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Home My WebLink AboutRenovate/addition project manual-1997 � � ' WOODHOUSE RE5IDENCE ■ RENOVATION AND ADDITION ■ � WAYZATA, NIINNESOTA . � i 1 PR4JE C T MANUAL � � � � ISSUED � AUGUST 1, 1997 � ARCHITECT: PROJECT MANAGER: V.S.LATHAM CBA,LTD.,Construchon Cansulhng&Pro�ectManagement 1 526 LAUREL AVENUE 1300 NICOLLET MALL,SUITE 3002 SAINT PAUL,MINNESOTA 551Q4 MINNEAPOLIS,MINNESOTA 55403 � MECHANICAL/ELECTRICAL ENGINEERS: INTERIOR DESIGN: STEEN ENGINEERING&CONSTRUCTION ROBERT SIDENBERG,INC. SERVICES,INC. 1108 NICOLLET MALL,SUITE 212 36d5 FRANCE AVENUE NORTH MINNEAPOLIS,MINNESOTA 55403 � ROBBINSDALE,MINNESOTA 55422 � , � � TABLE OF CONTEIVTS � DIVISION - 0 BIDDING AND CONTRACT DOCUMENTS 00001 INSTRUCTIONS TO BIDDERS 00002 FORM OF PROPOSAL � 00003 FORM OF OWNER/CONTRACTOR AGREEMENT 00004 GENERAL CONDITIONS OF THE CONTRACT 0000� ALLOWANCES � 00006 ALTERNATES 00007 OVVNER FURNISHED ITEMS AND OWNER�S OTHER CONTRACTORS � DIVISION - 1 GENERAL REQUIREMENTS 01001 BASIC REQUIREMENTS � DIVISION - 2 SITEWORK 020» SELECTIVE DEMOLITION 02200 EARTHWORK � DIVISION - 3 CONCRETE 0�001 CONCRETE � DIVISION -�4 MASONRY 04100 MORTAR AND MASONRY GROUT � 04300 UNIT MASONRY SYSTEM DIVISION - > METALS 0�?00 METAL FABRICATIONS �' DIVISION - 6 WOOD AND PLASTICS 06100 ROUGH CARPENTRY � 06200 FINISH CARPENTRI' DIVISION - 7 THERMAL AND MOISTURE PROTECTION � 07200 BUILDING WSULATION T 07313 WOOD SHINGLES 07610 METAL ROOF UNIT � 07620 GUTTER, DOWNSPOUTS AND FLASHINGS DIVISION - 8 DOORS AND WINDOWS � 08210 WOOD DOORS 08360 GARAGE DOOR 0860� WOOD WINDOWS � DIVISION - 9 FINISHES 092?0 GYPSUM DRYWALL � 09300 TILE 09�» WOOD FLOOR � DIVISION - 1� MECHANICAL DIVISION - 16 ELECTRICAL 1 � Instructions To Biddcrs Issue Date: Au�ust 1. 19��7 � 1NSTRUCTIONS TO BIDDERS � the Project: WOODHOUSE RESIDENCE RENOVATION d: AUDITIO?� 262> Nonh Shorc Dri�e: � Wa�zata. Minnesota >i391 the O��ncr: ANGELA WOODHOUSE 262� North Shore Drive: � VJayzata. Minnesota »391 thc Architcct: V.S. LATHAM � �26 Laurel A��enue Saint Paul. Miilnesota �ilO� Attention: Ms. Ginm� Latham Tcicphonc: (612) 376-I 9f�� the MEP En�;inccrs: STEEN ENGINEERING b: CONSTRIiCTION SERVICES, INC. 360� Francc A�cnuc Norlh � Robbinsd�ile. Miuucsota »-t22 Attcntion: Mr. Mark R. Brcngman PE Telephone: (612) �39-9C6-4 Facsimile: (612) ;29-9631 � thc Intcrior Dctii�ncr: ROBERT SIDENBERG, INC. 11O8 Nicollct Mall. Suitc 212 � Minncapolis. Minnesot�> >;�U.; Attcntion: Ms. hatic Sidcnbcr� Telcphonc: (Gl2) ;39-GGGu � Facsimile: (612) 3;�I-;-1;1 thc Pro,jcct Manaticr: CBA, LTD. � 1300 Nicollct Mall. Suite 3(102 Minneapolis. Minnesota »-4U3 Attention: Mr. Jern� R. S��ce Tcicphonc: (612) ��2-�>;UU � Facsimilc: (6l2) 3�2-�I3U1 BID PROCEDURE - Thc O��ncr intcnds to solicit Compctiti�c Bids from Imitcd Gcncral Contr,�ctors nnd � intends to cntcr into Construction Contracl arrangcmcnts on a so-c11IICCI SIII�IC-PI'lIl1C V,isis. BID SUBMITTAL DATES AND TIME - Plcasc submit �our Propos��ls. in dupiir�tc. on Ihc lornis furnishcd ��our office. to the office of thc Project Manager. CE3A, LTD., I31►II Nicollet �1all, Suite 311112, �1inncauoli�, � Minncsota��(13 on or beforc 2:OU PM,Au;,�ust 19, IH97. PROPOSAL DOCUMENTS DISTRIBUTION - All Imitcd Gcneral Contractors ��ill cach bc gi�cn t��o � complete sets of Proposal (Bid) Documents. Additional sets of Proposal Docuinenls ma�� be purchased a� the printers. ALBINSON, INC., 30U First A��enuc North, Suitc lll(1, 111inncauolis, Minnesotu ��111, Tclephonc (G12)3�32-127;. � INTERPRETATION OF PROPOSAL DOCU111ENTS - All qucstions conccrning thc Architccturol ��nd Structural Scopc and Intcnt of thc Proposal Documcnts should be dircctcd to thc Arrhitcct. V.S. Latham. to thc attention of Ms. Ginm� Lathan�. (Cl2) 376-I�)S�. All �ucstions conccrnin� Mccl�anic,il c� Elccu-ical should bc � Pa�;c l 01'2 Y�1��,.j,Cti � Instructions To Biddcrs � Issue Date: August 1. 1�)97 direeted to lhe Mechanical & Electrical Engii�ecr. Steen Enginecrin� K, Construction Ser��ices. Inc:. to th� � attention of Mr. Mark R. Brcngman. P.E._ (612) >29-96C-1. FAX (612) �29-��G�l. All qucstions in conncction ��itl� the Bidding Procedures and Proposal Forms should be dirccted to the Project [�lan;�ger. CBA. LTD . to tli� � attention of Mr. Jern� R. S��ee. (612)��2-9301). FAX (6l2) �-42-��3U I. The Basc Proposal Amounts. submittcd b� tl�c Imitcd Biddcrs. shall bc b.iscd upon ili� rcquircn��n�, of tl�� Proposal Docwtien[s. Ho��c��er. the lmitcd Bidders are encouragcd to submit ��ith thcir respc�ti�c Propos��l� Voluntan Alternates. Clarifict�tions and Quali�ications. Such Clarific;ations�ind Qualific.�tions. iii principle. sl�oul�i be limited to those circumstances ��here insufficient time is a�ailable for the Architect to respond to all B�dcl�r> �vith a��riuen Addendum that prorides necessan interpretations of Proposal Documen�s requested b� Bidders � EXAMiNATION OF SITE AND PROPOSAL DOCt1�1ENTS - All Biddcrs are cspccted to carcfull� c�an�in� the Project Site and all Proposal Documents. I� is understood that omissions from the Bid due to the failure of thc Bidder [o fiilh� acc�uaint itself ��itll Site Conditions and tl�e Requircments of thc Proposal Do�ume�its ��ill i�ot �� entitle the Bidder to additional consideration or compensation if A��ardcd the Contract. PRELIMINAR�' SCHEDULE - Thc Gencr.�l Contractors shall subn�it ��ith thcir Pro��osals. ❑ "Prclin�in;�r� � Schedule'�. This Schedule ma� bc submitted in Bar Chart form. Plcase refcr to Form of Propos,�l for I�ucriiu Commencement a��d Completion Datc requirements. In addi�ion. pleasc refer to Project Manu,iL Seciiou uUu�l,. for informa�ion in conncction ��ith"O��ncr Furnishcd Itcros�� and '�0��ncr's Othcr Conu;ictors�� TEMPORARY ELECTRICAL SERVICES - Thc Gcncral Contractors sh��ll includc ��itliin tl�cir Propos��l�. c�ll Temporan�Electrical Sen�ices. excludin�eiierg}�consumption cos�s. MATERIALS AND PRODUCT COn1PL1ANCE - All Biddcrs shalL at the tiine of subinission oC tl�eir � Proposals. notif� thc O��ncr. in ��riting. of an� matcrials or products ��hicli: i) arc not �i�ail,�bic in suflicicnt quantil��. ii) arc discontinued matcrials or products. iii) h;i��c bccn substilulcd. i��) ,�rc not .i�;iil,�blc to n�cct Projcct � � Progress Schcdule Rcquiremcnts. ln the e��ent a Bidder fails to notil�� thc O��ncr. at �I�c tin�c of subiuittin�� thrir Propos;�ls. of ;iu� ol� tlie abo�c �� mentioned circumstances. tl�ic respecti��e Bidder si�,ill be responsible for an�� :issoci;iled cost increase ,iudior Progress Schedulc ramifications incurrcd in siibscqucntl� ,�chic��ing tl�c Arcliiiccl�s and/or En�;inccr � ori��in,il design intent. as appro�ed b}�O��ncr. AWARD OF CONTRACT - All Bids ��ill bc pri�•atcl} opcncd. Thc O��ncr rescr��cs thc right to rcjcct ,in�� and all � Bids and to ��ai�•c am� inCormalit�� or irregularit�� in am� Propos,�l or Proposals rccci��cd and to ,icccpt thc Proposal ��hich. in the O��ner's sole jiidgment. is iii its o��n best interests. � PROPOSAL ACCEPTANCE - All Proposals sh�tll remain �;�lid and shall not bc ��ithdra��n until tl�irt�� (_�u) calendar da��s from thc Gcncral Contractor�s Bid Subinitt��l D,��c. � � � i t Pa�c Z 01'2 Na�cs � � � � Issu� Dat�_ �\u�,ust I. I��`�7 � August 19_ 1997 � Mr. Jerrv R. Svee, President � CBA, LTD. 1300 Nicollet Mall, Suite >002 Minneapolis, MN �i�10; � REFERENCE: Cener�l Construction Service Yroposal WOODHOUSE RESIDENCE RENOVATION 8 ADDITION � Wlyzata, Minnesot� Dear Mr. S�cc: ,i In response to the L�structions To Bidders and in accordance ��ith the Dra��ings and Sp�cificztions (Projcct Manual). dated August l. 1997, prcparcd b�� thc Architcct_ V.S. Latham.. (h�rcinaftcr rcfcnvd to as �- "Proposal Documcnts��), ��c herc��ith proposc to furnish all labor. mat�rial. skiil and cquipmcnt r�quir�cl or reasonabl�� infcrred for the coilstruction and compiction of thc��'ork. � BASE PROPOSAL AMOUNT: We propose to completc thc Work in accordancc ��ith thc pro�isions of the Proposal Documents, for the Stipulated Lump Sum Amount of K No/100 Dollzrs (� ). Our Base Pro}�osal Amount includes those Allo«ance Amounts set forth in the Project Manual. Section � 0000�. TIME FOR PERFORMANCE: If a��ardcd a Contract for thc hcrcinabove dcscribed ��ork. ��c ngrcc to � begin our Work «�ithin Three (�) Calendar Da�s aftcr date of Contract�s execution and issuanc� of Notic� To Proceed and subject to authorizcd adjustmcnts. Substzntial Completion of th� �\'ork shall b� achi��d «�ithin Calendar Da��s thcrcaftcr. ��ith Finai Complction of thc ��%orl; achic�°cd ��ithii� � Calendar Da�s thcreafter. Our Preliminan Schedule is attached hereto. INTERIM COMMENCEMENT AND C01�1PLETION DATES: Subjcct to thc timcl� dcli��cn and/or � completion of "Owne�� Furnished Items" and ��o��k perfo�-mcd b� "Owner's Other Coutractors". ��c pi'OpOS�tlle f0��0�V'III�T �IITCCItII ��OI11IllCIlCGI11CI1T F�IId COIII��Ct1011 ��ltCS �(�on�p/crli��/Jnle.c c�re r.rprr.e.c�rl in ��timh�v• o/'C'alendc�r Dut�s bel�oud da�i�oJ�C�orr�n�e�icemen�U/'('t�n.sn•u��irn�j: � • Commcncc Dcmolition ln Kitchcn • Complete Kitchcn Relatcd Foundations. Framing And Shecting __ � • Kitchcn Area Watertight PERFORMANCE AND PAYMENT BONDS: If rcqucstcd b�� thc O��ncr. ��u ��ill pro��id� Onc � Hundred Percent (100`%) Perfonnance and Pa��iuent Bonds. In thc c�ent of such a rcqucst. pleasc ii�crcas� r � Form Of General Construction Service Proposal � Woodhouse Residence Renovation And Addition August 19, 1997 ' our hereinabo��e Base Proposal Amotult at the Rate of Percent (_"�,). Tllis sam� r�t� � shall also appl�� to net increases to our Contract Sum as a result of approved Changc Orders. INSURANCE PRE�11U1�'IS: Our Basc Pro}�osal Amount includes cost prcmiums Zss�ci.lt�d ��itl� tl�, � Insurance required b� thc Proposal Documa�ts. In the e�cnt of 0��ncr authorizcd Chan��c Ordcrs. �� propose such Change Order Amounts be ap}�ropriatel�� adjustcd at thc follo��ing ratcs as full comp�nsntion for additional prcmiums incurred: � • Builder�s All-Risk Insurai�cc °-� • Other Insura�lce Require��ents "4, � CHANGE ORDER MARKUPS: We proposc that thc follo��ing Markups bc applicd to th. n�t incr�as� of am� approved Change Ordcr. With exception of the abo��e mentioned ad.justmcnt in conncction ��ith � Perfonnancc and Pa��i��cnt Bonds, if am�_ ��c a�rcc such 1�1arkups �t�ill b� th� onl�� 1nrkups of an�� kind tc> be applied to the Nct Change Order Amou��t. • Contractor�s Profit Ai�d O��enc�ad `i�� • General & Special Conditions °��, BASE PROPOSAL An10UNT RECAP: � • Plumbing ,y, � • HVAC y; • Elcctrical ,y; • Allo��anccs }, --- � • Balai�cc Of Requircmcnts � • Base Proposal ,Amount � ALTER�ATIVE PRICES: ��e Proposc thc follo��ing Aitcrnati��c Prices: � • Alternate #I - Reroofing Of Entire Building $ � • Alternate #2 - Rcplace Guttcrs c� Do��nspouts � • Alternate #3 - Repiace Gutters �� Do��nspouts (Copper) �n • Altenlate#4 - Deu cY: Dinii�g Windo�� Sl:irtroofs � � FOR1��1 OF OV1'NER/CONTRACTOR AGREE�IENT: ��c har�c rcvie��cd thc O��ncr/Contractor Agreement set forth in the Proposal Documcnts and ha�c found it to bc acccptable, exccpt for thc sp�c�fir � provisions as sct forth ��ithin the attachcd lcttcr of Proposal Clarifications and Qualifications. if an� FORM OF SUBCONTRACT ACREEI��IENT• In counection ��ith Contractor/Subcontract'or contract �' arrangen�cnts, ��e a�rce to abide b�� thc tcnns of thc Standard Subcontract Agrccment. prcparcd b� Th� Standard Forn�s Committcc. Builders Di��ision - Subcontractor Di��ision. Associatcd Gcn�ral Contractors of Minnesota. Latcst Edition � � � Pa�„c 2 of 3 Pa��cs � � � Form Of General Construction Service Propos.�l Woodhouse Residence Renovntion And Addition August 19, 1997 � VOLUNTARY ALTERNATES AND PROPOSAL CLARIFICATIONS c�. OUALIFIC.-�TIONS• Our Proposal includes/escludes (sr��U;e oui upp,�o��rian• r��sparsei Voluntan� Alternates and includcs/c�cludcs (sn•il;c our app,�op��ia�e ,�espou.se) Proposal Clarifications and Qualifications. Such ��oluntar� .altcrnates and � Clarifications and Qualifications. if am, arc attacl�ed hcrcto. PROPOSAL ACCEPTANCE: We. thc undersigncd, agrec that this Proposal shall rcmain �alid and shall � not be withdra�t°i1 until Thim� (30) Calenda,- Da��s from the Datc of this Proposal. ��'c ackno��I�dgc thc O��ner shall have the right to reject all Bids and �taive am informalit� or irrc�ularit� u� an� Proposal or Proposals recei��ed and to accept the Proposal ��hich. in thc 0��ne;r�s solc jud��m�nt. is in its o��n bcst �, interests. ADDENDA -We ackno��ledge receipt and inclusion of the follo��ing dcscribed Addcnda: � � Respectfiill� submitted. (BIDDER) � ,� BY: � ITS � � � r � � � � Pa��c 3 of 3 Pai�hcs � � AGREEMENT Behveen � O«'NER AND CONTRACTOR Where The B�sis of Payment Is A Stipulnted Lump Sum � AGREEMENT � Made as of the dav of August in the Year of Nineteen Hundred and Ninet�-Se��cn BET�VEEN the Owner: ANGELA WOODHOUSE � 262� North Shore Drive ��'a�zata. MN ii3yl � and the Contr�ctor: � for the follo��ing Project: RESIDENCE RENOVATION cti ADDITION 262� North Shorc Drive � � Wa��zata. MN ��391 thc Architect: V. S. LATHAM � �26 Laurel A��ei�ue Saint Paul. MN ��102 thc Project Man�ger: CBA. LTD. � I�00 Nicollct Mall. Suitc �002 �� Minneapolis. MN ��40� � The Owner and the Contractor agrce as set forth bclo��: � ARTICLE 1 � THE WOR1� Furnish all labor. matcriaL skill and �quipm�nt rcquircd or rcasonabl� infcrrcd b� th� Contract 1 Doc�iil�cnts T'hc Contract Documcnts consist of this Agrccmcnt and th� follo��in� dcscribcd Documents: � • AIA Document A20i. General Conditions of the Contract for Construction of Small Projcct. 1993 Edition. ' • Arcliitectural & Structural Dra��ings. prepared b� V. S. Latham. dated August 1. 1��)7 - Shcets A-1 Thrii A-9. � � � • Mechanical c� Electrieal Dra��in�s. prepared b�� Stca� Ei��rinecrin� c� Construction S�r��ic�s_ � J ... Inc.. dated August l, 1997 - Sheets 1�11 Thni 1�13 aud El and E2. • Projeet Manual (Specifications) datcd August 1. 19)7 cot�tainin� Instruct�ons To Bidd�r;. � Form Of Proposal and Spccificatioils. • E�hibit ".A��, Projcct Managcr. � Tlle Work includes, but is not limited to. Addition and Rcno�ation of I�itchen and ccrt�llll � improvements to Guest Bedroom c&. Bath; Master Bedroom Bath. Po��dor Room: Garz�� and Exterior Site��ork. If am�thing in the Contract Documents is inconsistent ��ith this .A�rcemcnt. th� A�rcemcnt ��ill go��crn. � ARTICLE 2 ALLO�'�'ANCES � The Contraet Sum specified in Articic 3 ii�eludes the amounts listed belo�� as "Allo��.inccs��_ ��hich � co�crs items for��hich final pricing has not bccn dctcrmincd. Froi�� time to time after commeneemcnt of thc performance of thc ��'ork. O��n�r shall czusc nccessar� Plans and Spccifications for th� Allo��ancc ��ork Itcros to bc compictcd �nd d�li�crcd tc� �; thc Contractor for final pricing. Subscqucntl��. thc Contractor shall pric� thc ivspccti�� .�llo��anc� Work Items and submit a Proposal to thc Projcct Mana�*cr. � In the evcilt that the total of thc amounts sct forth b�lo�� c.�cecds th� to[al cost for p�rformin�� Allo��ancc ��'o�-k_ thc ContrZct Sum shall bc rcduccd b� Chan�� Ord�r in thu a�nount of sucl� e�cess. In tl�e event that th� total of the amounts set forth bclo�� is Icss than the total cost for � performing Allo��ancc 1'�'ork. thc Contract Sum shall bc incrczscd b�� Changc Ordcr b�� th� � diffcrence bet��cen tl�e total cost of performing Allo��ance \�orl: and thc Total of thc amo�ints s�•t forth bclo�r. � Allo��ances are as follo��s: ALLOVI'ANCE � ��10liNT (�) 1 - Furnish Prefabricated ��'oodburning Fircplace. heat circulating ��ith � naAiral gas igt�ition. (Installation includcd in Gcncral Contractor s Base Building Pric�.) ?.�UU O(i 2 - Furnish Fireplace Acccssories. includin��lass doors (Installation � includcd in Gencral Contractor�s Basc Buildin� Pricc.) 7�U UU 3 - TOTALS :.��O.t)U � , � � � � ARTICLE 3 � T11�9E FOR PERFORMANCE The Work to be perfonned under this Conuact sl�all conu»cncc on . 1��7 and � subject to authorized adjustmcnts. Substantial Compiction of thc ��%ork shall bc achi��cd not lat�r tha» _, 1997_ ��ith Final Completion of the Work achic��cd not later than . 1997. � The Contractor shall perform the Work in confornlance to the follo��ing Intcrim Comm�nccm�nt aild Completio�l Dates: � • Commence hitcl�en Area Demolition. __ I�)�)7 � • Commence necessar� ��ork in Kitchen Area to pennit conui�encement of Kitchen Cabinets and Countertops b�� others. I�>�)7 � • Number of Calendar Da�s to complete hitchen Construction be��ond the completion of Kitchcn � Cabinets and Countertops b� others. __ I��)7 ARTICLE 4 � CONTRACT SUI11 Subjcct ro Additions and Dcductions sct forth b�� Appro��cd Changc Ordcrs. thc ('ontract Sum is � thc Lump Sum Amount of & NO/100 DOLLARS (`� ). Thc Contract Sum includcs thosc Allo��ancr Amounts sct forth in Article 2. � ARTICLE � � PA1'MENTS On or about the first da�� of each month. dt�rii�g the perfor��ance of thc ��ork. Contractor shall � submit to thc Projc;ct Managcr and thc Architoc[ an itcmizcd "Application For Pa�mcnt � in substantiall� thc fonn of AlA Documcnts G7U2 and G70�. Each Application For Pa�mcnt shall be based upon the pereentage of thc ag�regated scheduled �°alue of thc Work completcd through thc � end of thc precedii�g month_ and tl�c percentagc of the Contractor�s Fcc carned throu�h the cnd of such montll, ]ess the aggregate total of amounts included unde�- pi-c��iolis ApE�licauons For Pa��►nent. � 0��-ner shall ��ithhold from the amount pa}able undcr each Application For Pa�ment. an amount eq�ial to Ten Perccnt (10`%,) of thc tot�l ,Amount ComE�ictcd and Stored to Date. At O��ncr�s solr , discrction_ such Rctainagc shall bc hcld until Final Complction of thc ��'ork. including complction of all Punch List ltcros and dclirer�� of all Licn Waivers. � � i Pro��ided that the Contractor�s A>>lication For Pa��mont h�s bcrn siibmitted in � timel�� fashi n n � 11 . o a d in proper forn�. on or about the t��ent�-first da� of each month. th� O��ner shall pa� Contractor th� Amounts ��hich have not been disappro��ed b} Architect and Project Managcr. Pa�mcnts shall not � be made �u1ti1 Contractor has deli�ered to the Project Manager. Lien ��'ai�ers. p�r th� pro�ision� of Articic 7. ARTICLE G � INSURANCE � A. Contractor shall, at all times during the period ��hich this Contract is in forcc. pro�id� cincl maintzin, and require all subcontractors and sub-subcontractors to do tl�e same. the follo��in� t��pcs � of insurance protecting thc interest of O��ner and Contractor (or am successor in interest to O��n�r or Contractor) ��ith limits not less than those as set forth belo��: l) Worker�s Compcnsation Insurancc to co��cr statutor� limits of tho "��-orkcr�s Comp�nsati�n � La��s of thc Statc of Minncsota�� ith co��crage B Emplo��cr-s Liabilit� Co��r�� in limits not lcss than $I OO.UUO cach accidcnt. $I U0.00U c�ccupational dis�ase �ach Emplo��:c and ��OO_(lUU diseasc Polic� Limit. This insw'anc� Il1ltSl b� �ndors�d ��i[h ��ai��r of Subro�atiim � Endorscmcnt. ��aivin� tl�c can-icr�s right of subrc��ation ��ith resp�ct to O��n�r and .Archit�ct 2) Comurehensive General Liabilit�� Insurance 7�hc insurancc rcquircd b�� this subpara�,raph (�) '� shall have coverage limits ilot less tl�an $I.000,000 Combincd Single Limit for Bodil�� Inju�, L11�IIIT\'. PI"O��CI'[�' D�I111�C Liabilit� and Pcrsonal lnjui7 Lizbilit� Each Occ�irrcncc/A��rcgZtc. � 3) Automobilc Liabilit�� Insurancc co��cring all o��nec1_ non-o��ncd and hircd automobilcs us�d in coru�ection ��ith thc ��ork ��i[h thc minimw�� limits of�1_OU0.00U Combincd Sin�lc Limit for � Bodil� Injur� Liabilit� and Prop�rt� Damn�,c Liabilit� Each Pcrson/Ecich Occurrcnc�. 4) Comprehcnsi��c CatZstrophc Lilbilit� Insurancc (Umbrcll�) indi:mnif�ing for ultimatr n�t loss. � sustaincd b� rcason of liabilit� imposed b� la�� or assumcd und�r contract. arisin<� out of: ♦ Bodil� injur}, includin� damagcs for carc and loss of serviccs. bccausc of bodil� injw-�. � including dcath at an� time resulting therefi-om. sustaincd b� am person or prrsons. ♦ Propert�� Damagc. for losscs duc to injur�� to or dcstruction of tangibl� prc�p�rt� oth�r than thc W'ork itsclf, including conscqucntial damagcs resultin� thcrcfrom. � Co��cragc shali includc propert�� damagc co��cragc for pr�>perh� in thc c.irc. custud� ur control of thc insin'cd at Iczst to d�c r�tcnt co��ra�� is pro��id�c1 on tl��• E3r�,i�1 F�u�in � Propert}� Damagc Endorscmcnt in (2) abo��. The Comprchensive Catastrophe Liabilit�� Insurance shall sct forth co��eragc limits ��ith � respcct to each occurrcncc, cxccpt for thc products hazard co�cragc ��hich shall contain ag�regatc limits for each annual period. «�ith rcgard to Conn-actor. the Comprchcnsi�c Catastrophc Liabilit�� Insuranc� shall l�avc limits not less thln $�OO.OUO Each � Occun-cnce/Ag�rcgate: (i) for �1C�1 annuzl period ��ith respcct to products hazard coverage and (ii) abo��e th� applicable limits of thc insurancc r�quired in subpara��ra��lis (I) (2) and (;) aborc. � � , � With rcgard to the subcontractors and sub-subcontractors. thc Com�r�h�nsi�� C'atcistro�h� I { Liabilit�� Instirancc shall l�a��c limits not less ihan (i) tl�o amount sho��n bclo�� for cach � occurre��ee (sho��n as an ng�re�ate amount for each annual period ��ith resp�ct to products hazard coverage) and (ii) thc abo��c applicable linuts of insuranc� sct forth in subparagraphs (I) (2) and (3) above. � SubcontractorNcndor Each Occurrence A��re�ate Producc Hazard All Trade Subcontractors $�00.000 ��OU_UOU �� In tl�e event that Contractor or am� of the abo��c named subcontractors has or obtains insurance coverage in amounts in exccss of thosc listed abo��c, such additional insuranc� � coverage shall also inure to the benefit of O��ner. Beforc commcncing th� �1�orl.. Contractor and all subcontractors and sub-subcontractors shall furnish ccrtificatcs of insurance satisfacton� to O��ner (or If O��ner so directs, copics of the actual insurancc policics) from each insurance carricr sho��ing thnt the above requircd insuranco is in forcc. � the amount of the carrier�s liabilih thereunder. and further pro�iding that thc insuranc� «°ill not bc canceled or chan�cd until the cspiration of at least thirt�� (�0) da��s aft�r ��rittcn notice of such canccllation or chang� has bccn n�ailcd to and recci��cd b�� O��i�cr. ,ail � copics of policies and ccr[ificatcs of insurancc submit[cd [o O��n�r shall b� in form and contcnt acccptablc to O��ncr. All insurZncc dcscrib�d hcrcin shall bc ��riTton in a compan�� or companies ��ith at Icast a B+ ratin� for insurancc compan�� and a financial rating of f 2_ � If Contractor. or an� subcontractor or sub-subcontractor fails to procur� �nd m�intain thc abo�e describcd insuranco. or an� portion thercof. O��n�r shall ha�c thc ri�ht. but not th� obli�ation. [o procurc and mZintain thc requircd insurancc for and in thc namc of such � part} and such part� shall pa� tho cost thcrcof and shall fin�nish all information nuccssar� to acquire and maintau� such insurance. Contractor_ its subcontractors and sub- subcontractors shall not violatc or kno��ingh permit am riolation of an� conditions or � tern�s of the policics of insurance described hercin. ARTICLE 7 � WAIVER OF LIEI�' AND SN'ORN ST,aTE��IENT FOR CONTR.ACTOR ANU SUBCON�ff2ACTORS TO O�\'NLR � Contractor sl�all hold all fiu�ds rccci��cd from O��ncr in trust for thc b�nefit of�ll pnrtics sho��n on � its Application For Pavment and S��orn Statement for Contractor and Subcontractor to O��ncr for pa��ment to thc c�tcnt of such amoui�t a��d shall �romptl�� disbursc said res��cctivc amount to cach of said entitled persons and obtain in c�chan�� therefore said person s ��ai�c of licn to said c�tcnt. � The Contractor shall. bcfor� rccci��ing pa��mci�t. submit all such documcnCs as shall b� ncc�ssar�� in order to full�� protect the O��n�r and the Project from clnims for mechanics and othcr licns to thr � e�tent of the previous pz��mcnt rcccivcd b�� Contr,�ctor. Final Pa��mcnt sl�ail not bc madc �u�tii such timc that th� O��i�cr and thc Projcct arc full�� protcctcd � against all CI1lIl1S for Ill(;C�11RlCS and othcr licns on account of thc ��'ork o tl:c satisfiaction of O��ncr�s conscnt. ��hethcr b� ��aivcr, rcicasc_ furnishing of siu-ct� bond. or othcr��i��. � Upon and after thc final settlement. the Contractor shall save the said O��ner harmlcss thercafter fl'011l 117�' CIdI111S. CICIII:lIICIS. SLIItS OI" 111\' ZCtI0I1S ��hatsoc�cr b� an� Subcontractor or am person � ' fiirnisl�ing materi�ls nnd/or labor as a �art of th� consU'uction ot th� Pro��ct cu��r�d b� thi� � I I Contract. ARTICLE 8 � WORK IN PROGRESS � Contractor shall protcct ai�d prcva�t damagc to all finishcd and/or unfinishcd phascs of tl�� A��orl:. including but not limitcd to. thc prot�ction thcr�of from dama��c b�� thc �Icmcnts. th�ft_ ��r �� vandalism. As portia�s of thc Project are eom��le[ed and occupicd. Contractor shall cnsur� that continuin�� construction activit�� ill not unreasonabl� intcrferc ��ith the usc. occupanc� and quict ci�,jo�ii��in of the completed portions thereof. Contractor ��ill permit other co�ltractors ��ho arc performing other ��ork in the Project access to the Projcct so long as the ��ork b�� sueh other contractors do�s � not unreasonabl�� interfere ��itli the performance of the ��'ork under tllis Contrzct. ARTICLE 9 � COMPLIANCE WITH LA�V'S Am provisions hcroof to thc contrar� noh�ithstandin�. Contractor shall obscr�o and �bid� b� and 1 perforn� all of its oblig�tions hercundcr in �ccordancc ��ith ail applicabl� fcd�i-aL statr and local � la��s. rulcs, rcgulations and codcs of all go�crnmcntal authoritics. ARTICLE 10 � TITLE OF WOR1� � Titic to thc Work. matcrials and cquipm�nt ro bc furnishcd b�� Contractor shall �cst in O��n�r a, }�ro��id�d in paragraph 7.2.2 of thc G�ncral Conditions pro��idcd. ho��r. tl�� cstin�, ot such titl� � shall not chan�c thc respccti��c rights or obligations of�ith�r p;lrt�� as pro�id�d li�r�in. ARTICLE 11 � ENTIRE AGREEMENT The Contract Documents constitute thc entire agreemcnt bct��ccn thc partics. All prior � ncgotiations. re}�resentations and agreements ��-ith respect thereto not incorporated in such Contract Doct�mcnts �re hercb�� canccl�d. This A�rcemcnt can b� modificd or an��nd�d in ��ritin�, b�� tl�� parties hercto. ARTICLE 12 � SEVER.�BILITI' In the event am� provision of this A�recmcnt shall bc detcrmincd to bc ��oid. unla��fiil or othcr��ise. � ui�a�forceablc. such provision shall bc dccmcd sc��cral�lc fi-om th� rcmaind�r of this ��r��ni�nt. This Agrccmcnt shall continu� to b� in full forcc and cffcct. � � � � ARTICLE 13 � AMENDI�9ENTS Am amendment or modification of this Agreement shall be in ��riting and sign�d b� all of th� � p�rties hereto. .ARTICLE l4 � OTHER TERMS AND CONDITIONS � E�hibit "A��. Projcct Man�gcr. is attachcd hcrcto ai�d madc a part of this A�rccmcnt_ � IN �1'iTNESS WHEREOF. tl�is Agrecmcnt is hcrcb�� exccutcd as of thc dat� lirst sct forth abo�� (OWNER) (CONTRAC"I�OR) � BY: BY: � ITS: ITS: _ , � r � r � � � � � � EIHIBIT "A" � PROJECT MANACER � SCOPE AND INTENT - The Project Manager sl�all act as an ad�•isor to thc O��ncr during construction The Contractor shall rccognize this relationship and provide to the Projcct Managcr timcl�� assist�ncc znd � inforn�atioil to permit the Project Manager to fiilfill its duties as rcquired b� thc O��n�r. The Project Mana�er ��ill monitor the progress of the Construction Activities, includin�, thc Contractor�s � Construction Schedule. Productivit•�. Budget, Rcqucst for Pa�mcnt Applications. R�qucst for Chail�� Orders/Timc Extensions and Contractor�s Costs Certification Data. The Arcl�itect and not t11e Projeet Manager ��ill dcteril�ine in general tli�t thc ��lork of the C�ntrlctor �� being perfonned iu accordance��ith the Contract Documcnts. and ��ill end�a��or to �uard th� O��n�r a��ain�t defects and deficiencies in thc Work of the Contractor. � The Project Manager ��ill not be responsible for or ha��c control or chargc of construction n��an�. n�rthod�. techniques. sequences or procedures. or for safet� precautions and programs in conncction ��ith the \�'ork_ � and «ill not be responsible for thc Contractor�s fzilure to carn out the W'ork in accordancc ��ith the Coutract Documents. The Project Manag�r ��ill not bc responsiblc or havc coiitrol or char�c o��cr thc acts or omissions of the Contractor. Subcontractors. or an�� of their n�:ents or emplo��ecs. or an�� other persons performing ai�� of thc ��ork. � Claims and Disput�s (o�cludii�g od�cr normal da�� ro da� matt�rs in qu�s[ion) b�t��n th� Contractor .ind � the 0«ner shall be referred to th� Architect ��ith simultancous cop�� of notification s�i��n to the Pro��ct Manager. VENDOR/SUBCONTRACTOR INDE\ - Thc Contractor shall. ��ithin tcn (Il)) da��s of thc datc of � Contract. submit to thc Architect and Projcct Mana�rr a Vcndor/Subcontractor Indc�. This Indcx shnll br updated montl�l��. as rcquircd_ b�� the conditions of procurement proccss. The Vendor;�Subcontractor Inde� �vill iticludc thc follo��ing infonnation: � ♦ Name. Address_ Tel�phone Numb�r_ Contact N�me and Purchas� Ord�� '��umb�� of Vendor/Subcontractor. � ♦ Identification of Specification Titic Numbcr(s). ♦ Ide��tification of Material and/or Equipment Name. including spocific Sp�cification Subs�ction Numbor Referencc. � SCHEDULE OF VALUES - Tcn da�s bcforc thc first Application for Pa�mc»L [h� Con[ractor shall submit to the Projcct Mana�cr a Schcdulc of Valucs allocatcd to thc �arious portions of th� ��ork. prcpar�d � in such form and supported b� such data to substantiatc its accurac� as thc Projcct 1�1ana��r m�� rcquirc. This Schcdulc. unlcss objcctcd to b�� thc Projcct Managcr shall bc iised onl�� as a basis for thc Contractor s Applications for Pa�ment. , A-I , ' � � CONTRACTOR'S APPLICATIONS FOR PAYMENT - Tl�e Contractor shall submit all ,applicatiun; for Pa�7nent per the provisions of the General Contract. �� - ♦ The Contractor shall submit all Pa��nent Applications in accordznce��ith Article �. � ♦ Prior to submittal of Pa��n�ent Application. Contractor shall first revic�� pencil cop�� of Application ��ith Projcct Manager. Subsequcntl�. after this Re��i�� Mccting, Contractor shafl prepare for formal submittal its Pa��ment Application per the approval decisions reached b� thc .Architcct. O��ncr and � Project Manager during the Revie« Meeting. Parment Applications shall be submitted to Project Manager for its rccommendations. Subs�qucntl�. [hc � Project Managcr shall fornard all Pa�meilt Applications to thc Architect for its appro�al and transmittal to O��mer. � ARCHITECT'S SLIPPLEMENTAL INSTRUCTIONS - Thc Architc�t ��ill diruct thc Contra�tor to esectrte promptl� ccrtain instructions ��hich the Architcct interpr�ts as suppl�mcntal instructions or mu�ur cl�anges in the Work ��itl�out change in ConU�act Sum or Contract Time. � AIA Documcnt G710 (March 1979 Edition) and proccdure shall bc uscd b�� thc Architcct and Conh�actor. Project Manager shall reccive an cxecuted cop� of this Documcnt. � CONTRACTOR'S CONSTRUCTION SCHEDULE - The Contractor��ill providc a Pro�r�ss Schcdulc pursuant to thc Provisions of Article �.3 of thc Contract. � PROPOS�L REQUESTS - Thc Architec[ shall solicit all Proposal Rcquests for Changcs in thr \\'orl: t�� the Contractor on AIA Documcnt G709 (A��ril 1970 Edition) ��ith a cop�� scnt simultancousl�� to thc Proicct Manager. ' CHANCE ORDERS - Thc Archit� h II - c,ct s a picparc all Chan�c Ordcrs using AIA Documcnt G7OI (April � 1978 Edition). Change Order Descriptive Dzta ��ill IIICIUCIC ICICIIIIfIC:lh011 Of CI11I7�� in Contr�ct Sum and Completion Date (if am�). � Prior to submittal of Change Orders to 0��ner for authorization and signature. thc follo��ing signatures shall be obtaincd: � ♦ Contractor�s A�rccmcnt ♦ Projcct Managcr�s Rccommendation for .Appro�al ♦ Arcl�itcct�s Approval � SUBSTANTIAL AND FINAL CO�'iPLETIONS - Thc Projcct Managcr ��ill assist th� Architcct in conductin� ins}�cctions to dctcrminc tl�c dates of Substantial Complctio» and Final Complction. Thc Architect shall prepare AIA Documcnt G704 (April 1978 Edition) for its appro��al. Pro�cct ti1ana�cr-s � recommendation and Contractor�s snd O��ncr�s acceptancc. � A-2 � � � OWNER'S MEETING - The Con[ractor sl�all. if rcquested b�� thc Projcct �1nn��,cr. attcnd a n�onthl� � O��ner's Meeting and ��ill cause its Subcontractors to also attend, as requested. Th� purposr of sucl� meetings is to discuss the status of Contractor�s Construction Schedulc, Pro��rZms or Problcros of thr � Work. This O��ner's Meeting_ if rcquested. shall be in addition to the other moctin��s rcquir�d b� th� Contract Documents or necessar��to complete the Work in an elpcditious manner. CONSTRUCTION REPORTS - The Projcet Manager is required to pro��id� r�ports conc�rnin�� th� � progress of constniction. status of costs to bc reimbursed and othcr periodic monitoring zs ma� bc requir�d b�� the Owncr or Lender. The Coittractor shall cooperate ��ith the Project Mana�cr to pro�idc an� � necessar�� inforn�ation reqtiired for such reports in a timel� manncr. � � � � � � � , � � � � ;�-3 � � � � SECTION 00004 � GENERAL CONDITIONS OF THE CONTRACT � The "General Conditions of the Contract For Construction Of Smali Projects", AIA Document A205, 1993 Edition, Article 1 thru 11, is a part of the Contract Documents. A copy of these Documents is available for review at the office of the Project Manager. � � � � , � , � � � 1 � � � � � GI�:NI;K�I.C()NI)I�flONS Onuua � SECTION 00005 � ALLOWANCES � Provide Allowances as set forth in Article 2 of the Form of Owner/Contractor Agreement, � Section 00003. � � � � � � r � � r �� n�.t,o��nNc��:s n��>> � � � SECTION 00006 � ALTERNATES � Provide Alternate Prices to be added to or deducted from the amount of the Base Bid if the corresponding change in scope is accepted by the Owner. Include within the Alternate Bid Prices ail costs, including materials, installations and fees. Show the Proposed Alternative � Amounts opposite their proper description on the Form of Proposal, Section 00002. SCHEDULE OF ALTERNATES: � • Alternate No. 1: Reroofing of entire dwelling. Bid Item: Section 07313 and removal of existing wood shingles and felt. � • Alternate No. 2: Replacing current gutter and downspout system, galvanized metal/painted. � Bid Item: Section 07620 and removal of existing gutter system. • Alternate No. 3: Replacing current gutter and downspout system, copper. � Bid Item: Section 07620 and removal of existing gutter system. • Alternate No. 4: Provide Skirtroof at bow windows in Den and Dining Areas. � Bid Item: Section 07610 and removal of existing gutter system. , � , � � � � � � ni.�i��:i�tvnrt�s uuu�� SECTION 00007 � OWNER FURNISHED ITEMS AND OWNER'S OTHER CONTRACTORS � 1 - OWNER FURNISHED ITEMS - The following generally described Items shall be furnished by Owner and shall be receive, unloaded, stored and installed by Contractor: � • Appliances, consisting of Range, Range Hood, Refrigerator and Dishwasher • Garbage Disposal � • Decorative Pedestal Sinks with FauceULever Sets � • Decorative Water Closets • Multi-Spray Shower Heads � 2 - OWNER'S OTHER CONTRACTORS - The following generally described Trade Activities, � on a furnished and installed basis, shall be performed by Owner's other Contractors: • Kitchen Cabinet Cabinets and Countertops � • Guest Bath Linen Cabinet • Louver Shutters � • Carpet and Pad ' • Painting and Wall Coverings, Interior and Exterior • Security, Intercom and Audio Systems � 3 - COORDINATION AND SCHEDULING - The Contractor shall assist the Project Manager � with the coordination and scheduling of the hereinabove Items and Activities. When preparing its Progress Schedule, the Contractor shall contemplate the Kitchen Cabinets, , Countertops and Guest Bath Linen Cabinet wiii arrive at the Jobsite during the last week of October, 1997. The other Owner Furnished Items shall be availab�e to the Contractor in accordance with its Progress Schedule. � � � � OWNER I�UIZNIS1Il�:l) I�f�l�h1ti nNl)O\1'N}:k�S O"1-Ill�:lt C<)N�Il2nCl�UR�(luO(17 � � WOODHOUSE RESIDENCE � SECTION 01001 � BASIC REQUIREMENTS PART 1 GENERAL � 1 . 01 SECTION INCLUDES � A. Contract Considerations : 1 . Applications for Payment. 2 . Change Procedures . � 3. Alternates . B. Coordination and Meetings: � 1 . Coordination. 2 . Field Engineering. 3 . Cutting and Patching. � C. Submittals: l . Submittal Procedures . 2 . Construction Progress Schedules . � 3 . Shop Drawings . 4. Manufacturers ' Instructions . 5 . Manufacturers ' Certificates . � D. Construction Facilities and Temporary Controls : 1 . Temporary Electricity. 2 . Temporary Lighting. � 3 . Temporary Water Service. 4 . Temporary Sanitary Facilities . 5 . Exterior Enclosure. � 6. Interior Enclosure. 7 . Security. 8. Access Drive. � 9 . Progress Cleaning. 10 . Removal of Utilities, Facilities and Controls . E. Material and Equipment: � 1 . Products. 2 . Transportation, Handling, Storage and Protection. 3 . Substitutions . � F. Starting of Systems : 1 . Starting Systems . � 2 . Demonstration and Instructions . 3 . Testing, Adjusting, and Balancing. � � � BASIC REQUIREMENTS-01001-1 8/97 WOODHOUSE RESIDENCE � G. Contract Closeout: � 1 . Contract Closeout Procedures . 2 . Final Cleaning. � 3 . Adjusting. 4 . Project Record Documents . 5 . Operation and Maintenance Data. � 6 . Warranties . � � � � � � � � � 1 � 1 � � BASIC REQUIREMENTS-01001-2 8/97 � � WOODHOUSE RESIDENCE � 1 . 05 COORDINATION � A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction � elements . B. Verify utility requirement characteristics of operating � equipment are compatible with building utilities. C. Coordinate space requirements and installation of mechanical and electrical work which are indicated on Drawings . Follow routing shown for pipes, ducts, and conduit, as closely as practicable. ,� . D. In finished areas, conceal pipes,, ducts, and wiring within the construction. 1 . 06 FIELD ENGINEERING , A. Establish elevations, lines, and levels and certify that elevations and locations of the Work conform with existing � conditions as closely as possible, unless specifically noted on drawings . � 1 . 07 CUTTING AND PATCHING A. Fit Work tight to adjacent elements. Maintain integrity of wall, ceiling, or floor construction; of adjacent building � areas to remain as exists . B. Refinish surfaces to match adjacent finishes . � 1 . 08 SUBMITTAL PROCEDURES � A. Submittal form to identify Project, Contractor, Subcontractor or supplier; and pertinent Contract Document references . � B. Apply Contractor's stamp, signed or initialled, certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of � information is in accordance with the requirements of the Work and Contract Documents . � C. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. � D. Revise and resubmit submittals as required; identify all changes made since previous submittal . � � BASIC REQUIREMENTS-01001-3 8/97 � WOODHOUSE RESIDENCE 1 . 09 CONSTRUCTION PROGRESS SCHEDULES � A. Submit initial progress schedule in duplicate within 15 � days after date of Owner-Contractor Agreement for Construction Manager review. B. Submit revised schedules with each Application for Payment, � to Construction Manager, identifying changes since previous version. Iridicate estimated percentage of completion for each item of Work at each submission. � C. Submit a horizontal bar chart with separate line for each section of Work, identifying first work day of each week, � to Construction Manager review. 1 . 10 SHOP DRAWINGS ,� A. Submit the number of opaque reproductions which Contractor requires, plus two copies which will be retained by Architect & Construction Manager. � 1 . 11 MANUFACTURERS' INSTRUCTIONS A. Submit manufacturers' printed instructions for delivery, � storage, assembly, installation, start-up, adjusting, and finishing, for Product Data. � 1 . 12 MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit � manufacturers' certificate to Construction Manager for review, in quantities specified for Product Data. B. Indicate material or Product conforms to or exceeds � specified requirements . Submit supporting reference data, affidavits, and certifications as appropriate. � 1 . 13 TEMPORARY ELECTRICITY A. Connect to existing power service. Power consumption shall � not disrupt Owner's need for continuous service. Owner to pay for power consumed. B. Provide power outlets for construction operations, branch � wiring, distribution boxes, and flexible power cords as required. � � � BASIC REQUIREMENTS-01001-4 8/97 � � WOODHOUSE RESIDENCE � 1 . 14 TEMPOR.ARY LIGHTING � A. Provide and maintain temporary lighting for construction operations . � B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. '�� C. Permanent building lighting may not be utilized during construction. 1� 1 . 15 TEMPORARY WATER SERVICE A. Connect to existing water source] for construction � operations . 1 . 16 TEMPORARY SANITARY FACILITIES � A. Provide and maintain required facilities and enclosures. Existing facilities may not be used. � B. Maintain in clean and sanitary condition. 1 . 17 EXTERIOR ENCLOSURES � B. Provide temporary roofing as specified in roofing section. 1 . 18 INTERIOR ENCLOSURES � A. Provide temporary partitions as required to separate Work areas from Owner occupied areas, to prevent penetration of � dust and moisture into Owner occupied areas, and to prevent damage to existing materials and equipment. 1 . 19 SECURITY �� A. General Contractor to co-ordinate with existin securit g Y system company, to protect existing property and Owner's � personal security from unauthorized entry, vandalism, or theft. � 1 .20 ACCESS ROADS A. Designated existing on-site black-top driveway may be used � for construction traffic. 1 .21 PROGRESS CLEANING � A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. � � BASIC REQUIREMENTS-01001-5 8/97 � WOODHOUSE RESIDENCE 1 .22 REMOVAL OF UTILI � TIES, FACILITIES, AND CONTROLS A. Remove temporary above grade or buried utilities, � equipment, facilities, materials, etc. , prior to Substantial Completion observation. B. Clean and repair damage caused by installation or use of � temporary work. C. Restore existing facilities used during construction to � original condition. Restore permanent facilities used during construction to original condition. 1 .23 PRODUCTS �� A. Products: Means new material, machinery, components, � equipment, fixtures, and systems forming the Work, but does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products � may also include existing materials or components specifically identified for reuse. B. Do not use materials and equipment removed from existing � premises, except as specifically identified or allowed by the Contract Documents. C. Use interchangeable components of the same manufacture for , similar components . 1 .24 TRANSPORTATION, HANDLING, STORAGE AND PROTECTION � A. Transport, handle, store and protect Products in accordance with manufacturer's instructions . � 1 .25 SUBSTITUTIONS A. Substitutions will only be considered when a Product !� becomes unavailable through no fault of the Contractor. B. Document each request with complete data substantiating � compliance of proposed Substitution with Contract Documents . C. Submit three copies of requests for Substitution for � consideration. Limit each request to one proposed Substitution. � � � BASIC REQUIREMENTS-01001-6 8/97 � � WOODHOUSE RESIDENCE � 1 .26 STARTING SYSTEMS � A. Ensure that each piece of equipment or system is ready for operation. � B. Execute start-up under supervision of responsible persons in accordance with manufacturers' instructions . � 1 .27 DEMONSTR.ATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of Products to Owner prior to date of final inspection. � B. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. 't 1 .28 CONTRACT CLOSEOUT PROCEDURES � A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and Work is complete in accordance with Contract Documents and ready for Construction Managers inspection. � B. Submit final Application for Payment identifying total adjusted Contract Sum/Price, previous payments, and amount � remaining due. 1 .29 FINAL CLEANING � A. Execute final cleaning prior to final inspection. B. Clean interior and exterior �surfaces exposed to view. � Vacuum carpeted and soft surfaces. C. Clean debris from site, roofs, gutters, downspouts, and � drainage systems. D. Replace filters of operating equipment. � E. Remove waste and surplus materials, rubbish, and construction facilities from the site. � 1 . 30 ADJUSTING A. Adjust operating Products and equipment to ensure smooth � and unhindered operation. � � � BASIC REQUIREMENTS-01001-7 8/97 � WOODHOUSE RESIDENCE 1 . 31 PROJECT RECORD DOCUMENTS � A. Maintain on site, one set of Contract Documents to be � utilized for record documents. B. Record actual revisions to the Work. Record information � concurrent with construction progress . C. Specifications: Legibly mark and record at each Product � Section a description of actual Products installed. D. Record Documents and Shop Drawings : Legibly mark each item to record actual construction. ,� E. Submit documents to Construction Manager with claim for final Application for Payment. �. 1 . 32 OPERATION AND MAINTENANCE DATA A. Submit 1 set prior to final inspection. � 1 . 33 WARR.ANTIES A. Provide notarized copies, to Construction Manager. � B. Execute and assemble documents from Subcontractors, , suppliers, and manufacturers . � C. Submit prior to final Application for Payment. PART 2 PRODUCTS � Not Used � PART 3 EXECUTION Not Used � END OF SECTION � � � � � BASIC REQUIREMENTS-01001-8 8/97 � � WOODHOUSE RESIDENCE � . . . . , , SECTION 02055 , e � � SELECTIVE DEMOLITION � PART 1 GENERAL 1 . 01 SECTION INCLUDES � A. Demolish designated walls; remove foundation peirs, partial slab-on-grade walks, as indicated on drawings; disconnect utilities, plumbing, electrical, HVAC, etc. as indicated on � mechanical drawings. PART 2 PRODUCTS ;1 Not Used PART 3 EXECUTION � 3 . 01 PREPARATION , A. Provide protective measures as required to allow free and safe passage of Owner residents to and from occupied portions of the dwelling. � B. Protect existing finish work, flooring, etc. that is to . remain in place and becomes exposed during demolition operations . � C. Provide temporary weather protection during interval between demolition and removal of existing construction on � exterior surfaces, and installation of new construction to insure that no water leakage or damage occurs to the structuz�e or interior areas of the existing building. � D. Erect and maintain temporary partitions to prevent spread of dust, odors and noise permitting continued Owner occupan�y, to adjacent rooms . Provide security locks, at � exterior openings of structure, at all times through demolition/remodel work. � E. Protect existing items which are not indicated to be removed. F. Protect existing landscaping materials which are not to be � removed. G. Remove all protections at completion of work. � � � SELECTIVE DEMOLITION-02055-1 7/97 � WOODHOUSE RESIDENCE 3 . 02 DEMOLITION RE UIREMENTS � Q A. Conduct demolition to minimize interference with adjacent � building areas. 3 . 03 BUILDING DEMOLITION � A. Disconnect and cap and identify, utilities, as required for future use as applies, per mechanincal drawings. B. Demolish com onents indicated in an orderl and careful � P � y manner. � C. Backfill areas excavated caused as a result of demolition. D. Rough grade and compact areas affected by demolition to maintain site grades and contours . � 3 . 04 CLEAN UP � A. Remove demolished materials from site as work progresses . B. Leave areas of work in clean condition. � 3. 05 SCHEDULE OF PRODUCTS TO BE REMOVED A. Remove, store, and protect the following materials to be � reused on remodeled area; 1 . Gable vent - as indicated on drawings . 2 . Stereo speakers as indicated, Owner to co-ordinate � reuse of speakers. 3. (2)Double hung windows and (4)exterior shutters at north elevation of house. � B. Relocate the following appliances to the basement, for Owners temporary use during remodel work; � 1 . Refrigerator 2 . Microwave oven (countertop model) . Appliances should be in working order upon the relocation. � END OF SECTION � � � � SELECTIVE DEMOLITION-02055-2 7/97 � � - . WOODHOUSE RESIDENCE � SECTION 02200 � EARTHWORK PART 1 GENER.AL � 1 . 01 SECTION INCLUDES � A. Site grading, removal of topsoil and subsoil, building excavating and trenches, backfilling and compacting. � PART 2 PRODUCTS 2 . 01 SOIL MATERIALS � A. Topsoil:_ Reusable ,excavated: friable ,loam;_ free of__subsoil, roots, grass, excessive amount of weeds, large stone, and foreign matter. � B. Subsoil: Excavated material, graded free of lumps larger than 3" , rocks larger than 1 inche, and debris . � 2 . 02 FILL MATERIAI�S A. Type A - Coarse gravel : Crushed, washed; free of shale, � clay, friable material, sand, debris; graded within the following limits: 1 . Minimum Size: 1/2 inch � 2 . Maximum Size: 1 inch B. Type B - Pea Gravel. Natural stone; washed, free of clay, shale, organic matter; � 1 . Minimum Size: 1/4 inch 2 . Maximum Size: 5/8 inch C. Type C - Sand: Natural river or bank sand; washed; free of � silt, clay, loam, friable or soluble materials, and organic � matter. � D. Type D - Subsoil : Reused, free of rock larger than 3 and debris. , PART 3 EXECUTION � 3 . 01 EXAMINATION AND PREPARATION A. Identify required lines, levels, contours, and datum. � B. Notify Architect of unexpected subsurface conditions and discontinue affected work in area until notified to resume • ' work. ., � � EARTHWORK - 02200-1 ' � WOODHOUSE RESIDENCE � C. Identify and flag known utility locations . Notify utility company to remove and relocate utilities . �; D. Maintain and protect existing utilities to remain. E. Verify foundation or basement walls are braced to support ,� surcharge forces imposed by backfilling operations . 3 . 02 TOPSOIL EXCAVATION � A. Do not excavate wet topsoil . B. Excavate topsoil and stockpile in area on site. ! 3 . 03 SUBSOIL EXCAVATION A. Excavate subsoil required for building foundations, � construction operations, and other Work. B. Slope banks to angle of repose or less, until filled. � C. Excavation shall not interfere with 45 degree bearing splay of any foundation. �' D. Correct unauthorized excavation at no extra cost to Owner. E. Remove excess subsoil not being reused from site. � 3 . 04 TRENCHES � A. Excavate for sanitary sewer, water, gas piping to municipal utilities as required. B. Cut trenches sufficiently wide to enable installation of , utilities and allow inspection. C. Backfill trenches to required contours and elevations . � D. Place and compact fill materials as for Backfilling. � 3 . 05 BACKFILLING A. Backfill areas to contours and elevations . Use unsaturated � materials . B. Backfill systematically, as early as possible, to allow � maximum time for natural settlement. Do not backfill over porous, wet, frozen, or spongy subgrade surfaces . C. Place and compact fill materials in continuous layers not � ,� exceeding 6 inches loose depth. � � EARTHWORK - 02200-2 � � , WOODHOUSE RESIDENCE � D. Employ a placement method so not to disturb or damage � foundations, foundation perimeter drainage, foundation dampproofing,or utilities in trenches . E. Maintain optimum moisture content of backfill materials to � attain required compaction density. F. Backfill simultaneously on each side of unsupported � foundation walls until supports are in place. G. Slope grade away from building minimum 12 inches in 10 ft, unless noted otherwise. ' 3 . 06 PLACING TOPSOIL � A. Place topsoil in areas where planting & lawn is scheduled. B. Fine grade topsoil eliminating rough or low areas. � Maintain levels, profiles, and contours of subgrade. C. Remove large stone, roots, grass, weeds, debris, and foreign material while spreading. � D. Lightly compact placed topsoil. E. Leave stockpile area and site clean and raked, ready to � receive landscaping. � 3 . 07 SCHEDULE A. Slab On-Grade: Type A fill, 6" thick, compacted to 95 percent; with cover of Type C fill, 2 inches thick, � compacted to 95 percent. B. Exterior Side of Foundation Walls Over Granular Filter � Material and Foundation Perimeter Drainage: Type D fill, � to subgrade elevation, each lift compacted to 90 percent. C. Fill Under Landscaped Areas: Type D fill, to 12 inches � below finish grade. � END OF SECTION � � � ::. � � EARTHWORK - 02200-3 ' � � WOODHOUSE RESIDENCE � SECTION 03001 � CONCRETE PART 1 GENER.AL � 1 . 01 SECTION INCLUDES A. Formwork, reinforcement, accessories, cast-in-place � concrete, finishing and curing. PART 2 PRODUCTS � 2 . 01 FORM MATERIALS � A. Plywood: Douglas Fir species; �sound, �undamaged sheets with � clean true edges . B. Lumber: Douglas Fir species; No. 2 grade. 'r C. Slab Edge Joint Filler: premolded asphaltic board, 1/2 inch thick. _ � D. Vapor Barrier: 6 mil thick clear polyethylene film, type recommended for below grade application. � 2 . 02 REINFORCEMENT MATERIALS A. Reinforcing Steel: ASTM A615, 40 ksi yield grade; '� deformed billet steel bars, galvanized finish. B. Welded Stee1 Wire Fabric: ASTM A185, plain type, in coiled � rolls, galvanized finish. C. Chairs, Bolsters, Bar Supports, Spacers : Sized and shaped for support of reinforcing. � D. Fabricate concrete reinforcing in accordance with ACI 315 . 2 . 03 CONCRETE MATERIALS � A. Cement: ASTM C150, Normal-Type I Portland type. � B. Fine and Coarse Aggregates : ASTM C33 . C. Water: Clean and not detrimental to concrete. � � D. Air Entrainment Admixture: ASTM C260 . E. Non-shrink Grout: Premixed compound consisting of � �' �' non-metallic aggregate, cement, water reducing and � plasticising agents . � CONCRETE - 03001-1 � , - WOODHOUSE RESIDENCE � 2 . 04 CONCRETE MIX � A. Mix and deliver concrete in accordance with ASTM C94, Alternative 2 . B. Provide concrete of the following strength: � 1 . Compressive Strength: 2000 psi 28 day. 2 . Slump: 4 to 12 inches . � C. Add air entraining agent to concrete mix for concrete work exposed to exterior. � PART 3 EXECUTION 3 . 01 FORMWORK ERECTION � A. Erect formwork, shoring and bracing to achieve design requirements. � B. Camber slabs and framing to achieve ACI 301 tolerances . C. Provide bracing to ensure stability of formwork. � D. Apply form release agent to formwork in accordance with manufacturer's instructions, prior to placing for � accessories and reinforcement. E. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings which � are effected by agent. F. Clean forms as erection proceeds, to remove foreign matter. ,� 3 . 02 INSERTS, EMBEDDED COMPONENTS, AND OPENINGS � A. Provide formed openings where required for work to be embedded in and passing through concrete members . B. Coordinate work of other Sections in forming and setting � openings, slots, recesses, chases, sleeves, bolts, anchors, and other inserts . � C. Install concrete accessories straight, level, and plumb. D. Place joint filler at perimeter of exterior floor slab. � 3. 03 REINFORCEMENT PLACEMENT � A. Place reinforcement, supported and secured against . � displacement. B. Ensure reinforcing is clean, free of loose scale, dirt, or � other foreign coatings . ICONCRETE - 03001-2 . _ � WOODHOUSE RESIDENCE � 3 . 04 PLACING CONCRETE A. Prepare previously placed concrete b cleanin with � Y g steel brush and applying bonding agent. Apply bonding agent in accordance with manufacturer's instructions . � B. Screed slabs-on-grade and concrete base for toppings level, maintaining surface flatness of maximum 1/8 inch in 10 ft, � unless otherwise noted on drawings . 3. 05 FORM REMOVAL A. Do not remove forms or bracing until concrete has gained S sufficient strength to carry its own weight and imposed loads . _ � B. Remove formwork progressively and in accordance with code requirements. 3 . 06 CURING � A. Immediately after placement, protect concrete from � premature drying. . B. Maintain concrete with minimal moisture loss at relatively � .' constant temperature for period necessary for hydration of cement and hardening of concrete. 3 . 07 CONCRETE FINISHING � A. Provide concrete surfaces to be left exposed with sand float finish. � END OF SECTION � � � � - � � ;�� . � CONCRETE - 03001-3 , � - . WOODHOUSE RESIDENCE � SECTION 04100 � MORTAR AND MASONRY GROUT PART 1 GENERAL � 1 . 01 SECTION INCLUDES � A. Mortar and grout for masonry. PART 2 PRODUCTS � 2 . 01 MATERIALS A. Portland Cement: ASTM C150, Type I, gray color. '� B. Mortar Aggregate: ASTM C144, standard masonry type. C. Grout Aggregate: ASTM C404 . � D. Water: Clean and ot p able. � 2 . 02 MORTAR MIXES A. Mortar for Load Bearing Walls and Partitions : ASTM C270, Type M using the Property Method. � B. Mortar for Non-load Bearing Walls and Partitions : ASTM � C270, Type S using the Property Method. C. Mortar for Reinforced Masonry: ASTM C270, Type M using the Property Method. � D. Pointing Mortar for Masonry: ASTM .C270, Type N, using the Property Method. � . 2 . 03 MORTAR MIXING A. Thoroughly mix mortar ingredients in quantities needed for � immediate use in accordance with ASTM [C270] [C780] . B. Do not use anti-freeze compounds to lower the freezing � point of mortar. 2 . 04 GROUT MIXING iA. Thoroughly mix mortar ingredients in quantities needed for immediate use in accordance with ASTM C476 Fine grout. � B. Do not use anti-freeze compounds to lower the freezing _ point of grout. ; � � MORTAR AND MASONRY GROUT - 04100-1 . _� WOODHOUSE RESIDENCE � PART 3 EXECUTION 3 . 01 INSTALLATION � A. Work grout into masonry cores and cavities to eliminate voids . Do not displace reinforcement. � END OF SECTION � � � � � ,_ � � � . � � . , � � x: � � MORTAR AND MASONRY GROUT - 04100-2 � � • . WOODHOUSE RESIDENCE � � SECTION 04300 UNIT MASONRY � PART 1 GENER.AL 1 . 01 SECTION INCLUDES � A. Concrete masonry and brick units, reinforcement, anchorage, and accessories . � 1 . 02 ENVIRONMENTAL REQUIREMENTS A. Cold Weather Requirements : IMIAC - Recommended Practices � . and Specifications for Cold Weather Masonry Construction. PART 2 PRODUCTS � 2 . 01 CONCRETE MASONRY UNITS A. Masonry Units: ASTM C90, Grade N, Type I - Moisture � Controlled; norma-1 weight, size as indicated on drawings. 2 . 02 BRICK UNITS � A. Face Brick: ANSI/ASTM C216, match existing brick size and color currently used on site, Grade SW. � 2 . 03 REINFORCEMENT AND ANCHORAGE A. Single Wythe Joint Reinforcement: Truss or Ladder type; � hot dip galvanized cold-drawn steel. B. Multiple Wythe Joint Reinforcement: Truss or Ladder type; � with moisture drip; hot dip galvanized cold-drawn steel . C. Reinforcing Steel: ASTM A615, 40 ksi yield grade, � deformed billet bars, galvanized finish. D. Strap Anchors : bent steel shape, galvanized finish. � E. Sheet Metal Wall Ties : Corrugated, galvanized steel finish. � 2 . 04 FLASHINGS A. Plastic Flashings: Sheet polyethylene; 20 mil thick. � � � � � MASONRY UNITS - 04300-1 - ' WOODHOUSE RESIDENCE � 2 . 05 ACCESSORIES A. Joint Filler: Closed cell polyurethane or rubber foam; � oversized 50 percent to joint width; self-expanding. B. Building Paper: No. 30 asphalt saturated felt. � C. Weep Holes : Preformed plastic tubes . D. Cleaning Solution: Non-acidic, not harmful to masonry work � or adjacent materials, recommended by masonry unit manufacturer. � PART 3 EXECUTION 3 . 01 EXAMINATION AND PREPAR.ATION � A. Verify that field conditions are acceptable and ready to receive Work. � B. Coordinate placement of anchors supplied to other Sections . 3 . 02 COURSING _ � A. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness . � B. Concrete Masonry Units : Lay in running bond. Course one unit and one mortar joint to equal 8 inches . Form flush � mortar joints. 3 . 03 PLACING AND BONDING A. Isolate masonry partitions from vertical structural framing � members with a control joint. B. Isol.ate top joint of masonry partitions from horizontal � structural framing members and slabs or decks with compressible joint filler. � 3 . 04 WEEPS AND VENTS A. Install weep holes in face brick 32 inches on center � horizontally above shelf angles and at bottom of walls . B. Install cavity vents at top of each cavity space at same � spacing in veneer at 48 inches on center horizontally. , �. � � . � MASONRY UNITS - 04300-2 , � . WOODHOUSE RESIDENCE � 3 . 05 CAVITY WALL 1 A. Do not permit mortar to drop or accumulate into cavity air space or to plug weep holes . � B. Build inner wythe ahead of outer wythe to receive cavity insulation air/vapor barrier adhesive. � 3 . 06 REINFORCEMENT AND ANCHORAGES - SINGLE WYTHE MASONRY A. Install horizontal joint reinforcement as indicated on drawings . Place joint reinforcement continuous in first , coarse below top of walls . B. Place masonry joint reinforcement in first horizontal � joints above and below openings . Extend minimum 16 inches each side of opening. � C. Reinforce joint corners and intersections with strap anchors 16 inches oc. 3 . 07 REINFORCEMENT AND ANCHOR.AGES - VENEER MASONRY � A. Install horizontal joint reinforcement 16 inches oc. Place joint reinforcement continuous in first and second joint � below top of walls . B. Masonry Back-Up: Embed wall ties for bonding veneer at ' maximum 16 inches oc vertically and 24 inches horizontally. Place at maximum 3 inches oc each way around perimeter of openings, within 12 inches of openings . � C. Reinforce joint corners and intersections with strap anchors 16 inches oc. � 3 . 08 REINFORCEMENT AND ANCHORAGES - REINFORCED UNIT MASONRY A. Install horizontal joint reinforcement as indicated on drawings . Place joint reinforcement continuous in first � joint below top of walls . B. Reinforce joint corners and intersections with strap � anchors 16 inches oc. � 3. 09 MASONRY FLASHINGS � A. Extend flashings over veneer; turn up minimum 8 inches and seal to sheathing. � B. Lap end joints and seal watertight. �� '` C. Use flashing manufacturer's recommended adhesive and � sealer. � MASONRY UNITS - 04300-3 " • � WOODHOUSE RESIDENCE � 3 . 10 GROUTED COMPONENTS A. Reinforce bond beam and pilasters as detailed. � B. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position. � C. Place and consolidate grout fill without displacing reinforcing. � D. [et masonry unit surfaces in contact with grout just prior to grout placement. E. Grout spaces less than 2 inches in width with fine rout � g using low lift grouting technigues . Grout spaces 2 inches or greater in width with coarse grout using high or low � lift grouting techniques. F. When grouting is stopped for more than one hour, terminate grout 1-1/2 inch below top of upper masonry unit to form a � positive key for subsequent grout placement. G. Low Lift Grouting: Place first. lift of grout to a height � of 16 inches and rod for grout consolidation. Place subsequent lifts in 8 inch increments and rod for grout consolidation. � 3 . 11 CONTROL JOINTS A. Do not extend horizontal joint reinforcement through , control joints . B. Form control joirit with a sheet building paper bond breaker � fitted to one side of the hollow contour end of the masonry unit. Fill the resultant elliptical core with grout fill . Rake joint at exposed unit faces for placement of backer , rod and sealant. C. Form expansion joint 10 ' OC of all Masonry walls . 3 . 12 CUTTING AND FITTING � A. Cut and fit for chases, pipes, conduit, sleeves, grounds . � Coordinate with other Sections of Work to provide correct size, shape, and location. 3. 13 PARGING � A. Dampen masonry walls prior to parging. B. Parge masonry walls in two uniform coats of mortar; to a � � �1 smooth steel trowel finish. . � MASONRY UNITS - 04300-4 � � - WOODHOUSE RESIDENCE � 3 . 14 CLEANING � A. Remove excess mortar and mortar smears . B. Clean soiled surfaces with cleaning solution. � END OF SECTION � � � , � � � � - � � . i � 1 � � � 1. :. � � � MASONRY UNITS - 04300-5 " � � WOODHOUSE RESIDENCE __ , SECTION 06100 ROUGH CARPENTRY , PART 1 GENER.AL 1 . 01 SECTION INCLUDES � A. Structural floor, wall, and roof framing; trusses, built on � site; wall and roof sheathing; subfloor sheathing; preservative treatment; flashings . PART 2 PRODUCTS � 2 . 01 LUMBER MATERIALS A. Lumber Grading Rules : NFPA. a � B. Beam Framing: Douglas Fir species, grade - as noted on � drawings, l9 percent maximum moisture content. C. Joist Framing:Douglas Fir species, grade - as noted on drawings, l9 percent maximum moisture content. � D. Rafter Framing: Douglas Fir species, grade -� as noted on , drawings, l9 percent maximum moisture content. � E. Non-structural Light Framing: Douglas Fir species, grade - as noted on drawings, l9 percent maximum moisture content. � F. Studding: Douglas Fir species, grade - No 2, 19 percent maximum moisture content. G. Sill Plate: Pressure treated. � 2 . 02 SHEATHING MATERIALS , A. Plywood Roof Sheathing: APA, Span Rating 24; Exposure Durability 1; unsanded. � B. Plywood Wall Sheathing: APA, Span Rating 16; Exposure Durability 1; unsanded. C. Plywood Floor Sheathing: APA, Span Rating 16; Exposure � Durability 1; unsanded. 2 . 03 SHEATHING AND UNDERLAYMENT LOCATIONS � A. Sloped Roof Sheathing: Thickness as noted on drawi.ngs, 48 x 96 inch sized sheets, square edges, preservative treated. � �� , � • ROUGH CARPENTRY - 06100- � 1 � � ' � � WOODHOUSE RESIDENCE � � B. Wall Sheathing: Install at east and west walls from sill to top plate, 1/2" thick, 48 X 120 inch sized sheets, square , edges, preservative treated. C. Floor Sheathing: 7/8 inch 48 x 96 inch sized sheets, , square edges , preservative treated. 2 . 04 ACCESSORIES ' A. Fasteners : Galvanized steel for exterior, high humidity, and treated wood locations, plain finish elsewhere. , B. Die Stamped Connectors : galvanized steel. C. Joist Hangers : Galvanized steel, sized to suit framing � conditions . D. Anchors : Expansion shield and lag bolt type for anchorage � to solid masonry or concrete. E. Sill Flashing (Under Sill) : See Section 07200 � F. Subfloor Glue: APA AFG-01, waterproof. - G. Building Paper: See Section 07200 . , 2 . 05 WOOD TREATMENT � A. Wood Preservative (Pressure Treatment) : AWPA Treatment C1 using water borne preservative with 0.25 percent retainage. B. Wood Preservative (Surface Application) : Clear. � C. Shop preservative treat wood materials indicated in schedule at end of Section, in accordance with � manufacturer's instructions. PART 3 EXECUTION � 3. 01 FRAMING A. Erect wood framing_members in accordance with applicable � code. Place members level and plumb. Place horizontal members crown side up. B. Place full width continuous sill flashing on foundations. � C. Place sill sealer directl on foun y dation. D. Frame double joist headers at floor and ceiling openings . „ Frame rigidly into joists. Frame double joists under wall studding. � � ROUGH CARPENTRY - 06100-2 � WOODHOUSE RESIDENCE � - ; E. Bridge joists in excess of 8 feet span. Fit solid blocking at ends of inembers . 3 . 02 SHEATHING , A. Install subfloor sheathing perpendicular to floor framing , with end joints staggered. Secure sheet edges over firm bearing. Attach sheathing with subfloor glue and drywall screws . ' B. Install sheathing to combination single and two span continuous . C. Secure wall sheathing with ends staggered, over firm , bearing. D. Use sheathing clips between sheets between roof framing � members. 3 . 03 SITE APPLIED WOOD TREATMENT ' A. Site apply preservative treatment in accordance with manufacturer's instructions. , B. Treat site-sawn cuts. Brush apply one coats of . preservative treatment on untreated wood in contact with � 1 cementitious materials,roofing and related metal flashings . C. Allow preservative to cure prior to erecting members . 3. 04 SCHEDULES � A. Above Grade Joist, Rafter, and Stud Framing: 19 percent � maximum moisture content. B. Sloped Roof Sheathing: 24 x 48 inch sized sheets, square � edges . . END OF SECTION ' � � _ � ' .� � ° � ROUGH CARPENTRY - 06100-3 � � ' . WOODHOUSE RESIDENCE , SECTION 06200 ' FINISH CARPENTRY PART 1 GENER.AL � 1 . 01 SECTION INCLUDES � A. Finish carpentry items, other than shop prefabricated casework; hardware and attachment accessories . B. Wood trim, crown mouldings, base, and window/door trims . � C. Prefabricated structural columns. � 1 . 02 QUALITY ASSUR.ANCE y A. Perform work in accordance with AWI Custom quality. , PART 2 PRODUCTS 2 . 01 SHEET MATERIALS , A. Beaded Plywood: Graded in accordance with AWI, veneer, birch or oak face species, beaded plywood. Beads 1-1/2" to , 2 . 02 MOLDED MILLWORK A. Exterior structural columns : , Manufacture: Dixie-Pacific � Style: Cap & Base; Tuscan, Column Design: 10-P Size: Bottom Dia; 10" Top Dia; 8-1/2" � Cut as required B. Head trim at windows and doors (Interior) : Manufacture: Fypon � Style: No. 876 Window/Door Trim, Height: 4-1/4" C. Base trim ( Interior) : � Manufacture: Fypon Style: No. 880 Baseboard, Height: 4" ' D. Crown Molding (Interior) : Manufacture: Fypon Style: No. 890 Crown Fascia Molding, Height: 3-3/8" , E. Head Trim at door (exterior) ; Manufacture: Fypon Style: No. 877 Window/Door Trim, Height: 5-1/2" �,. � � FINISH CARPENTRY - 06200-1 � ' WOODHOUSE RESIDENCE PART 3 EXECUTION ' 3 . 01 EXAMINATION AND PREPARATION � A. Prime paint surfaces of items or assemblies in contact with cementitious materials, before installation. � 3 . 02 INSTALLATION A. Install work in accordance with AWI Custom Quality � Standard. B. Set and secure materials and components in place, plumb and � level. C. Install trim by finish nails sunk. y � D. Install prefinished paneling with adhesive by the bead method (exterior type) . 3 . 03 PREPARATION FOR FINISH � A. Sand work smooth and set exposed fasteners. Apply wood - � filler in exposed fastener indentations . 3 . 04 SCHEDULE A. Exterior: � 1 . Beaded Plywood, adhered to bottom of ceiling joists : Prepare for paint finish. •� 2 . Columns at Kitchen Entry: Prepare for paint and sealed finish. 3 . Soffits and Facias : Match existing as noted on � drawings. Prepare for paint finish. 4. Door Head: 5-1/2" match verticle trim and plinth block as in exisiting door trims, prepare for paint finish. B. Interior: � 1 . Door, Trims : 5-1/2" head trim, match verticle trim and plinth block as in exisiting door trims, prepare for , paint finish. 2 . Window Trims: 5-1/2" head trim, match verticle trim in exisiting door trims, prepare for paint finish. � 3 . Bases Trim: 4" , prepare for paint finish. 4 . Crown moulding (Bath 1) : 3-3/8" , prepare for paint finish. END OF SECTION � � ► , . ' FINISH CARPENTRY - 06200-2 � , . WOODHOUSE RESIDENCE , . _ .. . ---- - - ---— - - SECTION 07200 , BUILDING INSULATION PART 1 GENERAL ' 1 . 01 SECTION INCLUDES � A. Board thermal insulation at perimeter foundation wall . B. Batt thermal insulation in exterior wall and floor. ' C. Board thermal insulation and vapor retarder at stud walls and ceilings . , . D. Sill. Sealer ,insulation. ___ ,._ ., i � 1 . 02 ENVIRONMENTAL REQUIREMENTS � A. Install insulation adhesives in accordance with manufacturer's instructions . � PART 2 PRODUCTS 2 . 01 INSULATION MATERIALS � A. Extruded Polystyrene Insulation: "FormulaR" , manufactured by UC Industries, conforming to the following: 1. Thermal Resistance: R of 14 .39 . , 2 .` Thickness: 2 inch thick. 4 . Edges : Tongue and groove edges . � B. Glass Fiber Insulation: Rigid type, Thermax Sheathing, manufactured by Celotex Corporation, conforming to the following: � 1 . Thermal Resistance: R of 6 . 3 for 7/8" thick, 7 .2 for 1" thick. 2 . Thickness : 7/8" at ceilings, 1" at exterior walls . � C. Batt Insulation: preformed glass fiber batt, manufactured by CertainTeed, conforming to the following: 1 . Thermal Resistance: R-19 in 6" stud walls and floors, ' R-13 in 4" stud walls . 2 . Facing: Unfaced in walls, Foil faced on one side in f loors . � D. Sill Sealer: Fiber Glass Sill Sealer, maunfactured by CertainTeed. � 2 . 02 ADHESIVES � � A. Adhesive: Type recommended by insulation manufacturer for application. � � INSULATION - 07200-1 - � , WOODHOUSE RESIDENCE , 2 . 03 ACCESSORIES A. Air Barrier: polyethylene film at stud walls , B. Tape: Sheathing Tape, manufactured by 3M. C. Insulation Fasteners : Impale clip of galvanized steel, , mechanically fastened. PART 3 EXECUTION � 3 . 01 EXAMINATION AND PREPARATION A. Verify that substrate, adjacent materials, and insulation , boards are dry and ready to receive insulation. 3. 02 INSTALLATION - FOUNDATION PERIMETER - BOARD INSULATION � A. Before backfilling, install Foamular Insulation to the CMU foundation wall from top of footing upwards, as idicated on , drawings . Adhere insulation to clean surfaces with long edges horizontal, edges tightly abutted and vertical joints staggerd. Secure insulation with adhesive applied to back 1 of panels with 1/4" to 3/8" continuous beads spaced 16" o.c. Apply insulation to wall within 15 minutes after adhesive is applied. ' B. Place backfill carefully, to prevent damage to insulation. 3 . 03 INSTALLATION - EXTERIOR STUD WALLS - BOARD INSULATION ! A. Adhere a strip of polyethylene sheet over interior face of studs with beads adhesive. Tape seal joints . � Place strip of polyethylene sheet at perimeter of wall openings, into window and door frame. Tape seal in place to ensure continuity of vapor retarder. Install batt , insulation in stud walls as indicated below. B. Install Celotex Foil Faced Foam Sheathing boards on exterior face of studs, vertically. Install per � manufactures recommendation. C. Butt edges and ends tight to adjacent board and to , protrusions . ' D. Tape insulation board joints. � 3 . 04 INSTALLATION - CEILING - BOARD INSULATION A. Adhere a strip of polyethylene sheet over interior face of � � ceiling joists with beads adhesive. Tape seal joints . � . INSULATION - 07200-2 � ' ' - WOODHOUSE RESIDENCE , B. Install Celotex Foil Faced Foam Sheathing boards on bottom ' side of ceiling joists . Install per manufactures recommendation. C. Stagger insulation, butt edges and ends tight to adjacent ' board and to protrusions . D. Tape insulation board joints . � 3 . 05 INSTALLATION - BATT INSULATION - STUD WALLS ' A. Install insulation between studs in accordance with insulation manufacturer's instructions . B. Install in exterior walls without gaps or voids. , C. Fit insulation tight in spaces. Leave no gaps or voids . � 3 .06 INSTALLATION - BATT INSULATION - FLOOR JOISTS A. Install insulation between floor joists in accordance with ' insulation manufacturer's instructions. B. Install in exterior walls without gaps or voids . � ' C. Fit insulation tight in spaces. Leave no gaps or voids. ' D. Install with factory applied membrane facing warm side of building spaces. E. Place vapor retarder on warm side of insulation by securing ' in place. Extend vapor retarder up adjacent walls lapping 12" . Tape all joints . ' 3 .07 INSTALLATION - BATT INSULATION - SILL A. Install sill sealer beneath all sills, per manufactures commendation. , END OF SECTION . � , 1, �y: , � • INSULATION - 07200-3 - . , WOODHOUSE RESIDENCE , SECTION 07313 , WOOD SHINGLES PART 1 GENERAL , 1 . 01 SECTION INCLUDES A. Cedar shingle roofing; underlayment, eave, valley, and � ridge protection; associated metal flashings . 1 . 02 SUBMITTALS , A. Shop Drawings : Indicate metal flashings, fastening methods and locations, and installation details . , ' B. Manufacturer' s Installation Instructions: Indicate preparation required and installation procedures . � PART 2 PRODUCTS 2 . 01 SHINGLES _ � A. Shingles : RCSHSB sized and graded, No. 1 (Blue Label) . B. Hips and Ridge Caps : units to match shingles. � C. Treatment: Shop preservative treat with water based clear , preservative to "improve fungus & moisture resistance as well as fire retardancy. 2 . C2 SHEET MATERIALS � A. Roll Roofing: Asphalt saturated roll roofing; 40 lb/square surfaced on weather side with mineral granules of ' color same as shingles . B. Ice Dam Protection: Sheet barrier of rubberized asphalt bonded to sheet polyethylene, 40 mil total thickness, with ' strippable treated release paper. C. Underlayment: Cellulose fiber building paper, water � repellent breather type No. 15 unperforated asphalt saturated felts 4 mil thick translucent polyethylene film; standard permeance type] . � 2 . 03 ACCESSORIES A. Nails : Standard round wire shingle type, hot dipped zinc � coated steel of sufficient length to penetrate roof �' sheathing. ' WOOD SHINGLES - 07313-1 � 1 - - WOODHOUSE RESIDENCE , B. Plastic Cement: Asphalt type with mineral fiber ' components . C. Lap Cement: Fibrated cutback asphalt type. ' 2 . 04 FLASHING MATERIALS A. Sheet Flashings : ASTM A361; 24 gage thick steel with � minimum 1 .25 oz/sq ft galvanized coating. B. Bituminous Paint: Acid and alkali resistant type; black color. ' C. Nails : Standard round wire roofing t e hot di ed zi YP � pp nc coated steel; of sufficient length to penetrate wood ' substrate. 2 . 05 FLASHING FABRICATION , A. Form flashings to protect materials from physical damage and shed water. B. Form sections square and accurate to profile, in maximum ' possible lengths, free from distortion or defects - detrimental to appearance or performance. ' C. Hem exposed edges of flashings minimum 1/4 inch on underside. , D. Apply bituminous paint on concealed surfaces of flashings. PART 3 EXECUTION � 3 . 01 EXAMINATION AND PREPARATION A. Verify that plumbing stacks and roof penetrations are , flashed to deck surface. B. Verify deck surfaces are dry, free of ridges, warps, or voids . Broom clean surfaces . ' C. Fill knot holes and surface cracks with latex filler at areas of bonded eave protection. ' 3 . 02 INSTALLATION - ICE DAM PROTECTION , A. Place eave and gable edge metal flashings tight with fascia boards. Weather lap joints and seal with plastic cement. Secure flange with nails. ' B. Apply rubberized asphalt/polyethylene sheet eave protection . �; in accordance with manufacturer's instructions . , ; C. Apply lap cement over underlayment starter strip. ' � WOOD SHINGLES - 07313-2 . ' WOODHOUSE RESIDENCE ' D. Starting from lower edge of starter strip, lay additional 36 inch wide strips of underlayment in lap cement, to ' produce a two ply membrane. Weather lap plies and nail in place. Lap ends and stagger each consecutive ply. E. Extend eave/ice dam protection membrane minimum 4 ft ' upslope beyond interior face of exterior wall. 3 . 03 INSTALLATION - PROTECTIVE UNDERLAYMENT � A. Place one ply of underlayment over area not protected by eave protection, with ends and edges weather lapped and nailed. Stagger end laps of each consecutive layer. , B. Install perpendicular to slope of roof. C. Weather lap and seal watertight with plastic cement, items ' projecting through or mounted on roof. 3 . 04 INSTALLATION - VALLEY PROTECTION ' A. Place one ply of smooth surfaced roll roofing, centered over valleys. Weather lap joints and nail in place. ' B. Place one layer of sheet metal flashing, minimum 24 inches , wide, centered over open valleys and crimped to guide ' water. Weather lap joints. 3 . 05 INSTALLATION - METAL FLASHING A. Install flashings in accordance with RCSHSB requirements . � B. Weather lap joints and seal weather tight with plastic � cement. Secure in place with concealed fastenings. C. Flash and seal work projecting through or mounted on ' roofing with plastic cement, weather tight. 3 . 06 INSTALLATION - SHINGLES A. Install shingles in accordance with manufacturer's ' instructions . B. Provide triple course at eaves . ' C. Project first course beyond face of fascia boards . ' D. Coordinate installation of weather tight placement of counter flashings . E. Complete installation to provide weather tight service. ' . � END OF SECTION , � WOOD SHINGLES - 07313-3 � ' - . . WOODHOUSE RESIDENCE � SECTION 07610 ' METAL ROOF UNIT ^ PART 1 GENERAL ' 1 . 01 SECTION INCLUDES ' A. Copper roofing and associated flashings and support f rame. ' 1 . 02 SUBMITTALS A. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, ' flas.hings, termination, and. installation detail.s. PART 2 PRODUCTS ' 2 . 01 SHEET MATERIALS ' A. Fabricators : 1. Roof Skirt by Fli-ntwood Products, as indicated on drawings. Available locally through: , Independent Millwork, Inc. 612 .425. 6600 B. Copper: ASTM B370, cold rolled 24 oz/sq ft, natural ' finish. 2 . 02 SHOP FABRICATION � A. Form components true to shape, accurate in size, square, and free from distortion or defects . Form pieces in longest practical lengths . � B. Hem exposed edges on underside, miter and seam corners . Fabricate vertical faces with bottom edge ' formed outward and hemmed to form drip. PART 3 EXECUTION ' 3 . 01 EXAMINATION AND PREPARATION A. Verify roof openings, roof penetrations, cant strips , and reglets in place, and nailing strips are properly located. � � ' � 1 METAL ROOFING - 07610-1 . , WOODHOUSE RESIDENCE � 3 .03 INSTALLATION A. Install per manufacturer specifications . ' length. Lap joints 6 inches ( 150 mm) in direction of drainage. END OF SECTION , ' , ..� , , . , , ' . ' � � , ' , � ' METAL ROOFING - 07610-2 � ' • WOODHOUSE RESIDENCE ' SECTION 07620 , GUTTER, DOWNSPOUTS AND FLASHING PART 1 GENER.AL 1 1 . 01 SECTION INCLUDES ' A. Gutters and downspouts . D. Counterflashings over base flashings, vent stacks . ' 1 . 02 QUALITY ASSURANCE A. Perform Work in accordance with the following: ' 1 . NRCA (National Roofing Contractors Association) - Roofing Manual. ' 1 . 03 STORAGE AND HANDLING A. Stack preformed material to prevent twisting, bending, or ' abrasion, and to provide ventilation. PART 2 PRODUCTS ' 2 . 01 SHEET MATERIALS ' A. Pre-coated Galvanized Steel: ASTM A446, Grade A, G90 gage core "steel, shop pre-coated with odified silicone coating. For base bid. ' B. Copper: ASTM B370, Cold rolled; 24 oz/sq ft, natural finish. For Alternate bid. t2 . 02 ACCESSORIES A. Fasteners: Same material and finish as flashing metal, ' with soft neoprene washers . B. Gutter and Downspout Anchorage Devices : Type recommended , by fabricator. C. Gutter Supports : Straps . , D. Downspout Supports: Straps . 2 . 03 COMPONENTS ' A. Gutters : Semi-circular SMACNA style profile. � B. Downspouts: Round profile. � GUTTERS, DOWNSPOUTS & FLASHING - 07620-1 . - '. WOODHOUSE RESIDENCE � C_. Accessories : Profiled to suit gutters and downspouts . D. Splash Pads : Precast concrete type. ' 2 . 04 FABRICATION A. Form components true to shape, accurate in size, square, , and free from distortion or defects . Form pieces in longest practical lengths . ' B. Form sheet metal pans with upstand, and flanges . Fill pans watertight with plastic cement. PART 3 EXECUTION , 3. 01 EXAMINATION AND PREPARATION A. Verify roof openings, pipes, sleeves, ducts, or vents ' through roof are solidly set, cant strips and reglets in place, and nailing strips located. B. Verify membrane termination and base flashings are in ' place, sealed, and secure. 3 . 02 INSTALLATION , A. Secure flashings, gutters and downspouts in place using ' concealed fasteners . B. Apply plastic cement compound between metal work and felt flashings. � ' C. Fit components tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to , profiles . D. Slope gutters 1/4 inch per foot minimum. ' END OF SECTION , . ' ' ' ,� . ' GUTTERS, DOWNSPOUTS & FLASHING - 07620-2 � ' ' . WOODHOUSE RESIDENCE ' SECTION 08360 ' GARAGE DOOR PART 1 GENER.AL ' 1 . 01 SECTION INCLUDES ' A. Electric overhead sectional door of steel panels of stile and rail design. 1 . 02 SUBMITTALS ' A. Shop Drawings : Indicate opening dimensions and tolerances, component construction, connections and details, anchorage ' , methods and spacing, hardware and locations, installation details . PART 2 PRODUCTS ' 2 . 01 MATERIALS , A. Sheet Steel: galvanized to, roll formed with v-groove for ribbed effect. ' B. Metal Primer Paint: Zinc chromate. C. Insulation: Fibrous glass batt, or Rigid polyurethane, same thickness as core framing members , bonded to facing. ' D. Glazing: Tempered double glazing. , E. Weatherstripping: Resilient rubber or neoprene strip. 2 . 02 COMPONENTS ' A. Panels : Flush steel constru.ction; rigid foam core insulation;core reinforcement, rabbeted weather joints at meeting rails. tB. Glazed Lights : match existing layout. e ' C. Lock: Inside center mounted, adjustable keeper, spring activated latch bar with feature to keep in locked or retracted position; interior handle; lock, master keyed. , D. Door Panel Weatherstripping: Fitted to bottom of door panel full length; double contact resilient. E. Jamb Weatherstripping: Formed metal retainer fitted full . height of jamb with integral resilient weatherstripping in moderate contact with door panels. � ' GARAGE DOOR - 08360-1 - . . ' WOODHOUSE RESIDENCE , F. Electric Operator: motor; side mounted on cross head shaft; adjustable safety friction clutch, gear driven limit ' switch; magnetic cross line reversing starter, mounting brackets and hardware. 2 . 03 FINISHES ' A. Steel: Prime paint. PART 3 EXECUTION , 3 . 01 EXAMINATION AND PREPAR.ATION A. Verify that wall openings are ready to receive work and ' opening dimensions and tolerances are within limits . � �'B. Prepare door opening components to permit installation of door unit and preserve continuity of wall air and vapor barrier seal. , 3 . 02 INSTALLATION A. Install door unit assembly in accordance with ' manufacturer's instructions. B. Anchor components securely to wall construction and ' building framing without distortion or stress. Secure tracks to structural members only. C. Fit and align door 'assembly including hardware, level and ' plumb, to provide smooth operation. D. Coordinate installation of electrical service. Complete ' wiring from disconnect to unit components. E. Coordinate installation of sealants and backing materials , at frame perimeter as specified in Section 07900. END OF SECTION ' ' ' , ' . , GARAGE DOOR - 08360-2 ' , - WOODHOUSE ' SECTION 08210 ' WOOD DOORS PART 1 GENER.AL ' 1 . 01 SECTION INCLUDES ' A. Wood doors . 1 . 02 SUBMITTALS ' A. Shop Drawings : Indicate door elevations, cutouts for glazing. ' PART 2 PRODUCTS �« 2 . 01 DOOR TYPE , A. Manufacturers : 1 . NUPRIME RESIDENTIAL PRODUCTS, Style: (Exterior door) 9 light, with panel below, insulated glass, and door. ' 2 . NUPRIME RESIDENTIAL PRODUCTS, Style: (Interior Bath door) , solid core, paint grade, 6 panel door. ' . 2 . 02 FINISH A. Factory finish doors with primer, doors to be painted on site. IPART 3 EXECUTION ' 3. 01 INSTALLATION A. Adjust door for smooth and balanced door movement. ' END OF SECTION ' ' , '.� '; ' IWOOD DOORS - 08210-1 . ' WOODHOUSE RESIDENCE ' SECTION 08605 ' WOOD WINDOWS PART 1 GENERAL ' 1 . 01 SECTION INCLUDES A. Plastic clad windows . , B. Glass and framed insect screens . 1 . 02 QUALITY ASSURANCE � I A. Fabricate and install windows in accordance with ANSI/NWWDA � IS-2 - Wood Windows . � � '" � ` ' - PART 2 PRODUCTS ' 2 . 01 WINDOW UNITS _ A. Window Unit Manufacturers : , 1 . Anderson, Style (as indicated on drawings) . B. Window Configuration: (as indicated on drawings) .• ' 2 . 02 FRAME MATERIALS AND ACCESSORIES A. Wood: Clear pine interior finish. ' B. Plastic Cladding (Exterior Surface) : Manufactures finish for Perma Shield windows . ' C. Insect Screen Frames : Rolled aluminum, of rectangular sections with glass fiber mesh set into frame and secured. ' Fit frames with adjustable roller hardwa.re. D. Weather Stripping: Roll formed stainless steel flexible configured for flexible fit. ' E. Sealant and Backing Materials : As recommended by maunufacturer. � ' F. Anchor Devices : Non-corroding. 2 . 03 GLASS AND GLAZING MATERIALS ' A. Glass and Glazing Materials in Window Lights : Type low "E" glass, triple glazing. ' � , ' WOOD WINDOWS - 08605-1 ' � - . WOODHOUSE RESIDENCE � 2 . 04 HARDWARE � A. Operator: Geared rotary handle fitted to projecting sash arms with limit stops. �, B. Projecting Sash Arms : Zinc plated steel, friction pivot joints with nylon bearings, removable pivot clips for cleaning. � 2 . 05 FABRICATION � A. Assemble insect screens of formed aluminum rectangular sections with glass fiber mesh set into frame and secured. B. Double weatherstrip operable units. � 2 . 06 FINISHES � � A. Exterior Surfaces : Opaqued, White. B. Interior Surfaces : pre-primed to receive on site paint. 1 PART 3 EXECUTION . 3. 01 EXAMINATION AND PREPARATION � A. Verify that rough openings are correctly sized and located. � B. Prepare opening to permit correct installation of frame and achieve continuity of air and vapor barrier seal. 3. 02 INSTALLATION ' A. Install frames, glazing, hardware and flashings in accordance with manufacturer's instructions. � B. Use anchorage devices to securely attach frames to structure. � C. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work. ' D. Coordinate attachment and seal of air and vapor barrier materials. Pack fibrous insulation in shim spaces at � perimeter of assembly to maintain continuity of thermal barrier. ' END OF SECTION -� ' � � WOOD WINDOWS - 08605-2 " � WOODHOUSE RESIDENCE ;� SECTION 09260 GYPSUM BOARD SYSTEMS � PART 1 GENERAL 1 . 01 SECTION INCLUDES �� A. Gypsum board with taped and sanded joint treatment. 1 . 02 QUALITY ASSURANCE � A. Perform Work in accordance with GA-201 - Gypsum Board for � Walls and Ceilings. PART 2 PRODUCTS � � 2 . 01 GYPSUM BOARD SYSTEM A. Gypsum Board Types : 5/8 inch thick, maximum permissible � length; ends square cut, edges; unless noted otherwise as follows : 1 . Standard Type: ASTM C36. � 2 . Fire Rated Type: ASTM C36 fire resistive, UL rated at Garage only. 3 . Moisture Resistant Type: ASTM C630 at Kitchen island sink side and bath 2 remodel. � PART 3 EXECUTION 3 . 01 INSTALLATION - CEILING FRAMING � A. Install in accordance with manufacturer's instructions. ' 3 . 02 INSTALLATION - GYPSUM BOARD A. Install gypsum hoard in accordance with manufacturer's � instructions . B. Fasten gypsum board to furring or framing with screws . � C. Place corner beads at external corners as indicated. Use longest practical length. Place edge trim where gypsum � board abuts dissimilar materials . D. Treat cut edges and holes in moisture resistant gypsum � board with sealant. - ' � ' � . ' GYPSUM BOARD SYSTEMS - - � 09260 1 � . WOODHOUSE RESIDENCE � 3 . 03 JOINT TREATMENT � A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes . � B. Taping, filling, and sanding is not required at surfaces behind adhesive applied ceramic tile. 1 3 . 04 TOLERANCES A. Maximum Variation from True Flatness : 1/8 inch in 10 feet in any direction. � END OF SECTION � .., � � - � � � � � � � � ,_ �� ' GYPSUM BOARD SYSTEMS - 09260-2 ' . � WOODHOUSE RESIDENCE � SECTION 09300 TILE � PART 1 GENER.AL 1 . 01 SECTION INCLUDES � A. Ceramic tile floor, using the thinset application method. � 1 . 02 QUALITY ASSURANCE A. Perform work in accordance with TCA Handbook for Ceramic � Tile Installation. PART 2 PRODUCTS � 2 . 01 TILE MATERIALS A. Ceramic Floor Tile: ANSI A137 . 1; �� 2 . 02 SETTING MATERIALS � A. Organic Adhesive: ANSI A136 . 1, thinset bond type. , 2 . 03 GROUT MATERIALS � � A. Grout: Silicone sealant, moisture and bacteria resistant type. � B. Color Admixture: Owner to select. _ 2 . 04 ACCESSORIES � A. Sealant: Mildew resistant type 2 . 05 MORTAR AND GROUT MIX � A. Mix and proportion pre-mix mortar and grout materials in accordance with manufacturer' s instructions . � PART 3 EXECUTION . 3 . 01 EXAMINATION AND PREPAR.ATION � A. Seal substrate surface cracks with filler. � 3 . 02 INSTALLATION A. Install adhesive, tile, and grout in accordance with , manufacturer's instructions . ` B. Cut and fit tile tight to penetrations . Form corners and bases neatly. � TILE - 09300-1 ' � - WOODHOUSE RESIDENCES � SECTION 09555 � WOOD FLOORING PART 1 GENERAL � 1 . 01 SECTION INCLUDES A. Wood strip flooring, nailed. � B. Floor finish. 1 . 02 QUALITY ASSURANCE � A. Perform Work in accordance with MFMA - Maple Flooring ,. Manufacturers Association. 1 . 03 ENVIRONMENTAL REQUIREMENTS � A. Do not install wood flooring system until wet construction � work is completed and surrounding air has maximum moisture content of 40 percent. B. Maintain room temperatures of minimum of 65 degrees F for `� period of 2 days prior to delivery of materials. � PART 2 PRODUCTS 2 . 01 MATERIALS � A. Flooring: Species and grade to match existing flooring. B. Flooring: Conform to the following: � Cut: Match existing Moisture Content: 7 to 9 percent. Actual Thickness: Match existing. Actual Width: Match existing. � Length: Random. Edge: Tongue and Groove. End: Square. � Finished: Match existing. 2 . 02 ACCESSORIES � A. Sub-floor Filler: Premix latex requiring water only to produce cementitious paste. � B. Adhesive: Water resistive type as recommended by flooring manufacturer. � C. Vapor Retarder: 8 mil thick black polyethylene, with 2 ^ inch 50 mm wide tape. �. � ' ' WOOD FLOORING - 09555-1 - � . � WOODHOUSE RESIDENCES � D. Sleepers and Shims : Softwood lumber, pressure treated for moisture protection, 2 x 3 inch size. E. Nails : Type recommended by floorin manufacturer. �` g F. Floor Finish: Match existing, type recommended by flooring � manufacturer. G. Sealer and Wax: Types recommended by flooring � manufacturer. � PART 3 EXECUTION 3 . 01 EXAMINATION AND PREPARATION � A. Verify that substrate surfaces are appropriately finished flat to plus or minus 3/16 inch in 10 ft. � 3 . 02 INSTALLATION - NAILING METHOD A. Place sheet vapor retarder over subfloor surface � , lapping edges and ends and tape seal; staple in place. Place sleepers over vapor retarder at 12 inches oc. Shim � sleepers to level line. Place sheathing paper, lap edges '� and ends, staple in place. B. Blind nail flooring in accordance with manufacturer's � instructions. C. Lay flooring parallel to length of room areas and � symmetrical to room center line. Verify alignment as work progresses. ^ D. Install flooring tight to floor access covers. � E. Provide 3/4 inch expansion space at fixed walls and other � interruptions . 3. 03 FLOOR FINISH � A. Sand flooring to smooth even finish with no evidence of sander marks . Take precautions to contain dust. Remove � dust by vacuum. B. Apply three finish coats in accordance with floor finish � manufacturer's instructions . 3 . 04 A. Wood flooring is located through out addition except for � � ' bathroom floor. END OF SECTION � WOOD FLOORING - 09555-2 ' � - WOODHOUSE RESIDENCE � SECTION 16050 _,r. � BASIC ELECTRICAL MATERIALS AND METHODS PART 1 GENERAL � 1 . 01 SECTION INCLUDES �` A. Existing work. � B. Grounding and bonding. � C. Identification. ,., 1 . 02 REGULATORY REQUIREMENTS � A. Conform to requirements of ANSI/NFPA 70 . Y � B. Furnish products listed by Underwriters Laboratories, Inc. or other testing firm acceptable to authority having jurisdiction. 4� 1 . 03 PROJECT CONDITIONS _ A. �xisting project conditions indicated on Drawings are based � on casual field observation. B. Verify field conditions as shown on Drawings. � C. Verify removal of existing electric work. D. Report discrepancies to Construction Manager before �1 disturbing existing installation. �f 1 . 04 COORDINATION � A. Obtai� and review shop drawings, product data, and manufacturer's instructions for equipment furnished under � other Sections to determine connection locations and requirements. B. Sequence rough-in of electrical connections to coordinate � with installation and start-up of equipment furnished under other Sections . � PART 2 PRODUCTS 2 . 01 GROUNDING MATERIALS � A. Ground Rod: Copper, 3/4 inch diameter. � , BASIC ELECTRICAL - 16050-1 � WOODHOUSE RESIDENCE 2 . 02 BASIC MATERIALS � A. Steel channel: Galvanized or painted steel . � B. Miscellaneous Hardware: Treat for corrosion resistance. PART 3 EXECUTION � 3 . 01 EXISTING ELECTRICAL WORK. � A. Verify that abandoned wiring and equipment serve only abandoned facilities . B. Disconnect existing electrical systems in walls, floors, � and ceilings indicated for removal . � � `C. Coordinate utility service outages and recorinections with � Utility Company and Owner. D. Provide temporary wiring and connections to maintain � existing systems in service during construction. 1 . Existing Electrical Service: Maintain existing system in service until new service is complete [and existing � loads are reconnected] . 2 . Existing Electrical Feeders and Branch Circuits: Maintain feeders and branch circuits in service until � replacement circuits are installed and ready to connect. 3 . Existing Security Alarm System: Maintain existing system in service until adjusted system is accepted. � 4 . Existing Telephone System: Maintain existing system in service until completion of Work. E. Remove, relocate, and repair existing installations to � accommodate new construction. 1 . Remove abandoned wiring to source of supply. 2 . Remove exposed abandoned conduit and boxes, [including abandoned conduit above accessible ceiling finishes . ] � 3 . Disconnect abandoned outlets and remove devices . 4 . Provide blank cover for abandoned outlets which are not removed. � 5 . Disconnect and remove abandoned panelboards and distribution equipment. 6 . Disconnect and remove electrical devices and equipment � serving utilization equipment that has been removed. 7 . Disconnect and remove abandoned luminaires, brackets, stems, hangers, and other accessories . � 8 . Disconnect and remove items as indicated on drawings . F. Repair adjacent construction and finishes damaged during removal of existing electrical work. � :±-� G. Maintain access to existing, active electrical �, installations . � BASIC ELECTRICAL - 16050-2 � � � WOODHOUSE RESIDENCE � H. Clean and re air existin p g materials and equipment which remain or are to be reused. � 1 . Panelboards : Clean and check tightness of electrical connections . Replace damaged circuit breakers and provide closure plates for vacant positions . Revise � circuit directory. 2 . Luminaires : Clean exterior and interior surfaces . Replace lamps, lenses, and broken electrical parts . � �. I . Extend existing installations using materials and methods compatible with existing electrical installations, and as specified. � 3 . 02 INSTALLATION � A. Install Products in accordance with manufacturer's instructions . B. Provide bonding to meet Regulatory Requirements. � C. Make electrical connections to utilization e ui ment in q P accordance with equipment manufacturer's instructions . ;� 1 . Verify that wiring and outlet_ rough-in work is complete �, and that utilization equipment is ready for electrical connection, wiring, and energization. 2 . Make wiring connections in control panel or in wiring � compartment of pre-wired equipment. Provide interconnecting wiring where indicated. 3 . Install and connect disconnect switches, controllers, � control stations, and control devices as indicated. 4 . Make conduit connections to equipment using flexible conduit. Use liquidtight flexible conduit in damp or wet locations . �' 5. Install pre-fabricated. cord set where connection with attachment plug is indicated or specified, or use ,� attachment plug with suitable strain-relief clamps. 6 . Provide suitable strain-relief clamps for cord connections to outlet boxes and equipment connection boxes. � D. Install support systems sized and fastened to accommodate weight of equipment and conduit, including wiring, which � they carry. END OF SECTION � � � � BASIC ELECTRICAL - 16050-3 � � ELECTRICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS � FOR: WOODHOUSE RESIDENCE '� MINNETONKA, MINNESOTA ARCHITECTS � V.S. LATHAM � 526 LAUREL AVEUE ST. PAUL, MINNESOTA 55102 612 • 222-5014 � ENGINEERS � STEEN ENGINEERING & CONSTRUCTION SERVICES, INC. 3605 FRANCE AVENUE NORTH � ROBBINSDALE, MN 55422 612 • 529-9664 � � � � I hereby certify that this lan, s ecification or re ort was P P p prepared by me or under my direct supervision and that I am a duly registered Professional � Engineer under the laws of the State of Minnesota. M_ J (/ 7 l., Steven M. Youngs / Registration No. 16544 � ! `� i- Mark R. Brengman ;` � Registration No. 24713 t l � g,l,y� 1 � � MECHANICAL SPECIFICATION INDEX � SECI'ION 15010 GENERAL CONDITIONS � SECTION 15020 DEMOLITION SECTION 15050 BASIC MATERIALS AND METHODS --� SECTION 15150 PIPING MATERIALS AND METHODS � SECTION 15200 INSULATION SECTION 15400 PLUMBING SECTION 15500 HYDRONICS � SECTION 15700 HEATING, VENTILATING AND AIR CONDITIONING SECTION 15800 DUCTWORK MATERIALS AND METHODS SECT'ION 15990 TESTING AND BALANCING SECTION 15995 SCHEDULES � MECHANICAL EQUIPMENT SCHEDULE � � � :� � � � � � � 032597 CBA701 8/1/97 � MECHANICAL INDEX-1 � � SECTION 15010 GENERAL CONDI'I'IONS � 1.00 GENERAL � A. General and Supplementary conditions within Division 1 are hereby incorporated and become part of these Specifications, covering all work in Division 15000, Mechanical. � B. Contractors shall familiarize themselves with all Architectural, Structural and Electrical Drawings and Specifications. These Drawings and Specifications, as they affect the mechanical installation, shall become part of Division 15000 Contract Documents. � C. The Mechanical Drawings and Specifications shall form a set of Plans for the mechanical work. Neither the Drawings nor the Specifications shall be complete � without the other. Any item shown on the Drawings or specified in the Specifications shall be considered as shown and specified on both. D. Any questions regarding the intent of the Drawings or Specifications shall be brought to � the Engineer's attention as soon as possible. If direction from the Engineer cannot be obtained due to time or communication limitations, the greater quantity, higher quality or condition most favorable to the Owner shall be assumed. � E. Mechanical Drawings are diagrammatic and are intended to show approximate locations only. The Contractor shall thoroughly review all Architectural, Structural and Electrical � Drawings and Specifications. Placement of inechanical equipment and devices shall not interfere with locations or clearances of other trades' materials or equipment. Contractor shall provide 1/4" scale drawing of all mechanical rooms, indicating placement of all mechanical and electrical equipment. Submit drawing to Engineer for � approval. F. The following terms used in the Drawings and Specifications shall be defined as � follows: 1. Contractor: Shall mean Mechanical Contractor or any of their Subcontractors. 2. Work: Shall mean labor and/or materials of the Mechanical Contractor or any of their Subcontractors. � 3. Furnish: Shall mean purchase, submit for Engineer approval, coordinate with Contract Documents and deliver to site in new, undamaged condition. 4. Install: Shall mean to schedule for delivery, deliver or have delivered to the site, � store as directed, protect from damage, set in place, make all necessary final connections, test as required and turn over to the Owner in full operating condition. � 5. Provide: Shall mean fumish and install. 6. Connect: Shall mean to bring mechanical service and/or control wiring to equipment, make all final connections, provide all necessary miscellaneous materials required and do final check out to ensure proper equipment connections. � G. The Contractor shall visit the site and familiarize themselves with the conditions effecting Division 15000 work. No additional costs to the Owner shall be allowed for � items verifiable during site visits. H. The Contractor shall provide storage for materials and equipment supplied as required. � Location shall be as directed by the General Contractor or the Project Manager. � 032597 CBA701 8/1/97 15010 - 1 j I. The Contractor shall be a licensed contractor in the State in which the Project is being � constructed and shall employ all Licensed Professional Tradesmen required for each type of work covered under these Drawings and Specifications. � J. The Contractor shall procure all necessary certificates and permits and pay all required fees. Contractor shall furnish a certificate of final inspection and approval from all � enforcement agencies to the Owner. K. The work included under Division 15000 shall consist of furnishing all labor, materials, equipment, tools and services for the complete installation of the Mechanical ,� System as indicated on the Drawings and called for in these Specifications. L. Specific materials and equipment specified is intended to establish a minimum standard � of required quality. Where specified materials and equipment fail to meet minimum standards of existing federal, state and local codes and ordinances, the governing codes and ordinances shall prevail. � M. The Contractor shall furnish and install all minor miscellaneous materials necessary for the complete mechanical installation. N. Within ten days after the award of the Contract, the Contractor shall submit for � approval eight sets of shop drawings on all major mechanical equipment. These shop drawings shall cover but not be limited to items such as boilers, condensing unit, � pumps, fittings, valves, dampers, AHUs, exhaust fans, diffusers, etc. The Contractor shall thoroughly review each item for compliance with these Specifications prior to submitting to the Engineer, making any necessary corrections. Each shop drawing set shall be stamped, signed and dated indicating Contractor review. If the Contractor fails � to properly review shop drawings, the Contractor shall reimburse the Engineer for all additional reviews on a time and material basis. No equipment shall be released for shipment or installed prior to final approval by the Engineer. � O. The Contractor shall coordinate all access required for equipment, shut-off/balance valves, cleanouts, etc., with the General Contractor. � P. The Contractor shall regularly clean their work area of debris. Removal of all Contractor generated debris and rubbish caused by their work shall be at the Contractor's expense. � Q. The Contractor shall properly protect all equipment from damage during construction. Thoroughly clean all fixtures, equipment and other supplied materials. Make all � necessary repairs and apply touch up paint as required prior to final inspection and contract close out. R. All work and materials shall comply with the latest edition of the following codes and � standards as well as state and local codes. 1. American Standard National Plumbing Code 2. Occupational Safery&Health Act(OSHA) � 3. American Standards Association 4. American Sociery of Mechanical Engineers (ASME) 5. Underwriters Laboratories (UL) � 6. Sheet Metal &Air Conditioning National Association (SMACNA) 7. Contractors National Association 8. National Fire Protection Association (NFPA) 9. Americans with Disabilities Act(ADA) � 10. Air Conditioning and Refrigeration Institute(ARI) 032597 CBA701 8/1/97 � 15010 - 2 � � 11. American Sociery of Hearing, Refrigerating and Air Condirioning Engineers (ASHRAE) � S. Materials and equipment shall be installed in a neat and workmanlike manner by skilled craftsmen. � T. Delivery of all materials and equipment shall be in accordance with the overall Project schedule. The Contractor shall closely coordinate all deliveries with other Contractors and the Engineer. � U. For materials and equipment specified by description only, the Contractor shall provide materials or equipment suitable for the purpose intended. These shall be in � conformance with all governing codes, these Specifications and normal trade practice. V. For materials or equipment specified by manufacturer's name and catalog number, the � Contractor shall provide the item specified. The Contractor may submit materials and equipment for prior approval to the Engineer. All prior approvals must be received by the Engineer at least seven working days prior to bid. � W. The Contractor shall fully instruct the Owner in the operation of each mechanical system prior to final closeout. � X. The Contractor shall provide and maintain an "As Built" set of bluelines on site, neatly notating routing, location or other changes to the Contract Documents. Upon Project completion and prior to final close out,turn the "As Built"drawings over to the Owner. � Y. The Contractor shall guarantee all materials and equipment to be free of defects that may develop in any part of their work, caused by faulty warkmanship, material or equipment failures, for a minimum one year or for as long as normal equipment � manufacturers warranty is in effect from the date of final acceptance of the work. Z. Upon completion of the work shown and specified under Division 15000 and prior to final close out of the Project, the Contractor shall verify in writing that all systems are �' 100% complete and operating properly. This notification shall include copies of all Subcontractor notifications. � AA. The Contractor shall deliver two sets of O&M manuals to the Engineer prior to final close out. O&M manuals shall consist of approved shop drawings, manufacturer's bulletins, equipment manuals, a list of manufacturers with telephone numbers for all � equipment that contains replaceable parts and all other data covering the care, maintenance and operation of each piece of furnished equipment. O&M manuals shall be neatly bound in 3-ring binders, contain an index and section tabs and be labeled � with the Project name. BB. The Contractor shall be responsible for all deficiencies that may exist from the use of substitute products, including additional required work. All dimensions and � characteristics of substitute products shall be verified and coordinated with all affected trades and Subcontractors. Required changes incuned from using accepted substitute products shall be coordinated and performed by the Contractor at no additional cost to � the Owner. CC. Upon notification by letter, personal contact or telephone conversarion of a problem with the mechanical system, the Contractor shall respond within one week, making � repairs or corrections as necessary. After all repairs and corrections are complete, the Contractor shall notify the Engineer. � 032597 CBA701 g/1/9� 15010- 3 j � DD. At the option of the Owner and prior to the award of the contract, the Contractor shall provide a 100% performance bond. The cost of this bond shall be added to the contract � amount. END OF SECTION � � � � � � � � � � � � � � � 032597 CBA701 8/1/97 � 15010 -4 � ' SECTION 15020 DEMOLITION � 1.00 GENERAL � A. Remove all piping, ductwork and mechanical equipment as shown. All miscellaneous piping and accessories associated with equipment being removed, but not specifically noted on the drawings, shall also be removed. Contractor shall carefully remove all equipment scheduled for reinstallation. � B. Equipment and materials being removed shall remain the property of the Owner. The Owner shall indicate which items, if any, are to be retained. Items to be salvaged and � retained shall be removed, salvaged, cleaned and placed in a storage area designated by the Owner. All other material and equipment not wanted by the Owner shall be removed from the site and properly disposed of. � C. Where existing walls, floors or other portions of the building require patching or repair after removal of inechanical material or equipment, the work shall be the responsibiliry of the General Contractor. This contractor shall be responsible for notifying and � coordinating with the General Contractor for all such work. D. Accomplish all demolition using only mechanics skilled in the trade. If necessary, � subcontract the work to meet this standard. If subcontracting is required, schedule the work to avoid delays or interruptions. � E. Schedule the work in cooperation with the Owner's representatives to avoid disturbance or interruptions of the Owner's services and functions. Provide off-hours work or phasing of the project to meet this requirement. � F. In azeas of removal, demolition, cutting, rigging or similar work, contractor shall exercise extreme care to avoid damage and preserve the integriry of the structure and the safety of personnel. � G. Provide all required temporary bracing, shoring, and support protective coverings and enclosures to prevent damage to existing facilities or danger to existing property or personnel during the work. Protect openings in exterior walls and roofs to prevent � damage from the elements or excessive heat loss. Provide dust-proof temporary enclosures (including above ceilings)to separate areas under demolition or construction from the remainder of the building. Provide temporary hinged doors on enclosures as � necessary. Seal temporary and permanent doors between the work area and the rest of the building with tape or other suitable material during demolition and welding and until dust has settled. Provide temporary air filters for all air handlers that serve spaces in or � adjacent to the work area. Provide new, clean filters at the completion of the work. H. Where insulation or fire proofing on existing piping, equipment or structure is affected by the work shown or specified in theses documents, the Contractor shall not proceed , until all materials have been verified not to contain asbestos. � � � 071197 CBA701 g/1/g7 15020 - 1 � I. The Engineer has performed a field survey to ascertain existing site conditions. This � survey was visual only and no attempt was made to verify exact conduit rouring above ceilings or in walls. The Contractor shall thoroughly review demolirion and � construction Drawings and Specifications and be fully aware of design intent. Additional work required due to deviarions found after ceilings and walls are opened up shall be performed at no additional cost to the Owner. � END OF SECTION � � � � � � � � � � � ' � � 071197 CBA701 8/1/97 � 15020 - 2 � � SECTION 15050 BASIC MATERIALS AND MEI'HODS � 1 .00 GENERAL � A. Unless noted otherwise in this Specificarion or on the Drawings, all materials shall be new and in their original packages. All materials shall comply with this Specification and as a minimum all applicable codes and standards as listed in Section 15010. � B. The Contractor shall provide housekeeping pads or stands for all floor mounted equipment. Pads shall be 2" thick and extend a minimum of 2" beyond equipment. � C. Any cutting and patching required in walls, floors, ceilings or partitions for the installation of inechanical systems shall be the responsibility of the Mechanical � Contractor. All cutting and patching shall be done with the prior approval of the ArchitectlEngineer. Patching to match existing finishes shall be performed by the proper trades such as concrete finishers, sheetrockers, tapers, painters etc. � D. The Contractor shall be responsible for verifying locations of such things as piping, ductwork, equipment, door swings, heights of cabinets and counters, etc., prior to the installation of any mechanical equipment. Installed mechanical work that interferes � with the work of other trades shall be relocated by the Mechanical Contractor at no additional cost to the Owner. � E. All 120 volt control wiring for mechanical equipment shall be provided by the Electrical Contractor, unless noted otherwise. Coordinate all 120 volt requirements with the electrical contractors during the bidding process. � F. Seal all penetrations and sleeves through floors and fire walls with high temperature, fire rated sealant. Fire stop material shall be Chase Technology CTCPR-855 fire stop, 3M brand Fire Bamer Penetration System or Nelson Flameseal System. � G. Contractor shall submit all fire stopping methods to Local Authorities for approval. Provide copies of all approval fire stopping methods to the Engineer. � END OF SECTION � � , � � � 032597 CBA701 g/1/g7 15050 - 1 � SECT'ION 15150 � PIPING MATERIALS AND METHODS � 1.00 GENERAL A. All piping materials and methods of construcrion and workmanship shall be provided as � per the requirements of local codes and regulations. B. Slope water piping 1" per 40' and anange to drain at all low points. Slope waste piping � per Code. C. Lead pipe, solders, flux, etc., are not allowed. � D. The contractor is responsible for verifying all invert elevations with respect to building finished floor elevations and site provisions. � E. All underground sewer pipe within 10 feet of buried water supply piping shall be constructed in accordance with State and/or Local Code. F. Vent pipes passing through roofs shall ternunate at least 12" above the roof line. � G. Above grade plastic horizontal and vertical runs can not exceed 35 feet. Solvent welds � shall be done with a contrasting primer to the color of the pipe. H. All water distribution steel and wrought iron pipe, under floor in ground, shall be � encased with polyethylene. I. Provide valves as indicated on the drawings and as required by good installation practice for the proper isolation of equipment and branch piping. Provide extended � stem valves where required for insulation. Except as otherwise specified or shown on plans, valves 2-1/2 inch and smaller shall have screwed end connections and valves 3 inch and larger shall have flange end construction. Install manual drain valves at every � low point of each water piping system. J. All branch take offs shall have isolation shut off valves K. Sanitary,Vent and Waste � 1. Bell and spigot cast iron piping and fittings ASTM A-74 with neoprene compression joints. � 2. Hubless cast iron pipe and joint system, with stainless steel bands or MG cast iron couplings. 3. PVC Schedule 40, ASTM D2665 with mechanical ring or gasket ASTM 2321, or � fusion or solvent cement ASTM D2855. 4. Pressurized waste discharge (i.e. sump pumps, sewage ejectors, etc.) shall be schedule 40 galvanized steel. 5. Piping shall be laid on a continuous granular bed. ' L. Above Grade Domestic Water Piping 1. Type "L" hard drawn copper tubing with wrought copper fittings, using 95/5 � solder or brazing. 3. Provide a dielectric union at all junctions of dissimilar metals. � ��4=�y� CBA701 8/1/97 '� 15150- 1 � , M. Heating Water Piping 1. Type "L" hard drawn copper tubing ASTM B88 with wrought copper fittings, � using 95/5 solder or brazing. 2. Provide a dielectric union at all junctions of dissimilar metals. � N. Acceptable Valve Manufacturers: 1. Apollo, Stockham, Milwaukee, Grinell, Victaulic, Nibco, Gustin-Bacon, Crane, Jamesbury, Clow, Watts. � O. Natural Gas Piping 1. Schedule 40 black steel with standard weld butt fittings inside of building. Threaded piping is allowed for final equipment connections only. � 2. Schedule 40 black steel with standard thread fittings. 3. Type "K" soft copper with brazed fittings. 4. Exterior Underground: Standard weigh wrought iron, galvanized or black steel or � approved plastic pipe. 5. Provide shut off valve at all gas fired equipment,tag as required. 1 P. Check Valves-Domestic and Heating Water Piping 1. 2-1/2 inches and Smaller: Equal to Stockham Figure B-319, 150 pound bronze, screwed ends, bronze disc, swing check. � 2. Non-Slam Check Valves - 2-1/2 inches and Smaller: Equal to Clow Figure 329, 150 pound silent check valves with Buna-N inserts. 3. Non-Slam Check Valves - 3 inches and Larger: Equal to Clow Figure 636, 150 � pound silent check valves with Buna-N inserts. Q. Ball Valves- Domestic and Heating Water Piping l. 3" and Smaller: Equal to "Apollo" Series 70-100 ball valve, 600 psi WOG, � bronze body, chrome plated brass ball and blow-out proof brass stem, reinforced Teflon seals and seats and extended stem to accommodate insulation. Where valves are used for balancing purposes, provide balancing stops. � R. Drain Valves-Domestic and Heating Water Piping 1. 3/4" hose bibb, Chicago#15T, rough brass. 2. Equal to Apollo Series 78-100 ball valve, 600 pound, bronze body, chrome � plated brass ball and blow-out proof brass stem, reinforced Teflon seals and seats, and 3/4 inch hose thread outlet with cap. 3. Domestic water drains shall be equipped with vacuum breakers. � S. Gas Valves 1. 3" and Smaller: Equal to "Apollo" Series 80-100, UL rated 1/4 turn ball valve � rated for 600 psi WOG in a cold, non-shock application. Valves shall have cast bronze bodies, blowout proof brass stem, chromium plated brass ball, reinforced TFE stem bearings, seals and seats and an extended stem to accommodate insulation. � T. Backflow Preventers: 1. Acceptable backflow preventer manufacturers: Watts, Conbraco, Febco. � 2. Dishwasher, Shampoo Sink- Watts #N388,Atmospheric Vacuum Breaker. 3. Boiler- Watts#009-Reduced Pressure Zone. 4. All threaded nozzle fixtures to have atmospheric vacuum breakers. � 5. Installation of cross connection control devices and related valves shall maintain 1'-6" clear from wall or other obstructions, no more than 5'-0" above floor or closer than 2'-0"from floor. � (K0497 CBA701 8/1/97 15150 - 2 � � U. Pipe Supports: Hangers shall adequately support the piping system and shall be installed to allow for expansion and contraction. Insularion shall be continuous and � jackets shall be sealed tight at hangers. V. Installation: Provide a dielectric coupling at all connections of dissimilar metals in � domesric water piping. Provide adequate clearance for insulation and for access to valves. All piping shall be concealed and shall maintain proper clearances for ceilings, ducts, walls, lighting, etc. except that piping may be exposed in mechanical areas. W. All valves installed shall be provided with tags for identification. � X. Identification � 1. Provide Pipe marking and directional flow marking from W.H. Brady Co. or equal. Markers should be color-coded per the ANSI standards. 2. Install pipe markers at inlets and outlets of all major equipment, three way valves, � pumps, etc., and where piping passes through walls . Spacing of markers shall not be over 30' apart in exposed areas and not over 15' apart in concealed, accessible areas, and closer where directed. , END OF SECTION r � � � � � � � � � 060497 CBA701 8/1/97 ', 15150 - 3 ' � SECTION 15200 INSULATION � 1.00 GENERAL � A. Insulation shall be applied to clean dry piping and ductwork. � B. Materials 1. All insulation shall have composite (insulation,jacket, and/or facing and adhesive used to adhere the facing or jacket to the insulation), fire and smoke hazard ratings as tested by Procedure ASTM E-84, NFPA 225 and U/LI 723 not � exceeding Flame Spread 25 and Smoke Developed 50. 2. Jacket and Facing Descriptions a. All purpose vapor barrier jackets. � b. VB vapor barrier, white kraft bonded to 1 mil aluminum foil, reinforced with glass yarn. Water vapor permeability 0.02 perms. c. FSK reinforced foil and paper (Foil Scrim Kraft). Aluminum foil (minimum 0.75 mil thick) reinforced with fiber glass yard mesh and � laminated to 40 lbs. chemically treated fire resistant Kraft UL rated. C. Ductwork � 1. External rigid board insulation shall be equal to Owens Corning 703 Series with FRK (ASJ) vapor barrier facing, 1 1/2 Ib. density fiberglass complete with non- combustible foil faced vapor barrier. Entire system shall be UL listed. External � wrap insulation shall be 1 lb. densiry. 2. Provide continuous vapor barrier over all seams. 3. The following are the insulation types and thicknesses: a. The outside air ductwork to FU-1 and the intake plenum shall be insulated � with 1" foil faced rigid board fiberglass insulation (this includes the mixing box and/or sections of mixed air duct). b. All exhaust ducts shall be insulated from the relief hood, PRV or wall � penetration to a point 5' within the building with 1" wrapped insulation on round ducts and 1" rigid board insulation on all other ducts. c. All FLT ductwork shall be insulated with 1" foil faced rigid board or wrap � fiberglass insulation for ducts less than 1 square foot, larger than 1 square foot shall be insulated with 1 1/2". D. Kitchen Exhaust Ductwork � 1. Provide UL classified, 2 hour rated duct wrap enclosure equal to 3M "Firemaster". The system shall be rated for 2300°F, and be a refractory ceramic fiber blanket. Apply a two layer, wrap installation in accordance with the � manufacturers recommendations. Final installed thickness shall be 3". E. Above Ground Piping 1. Piping shall be insulated with Manville (Owens-Corning, Knau� "FL,AME � SAFE" fiber glass insulation, or approved equal. The insulation shall have an average thermal conductivity not exceeding 0.22 BTU in. per sq. ft. per °F. hour at mean temperature of 75° F. � 2. Exposed areas shall be furnished with factory applied "FL.AME SAFE" All-Purpose Vapor barrier jacket. 3. Concealed areas with factory applied "FLAME SAFE" VB (Vapor Barrier Jacket � or All-Purpose Jacket). 4. Fittings, valve bodies and flanges for pipe size 4" and smaller shall be provided with PVC jackets over fiberglass inserts. � 032597 CBA701 8/1/97 15200-1 , 5. Armstrong (Rubatex, Halstead) Armaflex II flame retardant elastomeric thermal � insularion, installed according to manufacturer's recommendations and as allowed by local codes, shall be suitable for pipe temperatures between -40° and 220°. � 6. On cold water piping all seam edges shall be additionally sealed with vapor barrier adhesive and ends wrapped with vapor barrier tape overlapping the adjacent jacket. � 7. Heating and Domesric Water Piping: a. Apply fiberglass insulation in thickness as follows: (1) 1/2"thru 1" 1/2" � (2) 1 1/4"thru 2" 1" (3) 2 1/2" and larger 1 1/2" 8. Refrigerant piping shall be insulated with 1"armaflex. 9. All heating/chilled and domestic piping within 15' of any opening within the � mechanical room shall be a minimum of 1" Fiberglass. 10. Condensate drain piping shall be with a minimum of 1/2"Armalflex. 11. All existing piping that may be exposed as a result of new work shall be re- � insulated to match existing. END OF SECTION � � � � � � � � � � � 032597 CBA701 8/1/97 � 15200-2 ' , SECTION 15400 PLUMBING � 1.00 GENERAL � A. Contractor shall provide all labor and materials to provide a complete plumbing and fuel system for all fixtures and equipment shown on drawings. Contractor shall rough-in � and make final connections to all fixtures and appliances supplied by others. B. All plumbing systems shall meet State and Local codes as well as ADA requirements regardless of information shown within the documents. iC. All exposed piping and valves shall be chrome plated brass. Traps shall include cleanouts and be chrome plated brass. All water supplies to each fixture shall have � chrome stop valves. F1oor mounted water closets shall be connected using a cast iron floor flange and ring putty or gaskets. Wax gaskets are not acceptable for wall hung fixtures. Provide adequate supports and reinforcing for all wall hung fixtures, valves and shower heads. Install all fixtures rigid, plumb and true. ' D. Gas Service: Extend gas service from existing in the basement laund room. Provide ry a gas pressure regulator and shut off valve at each appliance or unit of equipment as � required. Vent gas pressure regulators per code. Coordinate with all gas firing equipment including equipment supplied by others for gas pressure compatibility. � E. Water Service: 1. Extend domestic water from existing in the basement laundry room F. Miscellaneous Plumbing Equipment: � 1. Cleanouts: a. Bottom of stacks in unfinished areas shall be provided with a cleanout that has a plug with a seating flange, lead gasket and four square lugs for plug � removal. b. Access cover for wall cleanouts in finished rooms shall be equal to Josam Series 58600 stainless steel round cover with screw. � c. F1oor cleanouts in residences shall be 56010. d. Clean-out plug or cover plates in walls shall not face public corridors or public areas. 2. Roof Jacks: � a. Terminate all vents stacks 12" above roof in a frost-proof galvanized roof jack. Use lead top on cast iron and vinyl top on PVC vent pipe. 3. Floor Drains: � a. Approved Manufacturers: Wade, Watts-Ancon,J.R. Smith. b. Josam Series 3000-A complete with flashing and clamp and with adjustable nickel-bronze strainers. c. Floor drains located below grade level shall be Josam Series 67100-A with integral backwater valve. d. Floor drain strainers in the mechanical rooms and trench drains shall be 32100 cast iron. � e. F1oor drain for garage area flammable waste system shall be Josam 36000, shallow body with heavy duty, loose set, cast iron tractor grate. No trap. 4. Trench drain: � a. Provide heavy cast iron, rectangular bar pattern grates in a steel frame with flat bar anchors and nailing clips. Provide the number of grating sections shown on the Drawings. Provide the steel frames to the General Contractor � 070197 CBA701 8/1/97 15400 - 1 , for setting in the poured concrete trench. Provide a no traffic area drain in � the bottom of the poured concrete trench as shown and schedules on the Drawings. � G. Grout and caulk all fixtures with water and mildew resistant white epoxy silicone equal to Hydroment or pow Corning No. 786. Grout shall not exceed 1/4" width and shall � be installed flush with finished wall or floor. H. All fixture installation dimensions shall be determined from the Architectural � documents. I. Rough-in, install and make final connections forall plumbing fixtures furnished under another division of the specifications. � J. Contractor shall coordinate all floor joist headering required for piping installation. Headering shall be done at contractors expense. � K. Sump Basin (SB): Basin and cover shall be fiberglass (SB-24" wide x 30" deep). Install flush with finished floor and provide cover capable of supporting car tr�c. Verify depth required. Cover to be vented. � L. Sump Pumps (SP): Zoeller (Enpo, Hydromatic, Weil) as scheduled. Pump shall be submersible with permanently lubricated bearings, stainless steel shaft, cast iron � housing and galvanized strainer. 1. Simplex: provide with variable level piggyback level float switch and alarm. 2. All control and alarm wiring shall be by the mechanical contractor. Provide non- � slam check valve and shut off valve for pump. Pipe discharge as shown on drawing. M. Condensate Drains: , 1. Provide a deep seal "P" trap at condensate drain beneath each air conditioning unit cooling coil, and extend piping to nearest floor drain, service sink or as shown on drawings. � 2. Effective water seal of "P" trap shall be minimum of two times negative static pressure in fan plenum for draw-through fan unit, but not less than 3 inch. Depth of trap shall be minimum of one-half the plenum m�imum negative static � pressure. END OF SECTION � , � � � 070197 CBA701 8/1/97 � 15400 - 2 ' 1 SECTION 155� HYDRONICS � 1 .00 GENERAL � A. Contractor shall provide all labor, materials and equipment for the installation of complete and functioning hydronic heating system as indicated on the drawings. Install ' all equipment in accordance with all State and local codes and manufacturer's recommendations. B. Hvdronic Specialties � 1. Provide bacl�low preventer (Watts #009) or unit approved be local authorities in make-up water line to the expansion tank with a B&G (Amtrol, Taco) pressure reducing valve. � 2. Provide an Amtrol "x-trol-30", 4.4 gallon Amtrol (B&G, Mepco, Taco) diaphragm expansion tank. 3. Provide B&G (Amtrol, Mepco, Taco) in line IAS air separator. Provide an automatic air vent on the air separator. � 4. Provide B &G (Amtrol, Mepco, Taco) triple duty valve on the discharge of the pump. 5. Provide Amtrol Series 700 float type, air vent where required for proper � elimination of air. Provide a shut off valve. C. Provide accessible, manual vents at the high points for each zone. If a vent location is � not accessible, extend the vent to an accessible surface of the cabinet. D. Provide each zone or device with a shut off valves on the supply and return lines with balancing valve on return. � E. Hot Water Boilers (HWB) 1. Provide a modular boiler equal to a Burnham Model Spirit Series (Weil McLain- i Gold) with a minimum of 83% output. The boiler shall have a cast iron, direct vent boiler with insulated steel jacket, stainless steel burners, natural gas burning. The boiler shall be equipped with manual reset high limit control, stainless steel ,. vent connector, induced draft blower, draft proving switch, flame roll-out switch, , 100% redundant gas shut-off, air vent with isolation shut-off valve, pressure relief valve, temperature and pressure indicator gauge and all required safety controls. The control module shall be micro-processor based for ignition, � operating and safety functions and shall have indicating lights. Pilot shall be intermittent. Provide shut-off valve with unions on gas, boiler drain, heating water supply and return piping to the boiler system. Provide spare parts kit. � Provide integral unit mounted pump. 2. All control wiring and control installation associated with the boiler plant (interfaced with the Boiler Control panel) is the responsibility of the Mechanical Contractor. All wiring shall be in conformance with Division 16. � 3. Provide shut off valves on the system side of all air vents. Provide drains where necessary. � F. In-Line Pumos l. Equal to Bell and Gossett (Armstrong, Aurora, Mepco, Paco, Peerless, Taco) Series 60. 2. Unit shall be centrifugal, single stage, close coupled, in-line, back pullout design. � � 032797 CBA701 8/1/97 15500 - 1 � 3. Casing shall be cast iron, bronze, rated for minimum of 175 si workina ' P g b pressure, suction and discharge gauge port, air vent, flanged suction and discharge. � 4. Impeller shall be bronze,fully enclosed, keyed to shaft and secured with locknut. 5. Shaft shall be stainless steel or carbon steel with bronze or stainless steel sleeve through seal chamber. � 6. Provide standard mechanical sea1. 7. Each pump shall be factory tested hydraulically and dynamically balanced. 8. Provide line size shutoff valve and strainer in suction piping. 9. Provide check valve and balancing valve on discharge side of each pump, or use a , triple duty valve. Provide a pressure gauge with shut-off valves piped to pump casing tappings for accurate pump pressure readings. 10. Support piping on both sides of in-line pumps. Do not provide permanent , support for the pump itself. 11. Pump shall be selected with an impeller motor combination that would allow the � pump to run out to 90% of its flow curve without overloading the motor. Notify the engineer if the motor selected is not large enough for this safety. G. Fan Coils � 1. Equal to McQuay (Airtherm, Trane, First Company) SCD Series as scheduled, ARI certified and U.L. listed, 120-1, optional high static motors, three speed manually switched motor speed controller with integral disconnect. Provide with � the fully concealed cabinet, integral discharge and retum grilles, 2" filters, forward curved double width double inlet centrifugal fans statically and dynamically balanced. � 2. Coils sized for 180°F-160°F and 50°F EAT on heating. H. Radiant Floor Heating Svstem l. Provide radiant heating tubing and accessories equal to heatway (Wirsbo). � System shall be capable of a minimum of 18BTUH/sq. ft. vendor to evaluate space and flooring for architectural considerations. 2. The vendor shall design and circuit a system for tubing routed 9" on center. The � tubes are to be installed to the existing and new subfloor from the joists below. The vendor shall coordinate with the contractor for installation details and requirements. The tubing shall be stapled for positive contact to the subfloor. , 3. Provide all accessories downstream and including the manifolds. This includes � balance/shut-off ball valves, staples,fittings, etc. 4. The vendor shall provide staple gun, unwinder and all tools for contractor's installation use. � END OF SECTION � � � � 032797 CBA701 8/1/97 � 15500 - 2 � , SECTION 15700 HEATING, VENTILATING � AND AIR CONDITIONING � 1.00 GENERAL A. Exhaust Fans (EF) � 1. Provide Broan (ACME, Nutone, Penn) Models as scheduled on the drawings for the toilets. Includes a grille. Motor overload protection, discorrecting switch and U.L, rating is required. Fans to be ultra quiet series. � B. Toilet Exhaust Hood l. Provide hoods equal to Broan Model 634. Units shall be all galvanized construction complete with birdscreen and backdraft damper. � C. Furnace Unit (FU) 1. Provide a Bryant(Lennox, Carrier,Trane)fixed capacity, condensing gas furnace Series 350MAV. The unit shall have 92% AFUE, hot surface ignition, stainless ' steel heat exchanger, intelligent control board, integral circuit board for control of ignition, inducer and blower, upflow encased in a galvanized steel cabinet with a painted coating. The unit has a draft safeguard switch, shall be U.L.listed and � AGA certified and shall be shipped as a complete functional unit. Provide a seven day programmable thermostat with temperature scheduling capabilities and fan on/off/auto and cooling/heating switches. Unit to have single point power � connection with disconnecting means. Provide filter assembly. 2. Unit to have a 20 year warranty on the heat exchanger. 3. Provide a 3 row, insulated coil section with nominal capacities as scheduled. � D. Condensin� Unit (CU) 1. Provide a condensing unit equal to Bryant (Trane, McQuay, Carrier) 561-C Series as scheduled. � 2. The unit shall be U.L. listed, high efficiency compressors, pre charged 25 foot lines, crankcase heaters, copper tubed coil with aluminum fins, internal pressure relief valve, soft start, lowambient headpressure controller, 5 year compressor motor. Condensing units with shredded fin construction are not acceptable. � 3. Coordinate with thermostat being provided. 4. The unit shall have a single point power connection. 5. Provide matching insulated DX cooling coil assembly for each CU unit. � 6. Provide concrete pad for each condensing unit. � END OF SECTION r � � � 050797 CBA701 8/1/97 15700-1 � SECTION 15800 � DUCTWORK MATERIALS AND METHODS , 1.00 GENERAL � A. All above ground ductwork material and construction shall be galvanized steel, installed in accordance with the Standards described in the latest edition of the ASHRAE (American Society of Heating, Refrigeration and Air Conditioning Engineers) Guide � and Data Book, SMACNA (Sheet Metal and Air Conditioning Contractor's National Association)and L.ocal governing mechanical codes . B. Kitchen exhaust ductwork to be 18 gauge steel with liquid tight weld. Duct to slope � 2°Io towards hood or an approved grease collector. Provide cleanouts as required, per Code. Installation of kitchen exhaust ductwork shall comply with NFPA, State and � Local Codes. C. Changes in direction, elevation or shape shall be made by gradual methods such as radiused elbows of diverging or converging reducing fittings. Changes in dimension ' shall not exceed 20° diverging angle. Elbow radii shall be at least equal to the width of the duct in the plain of the bend. D. Provide a minimum of 2" wide flexible connectors to all ducted equipment on all � equipment 2000 CFM or less and 4"on 2000 CFM and greater. E. Access Doors � 1. Where motorized dampers, fire dampers, control equipment are installed in ductwork, provide suitable sized, gasketed doors in ducts. Doors shall be provided with Ventlok #220 door pull and #90 sash type latches. Use sponge � rubber to felt gasketing material on door openings. Access doors in insulated ductwork shall be double wall construction with 1" insulation between wall. F. Air Control Devices � 1. Provide splitter dampers on all main ducts and where shown on the drawings. Provide Ventlok #690 or approved equal, self-locking splitter assembly on each � damper. 2. Provide Clevepak (or approved equal) Type DESC damper extractor with spin-collar at all branch take offs. 3. Furnish balancing dampers for each diffuser at the spin-collar. , G. Registers Grilles and Diffusers 1. Approved equals: Anemostat, Titus, J & J, Krueger, Tuttle and Bailey, Carnes, � Lima. 2. Type "A" sidewall supply registers shall be equal to Anemostat TAL2, 1/2" spacing, 15° deflection fins, coordinate mounting type with the contractor, provide custom finish, with O.B. damper. Coordinate custom color with interior � designer and architect. 3. Type "B" exhaust grille and return registers shall be equal to Anemostat S3HD, 45° horizontal fixed fins, 3/4" spacing, surface mount, steel. , H. Louvers 1. Provide Ruskin (Cesco, Air Balance) GFL800 extruded aluminum louvers. � Frame shall be 4" (0.080 wall thickness (2), with 606375 blades (0.063 wall 071497 CBA701 7/31/97 , 15800 - 1 , � thickness), J style blades, 45° an le, 5" center to center 3/4' aluminum bird g , screen in removable frame. , I. Dampers 1. Where dampers separate outdoors from indoors, they shall meet the following � standards: Use no damper blade that is wider than 6 inches. Construct damper frames from at least 16 gauge, hot dipped galvanized steel. Fit each blade with double sided, inflatable, field replaceable, extruded vinyl edge seals that lock into � slots in the blade. Size each blade to fit tightly between flexible, compressible, metal jamb seals. Set nylon bearings in stainless steel sleeves. Use hexagonal shafts for positive blade control. Conceal damper linkage inside the frames and out of the air stream. The entire assembly shall not rattle or vibrate. A closed � damper shall not leak more than 6 SCFM per square foot of face area when tested in accordance with AMCA Standard 500 for a damper selected at 2000 FPM and tested at 4 inches of water column pressure across the face. � J. Fire Dampers l. Furnish and install fire dampers where shown on drawings and in all code required places even if not shown on the drawings. Generally all ducts that � penetrate the mechanical room walls, floors, corridor walls or entering attics require fire dampers. Fire dampers and frames shall be constructed in accordance with Underwriters Standards with UL label and shall be complete with fusible � links. The entire assembly and installation shall comply with the requirements of NFPA#90A and authorities having jurisdiction. 2. Mount dampers within 16 gauge sleeves, which are to be held in place with � retaining angles. 3. Dampers shall be Prefco, Low Profile "B", or Standard Type "B", Ruskin, American Warming, or approved equal, folding blade type, rated for a minimum of 1 1/2 hour protection. Dampers shall allow for nominal 100% free area when � in the open position. Coordinate locations of access panel so as to permit replacement of fusible links. � END OF SECTION � � � � 1 i ' 071497 CBA701 7/31/97 15800 - 2 ' SECTION 15995 � SCHEDULES ' 1.00 GENERAL A. The schedules identified below are included as part of these Specifications. � B. List of Schedules: 1. Mechanical Equipment Schedule. � END OF SECTION ` � . � � � , � � � � � � � o�o�y� �BA�o� g,i,� � 15995 - 1 , r �r r� +� � � � � r� � rr � � w �r +rw� � �rr .� MECHANICAL EQUIPMENT SCHEDULE UNIT MANUFACTURER NUMBER &MODEL NUMBER LOCATION SERVED CFM ESP TSP GPM HD ROWS MBH BHP HP RPM V/PW HZ NOTES FU-1 BRYANT GARAGE KITCHEN 600 0.6 --- --_ _ _ _ 3 1 1/2 TON 120-1-80 350 MAV-024�0 40 HTG. - -- CU-1 BRYANT OUTSIDE FU-1 --- --- --- - - _ -__ --_ 1 1/2 TON - - - 17 A --- 240-1-80 -- -- _- ---- -- - -- EF-1 BROAN HALF BATH TOILET 110 0.1 �'S - -- 120-1-60 S110U SONES - - - -- - -- - - - ----- -_ _------ -- -- EF-2 BROAN pOWDER ROOM TOILET 110 0.1 �'S --- 120-1-80 S110U SONES - --- --- --- MCQUAY FC-1 SCD-061B GARAGE GARAGE 600 .25" - - - 3.4 - -- -- - 50 M8H --- 322 W - -- 120-1-60 ---- -- --- - HWB� BURNHAM LAUNDRY HEATING --- _ __ _ __ 8� 20°F 81 _-_ 120-1-60 SP-4 �T - -- OUT -- - - -- - --- --- - HWP-1 B&G SERIES LAUNDRY RADIANT 10 25� --- --- _ -- ��g 3300 120-1-60 PL 38 HEATING -- - --- --- SE 1 - ---- GARAGE NEW ADDITION -- - - - - - - - 40 15 -- - -- - - -- - 10.4A - -- 120-1-60 ZOELLER BN-267 CBA701 15995 FQL 1I PMENT- 1 g/�/97 ! t ELECTRICAL SPECIFICATION INDEX � SECTION 16010 GENERAL CONDITIONS � SECTION 16020 DEMOLITION SECTION 16030 CUTTING AND PATCHING SECTION 16040 TRENCHING AND BACKFTLLING � SECTION 16050 BASIC MATERIAL AND METHODS SECfION 16110 CONDUIT AND FITTINGS SECTION 16ll2 NM & NMC CABLE � SECTION 16120 BOXES AND FITTINGS SECTION 16130 WIRE AND CABLE SECTION 16140 WIRING DEVICES � SECTION 16155 RESIDENTIAL METERING SYSTEM SECTION 16160 PANELBOARDS SECTION 16200 DISCONNECTS SECTION 16210 FLTSES � SECTION 16300 LIGHTING SECTION 16900 SCHEDULES ELECTRICAL EQUIPMENT SCHEDULE � ' r � � � � � � RMAS CBA701 8/1/97 � 032497 ELECTRICAL INDEX-1 i � SECTION 16010 GENERAL CONDITIONS � 1.00 GENERAL � A. General and Supplementary conditions within Division 1 are hereby incorporated and become part of these Specifications, covering all work in Division 16000, Electrical. � B. Contractors shall familiarize themselves with all Architectural, Structural and Mechanical Drawings and Specifications. These Drawings and Specifications, as they affect the electrical installation, shall become part of Division 16000 Contract � Documents. C. The Electrical Drawings and Specifications shall form a set of Plans for the electrical � work. Neither the Drawings nor the Specifications shall be complete without the other. Any item shown on the Drawings or specified in the Specifications shall be considered as shown and specified on both. � D. Any questions regarding the intent of the Drawings or Specifications shall be brought to the Engineer's attention as soon as possible. If direcrion from the Engineer cannot be obtained due to time or communication limitations, the greater quantity, higher qualiry � or condition most favorable to the Owner shall be assumed. 1. The drawings and specifications are complementary to one another. If anything is shown on the drawings or specified in the specifications it shall be considered to � be in both and included in the contractors bid. E. Electrical Drawings are diagrammaric and are intended to show approximate locations only. The Contractor shall thoroughly review all Architectural, Structural and ' Mechanical Drawings and Specifications. Placement of electrical equipment and devices shall not interfere with locations or clearances of other trades' materials or equipment. Contractor shall submit a 1/4" scale drawing to the Engineer for approval � of all electrical rooms indicating placement of all mechanical and electrical equipment. F. The following terms used in the Drawings and Specifications shall be defined as follows: � 1. Contractor: Shall mean Electrical Contractor or any of their Subcontractors. 2. Work: Shall mean labor and/or materials of the Electrical Contractor or any of their Subcontractors. � 3. Furnish: Shall mean purchase, submit for Engineer approval, coordinate with Contract Documents and deliver to site in new, undamaged condition. �. Install: Shall mean to schedule for delivery, deliver or have delivered to the site, � store as directed, protect from damage, set in place, make all necessary final connections, test as required and turn over to the Owner in full operaring condition. 5. Provide: Shall mean furnish and install. � 6. Connect: Shall mean to bring electrical service and/or control wiring to equipment, make all final connections, provide all necessary miscellaneous materials required and do final check out to ensure proper equipment connections. , G. The Contractor shall visit the site and familiarize themselves with the conditions effecting Division 16000 work. No additional costs to the Owner shall be allowed for items verifiable during site visits. � � RMAS CBA701 8/1/97 032497 16010- 1 � H. The Contractor shall provide storage for materials and e ui ment su lied as re uired. � 9 P PP q Location shall be as directed by the General Contractor or the Project Manager. I. The Contractor shall be a licensed contractor in the State that the Project is being � constructed and shall employ all Licensed Professional Tradesmen required for each type of work covered under these Drawings and Specificarions. � J. The Contractor shall procure all necessary certificates and pernuts and pay all required fees. Contractor shall furnish a certificate of final inspection and approval from all enforcement agencies to the Owner. � K. The work included under Division 16000 shall consist of furnishing all labor, materials, equipment, tools and services for the complete installation of the Electrical � System as indicated on the Drawings and called for in these Specifications. L. Specific materials and equipment specified is intended to establish a minimum standard � of required quality. Where specified materials and equipment fail to meet minimum standards of existing federal, state and local codes and ordinances, the governing codes and ordinances shall prevail. M. The Contractor shall furnish and install all minor miscellaneous materials necessary for , the complete electrical installation. N. Within ten days after the award of the Contract, the Contractor shall submit for � approval eight sets of shop drawings on all major electrical equipment. These shop drawings shall cover such items as lighting fixtures, lamps, disconnects, fuses, , starters, MCC sections, switchgear, devices, plates, panels, contactors etc. The Contractor shall thoroughly review each item for compliance with these Specifications prior to submitting them to the Engineer, making any necessary corrections. Each shop drawing set shall be stamped, signed and dated indicating Contractor review. If the ' Contractor fails to properly review shop drawings, the Contractor shall reimburse the Engineer for all additional reviews on a time and material basis. No equipment shall be released for shipment or installed prior to final approval by the Engineer. , O. The Contractor shall provide all necessary temporary power and lighting to allow other Contractors and Subcontractors to perform their work. Prior to submitting a bid for this Project, contact the General Contractor to determine the type of equipment to be �j used in the performance of the work. The Electrical Bid shall include all labor and materials required to provide and maintain a complete temporary power and lighting system. � P. The Contractor shall regularly clean their work area of debris. Removal of all Contractor generated debris and rubbish caused by their work shall be at the � Contractor's expense. Q. The Contractor shall properly protect all equipment from damage during construction. Thoroughly clean all fixtures, equipment, panels and other supplied materials. Make � all necessary repairs and apply touch up paint as required prior to final inspection and contract close out. R. All work and materials shall comply with the latest edition of the National Electric Code , and all other applicable state and local codes. S. Materials and equipment shall be installed in a neat and workmanlike manner by skilled , craftsmen. RMAS CBA701 8/1/97 , 032497 16010 - 2 � � T. Delivery of all materials and equipment shall be in accordance with the overall Project ' schedule. The Contractor shall closely coordinate all deliveries with other Contractors and the Engineer. � U. For materials and equipment specified by description only, the Contractor shall provide materials or equipment suitable for the purpose intended. These shall be in conformance with all governing codes,these Specifications and normal trade practice. � V. For materials or equipment specified by manufacturer's name and catalog number, the Contractor shall provide the item specified. The Contractor may submit materials and equipment for prior approval to the Engineer. All prior approvals must be received by � the Engineer at least seven working days prior to bid. W. The Contractor shall fully instruct the Owner in the operation of electrical equipment � prior to final close out. X. The Contractor shall provide and maintain an "As Built" set of bluelines on site, neatly notating routing, location or other changes to the Contract Documents. Upon Project � completion and prior to final close out, turn the"As Built"drawings over to the Owner. Y. The Contractor shall guarantee all materials and equipment to be free of defects that may � develop in any part of their work, caused by faulty workmanship, material or equipment failures, for a minimum of one year from the date of final acceptance of the work or for as long as normal equipment manufacturer warranties are in effect. ' Z. Upon completion of the work shown and specified under Division 16000 and prior to final close out of the Project, the Contractor shall verify in writing that each circuit and all systems are 100% complete and operating properly. This notification shall include � copies of all Subcontractor notifications. AA. The Contractor shall deliver two sets of O&M manuals to the Engineer prior to final � close out. O&M manuals shall consist of approved shop drawings, manufacturer's bulletins, equipment manuals, a list of manufacturers with telephone numbers for all equipment that contains replaceable parts and all other data covering the care, maintenance and operation of each piece of furnished equipment. O&M manuals shall � be neatly bound in 3-ring binders, contain an index and section tabs and be labeled with the Project name. � BB. The Contractor shall be responsible for all deficiencies that may e�cist from the use of substitute products, including additional required work. All dimensions and characteristics of substitute products shall be verified and coordinated with all affected � trades and Subcontractors. Required changes and modifications to the work of any other trades or Subcontractors incurred from using accepted substitute products shall be coordinated and performed by the Contractor at no additional cost to the Owner. � CC. Upon notification by letter, personal contact or telephone conversation of a problem with the electrical system, the Contractor shall respond within one week, making repairs or corrections as necessary. After all repairs and corrections are complete, the ' Contractor shall notify the Engineer. � , RMAS CBA701 8/1/97 032497 16010 - 3 � DD. At the option of the Owner and prior to the award of the contract, the Contractor shall ' provide a 100% performance bond. The cost of this bond sha11 be added to the contract amount. ' END OF SECI'ION � � � � , � , � � � � � ' , � RMAS CBA701 8/1/97 ' 032497 16010 - 4 � � SECTION 16020 DEMOLTI'ION � 1.00 GENERAL � A. All demolirion work shall be scheduled with the Owner so as not to interfere with their operations. Questions pertaining to the actual work shall be directed to the Engineer. � B. This Contractor shall remove all plates, devices, fixtures, panels, smoke detectors, television and telephone outlets, etc. as shown on the electrical demolition drawings. All conduit and wire associated with the items listed above shall also be removed back � their origin. Insure all circuits are off prior to removing any electrical equipment. Where conduits are stubbed out of a column or slab and will not be reused, cut back to a point below the finished surface and patch to match existing. � C. Where devices are scheduled to be removed or relocated and are found to be in the middle of a circuit, the Contractor shall extend conduit and circuit conductors as necessary to provide power to all downstream device(s). , D. Daily clean all work areas to minimize dirt and dust in the facility. � E. Carefully handle all fixtures and devices being removed. Properly store items scheduled for reinstallation. If the Contractor fails to properly protect items scheduled for reuse, it shall be the Contractor's responsibility to furnish new items, equal to the ' existing at no cost to the Owner. F. This Contractor shall disconnect and remove all feeder conduit and cables for panels as shown on the drawings. All abandoned feeder cable shall be removed in their entirety � to the origin. All feeder conduit shall be shortened to the ceiling or floor and capped. Any power outages required for removal of feeder cable or conduit shall be scheduled with the Owner. � G. Help call, telephone, television, and fire alarm systems shall remain in full operating condition during the entire construction period. Should any portion of any system require relocation or demolition, this Contractor shall schedule the work with the � Owner and system representative 48 hours prior to performing the actual work. H. Any conduit or j-boxes located in an inaccessible spot upon completion of the � remodeling shall be relocated to provide future access and to meet the latest edition of the NEC. � I. The Engineer has performed a field survey to ascertain existing site conditions. This survey was visual only and no attempt was made to verify exact conduit routing above ceilings or in walls. The Contractor shall thoroughly review demolition and construction Drawings and Specifications and be fully aware of design intent. ' Additional work required due to deviations found after ceilings and walls are opened up shall be performed at no additional cost to the Owner. � END OF SECTION � � RMAS CBA701 8/1/97 032497 16020 - 1 � SECTION 16030 � CUTTING AND PATCHING � 1.00 GENERAL A. The Contractor shall be responsible for all cutting, removal, patching and refinishing of , walls, ceilings and floors as required to install a complete electrical system as shown on the Drawings and as called for in these Specifications. B. All surfaces disturbed during installation of the electrical system shall be fully restored � to their original condition. The Contractor shall hire trades properly trained to perform all repair work such as concrete finishers, sheetrockers,tapers, painters, etc. � C. Penetration of fire walls shall be repaired to maintain their original designed hour rating. � D. No welding or use of a cutting torch shall be pernutted without the specific prior approval of the Engir:er. , END OF SECTION , � i � � i 1 i 1 � RMAS CBA701 8/1/97 , 032497 16030- 1 � � SECTION 16040 TRENCHING AND BACKFILLING � 1.00 GENERAL , A. The Contractor shall perform all excavation, boring, drilling, bacl�illing, compaction and surface repair to install a complete underground electrical system as shown on the Drawings and as called for in these Specifications. � B. All conduit and direct buried cable shall be installed a minimum of 24" below finished grade. Trench shall be graded level to provide uniform support for each section of � conduit. Excess excavation below required level shall be bacl�illed and compacted to 98% prior to conduit or direct buried cable installation. ' C. All debris and water shall be removed from the trench prior to final installation of conduit or direct buried cable. Properly protect conduit or direct buried cable until bacl�illing can be performed. ' D. The Contractor shall bacl�'ill all excavations performed for their work. Inspection of all installations by Local Inspection Authorities sha11 be completed prior to bacltfilling. ' E. Carefully backfill to a point 6" above conduit or direct buried cable and thoroughly tamp. Complete bacl�illing in 12" lift and compact to 98%. � F. Restore surface to its original condition, ie grass, concrete, blacktop, etc. END OF SECTION � � � � � ' � � ' RMAS CBA701 8/1/97 032497 16040 - 1 ' SECTION 16050 � BASIC MATERIALS AND MEfHODS � 1.00 GENERAL A. Unless noted otherwise in this Specification or on the Drawings, all materials sha11 be , new and in their original packages. All materials shall comply with this Speci�cation and at a minimum all applicable codes and standards as listed in Section 16010. B. Provide nameplates on all equipment such as disconnects, starters, MCC's, panels and � switchgear. Nameplates shall identify equipment by name and source of power. They shall be a minimum of 1 1/4" x 3", or larger if necessary for wording. Lettering shall � be a minimum of 3/16" in height. Identify all pull and junction boxes with circuit or feeder numbers and source of power using black magic marker. C. All distribution equipment, such as disconnects, starters, MCC's, panels and , switchgear, shall be obtained from one manufacturer. D. Each panelboard shall be provided with a ryped circuit directory. Clearly describe loads , and areas served. Room names or Owner's room numbers shall be used. Handwritten directories will not be accepted. E. The Contractor shall perform saw cutting, trenching, bacl�illing, compaction and ' patching required for underground raceway systems shown or specified. F. The Contractor shall provide concrete pads for all floor mounted equipment. Pads shall � be 4" thick and extend a minimum of 2" beyond equipment. G. Any cutting and patching required in walls, floors, ceilings or partitions for the � installation of electrical systems shall be the responsibility of the Electrical Contractor. All cutting and patching shall be done with the prior approval of the Architect/ Engineer. Patching to match existing finishes shall be performed by the proper trades � such as concrete finishers, sheetrockers, tapers, painters etc. H. The Contractor shall be responsible for verifying locations of such things as piping, ductwork, equipment, door swings, heights of cabinets and counters, etc., prior to the � installation of all electrical equipment. Installed electrical work that interferes with the work of other trades shall be relocated by the Electrical Contractor at no additional cost to the Owner. � I. Contractor shall verify the location of all fixtures and devices with the Architect prior to installation. � J. Provide access panels where j-boxes or pull boxes are installed in inaccessible locations. All access panels shall be approved by the Engineer and Architect prior to installation. , K. All 120 volt control wiring for mechanical equipment shall be provided by the Electrical Contractor, unless noted otherwise. ' L. Switched receptacles, where shown, shall be modified and connected so that only the lower portion is switched. � �S �BA�o 1 g,l,� i 032497 16050 - 1 ' ' M. In handicapped living areas, controls or switches for ran e hoods, dis osals, g P undercabinet fixtures, etc. sha11 be installed in the kitchen cabinet face. � N. All receptacles and oudets located in block walls shall be mounted so that only one block is cut. � O. Receptacles and outlets located on opposite sides of a common wall shall not be mounted in the same stud space. At least one stud shall separate devices. ' P. Circuit numbers shown are for reference only within noted panel. Contractor shall neatly identify correct circuit numbers on the as-built drawings. ' Q. Where required, the Contractor shall provide GFI devices or GFI breakers per the NEC. � R. Contractor shall submit all fire stopping methods to the local authorities for approval. Provide copies of all approved fire stopping methods to the Engineer. S. Seal all penetrations and sleeves through floors and fire walls with a high temperature, ' fire rated sealant. Fire stop material shall be Chase Technology CTCPR-855 fire stop, 3M brand Fire Barrier Penetration System or Nelson Flameseal System. ' END OF SECTION � ' � � � � ' , , , RMAS CBA701 8/1/97 032497 16050- 2 ' SECTION 16110 � CONDUIT AND FITTINGS � 1.00 GENERAL A. All conduit shall be galvanized steel, PVC plastic or aluminum as manufactured by a ' recognized manufacturer and in accordance with the latest edition of the National Electric Code (NEC) and latest industry standards. B. Electrical Metallic Tubing(ENTT) shall be used in all interior spaces not in direct contact ' with the earth. Fittings shall be steel, set screw, concrete tight type. EMT may be used where exposed to weather using steel, watertight compression fittings and backstraps. , EMT shall not be used in direct contact with the earth or unprotected within five feet of the ground, slab, blacktop, or floor. Rigid conduit shall be used below five feet or proper protection shall be provided for ENIT. EMT shall be installed in accordance , with the latest edition of the NEC. C. Rigid Galvanized Steel (RGS) Conduit, Intermediate Metal Conduit (IMC) or Rigid Aluminum Conduit shall be installed in accordance with the latest edition of the NEC. ' All conduit shall be provided as shown on the drawings. All feeders 600 Volts or higher shall be installed in one of these three types of conduit. The Engineer shall review and approve conduit and method of installation prior to installation. , D. PVC plastic conduit shall be installed only when shown on the Drawings, specified elsewhere in this Specification or as approved by the Engineer. � E. Flexible Metal Conduit or Liquidtight flexible metal conduit shall be used for final connections to equipment such as motors, fixed equipment, electric heating equipment, etc. Trade sizes 1/2" through 1 1/2" shall be used in lengths no longer than 24", 2" ' through 3" no longer than 36", 3 1/2" through 4" no longer than 48". Fittings shall be steel, set screw type for smaller sizes and steel, clamp type for larger sizes. F. Conduit shall be sized according to the Drawings, with no conduit smaller than 1/2" � trade size. If not sized on the Drawings, the NEC shall be used to determine the size based on the number and size of conductors required. The Engineer shall approve all calculated conduit sizes and method of installation prior to installation. � G. All conduit runs shall be complete, installed per this specification and the NEC prior to wires or cable being installed. � H. Unless specifically noted, all conduits, fittings, and boxes shall be concealed within the building construction. Conduit located in equipment areas may be exposed but shall be , installed in parallel with the building lines. Install expansion fittings at all building expansion joints and as required by the NEC. Approval must be obtained from the Architect prior to any cutting of the building structure for raceway installation. I. Conduits shall be securely fastened with galvanized steel straps, clamps and hangers � using appropriate anchoring systems. Straps, clamps and hangers shall be specifically designed for use with electncal conduit. � J. Conduits connected to equipment or lighting fixtures supported by or within a suspended ceiling may be supported from the suspended ceiling wires with "Caddy ' clip" type fasteners manufactured specifically for that purpose. No more than two 1/2" or one 3/4" conduit shall be supported from an individual wire. The number of RMAS CBA701 8/1/97 ' 032497 16110 - 1 , � conduits supported shall be the total of all installed conduits b all trades not 'u hi y , � st t s Contractor. Tie wire shall not be used to support any conduit on the Project. All other ' conduit systems shall be supported from the building structure. K. The following manufacturers are approved for conduit: Allied, Carlon, Republic, � Triangle,VAW of America ,Youngstown, Sealright and Alflex. L. The following manufacturers are approved for conduit fittings: Appleton, CH, ' Kellems, OZ Red Dot and T&B. END OF SECTION � ' � � ' ' � i 1 1 1 1 i , RMAS CBA701 8/1/97 032497 16110- 2 ' SECTION 16112 � NM&NMC CABLE ' 1.00 GENERAL A. NM & NMC Cable may be used in lieu of conduit and wire where allowed by the � National Electric Code(NEC)and/or approved by the local electrical inspector. B. Conductors shall be a minimum of #14 AWG with a maximum of #2 AWG. All , conductors shall be 98% copper, with one bare conductor for grounding purposes only. Grounding conductor shall conform to Article 250 of the National Electric Code. C. All cable shall be manufactured with a distinctive marking on the exterior for its entire � length. This marking shall clearly specify the cable type with an "LS" suffix to identify Low Smoke rated cable. , D. Cable shall be installed through or parallel to studs, joists and rafters. Holes shall be drilled in the center of studs or joists wherever possible. Where not possible to drill in the center of studs or joists, a protective plate, such as Noer's "Safety Plate", shall be � installed to protect the cable from nails or screws. These holes shall be considered as cable supports. E. Support all cables with straps, cable ties or staples specifically designed for this ' purpose. Installation shall not cut or damage cable in any way. All damaged cable shall be immediately removed and replaced with new. Cable shall be supported within � 12" of each box, cabinet or fitting at intervals of 41/2 feet. F. A minimum of 6" of wire shall be exposed beyond the face of each device or j-box for terminations and/or device installation. Splice all ground wires per NEC. � G. Where required, cable or box connectors shall be two screw, strap type, specifically manufactured for connection NM or NMC cable to panels, cabinets or j-boxes. � H. The following manufacturers are approved for NM & NMC Cable: Bristol, Colonial, Encore, Excel, General and Southway. � END OF SECTION , , ' ' � RMAS CBA701 8/1/97 , 032497 16112 - 1 ' � SECTION 16120 BOXES AND FITTINGS i 1.00 GENERAL � A. All boxes and fittings shall be standard electrical type manufactured for the electrical industry by recognized manufactures, in accordance with the latest edition of the ' National Electric Code (NEC) and industry standards. B. Boxes and fittings shall be of the same material as the conduit system, i.e. EMT shall use steel, PVC shall use plastic, etc. Boxes used with NM or NMC Cable shall be hard ' or soft plastic, sized per NEC. C. All boxes shall be concealed within the building construction unless specifically shown ' or noted otherwise. Boxes or rings shall be installed flush with the finished wall. Mud rings with rounded corners shall be used in sheetrock walls. Tile rings with square corners shall be used in masonry, concrete or tile construction. Boxes used in suspended ceiling systems shall be clipped to the ceiling suspension wires or supported ' from the ceiling grid system. D. Specified mounting heights shall be to the center of the device, unless specifically noted ' otherwise. These heights may be adjusted to align with Architectural details or masonry joints. Adjust all similar outlets to the same height. � E. Provide knockout closures and blank covers clearly identified with circuit numbers as specified in Section 16100. F. The following manufacturers are approved for boxes: Appleton, Bell, Raco and Steel � City. � END OF SECTION � � � ' ' ' � RMAS CBA701 8/1/97 03 2497 16120 - 1 ' SECTION 16130 � WIRE AND CABLE � 1.00 GENERAL A. All copper wire and cable shall be soft annealed 98% pure, #12 AWG minimum, 600 ' volt, type THWN-THHN. Wire size #14 AWG may be used for control wiring and where specifically called for or shown on the Drawings. Wire size #14 AWG through ' #10 AWG shall be solid; wire size #8 AWG and larger shall be stranded. Wire and cable color shall be in accordance with the latest edition of the NEC. On larger cables, where factory color coding is not available, marking tape shall be used to identify each phase and neutral conductors. A minimum length of 6" shall be color coded at each � end. B. Aluminum wire #2 AWG and larger may be used in lieu of copper when installed per , NEC. C. Aluminum four conductor, #2 SER cable may be used in lieu of copper for feeders to Unit Load Centers. ' D. Aluminum four conductor, #8 SER cable may be used in lieu of copper for electric range and dryer feeders. , E. The use of all aluminum wire shall be approved by the Local Code Authorities. F. The following manufacturers are approved for wire and cable: Anaconda, Continental i Wire & Cable, Cyprus, General Electric, Houston, Pirelli, Rome, Southwire and Triangle. G. The following manufacturers are approved for splices, termination lugs, etc.: ' Blackburn, Buchanan, Burndy, Ideal, Ilsco, T & B and 3M. END OF SECTION � � � � , ' , RMAS CBA701 g/1/97 ' 032497 16130 - 1 ' i SECTION 16140 WIRING DEVICES � 1.00 GENERAL ' A. Switches for lighting loads shall be 15 amp, 120 volt, quiet toggle type, quickwire push-in and side wired. Switches shall be ivory in color unless noted otherwise. � B. Duplex receptacles shall be 15 amp or 20 amp, 125 volt, 3 wire, grounding type quickwire push-in and side or back and side wired. Install 20 amp rated duplex receptacles in all common areas. All receptacles shall be installed with the ground slot ' down. Provide GFI receptacles where shown or required by the NEC and install with ground slot down. Receptacles shall be ivory in color unless noted otherwise. , C. Special receptacles shall be the same color and manufacturer as other devices. D. Device plates shall be provided for all receptacles and special receptacles. Device plates in finished and unfinished areas shall be plastic, ivory in color, unless noted otherwise. ' Multiple device plates shall be constructed of a single plate. No sectional plates will be accepted. , E. Switches shall be equal to the following: 1. 15 amp, 120 volt, single pole Leviton#1451-I , 2. 20 amp, 120 volt, single pole Leviton#54521-2I 3. 15 amp, 120 volt, 3-way Leviton#1453-I 4. 20 amp, 120 volt, 3-way Leviton#54523-2I 5. 15 amp, 120 volt,4-way Leviton#2654I ' 6. 20 amp, 120 volt, 4way Leviton#54529-2I 7. 20 amp, 120 volt, 2-pole Leviton#54522-2I , F. Dimmers shall be as follows: 1. 600 watt, 120 volt Lutron#NT-600 2. 100 watt, 120 volt Lutron#NT-1000 , 3. 1,500 watt, 120 volt Lutron#NT-1500 G. Receptacles shall be equal to the following: ' 1. 15 amp, 125 volt Leviton#5320-I 2. 15 amp, 125 volt, GFT Hubbell #GF5251-I ' 3. 20 amp, 125 volt Leviton#BR20-I 4. 20 amp, 125 volt, GFT Hubbell #GF5352-I H. Special receptacles shall be equal to the following: ' 1. 20 amp, 250 volt Leviton#5821-I 2. 30 amp, 125/250 volt, 3-pole, 4-wire, grounding Leviton#278 , 3. 50 amp, 125/250 volt, 3-pole, 4-wire, grounding Leviton#279 I. Switches, receptacles and outlets shall be mounted at the following heights, measured , from device center to floor, unless noted otherwise. , RMAS CBA701 8/1/97 061997 16140 - 1 ' 1. Receptacle, normal 18" � 2. Telephone outlet,normal 18" 3. Telephone outlet, wall, normal 54" � 4. TV outlet, normal 18" 5. Switch, normal 48" 6. Receptacle, handicapped areas 24" , 7. Telephone outlet, handicapped areas 24" 8. Telephone outlet, wall, handicapped areas 48" 9. TV outlet, handicapped areas 24" � 10. Switch, handicapped areas 44" J. The Contractor shall coordinate the mounting height of all special receptacles with the Architect, Owner, Mechanical Contractor and equipment suppliers. , K. The following manufacturers are approved for devices and plates: Arrow Hart, GE, Hubbell, Leviton, Lutron, P&S, Sierra and Slater. , END OF SECTION ' ' , � ' ' , , , ' ' RMAS CBA701 8/1/97 ' 061997 � 16140 - 2 ' , SECTION 16155 RESIDENTIAL METERING SYSTEM ' 1 .00 GENERAL , A. The Contractor shall provide a complete residenrial metering system, consisring of a service entrance main disconnect, unified modular meter centers, single position meter , sockets and required tap box modules. B. All equipment shall be UL rated, with tin plated current carrying parts and barrel type lugs suitable for 60°/ 75° aluminum or copper wire, NEMA Type 3R enclosures and � ANSI light gray paint finish. An integral bus system shall be provided, allowing each modular unit to be easily connected to each other. ' C. Main disconnect shall accept underground or overhead feed and shall have padlocking provisions. D. Modular meter centers shall consist of individual meter sockets and breakers, , configured as shown on the Drawings. The unmetered bus in each meter module shall be completely barriered to prevent unauthorized access. Meter sockets shall have individual covers of ring or ringless style design. A separate compartment shall be ' provided for the individual branch circuit breakers. Covers over tenant section wireways shall be removable with watt-hour meters sealed in place. ' E. Meter sockets shall be continuous duty rated. Meter socket jaws shall be connected to the vertical bus with bus connection straps. Bolts joining the straps to the bus shall be accessible outside the socket base with the meter removed. Bus connections shall be provided between the socket load jaws and individual branch breakers. Line side meter ' �aws shall have meter guides. All meter guides shall be spring reinforced. Meter sockets shall be equipped with a fully rated, 200 amp lever by-pass that shall also provide clamping pressure on meter blades. Meter sockets shall be equipped with a � track resistant, poly-carbonate, insulating safety shield. Meter socket terminals shall be rated for conductors from#6 to#350, CU and AL. F. The following manufacturers are approved for residential metering systems: ' Challenger, Milbank(Heavy Duty), Landis &Gyr(HQ), Square D and Siemens-ITE. ' END OF SECTION ' , ' ' ' RMAS CBA701 8/1/97 032497 16155 - 1 , SECTION 16160 ' PANELBOARDS , 1.00 GENERAL A. Panelboards shall be UL rated. Cabinets shall be constructed of galvanized steel. ' Covers shall be constructed of cold rolled steel finished with baked on enamel, ANSI 61 Grey. B. Panels shall be provided with copper or aluminum bussing and factory assembled lu s ' g for connection of feeder conductors. C. Breakers shall be molded case, thermal-magnetic rype with trip indication. Two and ' three pole breakers shall contain a common trip. D. All breakers shall be plug-in type, with ampere ratings as shown on the Drawings or to ' match circuit sizes shown. E. The following manufacturers are approved for panelboards: Challenger, Cutler- ' Hammer, GE, Siemens-ITE and Square D. END OF SECTION , , ' � ' ' , ' ' ' RMAS CBA701 8/1/97 ' 032497 16160 - 1 ' ' SECTION 16210 FUSES ' 1.00 GENERAL ' A. Fuses protecting 0 to 600 amp feeders shall be current limiting Low-Peak Dual-Element LPN-RK (250 volt) or LPS-RK (600 volts). Size fuses per circuit amperes shown or as required by the latest edition of the NEC. ' B. Fuses protecting individual motor circuits rated 480 amps or less shall be current limiting Low-Peak Dual-Element LPN-RK (250 volt) or LPS-RK (600 volts). Size ' fuses per circuit amperes shown or as required by the latest edition of the NEC. C. The Contractor shall supply three fuses of each size shown in the Contract Documents , for spares. Turn over to the Owner prior to final close out of the Project. D. The following manufacturers are approved for fuses: Bussman, Gould Shawmut and Reliance. , END OF SECTION ' ' ' � � , ' ' , � , RMAS CBA701 8/1/97 032497 16210 - 1 � SECTION 16300 , LIGHTING ' 1.00 GENERAL A. Fixtures shall be furnished by others unless noted otherwise and installed by the ' contractor. Each fixture shall be installed per the latest edition of the NEC and the manufacturer's recommendations. Proper support for each fixture shall be provided by the Contractor. ' B. Voltage for light fixtures and lamps shall be as noted on the Light Fixture Schedule. C. Provide all lamps as noted on the Light Fixture Schedule. All incandescent lamps shall , be 130 volt unless noted otherwise. D. Ballasts shall be Type "P", Class "A", HPF, CMB-ETL equal to Advance Mark III. ' HID ballasts shall be HPF type with constant wattage design. E. All site and exterior building fixtures shall be routed through a lighting contactor for ' control. F. Upon completion of the project and before final inspection, clean all fixtures and ' replace burnt out lamps. END OF SECTION , ' � � ' , ' , � RMAS CBA701 8/1/97 , 032497 16300 - 1 � ' SECTION 16900 SCHEDULES , 1.00 GENERAL ' A. The schedules identified below are included as part of these Specificarions. B. List of Schedules: ' 1. Electrical Equipment Schedule. ' END OF SECTION ' ' ' ' ' , ' ' � ' , ' ' RMAS CBA701 8/1/97 032497 16900 - 1 , ELECTRICAL E IP ' QU MENT SCHEDULE ; 1 PANEL OVERCURRENT EQUIP CONTROL DISCONNECT CONDUCTOR IDENT& DEVICE TYPE& , TAG# DESCRIPTION VOLTS PH HP KVA TYPE TYPE &WIRE SIZE CIRCUIT NO. SIZE NOTES 30 AMP WP C�� CONDENSING 2� � 1 2 BY DN. p��,SW. 1/2"C,2#12 �P�� 2� UNIT 15 BY DIV.16 � BREAKER ' CU-2 CONDENSING 2� 1 � BY DIV. __- _-- LP-11 --- 1 UNIT 15 ' CU-3 CONDENSING 2� � BY DIV. ___ ___ LP-11 --- 1 UNIT �5 ' SEPERATE EXHAUST SELF 2p/� EF-1 FAN � 120 1 FR SWITCH IN CONTAINED �n"C,2#12 ', �F-11 BREAKER 2 ROOM ' EXHAUST I SEPERATE EF-2 FAN I 120 1 FR SWfTCH IN SELF 1/2"C,2#�12 LP-11 20/1 2 j ROOM CONTAINED BREAKER I 'FAN COIL BY DIV. MSS ON LP-11 2N1 FC-1 UNR 120 1 1/4 15 UNIT 1/2"C,2#12 12 I BREAKER I SE-1 SEWAGE 120 1 1/4 BY DN. MSS ON 1/2"C,2#�12 LP-11 2Q/1 ' I EJECTOR I 15 UNIT 14 BREAKER � I FU-1 FURNACE 12p 1 ��q BY DN. SELF I ��„C 2#12 LP-11 2Uh ' , 15 CONTAINED ' 11 BREAKER i � � HWB HOT WATER BY DIV. MSS ON LP-11 20/1 � BOILER � 120 � 1'2 15 UNff ��C'2#�2 13 BREAKER � HOT WATER BY DIV. MSS ON LP-11 � 20/1 , HWP-1� PUMP 120 1 1.2 15 UNIT 1/2"C,2#12 15 BREAKER i JEN AIR BY DIV. MSS ON LP-11 2a/1 JAF-1 FAN 120 1 1.0 1.0 15 UNfT 1/2"C,2#12 16 BREAKER ' ; ; � � i � 1 NOTES: 1. RELOCATED CONDENSING UNITS,RECONNECT TO WP. DISCONNECT SWffCHES AND RECIRCUR TO PANEL LP-11. ' FIELD VERIFY FOR CIRCUIT BREAKER,CONDUfT AND W�RE SIZE. 2. CONNECT TO 120 VOLT CIRCUIT IN ROOM. ' CBA701 t 16900 EQLTIPMENT- 1 g/1/g7 ,