EFTA00599819.pdf

GENERAL CONSTRUCTION NOTES: 1. The building constrection site shall be accepted “as is" at the date-of the drawings. The Comtractor sndjar mubcomiractoes shall carefslly examine and familiarize themselves with all existing visa cunditicns, prise to tof Work. The Ceener or Architect amomes no responsiblity far aectual fieid conditions of site elements or integrity of exiting structures th 2. The Comtract Documents are complimentary and what ls called for by ane sheet or page ball Ibe binding ws if called Soe by all. The intention ef thoes documents iste include all aber, suaterials, and sreipent fur proper and te exmcation af Work. Where the construction, « other confiding clement repelons 2 Avtails, arcangements, or commections Bhat are than shown, Its the Contractor's responslbility to imetall the Wok in harmony with the intent of the dravvings or specifications, 2 ton ne eaten kl soi fe ueciionpenpertion, sol weilstva of a existing building(s} and site work, and smatciated mew curutraction abjectives linabeates Neretrsrcon won ihe peur eo eave a rete or ree detalied. The verblage and references contained herein shall be interchangeable between any mew ect amor altered/esisting building: cnraxtraction aby 4. The ‘Cte Ben cesarean rapa te Sher conact in connaciea wilr'Werk, ‘Tee General Contractor shall afford other Contzctirs « crasnnuble opportunity for the introduction and storage of sxaterials ane the execution af his Werk, amd shall ty courdinate andl connect their Work: with -o “equal” Items, which do mot affect design, intent, amy and all “equal” requests or substitutions price tn i possible and do sot assume oxy changes without approvals, sits apecy, materials, methods che. withewt weltes Arcee? spproraia allowances shall paovide for the purchase of materials eaily, Installation ix includes im the job cr bid, separate fram purchase allowances typically. Manufacturer's Specifications: Where ether specifications are referred tesand where a mf is named, those specifications shall be made a part of this document. Should amy confit arise between amy different requirements or accompanying drawings, the more stringent shall apply. Insurances: The falling criteria calls far sinimum insurance amounts, that in an-way Limit the type, amounts, high-limits, ete. [This should be determined by the ‘Guener’s ¢ the Contractors insuran ce aiivisar as applicable: AA, Workmen's Compensation «State and Federal az per statutory law, B, Employer's Werk men's Cu ‘Genaral Liability - Bodily injury/property damage and parsemal injury - $1,000,000. omshingd singe al $1000, shu aggrensis damage lability te Include explosion, collapse, and underground coverage, where applicable, The Contractor shall add te his/her general ality poly ‘en eskilet gpch and ecm Meee at abdibeoel Lee ~ bodily injery papery dace = 1,00, E. E-Gonttacual ability boadily in amma = E The above laeurances shall be maintained by the Contaclor whether ae met certieates far ‘werlficathon are requested by the Qwmer, shall contain provisions that policy coverage will not be changed or canceled unless at Ieasta 30 day weiltes notice has been given to the Cwssr. shall be maintained the duration ef the contract. G. To the fullest extent allowed by Law, the Confractor shall indemadfy and thekd harmless the Owner aad Architect and thelr agents and employees trem amd against all clades, damages, Josses, und nim finchading bet mot limited to attorney's fees) arising out of or rerulting from the: performance Hes Wark, providing that any wack claim, damage, las, or expense is attribatable i injury, sickness, disease; dealh or to injury to or destrection of tangibie property ( other tham the Work itself, tmcieding lass of use remaiting thetetromy but andy tothe exient caused im whole ec in any past by negligent act or colssion of the Contactor, subcomtractes, or anyone direcily ar indirectly employed by be liable, regardice of whether or not such claim, damage, lim, EL Property visions as set orth in the Genesal Comditions of ALA! A-D07, regarding fire and property inswramce. The Ovmer shall seek professional advice om cuverage types and Hmiis, Permits, Inepections, Survevs, and Regelations! ‘A: The Confrastar shall ovain and pay far te Bulking permit and final Certificate of ‘Occupancy permits) and shall complete required informati andl submissions, B, Other pei and engt al bested snd pu or by the Contr mle a al of ‘whem shall comply weith all laws bearing nn the their Wak. © The General Contractor shall assemble, prepare, ane submit required technical documents, cat sheets, testing reports, technical drawings, or other mecessary Information as deemed necessary for peview!s by the inspecting authority, This akall include manufactures's printed material Lteealure, Gre sadetpfende compliance date, all requesled schematic or technical muchanical Layouts, aaeiloe other documentation D. toe, extend timely notification, and arrange for all required inspections as pes the legal ar regulatory pi for sequencing of comstruction Work. E. Meet all requirements of ale Ba andior National codes, regulations, and andiconces ‘Consealy tha TECIINC. Uk S008 partion f the State af 4 SBC edBion), aad pelatevectionn of BOCA or CABO codes shall gover, whine bn, OX je Industry jes and standard building practices shall be adhered as well. All la performed by tiachanics shld im thade icpective hud maser the supervision and terponadbity of» lewnaad ‘General cable. a ‘Contractor, where appli (Comtractor ia reapansible for safely on the jab. Pelest all OSHA, State, ar local juriadictieenal pequirements bearing on Work performance. Provide and maintain proper fire extingulsters theowgh the course of the entire peoject. 1G. The Gener shall be ble for appearances before Planning: Boards, Boards of Adjustment, demalitinn, historical, or other eequired review extitins, and shall bear all costs celative bo the mame. Requested surreys.and site plan info are provided by the Cwmer, submitted by conbrator for permiitiing, H Th fll practices will NOT be ig unaorthe uae | 4 Borying on ita amstntacory protbiaed ae vino coher contaminated ar imaberdils or the dlspouil of wech substances Inio detalnape, Feeching, waste dlaposal, cr other pelvabe ot Publi systems, on or off the site. 3). Intreduction ints the bs ver the jab site of car wha egatsdaog station ox saherion id mal materile Uiensifcstion benaliag” protecting Tamora ar any existing on site asbestos materials shall be performed separately by others saab nor coemaatece L Diiscoves and subsequent required ababement procederes of existiny eeetie, decancne, Meek, a pollutants, gases, TVamnse, or other auch sartecials shall be reformed by ethers outside of the construction contract; under strict agal uridicional wyulations andl authority. Tem inclucied, (het mot Limited to) are toxde chemicals ow their residue, pestichdes, lead or other hazardous metals, radon or other discharges, contaminated soils, or indoor polbetanis, The Cwner shall be noiifled imumedistely upan detection uf such. ‘Guarantees! Warranties ‘A. In general all labox equipment and materials shall be guaranteed fora periad of ome year trom the untes noted othereion bya product mazefactazer's Point of the original contract Work Tr Manufacurer’ disclaimer and [anitations om ‘Contractor of his Work that incorporates the ‘warranties do pot relieve the General fem, nor dots it relieve suppliers, manufacturers, tx sabcontracter mquized to countersign nach svepretli. 1. Hach priney or pcb cuuractor a esspercsiiLs be home orireaniting lite ti kidler gure: somtoact or performed. Br Bubmlt al product lerture, warranty information, instructions, rebate forms, etc, to Owner, and cunduct finall walk-through bo detail all balding «ystems and treable shooting techniques. Demolition and Alterations: perform ail selene brttegete devetiter ance semiien mosdifieations cunsent or directives Only ani tly executed Work. Otherwise, be ied at no additional cost to the Oumen, 1D, Protect all remaining premises areas and existing!new building parts andl materials from weather those required areas at no additional erst tes the erro. replacement isuch 2a, bot mot limited tor ermites, carpenies beetle damage, water born. or dry rot, stracturad deficiencies, or other concealed nema iding cede deviation, etc) shall be compensates! with extra cost, only with proper Socusmnttion ad eppeinalt. Woke fies meniiy semrscingd walling placing tacks piping Seve, freneral reiring mabstrabe. ductwork, and/ar ether identifiable ‘or atractural items requiring 2 replacement, of relocation, will ned quality fer extra compensation, ‘reins and compte ean ie spon peaton or eb ber wnat materials, All materials, equlpakest, or other Hems extrascted ‘demolition operations (endess specifically noted} shall become the #8 es Contented eal be pet sed Eee alt On ois besying of materials om als bs prob " Rl prime coc teh se rks sal be pa ble foe proper disposal of thelr own garbage, debris, or other discarded materials, This sh debris, heveragetiond containers, extrameore Stra ane ny aero tr mai, wach re ot pc th finisbed, installed building product. The General contractor sball be held resparusible for: policing acthons. The job shall remain clean and beoom swepé at each wark day's completion, wlth daily debris eemoval frem site or placed in om site dumpaters. Dumpsters shall be provided by GC, serviced, and removed and replaced as Werk progresecs. Dumpster cnsis are based om rales sot of the drawings date. G. Coordinats staging of the geneall work progres and logistics, equipment, and other coméruction material sinckpiling om slbe with the owner, assuring full occupancy use of the pauperty and building premises roughout constrection. ‘Site Work: A. Site ulilities shall be ascertained and staked by the Contractor petor to commencement of excavation andlor demolition work, with respective uiillty companies notified as required by jurisdlictional lav, Prefect and maintain all on-site and (bull ng wis In proper and ows service heemghout the Seen al cmmtometon ee seperate B, Excavation materials are Ta tbeds ol wock tepsepee ch pale sewstions slew material character er obstructions excountered, excleding mck. Rock ls defined as that which canned be removed bya Caterpillar S15C LC or larger machine with a reasonable effort. Rack removal. and/or nt special faundation designs ahall be extitied te proper extra compensation (possibly with fan desig bry ofers] and shall Ine eritl Io proper estes compensetitn, anly vith the engineering. grading plans for all site work themes. If ‘Jocal municipal and other jumisditional requirements. tor grading, leader drainage, site improvements, st. Plame are riot a ainage, ubllity work, D. Stockplie enteting topenil and sultable backfill materials ome at he Cer direction, COtherwtee, weno, seevation stele hall removed frome th sit andl egally di nperatiens as sooe as practical [ough geade tn within far inches a ajected pad Lait removing all debris and stones thuee inches and larger in dlametex Spreading of tepeall, pase seed, and won. te footing draing surface drainage jeirements. roof header discharge, etc.) shall be verified per inspection authority as te local Municipal required measures ter much work. Cong and: dude this week scope, price to formal bid submission. Grading plane and/or ther site gelated design and information required shall be pecécred by others, ax marexsury. Conenele/Masonry 1. Concrete: Seeneral a minimum of 9900 FSL strength at 28-day cere ix required. Micetall ASTM-CI5R, ACh, and standards. 2560 PS concrete w/designed mesh reinforcing ix minimally requized at psnenyery-eaterdhrinaen ‘2 Footings shall be formed and rida Obaain. pi Inspections, Sell bea rekon ir aeoaneed at 2 tone PSF for specad footing Trem owing sane sal be architect's approval only. Frefab Joptnghoundaton designs w be and appeered by local construction authortion. ‘3. Slabe shall be steal trowel Gnished on crashed stone basse with « palyethylons wapar barrier and reindorcing as indicated. Eicterior slabs shall require a non-slip, brooms finish with expansion points ax recommended, 4. Concrete bllock: MW grade, load bearing concrete masonry exits with stone in nominal widths noted laid in running bond. Light wright aggregates may be used, if ‘dur exterior below grade use, Brace masonry walls peior in backfill operations, Evteriae Boek waterproofing and je be performed as per local anil conditions, Grout solid ane bottom courses, comers, shall be performed strictly per Use strictly in. secondance with ASTM C4 and manufacturer's and manufscturer's apeca. The use of cabcham chioride Is peohitited. 6 The maciovom height of backfill materials placed the exterior of 12 inch unreingorced. block foundations abuve adjacent clad level ix €-2". If arteciar grade heights sxceed 6-4", tha block comes shall be flied with 3000 PSI portland cement mix mortar, or add #4 rebars vertically im black cowes at 24" ‘ce with Mase specific cores height. 7, Comcrete footing levels be stepped down bo abut any lower adjacent levels at a macioum horizontal of 2to 1, A maximum 24 ines vertical increment is permitted. All footing shops shall isonet ea “r A Existing building footingfoundation materials, size, depth, amd integrity thereat shall be field verified and approved by the Inspector and/or Aurchiteet prior bo the commencement of new adjacent Wark or any remedial Seundation construction . Do not undermine an prising feundetion or fasting. 4. New foundation radon ababement installation sequirements for thie: mandated manicipalitiens incndea minimum 3 inch PVC perforated pips invlalled to penetrated ceawd space alabs and terminated thorough te roof. Pull basement designs require a4 inch PVC pipe (per 1500 ef of basememt areal, placed vumeder the slab in a crushed stome filled trench. at the invlestor too perimeter settled. and vented teu thee roof with a minimum 3 inch PVC perforated pipe. Fans and additional: future tating (by others) Verify piping tffeet requirements for future fam ad configuration at root exterioy, New garage o¢ ether slabs an grade with living radon compliance. Conflem local mandcipality tier designation and adhere-to requiresents and inspectigas price in pertorming any new foundation work. Matala: 1, Structural and mlsceilanceus shapes ahall be A-O§ steel, Meet all ASTI specy and appiicable CRSU standards. See plans for specific Sesigm rex ulement, nck Inchede all tion, submission, and reviews; for sterl shop drawing fabsication, (with approvals ak may be dictated by wack, ty prec ering eget cabs AST Specie eatlene Baan sh be paced at shore te howe fll garent local peocedural le ee orl lcd black fel place bs samy won 4 hinilaneoss plaiba snchers amples Beltingand otter fatecing device thall be sine cated, galvanized steel af foundations of exterior locations. 1/2" diameter anchor bolts 115" Jong with 1” hooksh or approved heavy duty 18 gauge med sill strap anchors sball be installed af 6” oc (or to cade) at foundation wall to plate anchoring. 1-2. fiberglass sill incmalation is required under plates, where nuted. 5. Cathedual, volume, or ray ceiling comliguralions require Teco trip-L-grip or Simpson eqquall steel connectors nailed wilh nallanchovings at eats end plate 28 ml¥s specs Morinontal collar tie framing shalt (oy epi ‘wile (2) 12° conciage bolls, bch ea ed el etm seal be Lele oe mea genio ideund speciicallen Wndaoda. reinforcing to comply with ASTM (grade 601, WWF fabric to comply with ASTMIBS grade €01. Hie placed ia 20 font in length will requis pom in « re f: Wolongslokvoden stall alee tw AWS and stun weld ‘Uh, Metal zero-clearamce fireplace uli cae vesting combate dence equlement, and rost termines assemblics shall be installed strictly in ce With the respective mamvalacturer's tions in accundance with all pertinent local code pequiremente Written publinked exit information may bes precequisibe for 11. Other mi sn mata. Ema adhere to published maxefactures's guides, specifications, and industry standards for Installation, 12. Mo steel shall be erected without shop drawing submissioes approved by Architect. Rough Framing and Miscellanea: ode uf constracticon ox specified in “Manual for House Froming” ax pobliched by NLMA. Nailling Im accordance with Table 1. 2 Lumber grade mark ws specified. Typical design loading is based on rough dimension humiber of North species, [do 2and Better. (S45 alrdeied, Po-LI00 PSE, molstere content 19% mand. Lenser species wabutitulin with approval ef Architect omy 3. Plywood: (Boor, mod, amd wall sdveathingsl shall require x minimum. 1/2" thickness in Couples Fir laminatiens for 1é"ac spans by code, unless noted otherwise on the drawings. Exterae COX watesprool glue line io meet AFA specifications with performance trademark stamped amd graded to proper epam Sine dee ed rn retina Eserning memnne Resin with backs oe ps ot edge APA rated seructacal oosfurall sbealling ney be subateoted wrth tr Accact approwal oale. Tyvek house wrap-or ahalll be installed over exterior wall sheathing, typically. 4 All lumber in direct contact with masonry, steel, or Installed exposed to exterior tlements shall be ‘pressure treated’ ACK With mr’. 30 near ground cofact libels adeno Proper rnelal anchoring devices faed festa me sri Hyp Existing structeral framing member size, specin, framing divection, and detailing sll be Yeziied and confemed wien open view, The Anshinect shall be notte tmeaely pero the continwation of any Workb, if amy assumed drawing discrepancies or concealed non: framing practices are ncovered or encountered, 6. Double all Baur framing sumxmbers tor install speci be} renning parallel with partitions rexsing shove ind ender other strachoral bearing post locationg, aan. Cunfinm pipe undler oMer chasing mequlsements prior bo ‘Camry all paint loads to proper bearing af foundation, whether indicated af nat. 7. Exerbor wall headess bball bea minimum o¢ (2) ExB's amd interior (2) 267s, uness mated otherwise, on drawings Other beader of tn jotst ite members around each opening, unlees noted otherwise Full Pastner sther vertical aupparts akall be caried thenagh In pmper bearing af foundations, typ. B. Heavy duty 14 gauge steel olst hangers with proper nailling are reyeired a all flush framing conditions, undess noted otherwise, io m’'s specifications, typically. 4. Wand roof trams shall « abetted for approval im shop drawing format indicating type, mucmber sixes, spacing, species, design values, loading conditions, connections, and other duals. Danwingy shail bear tie nipaatare und pel of licenged Puutesstenal Bngtncer preparing fac, Farah, transport, and erect frassing as per current TPT specifications, Confirm local inspection authority toe trase (LVL floae or rood sytem shall be designed, ‘with the rmapective mufr's specifications and sevice at resemmended by the submissions. Include web stiffeners, hale placement ox other rubs, gunk backer blocking backing angrs —— connections, and closeririm detailing. Verity and follow strict mfr's specifications andl critical details for Ineatallatioy in. 1L. Ghulam beams shall be industrial grade, exterior glue with Fb=2000 PSL for SYP spectes. Exposed beums-appesrance prods daring construction. BE TACOS at lnc ctr wth a8 5, for Douay Install as per maneefacterer's installation specifications. Frotect amd seal all edge com specially where saw cul, Faralam asnlamrmderttin memes Sxign ae teschenges te withize species” Pinna iedeaa wine biodine hoe other somes ns eaiend by cede ox by Incal snuicipal sequisements? eas bell scadiet soled Mocking anecines weer waged’ shal aot owed Fa" guns hplailly 14, Gllass.fibes, righ! board, foam, and/or iows-in insulation shall be installed ax per manufacturer's specications with prewral intalating Reval ratings for wratarn Commeticat cima. Mint fechec CANO mde meng see compliance As Celllingalroot 19) Install hatt-blankets full thickness per each depth, face eith overlapping tabs on jaist or sien cn er ich th a rth plac Lape’ Proper venison, techniques are to Ibe utilized at all comceated ow attic spaces. Verity amd! install code access requirements ior those areas. Rigid or speay foam insulation to be installed strictly as per mils specs, 18. Frame for all heating ducts, miscelaneaus mechanical items, or ather built-in features under cemterlines of windmes, dour, builtins, ox other design element. Bux cripple studa/floar bays Box properly sed duct roughing, typically: 16, Set all appropriate doors on Ix substrate to allow for recessed base, other subfloos, furring. tor Ginisked oor levels. Verify all inteier Gal Boor elewation heights te aller cme inch slearances as necessary. 19 All basing, cats, straps, hangers, bolts. lags, proper nailing techniques, and other devices necessary fur framing work provided and installed ey framing contractor, All work required te obtain bacal rough framing o€ final framing inspections shall be Ube responsibility of the framing subcomtrecten Rabe Tk 1, Interioajexterior trim, detailing, and associated wood/mill work as moted on the deawings or to generally to matci the existing, lear or no 1 pinlpopla shall be weed for uanspaveat or saned lsh Nie.2 and better shall be used for npaqque finish with shellacked knots and back Comply with AW standard Foe "| Installaian®, Goneally costa, bose nod ke ate selected ur te match the existing. 1 Wood doors by Morgan or approved eqeal. Masonite selid/hellow caee units selected at moet lecations. ‘Generally, Inberioe IVE" thick and exterior 1-34" thick in fush or panel style noted or to match existing, unite ay accoptale. Prod all haeorare me selector fo music exiting, Adhewe to specially selected daoe wait apeclcalans for inalallalion Ixy Hee repectlva sansidacinwoe Fis raked assemblies as dikctated. Garage overkead units, tracks, motors, ete. to be sef'dl 2 OM wed biskylighte as inddicabed on the deuwings feckedule is shown for courtesy). Factory Insulating of dauble pane wits are ipanerally teed at exterior andor lnacine ecatlons with: or laminated where shown or by code, Verity compliance at all reap Tae ce J mameiecuness rameneatare ftcal non des eno yeh units shall confirm with the respective contractor, as to the unit's designation, installation sperificalion, code cam Cees ol trad Tn Priore placement of onde. béctal is required over all window amd door heads igi Teil epee Eyeing it phe Renin maaan bavi ok portato 4. Gypeum drywall (GWE) Anetallatbo und matecale mt per ASTD Cs, OOS, Coat, endfor a recommended bry the muterials munufactorer. Generally, 1/2" thickness GWE at all areas with proper fire resistance assemblies where meted and wit CWE ot wet areas as per ASTI © 30. Screw-nail ‘All roading lashing Wurk, exterior sidingulew ‘Work, gutters de leaders, and extesioe tunel petit tlio prem be selected and pertormed under strict fpr! pata, pines ‘preparation, installation procedure; weather eunditions, te. Generally, al ane meek Ol evquist 3 paiaca ple pclae 2 sea wich snising wore to receive 2 finish coals, including the repainting of an entire altened existing surface. ‘The pi subcontacin shall ude al papertinn of eas argued to eaten ne Wek. Stang tthe painting Work means wurtaces are to comduct work. Meet mfr's specification. tor preparation, ea Eapaoion 2 ol edge ne scien pete ncRefing AC complana ering ‘D All interior finishes to meet trame spread requirements of governing codes, Published mér’s literature compliance say be requested for ebssission, “The acon inet ral al mech: electrical 1 cate ancl IWAN accompanying drawings ane 2 gnen conceptual oh plumbing. Hh ACs Tocatifn ef elements shall be deteemines as the Work progres ‘Allsyaters Ierout te be coordinated with General imag eter phen! ee paleo nop ened her P peomruiner td cutting or patching, Protect all installed Work duration of construction, Z Mechanical Work (ie Ping tsi HVAC ey ech all be. performed as a “Diagn ei Italo by oe Gre Contract hin mmpective tractors, mon Preperation oe approval af necearay aha, ap drawings, requ ested cut sheet eulbmalttals, andior other neg detailing are by the General uf subcontractor. all mechanical objectives to the Cewener at bid, to the stant of any associated work. 5 Allesiin Work goles thy aenarala nies madiiostions af misting piping wisiag dachevc my eric, ee bli ere anemone pecompie ll new new constracthon: (nstallalon and compleign those built week devctives wher indicated bby land oe by design-becld belldelivet scape ot tnap aed otra th ne Orne appeovl pro vat euy Wesel sn cople a ae re is start: a Lement, tndlor replacement of exisung TIVAC systems, ebecrical poversystem ‘wae dieposal system, domestic water ction objectives. operations of any new or existing altered mechanical as by inspection awthurity to insure proper working install mechanical aysems ina complete! Spemtve mote, wheter fully deed or not. Provige an on-site final wallk-thru veith Overer af vu indicating: wystems operation, muinienunce, service, vic. Assemble and provid all méf'ra Glezature, warranty, rebate, and ather maintence information for Qumer's use = 8 SN ere saci, and te conditioning Performance of 70 degrees F interior when outdoor Dh degrees F when cutdoor DB teaaperatesre in 1 Se cooling ewe Connecticut macro climate extremesh. Include destga, labor miberiab, nit for Si euerent Sh AL Mechanical contractor shall ch ely acer wach of the entire struchare vystens far Cwines's andlor ee hnchen ot des and vent-tchaust work shall be desigmed La n ventin, exterior work sod toy wht vas pring sec Conca an neeianie im Sppearre Sop dering cabeserion and te er abr ateriain Sian mad eer italiane ! tga, quigann ot wecenee and function of any new and/or albered eyebem nts. Work shall be formed in accordance with cules andl ey State, er Standard Plumbing, Code jurisdiction having authority: Goufhts all methods welttbecl inspector pear te weeie commencement, ‘A Moet all AGA requirements for gas werk _B irulate all water supplyfbeating limes, typically hat and eold thromphout, including water services, Calisupp limes to-bbe type L. with bead free solder. Type K ander slabs. Peck's tub DL All ibe und vost Hoos tos chaos PVC: cacapt ables cst roa ats Hes over sod Eto finished Living ‘unless properly insulated for sound attenmation. ABS pipe may be used by onde, with weritimn 's permission exily. 2 Ce coat thing. exhaust, and other vents shail be coondinated with rooting ceotraciar and shall re pinesiblel toe evar of te being Mase 0 tnconapicnons enee locate The ll ewan pe code te minimize reat penetrations. fT Proviee preseure ace alga fot onto at al tab shower and whisipeot ations. Leche shceloting lies loope at sachs bate tailats, oe whirlpool tabs. tel cation submittal th wher dssigestion (if soqmerted), for saw jurisdiction. Inchude schematic diagrams, cizcuit Layerat, lnadiog, Seiad eet ta seve A. All work: shown is intended to be installed as new Work. Provide and include all alterations and modifications bo beim all weurk te cxelt art, funsctinn eeondlitiem. 1 Commercial applications shall comply with strict NEC code reayuine C. Lf the existing [L$ structure is increased 5% or move i floor anes, the compliance with automatic fire detection system requirements shall be adhered, (Typically per B-S use - ane smoke detector installed per cach bearoay che suse sleeping ateas witiis be feet of exch nedeounn doe ond ia ‘one per floor level, inckeding amy basement.) Verity code conformance of any existing smoke detection Sree tee eh ems datenblatt. 1D. Df am BS strecture Is increased 25% or more in floor area, thee compliance with automatic fire detection system and also the means of egress Saree reulements halle nerd, te conforming egress siush shall be installed per each bedressen and ‘ites C abewe) TL Duplex gutlets and other minimally required electrical devices shall be installed as shown or by ‘ale, fy unin by plans or ores’ directives, am extra 3 inch PVC electrical chase from: attic to basement for future wire pulls, at additions: satiate lnlshad oa Pov loan bpp acetenes a sch oes ore, new convirection, ‘Ebon oat forall svcaved indicated configurations by aa, Locate all fattors with wast polars feashod ceiling work, where final becatigrs cam adut before nu latlon/thectrock phases. New ar replacement hit Ectures te be privided with huusings or lense assemblies by meet code. "TE Contes weight af dncoeative cledtlel Retares banging suit, andlor fans to peorele adequate Support fram reat a ceiling structure abore. Provide motorized raising and bowering devices fe all Aeepetire aatuces sbom a 18 took calling Mala L Gang all electric sveiftches in a simgle box configuration a sswelich ling, smiadatta & inch laarance Erocs face of wlectric Biees to adjocead dascs, walls, [itis compa Ftc toca rien Not) obey cura ops ‘STRUCTURAL WOTE: ‘COMTRAL TOM i TO VERIFY THEE EXISTING STHUCTURE Abbreviations: DESCRIPTION ‘Aneher Bait Adjacent ‘Aue taut chreuit Above srashect fhe ‘Alnamneta Bul ier Baa ‘Celing ‘Comar lina ‘Ceiing ‘Cokes, ‘Conenate SINGLE POLE SWITCH (45" AFF} 750 W DIMMER / 3.Aay, 4, ETC. DUPLEX OUTLETS: 20 " AFF GROUND FAULT : 42" ARE SWITCHED BOTTOM RECEPTACLE WATERMDOF PEQOOESPESREE ie ae ‘Gasement ‘Ceramic tite (Decorative bauble bung Drona a POWER REQUREMENT - VERIFY MAMLUFACTURERS SPECRICATIONS, HALO HAICTC THERMAL RECESSED UGHT THPE 310-08 45 SEL'D megreys contractor & und Pau Weert ekeuit ound Srosin ‘Wall Booed DEC, WALL FRCTURE AT MEDEGINE CABINET ¢ MIRROR TYP. Mest Vent. Ar Cond seat Losd Bearing Mnenis Maul acturer Milita Micro: Lam Masonry Opening 4 FT TRACK wena ssans, Zz Piel DECORATIVE HUNG FAA — 38 Boletetre Porealan pall chain Pressure trested ough Open fodiens =s acoushe tite 3 4 BMBEGENCY LIGHTING FECTLURE SE2R 2°KE 2S" DECOR. FLUORESCENT cication PULL STATION ‘TELEAHORE,/ COMPLITER. OUTLET COMBINATION IN WALL = 20° AFF, ee 8 Grove Eetaasarcon SSEgRSgGHOROEERE: = é CARBON MONOMIDE DETECTOR PRL TO ANY DEMOLSTIOM/REMCIVALS THAT BAPALT THE. STRUCTURAL INTEGRITY (OF THE BUILDING, THE CONTRAL TONS TO MOTE THE AMCHETECT Cae DISCRERANCIES BETWEEN FIELIO) COMDITIONS AND THE. CONSTRUCTION DRAWINGS PRUE THAME WOH, Eva (OR ALT ERES), HERA PERPORMED. ‘THIS: DAMN REMAINS THE PROPERTY OF THE ARCHITECT aMGITS: Typical Structural Motes: 13) 2e4's oo [31] ebts mod post LION. (3) 2n4's oo (31) Seba wood post up ICM COMMENTS SHALL WOT BE REPRODUCED WITHOUT WRITTEN AUTHORATION. ‘THE FELD, aM SHALL COTM ALL GVTHEN PCRS WECESSAMY Tid PERFORM, USE KUMERICAL TOMEMEGOWS FO COMSTRLICTION PURPOSES - 10) 2° De, St 54, pipe ook WON, |= Heavy duty jols! hanger af flush beam connection = WOT SCALE DRAWING PREVTS. * All framing members stall be placed at 16° O.6, UCN, + Jost hangers af al fush baming condiions as per code CONTRACTOR MUST VERIFY ALL DEMESSOWS AAD CONDITIONS Bd WINDOW / DOOR LEGEND + ALL BASE BID UNITS BY ANDERSEN WINDOWS 4 DOORS UO. * DENOTES EGRESS SASH MIN. 5.7 SF CLEAR OPENING AT SECOND FLOOR BEDROOMS AND 5.0 5F CLEAR OPENING FIRST FLOOR BEDROOMS AS PER CODE [xo [oni [Rove open _ | BAF 1/2" KB 12 2d TB" X 25 aa" vo" 03-5 8" 2-0 5/8" X 3-5 378" 10" % 3-5. 3/8" 2h. 7A 55 2" 47/8" x 560 a8" c 2-0 56" 50 26" 15 FWHIDSO804PLA eu x ator CWw145 24 7/8" 045 VE" ex 6-01" FWGDBOG1 TR fo} | G3) | rvroseovre | e-Oe x 1" 266 148" X'S 78" 2-2 18" 048 FR" Teg" x S80 ae B10 148" x P-2 1/2" 20 SVB" 0 54 1¥B" 24) 5/8" X FELD MEAS 2-4 7B" 4-5 28" REVISIONS DESCRIFTION GENERAL WINDOW NOTES: ANDERSEN: AviOO SERLES. LOW EY DUAL PARE! HIGH PERFORMANCE HARDWARE WOW COLOR AS SEL'D! COMPIRM AT GID CONTRACTOR SHALL COORDINATE WDW'S. Wy WOW MFR REP, PRIOR TO ORDER! CONTRACTIONYMPE'S REP WILL VERIFY WCWNER FIMAL WOW SELECTION FOR APPROVALS, ARCHITECT SHALL BE NOTIFIED OF ANY CHANGES TO FINAL WOW'S SEL'D STOCK OVIDED ‘SIMULATED LITE MUNTIN PATTERNS AS INDICATED OF APPLIED ON EXT ELEVATIONS, SZESHOWN ON MFR'S TAKEOFF/PRITOUTS, APPROVED BY THE OWNER. | CLAD EXTERIOR (CONFIRM Wy OWNER AT BID) PROVIDE SCREEMS AT ALL OPERABLE WOVW"'S/ DOORS PROVIDE TEMP'D GLASS UNITS AS SHOWN (ON PLANS AND REQ'D AS PER CODE (CONFIRM FINAL FLO, OF WOA'S WITH MFR'S: SPECS. PRICE TO FRAMING REVIEW PLANS / ELEVATIONS FOR WINDOWS Wi! MFRS ORDER PRINTOUT / COORDINATE PRIOR TO ORDER . SL FLASHING PACKAGE AS PER NFR SPECS FOR ROOF FITCH AS MEED'D ¢ ‘CONFIRM PITCH PRIOR TO ORDERING SL USE ICESHIELD AT SL PEREMITER, . OOOADINATE WINDI'S WITH PLANS. ELEVATIONS / NOTIFY ARCHITECT OF ANY DIFFERENCES PRIOR TO ORDER . MOTE: AT ALL EGRESS CASEMENT UNITS PROVIDE (EGRESS HARDWARE AS PER MFR SPECS/ STRAIGHT ARM O# SPLIT ARM. WERIFYPRIOR TO ORDER TO PROVIDE OLEAR ‘OPERABLE AREA MAX, SILL HT FOR EGRESS WINDW"S: 44" ALR. THIS GANWING REMAINS THE PROPERTY OF THE ARCHITECT AND TTS CONTENTS: SHALL WOT EE REPROUCED WITHOUT WRITTES AUTHORIZATION. (CONTRACTOR PAST VERIFY ALL DOVEMSIONS AND COMDETIONS IM THE FIELD, AND SHALL OBTAIN ALL CTHER PROTECT INFORMATION MECESEARTY TO PEREOIOM (USE MUMERICAL DOMEMSIONS FOR CONSTRUCTION PURPOSES, DONOT SCALE DRAWING PRINTS. GROFF RESIDENCE New Custom Residence NEW CANAAN, CT Heyrich - Drake auociite archtlects EFTA00599819