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Home My WebLink About5386 Pierson CourtHome Energy Rating Certificate Rating Date: 2021-11-22 lnernvl nnir Final Report Registry ID: 553542413 p Ekotrope ID: zLD8E%Bd Your Home's Estimated Energy Use: Homo Feature Summary Home Type: Use lMBtul Annual Cost Heating 74.8 $664 Cooling 1.8 $64 Hot Water 11.0 $95 Lights/Appliances 29.0 $970 Service Charges HouseTigbmes5: $0 Generation (e.g. Solar) 0.0 So Total: 116.6 $1,794 Homo Feature Summary Home Type: Single family detached ModeE 551`3-234303] Community: Station 53 Conditioner! Floor Area: 4,207Rt Number of BHtmmi 4 Primary Heating System: Hurnam. Natural Gas. 963 AFUE Primary Coaling System: Air Conditioner. ElttO1c. 13 SEER Primary Wates Heating: Residential Water Heater. Natural Gas. 0.95 UEF HouseTigbmes5: 1864CFM50(2.72ACH50) Ventilation: 96 CTM. 15 Warts Hurt leakage to Outside: 46 CFM 625N (1811100 fia Abuee Grade Walls: R-23 Ceiling: Atffq 838 WlndowType: U- Value 03, SIEGE: 033 FoundationWalh R-13 This home meets or exceeds the criteria of the following: ENERGY STAR v3.1 ENERGY STAR v3 2015 International Energy Conservation Code Rating Completed by: Energy Rani Writ RESNETID: 8964221 Reting<ompnry: EnergyLogic PO Box N, Minimal CO 80613 (970)5560839 Ra6rlg Prose ert Energywglc PO Box N, Berthord, CO 80513 (970) 5560839 /" I" L 4cesek._ Mark Lane, CertlBed Energy Rater Digitally signed 4/1821 at 7:42 AM ENERGYSTAR Builder/Developer: Wonderland Homes Permit DalelNumber: Romamnil Address: 5386 Plerson City Wheal Ridge, CO 80033 Rating company: EnergyLOgic Rater ID Number: 8664221 Rating Date: 2021-11-22 Oversight By: RESNET ProgmmlVel9lon Number: 3.0 MIS value IS nor Intended m be Abend Imisede comPllance. Standard Features of ENERGY STAR Certified New Homes and Apartments Your ENERGY STAR cercfied now home or apartment has been designed, aonYMuah and independency verified to meet n cross requirements for energy efficiency set by the U.S. Environmental Protection Agency (EPA), Including: Thermal Enclosure System Water Management System AwIhimminrmalenGCSure syAem lNtlnGWes Amnam icand walamana3emenlsYZlembPrNecilwh, onduphyst thsTprebemXe arseafoA AuelnyirSmletl msulebon, and wala.aM laMeliom. hiighh-Wnodeing Rindom m deliver impmval mml^n and Wilily bills. na9iM. a dMNnagS Elate, and The gralirgbmrvewaler It for Ne mN N Ne ground aha the n mq mom lna nms rc Air lrMlmllon Teal: 1864 CFM6012J2 ACH60) building. Pmeant mauiadn funned center-mu=Manor ale on Mlorvyrada was aha uMW"h situs Is rt m O rung: RI FIwo R-60 09"nmltorwalarentMNe Mmea Wiping. WtlI:R-23 Both: R-0 Mmygv eM W noiaWrelbeln in bull mbnak dunq mneF n. PrimryWMdow EabMmr. 4MIue: 0.3 MGC: 0.33 Herring, Cooling, and Ventilation System Energy Efficient Lightng and Appliances Ab ignR and dingeled amling, and venfilatiansMemlhrt004 Emgy hghlprcMp§b nreNm Niliry bilk, rvM1de • A tlnigne]andinsaing, abardingapalalitan Smalpar mhghyualilypMommnceTCW Dust"a p: Ouq Laeke0eb4410ewe:Engrg, mkNM UgMry: 100% �9v1I does go 26P9aplRea lap CFMQ2aPa 11.81 H0ENERGY UM CenMW Appliances and Fane: PrlmsyHnL^gl1 yakm Type • Feel Typ•ElFicenryl: Rehiperebn:0 NSM1wuM1en:O Furnace• Natural Gab• 90.S AFUE Ceiling Fans:0 &Mom Fans:1 Pml Cooling lSymm Typ• Fusel ryp• EMnmryl: Primary Wale Heabr (System Type- Fwl rypa• Efficiency)' At Conditioner• Electric • 13 SEER Residential Walter Heater• Natural Gas• 0.95 USE Mose home Ventilation Typ)System Typed Exhaust Only My QI fl m,aeik In, nmim Inared MatioulgCSs e.arst m...r.orastew.maoi Man od yMdwMea Me �bm ME lotsawn mgmented to me law Meruvy USbutmvomaw Now o maamm wmw aemoavnre home wmmnwiraaP I°^ebrip yearmw mas Set the manums two in earn Mor, N ot geed mwripe�p am� addy, me ryriwieveewre net or YgoNmdw, repeonme, and en prcnuaonNla mt6Mn Re Now) to nay •nn auauarSneniee aenr`e 301, Exxon rn i�ae wiu ie mwm.elwminmvaN epaunrM1may No remttv enter, but ser Pouse untwmnerPommmmw. Ekobcoe RATER - Verson 3 2 4.2]99. keseHome Homest Hom¢nam nM�6as6xlxan2eModsze"s's"i a m MIS value IS nor Intended m be Abend Imisede comPllance. Standard Features of ENERGY STAR Certified New Homes and Apartments Your ENERGY STAR cercfied now home or apartment has been designed, aonYMuah and independency verified to meet n cross requirements for energy efficiency set by the U.S. Environmental Protection Agency (EPA), Including: Thermal Enclosure System Water Management System AwIhimminrmalenGCSure syAem lNtlnGWes Amnam icand walamana3emenlsYZlembPrNecilwh, onduphyst thsTprebemXe arseafoA AuelnyirSmletl msulebon, and wala.aM laMeliom. hiighh-Wnodeing Rindom m deliver impmval mml^n and Wilily bills. na9iM. a dMNnagS Elate, and The gralirgbmrvewaler It for Ne mN N Ne ground aha the n mq mom lna nms rc Air lrMlmllon Teal: 1864 CFM6012J2 ACH60) building. Pmeant mauiadn funned center-mu=Manor ale on Mlorvyrada was aha uMW"h situs Is rt m O rung: RI FIwo R-60 09"nmltorwalarentMNe Mmea Wiping. WtlI:R-23 Both: R-0 Mmygv eM W noiaWrelbeln in bull mbnak dunq mneF n. PrimryWMdow EabMmr. 4MIue: 0.3 MGC: 0.33 Herring, Cooling, and Ventilation System Energy Efficient Lightng and Appliances Ab ignR and dingeled amling, and venfilatiansMemlhrt004 Emgy hghlprcMp§b nreNm Niliry bilk, rvM1de • A tlnigne]andinsaing, abardingapalalitan Smalpar mhghyualilypMommnceTCW Dust"a p: Ouq Laeke0eb4410ewe:Engrg, mkNM UgMry: 100% �9v1I does go 26P9aplRea lap CFMQ2aPa 11.81 H0ENERGY UM CenMW Appliances and Fane: PrlmsyHnL^gl1 yakm Type • Feel Typ•ElFicenryl: Rehiperebn:0 NSM1wuM1en:O Furnace• Natural Gab• 90.S AFUE Ceiling Fans:0 &Mom Fans:1 Pml Cooling lSymm Typ• Fusel ryp• EMnmryl: Primary Wale Heabr (System Type- Fwl rypa• Efficiency)' At Conditioner• Electric • 13 SEER Residential Walter Heater• Natural Gas• 0.95 USE Mose home Ventilation Typ)System Typed Exhaust Only My QI fl m,aeik In, nmim Inared MatioulgCSs e.arst m...r.orastew.maoi Man od yMdwMea Me �bm ME lotsawn mgmented to me law Meruvy USbutmvomaw Now o maamm wmw aemoavnre home wmmnwiraaP I°^ebrip yearmw mas Set the manums two in earn Mor, N ot geed mwripe�p am� addy, me ryriwieveewre net or YgoNmdw, repeonme, and en prcnuaonNla mt6Mn Re Now) to nay •nn auauarSneniee aenr`e 301, Exxon rn i�ae wiu ie mwm.elwminmvaN epaunrM1may No remttv enter, but ser Pouse untwmnerPommmmw. Ekobcoe RATER - Verson 3 2 4.2]99. IECC 2015 Performance Compliance OnergyLogic Property Organization Inspection Status5386 anarotnsir�n,n EnergyLogic 2021-11-22 Wheat Ridgerson , Rader IDR Wheat Ridge, 2080033 Mark Lane Rater (Regist 8666221 E Madel: SSF3 719-263516] RESNrmend) Registered -anon 53 Community: Station 53 (Confirmed) Builder 5386 Pierson CII Wondedand Wonderland Homes Reports Annual Energy Cost Design IECC 2015 Performance As Designed Heating $773 $729 Cooling $153 $131 Water Healing $16B $168 Sul3Total- Used to determine compliance $1,094 $1,028 Lights & Appliances $856 $837 Onsite generation $0 $0 Total $1,950 $1,884 Requirements apE3 Performance eased assurance pmsea ISM tx ® R402.412 AY remain Testing A'reealingis3RACHaISOPa. Xmuslmv¢M300ACHa150Pa. ® Fina5 Area -asserted weasel menhaden SAW R9o25 Amer- weighted average Foremasts UTatlar ® RmorI Liters; Equipment ERrienry ® R4W 6.1 Merhamcal Vennlanon EtXraq Maadabry cmFlisl annual cone requiremnb Nm ere rot mesad by Johnson must be mei 0 ads ora insulation Design exceeds requirements for IECC 2015 Performance compliance by 6.1%. As a And pain eservoir of die rude mnsamon utilteng mesa rephm I awary mm thin emr code control doJmrem has been caused in assonance wn me reguiredemsm Chapter of me adopted Imematonal Energy Coreerva4mCWe man on JEFFERSON Cmnmy r rating Ls Projected I Jerry that me pound error semcea heron a [membra an me board planaspechisesins, and other Jauda4ms saturated wn the permt applbOcnn rating a (enhance I cert), mat the pool am enced abcae has Ices Inapntedeested a no that the rrarpatwy promise m mel ECC hire mons mined to rel or exeer the mint N Ore ECC or eau Le smart as shot Ty another pary Name: Organization: Mark Lane EnergyLogic Digitally signed: 12/18121 at 7:42 AM Electrode RATER- Versbn 3.2.4.27139 IECC 2015 Fora ma Jompenr,reeron alal Rdiron Ekoroa HARRIS ehergr and me ampranre aponmm. Home, RATER ' he RESRET Achill HERS Retire M,l NreaJ6ere Wvetl on tleY erAaMb/EkWrvpmen. Frail diclan¢ on obiliry fur teinbrmtlun dorm on this repo. 5386 Pierson Ct Wheat Ridge, CO 80033 Builder: Wonderland Homes Ceiling Attic, R-38 Above Grade Walls R-23 Foundation Walls R-13 Framed Floor R-50 Slab R-0.0 Perimeter, R-0.0 Under Infiltration 1864 CFM50 (2.72 ACH50) Window U -Value: 0.3, SHGC: 0.33 Building Features Duet Supply R-0.0, Return R-0.0 Duct Leakage to Outside 46 CFM @ 251sa (1.811100 fl ) Total Duct Leakage 91 CFM @ 251da (Rough -In, with Air Handler) Heating Funnel • Natural Gas • 96.3 AFUE Cooling Air Conditioner • Electric • 13 SEER Water Heating Residential Water Heater - Natural Gas • 0.95 UEF M a an pars, enenson a the mile rynferucn uulvig there serarp I mnM their Nie energy real complanre dreamt hes risen entered! In aovrnanre w.N Ine repunenrnu of Claplera of theatered international Energy Conarvanon Chile nosed on ErFFASON Counryraing is proposed, I renay Nae the luldmg share Moral hers a mnsieenl si co ding pace ns, srnrzuons, also other lsavunponssuomma w tier parent apgavngn kation.anvua ea, iwry Be tnttere Maressretererceaaarre has en Irepermmn eed and knee the naidaloryinne sum of the eCC hate seen Naahed torreeluei¢ed the rarer! of Me lI or rvu cerharrel as sur Gyanotheerparty Name: Mark Lane Signature: /lloi lt/r< LQ�al Organization: EnergyLogic Digitally signed: 1211821 at 7:42 AM RATER - Version 3.2.4.2799 IECC 2016 Label 5366 Person Ct Model: SSF3 - 234.3037 Ekotrope RATER - Version: 3.2.4.2799 HERS® Index Score: 55 Ceiling: R-38 Above Grade Walls. R-23 Foundation Walls. R-13 Exposed Floor: R-50 Slab: R-0 Infiltration: 1864 CFM50 (2.72 ACH50) Duct Insulation: Supply: R0, Retum: RO Duct i to Outdoors: 46 CFM @ 251(1.811100 fl' U -Value: 0.3, SHGC: 0.33 Door: R-4 sill Equipment BPS Heating: Fumeos • Natural Gas • 96.3 AFUE Cooling: Air Conditioner • Electric • 13 SEER Hot Water: Residential Water Heater • Natural Gas 0.95 UEF Avera a Mechanical Ventilation: 96 CFM Design Protessio- Air Leakage Report Property Organisation Inspection status OnergyLogic 5386 Pierson Ct EnergyLogic 2021-11-22 Wheal Ridge, CO 60033 Marc Lane Rater ID(RTIN): 8664221 Model SSF3 - 234.3037 719-2435147 RESNET Registered Community: Station 53 (Confirmed) Builder 0.187 5386 Pierson Ct Wonderland Wonderland Homes 79.6 Reports Handier General Information Conditioned Floor Area IfVl 4,207 Infiltration Volume [W] 41,099.47 Number of Bedrooms 4 Air Leakage Measured Infiltration 1864 CFM50 (2.72 ACH50) ACH50(Calmlatetl) 2.72 ELA[sq. in.] (Calculated) 102.52 ELA per 100 s.f. Shell Area (Calculated) 1.031 CFM50(Calculated) 1,864 CFM50/ s.t. Shell Area (Calculated) 0.187 Duct Leakage Mechanical Ventilation Rare [CFM] System 1 System 2 Leakage to Outdoors 46 CFM @ 25Pa 66 CFM @J 25Pa Recovery Efficiency % (1.81 / 1001P) (3.98 / 100 fP) Total Leakage Test Type Rough -In, with Air Rough -In, with Air 79.6 Handler Handier Total Leakage [CFM @ 25 Pa] 91.0 66.0 Total Leakage [CFM25 / 100 s.f.] 3.6 4.0 Total Leakage [CFM25/CFA] 0.036 0.040 Mechanical Ventilation Rare [CFM] 96 CFM Hours per day 24.0 Fan Power 15 Weds Recovery Efficiency % 0.0 Runs at least once every 3 hm? true Average Rate [CFM] 96.0 CFM 2010 ASHRAE 62.2 Req. Cont. Ventilation 79.6 2013 ASHRAE 62.2 Reg. Cont. Ventilation 85.3 Ekosope RATER- Version 3.2.4.2799 uregn,.rete:eaa„e.0 mrereaMexaron.�xa[xm,areawdm.sii:axn krm: nw,,,,.w„a,o.,��n'e�n. Building Summary I NIA Yes BCU Number Cut Floors 2 OnergyLogic PT0PeM Organization Ina,w stsmra °rnrgnlCpccwn 53W Persona Enerel-eac 2021-1122 Has Electric Vehicle Reay Space KMal Rope, CO 80793 Mark Law Rakf lO(WIN)8 1 MWN: ii 23!.303] 7142U5147 RESNET Rmmdea lCm181rna11 Comments encs emen 53 Continuum volume [CU a] 41 W8.<] Neer Tme Urvk in Building 1 5533MM Pl Cl Woni WanwrNnO HdreS Residence Troe Single famiy deleched Numther IX Bodeams I NIA Yes BCU Number Cut Floors 2 R11 GrmerlFull WA Cori onard Fluor Area [W R 1,207 WA Has Electric Vehicle Reay Space No WA 1100 Uncondrel alleclletl ideas? Yes Continuum volume [CU a] 41 W8.<] Tme Urvk in Building 1 Residence Troe Single famiy deleched Flmr Burnham Model SSF3-2%3037 cammunily SNtion 53 RESNETIIIECB 2038 Climate Zana 5B Name LdnryTrya WlllhtAtwuanlls MMftb Omde Parlmamr b mm debMi OnINm 2mc N13G 1 8 1C1 Epnxa Fill CaMNawaSmre unllmshm R11 LYdM rum 1 8 22 Fye2a Founder furpllbwa5mre 24oc R13G1 WA NIA Yes BCU 1300 NIA R11 GrmerlFull WA WA 'As NA WA 1100 s Name YCII Conibu �: Y InsulaY@ InmlaOmmedth n lnsuhtlonOspton Insularl Wlw marmalBnaY EhuesXSR-vaWa 1 Building Summary R Pem Oipanlalun Inapemen6mma OnergyLogic 53W Rel C1 Ener Lplc M2111ere�gelCpeewn KMal Rppe, CO 8M33 MaA Lam Rale lO(RNN) 6664221 MWN: 35F3-2UM37 7142U5147 RESNE RegmmeJ lCullpnnell C munlly Sialun 53 9uNMr 5erson Cl WonueNM amaMILAd HMee 3Mna 6520W LM MIRMM. xmMM 12 R5016 C 41503 x.. IaNmry a amaeoaea Lowman RlMull R330 2%8M Exaased E�temr Gaffe EpmeaE mf arage2S LNumtlMe].a1d11mNpa�e R330 36.3M aS R23 2C eC aw FlMryIMdz R330 33M Name Yararyry wmnCebr wnoma bemen NI ea WIN 2S 216 R23 2C 0C@ FMryIaM, NeJium 2.5336W EpmeaE mf arage2S aS R23 2C eC aw FlMryIMdz Nladum 3266T l MMHMMA avaMm gavage (me 2 R1 5 2C o 6mn RmFo2sA Nladom 212m am 2 Building Summary ADAM OManlvlbn 53W pwI C1 Enel Lu91C KMaI Pp9e, CO 8W33 MaA Lam AWN: MF3-334.W37 7142 495147 Cwnnnunlm SWISS 53 033 31� BMNrt Cl WonueNM 4WnhMnOH 53MnSerson INnnap?:A! ]152e AIM FlbCAASS ISOM 6AG26 MagnlleM 3W3 NI ep MIS25 lnapxlbn status erre�g�lcpccwn M21-11 II by 0 RAW IO(WIN)%84221 EMI NESNE Ne9Mee0IUMamc1 033 6AG26 MagnlleM 3W3 NI ep MIS25 1011 balpnmaM Vx Oeptil 0 by 0 PMWm 0 EMI 98 R 033 31� 0310 02S INnnap?:A! NaIXLS-won 3033 Al ea walla 2m 3 VA 3 0 6 F 300? I 2S6 3093 Al ep aa153M SM 0 0 0 MM 1210? Nana Mme u.n0me W33 awo 033 31� 0310 02S INnnap?:A! 3 Building Summary a%9aN 24e 1.415 No Meamm 1415.0m NX[ OnergyLogic FropaM Omfnlawn InapmlwnswWa 53W Immana Energ4aplc M2111eeergelCpc�wn 1]95.1 KMalPpge, CO 8W33 Mark Lam RiW lO(NEIN)%8!9]1 Nh MWN: SSF3-33!.3037 7142U5147 NESNET generated (Unarmed) C nwnlm Stmon 53 another 53Mraerson Cr WonneNM WanhrNna Hereto Mneltobsent Name ucmnropn M11n slgmmAIm Fou cln,a��M anmance anmmcow. summa.a ucaum uaorpRaw From 9cewrP WtlN aWoer;S 09 on Met 240V Bpcsel FAerbr garage a5CIa2ge Eimy Gerage,206 09 a15 xeawm xu.om spam memr Opaqu Nan! ar.a.numcwr a5cameE.my Own snewrmwrm om Vennanem Moratlt a%9aN 24e 1.415 No Meamm 1415.0m NX[ an[ a38EF24eac 1]95.1 No Mealum 1.735.1m Nh Nag OF x4� N Ekpt •ac 4 Building Summary P Pem Oryanlvlbn 53W Pawn Ener Lplc KMal Rdge, CO 8W33 MaA Lam MWN: SSF3-334.3037 7142U5147 C munlly Stmon 53 Eaukhn 553M P,,rson Cl Wonuvann WanaCILAaH Llg merlorFluunaaxht %menorM ugaang % carcnrorghtoRaoeht v e eenoruEn Lighting %QaMegluonaaoeht xaaMeLm ugaena Ngaang Llghtmg ogaang 0 IN 0 1W a 100 I Onsite Generation Librery List bna�Yht OnergyLogic Inaaaoaon gime 0119, ,= M21 11 RaW to(WIN)%Fxzt aESNE Negaolaeg(Unfimrol) Llg merlorFluunaaxht %menorM ugaang % carcnrorghtoRaoeht v e eenoruEn Lighting %QaMegluonaaoeht xaaMeLm ugaena Ngaang Llghtmg ogaang 0 IN 0 1W a 100 I Onsite Generation Librery List bna�Yht Building Summary aaaRM Organization 53W Persona Enelg4ugic Wesal RaIge, CO MDDG Mark Lam MWN: MF3-234.W37 7142U5147 C ruram Stalun 53 41% 0% BUYNar Redone IDeh Nnn.ar.a.M as Ull"Ie1L OnergyLogic Inapammwa arena arergrlcpccwn M21-11 II f Nr¢Js6ere Raley ID (WIN) 81 13SEER424H,U 2 ten RESNET RegulaM (CoiRimetl 41% as Ull"Ie1L 13SEER246TU 2 ten 6% 60% 0% f Nr¢Js6ere Nr caNMn' efu 13SEER424H,U 2 ten M 41% 0% (LMnbnM9[a[e ,cmer eemrn aaTINSAD v,a—,4 61n me 0% CarellbneOSpaee Firm someone 5v,weamv, T—,4 40b o% O% rnlwnoneaspaee Moen reaor9(1) NRE-s4onz me me ,dux mrennne0spare EguigmanlTroe Per Commoner Fuel Type Electric Dismoullon Ty ForaO Nr Motor Type ECM "cable Spaedl C Arg Elmenry 13 SEER Cwing Cepeuy lYBWbI 24 Equipment Ty➢e Furnace Fuel Type Natural Gas Disuibueon Typo Fortae Nr Motor Type ECM(Maneble Speed) Heating Efficiency 88.3AFUE Harbour Capacity Mtuml 58 Use default EAE Yes EAE IM8O11 7464 Equip I glnpmanl Type F.esNeMlel Wats FleMer FuolTyrua Natural Gas Distribution Typo HyJonk Dalusry(Radant) Il of Water EfllcamW 0%UEF Tankless9 Yat 91 Building Summary Prxady 53W Verson Cl KMaI Lam CO 80033 Murder : MF3-23!.3037 Cwnmunlly shier 53 ii Distribution Dsomaoan Tyce I leaung Equipment Contra Equipment Sq. Feet Sewed A Rmum Grilles Supply Duct R Value Return Dud R Value Supply ODUNree IMq Return Dud Area [ay Leakage to Outdows Total Leakage Total Leakage Duct Test Condition Lou Default Flmv Rate Dud Dud Legal Parent Supply Area Per[em Return Area Dun 2 Dud Iuabon Percent Supply Area Parent Return Arm Dud Duct Loyal Patient Simply Area Dud4 Remm Aree Duc15 Don Trarequere PareemSupply sturnmea Duds tiewm Area Dun s Dun Location Percent SUPoly Area Pence Formal m Area Dud6 Dud L Penamd Small Area Regard Return Am Oryanly kin Energ nigic Mark Lam ]19eU51O Fa®ear Laxer system NrmMIMrerL 2,547 2 0 0 68169 2`vC1 56 CFM @ 25Pa D 811100 fl') 91 CFM25 Rougtblin wit At Header Yes Conditani spare 1W LOU Trammel Aping 0 0 Connnioned spare 0 a Condnunad spare 0 0 Condit ned Space 0 0 Conditani spare 0 a OnergyLogic Ina9ammnamra errergrlcpccwn M21-1122 Faker IO (WIN) 9654221 REmt marginal (UnMered) Building Summary Property 53W argue Cl whose Fare, CO 80033 MWN: SSF3-23!.3037 Carte ly Shier 53 ii Distribution System, DSomution Type I leering Equipment Cranium Equipment Sq. Feet Served A Rmum Grilles Supply Duct R Value Return Dud R Value Supply Cold Nree I119 Return Dud Area lay Leakage to Outdoors Total Leakage Total Leakage Duct Test Condition Use Default Flux Rate Duch Dud Legal Petrel! Supply Area Per[ent Relum Area Dud 3 Dud tuabon Percent Supply Area Larger Arpe Dud Duct Location Percent Supply Area Pervem RmurrAree Dud? Dud ttta0on Percent SupplyAree Parrcentl:eturnmeas Dud 5 Dun Lomflon Percent SuPoly Area Percent Return Area Dud Dud Loa4on Percent Supply Area Percent Rmum Area Oryanlvlbn Enerm'Lupic Mark Lam ]19eU51O Pappal Lipper system 1860 iMrlmu 180 2 0 0 498 Led 88 CFM @ 351oa (3981100 fl') CFM25 Ro Roumulry wit Nr Handler Yes Conditioned spare 10 to Age: (wen ventm) 90 90 Condemned spare 0 a Terminal Spare a 0 Condit ned space 0 0 Conditani spare m a Hes Ceiling Fen No CRT Par Wml LOU Water Future Type OnergyLogic Inapenann aMma errergrlcpccwn M21-1122 55 Nakf IO (WIN) 9654221 No RESNET aegomm (Compared) No Water Future Type Lax -flow Use Default Hot Wmer Pppe LengN No Hot Wetx Rpe LengN Ie) 55 At Least R3 Pipe Insulation? No Hot Wma Ran¢ulatpn System? No Preponderant System Pipe Loop LengN IflI 170 Drain Waller Heet Recovery? No Building Summary PwRM Organization 53W lawman a Enerel-ogic yrMal Edge, CO 80733 Mart Lam Road SSF3-234.3037 7142U5147 C munlm Station 53 Yes Defmults Type Butter Rerbns Cel OnergyLogic Ina9enitn BhWa errergrlcpccwn M21-11 II T rCmtraLs Naka lO(WIN)%Fx21 No RESNET Regulated (CuiRmiatl Yes Cel 28173913 Fuel Type Electric Fleq Woman T rCmtraLs Is Oulside Conditioning Spare No Clothes Dryer Aveileble Yes Defmults Type HERS Releren® WWI Energy Ratting 48i~eer Moral Gas Cost $2300 Elxlrc Role $O Lei Gas Rate $069melm Cawrty 32 Imef 0 80736842 Delnulls Type Ithowum ERloenry Is Outside Condifwne] Spare No Clolbes Washer Aymbbe Yes Programmametllenceslat? Yes RangelOven Fuel Nalu21 Gas Is Uutace Comatimium! Spaces No Programmametllenceslat? Yes RangelOven Fuel Nalu21 Gas Cony on Orin? No InduMn Rene? No RangelOven Outside CondNmed Spaced No Refrigerator Consumption 727 kYNJYear ReFlgeretm Oulspe Conditioned Spsei No Notes RESNET HOME ENERGY pnergyLogic RATING Standard Disclosure 're�g&g«� For homes) located at: 5386 Pierson Ct. Wheat Ridge, CO Check the applicable disclosure(s): [V 1. The Rater or the Raters employer is receiving a fee for providing the rating on this home. V2. In addition to the rating, the Rater or the Raters employer has also provided the following consulting services for this home: JeA. Mechanical system design jeB. Moisture control or indoor air quality consulting W[C. Performance testing and/or commissioning other than required for the rating itself WD. Training for sales or construction personnel []E. Other(specify) LV3. The Rater or the Raters employer is: LIA. The seller of this home or their agent []B. The mortgagor for some portion of the financed payments on this home lec. An employee, contractor, or consultant of the electric and/or natural gas utility serving this home []4. The Rater or Rater's employer is a supplier or installer of products, which may include: Products Installed in this home by OR is in the business of HVAC systems []Rater []Employer []Rater []Employer Thermal Insulation systems []Rater []Employer []Rater []Employer Air sealing of envelope or dud systems []Rater []Employer []Rater []Employer Energy efficient appliances L]Rater []Employer []Rater []Employer Construction (builder, developer, construction contractor, etc) []Rater []Employer []Rater []Employer Other (specify): []Rater []Employer []Rater []Employer []5. This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for Sampling' of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). Rater Certification #: 8664221 Name: Mark Lane Signature: /t /" L a.. Organiution: EnergyLogic Digitally signed: 12118/21 at 7:42 AM I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality central provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https://standards.resnet.us The Home Energy Rating Standard Disclosure for this home Is available from the rating provider. RESNET Form 03001-2 - Amended March 20, 2017 !14jerrIll3iS1[i Property Organization 5386 Pierson Ct EnergyLogic Wheat Ridge, CO 80033 Mark Lane Model: SSF3-234.3037 719-2435147 Community: Station 53 U -Value: 0.3, SHGC: 0.33 Heading Builder 5386 Pierson Ct Wonderland Wonderland Homes Reports 5.3 OnergyLogic Inspection Status 2021-11-22 Rater ID(RTIN): 8666221 RESNET Registered (Confirmed) RESNET Confirmed Rating Normalized Modified End -Use Loads (MEW / 0.026 year) 0.052 Category 2006 ECC 50% As Designed R-0 Target U -Value: 0.3, SHGC: 0.33 Heading 39.6 42.1 Cooling 4.3 5.3 Total 43.9 47.4 Building Features Ceiling U: 0.026 Wall U: 0.052 Framed Floor U: 0.024 Slab R: R-0 Glazing Properties: U -Value: 0.3, SHGC: 0.33 Envelope Loads (MEW / year) Category 20061ECC As Designed 90% Target Heating 71.3 56.7 Cooling 7.7 7.8 Total 79.0 64.5 Heating System: Furnace • Natural Gas • 96.3 AFUE Cooling System: Air Conditioner• Electric• 13 SEER Duct Leakage to Outside: 46 CFM @ 25Pa (1.81 / 100 R') This home DOES NOT MEET the requirements for the residential energy efficiency tax credit under section 1332, Credit for Construction of New Energy Efficient Homes, of the Energy Policy Act of 2005. Name. Organization: Mark Lane EnelgyLogic Signall /ti" L 4iN Digitally signed: 12/18121 at 7:42 AM Earl RATER- Version 3.2.4.2799 uresuv.rea:man e.um�a xx sno-on..:n.[xm,areawd,n.sii:ary krm: ak,m.tion aF�an�n'erepwi. From: no-reolv(alci.wheatridae.co. us To: CommDev Farm is Subject: Online Form Submittal: New Residential Construction Date: Friday, March 19, 2021 1:36:02 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 5386 Pierson Court Property Owner Name GH Colorado, LLC Property Owner Phone 7205051880 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email metcalf@wonderlandhomes.com Address Attach City of Wheat City of Whet Ridae Payment Form - GH Colorado, LLC.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name GH Colorado LLC What is your role in the Property Owner project? Contact Phone Number 7205051880 (enter WITH dashes, eg 303-123-4567) Contact Email Address metcalf@wonderlandhomes.com for Plan Review Comments Retype Contact Email metcalf@wonderlandhomes.com Address DESCRIPTION OF WORK Detailed Scope of Work - Example: New single family home with 2 car attached garage Square Footage of New Construction Upload Proof of Submission to Water Department Upload Proof of Submission to Sanitation Department Upload Soils Report Engineering Letters and Other Letter Size Attachments Energy Calcs Construction Plans scanned on 11'x17" or larger Project Value (contract value or cost of ALL materials and labor) Station 53 - New single family detached home with attached 2 car garage - 3014 sq ft total (131/1-ot 10) 19181E! 2021.02.16 Tan Aoolication Soreadsheet.odf Quail Run Block 1. Lot 10 .Ddf 2021-0319 Station 53 SFD SF3 CR 5386 Pierson Ct.. Lot 227459 „=as 36=,== = Valuation Change SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for tach Metcalf Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. 5) DENVER WATER PAYMENT AND SERVICE LINE DIAGRAM IS REQUIRED WITHAPPLICATION —ANY USE OF WATER FROM THIS TAP IS PROHIBITED UNTIL THE METER HAS BEEN SET AND INSPECTED. Application will not be accepted until items 1-4 are fully completed and signed. 1. Property Information Mailing Address: Property Address: GH Colorado LLC 11130, 11122, 11114, 11106 W 53rd drive City: Bldg./Unit #: City: Zip Code: TX Wheat Ridge 80033 Subdivision: Block: Lot: Lot Size (Sq.Ft.): Station 53 15-18 2 Date: 3/8/21 This license application for a3/4" -inch tap is being applied to serve: (pick one) tap size ❑ Single Family Residence (One tap, one structure) ❑ Multi -Family Residence (One tap, one structure, multiple units) Number of units: ❑ Mixed use building (One tap, one structure —commercial (sgft): residential(u nits): ❑ Commercial type of business: ❑ Irrigation Only square feet ofirfigab/e area: ❑ Fire Protection Only ❑ Other, please explain ❑ Non -potable please indicate type of use: Additional water uses at property Will this tap serve irrigation at the property? yes m no ❑ Are there additional sources of water at this property (well, ditch, etc.)? yes ❑ no m If yes, what is the additional source? Will any of these uses occur at the property? ❑ NFPA 13R ❑ NFPA 13D ❑ Cooling tower ❑ Green roof ❑ Grow house facility ❑ Commercial laundry on-site ❑ Carwash facility on-site Any variation in the above described water usage could result in additional fees, fines, and/or interruption of water service. 2. Owner Information ❑ Property Owner J11 Authonzed Agent Name/Company: Mailing Address: GH Colorado LLC 15725 N Dallas Parkway,Suite City: State: Zip Code: Addison TX 75001 Phone Number: Print Name: 720-505-1880 Zach Metcalf signature ofowner or authorized agent: Date: 3/8/21 APPLICATION FOR WATER SUPPLY LICENSE Denver Water Personnel Only Application Date' Premise ID Tap/Plan ID Number: 3. Cross -Connection acknowledgment This water service may require a backflow prevention assembly (BFPA). Please call Denver Water's Cross Connection Control group at 303-628-5969 to determine the type, model, size and location ofthe BFPA. Failure to install a BFPA in accordance with Denver Water's Engineering Standards may result in re- inspection charges and added construction cost pnorto setting the meter. I have read and understand the above statement regarding the BFPA itials a. uisuiuuroi II UULbIUU IAIV d UUU[ILV UI If property to be served is Outside City & County of Denver, the Distributor must complete the following (print form and obtain Distributor's signature): I authorize a 1 -inch tap to be attached to She Distributor Representative's Signature and title Name of DefflNuor Contract number Date facilities. This Water Supply License application is made under and subject to the following conditions: • This License application is subject to the Charter of the City and County of Denver acting by and through its Board of Water Commissioners ("Board"), Operating Rules and Engineering Standards as they may be changed from time to time. When approved by the Board, this document constitutes a License to receive water service at the above property address within its legally described boundaries from the system owned, operated or served by the Board. The OWNER/AUTHORIZED AGENT is the owner ofthe premise described herein or is the authorized agent of the owner. Water service is limited to water available underthe conditions which exist from time to time. The Board DOES NOT GUARANTEE to maintain conditions such that the premise can receive uninterrupted supply ofwater. The Board accepts no responsibility for the size, connection, pressure, location, or method of operation of any distribution mains or service lines not owned and operated bythe Board. The tap must be reasonably sized in relation to the size and use ofthe licensed property in thejudgment of Denver Water. Charges due accrue against the property. Water service may be suspended whenever any charge is past due. Service may also be suspended, and this License may be deactivated or revoked forviolations of Denver Water's Operating Rules. OWNER/AUTHORIZED AGENT agrees to pay such rates, fees and charges, as established by the Board from time to time. The OWN ER/AUTHORIZED AGENT understands the Water Supply License must be activated as required in the Operating Rules and Engineering Standards of the Board in order to receive water. property is inside the City & Cour of Denver, contact Denver Waste Water Management Office at 303-446-3500 for information and charges for your waste water service. 4017f/4/2019 Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division Y APPROVED BY: DATE: 3/25/2021 COMMENTS: Complies With approved SDP and master plans One (1) tree in front yard required Front porch setback encroachment permitted per 26-611 No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. USE CITY'S STANDARD FORM. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to issuance of a C.O. If landscaping cannot be installed prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. Reviewed by the City of Wheat Ridge ► A , Engineering Division APPROVED Jordan Jefferies BY: DATE: 3/31/2021 COMMENTS: A grading certification with ILC or updated CCP required prior to CO O N O N 2 w W i � � c� it ' J a � N o j M N s v a 1 3 U 0 1— w LU J .0 PER TRACT A SITE PLAN - SFD SCALE: 1 " = 30'-0" i W. 54TH AVENUE W. 53RD DRIVE 4>- W. 53RD PLACE TRACT E TRACT B TRACT E 10'-0 F. S. X s LO1U5 U) s' -o° P.U.E. 15'-0" R.S. 5386 PIERSON CT. Cn02 I d� TRACT A SITE PLAN - SFD SCALE: 1 " = 30'-0" i W. 54TH AVENUE W. 53RD DRIVE 4>- W. 53RD PLACE TRACT E TRACT B TRACT E 10'-0 F. S. X s LO1U5 U) s' -o° P.U.E. 15'-0" R.S. 5386 PIERSON CT. Cn02 North ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com TRACI D O O 00 U ° 0 J (n _O Q W O U 2 Q W � 43 00 (n70 04 N J M Q O W .j W a a p North ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com W A 0.0 -- ME 0-21874 X . DRAWN BY: MM CHECKED BY: CE PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: SITE PLAN SHEET NUMBER: A000 M O O 00 U o 0 J (n _O Q W O U 2 Q W � O _ 00 (n70 04 N J M Q O W .j W a a p }; C)o Z U C: �: U) L V � (C) 00 M W A 0.0 -- ME 0-21874 X . DRAWN BY: MM CHECKED BY: CE PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: SITE PLAN SHEET NUMBER: A000 ti Lo N O N O M N Co J O N O N U Z Z C7 N LU 0 0 0 LU LU N LU x c� J J a 0 H (7 a O U U F.O.S. F.O.S. C6 O I I I I I I I I I I I I 2 I A102 -CR I I I I I I I I I I I I I I I I I I I I I I I I I I I I C N O O LL L -- FOUNDATION PLAN - OPT. GARAGE SCALE: 1/4" = 1'-0" F.O.S. 34'-0" 16'-11 1/2" 17'-0 1/2" F.O.S. 21 '-0" 34'-0" 1' 13'-0" OPT. FINISHED BASEMENT FLOOR PLAN SCALE: 1/4" = 1'-0" PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE 32 TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com U KK CHECKED BY: SH PROJECT NO: J ISSUE DATE: 03/19/2021 REVISIONS: J M M M o Lo 00 Z 0 7CO O 0 L O U Cl) 2 a--+ 0 Z O M J co 04 z LU t W 0 Z �z 0 o0 U) L W 0- 00 Z � O 3: 0-2187 �o 141 DRAWN BY. KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: OPT. FINISHED BASEMENT PLAN SHEET NUMBER: A1 02 -CR F.O.S. A111 -CR 1'-6" ol 14'-0 1/2" 1'-6" ol F.O.S. 2 F.O.S. 911 911 91, 34'-0.. C6 - - - - - - - - - - - - - C6 O O F LL - _ 3'-6" EQ EQ 3'-6" 5'-0" 7'-0 1/2" 5'-0" 2 a� �? - ---- - - - - --------- - - - - ----- - - - - -- 14 ' I O - 2040 FX (2) 2660 SH 2040 SH I I t o COVERED PATI-O"I I 1 - _ , • - • -",�;� '-•- • '•- •." - •- -.• -.- PDRcl I rn 9'-0"CLG. I 1 Co CD I I Co 11'-2 1/2" _F -------- 11 lol N 1 N 3SLl 1 - - - - - - - - - - - - - - - - C? STUDY N 2'-11/2" ' 9'- 0" CLG. ? 6080 SL (2) 2660 SH cj1 F� ~ N 2880 C F.O.S. --------------------------------------- co C N 2 COVERED PATIO OPTION N FULL LITE 101 Lo � DOOR ISI N 103-C SCALE: 1/4" = 1'-0"r 2668 IoM I GREAT ROOM N 16) N 6 9'-0"C G. OPT. -- I ------I- --- REF. -' WINE + N 15) N 29 17'-21/2" CV = C? Lo Lo N M N 0 3'-101/2" 6'-9" co 2'-1 1/2"l, 2'-4 1/2" 1'-0"I �* Cl) �7100 I I 11 1 N (o II 1 N N N I I �r o 1 O 1 OU �N, 5S 31 � 0 1 ° 1L1 1R 1S N O II I II I I 2 I I A110 -CR o N 16 15) 15 Co o Lo 1 `�°°° - L �1 1 1 DINING N _ Lo T_ w OWNE ' - 9'- 0" C G. _ KITCHEN Co z o ENTRY o N F.O.S. o m o o o_ 9'- 0" CLG. N 9'- 0" Co �C� oal N O Co - 5'-0" 70#o Lo - �t M N M - - =;-- ------fes -------------- " 18 4 1 C? 121) N N -- - -- -• • _ A103 -CR I I ------ - _ _ 7980 CO Co _ " (20 - I 1'-10" 2'-3"� = STEPS AS REQ'D ?0 ----- 22 30680PT�_; DN --- o2 ,FRAME -IN •� I ! - - 6'-10 1/2"'' 1'-9" 4'-5 1/2" (o � ADDITIONAL • `t _ _ _ 1 TWO -CAR M -- N 2X4 WALL j i 3068 OPT i GARAGE - - 0'-4 1 /2 i I OPT. CLOSET --- %r i 1 CLG. VARIES- _ - 11 _ � o - I i,` 1 – I 1 20'-6 1 /2" 6'-2" 2'-4 1 /2" 4'-11 " 1, I Ua 00 co 1 1 - - --- � r~i HALL ��- °° Co --- --- - 9'- 0" CLG. � ti � I I w I Z� 6 ___ rn I�a0 r IN -- — ——— — — — — —— ° ii i -I- - - j N 12 y I 1 1 7'-9" 0'-10 1/2" 4'-5 1/2" � UP— 1 T 0'-4 1/2" 13 0 .. ,I; I o L Co I I 2040 FX TEMP 0 c 2'-1 " 4'-3 1/2" 6-7 1/2" Lo o c N N I I I Z (n - - CO (n - - - - - - O J O O 16080 OH )� z ii - - - - - - ii ii o - - - - - - - - - - -- L[E:�w- 1 L - s F.O.S. 0 10'-6" 10'-6" ole y 4 2 1 /2 CAR GARAGE OPTION 21'-0" 13' Wdol Q 103-C SCALE: 1/4" = 1'-0" 34'-0" o Co No J F.O.S. 1 F.O.S. N a 0")O A110 -CR M � N FIRST FLOOR PLAN "-C SCALE: 1/4" = 1'-0" C6 O PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE 32 TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com U KK CHECKED BY: SH PROJECT NO: J ISSUE DATE: 03/19/2021 REVISIONS: J M M M o Lo 00 Z 0 70 0 O 0 0 0 U W 2 w 0 70 0 O Cl? � CD a) J co 04 z LU t W 0 Z Z3 0 Z 0 o< C:0 U) L 0 W 0- 00 Z Lo O 3: 0-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: FIRST FLOOR PLAN SHEET NUMBER: A1 03 -CR 1 00 Lo N O N O Cl) N CO J O N O N U Z Z C9 N LU 0 0 0 LU LU N W x c� J J a 0 H (7 a O U U C6 O N A111 -CR F.O.S. 2 F.O.S. 34'-0" 16'-11 1/2' 10 17'-0 1/2" EQ EQ 2'-9 3/4" 8'-8" 5'-6 3/4" Lo (3) 3060 SH EGRESS C6 O PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com v� 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE Lo N iv o 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS I � 80 3 CONCRETE SLAB, PER STRUCTURAL PLANS 80I 4 COLUMN PER STRUCTURAL PLANS MASTER 5 FURNACE, COORDINATE W/ MECH. BED�OOM 2040 SH 2040 SH 6 WATER HEATER, COORDINATE W/ MECH. 6' VOL.ICLG. 7 FLOOR DRAIN I 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. IF 15 0 _ 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING O N 10 WALL FURRING W/ INSULATION iv ti 11 22" x 30" ATTIC ACCESS HATCH U Cf)MASTER BATH J �t 12 WOOD STAIRS, FINISH PER BUILDER J ti 9'-0"CLG. Lo I o IL 13 WOOD HANDRAIL, PER APPLICABLE CODES N 19'-3" 3'-9 1 /2" (.0 6'-2 1/2" 4'-9" 2 C:) w 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER j M 2668 N 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS MO -J- 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 1 R 1 S 0 00 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE M O 00 00 - 4a" x 34" 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL �1 , 1 i N N s wER 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES O C? - - 30 N PA 33 20 DWELLING /GARAGE SEPARATION PER APPLICABLE CODES 70 CD Im W.I.C. 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER `� = APPLICABLE CODES O 0 9' - 0" CLG. 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF 0 N Cl) ENCLOSED USABLE SPACE AT STAIRS AND LANDING V W 2R 2S J 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS = CO 0� 24 OPT. 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS O w -- 25 36" COOKTOP � W LppT J 23 OPT. 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS v / D O W 11'-11 1/2" 7'-1 1/2" 14'-11" 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES v / +-+ Z It 28 TUB, PER BUILDER'S SPECIFICATION C J 04 Z O LAU RY 29 36" FRIDGE SPACE c 9' - 0" LG. Co Q CV ~ LOFT o= 30 WATER CLOSET J 2 = BEDROOM 2 0 1 31 36" RANGE w W a Co 9' - 0" CLG. co A110 -CR o 00 9' - 0" CLG. r--- A111 -CR 32 TECH DESK Q Q ao Cl) o 33 SHOWER/PAN PER BUILDER'S SPECIFICATION Lo Lo 34 OPTIONAL PLUMBING ROUGH -IN z 0 O 35 EXTERIOR RAILING, AS REQUIRED Cf) N --- I0I 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS � 11 lol iv J 0 F.O.S. M CD 002668 L, _-_J � IMI M N L 5068 �b'� iv o 2 0'-8 1/2"-,, 1 '-2" 4'-3 1/2" 0'-6" - �* n A104 -CR N 15 F + 2468 Q 00 — — — —Uj FURN. (� N 1R 1S I N B H 2 BEDROOM 4 DN 12 M CD z I o0 I O 28 j� 1 -19'-0"C O 9'-0"CLG. 13 Lo w;SHOW 3 0 N m 0'-" 5'-3 1 /2" 0'-6" o '-3 1 /2' 3'-9 1 /2" 3'-2 1 /2" 10'-3 1 /2" 4'-9" 48" x 32" ER PAN CN LL 2 SHOWER PAN OPT. 104-C SCALE: 1/4" = 1'-0" CO O ILL 34'-0" 34'-0" Co O 0-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: SECOND FLOOR PLAN I "i I 1 F.O.S. A110 -CR F.O.S. SHEET NUMBER: SECOND FLOOR PLAN 104-C SCALE: 1/4" = 1'-0" A1 04 -CR O N O N U Z Z (9 N W D H D D W W CO Q W CD CO x c� 04 J CD a � 0 Cl) N (' CO N � as � U 0 F.O.S. F.O.S. end Floor - T.0 Secon irst Floor - T.( ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS. 2. GRADE LINES INDICATED ARE APPROXIMATE. BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT. PROVIDE POSITIVE SLOPE GRADING AWAY FROM STRUCTURE AT EACH LOT. 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFO. 4. TYPICAL WINDOW HEAD HEIGHT TO BE AS FOLLOWS, REFER TO ELEVATIONS FOR NON -TYPICAL CONDITIONS: BASEMENT: 7'-1" A.F.F. FIRST FLOOR: 8'-1" A.F.F. SECOND FLOOR: 8'-1" A.F.F. 5. ALL MANUFACTURED TRIM AND SIDING MATERIALS SHALL BE PAINTED. 6. ALL EXPOSED WOOD POSTS, BEAMS, AND TRIM SHALL BE PAINTED PER FINISH SPECIFICATIONS. 7. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS. COORDINATE LOCATIONS w/ BUILDER. ELEVATION KEYNOTES - CR ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com F.O.S. L— — — — — — — — — — — — — — — — — — — — — — —I—) 4 LEFT - GARAGE OPT. 110-C SCALE: 1/4" = V-0" Second Floor First Floor - T.O. Plate F.O.S. Second Floor First Floor - T.O. Plate r.c on r.0_Plate .I 0-2187 } �i • p. �. DRAWN BY: KK 1 ASPHALT SHINGLES PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: — OIL— 6 2 3 LAP SIDING W/ 6" REVEAL LAP SIDING W/ 8" REVEAL r , Basement - T.O. Plate — Basement - T.O. Plate — — 4 SHINGLE SIDING J 5 PAINTED TRIM, SMOOTH FINISH 6 BRICK VENEER J M 7 GUTTER - VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN M FIELD WITH BUILDER O 8 GARAGE DOOR PER SPECS M O 9 8'- 0" ENTRY DOOR PER SPECS LO 00 10 ARCHITECTURAL BRACKET O First Floor - T.O. Slab 11 EXTERIOR RAILING, AS REQUIRED — — — — — — — — — — — — — — — — 0 — — Basement - T.O. Plate O L - • . L 8'-3" L U W z a N 0 II w vi w �_ _ w 0 co Q > a--+ CD ZM 04 � J z _ — Basement - T.O. Slab - - - - - - - w W J ------------------------------------------- i I- a Z 2:1 E-� Z o 0 0 J U) 2 LEFT - CR a) 110-C SCALE: 1/4" = 1'-0" w 0- 00 F.O.S. F.O.S. Z M Ln O F.O.S. L— — — — — — — — — — — — — — — — — — — — — — —I—) 4 LEFT - GARAGE OPT. 110-C SCALE: 1/4" = V-0" Second Floor First Floor - T.O. Plate F.O.S. Second Floor First Floor - T.O. Plate r.c on r.0_Plate .I 0-2187 } �i • p. �. DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: — OIL— — First Floor - T.O.-Slab V I` BUILDING ELEVATIONS Basement - T.O. Plate — Basement - T.O. Plate — — SHEET TITLE: _First Floor - T.O. Slab I — — _First Floor - T.O. Slab —L I I I I I I I I I I I I I I I I I I I— — OIL— — First Floor - T.O.-Slab V I` BUILDING ELEVATIONS Basement - T.O. Plate — Basement - T.O. Plate — — — _ -. _ "' = Basement - T.O. Plate FRONT - GARAGE OPT. SCALE: 1/4" = V-0" (__1� FRONT - CR 110-C SCALE: 1/4" = V-0" SHEET NUMBER: A1 1 0 -CR 0 N 0 N U Z Z N W D H D D W W N Q W co O in x C7 04 J a � 0 CO NCO (' N � as � U 0 F.O.S. F.O.S. F.O.S. Second Floor First Floor - T.O. Plate II I II I II I I II I KK CHECKED BY: ---------------------------------------------------------------- I � 1 J ISSUE DATE: 03/19/2021 F.O.S. RIGHT - CR 111-C SCALE: 1/4" = V-0" Second Floor First Floor - T.O. Plate iecond Floor S First Floor - 4 A111 -CR First Floor - Basement - T.O. Plate z J d W W U) U) W_ Basement - T.O. Slab ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS. 2. GRADE LINES INDICATED ARE APPROXIMATE. BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT. PROVIDE POSITIVE SLOPE GRADING AWAY FROM STRUCTURE AT EACH LOT. 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFO. 4. TYPICAL WINDOW HEAD HEIGHT TO BE AS FOLLOWS, REFER TO ELEVATIONS FOR NON -TYPICAL CONDITIONS: BASEMENT: 7'-1 " A.F.F. FIRST FLOOR: 8'-1"A.F.F. SECOND FLOOR: 8'-1"A.F.F. 5. ALL MANUFACTURED TRIM AND SIDING MATERIALS SHALL BE PAINTED. 6. ALL EXPOSED WOOD POSTS, BEAMS, AND TRIM SHALL BE PAINTED PER FINISH SPECIFICATIONS. 7. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS. COORDINATE LOCATIONS w/ BUILDER. ELEVATION KEYNOTES - CR 1 ASPHALT SHINGLES 2 LAP SIDING W/ 6" REVEAL 3 LAP SIDING W/ 8" REVEAL 4 SHINGLE SIDING 5 PAINTED TRIM, SMOOTH FINISH 6 BRICK VENEER 7 GUTTER - VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN FIELD WITH BUILDER 8 GARAGE DOOR PER SPECS 9 8'- 0" ENTRY DOOR PER SPECS 10 ARCHITECTURAL BRACKET 11 EXTERIOR RAILING, AS REQUIRED F.O.S. F.O.S. oor - T.O. Second oor -T_O. ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com U KK CHECKED BY: SH PROJECT NO: J ISSUE DATE: 03/19/2021 REVISIONS: J M M M o Lo 00 Z 0 7CO O 0 0 0 Cl) W TO i '�w//J� v J L.1— a--+ 0 Z O M M � a) J 04 z 00-�o W > W a z �z 00 J 0 U) L— a) N W n 00 Z CIO Lo O 3: 0-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: 14 1 BUILDING First Floor - T.O. Slab I — — I— First Floor - T.O. Slab — i — — — — — —First Floor - T.O. Slab ELEVATIONS Basement - T.O. Plate I _ — — — — Basement - T.O. Basement - T.O. Plate RIGHT - COVERED PATIO OPTION SCALE: 1/4" = V-0" REAR - COVERED PATIO OPTION SCALE: 1/4" = V-0" 2 REAR - CR �-C SCALE: 1/4" = 1'-0" SHEET NUMBER: A1 1 1 -CR O N O N 2 w W i � � c� it ' J a � N o j M N s v a. 1 3 U 0 Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division Y APPROVED BY: DATE: 3/25/2021 COMMENTS: Complies With approved SDP and master plans One (1) tree in front yard required Front porch setback encroachment permitted per 26-611 No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. USE CITY'S STANDARD FORM. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to issuance of a C.O. If landscaping cannot be installed prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. Reviewed by the City of Wheat Ridge ► , Engineering Division APPROVED Jordan Jefferies BY: DATE: 3/31/2021 COMMENTS: A grading certification with ILC or updated CCP required prior to CO City of �Wheat�d�e COMMUNITY DEVELOPMENT "REVIEWED FOR CODE COMPLIANCE" d� These drawings were reviewed under the applicable D laws in effect at the time of submittal. Reasonable NI heat effort was exercised in checking for code compliance. p� The stamping of these documents shall not be construed to be a permit for, or an approval of any U _ m violation of state and/or local codes, ordinances or O 00 amendments thereto. ' Plan Reviewer Allen Posey c o ° g Date 04/02/2021 1— w LU J .0 60 TRACT A SITE PLAN - SFD SCALE: 1 " = 30'-0" i W. 54TH AVENUE W. 53RD DRIVE 4>- W. 53RD PLACE TRACT E TRACT B TRACT E 10'-0 F. S. X s LO1U5 U) s' -o° P.U.E. 15'-0" R.S. 5386 PIERSON CT. Cn02 I d� TRACT A SITE PLAN - SFD SCALE: 1 " = 30'-0" i W. 54TH AVENUE W. 53RD DRIVE 4>- W. 53RD PLACE TRACT E TRACT B TRACT E 10'-0 F. S. X s LO1U5 U) s' -o° P.U.E. 15'-0" R.S. 5386 PIERSON CT. Cn02 North ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com TRACI D O O 00 U ° 0 J (n _O Q W O U 2 Q W � 43 00 (n70 04 N J M Q O W .j W a a Ip North ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com W A 0.0 -- ME %. 7 ; €LLJA V,3 0-21874 X . DRAWN BY: MM CHECKED BY: CE PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: SITE PLAN SHEET NUMBER: A000 M O O 00 U o 0 J (n _O Q W O U 2 Q W � O _ 00 (n70 04 N J M Q O W .j W a a Ip }; C)o Z U C: �: U) L V � (C) 00 M W A 0.0 -- ME %. 7 ; €LLJA V,3 0-21874 X . DRAWN BY: MM CHECKED BY: CE PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: SITE PLAN SHEET NUMBER: A000 O N O N ti 1p N O N Cl) N CO J F.O.S. F.O.S. I I I I I I I I I I I I 2 I A102 -CR I I I I I I I I I I I I I I I I I I I I I I I I I I I I C N O O LL L -- FOUNDATION PLAN - OPT. GARAGE SCALE: 1/4" = 1'-0" F.O.S. 34'-0" F.O.S. -1 -1 16'-11 1/2" 17'-0 1/2" 21 '-0" 34'-0" 1' 13'-0" OPT. FINISHED BASEMENT FLOOR PLAN SCALE: 1/4" = 1'-0" PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE 32 TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS �VVheat U• , , `sco ioC ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com U J J M M M o Lo 00 Z 0 7CO O 0 L O U W 2 a--+ 0 Z O M J co 04 z LU t W 0 Z �z 0 o0 U) L W 0- 00 Z � O 3: ��A 0-2187 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: OPT. FINISHED BASEMENT PLAN SHEET NUMBER: A1 02 -CR F.O.S. 1 '-6" 01 14'-0 1/2" 1 '-6" 01 9„ 9„ 9„ O 1 ?-A 1 — ° COVERED PATIO - '414111t — — — — — — — — — — — — — — — — F.O.S. COVERED PATIO OPTION SCALE: 1/4" = V-0" C6 O (n O F.O.S. CV KK = r PROJECT NO: Co 0 CoI 0 Lo zo J N Cl) F.O.S. 2 3'-6" EQ EQ 3'-6" 5'-0" 7'-0 1/2" 5'-0" A103 -CR 14 2040 FX (2) 2660 SH 2040 SH 1 I I PDR I 9'-0"CLG. I I if) I I I o Co I ° I ap 11'-2 1/2" 10 N I 3S I ZV I M STUDY N 2'-1 1/2" 9'- 0" CLG. ° 6080 SL (2) 2660 SH cj------------------------------------ I _ 2880 C C N O N FULL LITE 101 Lo DOOR ioi N 2668 M GREAT ROOM N16) N -6"9'-0"C G. OPT. -- �------�- --- REF. -' WINE+ N 15) N 29 Co 17'-21/2" 0 3'-101/2" 1 1 6'-9" co 2'-1 1/2" 2'-4 1/2" 1'-0"I �* Cl) _ I I N � CIA II 1 N N (" co I I oO IOUI cN, 5S 31 -1 1 C ° 1L1 1R 1S I 2 A110 -CR o N 16 15) 15 Co o `�°6� v �— Jl D I N I N o% L0 1'-6" � w N I-_ ?; N p r � M r CV O 0 r F.O.S. 0 M O L0 0 M CO O ILL PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE 32 TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com U KK CHECKED BY: SH PROJECT NO: J ISSUE DATE: CoI REVISIONS: J M M M o U w l OWNE z () - N KITCHEN 9'- 0" C G. SHEET TITLE: FIRST FLOOR PLAN Z R 0 70 � l ENTRY _ 0 U CO 2 F.O.S. o m p 9'- 0" o o_ 9'- 0" CLG. 0 Z O Cl? M � a) J 04 z N awl C) M Co Z Z3Z OO o< 0 0- N O Co C: 0 U) L 5'-0" Cn co o �n = 00 Z Lo �t M ------fes -------------- 3: 4 N N -- --- 18 1 c�? 121) _ _ 7980 CO — — — — —— — = `' I " (20 — I A103 -CR I I 1'-10" I STEPS AS REQ'D 20 — 04 22 ----- 22 3068 OPT I= — — � 1 _ FRAME -IN '•� i ;t -- TWO 6'-101/2"'-6','� DN 1'-9" 4'-51/2" ADDITIONAL , 2X4 WALL j i _ _ _ 3068 OPT.iII -CAR VARIES OPT. CLOSET r P1441'GARAGE 1 0_ _CLG. 20'-6 1/2" 6'-2" 2'-4 1/21_ "— HALL ��- Co CO I _ _ ' I ' 1 IC:)_ 1 9'-0"CLG. --- --- iv X Lo (o 1 10 1111 N I I i ' —I— 27 L — 7'-9" 0'-10 1/2" 4'-5 1/2" UP 1 T 0'-4 1 /2" 13 °° I 1 1 1 1 o Co Lo 0 I I 1 I 1 2040 FX TEMP 2'-1 " 4'-3 1/2" 6-7 1/2" CD 0 o I NCV I I Z (6 O — — CO J O C6 O — 16080 OH — — — — )� z ii — — — — — — ii ii �- C? -------------- M 1 4 'I W E[E:� 1 J I[ L s n F.O.S. 0 10'-6" 10'-6" 4 2 1 /2 CAR GARAGE OPTION 21'-0" 13'-0" Q Co Ww 103-C SCALE: 1 /4" = V-0" 34'-0" o Co CD _j F.O.S. 1 N Q 0") O A110 -CR M � N 3 FIRST FLOOR PLAN "-C SCALE: 1/4" = 1'-0" 1'-6" � w N I-_ ?; N p r � M r CV O 0 r F.O.S. 0 M O L0 0 M CO O ILL PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE 32 TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com U KK CHECKED BY: SH PROJECT NO: J ISSUE DATE: 03/19/2021 REVISIONS: J M M M o Lo 00 SHEET TITLE: FIRST FLOOR PLAN Z R 0 70 O O 0 0 U CO 2 Lu O 2 0 Z O Cl? M � a) J 04 z LU t W 0 Z Z3Z OO o< C: 0 U) L W 00 Z Lo O 3: n 0-2187 v -x DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: FIRST FLOOR PLAN SHEET NUMBER: Al 03-C R O N O N wo 1 00 1p N O N Cl) N CO J F.O.S. 0'-8 1/2"4, .1 '-2". 4'-3 1/2" 0'-6" 2 SHOWER PAN OPT. 104-C SCALE: 1/4" = 1'-0" Cn O LL N N 0 N r o Eo L0 N r EO N M i A111 -CR F.O.S. 2 F.O.S. 34'-0" 16'-11 1/2" 17'-0 1/2" Lo EQ � EQ 2'-9 3/4" 8'-8" � 5'-6 3/4" Lo (3) 3060 SH EGRESS 34'-0" 34'-0" 1 F.O.S. A110 -CR F.O.S. SECOND FLOOR PLAN 104-C SCALE: 1/4" = 1'-0" cn O LL 1 'jel � A111 -CR PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE 32 TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS o ,k \V heat ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com U J J M M M o Lo 00 Z 0 7CO a o 0 L 0 U W 2 60 a--+ 0 Z O M J co 04 z LU t W 0 D_ Z �z 0 o0 U) L W W Z � O 3: J�7r'k. t i tl I t'i:'i n 0-2187 U' DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: SECOND FLOOR PLAN SHEET NUMBER: A1 04 -CR O N O N 2 w Q W CD fA x c� 04 J CD CV a 0") 0 Cl) N (' CO N � as � U 0 F.O.S. F.O.S. F.O.S. 4 LEFT - GARAGE OPT. 110-C SCALE: 1/4" = V-0" Second Floor First Floor - T.O. Plate First Floor - T.O. Slab Basement - T.O. Plate 2 LEFT - CR 110-C SCALE: 1/4" = 1'-0" F.O.S. Second Floor First Floor - T.O. Plate First Floor - T.O. Slab Basement - T.O. Plate FRONT - GARAGE OPT. SCALE: 1/4" = V-0" F.O.S. C_p end Floor - T.0 Secon irst Floor - T.0 =irst Floor - T.( 3asement - T.O. Plate Basement - T. z w w U) U) w ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS. 2. GRADE LINES INDICATED ARE APPROXIMATE. BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT. PROVIDE POSITIVE SLOPE GRADING AWAY FROM STRUCTURE AT EACH LOT. 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFO. 4. TYPICAL WINDOW HEAD HEIGHT TO BE AS FOLLOWS, REFER TO ELEVATIONS FOR NON -TYPICAL CONDITIONS: BASEMENT: 7'-1" A.F.F. FIRST FLOOR: 8'-1" A.F.F. SECOND FLOOR: 8'-1" A.F.F. 5. ALL MANUFACTURED TRIM AND SIDING MATERIALS SHALL BE PAINTED. 6. ALL EXPOSED WOOD POSTS, BEAMS, AND TRIM SHALL BE PAINTED PER FINISH SPECIFICATIONS. 7. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS. COORDINATE LOCATIONS w/ BUILDER. ELEVATION KEYNOTES - CR 1 ASPHALT SHINGLES 2 LAP SIDING W/ 6" REVEAL 3 LAP SIDING W/ 8" REVEAL 4 SHINGLE SIDING 5 PAINTED TRIM, SMOOTH FINISH 6 BRICK VENEER 7 GUTTER - VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN FIELD WITH BUILDER 8 GARAGE DOOR PER SPECS 9 8'- 0" ENTRY DOOR PER SPECS 10 ARCHITECTURAL BRACKET 11 EXTERIOR RAILING, AS REQUIRED F.O.S. (__1� FRONT - CR 110-C SCALE: 1/4" = V-0" r.c on r.c T.( r.0_Plate ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com U J J M M M o Lo 00 Z O 70 O O L 0 U Cl) 2 wCY) O _ D M M < � 0� CD � J W 04 z W > 0 a z �z OO J 0 U) L a) W 0- 00 Z Lo O 3: E J�7r'k. 0-2187 "'- �� •U• v DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER A1 1 0 -CR 0 N 0 N 2 w Q W Cl) O in 04 J CD a � 0 Cl) N (' CO N � as � U 0 F.O.S. F.O.S. F.O.S. Second Floor First Floor - T.O. Plate First Floor - T.O. Slab Basement - T.O. Plate RIGHT - COVERED PATIO OPTION SCALE: 1/4" = V-0" II II II II II I J F.O.S. RIGHT - CR 111-C SCALE: 1/4" = V-0" Second Floor First Floor - T.O. Plate First Floor - T.O. Slab Basement - T.O. Plate REAR - COVERED PATIO OPTION SCALE: 1/4" = V-0" iecond Floor S First Floor - 4 A111 -CR First Floor - Basement - T.O. Plate Basement - T.O. Slab z J d W W U) U) W_ ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS. 2. GRADE LINES INDICATED ARE APPROXIMATE. BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT. PROVIDE POSITIVE SLOPE GRADING AWAY FROM STRUCTURE AT EACH LOT. 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFO. 4. TYPICAL WINDOW HEAD HEIGHT TO BE AS FOLLOWS, REFER TO ELEVATIONS FOR NON -TYPICAL CONDITIONS: BASEMENT: 7'-1 " A.F.F. FIRST FLOOR: 8'-1"A.F.F. SECOND FLOOR: 8'-1"A.F.F. 5. ALL MANUFACTURED TRIM AND SIDING MATERIALS SHALL BE PAINTED. 6. ALL EXPOSED WOOD POSTS, BEAMS, AND TRIM SHALL BE PAINTED PER FINISH SPECIFICATIONS. 7. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS. COORDINATE LOCATIONS w/ BUILDER. ELEVATION KEYNOTES - CR 1 ASPHALT SHINGLES 2 LAP SIDING W/ 6" REVEAL 3 LAP SIDING W/ 8" REVEAL 4 SHINGLE SIDING 5 PAINTED TRIM, SMOOTH FINISH 6 BRICK VENEER 7 GUTTER - VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN FIELD WITH BUILDER 8 GARAGE DOOR PER SPECS 9 8'- 0" ENTRY DOOR PER SPECS 10 ARCHITECTURAL BRACKET 11 EXTERIOR RAILING, AS REQUIRED F.O.S. F.O.S. 2 REAR - CR �_C SCALE: 1/4" = 1'-0" Whea s� t U `4(v r` Cilair)g 5V4 oor -T_O. Second oor -T_O. loor - T.O. ent - T.O. Plate ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com U J J M M M o Lo 00 Z 0 7CO O 0 0 0 Cl) W TO i '�w//J� v J L.1- a--+ 0 Z O M M � a) J 04 z W > t W 0 a z �z 00 J 0 U) L N W n 00 Z Lo O 3: 0-2187 �"'- p DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 03/19/2021 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER A1 1 1 -CR GENERAL NOTES 1. THESE DRAWINGS ARE "BUILDERS PLANS" INDICATING GENERAL DESIGN INTENT ONLY. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE ANY ADDITIONAL CONSTRUCTION DETAILS REQUIRED ANDTO DICTATE METHODS OF CONSTRUCTION. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS BETWEEN MATERIALS OR COMPONENTS. THE BUILDER SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS INCLUDING ALL EXISTING GRADES AT THE SITE. 2. THIS IS A CUSTOM DESIGN, THESE PLANS MAY NOT BE USED ON ANY OTHER SITE WITHOUT THE ENGINEER'S PRIOR, WRITTEN APPROVAL. 3. ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY THE ENGINEER SHALL CONSTITUTE ACCEPTANCE OF RESPONSIBILITY BY THE BUILDER AND OWNER OF THAT CHANGE. 4. THE BUILDER/CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. 5. UTILIZE DETAILS AS APPLICABLE. 6. DISCHARGE ROOF DOWNSPOUTS AND ALL OTHER WATER COLLECTION SYSTEMS WELL BEYOND THE LIMITS OF THE BACKFILL, A MINIMUM OF 5 FEET. 7. FRAMER RESPONSIBLE FOR BACKOUT FRAMING REQUIRED AT PLUMBING AND HEATING RUNS & CHASES. DESIGN PARAMETERS DESIGN CODES: 1. IRC 2018 2. ASCE7 3. AISC STEEL CONSTRUCTION MANUAL 4. ACI BUILDING CODE 318 DESIGN LOADS WITH LOCAL AMENDMENTS: 1. SEISMIC LOADS 1.1. IMPORTANCE FACTOR: 1.0 1.2. SITE CLASS: D 1.3. Ss: 0.192 g Sr: 0.06 g 1.4. SPA: 0.204 Sp r: 0.096 1.5. DESIGN CATEGORY: B 1.6. STRUCTURAL TYPE: LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE 1.7. RESPONSE MOD FACTOR (R): 6.5 1.8. SYSTEM OVER STRENGTH FACTOR (OMEGA Q): 2.5 1.9. DEFLECTION AMPLIFICATION FACTOR (Cd): 4 2. WIND LOADS 2.1. BASIC WIND SPEED 135 MPH (ULTIMATE) 2.2. RISK CATEGORY II 2.3. WIND EXPOSURE C. 2.4. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (ENCLOSED) 3. ROOFLOADS 3.1. ROOF DEAD LOAD: 15 PSF; TOP CHORD = 7.5 PSF & BOTTOM CHORD = 7.5 PSF 3.2. ROOF SNOW LOAD: Pf 30 PSF 3.3. DRIFTING, SLIDING, AND UNBALANCE SNOW CALCULATED IN ACCORDANCE WITH IBC CHAPTER 16 4. LIVE LOAD 4.1. FLOOR: 40 PSF 4.2. DECK: 40 PSF 5. GROUND SNOW 30 PSF 6. FLOORS AND INTERIOR STAIRS DEAD LOAD: 15 PSF 7. EXTERIOR DECKS DEAD LOAD: 10 PSF LIVE LOAD: 40 PSF SNOW LOAD: 30 PSF 8. WEATHERING: SEVERE 9. FROST DEPTH: 36 INCHES 10. TERMITE INFESTATION: SLIGHT TO MODERATE 11. DECAY: NONE TO SLIGHT STRUCTURALSTEEL: 1. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MINIMUM YIELD STRENGTH AND ASTM SPECIFICATIONS: FACE MOUNT HANGER SPECIFICATIONS Fy ASTM A. WIDE FLANGE SHAPED STRUCTURAL STEEL 50 KSI A-992 B. M -,S, AND HP -SHAPED STRUCTURAL STEEL 36 KSI A-36 C. STRUCTURAL STEEL CHANNELS AND ANGLES 36 KSI A-36 D. STRUCTURAL STEEL PLATES AND BARS 36 KSI A-36 E. SQUARE AND RECTANGULAR HSS 46 KSI A-500 GRADE B F. ROUND HSS 42 KSI A-500 GRADE B G. STEEL PIPE 35 KSI A-53 GRADE B 2. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION AND CODE OF STANDARD PRACTICE LATEST EDITIONS. GLTV559 3. ALL FIELD CONNECTIONS SHALL BE MADE WITH ae.. DIAMETER ASTM A307 BOLTS - ENO 4. 3" INTERIOR DIAMETER - SCHEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 33.4 KIPS MINIMUM. 5. MINIMUM WELD SIZE TO BE 3/16" U.N.O. RAI 81/1188 LOOSE LINTELS: 1. UNLESS NOTED OTHERWISE, PROVIDE LOOSE LINTELS AS FOLLOWS: (ONE ANGLE FOR EACH 4" OF WALL THICKNESS TO BEAR 6" MIN. EACH END). OPENINGS T04'-0": ANGLE 3 -1/2X3 -1/2X1/4; OPENINGS 5'-5" TO 6-6": ANGLE 6 X 3-1/2 X 5/16 LLV. EPDXY 1. ALL EPDXY SPECIFIED IN THESE PLANS SHALL BE ONE OF: A. SIMPSON SET -XP ICC -ES ESR -2508, MIN. BASE TEMPERATURE 50 DEG F. B. HILTI HIT-HY 200 ICC -ES ESR 3187, MIN. BASE TEMPERATURE 14 DEG F. METAL CONNECTORS: 1. METAL CONNECTORS SPECIFIED'SIMPSON' ON PLANS ARE MANUFACTURED BY SIMPSON STRONG -TIE, INC. METAL CONNECTORS SPECIFIED 'USP' ON PLANS ARE MANUFACTURED BY UNITED STEEL PRODUCTS. SUBSTITUTIONS BY OTHER MANUFACTURERS ALLOWED PROVIDED STRENGTH OF SPECIFIED CONNECTORS IS MET OR EXCEEDED. NAILING/INSTALLATION OF CONNECTORS TO BE PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE HURRICANE ANCHORS (SIMPSON H2.5/H2.5A/H2.5T OR USP RT7 HURRICANE CLIPS AT EACH TRUSSIRAFTER AND ADD'L SIMPSON H7Z OR USP RT20 AT ALL GIRDER TRUSSES, TYP. U.N.0). PROVIDE REQUIRED BLOCKING AT ALL TRUSS / RAFTER BEARING. TRUSS DESIGNER TO PROVIDE ADDITIONAL HOLDOWNS FOR UPLIFT LOADS EXCEEDING H2.5 AND H7Z. 3. PROVIDE ICC APPROVED JOIST HANGERS AT ALL "FLUSH FRAME" CONDITIONS AND AS DEPICTED ON FRAMING PLANS. PROVIDE ANY OTHER POST BASES, MULTIPLE JOIST HANGERS, AND BEAM CONNECTORS AS REQUIRED. INSTALL WITH NUMBER AND TYPE OF NAILS RECOMMENDED BY MANUFACTURER. REFER HANGER SCHEDULE. HANGER SCHEDULE (UNLESS OTHERWISE NOTED) MEMBER FACE MOUNT HANGER TOP FLANGE HANGER SIMPSON USP SIMPSON USP (1)13/4"x91/2"EPA HUS1.81/10 HUS179 WP9 PHM1795 (2)13/4"x91/2"EPA HHUS410 THD410 HB356/95 PHX3595 (3)13/4"x91/2"EPA ITGUS550/10 THDH610 GLTV559 PHXU5295 (1)13/4"x117/8"EPA HUS1.81/10 HUS179 RAI 81/1188 PHXU17118 (2)13/4"x117/8"EPA HHUS410 THD410 HB356/1188 PHX35118 (3)13/4"x117/8"EPA HGUS550/12 THDH612 GLTV537/11 .875 PHXU52118 31/2"x14"FILE TRUSS HU414 HD414 HU414-TF HD0414 (1)BCI 600018 IUSE .37/1188 1HFL23112 ILS2.37/1188 TFL23118 (2)BCI 600018 MIU475111 16d @ 8"1 MIT3511.88-2 L=AS SHOWN PER PLAN (1) ADS OR (1) 2x10 LUS28 JUS28 16" 16" 1T z -2:m HU2102OR HUC2102 HD 102OR HD 1021F ---- ----- NOTES 1) ALL HANGERS AT (1) PLY BEAMS ARE APPROVED TO USE EDUI VALENT 1 1/ " NAIL 2) PRO VIDE HDG OR STAINLESS STEEL CONNECTORS AS RED'D FOR TREATED WOOD MEMBERS AS RED'D PER CODE CONCRETE: 1. SEE FOUNDATION WALL REINFORCING SCHEDULE FOR VERTICAL AND HORIZONTAL REINFORCING REQUIREMENTS. STEEL REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS. #5 GRADE 40 STEEL MAY BE SUBSTITUTED FOR #4 GRADE 60 STEEL. BEND OR LAP ALL BARS 48 BAR DIAMETERS WITH A MINIMUM OF 24" AROUND CORNERS. PROVIDE (2) #4S AROUND ALL OPENINGS WITH (2) #4 X 4' AT ALL CORNERS. ANCHOR BOLTS SHALL BE A MINIMUM 1/2" DIAMETER WITH MIN. 8" EMBEDMENT @ 3'1 ON CENTER FOR ALL BASEMENT WALLS AND 4'1 ON CENTER FOR ALL CRAWLSPACE AND GARAGE WALLS, MAXIMUM SPACING W/ MINIMUM OF (2) BOLTS PER PLATE. 2. CONCRETE WALLS SHALL BE 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. CONCRETE SHALL HAVE A WATER TO CEMENT RATIO OF 0.50 OR LESS. CEMENT TYPE SHALL BE TYPE I OR TYPE II MODIFIED. SLUMP: 4"+/- 1", OR UP TO 8" MAX IF PLASTICIZER IS USED AIR CONTENT: 6% +/- 1 3. REFER TO ACI 318 FOR ADDITIONAL INFORMATION. 4. DO NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS CURED AND FOUNDATION ADEQUATELY SHORED. BACKFILL TO REQUIRED GRADE ELEVATION AND SLOPE AWAY FROM BUILDING. 5. ALL CONCRETE SLABS SHALL BE 4" THICK WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PROVIDE SCORES OR SAWCUTS IN ALL SLABS @ 12'-0" O.C. MAX.. WHERE POSSIBLE, ALIGN SAW CUT WITH COLUMN CENTERLINES AND RE-ENTRANT CORNERS. 6. CONCRETE PROTECTION FOR REINFORCEMENT (UNO) CONCRETE POURED AGAINST EARTH 3" CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER: #5 BARS OR SMALLER 1 1/2" BARS LARGER THAN #5 2" SLABS 3/4" FOUNDATION WALL REINFORCING SCHEDULE WALL HEIGHT VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 0'-0" TO 3'1 #4'S @ 48" O.C. (2) #5'S TOP AND BOTTOM UP TO 4'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO 6'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO 8'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C. UP TO 9'1 #4'S @ 18" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C. UPTO10'i #5'S@16"O.C. (2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C. UPTO12-1 #5'S@12"O.C. (2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C. 1. WALLS WITH BACKFILL ON EACH SIDE, SUCH AS DEEP GARAGE WALLS, ONLY REQUIRE REINFORCEMENT AS PER THE SCHEDULE ABOVE FOR WALLS UP TO W-0" IN HEIGHT. 2. BUILDER MAY ELECT TO EXTEND PATIO, GARAGE AND CRAWLSPACE FOOTING AND WALLS TO BASEMENT DEPTH USING SAME SIZE FOOTING. FOOTING FOUNDATION NOTES 1. FOUNDATIONS, WALLS AND FOOTINGS ARE DESIGNED BASED ON SOILS REPORT NUMBER: DN49,619-120-R1 REPORT PROVIDED BY: CTLTHOMPSON DATED: AUGUST 12 2020 MAXIMUM BEARING CAPACITY OF 3000 PSF MINIMUM DEAD LOAD BEARING CAPACITY OF 1000 PSF 2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNANTICIPATED SOILS CONDITIONS. 3. PLACE 4" TALL x 8" WIDE VOID FORM ACROSS FULL WIDTH OF FOOTING EVERY 12 FEET AND CENTERED BELOW WINDOWS AT ALL EXTERIOR BASEMENT WALLS WHEN USING INTERIOR DRAINS. SQUARE FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH/LENGTH # OF #4 REBAR EACH WAY THICKNESS OF FOOTING UP TO 24" 2 NONE NONE 8" 30" 2 8" 8" 36" 3 24" 10" 42" 3 3 @ 18"o.c. 10" 48" 4 10" 2" 54" 4 32" 12" 60" 5 4 @ 12"o.c. 14" 66" 1 5 12" 14" 72" 1 6 12" - 16" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING SPREAD FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH # OF #4 REBAR LONGITUDINAL #4 REBAR LATERAL THICKNESS OF FOOTING 16" NONE NONE 8" 18" NONE NONE 8" 20" 2 NONE 8" 24" 2 NONE 10" 26" 3 @ 18"o.c. 10" 28" 3 @ 18"o.c. 10" 30" 4 @ 18"o.c. 12" 32" 4 @ 12"o.c. 12" 34" 4 @ 12"o.c. 12" 36"4 @ 12"o.c. 12" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING City of W%eatF�c%� ROOF FASTENING ZONE 1 2 3 STUD SPACING SCHEDULE NAILS "REVIEWED FOR CODE COMPLIANCE" 4 These drawings were reviewed under the applicable 8d laws in effect at the time of submittal. Reasonable 6 effort was exercised in checking for code compliance. WALL HEIGHT The stamping of these documents shall not be NOTES construed to be a permit for, or an approval of any t \N heat violation of state and/or local codes, ordinances or O R amendments thereto. . Plan Reviewer Allen Posey = �j Date 04/02/2021 / sx ; �/big PER PLAN Di WOOD FRAMING SAWN LUMBER: 1. STUDS AND PLATES SHALL BE #2 STRUCTURAL LIGHT FRAMING, HEM -FIR OR BETTER. FINGER JOINTED STUDS ALLOWED PROVIDED THEY MEET GRADE QUALITY. 2. FOUNDATION PLATES SHALL BE REDWOOD CONSTRUCTION COMMON OR PRESSURE TREATED HEM -FIR AND ANCHORED TO FOUNDATION PER CONCRETE NOTES. STRUCTURAL COMPOSITE LUMBER: 1. ALL MULTIPLE BEAMS SHALL BE GLUED, NAILED AND/OR BOLTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. FLOOR JOISTS SHALL BE BCI JOISTS BY BOISE CASCADE OR APPROVED EQUALS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SEE MANUFACTURER'S MANUAL FOR REQUIRED BLOCKING, FILLERS AND NAILING REQUIREMENTS. 3. LVL BEAMS SHALL BE MICRO -LAMS AS MANUFACTURED BY TRUS JOIST CORP OR EQUAL WITH Fb 2600 PSI, Fv 285 PSI, E 2000 KSI. TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WOOD BEAMS TO BEAR FULL DEPTH OF WALL LESS RIM BOARD WHERE APPLICABLE. ENGINEERED WOOD BEAMS SHALL HAVE A MINIMUM BEARING OF 1-1/2" ENO 4. ENGINEERED WOOD BEAMS AND HEADERS SPECIFIED "EW', SHALL BE AS MANUFACTURED BY TRUS-JOIST CORPORATION, BOISE, IDAHO (OR APPROVED EQUAL) WITH THE FOLLOWING PROPERTIES: 8 5/8" DEEP OR SMALLER: 9 1/4" DEEP AND LARGER: Fb = 1,700 PSI Fb = 2,325 PSI Fv = 400 PSI Fv = 310 PSI E = 1,300,000 PSI E = 1,550,000 PSI 5. BOISE VERS -LAM BEAMS AND HEADERS SPECIFIED "LVL" SHALL HAVE THE FOLLOWING PROPERTIES: Fb = 2,600 PSI Fv = 285 PSI E = 2,000,000 PSI 6. BUILT-UP TIMBERSTRAND BEAMS MAY BE SUBSTITUTED FOR SINGLE PLY TIMBERSTRAND HEADERS PROVIDED THAT THE TOTAL WIDTH IS GREATER THAN OR EQUAL TO THAT DESIGNATED ON PLAN. BUILT-UP BEAMS MUST BE ATTACHED PER MOST STRINGENT INDICATED PER MANUFACTURER RECOMMENDATIONS, UNLESS NOTED OTHERWISE ON PLANS. 7. MICROLAMS (LVL) OR VERSA -LAM MAY BE SUBSTITUTED FOR TIMBERSTRAND (EW) OF THE SAME WIDTH AND DEPTH, AS DESIGNATED ON PLAN. 8. PROVIDE MIN. 1-1/8" TIMBERSTRAND LSL RIM BOARD, U.N.O. FLOOR TRUSSES: 1. FLOOR FRAMING SHALL BE PRE-ENGINEERED TRUSSES. 2. WOOD FLOOR TRUSSES SHALL BE DESIGNED BY REGISTERED A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD AND DEAD LOAD DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/480TH OR 1/240TH RESPECTIVELY OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR TRUSS STABILITY, AT ALL TRUSS AND GIRDER HANGERS. 3. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER OF RECORD. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE FLOOR TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR STABILITY AND ALL FLOOR TRUSS AND GIRDER FLOOR TRUSS HANGERS. SHOP DRAWINGS REVIEW BY THE STRUCTURAL ENGINEER SHALL BE COMPLETED PRIOR TO FLOOR TRUSS FABRICATION. 3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS AND VERIFY ALL TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS. 4. FLOOR TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT. 5. ALL TRUSSES TO BE PRE-ENGINEERED BYTRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS. 6. THE FLOOR LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. ROOF TRUSSES 1. ROOF FRAMING SHALL BE PRE-ENGINEERED TRUSSES. 2. WOOD ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/240TH OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR TRUSS STABILITY, AT ALL TRUSS AND GIRDER HANGERS. 3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS EXCEEDING TYPICAL H2.ST, AND VERIFY ALL TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS. 4. ROOF TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT. 5. ALL TRUSSES TO BE PRE-ENGINEERED BY TRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS. 6. THE ROOF LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. WOOD FRAMING CONT. WALL FRAMING: 1. DENOTES LOAD BEARING WALL: 2. WALL FRAMING PER TABLE: 3. IF SPECIFIC WALL HEIGHT NOT SHOW, SUPPLY STUD SPACING OF NEXT TALLER WALL HEIGHT CAI CRIVR sMRMVC VVMLLO OPIMLL DC P%4V L4 Di V.IV.V 4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. 5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF (2),2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE - TYPICAL ENO 6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE. 7. KING STUDS ARE NOTED AS"ICAND TRIMMER STUDS ARE NOTED AS'T". 8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES FOR 3 OR 4 PLYS. 9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF OPENING AND TOP PLATE IS LESS THAN 24". 10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. 11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING WALLS. ROOF OVERFRAMING: 1. DENOTES OVERFRAME AREAS: 2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C. FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR SPANS OVER 10'-9" 3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. 4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. 5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. 6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/ (3)-10d NAILS EA. SIDE. SHEATHING 1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR WALLS 2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN SUPPORTS. FASTENING SCHEDULE (INCHESON CENTER) ROOF FASTENING ZONE 1 2 3 STUD SPACING SCHEDULE NAILS 6 6 4 PANEL EDGES 8d 12 6 6 PANEL FIELD WALL HEIGHT HOLD DOWN NOTES i WALL TYPE 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4", 2" LONG 16g @ 12", 2" LONG 2x 12" AB @ 4'1 16d @ 16"1 PER PLAN L=4' OR AS SHOWN PER PLAN 8'_0" 9'-0" 10'_0" 11'_0" 12'1 14'1 16'1 18'1 2x 1/2" AB @ Ti 2X4 16" 16" 16" 12" - - - - 7/16" PLYWOOD / OSB EXTERIOR 8d @ 12" ---- -- 2x 1/2" AB @ 2'1 16d @ 8"1 PER PLAN L=AS SHOWN PER PLAN 56 24" 16" 16" 16" 1T 12" 8" 8" ---- ----- BEARING --- ---- N/A SEE PFH DETAIL 7GB-1 DBL. STUD TYP. 1/2" GYPSUM BOARD 5d @ 7" 5d@7 2X4 24" 16" 16" 12" - - - - GB -2 INTERIOR 2X6 24" 24" 16" 16" 12" 12" 12" 12" NON- BEARING INTERIOR 2X4 5/8" GYPSUM BOARD 6d @ 4" 24" ---- ----- 16" 1/2" AB @ 4'-0" 2X6 1 24„ PER PLAN CAI CRIVR sMRMVC VVMLLO OPIMLL DC P%4V L4 Di V.IV.V 4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. 5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF (2),2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE - TYPICAL ENO 6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE. 7. KING STUDS ARE NOTED AS"ICAND TRIMMER STUDS ARE NOTED AS'T". 8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES FOR 3 OR 4 PLYS. 9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF OPENING AND TOP PLATE IS LESS THAN 24". 10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. 11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING WALLS. ROOF OVERFRAMING: 1. DENOTES OVERFRAME AREAS: 2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C. FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR SPANS OVER 10'-9" 3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. 4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. 5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. 6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/ (3)-10d NAILS EA. SIDE. SHEATHING 1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR WALLS 2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN SUPPORTS. FASTENING SCHEDULE (INCHESON CENTER) ROOF FASTENING ZONE 1 2 3 PANEL LOCATION NAILS 6 6 4 PANEL EDGES 8d 12 6 6 PANEL FIELD 8d i OJ 0 I 10, :T. (INCLUDING FT. OVERHANG J SHEAR WALL LEGEND SHEAR WALL PANEL SCHEDULE SHEAR WALL HOLD SW 90/ EDGE NAILING FIELD NAILING EDGE STAPLE/ SCREW FIELD STAPLE/ SCREW EDGE STUD AND BILKS. SILL BOLTING @ FND SILL NAILING UPPER STORIES HOLD DOWN NOTES i WSP i OJ 0 I 10, :T. (INCLUDING FT. OVERHANG J SHEAR WALL LEGEND SHEAR WALL PANEL SCHEDULE SHEAR WALL HOLD SW SHEATHING EDGE NAILING FIELD NAILING EDGE STAPLE/ SCREW FIELD STAPLE/ SCREW EDGE STUD AND BILKS. SILL BOLTING @ FND SILL NAILING UPPER STORIES HOLD DOWN NOTES DOWN WSP 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4", 2" LONG 16g @ 12", 2" LONG 2x 12" AB @ 4'1 16d @ 16"1 PER PLAN L=4' OR AS SHOWN PER PLAN HDX HDX ABW-1 7/16" PLYWOOD / OSB 8d @ 4" 8d @ 12" 15g @ 3", 2" LONG 15g @ 12", 2" LONG 2x 1/2" AB @ Ti 16d @ 12"1 PER PLAN L=AS SHOWN PER PLAN ABW-2 7/16" PLYWOOD / OSB 8d @ 3" 8d @ 12" ---- -- 2x 1/2" AB @ 2'1 16d @ 8"1 PER PLAN L=AS SHOWN PER PLAN WSP PFH 7/16" PLYWOOD /OSB ---- ---- ---- ----- ----- --- ---- N/A SEE PFH DETAIL 7GB-1 DBL. STUD TYP. 1/2" GYPSUM BOARD 5d @ 7" 5d@7 No. 6 S OR W @ 4" No. 6 S OR W @ 12' 2x 1/2" AB @ 4'1 16d @ 16"1 PER PLAN L= AS SHOWN PER PLAN CHOLD DOWN GB -2 1/2" GYPSUM BOARD Sd @ 4'15d@7 No. 6 S OR W @ 4" No. 6 S OR W @ 12' 2x 1/2" AB @ 4'-0" 16d @ 16"1 PER PLAN L= AS SHOWN PER PLAN STUD WALL GB -3 5/8" GYPSUM BOARD 6d @ 4" 6d @ 7" ---- ----- 2x 1/2" AB @ 4'-0" 16d @ 12"1 PER PLAN L= AS SHOWN PER PLAN 1. NAILS FOR GYP BOARD (GB) ATTACHMENT SHALL BE DRITITE OR 'COOLER -TYPE NAILS, AND SHALL CONFORM TO REQUIREMENTS OF IRC. 2. NAILS FOR WOOD STRUCTURAL PANEL (WSP) SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS 3. INTERIOR GYP BOARD (GB) SHEATHING SHALL OCCUR ON EACH SIDE OF WALL. (NOTE: INTERIOR SIDE OF GB -3 MAY BEY GYPBOARD NAILED WITH Sd NAILS SPACED AT 4"1 AT PANEL EDGES) 4. EXTERIOR WALLS (WSP) SHALL BE SHEATHED ON THE INTERIOR FACE WITH Y2" GYP BOARD (MINIMUM). 5. PLYWOOD/OSB SHEATHING SHALL BE STRUCTURAL 1 GRADE WITH EXTERIOR GLUE. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLD DOWNS OCCUR. 7. GYPBOARD AND PLYWOOD/OSB TO CONFORM TO IBC 8. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH, MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED WITH THEIR CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS. 9. THE PRESCRIPTIVE METHOD DESCRIBED IN SECTION R602.10 WAS FOLLOWED WHEN APPLICABLE. WHEN THE RESIDENTIAL FRAMING DOES NOT ALLOW THE PRESCRIPTIVE METHOD TO BE FOLLOWED, SECTION R301.1 WAS FOLLOWED. 10. REFER TO ARCH PLANS FOR FIRE RATING REQUIREMENTS IN ADDITION TO SHEATHING NOTED PER STRUCTURAL PLANS. REVISIONS LOG DELTA# I COMMENTS Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio. com www.evstudio.com VJ 5W 0 2 C) Z < W C) Z 0 M U. U) Z nJ LO 0 �CD � VJ 0 U nW 19356 Pei 0 U (D 0) N COPYRIGHT 2021 This document s an instrument of serace, and as such remai ofthi ns the property of the Architect Permission for use of this m reemens umrced and can be extended only by written agreementwlm Evswelo, LLc. REVISION PERMIT SET DATE: 03/17/2021 DRAWN BY: LBV CHECKED BY: RRM GENERALNOTES SG0.0 HOLD-DOWN SCHEDULE "1 HOLD DOWN ANCHOR BOLT EMBED DEPTH HD1 SIMPSON CS16 w/(22) 10d + 13" END LENGTH N.A. HD2 SIMPSON STHD10RJ or HDU4 712" HD3 SIMPSON HDU8-SDS2.5 or STHD14 or USPDHD8 1012" HD4 SIMPSON CS14 w/(30) 10d + 16" END LENGTH N.A. HD5 SIMPSON CMST12 w/(84) 16d+38" END LENGTH N.A. HD6 SIMPSON HD19 12" HD7 IMPSON CMSTCI6 w/(58) 10d +25" END LENGT N.A. REVISIONS LOG DELTA# I COMMENTS Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio. com www.evstudio.com VJ 5W 0 2 C) Z < W C) Z 0 M U. U) Z nJ LO 0 �CD � VJ 0 U nW 19356 Pei 0 U (D 0) N COPYRIGHT 2021 This document s an instrument of serace, and as such remai ofthi ns the property of the Architect Permission for use of this m reemens umrced and can be extended only by written agreementwlm Evswelo, LLc. REVISION PERMIT SET DATE: 03/17/2021 DRAWN BY: LBV CHECKED BY: RRM GENERALNOTES SG0.0 1" 6 1' 3 w (3)2xPOST 3/4" 8 FLOOR RE REINFORCING 3' MIN 0 Wstudio -' PLATE TE /(4) SHEATHING SCHEDULE RE REINFORCING "DIA. SCHEDULE STEEL COL PER PLAN - EXPANSION Denver, CO PLATE ON LEVEL BOLTS ;LATE SETw/ - ' OSB. NAIL PER �'�� BUILDER MAY ELECT TO EXTERIOR SHEATHING DIAMOND SHAPED NONSHRINK STEEL coL., RIM Evergreen, CO RE'. FRAMING BLOCK-OUT FOR COLUMN. OR RE PLAN BOARD SCHEDULE d CAST 8" MAY CONC HAUNCH g 2x STUDSRE FRAMING FILLw/ CONC AFTER COL. 5•_ A I _ IS SECURE i 0"MIN 1"EXP .JOINT COLT w/16d@g�POLATE • SECTION A-A@>3"DI A. COL .I, 1;?•11� ,11��'•�• (2)-#5x5'0"J �� MATERIAL SLOPE/F MINIMUMwo� 303.670.7242 CONC. SLAB A A EXPANSION w O SIZE •• CAST IN P 0 ee 2x CONT. PLATE w/1/2"DIA CONTRACTOR TO PROVIDE 1^•P R,.'. I R;�'.,'. •.:. < _�� design@evstudio.com 10 PER PLAN BOLTS A.B. W/8"EMBEDMENT@ VAPOR BARRIER AT NON �.� •, STRAPTIE HOEDOWN PER 4RE W/.&WITHIN 1'-0"OF TREATED WOOD IN ` � 1" 6" 1" 11" �I' • • " m5 eCtons eVStud O.COm EACH END OF EACH PIECE CONTACT W/ CONCRETE — 1 I 1/4 PLATE w/ EXPANSION PLAN E� • ��'�' "`•" �' .'i �'� �• � .'� (EMBED AT TIME OPDOONC. 5' O MIN o z • • 8 ' LACE OPTION www.evstuaio.com MINIMUM OF (2) SLAB RE FRAMING BATHING O FOUNDATION �� .I II�� I � I� � � r IMOLT (3)2x POST oc z �� I �� 4" OR PATTTOO FBARS OR ADD SCHEDULE LE I CONCRETE --\ E TE I SEE FRAMING PLAN FOR RE FND PLAN � � � . I • r MANUFACTURER I � OR PATI O R K • ABOVE HAUNCH OF SILL PLATE. 4 DIA PLACEMENT) O _ • • Imo' • �" S�24 AP�INOG OEBLOCKING Rzo F POR SIZE �1 -'F SECTION A-A(cb 3"DIA. COL SHEATHIINNG \ BAC COMP OIL AND P ® ® ® • • • WASHERAND STEEL 4 CONCRETE ,S OR FLOOR PORCH/PATIO I 1 BASE PLATE W ARCH'L REPAIR SCHED. 11a 8" (2)#6x5'0" ACT PER 0 HOLE OR ND 122 UT •II 11/2 "CLEAR FOUNDATION RETYR EHANGERTABLE m REINF. PER III �'�11 i14x �L@EACH COIPDER MAY ELECT RIM 1 �� GEOTECHNICAL REPORT 2 SS DIAMETER BOARD LECT TO USE O S.B. NAIL PER • d JI REINFORCING SCHEDULE NATIVE SOIL OR Fj— MANUFACTURER'S DETAIL FOR COUPLER NUT SCHEDULE • SCH. 40 PVC PIPE. COMPACTED FILL BASE ANCHORING WHEN IF NEEDED. z / I PLACE HAUNCHES AT 5-0 o. c. MAX. BITUMSEAL INOUS SEALANT ♦ ,� • , • 1 - MONOPOST PLATE DIFFERS TENSION w p NOTE BASEMENT FLOOR OR W • •'•M II• FROM PLATE IN THIS DETAIL HOEDOWN RE W • BRACING MUST BE INSTALLED U �ocoo=— -- _-�=^------- RE TWO ANCHOR OPENINGS FRAMING PLAN JOS SYSTEMS PLASTIC HAUNCH OR PRECAST--.—�srs,—gyp-+— JOS SYSTEMS PRIOR TO BACKFILLING. t' ! VS. FOUR ANCHOR OPENINGS I "Y •.•'�+'Y:. BOLT HAUNCH BV OTHER MAV BE USED. PRE -CAST PLASTIC HAUNCH AS _ 5 i , LTO SEE PLAN _•_ y�•^ .. '••r. �• ^ ; S� DInA. ALLTHREAD .•"- "' '.:'a BAR AOUN PROVIDESU SUBMITTAL � III—I —1 III -1 I . III—I I „, . ----- PRECASTCONCRETE HAUNCH PRIOR TO _ . •., SUSUPPLIED BY BARYON ^ '•' BAR ALL AROUND PROVIDE SUBMITTAL L •' • EMBEDMENT SE BASEMENT WALL SECTION USINGSI PS°NET-HP PATIO PORCH STEEL COLUMN FIND @ GARAGE EPDXY OR EQUAL DOWN ©PATIO PORCH Z WALL STEP SECTION HAUNCH DETAIL 3/4rr = 1r-0" 13 N.T.S. EXTERIOR SHEATHING PROVIDE 1"DEEP COLUMN RE. Ir— 'O DIA ,R OR EPDXY FRAMING PLAN RE FRAMING CONTROL WOODOR LUMN w/ AB66 BASSOSTANDARD WEDGED ALL THREAD BOLT JOINTS COLUMNS PLATE A TACHE SE OR P T.2x4 BONDED ALL THREAD BOLT 2x STUDS RE FRAMING COLUMNS PLATE ATTACHED E (2) 12' DIA. w/4" EMBEDMENT. COLUMN BASE 00 BUILDER MAY ELECT TO USE 2x CONT. PLATE WEDGE ANCHORS EA. PLATE RE FRAMING PLAN MANUFACTURER'S GWHLFOR BASE ANCHORING WHEN w/16d@8"oc SECTION. BEAR ON TOP OF SLAB MONOPOST PLATE DIFFERSFLOORSHEATH4" CONCRETE z BON GRADE C) RE'. TWO ANCHOR OPENINGS DEEP CONTROL fI M FROM PLATE IN THIS DETAIL RE'. FRAMINGw/ 1 VS. FOUR ANCHOR OPENINGS RIM BOARD JOINTS @R200 SAF MAX —S Fo ... •. ..... II . - r J RE'. FRAMING 1 1� 6" 2xCONT TYR) • .• .II• Ik HOLD TOP OF WALL DOWN '! - AND POUR SLAB OVER WALL w I I I qdo _— _ EXTERIOR SHEATHING 0 TI MBERSTRAND OR LP _ J�:�4"PLATE w/(4) PLATE w/1/2"DIAx10�(2 #6 BARS TOP 6' i - 2xSTUDS REFRAMING _ 1/4 "PLATE w/(4) EXPANSION A. A.B. W/8" T@ ♦—II�—'ll II•' `. LU OF EXPANSION BOLTS - EAC •. m II II • _� &BOTTOM 10 "DIA EXPANSION BOLTS 4'-0 O.0 &WITHIN 1'-0" OF RE FOUNDATION WALL w 2x CONT. PLATE w/12"DIAx EX - H END OF EACH PI ECE OF V EINFORCING SCHEDULE — (2J #4 AB. W/8"EMBEDMENT @ STEEL COL., RE SILL PLATE. 71 H VERTICAL II!I - i'� FOUNDATION WALL 4'-0"OC.&WITHIN1'-0" r - PLAN II L EACH END OF EACH PIECE OF m SEE FRAMING PLAN FOR FLOOR FILL PER II • RE FND PLANCIO SILL PLATE. II II JOIST SIZE AND SPACING OR GEOTECH II m O 11/2"CLEAR II• O U. l� II BLOCKING @24"OG REPORT o IM WO IF '11 L m II � 112 EXP. JOINT SECTION A (b 3" DIA. COL SECTION A @>3" DIA. COL • � 0 G II 8"U.N.O. U A. 4"VOID FORM 1i I11 I MATERIAL II 2) #5 COLT TOP O RE'. FOUNDATION WALL 4" CONCRETE SLAB ON GRADE „ REINFORCING SCHEDULE G II 8" U N O. SCORE SLAB w/ S DEEP oc II • j RE'. FOUNDATION WALL �� II CONTROL JOINTS @200SF. II t 0 MAX QYPJ OR CUPOLIX FLOOR L o REINFGRGINGG SCHEDULE POST FOUNDATION II BY OTHERS DIAMOND SHAPED BLOCK- STEEL COLPER PLAN F II OUT FOR COLUMN. FILL w/ o I r MUN ii CONC AFTER COL. IS SECURE PLATE ON LEVEL SURFACE II {-� JRIGID FOAM INSULATION, SETw/ NON SHRINK GROUT II m� o3/4" = 1'-0"GRE.ARCH GONG. PAD FOOTING PER ASNEEDED W•PLAN AND SCHEDULE. 0 RE'. FOUNDATION WALL #4xL@SAME SPACING AS •1CONC. SLAB PER PLAN q EXPANSION BOLTS • I I REINFORCING SCHEDULE m8" WALL STEEL,I EXTERIOR SHEATHING 0 RE'. FOUNDATION WALLREINF. PER SCHED. Q RE FRAMING REINFORCING SCHEDULE I J 0) W 70 • !"�N < II 2x COLT PLATERAMING I IIz/#S ANT. BOT OIv3/4,.— 1._0..PEOFFRAMI oma. Uj J W RE FOUNDATION WALLPATIO PERIMETER SECTI w/16d@8<I REINFORCING SCHEDULE W EATHING NGoc m W 1 z° TIMBERSTRAND OR LP�4L@MATCH VERTICAL RIM BOARD� @SAME SPACING AS m RE TO VOID F WALL STEEL oc SEE FRAMING PLAN FOR FLOOR0 CIOU TT 8'SEE JOIST SIZE AND SPACING OR #4x S PLAN 4" ORM, RE'. PLAN, RE'. TYPICAL BASEMENT WALL BLOCKING 924 O.C. m 16" UNO 8" WALL STEEL OMIT DOWELS @ VOID SECTION FOR ADDITIONAL �� FORM ONLY INFORMATION. 10 II p 2x CONT. PLATE w/1/2"DIAx II A B. 0 8" EMBEDMENT O 1 1 WALKOUT FOUNDATION SECTION 1 STEEL COLUMN FND BASEMENT 9 CRAWLSPACE WALL SECTION m h II °"°°&WITHIN I'°"GF co N.T.S. N.T.S. 3/4" — lr_0" o 'A r ai EACH END T EACH PIECE n of SILL PLATE. RE'. FOUNDATION WALL II �� REINFORCING SCHEDULE I II RE'. FOUNDATION WALL I� II .� .�, 1112 CLEAR REINFORCING SCHEDULE 19356 ATSIM, SEEDETAIL EDGENAILING IIS 'll 1/S0.0 FOR FLOOR 1112 CLEAR • �� NOTE. BASEMENT FLOOR OR AND UPPER WALL < p BRACING MUST BE INSTALLED FRAMING FU LL H EI GHT TJ BLOCKI N G _ ll' -11 PRIOR TO BACKFILLING. 2'-0" 1'-0" • E ■II BRACE WALL PRIOR II FLOOR SHEATHING II TO BACKFILLING "dll RE FRAMING , • .11 •.)Irk �PPpO IICE'yS _ --- (3) #4 BARS BEAM POCKET, SEE FRAMING PLAN FOR FLOOR 1'-4" m RE'. REINFORCING Co' /� IIII p �2 + SIZE PERPLAN. JOIST SIZE AND SPACING a 4 .•'IIII II SCHEDULE _ _ RERFOUND TIO 46537 SOLID GROUT. /� 7 CONBAR 13NUOUS TOP YOND w q '.�I o II RE FOUNDATION WALL BAR, BEYOND W p IIII W II REINFORCING SCHEDULE RE REINFORCING TOPB EXTERIOR SHEATHING RE RAMINOARD _ > 11 III II _ _ SCHEDULE TOP BAR, TURN RE FRAMING RE FRAMING _ ry_________ ___ u11 > ••ONP RE'. REINFORCING 90° @EDGE OF OPENING $==allll U SCHEDULE TOP RE'. FOUNDATION 0 .1111 HORIZONTAL BARS 151 (1J #5 BAR 24" 2x STUDS RE FRAMING 2x STUDS, RE FRAMING �/ BAR, TURN 90°@ WALL REINFORCING �/ IIIIII RE FOUNDATION WALL EDGE OF MIN. LENGTH SCHEDULE 101 101 Z,k4 BARS 16'oc. • I RE'. FOUNDATION WALL • �1 REINFORCING SCHEDULE STACKED&WELDED 2x CONT. PLATE w/1/2"DIAx `� 2x CONT. PLATE w/12"DIAx 11 HOOK 18"INTO II REINFORCING SCHEDULE LL OPENING STEEL SHIMS AS AB.0C EMBEDMENT@ TOW 96'-0" A.B. W/8"EMBEDMENT O FOUNDATION WALL II ' 4'-0" O C. &WITHIN 1'-0" OF @ 4'-0" O.0 &WITHIN 1'-0" OF RED'D, 2"MAX. Q • it RE'. FOUNDATION WALL w 8" U.N O. EACH END OF EACH PIECE OF EACH END OF EACH PIECE OF /� .,II REINFORCING SCHEDULE TYP. BEAM POCKET SILL PLATE I� PLATE m COPYRIGHT 2021 II m II „ 4_'e=a�I 3'll mis mcumennsan instrument of servme,amas such ,I RE FOUNDATION WALL II I remains the property of the Architect Permission for use 6 N.T.S. —�I REINFORCING SCHEDULE IIS 8" WIDE COUNTERFORT �( O �I ft documentlslsllm tlanticanbeextendedonly by II 112 EXP. JOINT MATERIAL U II RE FOUNDATION WALL II 11 II written agreementwAh EVsWtlIo, LLC. ii REINFORCING SCHEDULE II u• • 4" CONCRETE ¢ II 11 i 11 I� REVISION: SLAB ON GRADE, SCORE II II II 11 RE FOUNDATION WALL t > �� 8"UNO. Ifee=ease=ease==e------ - REINFORCING SCHEDULE SLAB w/1"DEEP > II II II II CONTROL JOINTS@200 v��'� II II d•II PROVIDENON-METALIC MATERIAL O AS NEEDED TO PREVENT BARS S.F. MAX QYPJ w U (2J i14 BARS II � M II FROM CONTACTING WINDOW BUCK _ FILL PER GEOTECH. I, (2)#5 CONTINUOUS d II 8"CONCRETETYP I o II TOP BARS LJ WINDOW BLOCKOUT (2) #5 CONTINUOUS BOTTOM BARS �(2)#4BARSTOPOF OPENING p �I THICKENED SLAB OVER 4_ y II n n II II d i. • II 1/2"EXP.JOINT EXTEND BARS 3'-0" MINIMUM z 8" UNO. THE DEPRESSION > III RE FOUNDATION WALL ®1SNlgOISYir 1lPi O MATERIAL �(2)#4BARSTOPOF OPENING p �I THICKENED SLAB OVER 4_ y II n n II II d • II 1/2"EXP.JOINT EXTEND BARS 3'-0" MINIMUM z 8" UNO. THE DEPRESSION > O RE FOUNDATION WALL 4 3'- "11 11 MATERIAL BEYOND EACH SIDE OF O _� Fo TOLDTOP M CING e _ ------------ WINDOW P o II Dowty AT GARAGE DOOR PLABAOVER o II PLACE TO IXTERI OR FACE I II II 4^ CONCRETE SLAEON-GRADE, PERMIT SET AND POUR i II IIS 11 ep—• SCORE SLAB w/ 1"Deep DATE: 03/17/2021 WALL z CLEAR I RE FOUNDATION DATION WADLLLE --¢o I I, II II SLAB-CRGRADE SCORE • '' CONTROL JOINTS C S II - Q II :a' ENFORCING SCHEDULE m r I II II SLAB w/ V DEEP CONTROL LEXF200 O MAO (TVP) OR CUPOLEX FLOOR DRAWN BY: LBM (2J i14 VERTICAL BARS@EACH Q RE FOUNDATION WALL e , @12'0.0. II II II ° Jowrs @zoos F. MAX o i II BY OTHERS CHECKED BY: RRM SIDE OF OPENING. EXTENDTO REINFORCING SCHEDULE ♦ 8 II II II • (TYP) OR CUPOLEXFLOOR TOP AND BOTTOM ROW OF11 f • s. • , I II II BY OTHERS e STEEL F` • #a en RS@16"oc. AS II II I1E—IF____ I d U EA. WAV .! 1 i, w . U — mW - (2J #4 BARS BOTTOM OF w ms #4 x �L @ SAME SPACING AS m #4x0L @SAME SPACING As 8" WALL STEEL - m II II __Jl _ JI _---_S, --R II �_J m L OPENING, EXTEND BARS 3'-0" #4 x @ SAME SPACING AS MINIMUM BEYOND EACH SIDE OF WINDOW WALL STEEL 16" U.N.O. 4 VOID FORM RE 16'UND 8" WALL STEEL FOUNDATION DETAILS 16„ U N O. ID 4 VOOD FORM RE PLAN OMIT DOWELS 9 VOID U #4 x mL @SAME SPACING AS GRMREPLAN IT FOR OMITOD LS@VOID FORM ONLY 4"± 3'-0" WALL STEEL FORM ONLY 4" VOID FORM, RE PLAN TYP. WINDOW OPENING 1 GARAGE WALL SECTION BASEMENT CRAWLSPACE SECTION COUNTERFORT BASEMENT WALL SECTIONS000 5 3/4" = 1._0.. 3 3/4" = 1._0.. 2 3/4rr = 1._0. 1 3/4" = 1._0. E W heat 0 U m' 0 c 34'-0" 17'-O?' 16,112' 3 4-i2 5'-0"VOID 4'-0" 4'-0" ± 544 5'-3" 8"WIDE CONCRETE FOUNDATION WALL OVER 16"WIDE X8" DEEP CONCRETE SPREAD BUILDER MAY BUI DFOOTING p p FOOTING-TYP. @PATIO (SEE TYP. WALL@PATIO@BASE ENT DEPTH, r�STEP SECTION FOR DRAINAGE & REINFORCING USE SAME SIZEF CUING\4 - - - --- SOW REQUIREMENTS), RE DETAILS/S0.0 5 4� 0 0 8" WIDE CONCRETE FOUNDATION WALL OVER 16"WIDi DEEP CONCRETE SPREAD FOOTING- TYP. @ PORCH (SEE TYP. WALL SECTION FOR DRAINAGE & REINFORCING REQUIREMENTS), RE DETAILS/S0.0 -0" 5'-0"VOID 12'-0" CENTER HAUNCH @SIDEWALK 13'-0" 1 5'-0"VOID �2 1-T? 3" 1 1._2.. 1._2.. 2_4" _ 9FT BASEMENT FOUNDATION PLAN SCALE: 1/4"= Vi CRAFTSMAN ELEVATION P Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www. evstud io. com Ir - 00 m O Ur J W O M 70 O LL o = 0 O Z O U QQ U J a) J 0. O C3) M W 70 W LO C) O O 0 Cn CLO'l 19356 COPYRIGHT 2021 This document s an Instrument or service,andassuch remains the property of the Architect Permission for use wof ride document Is Ilmlletl can be extended only by wtltt=n Agreemen[wltlr EVStudWtlIo, LLC. REVISION PERMIT SET DATE: 03/17/2021 DRAWN BY: LBV CHECKED BY: RRM FOUNDATION PLAN S1.10 r:Y: •.. !•. :. ... ..�.._'.:_,:. .a I 1 '.. .. TO BEB STEP TOW I T-2 22' I I VERIFY BELOW TOP OF SLAB &BOW BELOW 6" VOID ROW@ 96'-2' [ROW I Tow@ 100'-0° TOW@VERIFY PATIO -4" NCRETE SLAB Bow@ 90_0" _ - _ BOW @ 96'-2" ON GRADE -SLOPE 1/4" PER 1 �1 ! FOOT FOOT AWAY FROM BUILDING — TOW@ 101'-0" "2 111 BOW@ 91'-0" I o _ HAUNCH PROVIDE 4"TALL s8" STEP TOW 5'_0��RE 12/S0.0�� I WIDE VOID ACROSS � &BOW FULL WIDTH OF O C zp FOOTING @12'-0"oc. — —Mqr -- — ---Yp -j o J ELEVATED WALL -LOWER FND 8WIDE23"DEEP ? STEP @PORCH/PATIO, TOW@101'-0" WALL AT DOOR BEAM POCKET PROVIDECHWIOIDW _ EAMPO TOW •. AS RE DETAIL BOW@ 91'-0" AS NEEDED FOOTING @EACH WINDOW I 16/SO O ,L 17 471 - 16'-72' I -ie ... .. 13: 1'E" 11'-5' ,3 I 1 3" DIA. ADJ. SCH. 40 101" I PROVIDE VOID SPACE `STEEL PIPE COLUMN COUNTERFORT _O I ocO I odo ROUGHINPLUMBING a PROVIDE VOID I SPACE •• SQUARE FOOTING (SEE TABLE FOR TYP. THICKNESS AND�J o COUNT8RFORT COUNTERFORT '; I �:: OWID' LONG REPAIR REQUIREMENTS) I s8 "DEEP FOOTING, RE'. DETAIL 2/SO0 8" WIDE CONCRETE FOUNDATION WALL o'! ' OVER 16"WIDE x8"DEEP CONCRETE IL SPREADFOOTING-TYP.@BASEMENT I EY—oo0 :.*, 1" 8" WIDE COUNTERFORTTOW@ (SEE TYP. WALL SECTION FOR 91 0" BOW@ -.., 91' ON 36"WIDEs48"LONG• DRAINAGE&REINFORCING ' s8"DEEP FOOTING, RE DETAIL 2/S00 •; REQUIREMENTS), RE'. DETAIL 1/SO0 I of w� •,< ' I o ❑p CONTRACTOR COORDINATE NECESSARY UNDERGROUND g I 1' O LOWER LEVEL FLOOR PLUMBING RUNS WITH OOTI G LAYOUT AS NECESSARY U POSYSTEM w/FIBER O REINFORCEMENT , - - • \MLESl o I PROVIDE4'k8" :^ 1 1 I NEAR SUMP PUMP 1 . _8"WIDE11"DEEP 7..i TOW@ 100'-0" BEAM POCKET _ m 1 PROVIDEVOID _ SPACE9 PACE COUNTERFORT :. .. '. � ....�.. �.:; .f .. ,,. •. \..:.. .,q1: .�.n. • — — — — — — — — — — — — — — 99 BOW ADJ SH. 40 STRE .�� I CH TOW@100'-0" _ PIPE COLUMN o - WID e ON WIDE ON 36" WIDE x 48" LONG m : I s8"DEEP FOOTING, m 14' -N 552 '•• RE'. DETAIL 2/S00^' 'DEEP T 8" WIDE X4' I 2 5'-0" VOID CENTERED 4'_g2' g'y2' [[GARAGE FLOOR. 4" CONCRETE I • : SLOPE DOWN FROM I •�) 1 BACK TO FRONT 1 I SQUARE FOOTING(SEETABLE FOR TYP. THICKNESS AND- -e REPAIR REQUIREMENTS)IIII soi95'0 00 1 ry -rFBOW@ 0 BOWC 1 ,yo yi y••r 8WIDE CONCRETE ^. LOW ER ND. OVER FDEEP CONCRETE WALL @D SPREAD OOTING-TYP.@GARAGE F F, NEEDED°• I (SEE TYP. WALL SECTION FOR DRAINAGE & REINFORCING = STEP ELEVATED WALL TOW@101'-0' . I REQUIREMENTS) EMENTS), RE DETAIL 4/50.0 I •-• 1 TOW 1 I @PORCH/PATIO, BOW@ 91'-0' I STEP RE'. DETAIL 16/SO0 TOW STEP TOW STEP 4" &BOW BOW 3" H. 40 STEUMN TOW@ 100'''0BOW p 5'-0" @ 95'11"AX., TYP. i 4'-0" 4PIPE 5'-0"VOID 3'0"5'-0"VOID4'-0 5_o-2 0— HAUNCH TOW@ 98role.... .. �.:. ..BUILDER MAY BULD- RE.12/S0.0 TOW@10-0" LO ER FOUNDATON BOW@ 9 FOOTING @ PORCH @ BOW@ 9'-11" W LL@OH. DO R F BASEMENT DEPTHI USE PORCH4° COLORETESLABONGRADE- --- --- ---J o SLOPE 1/4" PER FOOT AWAY FROM BUILDING .. %••• TOP OF WALL TO BE 6"All TOW@VERIFY BELOWTOPOFSLAB� BOW@95'-11" BOW@95'-11" ': CONCRETE DRIVE SLAB ON GRADE o I j. STEP SILO PE AWAY FROM BUILDING ELEVATION _o m o TOW o 0 8" WIDE CONCRETE FOUNDATION WALL OVER 16"WIDi DEEP CONCRETE SPREAD FOOTING- TYP. @ PORCH (SEE TYP. WALL SECTION FOR DRAINAGE & REINFORCING REQUIREMENTS), RE DETAILS/S0.0 -0" 5'-0"VOID 12'-0" CENTER HAUNCH @SIDEWALK 13'-0" 1 5'-0"VOID �2 1-T? 3" 1 1._2.. 1._2.. 2_4" _ 9FT BASEMENT FOUNDATION PLAN SCALE: 1/4"= Vi CRAFTSMAN ELEVATION P Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www. evstud io. com Ir - 00 m O Ur J W O M 70 O LL o = 0 O Z O U QQ U J a) J 0. O C3) M W 70 W LO C) O O 0 Cn CLO'l 19356 COPYRIGHT 2021 This document s an Instrument or service,andassuch remains the property of the Architect Permission for use wof ride document Is Ilmlletl can be extended only by wtltt=n Agreemen[wltlr EVStudWtlIo, LLC. REVISION PERMIT SET DATE: 03/17/2021 DRAWN BY: LBV CHECKED BY: RRM FOUNDATION PLAN S1.10 TRACT 0 (SKYLJNE ESTATES FIL. 1) A I, II P.U.E. Flo tpp �_ 5 HCA � N1 m LOT 9 ^� 28% % Z 3% , COV. PATIO 1g' _ 16 N 49.2 ,y 7. 11: SF3 7,.4 234.3014 CRAFTSMAN 6\ 0 ED, #5386 w 1 FULL BASEMENT Q' 9' WALLS �' o z FF -75.9 to '3a z% 14% C o TOF=74.7 � � o Nov o m� 2� 4� APPROX. 74 4 z TH ReE 6" SLAB 5.1' ED RISERS 171 P. .4 EXTENDED Hz ONE s" 2 CAR GARAGE 12• n% H.P. y? RISER TOF=74.7 1D2 zo% 72. o' 75. o% Reviewed for zoning Compliance by the 3.0 - 2y% ity otwheae Ridge Planning mi w ti. PORCH p APPROVED % 7s.z 74.0 �S 1ti 4.0 BY: OA. O 16% APPROX. 73.8 g onTE: 3/25/2021 `1O -{\ THREE 6" } RISERS coMnnErvTs: setback encroachment n� 30 ;) permitted for the I1 cli porch _ -N �1 .I M ED L N Sp RE6�l sp o s11 " 4 o'r�%> _ AB RAMP Sol „r 6� U • ��_ S. i:--. �D J L 790M UNDER MY SUPERVISI09-- FOR AND ON BEHALF OF EMK CONSULTANTS, INC. 1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM 1 RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD. 2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT F APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY 0Th INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND FOR INFORMATIONAL PURPOSES ONLY. 3. RETAINING WALLS ARE DESIGNED HORIZONTALLY AND VERTICALLY T TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOF AND NEED TO BE DESIGNED AND CONSTRUCTED PER STRUCTURAL F GEOTECHNICAL SPECIFICATIONS BY OTHERS. 4. LOT AREA TAKEN FROM RECORDED PLAT. 5. SEWER AND WATER SERVICE LOCATIONS ARE TAKEN FROM 1 SUBDIVISION CONSTRUCTION PLANS AND SHOULD BE FIELD VERIF PRIOR TO HOUSE CONSTRUCTION. 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE R LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WIT THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SUM BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF 1 CERTIFICATION SHOWN HEREON. THIS DRAWING DOES NOT REPRESE A MONUMENTED SURVEY AND IS ONLY INTENDED TO DEPICT 1 ACCOMPANYING LEGAL DESCRIPTION. LOT 11 **NOTE: STEP GRADE ALONG THIS WALL LINE TO ACHIEVE FINISHED GRADE SHOWN. THIS MAY AFFECT FOUNDATION DESIGN. 71A I I R ed by the CiTy of Wheat Ridge PIERSON COURT g ,ingNwi=ion NO EXCEPTIONS TAKEN By. Jordan Jefferies NATE, 3/312021 COMMENTS: A grading certlficatin with ILC or updated CCP required prior to CO U.E.=UTILITY EASEMENT S.E.=SIDEWALK EASEMENT DS=DROP SIDING/GRADE NOTE: RAISED EMK CONSULTANTS, INC. LAND DEVELOPMENT D WALL (TOF) SERVICES AND SOLUTIONS VENEER ALONG SHOWN TO ACHIEVE ENGINEERING ®SURVEYING www.EMKC.com 7006 SOUTH ALTON WAY, BLDG. F CENTENNIAL, COLORADO 80112-2019 (303)694-1520 **OPTIONS: JOB NO.: 13185.00 -FULL FINISHED BASEMENT PLOT P LAN ?;. ! DRAWN BY: —9' BASEMENT WALLS —24 CAR GARAGE WONDERLAND HOMES DATE: 03/04// 2021 -CENTRAL AIR CONDITIONER 'edyk, n� TRACT 0 (SKYLJNE ESTATES FIL. 1) A I, II P.U.E. Flo tpp �_ 5 HCA � N1 m LOT 9 ^� 28% % Z 3% , COV. PATIO 1g' _ 16 N 49.2 ,y 7. 11: SF3 7,.4 234.3014 CRAFTSMAN 6\ 0 ED, #5386 w 1 FULL BASEMENT Q' 9' WALLS �' o z FF -75.9 to '3a z% 14% C o TOF=74.7 � � o Nov o m� 2� 4� APPROX. 74 4 z TH ReE 6" SLAB 5.1' ED RISERS 171 P. .4 EXTENDED Hz ONE s" 2 CAR GARAGE 12• n% H.P. y? RISER TOF=74.7 1D2 zo% 72. o' 75. o% Reviewed for zoning Compliance by the 3.0 - 2y% ity otwheae Ridge Planning mi w ti. PORCH p APPROVED % 7s.z 74.0 �S 1ti 4.0 BY: OA. O 16% APPROX. 73.8 g onTE: 3/25/2021 `1O -{\ THREE 6" } RISERS coMnnErvTs: setback encroachment n� 30 ;) permitted for the I1 cli porch _ -N �1 .I M ED L N Sp RE6�l sp o s11 " 4 o'r�%> _ AB RAMP Sol „r 6� U • ��_ S. i:--. �D J L 790M UNDER MY SUPERVISI09-- FOR AND ON BEHALF OF EMK CONSULTANTS, INC. 1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM 1 RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD. 2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT F APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY 0Th INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND FOR INFORMATIONAL PURPOSES ONLY. 3. RETAINING WALLS ARE DESIGNED HORIZONTALLY AND VERTICALLY T TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOF AND NEED TO BE DESIGNED AND CONSTRUCTED PER STRUCTURAL F GEOTECHNICAL SPECIFICATIONS BY OTHERS. 4. LOT AREA TAKEN FROM RECORDED PLAT. 5. SEWER AND WATER SERVICE LOCATIONS ARE TAKEN FROM 1 SUBDIVISION CONSTRUCTION PLANS AND SHOULD BE FIELD VERIF PRIOR TO HOUSE CONSTRUCTION. 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE R LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WIT THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SUM BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF 1 CERTIFICATION SHOWN HEREON. THIS DRAWING DOES NOT REPRESE A MONUMENTED SURVEY AND IS ONLY INTENDED TO DEPICT 1 ACCOMPANYING LEGAL DESCRIPTION. LOT 11 **NOTE: STEP GRADE ALONG THIS WALL LINE TO ACHIEVE FINISHED GRADE SHOWN. THIS MAY AFFECT FOUNDATION DESIGN. 71A I I R ed by the CiTy of Wheat Ridge PIERSON COURT g ,ingNwi=ion NO EXCEPTIONS TAKEN By. Jordan Jefferies NATE, 3/312021 COMMENTS: A grading certlficatin with ILC or updated CCP required prior to CO U.E.=UTILITY EASEMENT S.E.=SIDEWALK EASEMENT DS=DROP SIDING/GRADE NOTE: RAISED FOUNDATION WALL (TOF) y , NOTE: LOWER SIDING OR' -Y( .�\ NOTE: ADJUST GRADE AS VENEER ALONG SHOWN TO ACHIEVE THIS WALL LINE. INDICATED SLOPE. LEGAL DESCRIPTION 5386 PIERSON COURT, LOT 10, BLOCK 1, QUAIL RUN FINAL PLAT, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SETBACKS FRONT: 10' HOUSE, 15' GARAGE (BOW) G R A P H I CO, S C A REAR: 15' SIDE: 5' SIDE -CORNER: 10' 1 22 City of SINGLE FAMILYIDUPLEX �Wheat�idge BUILDING PERMITAPPLICATIONREVIEW COMMUNITY DEVELOPMENT Date: 3/31/2021 Location: 5386 Pierson Ct ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a single-family home located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: ✓ YesNo b. Site drainage/grading plan have been reviewed and are: ✓ OK RNOT OK; refer to stipulations. 2. Public Improvements required & to be completed with9yes ct: a. street paving/patching: Yes No ✓ Completed b. curb & gutter: Yes No ✓ Completed c. sidewalk: Yes No ✓ Completed d. Other (specify): H No Completed For items not constructed, the amount of funds taken in lieu of construction: S 3. V Does all existing roadway/alley R.O.W. meet the standards of the City: M Yes n No If not, what is required? If R.O.W. is required, has the deed been received: IVI Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. V APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Signature 3/31/2021 Date 5. II Stipulations: A grading certification with ILC or updated CCP is required prior to Certificate of Occupancy. 6. 0 A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 7. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2020 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: 3/31/2021 Location of Construction: 5386 Pierson Ct Purpose of Construction: Single-family home Single Family JF71� Commercial El Multi -Family _a Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multii-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 100.00 $ 50.00 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/slormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $150.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: 3/31/2021 ADDRESS: 5386 Pierson Ct Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 720-429-6051 Sincerely, Signature CC: File w .ci.wheatridgexo.us Rev 0420 From: no-reolv(alci.wheatridae.co. us To: CommDev Farm is Subject: Online Form Submittal: New Residential Construction Date: Friday, March 19, 2021 1:36:02 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 5386 Pierson Court Property Owner Name GH Colorado, LLC Property Owner Phone 7205051880 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email metcalf@wonderlandhomes.com Address Attach City of Wheat City of Whet Ridae Payment Form - GH Colorado, LLC.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name GH Colorado LLC What is your role in the Property Owner project? Contact Phone Number 7205051880 (enter WITH dashes, eg 303-123-4567) Contact Email Address metcalf@wonderlandhomes.com for Plan Review Comments Retype Contact Email metcalf@wonderlandhomes.com Address DESCRIPTION OF WORK Detailed Scope of Work - Example: New single family home with 2 car attached garage Square Footage of New Construction Upload Proof of Submission to Water Department Upload Proof of Submission to Sanitation Department Upload Soils Report Engineering Letters and Other Letter Size Attachments Energy Calcs Construction Plans scanned on 11'x17" or larger Project Value (contract value or cost of ALL materials and labor) Station 53 - New single family detached home with attached 2 car garage - 3014 sq ft total (131/1-ot 10) 19181 E! 2021.02.16 Tan Aoolication Soreadsheet.odf Quail Run Block 1. Lot 10 .Ddf 2021-0319 Station 53 SFD SF3 CR 5386 Pierson Ct., Lot 101`871 cony 2 Ddf f�iiLb'X'] SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for tach Metcalf Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. City of Wheat Ridge Single Family - New PERMIT - 202100543 PERMIT NO: 202100543 ISSUED: 04/13/2021 JOB ADDRESS: 5386 Pierson Ct EXPIRES: 04/13/2022 JOB DESCRIPTION: Station 53 - New single family detached home with attached 2 car garage - 3014 sq ft total (Bl/Lot 10) *** CONTACTS *** OWNER ( 3 0 3) 915-4340 WONDERLAND HOMES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 444,990.07 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 91344.79 Permit Fee 31357.30 Engin. Review Fee 150.00 ** TOTAL ** 12,972.09 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-18-13) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. One (1) tree in front yard is required prior to C.O. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 202100543 202100543 ISSUED: 04/13/2021 5386 Pierson Ct EXPIRES: 04/13/2022 Station 53 - New single family detached home with attached 2 car garage - 3014 sq ft total (Bl/Lot 10) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 04/13/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.