on 33 percent of each unit area of surface. White metal blast cleaning does not permit any staining to remain on the surface. This joint standard was originally prepared in 1994 and reaffirmed in 2000 by the SSPC/NACE Task Group A on Surface Preparation by Abrasive Blast Cleaning, and NACE Unit Committee T-6G on Surface Preparation. This joint task SSPC-SP 10/NACE No.2 January 1, 2007 group includes members of both the SSPC Surface Preparation Committee and the NACE Unit Committee T-6G on Surface Preparation. It was reaffirmed in 2006 by the SSPC Surface Preparation Committee and NACE Specific Technology Group (STG) 04, Protective Coatings and Linings: Surface Preparation. In SSPC/NACE standards, shall and must are used to state mandatory requirements. Should is used to state that which is considered good and is recommended but is not absolutely mandatory. May is used to state that which is considered optional. Section 1: General 1.1 This joint standard covers the requirements for near- white metal blast cleaning of uncoated or coated steel surfaces by the use of abrasives. These requirements include the end condition ofthe surface and materials and procedures neces- sary to achieve and verify the end condition. 1.2 The mandatory requirements are described in Sections 1 to 9. Section 10, "Comments," and Appendix A, "Explanatory Notes," are not mandatory requirements of this standard. 1.3 Information about the function of near-white metal blast cleaning is in Paragraph Al of Appendix A. 1.4 Information about use of this standard in maintenance coating work is in Paragraph A2 of Appendix A. Section 2: Definitions 2.1 Near-White Metal Blast Cleaned Surface: A near- white metal blast cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dust, dirt, mill scale, rust, coating, oxides, corrosion products, and other foreign matter Random staining shall be limited to no more than 5 percent of each unit area of surface (approximately 5,800 mm^ [9.0 in.^] (i.e., a square 76 mm x 76 mm [3.0 in. x 3.0 in.]), and may consist of light shadows, slight streaks, or minor discolorations caused by stains of rust, stains of mill scale, or stains of previously applied coating. 2.1.1 Acceptable variations in appearance that do not affect surface cleanliness as defined in Paragraph 2.1 include variations caused by the type of steel, original surface condition, thickness of the steel, weld metal, mill or fabrication marks, heat treating, heat-affected zones, blasting abrasives, and differences because of blasting technique. 2.1.2 SSPC-VIS 1^ may be specified to supplement the written definition. In any dispute, the written definition set forth in this standard shall take precedence over reference photographs and comparators. Additional information on reference photographs and comparators is in Paragraph A3 of Appendix A. Section 3: Associated Documents 3.1 The latest issue, revision, or amendment of the docu- ments listed in Paragraph 3.3 in effect on the date of invitation to bid shall govern unless otherwise specified. 3.2 If there is a conflict between the requirements of any of the documents listed in Paragraph 3.3 and this standard, the requirements of this standard shall prevail. 3.3 Documents cited in the mandatory sections of this standard include: Document SSPC-AB 1" SSPC-AB 2= SSPC-AB 3^ SSPC-SP r SSPC-VIS 1 Title Mineral and Slag Abrasives Cleanliness of Recycled Ferrous Metallic Abrasives Ferrous Metallic Abrasives Solvent Cleaning Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning Section 4: Procedures Before Cleaning 4.1 Before blast cleaning, visible deposits of oil, grease, or other contaminants shall be removed in accordance with SSPC-SP 1 or other agreed-upon methods. 4.2 Before blast cleaning, surface imperfections such as sharp fins, sharp edges, weld spatter, or burning slag should be removed from the surface to the extent required by the procurement documents (project specification). Additional information on surface imperfections is in Paragraph A4 of Appendix A. 4.3 If reference photographs or comparators are specified to supplement the written standard, the condition of the steel prior to blast cleaning should be determined before the blasting commences. Additional information on reference photographs and comparators is in Paragraph A3 of Appendix A. Section 5: Blast Cleaning Methods and Operation 5.1 Clean, dry compressed air shall be used for nozzle blasting. Moisture separators, oil separators, traps, or other equipment may be necessary to achieve this requirement. 5.2 Any of the following methods of surface preparation may be used to achieve a near-white metal blast cleaned surface: SSPC-SP 10/NACE No. 2 January 1, 2007 5.2.1 Dry abrasive blasting using compressed air, blast nozzles, and abrasive. 5.2.2 Dry abrasive blasting using a closed-cycle, recir- culating abrasive system with compressed air, blast nozzle, and abrasive, with or without vacuum for dust and abrasive recovery. 5.2.3 Dry abrasive blasting using a closed-cycle, recircu- lating abrasive system with centrifugal wheels and abrasive. 5.3 Other methods of surface preparation (such as wet abrasive blast cleaning) may be used to achieve a near-white metal blast cleaned surface by mutual agreement between those responsible for establishing the requirements and those responsible for performing the work. Information on the use of inhibitors to prevent the formation of rust immediately after wet abrasive blast cleaning is in Paragraph A5 of Appendix A. Section 6: Blast Cleaning Abrasives 6.1 The selection of abrasive size and type shall be based on the type, grade, and surface condition of the steel to be cleaned, the type of blast cleaning system used, the finished surface to be produced (cleanliness and surface profile [rough- ness]), and whether the abrasive will be recycled. 6.2 The cleanliness and size of recycled abrasives shall be maintained to ensure compliance with this standard. 6.3 The blast cleaning abrasive shall be dry and free of oil, grease, and other contaminants as determined by the test methods found in SSPC-AB 1, SSPC-AB 2, and SSPC-AB 3. 6.4 Any limitations on the use of specific abrasives, the quantity of contaminants, or the degree of allowable embed- ment shall be included in the procurement documents (project specification) covering the work, because abrasive embedment and abrasives containing contaminants may not be accept- able for some service requirements. Additional information on abrasive selection is in Paragraph A6 of Appendix A. 6.5 When a coating is specified, the cleaned surface shall be roughened to a degree suitable for the specified coating system. Additional information on surtace profile and the film thickness of coating applied over the surtace profile is in Paragraphs A7 and A8 of Appendix A. Section?: Procedures Following Blast Cleaning and Immediately Prior to Coating 7.1 Visible deposits of oil, grease, or other contaminants shall be removed according to SSPC-SP 1 or another method agreed upon by those parties responsible for establishing the requirements and those responsible for performing the work. 7.2 Dust and loose residues shall be removed from prepared surfaces by brushing; blowing off with clean, dry air; vacuum cleaning; or other methods agreed upon by those responsible for establishing the requirements and those responsible for performing the work. 7.2.1 The presence of toxic metals in the abrasives or coating being removed may place restrictions on the methods of cleaning permitted. The chosen method shall comply with all applicable regulations. 7.2.2 Moisture separators, oil separators, traps, or other equipment may be necessary to achieve clean, dry air. 7.3 After blast clean i ng, any remai ni ng su rface i mperfec- tions (e.g., sharp fins, sharp edges, weld spatter, burning slag, scabs, slivers) shall be removed to the extent required by the procurement documents (project specification). Any damage to the surtace profile resulting from the removal of surtace imperfections shall be corrected to meet the requirements of Paragraph 6.5. Additional information on surface imperfections is in Paragraph A4 of Appendix A. 7.4 Immediately prior to coating application, the entire surtace shall comply with the degree of cleaning specified in this standard. Any visible rust that forms on the surtace of the steel after blast cleaning shall be removed by recleaning the rusted areas before coating. Information on chemical contamination, rust-back (rerusting), and the effect of dew point (surtace condensation) is in Paragraphs A9, A10, and A11 of Appendix A. Section 8: Inspection 8.1 Work performed and materials supplied under this standard are subject to inspection by a representative of those responsible for establishing the requirements. Materials and work areas shall be accessible to the inspector. The proce- dures and times of inspection shall be as agreed upon by those responsible for establishing the requirements and those responsible for performing the work. 8.2 Conditions not complying with this standard shall be corrected. In the case of a dispute, an arbitration or settlement procedure established in the procurement documents (project specification) shall be followed. If no arbitration or settlement procedure is established, a procedure mutually agreeable to purchaser and supplier shall be used. 8.3 The procurement documents (project specification) should establish the responsibility for inspection and for any required affidavit certifying compliance with the specification. SSPC-SP 10/NACE No.2 January 1,2007 Section 9: Safety and Environmental Requirements 9.1 Because abrasive blast cleaning is a hazardous opera- tion, all work shall be conducted in compliance with applicable occupational and environmental health and safety rules and regulations. Section 10: Comments (Nonmandatory) 10.1 Additional information and data relative to this standard are in Appendix A. Detailed i nformation and data are presented in SSPC-SP COM.^ The recommendations in Appendix Aand SSPC-SP COM are believed to represent good practice, but are not to be considered requirements of the standard. The sections of SSPC-SP COM that discuss subjects related to near-white metal blast cleaning are listed below. Subject Commentary Section Abrasive Selection 6 Film Thickness 10 Maintenance Repainting 4.2 Reference Photographs 11 Rust-Back (Rerusting) 4.5 Surface Profile 6.2 Weld Spatter 4.4.1 Wet Abrasive Blast Cleaning 8.2 References 1. SSPC-SP 6/NACE No. 3 (latest revision), "Commercial Blast Cleaning" (Houston, TX: NACE, and Pittsburgh, PA: SSPC). 2. SSPC-SP 5/NACE No. 1 (latest revision), "White Metal Blast Cleaning" (Pittsburgh, PA: SSPC, and Houston, TX: NACE). 3. SSPC-VIS 1 (latest revision), "Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning" (Pittsburgh, PA: SSPC). 4. SSPC-AB 1 (latest revision), "Mineral and Slag Abrasives" (Pittsburgh, PA: SSPC). 5. SSPC-AB 2 (latest revision), "Cleanliness of Recycled Ferrous Metallic Abrasives" (Pittsburgh, PA: SSPC). 6. SSPC-AB 3 (latest revision), "Ferrous Metallic Abrasives" (Pittsburgh, PA: SSPC). 7. SSPC-SP 1 (latest revision), "Solvent Cleaning" (Pitts- burgh, PA: SSPC). 8. SSPC-SP COM (latest revision), "Surface Preparation Commentary for Steel and Concrete Substrates" (Pittsburgh, PA: SSPC). 9. SSPC-PAGuide 4 (latest revision), "Guideto Maintenance Repainting with Oil Base or Alkyd Painting Systems" (Pittsburgh, PA: SSPC). 10. NACE Standard SP0178 (formerly RP0178-2003) (latest revision), "Fabrication Details, Surface Finish Requirements, and Proper Design Considerations for Tanks and Vessels to Be Lined for Immersion Service" (Houston, TX: NACE). 11. NACE Standard RP0287 (latest revision), "Field Measure- ment of Surface Profile of Abrasive Blast-Cleaned Steel Surfaces Using a Replica Tape" (Houston, TX: NACE). 12. ASTMii> D 4417 (latest revision), "Standard Test Methods for Field Measurement of Surtace Profile of Blast Cleaned Steel" (West Conshohocken, PA: ASTM). 13. SSPC-PA2 (latest revision), "Measurement of Dry Coating Thickness with Magnetic Gages" (Pittsburgh, PA: SSPC). 14. SSPC-SP12/NACE No. 5(latestrevision), "Surface Prepa- ration and Cleaning of Metals by Waterjetting Priorto Recoating" (Pittsburgh, PA: SSPC, and Houston, TX: NACE). 15. SSPC-Guide 15 (latest revision), "Field Methods for Retrieval and Analysis of Soluble Salts on Steel and Other Nonporous Substrates" (Pittsburgh, PA: SSPC). Appendix A: Explanatory Notes (Nonmandatory) Al FUNCTION: Near-white metal blast cleaning (SSPC- SP 10/NACE No. 2) provides a greater degree of cleaning than commercial blast cleaning (SSPC-SP 6/NACE No. 3) but less than white metal blast cleaning (SSPC-SP 5/NACE No. 1). It should be used when a high degree of blast cleaning is required. The primary functions of blast cleaning before coating are (a) to remove material from the surface that can cause early failure of the coating and (b) to obtain a suitable surface profile (roughness) to enhance the adhesion of the new coating system. The hierarchy of blasting standards is as follows: white metal blast cleaning, near-white metal blast cleaning, commercial blast cleaning, industrial blast cleaning, and brush-off blast cleaning. A2 MAINTENANCE COATING WORK: When this stan- dard is used in maintenance coating work, specific instructions should be provided on the extent of surface to be blast cleaned or spot blast cleaned to this degree of cleanliness. In these cases, this degree of cleaning applies to the entire specified "I ASTM International (ASTM), 100 Barr Harbor Drive, West Coshohocken, PA 19428-2959. SSPC-SP 10/NACE No. 2 January 1, 2007 area. For example, if all weld seams are to be cleaned in a maintenance operation, this degree of cleaning applies to 100 percent of all weld seams. If the entire structure is to be prepared, this degree of cleaning applies to 100 percent of the entire structure. SSPC-PA Guide 4' provides a description of accepted practices for retaining old sound coating, removing unsound coating, feathering, and spot cleaning. A3 REFERENCE PHOTOGRAPHS AND COMPARA- TORS:SSPC-VIS 1 provides color photographs for the various gradesof surface cleaning as a function of the initial condition of the steel. The photographsASP 10,BSP10,CSP10,DSP10, G^ SP 10, GjSP 10, and G3 SP 10 depict surfaces cleaned to near-white metal. Other available reference photographs and comparators are described in Section 11 of SSPC-SP COM. A4 SURFACE IMPERFECTIONS: Surface imperfections can cause premature coating failure when the sen/ice is severe. Coatings tend to pull away from sharp edges and projections, leaving little or no coating to protect the underlying steel. Other features that are difficult to cover and protect properly include crevices, weld porosities, laminations, etc. The high cost of the methods to remedy surface imperfections (such as edge rounding and weld spatter removal) should be weighed against the costs of a potential coating failure. Poorly adhering contaminants, such as weld slag residues, loose weld spatter, and some minor surface laminations, may be removed during the blast cleaning operation. Other surface defects (steel laminations, weld porosities, or deep corrosion pits) may not be evident until the surface cleaning has been completed. Repair of such surface defects should be planned properly because the timing of the repairs may occur before, during, or after the blast cleaning operation. Section 4.4 of SSPC-SP COM and NACE Standard SP0178^'' contain addi- tional information on surface imperfections. A5 WET ABRASIVE BLAST CLEANING: Steel that is wet abrasive blast cleaned may rust rapidly. Clean water should be used for rinsing. It may be necessary to add inhibitors to the water or apply them to the surface immediately after blast cleaning to temporarily prevent rust formation. The use of inhibitors or the application of coating over slight discoloration should be in accordance with the requirements of the coating manufacturer. CAUTION: Some inhibitive treatments may interfere with the performance of certain coating systems. A6 ABRASIVE SELECTION: Types of metallic and nonmetallic abrasives are discussed in SSPC-SP COM. Blasting abrasives may become embedded in, or leave residues on, the surface ofthe steel during cleaning. While such embedment or residues are normally not detrimental, care should be taken to ensure that the abrasive is free from detrimental amounts of water-soluble, solvent-soluble, acid-soluble, or other soluble contaminants (particularly if the cleaned steel is to be used in an immersion environment). Criteria for selecting andevaluating abrasives are in SSPC-AB 1, SSPC-AB 2, and SSPC-AB 3. A7 SURFACE PROFILE: Surface profile is the rough- ness of the surface that results from abrasive blast cleaning. The profile height is dependent on the size, shape, type, and hardness of the abrasive, particle velocity and angle of impact, hardness of the surface, amount of abrasive recycling, and the proper maintenance of working mixtures of grit and/or shot. The allowable minimum/maximum height of profile is usually dependenton the thickness ofthe coating to be applied. Large particle-sized abrasives (particularly metallic) can produce a surface profile that may be too high to be adequately covered by a single thin-film coat. Accordingly, the use of larger abrasives should be avoided in these cases. However, larger abrasives may be needed for thick-film coatings or to facilitate removal of thick coatings, heavy mill scale, or rust. If control of surtace profile (minimum/maximum) is deemed to be significant to coating pertormance, it should be addressed inthe procurement documents (project specification). Typical surtace profile heights achieved with commercial abrasive media are shown in Table 6 of SSPC-SP COM. Surtace profile should be measured in accordance with NACE Standard RP0287" or ASTM D 4417.'= A8 FILM THICKNESS: It is essential that ample coating be applied after blast cleaning to adequately cover the peaks of the surtace profile. The dry-film thickness of the coating above the peaks of the profile should equal the thickness known to be needed for the desired protection. If the dry-film thickness over the peaks is inadequate, premature rust-through or coating failure will occur. To ensure that coating thicknesses are properly measured, the procedures in SSPC-PA2'^ should be used. A9 CHEMICALCONTAMINATION: Steel contaminated with soluble salts (e.g., chlorides and sulfates) develops rust- back rapidly at intermediate and high levels of humidity. These soluble salts can be present on the steel surface prior to blast cleaning as a result of atmospheric contamination. In addition, contaminants can be deposited on the steel surface during blast cleaning ifthe abrasive is contaminated. Therefore, rust- back can be minimized by removing these salts from the steel surface and eliminating sources of recontamination during and after blast cleaning. Wet methods of removal are described in SSPC-SP 12/NACE No. 5." Identification of the contaminants along with theirconcentrations may be obtained from laboratory and field tests as described in SSPC-Guide 15.'^ A10 RUST-BACK: Rust-back (rerusting) occurs when freshly cleaned steel is exposed to moisture, contamination, or a corrosive atmosphere. The time interval between blast cleaning and rust-back varies greatly from one environment to another. Under mild ambient conditions, if chemical contami- nation (see Paragraph A9) is not present, it is best to blast clean and coat a surface on the same day. Severe conditions may require a more expeditious coating application to avoid contamination from fallout. Chemical contamination should be removed prior to coating. SSPC-SP 10/NACE No. 2 January 1, 2007 All DEW POINT: Moisture condenses on any surface that is colder than the dew point of the surrounding air. It is therefore recommended that the temperature of the steel surface be at least 3 °C (5 °F) above the dew point during dry blast cleaning operations. It is advisable to visually inspect for moisture and periodically check the suriace temperature and dew point during blast cleaning operations and to avoid the application of coating over a damp surface. SSPC-SP 16 April 1,2010 The Society For Protective Coatings SSPC: The Society for Protective Coatings SURFACE PREPARATION SPECIFICATION SSPC-SP 16 Brush-Off Blast Cleaning of Coated and Uncoated Galvanized Steel, Stainless Steels, and Non-Ferrous Metals Foreword This standard covers surface preparation of coated or uncoated metal surfaces other than carbon steel prior to the application of a protective coating system. Surface preparation using this standard is used to uniformly roughen and clean the bare substrate and to roughen the surface of intact coatings on these metals prior to coating application. Substrates that may be prepared by this method include, but are not limited to, galvanized surfaces, stainless steel, copper, aluminum, and brass. For the purpose of this standard, the zinc metal layer of hot-dip galvanized steel is considered to be the substrate, ratherthan the underlying steel.This standard is not to be used for cleaning coated or uncoated carbon steel substrates. Five different standards are available for cleaning carbon steel: White Metal Blast Cleaning', Near-White Metal Blast Cleaning^, Commercial Blast Cleaning', Industrial Blast Cleaning", and Brush-Off Blast Cleaning^. This standard is intended for use by coating specifiers, applicators, inspectors, or others who may be responsible for defining a standard degree of surtace cleanliness. This standard represents a degree of cleaning that is similar to that defined for carbon steel substrates in SSPC-SP7/NACE No. 4 except that a minimum surtace profile depth on the bare metal surface is required. 1. Scope 1.1 This standard covers the requirements for brush-off blast cleaning of uncoated or coated metal surfaces other than carbon steel by the use of abrasives. These requirements include visual verification of the end condition of the surtace and materials and procedures necessary to achieve and verify the end condition. 1.2 Informationabout the function of brush-off blast cleaning as defined in SP 16 is in Paragraph A1 of Appendix A. 2. Definitions 2.1 A brush-off blast cleaned non-ferrous metal surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, metal oxides (corrosion products), and other foreign matter. Intact, tightly adherent coating is permitted to remain. A coating is considered tightly adherent if it cannot be removed by lifting with a dull putty knife. Bare metal substrates shall have a minimum profile of 19 microm- eters (0.75 mil). 2.1.1 The entire surface shall be subjected to the abra- sive blast to achieve the specified degree of cleaning and to produce a dense and uniform suriace profile on the bare metal substrate. The peaks and valleys on the surface shall form a continuous pattern, leaving no smooth, unprofiled areas. Tightly adherent coating is permitted to remain. A coating is considered tightly adherent if it cannot be removed by lifting with a dull putty knife. 2.1.2 Intact coatings that are present shall be roughened and cleaned as specified in the procurement documents. If the surtace profile is not specified in the procurement docu- ments, the abrasive selected shall roughen the cleaned surface to the degree required by the product data sheet for the coating to be applied. 2.1.3 Immediately priorto coating application, the entire surtace shall comply with the degree of cleaning as speci- fied herein. 3. Associated Documents 3.1 Documents cited in the mandatory sections of this standard include: Document SSPC-SP 1^ ASTM D 4285" >^ Title Solvent Cleaning Standard Test Method for Indicat- ing Oil or Water in Compressed Air <" ASTM International (ASTM), 100 Ban- Harbor Drive, West Conshohocken, PA 19428-2959 SSPC-SP 16 April 1, 2010 ASTM D 4417(2>8 Standard Test Methods for Field Measurement of Surtace Profile of Blast Cleaned Steel ASTMD71279 Standard Test Method for Mea- surement of Surtace Roughness of Abrasive Blast Cleaned Metal Surfaces Using a Portable Stylus Instrument ASTM D 7393'° Method for Indicating Oil in Abra- sives 3.2 The latest issue, revision, or amendment of the docu- ments listed in Paragraph 3.1 in effect on the date of invitation to bid shall govern unless otherwise specified. 3.3 If there is a conflict between the requirements of any of the documents listed in Paragraph 3.1 and this standard, the requirements of this standard shall prevail. 4. Procedures Before Brush-Off Blast Cleaning of Non-Ferrous Metal Surfaces 4.1 Before blast cleaning of non-ferrous metal surfaces, visible deposits of oil, grease, or other contaminants that would interfere with coating adhesion shall be removed in accordance with SSPC-SP 1 or other specified methods. 4.2 Surface imperfections shall be corrected to the extent specified in the procurement documents (project specifica- tions). Additional information on surface imperfections is in Paragraph A2 of Appendix A. 4.3 Unique Requirements for Preparation of Galvanized Steel 4.3.1 Before blast cleaning, galvanized surfaces shall be checked forthe presence of "wet storage stain." Blast cleaning shall not be used to remove wet storage stain. The "dwell time" necessary for the blast stream to remove wet storage stain can damage the galvanized surface. Additional information on the removal of wet storage stain is in Paragraph A3 of Appendix A. Additional information on blast cleaning galvanized steel is in Appendix A9. 4.3.2 Unless written documentation exists to confirm that a galvanized surface is known to be free of chromates or other passivating treatments, representative areas of galvanized surfaces that will be coated shall be tested as described in Section 4.3.3 for the presence of chromates or other passi- vating treatments before brush-off blast cleaning is pertormed. If chromates or other passivating treatments are detected, the surtace shall be retested after blast cleaning to confirm complete removal. OSHA requirements for worker protection from toxic metals may apply. Additional information on heavy metal toxicity is in Paragraph A4 of Appendix A. 4.3.3 Test for Presence of Passivating Treatments on Galvanizing (e.g., Chromating): "Chromating" refers to the treatment of galvanized parts to prevent the occurrence of wet storage stain. Most sheet metal and coil stock used to fabricate decking and curtain wall receives chromating treatments. The presence of chromates or other passivating treatments is detected by using a solution of copper sulfate, with the following procedure: 1. Ensure that surtaces are free of any visible oxidation or oxidation by-products 2. Prepare the solution by dissolving 2 grams of copper sulfate crystals in 100 ml of deionized water 3. Mark off three adjacent areas on the galvanized part, approximately 6.45 cm= (1 inch^) 4. Leave one area untouched, solvent wash the second and third areas, and also thoroughly sand the third area using emery paper. 5. Using an eyedropper or pipette, saturate a cotton swab with the copper sulfate solution and apply to all three areas, or apply the solution directly to the three areas. If all three areas turn black immediately there is no passivation on the surtace. If the first area does not turn black within 10 seconds and the second and third areas turn black immedi- ately, there is no passivation on the surtace with the possible exception of light oil. If the first and second areas do not turn black within 10 seconds and the third area turns immediately, a passivator of some type is present. 5. Blast Cleaning Methods and Operation 5.1 Clean, dry compressed air shall be used for nozzle blasting. Cleanliness of the compressed air shall be verified in accordance with the procedure described in ASTM D 4285. Moisture separators, oil separators, traps, or other equipment may be necessary to achieve this requirement. 5.2 Any of the following methods of surtace preparation may be used to brush-off blast clean a non-ferrous metal substrate, but the presence of toxic metals in the abrasives or coating being removed can place restrictions on the methods of cleaning permitted. The chosen method shall comply with all applicable regulations. 5.2.1 Dry abrasive blasting using compressed air, blast nozzles, and abrasive. 5.2.2 Dry abrasive blasting using a closed-cycle, recir- culating abrasive system with compressed air, blast nozzle, and abrasive, with or without vacuum for dust and abrasive recovery. 5.2.3 Dry abrasive blasting using a closed-cycle, recircu- lating abrasive system with centrifugal wheels and abrasive. Although ASTM D 4417 is written for blast-cleaned steel, the methods are suitable for use on non-ferrous metals. SSPC-SP 16 April 1, 2010 5.2.4 When specified, other methods of surtace preparation (such as wet abrasive blast cleaning) may be used to brush-off blast clean non-ferrous metal surtaces. Additional information on cleaning soft and thin substrates is in Paragraphs A5, A6, and A7 of Appendix A. Additional information on the use of wet abrasive blast cleaning to clean galvanized surfaces is in Paragraph A9.3 of Appendix A. 6. Abrasives for Brush-Off Blast Cleaning of Non-Ferrous Metal Substrates 6.1 The selection of abrasive size and type shall be based on the type, grade, and surtace condition of the surface to be cleaned, the type of blast cleaning system used, the finished surface to be produced (cleanliness and surtace profile [rough- ness]), and whether the abrasive will be recycled. 6.2 The cleanliness and size of recycled abrasives shall be maintained to ensure compliance with this standard. 6.3 The blast cleaning abrasive shall be dry and free of oil and grease, as determined by ASTM D 7393. 6.4 The abrasive shall comply with any limitations or special requirements stipulated bythe procurement documents. Abrasive embedment and abrasives containing contaminants may not be acceptable for some service requirements. Addi- tional information on abrasive selection is in Paragraphs A8 andA8.1 of Appendix A. 6.5 The abrasive material shall produce a dense and uniform profile acceptable for application of the intended coating. After cleaning, the cleaned metal surface shall have a minimum 19-micrometer (0.75 mil) profile, measured in accordance with ASTM D 4417 or ASTM D 7127. If present, intact tightly adherent coating shall be roughened as specified in the procurement documents (project specification). If the surtace profile is not specified in the procurement documents, the abrasive selected shall roughen the cleaned surface to the degree required by the product data sheet for the coating to be applied. 7. Procedures Following Brush-Off Blast Cleaning and Immediately Prior to Coating 7.1 Visible deposits of oil, grease, or other contaminants shall be removed as required by SSPC-SP 1, or as specified. 7.2 Dust, dirt and loose residues shall be removed from prepared surtaces by brushing; blowing off with clean, dry air; vacuum cleaning; or other specified methods. 7.3 Removal of chromatesorother passivating treatments detected on galvanized surfaces (see Section 4.3.2) shall be confirmed before coating application, using the procedure in Section 4.3.3. 7.4 Immediately prior to coating application, the entire surtace shall comply with the degree of cleaning specified in this standard. 8. Disclaimer 8.1 While every precaution is taken to ensure that all information furnished in SSPC standards and specifications is as accurate, complete, and useful as possible, SSPC cannot assume responsibility nor incur any obligation resulting from the use of any materials, coatings, or methods specified herein, or of the specification or standard itself. 8.2 This specification does not attempt to address all problems concerning safety and health associated with its use. The user of this specification, as well as the user of all products or practices described herein, is responsible for insti- tuting appropriate health and safety practices and for ensuring compliance with all governmental regulations. References 1. SSPC-SP 5/NACE No. 1 (latest revision), White Metal Blast Cleaning (Pittsburgh, PA: SSPC, and Houston, TX: NACE) 2. SSPC-SP 10/NACE No. 2 (latest revision), Near-White Metal Blast Cleaning (Pittsburgh, PA: SSPC, and Houston, TX: NACE) 3. SSPC-SP 6/NACE No. 3 (latest revision), Commercial Blast Cleaning (Pittsburgh, PA: SSPC, and Houston, TX: NACE) 4. SSPC-SP 14/NACE No. 8 (latest revision), Industrial Blast Cleaning (Pittsburgh, PA: SSPC, and Houston, TX: NACE) 5. SSPC-SP 7/NACE No. 4 (latest revision), Brush-Off Blast Cleaning (Pittsburgh, PA: SSPC, and Houston, TX: NACE) 6. SSPC-SP 1 (latest revision). Solvent Cleaning (Pitts- burgh, PA: SSPC). 7. ASTM D 4285 (latest revision), Standard Test Method for Indicating Oil or Water in Compressed Air (West Conshohocken, PA: ASTM International). 8. ASTM D 4417 (latest revision), Standard Test Methods for Field Measurement of Surtace Profile of Blast Cleaned Steel (West Conshohocken, PA: ASTM International) 9. ASTM D7127(latestrevision),StandardTestMethodfor Measurement of Surtace Roughness of Abrasive Blast Cleaned Metal Surfaces Using a Portable Stylus Instru- ment (West Conshohocken, PA: ASTM International) 10. ASTM D 7393 (latest revision) Method for Indicating Oil in Abrasive 11. Code of Federal Regulations, Title 29 Part 1926.1126 (Chromium VI) 12. ASTM B 6 (latest revision). Standard Specification for Zinc (West Conshohocken, PA: ASTM International) 13. Code of Federal Regulations, Title 29 Part 1926.62 (Lead) SSPC-SP 16 April 1, 2010 14. ASTM D 1730 (latest revision), Standard Practices for Preparation of Aluminumand Aluminum-Alloy Surfaces for Painting (West Conshohocken, PA: ASTM International) 15. SSPC-SP COM (latest revision), Surface Preparation Commentary for Steel and Concrete Substrates (Pitts- burgh, PA: SSPC) 16 SSPC-AB 1 (latest revision). Mineral and Slag Abrasives (Pittsburgh, PA: SSPC). 17 SSPC-AB 2 (latest revision). Cleanliness of Recycled Ferrous Metallic Abrasives (Pittsburgh, PA: SSPC). 18. SSPC-AB 3 (latest revision), Ferrous Metallic Abrasives (Pittsburgh, PA: SSPC). 19. SSPC-AB 4 (latest revision). Recyclable Encapsulated Abrasive Media (Pittsburgh PA: SSPC). 20. ASTM A123 (latest revision). Standard Specification for Zinc(Hot-DipGalvanized)Coatingson Iron and Steel Prod- ucts (West Conshohocken, PA; ASTM Intemational) 21. ASTM A 153 (latest revision). Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware (West Conshohocken, PA: ASTM International) 22. ASTM A 780 (latest revision), Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings (West Conshohocken, PA: ASTM International) 23. ASTM D 6386 (latest revision). Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Painting (West Conshohocken, PA: ASTM International) Nonmandatory Appendix A: Explanatory Notes A1 FUNCTION: This standard provides a degree of cleaning for non-ferrous metal substrates comparable to or greaterthan brush-off blast cleaning (SSPC-SP 7/NACE No. 4) of carbon steel. It is used to clean and roughen coated and uncoated metal surfaces (other than carbon steel), typically associated with the application of a protective coating system. The primary functions of brush-off blast cleaning of non-ferrous metal substrates before coating are (a) to remove material from the surface that can cause early failure of the coating and (b) to obtain a suitable surface profile (roughness) to enhance the adhesion of the new coating system. A2 SURFACE IMPERFECTIONS: Surface imperfec- tions can cause premature failure when the service is severe. Coatings tend to pull away from sharp edges and projections, leaving little or no coating to protect the underlying surface. Other features that are difficult to properly cover and protect include crevices, weld porosities, laminations, etc. The high cost of the methods to remedy surface imperfections requires weighing the benefits of edge rounding, weld spatter removal, etc., versus a potential coating failure. A3 WET STORAGE STAIN: Wet storage stain is the whitish zinc corrosion product that forms when galvanized parts are exposed to moist air without sufficient air circulation between the parts. Wet storage stain will reduce the adhesion of subsequently applied coatings, possibly resulting in coating delaminatlon. Using a nylon brush and rinsing with water may remove light cases of wet storage stain. More severe cases with thick deposits may be removed by brushing with a dilute solution of acetic or citric acid. Surtace contact time should be less than four minutes. Ume juice and white vinegar have been found to be effective cleaners.'^' Immediately after brushing, the cleaned areas should be rinsed with a large amount of water A4 TOXICITY: The presence of toxic substances in the abrasive or material being removed may place restrictions on the methods of cleaning permitted. If chromates are present, requirements of 29 CFR 1926.1126 (hexavalent chromium [chromium VI])" for worker protection may apply. ASTM B 6'= lists five grades of zinc containing various levels of lead ranging from 0.003% to 1.4%. Depending on the grade of zinc used by the galvanizer, abrasive blast cleaning of the galvanized surface may also require compliance with Code of Federal Regulations,*"' Title 29 part 1926.62 (Lead).'' A5 EROSION OF SOFT METAL SUBSTRATES: When performing brush-off blast cleaning of soft metals such as aluminum, copper, and brass, care should be taken to avoid erosion ofthe meta! substrate. Examples of techniques that may reduce the risk of erosion include the use of softer abrasives, lower nozzle pressures, and increased stand-off distances. A6 DEFORMATION OF THIN METAL SUBSTRATES: Metal parts less than about 20 gauge in thickness may deform during brush-off blast cleaning. Deformation of thin metal substrates may be prevented by reducing the blast pressure and moving the blast nozzle rapidly across the surface being roughened and cleaned. A7 BRUSH-OFF BLAST CLEANING ALUMINUM, COPPER, BRASS AND STAINLESS STEEL: Brush-off blast cleaning may not remove stains that could be detrimental to a paint system. If stains are still present after brush-off blast cleaning, they should be removed by spot cleaning, power brushing, or orbital sanding using stainless steel wire brushes, or stainless steel abrasive pads, followed by repeat brush-off blast cleaning if necessary to provide the desired profile. When brush-off blast cleaning aluminum, the protective oxide layer is removed. A high performance coating system will improve the corrosion protection of the metal. Additional information on the preparation of aluminum and aluminum alloys for painting can be found in ASTM D 1730.'" ''1 B. Duran and T. Langill, "Cleaning Wet Storage Stain from Galvanized Surfaces," in Galvanizing Notes, October 22, 2007. (Centennial, CO: American Galvanizers Association). The U.S. Code of Federal Regulations may be accessed online at <http://www.access.gpo.gov/nara/cfr/cfr-table-search.html>. SSPC-SP 16 April 1, 2010 AS ABRASIVE SELECTION AND USE: Types of metallic and non-metallic abrasives are discussed in the Surface Preparation Commentary (SSPC-SP COM).'= It is important to recognize that blasting abrasives may become embedded in or leave residues on the surface during preparation. Embedment can be detrimental (for example, ferrous metallic abrasives on stainless steel or aluminum). Carbon steel and chilled iron abrasives should not be used on stainless steel substrates, or when chemistry of the embedded abrasive could cause halogen- induced stress corrosion cracking or liquid metal embrittle- ment. Care should be taken to ensure that the abrasive is free from detrimental amounts of water-soluble, solvent-soluble, acid-soluble, or other soluble contaminants (particularty if the prepared surtace is to be used in an immersion environment). Criteria for selecting and evaluating some types of abrasive media are given in SSPC-AB 1, AB 2, AB 3 and AB 4.'^ " '«'^ Other media may also be suitable (see A8.1.1). A8.1 Abrasive Size and Hardness: The size and hard- ness of abrasive media selected for brush-off blasting of non- ferrous metal substrates should be based on surtace profile requirements. Abrasives in the size range 35 to 70 mesh having a Mohs hardness of 5 or less will generally pertorm well for cleaning substrates such as galvanized steel, aluminum, brass, and copper Harder abrasives are typically required for stainless steel. A8.1.1 Softer abrasives are frequently used to prevent deformation of thin sheets of metal during blast cleaning. Some materials that have been found to be suitable include, but are not limited to aluminum/magnesium silicate, soft mineral sands, soft crushed glass and glass bead media, and organic media such as corncobs or walnut shells. A8.2 Air Pressure: Relatively low nozzle pressures should be used for aluminum, copper, and galvanized steel to reduce the risk of damage to the substrate. Higher pressures are more suitable for stainless steel. A9 BRUSH-OFF BLAST CLEANING GALVANIZED STEEL A9.1 Thickness of Zinc on Galvanized Steel: The zinc layers should remain intact during brush-off blast cleaning. The rate of cleaning is typically 110 m^ per hour (1200 ft^per hour) or greater It is recommended that thethickness of new galvanizing be measured before and after brush-off blast cleaning using measurement techniques described in SSPC-PA 2 to confirm that it still conforms to ASTM Al 23 or ASTM Al 53A/153M, as applicable. Any areas with insufficient thickness should be repaired in accordance with ASTM A 780.^°'^' A9.1.1 For some complicated shapes, a reduction in galvanizing thickness may be difficult to avoid. A mock-up or test area should be abrasive blasted to determine if excessive zinc is removed. If this is the case, consideration should be given to replacing the zinc (e.g. spot applications of an organic zinc-rich primer) or alternative measures of surtace prepara- tion such as zinc phosphate treatment may be used. These methods are beyond the scope of this standard. A9.2 Zinc Oxides: Newly exposed zinc surtaces will oxidize rapidly, especially in the presence of moisture. During brush-off blast cleaning and subsequent painting of galvanized steel, the surface temperature should be a minimum of 3 "C (5 °F) above the dew point, in order to retard the formation of zinc oxides. To limit the amount of zinc oxide on the cleaned surface, galvanizing should not be permitted to get damp after cleaning, and should be painted as soon as possible within the same work shift that the surtaces were cleaned. A9.3 On galvanized steel surtaces, the use of wet abrasive blast cleaning can result in formation of oxides and hydroxides. Additional information on the preparation of galvanized steel for painting can be found in ASTM D 6386.^' SURFACE PREPARATION STANDARDS Your coatings supplier will always designate the degree of surface preparation required for the materials you are using. The basic standards for preparing metal substrates are a joint effort between the Society for Protective Coatings (SSPC) and the National Association of Corrosion Engineers International (NACE). SSPC-SPl Solvent Cleaning Removal of all visible oil, grease, soil, drawing and cutting compounds, and other soluble contaminants from steel surfaces with solvent, vapor, cleaning compound, alkali, emulsifying agent, or steam. SSPC-SP2 Hand Tool Cleaning Removes all loose mill scale, loose rust, loose paint, and other loose detrimental foreign matter by hand chipping, scraping, sanding, and wire brushing. SSPC-SP3 Power Tool Cleaning Removes all loose mill scale, loose rust, loose paint, and other loose detrimental foreign matter by power wire brushing, power sanding, power grinding, power tool chipping, and power tool descaling. SSPC-SP5 / NACE 1 White Metal Blast Cleaning When viewed without magnification, the surface shall be free of all visible oil, grease, dust, dirt, mill scale, rust, coating, oxides, corrosion products and other foreign matter. SSPC-SP6 / NACE 3 Commercial Blast Cleaning When viewed without magnification, the surface shall be free of all visible oil, grease, dust, dirt, mill scale, rust, coating, oxides, corrosion products and other foreign matter of at least 66-2/3% of unit area, which shall be a square 3 in. x 3 in. (9 sq. in.). Light shadows, slight streaks, or minor discolorations caused by stains of rust, stains of mill scale, or stains of previously applied coating in less than 33-1/3% ofthe unit area is acceptable. SSPC-SP7 / NACE 4 Brush-OflF Blast Cleaning When viewed without magnification, the surface shall be free of all visible oil, grease, dirt, dust, loose mill scale, loose rust, and loose coating. Tightly adherent mill scale, rust, and coating may remain on the surface. Mill scale, rust, and coating are considered tightly adherent if they cannot be removed by lifting with a dull putty knife. SSPC-SPl 0 / NACE 2 Near-White Blast Cleaning When viewed without magnification shall be free of all visible oil, grease, dust, dirt, mill scale, rust, coating, oxides, corrosion products and other foreign matter of at least 95% of each unit area. Staining shall be limited to no more than 5 percent of each unit area, and may consist of light shadows, slight streaks, or minor discolorations caused by stains of rust, stains of mill scale, or stains of previously applied coatings. Unit area shall be approximately 3 in. x 3 in. (9 sq. in.). SSPC-SPl 1 Power Tool Cleaning to Bare Metal When viewed without magnification, the surface shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter. Slight residues of rust and paint may be left in the lower portion of pits if the original surface is pitted. The surface profile shall not be less than 1 mil (25 microns). SURFACE PREPARATION STANDARDS SSPC-SP12 / NACE 5 Surface Preparation and Cleaning of Steel and Other Hard Materials by High- and Ultra High- Pressure Waterjetting Prior to Recoating This standard requires waterjetting at high- or ultra high-pressure to prepare a surface for recoating using pressure above 10,000 psi. Water jetting will not produce a profile; rather, it exposes the original abrasive-blasted surface profile. Waterjetting shall be performed to meet four conditions: VVJ-l, WJ-2, WJ-3, and WJ-4, and a minimum acceptable surface shall have all loose rust, loose mill scale, and loose coatings uniformly removed. SSPC-SPl 3 / NACE 6 Surface Preparation of Concrete Provides requirements for surface preparation of concrete by mechanical, chemical, or thermal methods prior to the application of bonded protective coating or lining systems. SSPC-SP14 / NACE 8 Industrial Blast Cleaning Removal of all visible oil, grease, dust and dirt, when viewed without magnification. Traces of tightly adherent mil scale, rust, and coating residues are permitted to remain on 10% of each unit area ofthe surface if they are evenly distributed. Shadows, streaks, and discoloration caused by stains of rust, stains of mill scale, and stains of previously applied coating may be present on the remainder ofthe surface. SURFACE PREPARATION STANDARDS WATERJETTING STANDARDS SSPC-SP12/NACE5 Surface Preparation and Cleaning of Steel and Other Hard Materials by High- and Ultra High- Pressure Waterjetting Prior to Recoating This standard requires waterjetting at high- or ultra high-pressure to prepare a surface for recoating using pressure above 10,000 psi. Waterjetting will not produce a profile; rather, it exposes the original abrasive-blasted surface profile. The specifier shall use one of the visual surface preparation definitions (WJ-1 to Vyj-4) and one of the non- visual surface preparation definitions (SC-1 to SC-3) to specify the degree of visible and non-visible surface matter to be removed. Pressure Categorization Low-Pressure Water Cleaning (LP WC) Cleaning performed at pressures less than 34 Mpa (5,000 psi) High-Pressure Waterjetting (HP WJ) Cleaning performed at pressures from 70 to 170 Mpa (10,000 to 25,000 psi) High-Pressure Water Cleaning (HP WC) Cleaning performed at pressures from 34 to 70 Mpa (5,000 to 10,000 psi) Ultrahigh-Pressure Waterjetting (UHP WJ) Cleaning performed at pressures above 170 Mpa (25,000 psi) Visual Conditions of Surface Cleanliness WJ-1 Surface shall be free of all previously existing visible rust, coatings, mill scale, and foreign matter and have a matte metal finish WJ-3 Surface shall be cleaned to a matte finish with at least two-thirds of the surface area free of all previously existing visible residues (except mill scale), and the remaining one-third containing only randomly dispersed stains of previously existing rust, coatings, and foreign matter WI-2 Surface shall be cleaned to a matte finish with at least 95% of the surface area free of all previously existing visible residues and the remaining 5% containing only randomly dispersed stains of rust, coatings, and foreign matter WJ-4 Surface shall have all loose rust, loose mill scale, and loose coatings uniformly removed Non-Visual Conditions of Surface Cleanliness SC-1 Surface shall be free of all detectable levels of contaminants as determined using available field test equipment with sensitivity approximating laboratory test equipment. For purposes of this standard, contaminants are water-soluble chlorides, iron-soluble salts, and sulfates SC-2 Surface shall have less than 7 pg/cm^ chloride contaminants, less than 10 pg/cm^ of soluble ferrous ion levels, and less than 17 pg /cm* of sulfate contaminants as verified by field or laboratory analysis using reliable, reproducible test equipment SC-3 Surface shall have less than 50 pg/cm* chloride and sulfate contaminants as verified by field or laboratory analysis using reliable, reproducible test equipment SURFACE PREPARATION STANDARDS SURFACE PREPARATION BY SUBSTRATE Iron or Steel Galvanized Aluminum Pre-Finished Metals stainless Steel Non-Ferrous Metals Plastic-PVC/FRP Concrete Previously Painted Surfaces SSPC-SPl Solvent Cleaning X X X X X X X X SSPC-SP2 Hand Tool Cleaning X X SSPC-SP3 Power Tool Cleaning X X X SSPC-SP11 Power Tool Cleaning to Bare Metal X SSPC-SP7/NACE4 Brush-Off Blast Cleaning X X X X X X X X SSPC-SP14/NACE 8 Industrial Blast Cleaning X SSPC-SP6/NACE 3 Commercial Blast Cleaning X SSPC-SP10/NACE2 Near-White Blast Cleaning X SSPC-SP5/NACE 1 White Metal Blast Cleaning X SSPC-SP12/NACE 5 High- and Ultrahigh-Pressure Water Jetting Prior to Recoating X X X X X SSPC-SP13/NACE 6 Surface Preparation of Concrete X Concrete can also be ckaned and prepared using ASTM D 4260 (Acid Etch - Floors), ASTM D 4258 (Sobent Cleaning), ASTM D 3359 (To Check Adhesion), and ASTM D 4259 (To Abrade Concrete). ^ IO: PC140042 1925 DOVELN LA COSTA GREENS(PALOMA) APTS: REPAIRS FOR WATER DAMAGE // REPLACE DOORS & THRESHOLDS // REPAIR ONLY THRESHOLDS AS NEEDED // REPAIR STUCCO WEEP SCREEDS // REPAIR STAIR NOSINGS // REFURBISH EXTERIOR LIGHT POLES, LIKE FOR LIKE // 180 TOTAL APARTMENTS IN 8 BUILDINGS PLANCK Lot#; BUCKLES & ASSOCIATES INC CB1417S2 1925 DOVELN A.AI^^'^J LA COSTA GREENS(PALOMA) APTS -f*^/ BLDG 8 REPAIRS FOR WATER DAMAGE // REPLACE DOORS & THRESHOLDS // REPAIR ONLY THRESHOLDS AS NEEDED // REPAIR STUCCO WEEP SCREEDS // REPAIR STAIR NOSINGS // REFURBISH EXTERIOR LIGHT POLES, LIKE FOR LIKE RESDNTL RAD Lot#: BUCKLES & ASSOCIATES INC CB141759 1953 DOVELN LA COSTA GREENS(PALOMA) APTS BLDG 1 COMMUNITY BLDG REPAIRS FOR WATER OM^v ?uo Jl^"-*^^ * THRESHOLDS // REPAIR w^PP REPAIR STUCCO PPn ^oo?.?^^^^® " '^^P^'f^ STAIR NOSINGS // R™''' '^TD' '"^^ ^"'^ ^"^^ Lot# BUCKLES & ASSOCIATES INC CB141758 1949 DOVELN LACOSTA GREENS(PALOMA) APTS: BLDG 2 REPAIRS FOR WATER DAMAGE // REPLACE DOORS & THRESHOLDS // REPAIR ONLY THRESHOLDS AS NEEDED // REPAIR STUCCO WEEP SCREEDS // REPAIR STAIR NOSINGS // REFURBISH EXTERIOR LIGHT POLES, LIKE FOR LIKE RESDNTL RAD Lot#: BUCKLES & ASSOCIATES INC 08141757 1945 DOVELN LA COSTA GREENS(PALOMA) APTS: BLDG 3 REPAIRS FOR WATER DAMAGE // REPLACE DOORS & THRESHOLDS // REPAIR ONLY THRESHOLDS AS NEEDED // REPAIR STUCCO WEEP SCREEDS // REPAIR STAIR NOSINGS // REFURBISH EXTERIOR LIGHT POLES, LIKE FOR LIKE RESDNTL RAD Lot*: BUCKLES & ASSOCIATES INC CB141756 1941 DOVELN LA COSTA GREENS(PALOMA) APTS BLDG 4 REPAIRS FOR WATER DAMAGE // REPLACE DOORS & THRESHOLDS // REPAIR ONLY THRESHOLDS AS NEEDED // REPAIR STUCCO WEEP SCREEDS // REPAIR STAIR NOSINGS //REFURBISH EXTERIOR LIGHT POLES, LIKE FOR LIKE RESDNTL RAD Lot#: BUCKLES & ASSOCIATES INC CB141755 1937 DOVELN >\>^V1A*^ LA COSTA GREENS(PALOMA) APTS: BLDG 5 REPAIRS FOR WATER DAMAGE // REPLACE DOORS & THRESHOLDS // REPAIR ONLY THRESHOLDS AS NEEDED // REPAIR STUCCO WEEP SCREEDS // REPAIR STAIR NOSINGS //REFURBISH EXTERIOR LIGHT POLES, LIKE FOR LIKE RESDNTL RAD Lot#: BUCKLES & ASSOCIATES INC CB141754 1933 DOVELN LA COSTA GREENS(PALOMA) APTS: /"^^ BLDG 6 REPAIRS FOR WATER DAMAGE // REPLACE DOORS & THRESHOLDS // REPAIR ONLY THRESHOLDS AS NEEDED // REPAIR STUCCO WEEP SCREEDS // REPAIR STAIR NOSINGS // REFURBISH EXTERIOR LIGHT POLES, LIKE FOR LIKE RESDNTL RAD Lot#: BUCKLES & ASSOCIATES INC CB141753 1929 DOVELN ^M*^! LA COSTA GREENS(PALOMA) APTS BLDG 7 REPAIRS FOR WATER DAMAGE // REPLACE DOORS & THRESHOLDS // REPAIR ONLY THRESHOLDS AS NEEDED // REPAIR STUCCO WEEP SCREEDS // REPAIR STAIR NOSINGS // REFURBISH EXTERIOR LIGHT POLES, LIKE FOR LIKE RESDNTL RAD Lot#: BUCKLES & ASSOCIATES INC /// SMEAD No. 150C UPC 15300 smead.com • Made In USA CERmH) I SOUKMJ nSUBBMWBNOOUCrUC CFIKSRHKaUM IO: PC140042 1925 DOVELN LA COSTA GREENS(PALOMA) APTS REPAIRS FOR WATER DAMAGE // REPLACE DOORS S CB141752 1925 DOVELN LA COSTA GREENS{PALOMA) APTS: Bl no R RFPAlP.c; POD XAiATca riAiiA/ KtPAIKb FOR WATER DAMAGE // REPLACE DOORS S i Bl DG R RFPAIPR POD IA/STCD PIA.IA, CB141759 1953 DOVELN if C0STA_GREENS(PAL0MA) APTS: