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Home My WebLink About7865 W. 42nd Avenue: \ § \{2 Ea x± � y (\ \ a r! (§) / E& § - c ,&!E! ® ))(§\ ) \ 2018 Performance Compliance ty Organization Inspection Status 142nd Ave EnergyLogic 2021-12-16 Ridge, DO 80033 Landis Ortiz Rater ID(RTIN):3 IDI yi-1 RESNET Registered mity: Westadge Builder (confirmed) Tame Home Builders 142nd Ave Thma 1 Annual Energy Cost l Il 2018 Performance As Designed $2118 $173 $46 $40 Addling $164 $184 viral Venfilation $24 $14 GI - Used to determine compliance $442 $392 $ Appliances wlout Ventilation $401 $401 generation $0 $0 5843 $793 Requirements 406.3 Perantim bsse mmwlaee P%sscshy 114% R402.012 A, teal W, Testing NI-aYa'6276ACR L W at, It mm ml once,13 W ACR s W ea. RW2S fueaweigMral avcage MWduaw WGC R4025 Area-wegMW a,gRW hneWnnm V-Fu1p INMA timing EgWmeK Ervtienry R403eI Machamcal VemilaMn EWary MaNMwy mle repo -varier# Nal are rnl M14Yory cneJ]& m.aeaa Erouog.m.Ileemn IRC M1EYE 1] IAMarKY VenMaaui Rale RQ52 OuellwiHhn Design exceeds requirements for IECC 2018 performance compliance by 11.4%. Name: Landis Onz Organization: ErcergyLogic II has oeen Signature: Digitally signed: 12118/21 at e 16 Ph1 Ekolrope, RATER- Version 3.2.3.2797 15ce 2me e.wm.nu ran,µ... ,mai apwamm avadd, RATHR R. RFSRETWI.ga azeas wing TO Al rnnm..I. n: 7865 W42ndAve Model: Y1 -I Ekohope RATER - Version: 32.3.2797 3 Grade Walls: R-23 iadon Wails: WA ;ed Floor: RSO R-10 taboo: Supply: R0. Return RO to Outdoors: 27 CFM @ 25P3 (1 981100 low It Door Specs lue: 03, SHGC 0.33 R-4 hanical Equipment Specs Ing: Furnace • Natural Gas • 965 AFUE ng: Air Conditioner • Electric • 13 SEER Meter: Residential Water Heater • Natural UEF age Mechanical Ventilation: 47 CFM der or Design Professional Summary �re.gytWi� =112166tlYs cre9NWlc.can wm m U+lw>6a1a aESNET Rme.mm(m (idea) Bulkn G D neral Building Information - Ntmnber of Bedrooms a NowntroOlRoom m6onod r"Aaar in n) t He Elmlric MeNkb Ready Spx:B M Unarndmorrood, atlaOietlgvpa9 Tes Code�oned volume on ni 13,460 To orllnib'n Boom 5 ResceDarTypre Beermase, Ins" one FkmNomWr Mcdel Y14 Commandeer We56Jda RE SNETnECC 40m6 Comate Zone 5B Funclation Wail x.n. E....n FIbundation Wall Library List N... v....n Slab xym Fl... »a, e.rp-.E .,., Smrr,..2" Lerman en.I".mm r a rm>m Eroowacom. (derrieres 6rytl S`ab Library List ""y�I .W:Xin �. n, m,"�,eenwoem)In,"Im"no.m In,"naenaea.. x6... __-o'do 1 ling Summary im„ry ttP, Fe .00<„m, .hw o.m,"9 Ft F, w,m,nTopgOwTo Sm1,u 1n, , ae,vy� WOO eanp: JAW -flefoLwc co e66u ""-onu aarmj REFWET wa0reFW �ea teO%nXmmrn OWN wni� ena,F Ya EMWIW W11111 64, oc Gam Floa4an zing «,m, im„ry ttP, Fe .00<„m, .hw o.m,"9 Ft F, w,m,nTopgOwTo m�,m"�m" Sm1,u 1n, n„�wmWIR ."� m OWN ----KoN new Ya o 0 0 wpm 66.oT Fant O 2� A w YM B 0 6 SVM 460T FIM DO .3 WON Ya 6 0 36 SwP FOR, Fmk-” SOSS KM Yn 9 6 6 &NNP SLOT Summary Lighting ;3nerM:`ror!c -, i.... ..i„ ,.e _.Ell- abs eewRY lXs.<mm �0 FK u D Limit Ors XaMriOMI GSt o PESNEi peWSInPo ICCMIMO) Bull Onsite 5 Lighting -, i.... ..i„ ,.e _.Ell- xwm. xcray. ¢a urnmp �0 u lix - '0 o YW Onsite Generation .o., Pr.11lt ". lnsite Generation Library List [I lolar Generation Inees =amoes Nl1lP1l I CIPIII Y IWJI; DI -111 F1,1 Trill idlot Till (i } ehumiditier enumidtfler Library List 5 Summary C M6nn R Space int SUMt Atae ooenaunua �,e s au. IWO(K3 2021 12Bm wll nt tanpxM m(MINQ X18a51 LooM9 E"pmant Serval RE,N TRapsalW (Oaowme) VhNE3e �abHa w R VMus 0 "M 0' C M6nn R Space int SUMt Atae 100 3ution Sy818111 -.... ..� mTyre FatctlMr ____. wll nt Ruasm flt cupment LooM9 E"pmant Serval 1.385 Go4es 2 w R VMus 0 xRValue 0' utlMea(Rt W855 s NaaMR 1Y.5 to OWOoms 21 CFM a 25Pa(1981 IW tt'j k5pe 54 CFM25 ka3e Dottiest COMlims ROwn-In.w Aw Howk uM Flow Rete Yes C M6nn R Space int SUMt Atae 100 nt RaWm Man 100 2 Lagan CmEYwreo Swe ml5upply Area 0 wa Rebwn Mee 0 3 �Ron Co ssnaR Sp :nt SupplyMea 0 an RaNm Area 0 4 LosAon CvgAVRIeO Spate mt SuppM Area 0 am RsI MBa 0 5 LateLan CwpManM $pace mtsugylymea 0 mt Realm Mea 0 I mean f MOotleG Spnte mt Suppl Arae 0 1mR rn Mea 0 Summary CJnergYLogic , a tea. Ilvvu�ginglc.cam EMryrLryK ID3 ,1216 3 IaMe OiN FO(R0(0.➢N).86 (6 11ESNEi mgbcrva mommca) BieWv mme xome BYtlen )� )2 iƒ r( �\0 % _� ± ))/\ \ (/\\ \ \ -0u _ - 0 \ k/ p�0 0 1lie� O w O H :x1 \k \\ 0 k ? c \\} � ,§} 2 { pPH )� )2 iƒ r( �\0 % _� ± ))/\ \ (/\\ \ \ -0u _ - 0 \ k/ p�0 0 1lie� O w O H :x1 Tax Credit pnergyLogic 1y Organisation Inspection 9dlYs ni,se„egpptre., 142ndAve Eanrue Orfic 2021-12-16 RMge,C080033 landNz EIDT (RTM):3616451 V1 -I RESNncrach steretl miry: Westrbge Builder (ConPometl) TM1rive Home Builders RESNET Confirmed Rating Modified Endbdse Leads (NEW 1 year) 2(X18 IECC 50% As Designed Target 10.7 9A Building Features Ceding U: OO2 Wall U: 0.052 Framed Floor U: 0.022 Saint R-10 Glazing PropeM1les: U -Value: 0.3, SHGC: 0.33 Envelope Loads (Who I year) Category 2001 ASDesigned 90% Target Heating 19.3 111 Cooling 3.2 2.9 Total 22.5 14.6 Heating System: Furnace- Natural Gas -98.5 AFUE Coding System: An Conditioner - Eecaic -13 SEER Duct Leakage to Oudde: 27 CFM @ 251aa (1.981100 W) home meets the requirements for the residential energy efficiency tax credit under section 1332, Credit for Sruction of New Energy EIDdenl Homes, of the Energy Policy Ad of 2005. Builder should verily that the 45L Tax it is available for Me year in which this home was built. i dwaing unit las a projected level of annual heating and cooling energy assumption tier a at least 50 rerwnt the annual Iwo of Fearing and oxch,g ana g consumMion are referenru duwlNq unit In tba same dimaM rare: long anvelope compound improvements alone account fpr a levef of annual healing and cooling energy Mean that is at least 10 percent below the annual level of haagg and coaling energy consumpfon of a reference g unit in the same deals zone: and Ang and cooling energy wnwmption have been calculated in 1» manner presvibed in senion 2 03 of this rgfime Id inspections of the dwdlirg unit ion of other dwelling units under the ENERGY STARA) for Hemel Sampling of Guidelines) performed by the eligible Put during and Mar the completion of ounsmidton have confirmed that es of the home affecting such haating and cooling seamy wnswption comply with the design specifications A to me eligible otmfimr der penalties of inquiry, I decant thm I have exammool Ihia wifification, Inducing awomparna g dccwrems, and to the I of my knowledge and tated, 0a facts Presented in support of this caeficatirn are we, conear. and coomplmee/ Name: Lancia Odiz Signaturn: Organization: EnegyLogic Digitally sgned: IWIVi2l a14:16 PM Ekahaim RATER- Version 3.2.32797 ANIn Wneab rSumumn FXmxeaeMUY W WMmr W IMrmNm ummm Mveyar. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Solar PV Installation Date: Tuesday, August 17, 2021 11:54:10 AM Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 746 S Poplar Street Property Owner Name Thrive Home Builders Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 720-584-4789 doedewaldt@thrivehomebuilders.com Electronic Payment Form Sunnova 8.17.2021.Ddf CONTRACTOR INFORMATION Contractor Business Namaste Solar Electric Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the 090413 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 Kyle Pegon 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) Contractor Phone 303-447-0300 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email kyle.pegon@namastesolar.com Address Retype Contractor kyle.pegon@namastesolar.com Email Address DESCRIPTION OF WORK Scope of Work Master plan approved, over the counter permit. Installation of a new 3.0 kw solar array on each individual unit of the Westridge Yarrow Gardens community by Thrive Home Builders. Each array will be totally independent of each other, but will have a shared meter bank. Each solar array will be grid -tied, have no battery connection, and will utilize enphase microinverters. We will be installing Hanwha 340 watt solar panels and utilizing unirac's racking system with the ecofasten roof attachment system. KW 3.0 # of Panels 8 Location of Panels 8 on roof Structural required No Upload engineer letter Westridae MPS AHJ_stam end Ddf or pages on 8 1/2" x 11" only Solar Installation Plan 11X17 RFC PLOTPLAN WESTRIDGE LOT 10 BLK 6 7865 W Set on 11"x17" only. 42NDAVE PLAN Y2 B -S OR 1 JK375.odf Project Value (contract 6750 value or cost of ALL materials and labor) ,A lei uG\ Lei :».]0111101.7A:Ra IF-a01.lnEel Ga01owmel:»:1r�d:10r1 I assume full Yes responsibility for compliance with applicable City of IAN- Im m otWheat,p. UA m "REVI FORCOLECCMPI]AN� There hawing; were renewed under tlx applable law sin effect a[tle a me of submittal Reamrede effort was ererdeed In dred<Ing for code complarre. mese mplre of mere mamenm sndu not construed to A a permit for, or an approval of any olatlm of state and/or local cogs, ordinances cr amendments bereft Plan Reviewer Allen PCney Date W/16/2021 THRIVE HOME BUILDERS DENVER, COLORADO 02.11.2020 1"=50' 6 11 Y4-W Y1 -IA 15 14JYVAY4-EA YNA YNA -37 a �w > I O O I U _ W W K H s � 4-i N O I O O < vy } otWheat,p. UA m "REVI FORCOLECCMPI]AN� There hawing; were renewed under tlx applable law sin effect a[tle a me of submittal Reamrede effort was ererdeed In dred<Ing for code complarre. mese mplre of mere mamenm sndu not construed to A a permit for, or an approval of any olatlm of state and/or local cogs, ordinances cr amendments bereft Plan Reviewer Allen PCney Date W/16/2021 THRIVE HOME BUILDERS DENVER, COLORADO 02.11.2020 1"=50' 6 11 Y4-W Y1 -IA 15 14JYVAY4-EA YNA YNA -37 WEST 43RD CIRCLE WEST 43RD PLACE ____ tj�_JOM'l ®oY4-W Y2E Y1 -I Y1 -I Y4 -W are..I I E Z 1191 �! ME a I ISI IMI I p1mmis 0 0 0 0 0 — 0 00 0 Y4 -E W -I Y2.1 Y2-1 Y4 -E r Y2 -E V1_l Y14 Y2 -I eav are. re.� ems: 6 a 8 E E 15 d1710 12 13 1418 Y4E Y7-IV2�1 V2 -I V4 -E Y2 -E Y1-1 Y4 -E O OOO m OO OO su r WESTRIDGE FINAL PRE -PLAN WHEAT RIDGE, COLORADO WEST 42ND AVENUE Homes that do more. a �w > I O O I _ W W K H s � N O I O O < vy } Homes that do more. SITE SPECIFIC PLOT PLAN NOTES: LOT=9 PROF = 27.9 GARAGE SLAB =27.0 GRADE BEAM =15" (27.9-27.0=00.9a12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT = 10 PROF = 27.9 GARAGE SLAB =26.9 GRADE BEAM =16" (27.9-26.9=01.0a12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED LOT = 11 PROF = 27.9 GARAGE SLAB =26.7 GRADE BEAM =18" (27.9-26.7=01.2a12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT = 12 PROF = 27.9 GARAGE SLAB =26.5 GRADE BEAM =21" (27.9-26.5=01.4a 12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED REVISIONS: 06-26-19 - GRADING REVISED ALONG LEFT SIDE OF LOT 9 PER NEW GRADING PLAN - AL. 0 20 40 SCALE: 1"=20' MODEL OPTIONS: SUBDIVISION: YARROW GARDENS FILING NO. 3 COUNTY: JEFFERSON CITY: WHEATRIDGE ADDRESS: 0 Y J OF O BE GO �w 0 w H Q 00 J� O CA Q 25. THB WestRidge LLC PLOT PLAN 1 � � .,e.,.1�RACTF �•,..., X01 MM& Oc p i ��1 ... alp CONI. 7869 WEST 42ND AVENUE 10 & aces CONC o rs e�I v..... & °." CO C. 12 Y a ozo f C.�. 4.8' OJ C NT 22 16. 16. z6.i 2 .0 �fw S o "�M M S�� im 10S o 11 Nr M S f o e BY: 1,045 SQFT I'? 1,044 SQFT 12m Si9 m OVERSIZE Ih OVERSIZE M'° F 1,573 SQFT �, 1 -CAR to 1 -CAR m 1,676 SQFT s f n 2 -CAR GARAGE GARAGE 2 -CAR #7869 GARAGE861 1 LEGEND aTOSGE �5427.9� rTOS865 �5427.9M a 89 TOS=5427. - 2�.2�� TOS=5427.9 r 22.0 165 , 2 155 YMROW GRBOENB. YMROw GAROENB� 21.0 2J.0 Y.GMDi YABROw8M0EN8 Y4 -E m Y1 -I m Y1 -I Y2 -E 1. PATIO 21 eo L' SCK ABOVE 1IOj 5' WALK a Ja �2J744CHASE ry `CONCR PAN WEST 42ND AVENUE R.O.W. VARIES • PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR FOUNDATION PLAN LAYOUT. • PLOT PLAN SUBJECT TO APPROVAL BY ZONING/BUILDING AUTHORITY PRIOR TO STAKEOUT. • EASEMENTS DISPLAYED ON THIS PLOT ARE FROM THE RECORDED PLAT AND MAY NOT INCLUDE ALL EASEMENTS OF RECORD. • PLOT PLAN MUST BE APPROVED BY BUILDER PRIOR TO ORDERING STAKEOUT • LOT CORNER ELEVATION CHECK. NOT TAKEN 3 T T,,twSARRO W GARDENS F3\YARR0W OAROPNS F3 tlwg 6A6A019 4:00:46 PM 9=1 '�Wh�cF�dge "REVIEW® FOR CORE COMFLIANO" merecl were renewed under are applcable laws n effect atOR ane of submittal Nadi effort was exerdAd In cheming for code compliance. ]He Armor, ofinere ma,merfir shall not construed to be a Fermi for, a an apdroval of any Foci of state andbr hI cores, ordinances a amendment tereto. PIEN Reviewer Allen Posey Dare RAPAPORT LOT 9 -12 BLOCK 6 LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE Reviewed for Coning Compliance by the�..� City of Wheat Ridge Planning Division :' e APPROVED BY: DATE: 4/2/2021 COMMENTS: N 6 Reviewed bythe City of Wheat Ridge .t. f 13 Engineering Division 4.8' NO EXCEPTIONS TAKEN .0 1 FRONT -1 I SETBACK Jordan Jefferies BY: DATE; 3/31/2021 p1.0 COMMENTS: A grading certificatin with ILC or O o vi updated CCP required prior to CO LEGEND o Wheal u � A mcgd^t9 Dogs LOWERED FINISH GRADE: X® HOUSE X57 -XI PORCH ® GARAGE/CRAWL SPACE FX --XI FOUNDATION STEP xx' CONCRETE RISER COUNT CONCRETE ELEVATION `saxxxx DIRT/GONG. ELEVATION AT V CENTER OF CURB STOP (XX.XX) DIRT/GONG. ELEVATION AT TER CENOF METER PIT urveying,Inc. vnmm.rears•r.blLness South Yosemite Street 1100 Centennial, CO 80112 : (303) 850-0559 Fax: (303) 850-0711 IS infoObjsurvey.net YARROW GARDENS STACKED TOWNHOMES BUILDING TYPE 4B CONTEMPORARY ELEVATION STYLE'C' BLOCK 6, LOTS 9- 12 WHEAT RIDGE, COLORADO THRIVE HOME BUILDERS Homes that do more. F I N I S H E D A R E A I N D E X O F D R A W I N G S B U I L D I N G A D D R E S S E S Y1-1 FINISHED LOWER LEVEL 200 SF MAIN LEVEL 554 SF UPPER LEVEL 560 SF 1,314 SF UNFINISHED GARAGE 354 SF DECK 121 SF PATIO 122 SF 597 SF Y2 -E FINISHED LOWER LEVEL 204 SF MAIN LEVEL 682 SF UPPER LEVEL 691 SF 1,577 SF UNFINISHED GARAGE 466 SF DECK 108 SF PATIO 144 SF 718 SF Y4 -E FINISHED UPPER LEVEL 773 SF MAIN LEVEL 743 SF LOWER LEVEL 222 SF 1,737 SF UNFINISHED DECK 128 SF GARAGE 512 SF PATIO 162 SF 802 SF SHEET NUMBER SHEET NAME LOT ADDRESS AO CONTEMPORARY COVER SHEET G1 CODE ANALYSIS G2 GENERAL NOTES G3 ARCHITECTURAL SITE PLAN A1.01 4-PLEX-B LOWER LEVEL BLDG PLAN A1.02 4-PLEX-B MAIN LEVEL BLDG PLAN A1.03 4-PLEX-B UPPER LEVEL BLDG PLAN A1.04 4-PLEX-B ROOF PLAN A3.01 4-PLEX-B BLDG ELEVATIONS A3.02 4-PLEX-B BLDG ELEVATIONS No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. 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. BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE Reviewed by the City of Wheat Ridge ! A Engineering Division J APPROVED Jordan Jefferies BY: DATE: 3/31/2021 COMMENTS: A grading certification with ILC or updated CCP required prior to CO Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division r� APPROVED BY: DATE: 4/2/2021 COMMENTS: (Complies With approved masters and SDP �,�Y or Wheatge Comnurvm DFVFlDPn1FKr "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. Plan Reviewer Allen Posey Date 04/15/2021 ,� rN heat r 6y�11ain9 D`,1'\ c� a 0 z W 0 nu 0 0 0 .o, f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 W W W.THRIVEHOMEBUI LDERS.COM GoddenISudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf C0to�9 y O PAU MIC RA 401 g tis�0 ARC LU U O 0 V) LU O ZO LU O U C) LU Z 0 (DO � F— Q LU O rV CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 CONTEMPORARY COVER SHEET AO 0 f h rive HOME BUILDERS Homes that do more_ THRIVE HOME CODE ANALYSIS FIRE-RESISTANT CONSTRUCTION 40 GoddenjSudik -8302.2 TOWNHOUSES: PROJECT D 303.455.4437 www.goddensudik.com -R302.2.1 CONTINUITY: FIRE -RESISTANCE -RATED COMMON WALL SEPARATING EACH UNIT SHALL BE Suite 250 Centennial, CO 80111 APPLICABLE CODES & STANDARD: CONTINUOUS FROM FOUNDATION TO UNDERSIDE OF ROOF SHEATHING AND FIRE -RESISTANCE RATING o�\Nheal r � oc 2018 INTERNATIONAL BUILDING CODE SHALL EXTEND THE FULL LENGTH OF THE COMMON WALL. ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER U 0 2018 INTERNATIONAL RESIDENTIAL CODE V � O � F— Q W_ O GoddenlSudikArchitects Baseline Engineering EV Studio 2018 INTERNATIONAL ENERGY CONSERVATION CODE -R302.2.2.2 PARAPETS... EXCEPTION: PARAPETS WILL NOT BE REQUIRED... WHEN THE ROOF IS COVERED WITH 5975 S. Quebec St., Suite 250 1950 Ford Street 1117 Cherokee Street Centennial, CO 80111 Golden, CO 80401 Denver, CO 80204 2018 INTERNATIONAL MECHANICAL CODE A MINIMUM CLASS C ROOF COVERING, AND THE ROOF DECKING OR SHEATHING IS OF NONCOMBUSTIBLE 303.455.4437 303.940.9966 303.670.7242 2018 INTERNATIONAL PLUMBING CODE MATERIALS OR APPROVED FIRE -RETARDANT -TREATED WOOD FOR A DISTANCE OF 4 FEET ON EACH SIDE OF Contact: Paul Brady Contact: Noah Nemmers Contact: Ross Maxwell 2018 INTERNATIONAL FIRE CODE THE COMMON WALL. 2018 INTERNATIONAL FUEL GAS CODE 2017 NATIONAL ELECTRIC CODE -R302.2.4 STRUCTURAL INDEPENDENCE: OWNER LANDSCAPE ARCHITECT EXCEPTION 1. FOUNDATIONS SUPPORTING EXTERIOR WALLS OR COMMON WALLS. Thrive Home Builders Redland OCCUPANCY: TOWNHOUSE EXCEPTION 2. STRUCTURAL ROOF AND WALL SHEATHING FROM EACH UNIT MAY FASTEN TO THE 1875 Lawrence Street, Suite 900 1500 west Canal Court PER THE INTERNATIONAL BUILDING CODE EXCEPTION (101.2) DETACHED ONE- AND TWO-FAMILY DWELLING COMMON WALL FRAMING. Denver, CO 80202 Littleton, CO 80120 303.707.4439 720.283.6783 AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES) NOT MORE THAN THREE STORIES ABOVE GRADE EXCEPTION 3. NONSTRUCTURAL WALL AND ROOF COVERINGS Contact: Eric Sung Contact: Susan wade PLANE IN HEIGHT WITH A SEPARATE MEANS OF EGRESS AND THEIR ACCESSORY STRUCTURES SHALL COMPLY EXCEPTION 4. FLASHING AT TERMINATION OF ROOF COVERING OVER COMMON WALL CODE ANALYSIS WITH THE INTERNATIONAL RESIDENTIAL CODE. -R302.4.1 THROUGH PENETRATIONS: THROUGH PENETRATIONS OF FIRE -RESISTANCE -RATED WALL HEIGHT AND NUMBER OF STORIES: ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2 STORIES: 3 STORIES (MAX) GARAGES: HEIGHT: 32 FT MAX OR PER VARIANCE APPROVAL -R302.5.1 OPENING PROTECTION: DOORS BETWEEN GARAGE AND RESIDENCE SHALL BE MINIMUM OF 1 3/8" THICK SOLID WOOD DOORS, SOLID OR HONEYCOMB CORE STEEL DOORS OR 20 MINUTE FIRE -RATED 2018 INTERNATIONAL RESIDENTIAL CODE PROVISIONS DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. R302.1 CONSTRUCTION, PROJECTIONS, OPENINGS AND PENETRATIONS OF EXTERIOR WALLS OF -R302.5.2 DUCT PENETRATION: DUCTS IN THE GARAGE AND PENETRATING THE WALLS OR CEILING DWELLINGS AND ACCESSORY BUILDINGS SHALL COMPLY WITH TABLE R302.1 SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM No. 26 GAGE EXCEPTION 1. WALLS, PROJECTIONS, OPENINGS OR PENETRATIONS IN WALLS SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE R302.6 DWELLING/GARAGE FIRE SEPARATION: PER TABLE R302.6 - DOES NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL TABLE R302.1(1) EXTERIOR WALL TABLE R302.6 DWELLING/GARAGE SEPARATION MINIMUM FIRE -RESISTANCE MINIMUM FIRE SEPARATION EXTERIOR ELEMENT RATING DISTANCE SEPARATION MATERIAL FROM THE RESIDENCES AND ATTICS NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO FIRE -RESISTANCE RATED 1 HOUR TESTED 0 FEET ASTM E 119 OR UL 263 THE GARAGE SIDE WALLS NOT FIRE -RESISTANCE RATED 0 HOURS >_ 5 FEET FROM ALL HABITABLE ROOMS ABOVE THE NOT LESS THAN 5/8" TYPE 'X' GYPSUM BOARD OR EQUIVALENT NOT ALLOWED N/A < 2 FEET GARAGE FIRE -RESISTANCE RATED 1 HOUR ON THE > 2 FEET < 5 FEET STRUCTURE(S) SUPPORTING FLOOR/CEILING PROJECTIONS UNDERSIDE ASSEMBLIES USED FOR SEPARATION NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT REQUIRED BY THIS SECTION NOT FIRE -RESISTANCE RATED 0 HOURS >_ 5 FEET NOT ALLOWED N/A < 3 FEET GARAGES LOCATED LESS THAN 3 FEET NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO OPENINGS IN WALLS 25% MAX OF WALL AREA 0 HOURS 3 FEET FROM A DWELLING UNIT ON THE SAME LOT THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA UNLIMITED 0 HOURS 5 FEET COMPLY W/ R302.4 < 3 FEET LIGHT, VENTILATION AND HEATING PENETRATIONS ALL NONE REQUIRED 3 FEET -ALL APPLICABLE ROOMS WILL COMPLY WITH REQUIREMENTS IN SECTION R303. -GARAGES WILL NOT BE MECHANICALLY HEATED. MEANS OF EGRESS TABLE 8302.1(2) EXTERIOR WALL - DWELLINGS WITH FIRE SPRINKLERS -SEPARATE MEANS OF EGRESS WILL BE PROVIDED FOR EACH UNIT. MINIMUM FIRE -RESISTANCE MINIMUM FIRE SEPARATION EXTERIOR ELEMENT RATING DISTANCE -AUTOMATIC SPRINKLER SYSTEM WILL ONLY BE INSTALLED IN SPECIFIC UNITS AS NOTED ON SHEET G3. 1 HOUR TESTED FIRE -RESISTANCE RATED 0 FEET ASTM E 119 OR UL 263 -FIRE SPRINKLER SYSTEM SHALL BE DESIGNED & INSTALLED IN ACCORDANCE WITH SECTION P2904 WALLS OR NFPA NOT FIRE -RESISTANCE RATED 0 HOURS 3 FEET CA/ACCESSIBILITY DNOT ALLOWED N/A < 2 FEET PER FAIR HOUSING ACT: MULTISTORY DWELLING UNITS ARE NOT COVERED BY THE GUIDELINES WITHOUT 1 HOUR ON THE PROJECTIONS FIRE -RESISTANCE RATED UNDERSIDE 2 FEET ONE OR MORE ELEVATORS. -R320.1 SCOPE: WHERE THERE ARE FOUR OR MORE DWELLING UNITS IN A SINGLE STRUCTURE, THE NOT FIRE -RESISTANCE RATED 0 HOURS 3 FEET PROVISIONS OF CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE FOR GROUP R-3 SHALL APPLY. NOT ALLOWED N/A < 3 FEET OPENINGS IN WALLS -IBC 1 107.6.3 GROUP R-3: WHERE THERE ARE FOUR OR MORE DWELLING UNITS IN A SINGLE STRUCTURE, UNLIMITED 0 HOURS 3 FEET EVERY DWELLING UNIT SHALL BE A TYPE B UNIT. -R1 107.7.2 MULTISTORY UNITS: A MULTISTORY DWELLING UNITY WHICH IS NOT PROVIDED WITH ELEVATOR COMPLY W/ R302.4 < 3 FEET SERVICE IS NOT REQUIRED TO BE A TYPE B UNIT. PENETRATIONS ALL NONE REQUIRED 3 FEET DEFERRED SUBMITTALS: FIRE SPRINKLERS (DEFERRED SUBMITTAL UNDER SEPARATE PERMIT) STRUCTURAL FOUNDATION PLANS WILL BE SUBMITTED AT INDIVIDUAL LOT SUBMITTALS. 0 f h rive HOME BUILDERS Homes that do more_ THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM 40 GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Of Cotolp If 03 O PAU MIC RA 401 g F tis�0 ARC o�\Nheal r � oc LU U 0 V) LU O ZO wO U C) 7 LU L V 0 V � O � F— Q W_ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 CODE ANALYSIS Gl GENERAL NOTES ROOF NOTES FIRE SEPARATION NOTES 1 . CODES HAVING JURISDICTION SHALL BE STRICTLY OBSERVED IN THE CONSTRUCTION OF 1 . ALL ROOF TRUSSES TO BE DESIGNED AND FABRICATED UNDER THE SUPERVISION OF A 1 . OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING THE PROJECT. ALL APPLICABLE STATE, COUNTY, AND CITY REQUIREMENTS REGARDING COLORADO LICENSED STRUCTURAL ENGINEER. PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND THE BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, AND FIRE CODES SHALL BE 2. PROVIDE ROOF VENTS AND/OR SOFFIT VENTS AS REQUIRED PER IRC. SEE ROOF VENT RESIDENCE SHALL BE EQUIPPED WITH A SELF-CLOSING, SELF -LATCHING SOLID WOOD VERIFIED BY THE SUBCONTRACTORS BEFORE COMMENCEMENT OF CONSTRUCTION. ANY CALCULATIONS FOR "NET FREE AREA REQUIRED". DOOR NOT LESS THAN 1-3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR DISCREPANCIES BETWEEN THE CODE REQUIREMENT AND THE DRAWINGS SHALL BE 3. CRICKET AND SADDLES SHALL BE INSTALLED IN REQUIRED LOCATIONS PER IRC. NOT LESS THAN 1-3/8" THICK, OR 20 -MINUTE FIRE -RATED DOORS. (IRC) REPORTED TO THE BUILDER IMMEDIATELY. 4. INSTALL CONTINUOUS SOFFIT VENTS WITH OVERHANGS UNDER 24 INCHES AND SOLID 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC SPACE BY NOT 2. CONTACT THE BUILDER FOR CLARIFICATION OF ANY DISCREPANCIES AND/OR ERRORS SOFFIT BOARDS WITH UNDEREAVE VENTS WITH OVERHANGS OVER 24 INCHES. LESS THAN 5/8" TYPE 'X' GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE FOUND IN THE CONTRACT DOCUMENTS. ANY CHANGES TO THE CONTRACT DOCUMENTS 5. ICE AND WATER SHIELD TO BE INSTALLED PER IRC & BUILDING SPECIFICATIONS. SEPARATION IS A HORIZONTAL THE GYPSUM BOARD SHALL BE ATTACHED TO FRAMING SHALL BE REVIEWED AND APPROVED BY THE BUILDER PRIOR TO ANY CONSTRUCTION. 6. VALLEYS: CENTER A 36" WIDE STRIP OF SELF -ADHERED ICE AND WATER SHIELD IN THE VALLEY. MEMBER SPACED NO MORE THAN 16 INCHES ON CENTER AND THE STRUCTURE 3. ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDELINES ICE AND WATER SHIELD SHALL BE TIGHT IN THE VALLEY, WITHOUT CREASES OR WRINKLES. SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8" TYPE 'X' AND/OR BUILDER DETAILS. CONTACT BUILDER WITH ANY DISCREPANCIES BETWEEN MFR'S INSTALL ROOF UNDERLAYMENT TO THE ROOF AND OVERLAP ICE & WATER SHIELD STRIP BY 6" GYPSUM BOARD OR EQUIVALENT. (IRC) AROUND STRUCTURAL ELEMENTS PROVIDE 5/8" GUIDELINES AND BUILDER PROVIDED DETAILS PRIOR TO INSTALLATION. MINIMUM. INSTALL SHINGLES IN CLOSED OR WOVEN VALLEY PER SHINGLE MANUFACTURER'S TYPE 'X' GYPSUM BOARD - TAPE AND FINISH. 4. CONTRACTOR AND APPLICABLE TRADES WORKING ON THE JOB SHALL CONSULT WITH AND SPECIFICATIONS 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING FOLLOW PREPARED SOILS REPORT RECOMMENDATIONS. 7. GENERAL UNDERLAYMENT REQUIREMENTS PER IRC AND ROOFING MANUFACTURER'S THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE 5. SEE STRUCTURAL ENGINEER'S SITE SPECIFIC FOUNDATION PLANS FOR FINAL CONSTRUCTION SPECIFICATION: (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS SPECIFICATIONS. 7.1. FOR 2:12 UP TO 4:12 ROOF, PROVIDE 2 LAYERS OF BUILDER APPROVED INTO THE GARAGE. 6. CONTRACTOR TO COORDINATE TOP OF FOUNDATION WALL ELEVATIONS WITH UNDERLAYMENT. 4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE INFORMATION INDICATED ON THESE DRAWINGS, STRUCTURAL ENGINEER'S FOUNDATION 7.2. FOR 4:12 AND GREATER, PROVIDE ONE LAYER OF BUILDER APPROVED UNDERLAYMENT. AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. (IRC) PLANS AND FINAL SITE GRADING. 8. PROVIDE DOWNSPOUTS, PER BUILDER SPECIFICATIONS, W/ ADJUSTABLE EXTENDERS TO 5. AT MECHANICAL FLUES PROVIDE DRAFT STOP AT FLOOR LEVELS, VERIFY CLEARANCE WITH 7. PROVIDE POSITIVE DRAINAGE AWAY FROM FOUNDATION PER SOILS REPORT CARRY WATER MIN. 5-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT OR MANUFACTURER, MECHANICAL ENGINEER AND LOCAL CODES. RECOMMENDATIONS OR A MINIMUM OF 10% AWAY FROM FOUNDATION FOR THE FIRST 10 PER LOCAL CODES. WHERE APPLICABLE, REFER TO CIVIL DRAWINGS FOR LOCATION OF AND 6. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED BY CODE TO BE FIRE -RESISTANCE RATED, FEET. IMPERVIOUS SURFACES MAY BE SLOPE 2.5% MINIMUM AWAY FROM THE STRUCTURE CONNECTION TO THE STORM DRAIN SYSTEM. SHALL BE PROVIDED WITH A 1/2" GYPSUM WALL BOARD MEMBRANE, 5/8" WOOD FOR THE FIRST 10 FEET. GENERAL NOTES STRUCTURAL PANEL MEMBRANE OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR 8. PROVIDE DAMP PROOFING ON EXTERIOR FACE OF ALL FOUNDATION WALL PER BUILDER OPENING NOTES FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS, VENTS, ELECTRICAL SPECIFICATION. 1 . PROVIDE TEMPERED GLAZING IN HAZARDOUS LOCATIONS PER IRC OUTLETS, LIGHTING, DEVICES, LUMINARIES, WIRES, SPEAKERS, DRAINAGE, PIPING AND 9. PER IRC, PROVIDE 4 MIN. GRAVEL BASE OR APPROVED EQUAL UNDER CONCRETE SLAB ON 2. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. GRADE WITH A 6" MIN. POLYETHYLENE OR APPROVED VAPOR BARRIER WITH JOINTS LAPPED ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENINGS. EXCEPTIONS: NOT LESS THAN 6" BETWEEN GRAVEL BASE AND SLAB. 3. EGRESS WINDOWS (IRC): 6.1. FLOOR ASSEMBLIES PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM. 10. PROVIDE MINIMUM CLEARANCES FOR ALL EXTERIOR WALL MATERIALS TO TOP OF GRADE PER 3.1 . EGRESS WINDOWS TO HAVE A SILL HEIGHT OF 24" MINIMUM AND 44" MAXIMUM ABOVE 6.2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED FOR LOCAL CODES OR A MINIMUM OF 8" (4" FOR MASONRY VENEERS). FINISHED FLOOR. STORAGE OR FUEL -FIRED APPLIANCES. 1 1 . ALL DIMENSIONS ARE TO FACE OF FOUNDATION OR ROUGH FACE OF STUDS UNLESS 3.2. SHALL HAVE 5.7 SQUARE FEET OF OPEN AREA. GRADE FLOOR MINIMUMALL 6.3. AGGREGATE AREA OF THE UNPROTECTED PORTION DOES NOT EXCEED 80 S.F. & INDICATED OR NOTED OTHERWISE. ALL MASONRY DIMENSIONS INDICATED ARE NOMINAL OPENINGS SHALL HAVE A MINIMUM OF 5 SQUARE FEET OF NET OPEN AREA. FIREBLOCKING IS INSTALLED ALONG THE PERIMETER OF THE UNPROTECTED PORTION DIMENSIONS. CONTACT THE BUILDER FOR CLARIFCATION WITH ANY DIMENSIONING ISSUES 3.3. NET CLEAR HEIGHT SHALL BE 24" MINIMUM AND NET CLEAR WIDTH SHALL BE 20" TO SEPARATE THE AREA FROM THE REMAINDER OF THE FLOOR ASSEMBLY. OR CONFLICTS. DO NOT SCALE. MINIMUM. 6.4. WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE 12. THICKNESS OF INTERIOR WALL FRAMING IS 3 1/2" UNLESS NOTED OTHERWISE. 4. EGRESS WINDOW WELLS MUST ALLOW FULL OPERATION OF WINDOW HAVE A MINIMUM LUMBER EQUAL TO OR GREATER THAN 2X10 NOMINAL DIMENSION, OR OTHER 13. TYPICAL THICKNESS OF 2X6 EXTERIOR WALL FRAMING IS 5 1/2" UNLESS NOTED CLEAR AREA OF 9 SQUARE FEET AND A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. OTHERWISE. 36 INCHES. IF WINDOW WELL IS OVER 44 INCHES DEEP, PERMANENT STAIRS OR LADDER 7. PROVIDE FIRE -RATED EAVE PER DETAIL AS REQUIRED PER CODE -VERIFY W/ PLOT PLAN AND 14. DOOR &WINDOW CALLOUTS ARE GENERIC/NOMINAL DIMENSIONS. ACTUAL ROUGH MUST BE PROVIDED WHICH DOES NOT PREVENT OPERATION OF THE WINDOW OR FIELD CONDITIONS. OPENINGS PER MANUFACTURER'S SPECS. ENCROACH MORE THAN 6 INCHES INTO THE CLEAR AREA. (IRC) 15. ALL ANGLES ARE 450 UNLESS NOTED OTHERWISE FIRE SPRINKLER NOTES 16. ALL DOOR & WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF R.O. UNO PLUMBING NOTES 1. AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE- AND TWO- FAMILY 17. PLATFORM FRAME ALL WALLS TO UNDERSIDE OF BOTTOM CHORDS OF TRUSS OR JOIST. 1 . VERIFY WITH LOCAL MUNICIPALITY & INSTALL WATER -HAMMER ARRESTORS AS NECESSARY TO DWELLINGS UNLESS EXEMPTED BY LOCAL MUNICIPALITY. 18. FRAMING CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALL SERVICE LINES FOR WASHER BOX, DISHWASHER AND ICE -MAKER. WATER -HAMMER ARRESTORS 2. DESIGN &INSTALL AUTOMATIC FIRE SPRINKLER SYSTEMS PER IRC AND LOCAL CODES. SUBCONTRACTORS TO DETERMINE THE LOCATION OF ALL FIXTURES, APPLIED TREATMENTS, SHALL INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION EQUIPMENT, HARDWARE ITEMS, ETC., AND PROVIDE SOLID STRUCTURAL BLOCKING AND/OR INSTRUCTIONS. C CTIONS. IECC 2018 COMPLIANCE NOTES EXTRA FRAMING NECESSARY FOR SAFE AND SOUND ANCHORAGE AND/OR SUPPORT. 2. SUMP PIT &PUMP TO BE INSTALLED PER LOCAL CODES (IRC) AND SEALED WITH GAS-TIGHT SIMULATED PERFORMANCE ALTERNATIVE METHOD 19. PROVIDE VERTICAL AND HORIZONTAL FIRE BLOC KIN G/DRAFTSTOPS PER LOCAL CODES REMOVABLE COVER. FIELD VERIFY LOCATION OF PIT. 1 . INSULATION - SEE SCHEDULE. 20. HABITABLE ROOMS, HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, LAUNDRY 3. PROVIDE COMBUSTION AIR PER SPECIFICATION AND LOCAL CODES (IRC) TO FURNACE AND 2. WINDOWS - LOW -E, U<0.30 MINIMUM. ROOMS AND BASEMENTS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. THE HOT WATER HEATER. 3. HEATING - FUEL -FIRED AIR DISTRIBUTION, NATURAL GAS, 92.1 AFUE MINIMUM. REQUIRED HEIGHT SHALL BE MEASURED FROM THE FINISH FLOOR TO THE LOWEST 4. WATER CLOSETS AND LAVATORIES SHALL BE SET 15" FROM ITS CENTER TO ANY SIDE WALL, 4. COOLING -ELECTRIC AIR CONDITIONING UNIT, 13.0 SEER MINIMUM. PROJECTION FROM THE CEILING. (IRC) PARTITION OR VANITIES AND MAINTAIN 30" MINIMUM CENTER -TO -CENTER BETWEEN 5. WATER HEATING - TANKLESS HOT WATER SYSTEM WITH BUILT-IN RE -CIRCULATION PUMP. 21. CEILINGS IN BASEMENTS WITHOUT HABITABLE SPACES MAY PROJECT TO WITHIN 6 FEET, 8 ADJACENT FIXTURES. 0.97 EF. INCHES OF THE FINISHED FLOOR; AND BEAMS, GIRDERS, DUCTS OR OTHER OBSTRUCTIONS 5. MAINTAIN 21" MINIMUM CLEARANCES IN FRONT OF WATER CLOSETS AND LAVATORIES. 6. PROGRAMMABLE THERMOSTAT STANDARD - ONE PER HEATING/COOLING SYSTEM. MAY PROJECT TO WITHING 6 FEET, 4 INCHES OF THE FINISHED FLOOR. (IRC) 7. DUCT SEALING - LESS THAN OR EQUAL TO 4 CFM/100 SF FOR 2 RETURNS & 6CFM FOR 3 22. SHOWER AND TUB/SHOWER WALLS SHALL BE INSTALLED WITH BACKING PER BUILDER RADON MITIGATION NOTES RETURNS SPECIFICATION & FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6'-0" (IRC) 1 . 3" MIN. VERTICAL VENT PIPE CONNECTED TO 3" MIN. UNDER SLAB PERFORATED PIPE IN 4" 8. PER SECTION N1 101.14 (R401.3) (MANDATORY) A PERMANENT CERTIFICATE SHALL BE 23. VENT ALL EXHAUST FANS TO EXTERIOR. PROVIDE RAIN CAPS AND FLASHING AS REQUIRED. MIN. GRAVEL BED (BY OTHERS) AND RUN THROUGH HOUSE'S CONDITION SPACE AND ROOF COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A 24. PROVIDE MECHANICAL VENTILATION PER CODE IN BATHROOMS CONTAINING A BATHTUB & FLASH ALL PENETRATIONS. INSTALL PER EPA'S GUIDANCE DOCUMENT FOR RADON OR PER WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM OR AN APPROVED AND/OR SHOWER, WATER CLOSET COMPARTMENTS AND SIMILAR ROOMS BUILDER'S GUIDE TO CODE CLIMATES. LOCATION INSIDE THE BUILDING. THAT DO NOT HAVE ACCESS TO NATURAL VENTILATION. 2. INSTALL 6 -MIL MIN. POLYETHYLENE VAPOR BARRIER OR EQUAL ON TOP OF 4" MIN. GRAVEL 9. THE AREA -WEIGHTED AVERAGE MAXIMUM FENESTRATION U -FACTOR PERMITTED USING 25. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF BED PRIOR TO CASTING THE SLAB. LAP BARRIER 12" MIN. & FIT CLOSELY AROUND ANY PIPE TRADE-OFFS FROM SECTION N1 102.5 SHALL BE 0.48 IN CLIMATE ZONES 4 TREADS OR FLIGHT WITH FOUR OR MORE RISERS. (IRC) HANDRAIL HEIGHT, MEASURED OR OTHER PENETRATIONS. AND 5, AND 0.75 IN CLIMATE ZONES 4 THROUGH 8 FOR SKYLIGHTS. VERTICALLY FROM THE SLIPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE 3. SEAL ALL PENETRATIONS IN SLAB WITH POLYURETHANE CAULK OR EQUIVALENT SEALANT PER 10. DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. OF RAMP SLIPE, SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38". (IRC) ALL REQUIRED MFR'S SPECS. 4. PROVIDE ELECTRICAL POWER IN THE ATTIC WITHIN & OF THE RADON VENT PIPE. RADON FAN 1 1 . PER SECTION N1 104.1, NOT LESS THAN 75% OF THE LAMPS IN PERMANENTLY INSTALLED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE FLIGHT FROM A POINT PER SPECIFICATIONS &INSTALLED PER MFR'S SPECIFICATIONS. LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR NOT LESS THAN 75% OF THE DIRECTLY ABOVE THE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE INSULATION SCHEDULE PERMANENTLY INSTALLED LIGHT FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN FOUNDATION WALL -UNFINISHED R-5 MIN. RIGID FOAM AT 12. CLASS 1, II OR III VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAME NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A ................................................ EXTERIOR FACE WALLS IN CLIMATE ZONE 5. THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS SPACE OF NOT LESS THAN 1 1/2" BETWEEN THE WALL AND HTE HANDRAILS. IRC (IRC) THE SPECIFIED: HANDRAIL GRIP SIZE IS REQUIRED TO COMPLY WITH IRC. 2x4 STUD WALL............................................................................... R-13 MIN. PER 12.1. CLASS III: LATEX OR ENAMEL PAINT, PER IRC 26. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE BUILDER SPECS 2X6 STUD WALLR-20 MIN. PER 13. ALL CRAWLSPACES, IF APPLICABLE, ARE CONDITIONED. FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES ............................................................................... BUILDER SPECS 14. SEE PROVIDED "PROJECTED" COMPLIANCE REPORT FROM ENERGY LOGIC. A FINAL OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW "CONFIRMED" COMPLIANCE REPORT FROM ENERGY LOGIC SHALL BE PROVIDED PRIOR TO A SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSE ATTIC............................................................................................... R-50 MIN. PER CERTIFICATE OF OCCUPANCY. OF THE TREADS. (IRC) BUILDER SPECS 27. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERNS SPACED CANTILEVERED FLOORS................................................................... BLOW FULL W/ AIR SEALING NOTES SUCH THAT A 4" SPHERE CANNOT PASS THROUGH (IRC) INSULATION PER BUILDER 1 . OWENS CORNING ENERGY COMPLETE AT ALL TOP PLATES ADJOINING AN ATTIC SPACE 28. IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION, AN ATTIC ACCESS SPECS AND AT ALL SEAMS, GAPS AND CRACKS ON GARAGE SEPARATION WALL, INCLUDING OSB OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A RIM JOISTS....................................................................................... 2" CLOSED CELL JUNCTIONS AT TOP PLATE, BOTTOM PLATE AND CORNERS. VERTICAL HEIGHT OF 30" OR GREATER. THE ROUGH -FRAMED OPENING SHALL NOT BE LESS SPRAY FOAM W/ R-19 BATT 2. FOAM SEALANT AT SILLS, GAPS IN FRAMING, OUTLETS ON EXTERIOR WALLS, PENETRATIONS THAN 22" X 30" AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE GARAGE CEILING (OPTIONAL).......................................................... R-36 MIN. PER BUILDER INTO ATTIC. 2ND AND 3RD SUBFLOOR RIM (TOP AND BOTTOM) AND AT MAIN FLOOR LOCATION. A 30" MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE SPECS WHERE SILL PLATE MEETS THE CONCRETE FOUNDATION. PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. SEE IMC FOR ACCESS 2x4 GARAGE WALL (OPTIONAL)........................................................ R-13 MIN. PER BUILDER 3. ALL WINDOW & DOOR FRAMES WIILL BE SEALED WITH A CONTINUOUS BEAD OF REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. (IRC) SPECS NON -EXPANDING FOAM (DOW GREAT STUFF OR EQUIVALENT). 29. PROVIDE WALL AND ROOF FLASHING AT LOCATIONS PER MANUFACTURER'S SPECIFICS, IRC 2x6 GARAGE WALL (OPTIONAL)........................................................ R-20 MIN. PER BUILDER AND LOCAL CODES. INSTALL PER BEST PRACTICES, MANUFACTURER'S GUIDELINES OR PER SPECS BUILDER SPECIFICATIONS. CONSULT BUILDER PRIOR TO INSTALL REGARDING ANY QUESTIONS OR CONFLICTS. 30. OPENINGS AT ELECTRICAL BOXES AND OTHER SIMILAR BOXES EMPLOYING A FLUSH TYPE COVER OR FACEPLATE SHALL BE MADE SO THAT THERE ARE NO GAPS GREATER THAN 1/81, AROUND THE EDGE OF THE BOX (REPAIR AS NEEDED) 31. VERIFY ALL LOCATIONS, SPANS AND SPACING OF BEAMS, BEARING WALLS, POINT LOADS, JOISTS, RAFTERS AND TRUSSES WITH STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS. 0 f h rive HOME BUILDERS Homes that do more_ THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM 40 GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf Cotolp y O PAU MIC RA 401 g F tis�0 ARGN� o+�Wheat �,10,fr)g ID,,4 � 0 LU U O 0 V) LU O ZO wO U C) 7 LU L V 0 V � O � F- Q W_ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 GENERAL NOTES G2 - 2124 Y4 -EA ,I Y1 -IA M �N o m Cn w �IIti a I /2 -IA I o BLDG TYPE 5A BLOCK 4, LOTS 6-10 m w Y2-1 � Y4 -E rn o a io 0IE 4 °d ea Y4 -EA wJ ry TrU M Y1 -IA U) LU LU M BLDG TYPE 5A �I =67 .I BLOCK 4, LOTS 1-5 r M Y2-1 o ° 4 ° o WEST 43RD CIRCLE WEST 43RD CIRCLE �� ARCHITECTURAL SITE PLAN 1 of = 30'-0" WEST 43RD PLACE 30V_jd 4HEb 1S3M 30V_jd 4HEb 1S3M 10'-6" 10'-6" — — —Y4 -W— Y1 -I Y1-1 Y2 -E Y2 -E Y1-1 Y1 -1 Y4 -W BLDG TYPE 4B BLDG TYPE 4B BLOCK� 6 LOTS 5-8 BLOCK 6 LOTS 1-4 L 8 5 6 ti � L 9 E Z o° — — I� 10'-6 89 (TOTAL) 10 I—UE -6" ILI VISITABLE DWELLING UNIT 43 — SEE WHAT COULD BE 1 HOUR TESTED ASTM E 119 OR 0 FEET TOTAL UL 263 43 pf C0to�9 y O 0 HOURS > 5 FEET OC NOT ALLOWED < 2 FEET TO < 5 U O FEET PROJECTIONS LDG YPE 4B > 2 FEET TO CONSTRUCTION UNDERSIDE < 5 FEET BLDG TYPE 4B BLOCK LOTS 9-12 > 5 FEET NOT ALLOWED BLOCK 6, LOTS 13-16 OPENINGS IN WALLS 25% MAX AREA (0 HRS) 3 FEET UNLIMITED (0 HRS) d COMPLY W/ R302.4 > 3 FEET Y1-1 Y1 -IA/ Y2 -EA NONE REQUIRED Y2 -EA/ Y1 -IA Y1-1 Y4 WA/ ARCHITECTURAL SITE PLAN G3 d d ° 4+ d Q d ° GON RETS d ° WEST 42ND AVENUE WEST 42ND AVENUE R.O.W. VARIES R.O.W. VARIES WEST 43RD PLACE WEST 43RD PLACE 30V_jd 4HEb 1S3M 30V_jd 4HEb 1S3M 6-9" — — T ° I —Y4 -E— Y1 -I —Y2 -1--Y2-1— Y4 -E I Y2 -E Y1 -I Y1 -I Y2 -E BLDG TYPE 5A BLDG TYPE 4B BLOCK 5, LOTS 5-9 I BLOCK 5 LOTS 1-4 6 J_ 9 g 5 ti L 8 E Z o� / d: � 11 10 12 13 BLDG TYPE 5A BLOCK 5, LOTS 10-14 Y4 -E Y1 -I Y2-1 Y2-1 °a 8'-9" 14 Y4 -E &N ° °Q O Y2 -E Y2-1 M BLDG TYPE 4 BLOCK 1, LOTS 1-1 N Y21 I Y4 -W 30V_jd 42JEb 1S31 30V_jd 4HEb 1S3M N Y4 -W ad YI-I N I Y2-1 LU N °® W W BLDG TYPE 6C - ELEV 2 cOf BLOCK 5, LOTS 19-24 OfO c� Y2-1 Q 0� 16 17 15 18 o YI-I I BLDG TYPE 4B BLOCK 5, LOTS 15-18 d hY2 -E Y1 -I Y1 -I Y4 -E rn Y4 -W ° A- 4, WEST 42ND AVENUE WEST 42ND AVENUE S31'cIVA M O 21 R.O.W. VARIES R.O.W. VARIES AnNAAV GNZb 1SAM N W. 42ND AVE. SITE PLAN NOTES • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS. • DIMENSIONS TAKE PRECEDENCE OVER DRAWING - DO NOT SCALE! • THE ARCHITECTURAL SITE PLAN IS INCLUDED TO GRAPHICALLY INDICATE APPROXIMATE LOCATIONS OF BUILDINGS, PARKING, AND BUILDING NUMBERS ONLY. • REFER TO LANDSCAPE ARCHITECT'S DRAWINGS FOR LANDSCAPING, SIDEWALKS, MONUMENT, AND FENCE DESIGN. • REFER TO CIVIL ENGINEER'S DRAWINGS FOR HORIZONTAL DIMENSIONAL CONTROLS, GRADING, FINISH FLOOR ELEVATIONS, BUILDING STEPPING, DRAINAGE, UTILITY EASEMENTS, AND ACCESSIBLE ROUTE LOCATIONS AND DETAILS. • REFER TO MEP ENGINEER'S DRAWINGS FOR THE LOCATIONS OF ALL METERS, PANELS, CLEANOUTS, TRANSFORMERS, AND PARKING LOT AND SITE LIGHTING. • SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. • AN ACCESSIBLE ROUTE SHALL BE PROVIDED CONNECTING ACCESSIBLE BUILDINGS AND ACCESSIBLE SITE FACILITIES PER IBC 2012 SECTION 1107.4. • ALL ACCESSIBLE ROUTES MUST COMPLY WITH ICC/ANSI A117.1-2009 CHAPTER 4. • SLOPES GREATER THAN 1:20 ON ANY OF THE ACCESSIBLE ROUTES SHALL REQUIRE HANDRAILS COMPLYING WITH ICC/ANSI A117.1-2009 SECTION 405 & 505 AND NOT EXCEED A SLOPE OF 1:12. ADA / ACCESSIBILITY NOTES 2018 INTERNATIONAL RESIDENTIAL CODE NON -ELEVATOR, MULTI -STORY UNITS ARE EXEMPT FROM FAIR HOUSING ACT REQUIREMENTS. IRC 2018 SECTION R320 - ACCESSIBILITY R320.1 SCOPE. WHERE THERE ARE FOUR OR MORE DWELLING UNITS OR SLEEPING UNITS IN A SINGLE STRUCTURE, THE PROVISIONS OF CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE FOR GROUP R-3 SHALL APPLY. • IBC 2018 CHAPTER 11 -ACCESSIBILITY 1107.6.3 GROUP R-3. IN GROUP R-3 OCCUPANCIES WHERE THERE ARE FOUR OR MORE DWELLING UNITS OR SLEEPING UNITS INTENDED TO BE OCCUPIED AS A RESIDENCE IN A SINGLE STRUCTURE, EVERY DWELLING UNIT AND SLEEPING UNIT INTENDED TO BE OCCUPIED AS A RESIDENCE SHALL BE A TYPE 'B' DWELLING UNIT. EXCEPTION: THE NUMBER OF TYPE 'B' UNITS IS PERMITTED TO BE REDUCED IN ACCORDANCE WITH SECTION 1107.7. 1107.7.2 MULTISTORY UNITS. A MULTISTORY DWELLING OR SLEEPING UNIT WHICH IS NOT PROVIDED WITH ELEVATOR SERVICE IS NOT REQUIRED TO BE A TYPE 'B' DWELLING UNIT. COLORADO STANDARDS FOR ACCESSIBLE HOUSING CRS 9-5, ARTICLE 5 REQUIREMENT: TOTAL # OF UNITS POINTS REQUIRED POINTS PROVIDED 89 (TOTAL) 42 43 ACCESSIBLE UNITS PROVIDED UNIT TYPE # OF UNITS PER CRS 9-5 POINTS/ TOTAL UNIT POINTS PROVIDED VISITABLE DWELLING UNIT 43 1 43 SEE WHAT COULD BE 1 HOUR TESTED ASTM E 119 OR 0 FEET TOTAL UL 263 43 UNIT TYPE LEGEND VISITABLE DWELLING UNIT = SPRINKLERED = • REFER TO SITE AND GRADING PLANS FOR LOCATIONS OF ACCESSIBLE UNITS AND ACCESSIBLE ROUTES. • PER CRS 9-5, ARTICLE 5, A "TYPE B VISITABLE GROUND FLOOR" MEANS A MULTIPLE -STORY DWELLING UNIT WITH AN ACCESSIBLE ENTRANCE AND TOILET FACILITY DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF ANSI A117.1-1998, SECTION 1003 (ADDITIONAL FEATURES PROVIDED IN ACCORDANCE WITH TYPE 'C' VISITABLE UNITS PER ICC/ANSI A117.1-2009, SECTION 1005. RE: ACCESSIBLE NOTES AND DETAILS). IRC 2018 TABLE R302.10) EXTERIOR WALL REQUIREMENTS EXTERIOR MINIMUM FIRE MINIMUM FIRE RESISTANCE SEPARATION ELEMENT RATING DISTANCE SEE WHAT COULD BE 1 HOUR TESTED ASTM E 119 OR 0 FEET WALLS UL 263 Centennial, CO 80111 pf C0to�9 y O 0 HOURS > 5 FEET OC NOT ALLOWED < 2 FEET TO < 5 U O FEET PROJECTIONS 1 HOUR > 2 FEET TO CONSTRUCTION UNDERSIDE < 5 FEET 0 HOURS > 5 FEET NOT ALLOWED < 3 FEET OPENINGS IN WALLS 25% MAX AREA (0 HRS) 3 FEET UNLIMITED (0 HRS) 5 FEET COMPLY W/ R302.4 > 3 FEET PENETRATIONS NONE REQUIRED 3 FEET FIRE RATED EAVES/WALLS = PROPERTY LINES = w 0 z z 0 n 0 0 0. 0 .T 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf C0to�9 y O PAU MIC RA 401 g F tis�0 ARGN� a�Wheat ,.,, V OC LU U O r� V v LU O 5 � ZO wO U C) ^/ rLU oe Z V V O F— u< LLJ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 ARCHITECTURAL SITE PLAN G3 EC& 77-a„ BLDG 4B - LOWER LEVEL PLAN 3/16" = V-0" ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 ADDRESS GENERIC 7869 WEST 42ND AVENUE BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- 7865 WEST 42ND AVENUE ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S 7861 WEST 42ND AVENUE DRYWALL SCREWS AT 24" O.C. 7859 WEST 42ND AVENUE FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER Suite 250 BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S BOARD DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES UL DESIGN U375 AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON SOUND TEST: EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER —_—_ JOINTS. � w � O ZO wO U C) = LU z c� Q o WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. CONSTRUCTION APPROPRIATE ROOF COVERING. ISSUE DATE 11.09.2018 CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES. APPROX. CEILING WEIGHT: 5 PSF FIRE TEST: FM FC 172, 2-25-72; ITS, 8-6-98 TYPE -AO 111ST PORCHE TO HAVE 2% MIN. SLOPE AWAY FROM BUILDING FOR PROPER DRAINAGE, TYP. AREA SEPARATION WALLS GA FILE NO. ASW 1004 PROPRIETARY* N O PLOT PLAN NOTES BLOCK 6, LOTS 9-12 PLOT PLAN ISSUE DATE: 05/23/2019 (REVISION 1: 06/26/2019) LOT 9 • TOF = 27.9 • GARAGE SLAB = 27.0 • GRADE BEAM = 15" (27.9-27.0=00.9' 12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT 10 • TOF = 27.9 • GARAGE SLAB = 26.9 • GRADE BEAM = 16" (27.9-26.9=01.0' 12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED • LOWERED FINISH GRADE AT PORCH 19" LOT 11 • TOF = 27.9 • GARAGE SLAB = 26.7 • GRADE BEAM = 18" (27.9-26.7=01.2' 12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT 12 • TOF = 27.9 • GARAGE SLAB = 26.5 • GRADE BEAM = 21" (27.9-26.5=01.4' 12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE GYPSUM WALLBOARD, STEEL H STUDS TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM PANELS. (NLB) A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES IN SKETCH). SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN STUD SPACE ON BOTH SIDES. 2 HOUR FIRE 60 TO 64 STC SOUND *PROPRIETARY GYPSUM BOARD THICKNESS: 3 1/2" (FIRE) 11 3/4" (SOUND) THRIVE HOME APPROX. WEIGHT: 9.5 PSF AMERICAN GYPSUM COMPANY 1" SHAFT LINER GoddenjSudik ARCHITECTS DENSHIELD SHAFTLINER 1" SILENT GUARD FIRE TEST: UL R6937 (R14196), GYPSUM LINER Suite 250 04NK19014, 10-28-04, BOARD PAU MIC RA 401 g tisk- ARC UL DESIGN U375 rng DW\Ii\ SOUND TEST: RAL TL05-149, 7-13-05 TYPE -OC nu 0 0 o, 0 .Q 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Ire,pf cot01p y O PAU MIC RA 401 g tisk- ARC �\Nheat o .Q,. ` L 1 , r rng DW\Ii\ 0 LU U O Q o � w � O ZO wO U C) = LU z c� Q o V O F— u< LLJ O Q CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B LOWER LEVEL BLDG PLAN A1,01 VAFA9 r UNIT Y4 -E UNIT Y1-1 UNIT Y1-1 UNIT Y2 -E N LOT 9 LOT 10 LOT 11 LOT 12 BLDG 4B -MAIN LEVEL PLAN 0 3/16" = V-0" ROOF -SOFFIT SYSTEMS GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 ADDRESS GENERIC 7869 WEST 42ND AVENUE BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- 7865 WEST 42ND AVENUE ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S 7861 WEST 42ND AVENUE DRYWALL SCREWS AT 24" O.C. 7859 WEST 42ND AVENUE FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER Suite 250 BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S BOARD DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES UL DESIGN U375 AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON SOUND TEST: EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER —_—_ JOINTS. � w � O ZO wO U C) = LU Q o z(D c� WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS rV APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. CONSTRUCTION APPROPRIATE ROOF COVERING. ISSUE DATE 11.09.2018 CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES. APPROX. CEILING WEIGHT: 5 PSF FIRE TEST: FM FC 172, 2-25-72; ITS, 8-6-98 TYPE -AO AREA SEPARATION WALLS GA FILE NO. ASW 1004 PROPRIETARY* PLOT PLAN NOTES BLOCK 6, LOTS 9-12 PLOT PLAN ISSUE DATE: 05/23/2019 (REVISION 1: 06/26/2019) LOT 9 • TOF = 27.9 • GARAGE SLAB = 27.0 • GRADE BEAM = 15" (27.9-27.0=00.9' 12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT 10 • TOF = 27.9 • GARAGE SLAB = 26.9 • GRADE BEAM = 16" (27.9-26.9=01.0' 12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED • LOWERED FINISH GRADE AT PORCH 19" LOT 11 • TOF = 27.9 • GARAGE SLAB = 26.7 • GRADE BEAM = 18" (27.9-26.7=01.2' 12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT 12 • TOF = 27.9 • GARAGE SLAB = 26.5 • GRADE BEAM = 21" (27.9-26.5=01.4' 12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE GYPSUM WALLBOARD, STEEL H STUDS TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM PANELS. (NLB) A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES IN SKETCH). SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN STUD SPACE ON BOTH SIDES. 2 HOUR FIRE 60 TO 64 STC SOUND *PROPRIETARY GYPSUM BOARD THICKNESS: 3 1/2" (FIRE) 11 3/4" (SOUND) THRIVE HOME APPROX. WEIGHT: 9.5 PSF AMERICAN GYPSUM COMPANY 1" SHAFT LINER GoddenjSudik ARCHITECTS DENSHIELD SHAFTLINER 1" SILENT GUARD FIRE TEST: UL R6937 (R14196), GYPSUM LINER Suite 250 04NK19014, 10-28-04, BOARD PAU MIC RA 401 g tisk- ARC UL DESIGN U375 SOUND TEST: RAL TL05-149, 7-13-05 TYPE -OC nu 0 0 o, 0 .Q 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Ire,pf cot01p y O PAU MIC RA 401 g tisk- ARC �NNheat gyp, o C mr LU U Q o � w � O ZO wO U C) = LU Q o z(D c� O F— wu< O = r rV Q CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B MAIN LEVEL BLDG PLAN A1,02 76'-0" UNIT Y4 -E UNIT Y1-1 LOT 9 LOT 10 BLDG 4B - UPPER LEVEL PLAN 3/16" = V-0" UNIT Y1-1 LOT 11 ROOF -SOFFIT SYSTEMS UNIT Y2 -E LOT 12 GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 ADDRESS GENERIC 7869 WEST 42ND AVENUE BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- 7865 WEST 42ND AVENUE ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S 7861 WEST 42ND AVENUE DRYWALL SCREWS AT 24" O.C. 7859 WEST 42ND AVENUE FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER Suite 250 BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S BOARD DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES UL DESIGN U375 AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON SOUND TEST: EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER —_—_ JOINTS. � w � O ZO wO U C) = LU Q o z(D c� WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS rV APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. CONSTRUCTION APPROPRIATE ROOF COVERING. ISSUE DATE 11.09.2018 CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES. APPROX. CEILING WEIGHT: 5 PSF FIRE TEST: FM FC 172, 2-25-72; ITS, 8-6-98 TYPE -AO N AREA SEPARATION WALLS GA FILE NO. ASW 1004 PROPRIETARY* PLOT PLAN NOTES BLOCK 6, LOTS 9-12 PLOT PLAN ISSUE DATE: 05/23/2019 (REVISION 1: 06/26/2019) LOT 9 • TOF = 27.9 • GARAGE SLAB = 27.0 • GRADE BEAM = 15" (27.9-27.0=00.9' 12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT 10 • TOF = 27.9 • GARAGE SLAB = 26.9 • GRADE BEAM = 16" (27.9-26.9=01.0' 12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED • LOWERED FINISH GRADE AT PORCH 19" LOT 11 • TOF = 27.9 • GARAGE SLAB = 26.7 • GRADE BEAM = 18" (27.9-26.7=01.2' 12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT 12 • TOF = 27.9 • GARAGE SLAB = 26.5 • GRADE BEAM = 21" (27.9-26.5=01.4' 12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE GYPSUM WALLBOARD, STEEL H STUDS TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM PANELS. (NLB) A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES IN SKETCH). SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN STUD SPACE ON BOTH SIDES. 2 HOUR FIRE 60 TO 64 STC SOUND *PROPRIETARY GYPSUM BOARD THICKNESS: 3 1/2" (FIRE) 11 3/4" (SOUND) THRIVE HOME APPROX. WEIGHT: 9.5 PSF AMERICAN GYPSUM COMPANY 1" SHAFT LINER GoddenjSudik ARCHITECTS DENSHIELD SHAFTLINER 1" SILENT GUARD FIRE TEST: UL R6937 (R14196), GYPSUM LINER Suite 250 04NK19014, 10-28-04, BOARD PAU MIC RA 401 g tisk- ARC UL DESIGN U375 c Q SOUND TEST: RAL TL05-149, 7-13-05 TYPE -OC n 0 0 o, 0 .Q 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 Ire, pf cot01p y O PAU MIC RA 401 g tisk- ARC o�wheat CDr c Q LU U Q o � w � O ZO wO U C) = LU Q o z(D c� O F- wu< O = r rV Q CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B UPPER LEVEL BLDG PLAN A1,03 LINE OF STUD BELOW LINE OF SOFFIT VENTS RE. ROOF CALCS, TYP. LINE OF STUD BELOW BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE PLOT PLAN NOTES BLOCK 6, LOTS 9-12 PLOT PLAN ISSUE DATE: 05/23/2019 (REVISION 1: 06/26/2019) LOT 9 • TOF=27.9 • GARAGE SLAB = 27.0 • GRADE BEAM = 15" (27.9-27.0=00.9'12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT 10 • TOF=27.9 • GARAGE SLAB = 26.9 • GRADE BEAM = 16" (27.9-26.9=01.0'12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED • LOWERED FINISH GRADE AT PORCH 19" LOT 11 • TOF=27.9 • GARAGE SLAB = 26.7 • GRADE BEAM = 18" (27.9-26.7=01.2'12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT 12 • TOF=27.9 • GARAGE SLAB = 26.5 • GRADE BEAM = 21" (27.9-26.5=01.4'12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED ??--D-- 1 F' -R. 1 F' -R. ?D--D-- ROOF VENTING CALCULATIONS Y4 ROOF: TOTAL ROOF AREA = 921 SQ. FT. = 132,624 1 N REQUIRED VENTILATION: X/300 = 443 INz NET FREE AREA VENTILATION PROVIDED: AT ROOF: 4 VENTS @ 51 INz = 204 INz (46%) AT EAVE: 24 LINEAR FEET @ 10 INz = 240 INz TOTAL PROVIDED: 444 INz Y2 -E (END UNIT) ROOF: TOTAL ROOF AREA = 803 SQ. FT. = 115,632 1 N REQUIRED VENTILATION: X/300 = 386 INz NET FREE AREA VENTILATION PROVIDED: AT ROOF: 3 VENTS @ 51 INz = 153 INz (40%) AT EAVE: 25 LINEAR FEET @ 10 INz = 250 INz TOTAL PROVIDED: 403 INz Y1-1 ROOF: TOTAL ROOF AREA = 638 SQ. FT. = 91,872 INz REQUIRED VENTILATION: X/300 = 307 INz NET FREE AREA VENTILATION PROVIDED: AT ROOF: 3 VENTS @ 51 INz = 153 INz (49%) AT EAVE: 16 LINEAR FEET @ 10 INz = 160 INz TOTAL PROVIDED: 313 INz BLDG 4B - ROOF PLAN 3/16" = V-0" UNIT Y4 -E UNIT Y1-1 UNIT Y1-1 j LOT 9 LOT 10 LOT 11 II I I ROOF -SOFFIT SYSTEMS UNIT Y2 -E LOT 12 LINE OF SOFFIT VENTS RE. ROOF CALCS. TYP. ROOF VENTS, RE ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. N O GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD 1 HOUR FIRE 2602 THRIVE HOME GENERIC 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT -- GoddenjSudik ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S SEE WHAT COULD BE DRYWALL SCREWS AT 24" O.C. www.goddensudik.com FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER Suite 250 BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S pf C0to�9 y O DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES \N heal �k4{/SCD :Ro" r AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON 0 EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_ JOINTS. V V ! O ZO wO U C%� rLU V WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS. ij APPROPRIATE ROOF COVERING. ISSUE DATE 11.09.2018 CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES. APPROX. CEILING WEIGHT: 5 PSF FIRE TEST: FM FC 172, 2-25-72; ITS, 8-6-98 TYPE -AO ROOF VENTING NOTES 2018 INTERNATIONAL RESIDENTIAL CODE • REFER TO GENERAL ROOF NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS. • VENTILATION REQUIRED: ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16" MIN. AND 1/4" MAX. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING OR SIMILAR MATERIAL W/ OPENINGS HAVING A LEAST DIMENSION OF 1/16" MIN. AND 1/4" MAX. PER 2018 IRC SECTION R806.1. • MINIMUM VENT AREA: THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. REDUCTION OF THE MINIMUM NET FREE VENTILATING AREA TO 1/300 IS PERMITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS, PER 2018 IRC SECTION R806.2. • VENT AND INSULATION CLEARANCE: ROOF VENT LOCATIONS TO BE COORDINATED WITH TRUSSES SO AS NOT TO BLOCK THE FREE FLOW OF AIR AND REDUCE THE NET FREE AREA. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF A 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT PER 2018 IRC SECTION R806.3. • INSULATION BAFFLES: WHERE SOFFIT VENTS ARE INDICATED, INSTALL INSULATION BAFFLES TO PROVIDE CLEAR AIR SPACE AS REQUIRED. REFER TO DETAILS FOR ADDITIONAL INFORMATION. • LIMIT ROOF VENTS TO NO MORE THAN TWO OPENINGS PER ROOF SHEATHING PANEL WITH NO TWO OPENINGS IN THE SAME PANEL BETWEEN THE SAME TRUSSES. • UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES PERMITTED PER 2018 IRC SECTION R806.5. AREA INDICATES COMPLIANCE W/ IRC 2012 R302.2.2 EXCEPTION - IN LIEU OF PARAPET WALLS THE ROOF SHEATHING IS NOTED AS BEING FIRE RETARDANT TREATED WOOD FOR A MINIMUM OF 4 FEET FROM THE PROPERTY LINE WHICH DOES NOT ALLOW FOR PENETRATIONS OF VENTS AND INTAKES LINE INDICATES SOFFIT VENTS APPROXIMATE AREA AVAILABLE FOR INSTALLATION OF SOLAR PANELS. LOCATION VARIES PER SITE ORIENTATION. CONTRACTOR TO COORDINATE DETAILS AND L REQUIREMENTS OF INSTALLATION, TYP. 4REA SEPARATION WALLS ROOF PLAN NOTES 2018 INTERNATIONAL RESIDENTIAL CODE • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS. • ALL OVERHANGS ARE MEASURED HORIZONTALLY FROM FACE OF FRAME TO END OF TRUSS/RAFTER, RE: DETAILS. ALL SOFFITS ARE TO BE FLAT, U.N.O. • ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER THE SUPERVISION OF A COLORADO LICENSED STRUCTURAL ENGINEER. • ALL OVERFRAMING TO BEAR DIRECTLY ON TRUSSES OR OVER SOLID, IMMEDIATE BLOCKING BETWEEN TRUSSES. PROVIDE CUTOUTS IN AREAS OF OVERFRAMING TO CONNECT ROOF AREAS. • PROVIDE ROOF VENTS AND / OR SOFFIT VENTS TO PROVIDE ATTIC VENTILATION AS REQUIRED PER 2018 IRC SECTION R806. RE: ROOF VENTING NOTES AND CALCULATIONS. • THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED PER 2018 IRC SECTION P2606. WHERE APPLICABLE, PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IRC. • WATERPROOFING OF OPENINGS AT THE ROOF, AROUND VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE WATER TIGHT PER 2018 IRC SECTION P2607. • PIPES AND VENTS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. • ROOF ASSEMBLIES PER 2018 IRC CHAPTER R901: ROOF ASSEMBLIES SHALL PROVIDE A WEATHER RESISTANT ROOF SYSTEM AND SHALL INCLUDE WEATHER PROTECTION PER 2018 IRC SECTION R903 AND ROOF COVERINGS PER SECTION R905. RE: FLASHING DETAILS FOR ADDITIONAL INFORMATION. • CRICKETS AND SADDLES SHALL BE INSTALLED AT THE REQUIRED LOCATIONS PER 2018 IRC SECTION R903.2.2. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE TO THE CRICKET OR SADDLE SLOPE. • LOW SLOPE ROOFS -ASPHALT SHINGLES: ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF 2:12 OR GREATER. DOUBLE UNDERLAYMENT SHALL BE PROVIDED AT ROOF SLOPES FROM 2:12 TO LESS THAN 4:12, PER 2018 IRC SECTION R905.2.2. • AN ICE BARRIER SHALL BE INSTALLED AT EAVES, EXTENDING FROM THE LOWEST EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 2018 IRC SECTION R905.1.2 OR AS REQUIRED BY LOCAL AMENDMENTS. • METAL ROOF PANELS: THE INSTALLATION, ATTACHMENT, AND UNDERLAYMENT REQUIREMENTS OF METAL ROOF PANELS SHALL COMPLY WITH 2018 IRC SECTION R905.10. • ROOF DRAINAGE PER 2018 IRC SECTION R801.3: SIZE OF GUTTERS, DOWNSPOUTS, AND SCUPPERS PER BUILDER'S SPECIFICATION AND MANUFACTURER'S REQUIREMENTS BASED ON THE RAINFALL RATE AND CALCULATED AREA BEING DRAINED. WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION R903.4.1. • SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. • UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES PER 2018 IRC SECTION R806.5: UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE ROOF SHEATHING) SHALL BE PERMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. THE UNVENTED ATTIC SPACE IS COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE. 2. NO INTERIOR CLASS 1 VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY. 3. WHERE WOOD SHINGLES OR SHAKES ARE USED, A MINIMUM 1/4" VENTED AIRSPACE SEPARATES THE SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHEATHING. 4. IN CLIMATE ZONES 5, 6, 7 AND 8, ANY AIR -IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER, OR SHALL HAVE A CLASS II VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT WITH THE UNDERSIDE OF THE INSULATION. 5. INSULATION SHALL BE LOCATED IN ACCORDANCE WITH ITEMS 5.1 AND 5.2: -5.1 EITHER ITEMS 5.1.1, 5.1.2, 5.1.3 OR 5.1.4 SHALL BE MET, DEPENDING ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF SHEATHING. -5.2 WHERE PREFORMED INSULATION BOARD IS USED AS THE AIR -IMPERMEABLE LAYER, IT SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONTINUOUS LAYER. GA FILE NO. ASW GYPSUM WALLBOARD, STEEL H STUDS 2 HOUR FIRE 1004 60 TO 64 PROPRIETARY* STC SOUND TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM PANELS. (NLB) A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES IN SKETCH). SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN STUD SPACE ON BOTH SIDES. *PROPRIETARY GYPSUM BOARD AMERICAN GYPSUM COMPANY 1" SHAFT LINER DENSHIELD SHAFTLINER 1" SILENT GUARD GYPSUM LINER BOARD THICKNESS: APPROX. WEIGHT: FIRE TEST: SOUND TEST: TYPE -OC 3 1/2" (FIRE) 9.5 PSF UL R6937 (R14196), 04NK19014, 10-28-04, UL DESIGN U375 RAL TL05-149, 7-13-05 11 3/4" (SOUND) 0 a 0 m z z w 0 nu 0 0 o, 0 .Q 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf C0to�9 y O PAU MIC RA 401 g tis�0 ARC \N heal �k4{/SCD :Ro" r -O fng 0 LU U O V V ! O ZO wO U C%� rLU V V O F- u< LLJ O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B ROOF PLAN A1,04 o� LO oI ROOF VE"'T"11. ROO COC LOCATI PLACE SOLAR PANI UPPER LEVE CONTROLJ( AS SHOW ANI MANUFACT SPECIFICATIONS. ANI ASTM WOOD TR RE:DE UPPER LEVE MAIN LEVEL 36" HIGH RA DRAIN THRC COMPOSITE � DECK MAIN LEVEL LOWER LEVE LOWER LEVE BLDG 4B - RIGHT ELEVATION LO 0 LO 0 3/16" = V-0" w = x w O UPPER LEVEL PLATE o UPPER LEVEL v MAIN LEVEL PLATE v CONCRETE CAP rh MAIN LEVEL W-) LOWER LEVEL PLATE v � LOWER LEVEL_ UNIT Y2 -E LOT 12 22'-0" ema ASPHALT SHINGLE ROOFING 1X8 FASCIA GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH ADJACENT MATERIALS 8" EXPOSURE COMPOSITE LAP SIDING 1X4 WINDOW TRIM, TYP. VINYL WINDOWS, TYP. ASPHALT SHINGLE ROOFING UTILITIES METERS RE: SITE PLAN COMPOSITE PANEL BOARD SIDING BRICK VENEER, TYP. em 20'-0" u • M Lei II �, LEI ■ , ■ ■ UNIT Y4 -E LOT 9 BLDG 4B - FRONT ELEVATION 3/16" = V-0" UNIT Y1-1 LOT 10 UNITY1-1 LOT 11 UNIT Y2 -E LOT 12 BLOCK #, LOTS ##-## BUILDING TYPE ## LOT ADDRESS 9 7869 WEST 42ND AVENUE 10 7865 WEST 42ND AVENUE 11 7861 WEST 42ND AVENUE 12 7859 WEST 42ND AVENUE ASPHALT SHINGLE ROOFING GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH ADJACENT MATERIALS CONTROL JOINTS AS SHOW AND PER MANUFACTURER SPECIFICATIONS. AND PER ASTM C1063 w x� 1X8 FASCIA w � x o 0 � N ..., 1X4 STUCCO WINDOW TRIM, TYP. VINYL WINDOWS, TYP. STUCCO SYSTEM PER SPEC WOOD TRELLIS RE:DETAILS 8" EXPOSURE COMPOSITE LAP SIDING VINYL SLIDING GLASS DOOR, TYP. 36" HIGH RAILING, TYP. DRAIN THROUGH, COMPOSITE WOOD DECK, TYP. 1X12 FIBER CEMENT TRIM RE:DETAILS ROOF AT UNIT ENTRY DOORS, TYP. LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAQUE, TYP. FONT AS ART DECO OR SIMILAR BRICK VENEER, TYP. PLOT PLAN NOTES BLOCK 6, LOTS 9-12 PLOT PLAN ISSUE DATE: 05/23/2019 (REVISION 1: 06/26/2019) LOT 9 • TOF=27.9 • GARAGE SLAB = 27.0 • GRADE BEAM = 15" (27.9-27.0=00.9'12=11"+4"=15") 'FROST DEPTH MUST BE MAINTAINED LOT 10 • TOF=27.9 • GARAGE SLAB = 26.9 • GRADE BEAM = 16" (27.9-26.9=01.0'12=12"+4"=16") 'FROST DEPTH MUST BE MAINTAINED • LOWERED FINISH GRADE AT PORCH 19" LOT 11 • TOF=27.9 • GARAGE SLAB = 26.7 • GRADE BEAM = 18" (27.9-26.7=01.2'12=14"+4"=18") 'FROST DEPTH MUST BE MAINTAINED LOT 12 • TOF=27.9 • GARAGE SLAB = 26.5 • GRADE BEAM = 21" (27.9-26.5=01.4'12=17"+4"=21") 'FROST DEPTH MUST BE MAINTAINED ELEVATION NOTES 2018 INTERNATIONAL RESIDENTIAL CODE • REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON ELEVATIONS. • REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL CONSTRUCTION, PLATE HEIGHTS, AND NOTES. • REFER TO PLANS AND DETAILS FOR FIRE RATED ASSEMBLY LOCATIONS, PER LOT SPECIFIC CONDITION. • THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED PER 2018 IRC SECTION P2606. WHERE APPLICABLE, PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IRC. • WATERPROOFING OF OPENINGS AT THE ROOF, AROUND VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE WATER TIGHT PER 2018 IRC SECTION P2607. • PIPES AND VENTS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. • SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS FOR DETAILS AND LOCATIONS. • EXTERIOR COVERING PER 2018 IRC SECTION R703: EXTERIOR WALL ASSEMBLIES SHALL PROVIDE THE BUILDING WITH A WEATHER RESISTANT EXTERIOR WALL ENVELOPE AND SHALL INCLUDE FLASHING PER R703.4. RE: DETAILS FOR ADDITIONAL INFORMATION. • HEIGHT ABOVE FINISHED GRADE (FOUNDATIONS): FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4" WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6" ELSEWHERE PER 2018 IRC SECTION R404. • CLEARANCE TO GRADE PER 2018 IRC SECTION R703: UNLESS NOTED OTHERWISE OR WHEN DIRECTED PER MANUFACTURER'S INSTALLATION REQUIREMENTS, EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FINISHED GRADE A MINIMUM OF 4" FOR BEARING AND ADHERED MASONRY VENEERS AND A MINIMUM OF 6" FOR OTHER WALL CLADDINGS. EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FLATWORK OR ROOF SURFACES A MINIMUM OF 2". • TYPICAL WINDOW HEAD HEIGHT, U.N.O. LOWER LEVEL: 8'-0" MAIN LEVEL: 8'-0" UPPER LEVEL: 7'-0" n 0 0 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVE HOME BUI LID ERS. COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 pf C0to�9 y O PAU MIC RA 401 g tis�0 ARC o�\pJheat V� `" � OC LU U Q o F---�Lr)V) w � O Z 0O LU W oe Z V O F W O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B BLDG ELEVATIONS A3.01 BLOCK #, LOTS ##-## PLOT PLAN NOTES ELEVATION NOTES BUILDING TYPE ## BLOCK 6, LOTS 9-12 2018 INTERNATIONAL RESIDENTIAL CODE PLOT PLAN ISSUE DATE: 05/23/2019 LOT ADDRESS (REVISION 1: 06/26/2019) REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON ELEVATIONS. LOT 9 9 7869 WEST 42ND AVENUE • TO = 27.9 REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL • GARAGE SLAB = 27.0 CONSTRUCTION, PLATE HEIGHTS, AND NOTES. • GRADE BEAM = 15" ROOF VENTS, RE: 10 7865 WEST 42ND AVENUE (27.9 - 27.0 = 00.9' 12 = 11" + 4" = 15") REFER TO PLANS AND DETAILS FOR FIRE RATED ROOF CALCS. 'FROST DEPTH MUST BE MAINTAINED ASSEMBLY LOCATIONS, PER LOT SPECIFIC CONDITION. COORDINATE ASPHALT SHINGLE LOCATION WITH 11 7861 WEST 42ND AVENUE LOT 10 THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES ROOFING PLACEMENT OF TO = 27.9 AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE SOLAR PANELS, TYP. GARAGE SLAB = 26.9 WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED 1X8 FASCIA N 12 7859 WEST 42ND AVENUE GRADE BEAM = 16" PER 2018 IRC SECTION P2606. WHERE APPLICABLE, 12 (27.9 - 26.9 = 01.0' 12 = 12" + 4" = 16") PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE GUTTERS AND 4 2 'FROST DEPTH MUST BE MAINTAINED SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF DOWNSPOUTS, TYP. w = LOWERED FINISH GRADE AT PORCH 19" THE IRC. PAINT TO MATCH 2'-0" O.H. w =_0 2'-0" HEEL. LOT 11 WATERPROOFING OF OPENINGS AT THE ROOF, AROUND ADJACENT 1 4 O.H.) o � (1'-4" O.H.) MATERIALS ( _ • TO = 27.9 VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE CO GARAGE SLAB = 26.7 WATER TIGHT PER 2018 IRC SECTION P2607. • GRADE BEAM = 18" UPPER LEVEL PLATE (27.9 - 26.7 = 01.2' 12 = 14" + 4" = 18") PIPES AND VENTS SHALL BE PAINTED TO MATCH 'FROST DEPTH MUST BE MAINTAINED ADJACENT MATERIALS. CONTROL JOINTS AS SHOW AND PER LOT 12 SCUPPERS &DOWNSPOUTS ARE TO BE FIELD VERIFIED 8" EXPOSURE ❑ El E MANUFACTURER TO = 27.9 FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE o� COMPOSITE LAPSPECIFICATIONS. AND PER GARAGE SLAB = 26.5 ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0" SIDING El ASTM C1063 GRADE BEAM = 21" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS (27.9 - 26.5 = 01.4' 12 = 17" + 4" = 21 ") REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO OO'FROST DEPTH MUST BE MAINTAINED THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS WOOD TRELLIS R TRE FOR DETAILS AND LOCATIONS. UPPER LEVEL EXTERIOR COVERING PER 2018 IRC SECTION R703: 0010 EXTERIOR WALL ASSEMBLIES SHALL PROVIDE THE o MAIN LEVEL PLATE BUILDING WITH A WEATHER RESISTANT EXTERIOR WALL ENVELOPE AND SHALL INCLUDE FLASHING PER R703.4. 36" HIGH RAILING, RE: DETAILS FOR ADDITIONAL INFORMATION. TYP. HEIGHT ABOVE FINISHED GRADE (FOUNDATIONS): 1X4 WINDOW TRIM, FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED DRAIN THROUGH, o� TYP. COMPOSITE WOOD GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A VINYL WINDOWS, DECK, TYP. MINIMUM OF 4" WHERE MASONRY VENEER IS USED AND A TYP MINIMUM OF 6" ELSEWHERE PER 2018 IRC SECTION R404. 0 ASPHALT SHINGLEILLA ROOFING CLEARANCE TO GRADE PER 2018 IRC SECTION R703: UNLESS NOTED OTHERWISE OR WHEN DIRECTED PER 11111 11 A 111111 1'-4" O.H. 2'-4" O.H. 1'-4" O.H. MANUFACTURER'S INSTALLATION REQUIREMENTS, EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT FINISHED GRADE A MINIMUM OF 4" FOR MAIN LEVEL + BEARING AND ADHERED MASONRY VENEERS AND A LO LOWER LEVEL PLATE MINIMUM OF 6" FOR OTHER WALL CLADDINGS. EXTERIOR Lk WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT 0 FLATWORK OR ROOF SURFACES A MINIMUM OF 2". • TYPICAL WINDOW HEAD HEIGHT, U.N.O. LOWER LEVEL: 8'-0" 00 UTILITIES METERS RE: SITE PLAN UPPER LEVEL: 7'-0" BLDG 4B - LEFT ELEVATION 3/16" = V-0" ROOF VENTS, RE: ROOF CALCS. COORDINATE LOCATION WITH PLACEMENT OF SOLAR PANELS, TYP. ASPHALT SHINGLE ROOFING GUTTERS AND DOWNSPOUTS, TYP. PAINT TO MATCH ADJACENT MATERIALS UPPER LEVEL PLATE 1X8 FASCIA VINYL WINDOWS, TYP. o� 8" EXPOSURE COMPOSITE LAP SIDING UPPER LEVEL LO MAIN LEVEL PLATE 1X4 WINDOW TRIM, TYP. 1X8 TRIM o ASPHALT SHINGLE ROOFING LO o, MAIN LEVEL LOWER LEVEL PLATE LIGHT FIXTURE, RE: ELECTRICAL ADDRESS PLAQUE, TYP. FONT AS ART DECO OR SIMILAR BRICK VENEER, TYP. LOWER LEVEL UNIT Y4 -E LOT 9 20'-0" 16-6" 16-6" 22'-0" 12 3 12 vI 4� I �� 4 12 I D 1'-5" HEEL. (2,0„nH) ii7� y UNIT Y2 -E LOT 12 BLDG 4B - REAR ELEVATION 3/16" = V-0" UNIT Y1-1 LOT 11 Q� Q� F__ -1 _===� UNITY1-1 LOT 10 UNIT Y4 -E LOT 9 n 0 0 0 0 f h rive HOME BUILDERS Homes that do more. THRIVE HOME B U I L D E R S 1875 LAWRENCE STREET SUITE 900 DENVER, COLORADO 80202 PHONE: 303.707.4400 FAX: 303.348.1384 WWW.THRIVEHOMEBUI LDERS.COM GoddenjSudik ARCHITECTS SEE WHAT COULD BE 303.455.4437 www.goddensudik.com 5975 S. Quebec Street Suite 250 Centennial, CO 80111 �P��Of Coto y O PAU MIC RA 401 g tis�0 ARC o� \N heal `6, , :� 0 LU U O Q o F---�Lr)V) w � O ZO wO U C LU � Z � V O F W O CONSTRUCTION DOCUMENTS ISSUE DATE 11.09.2018 4-PLEX-B BLDG ELEVATIONS A3,02 From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Wednesday, March 24, 2021 12:44:55 AM New Single -Family TOWNHOME UNIT THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Has the Master Plan Yes been approved for this project? Name of Project 4 Plex 7859 7861 7865 7869 W 42nd Ave PROPERTY INFORMATION Property Address - 7865 W 42nd Ave Only enter one unit on this application Property Owner Name THB Westridge LLC Property Owner Phone 3037667772 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email dvonfeldt@thrivehomebuilders.com Address PLAN REVIEW CONTACT INFORMATION What Is your role? General Contractor Business Name THB Westridge LLC Main Contact Name for Deia Vonfeldt Plan Review Contact Phone Number 3037667772 (enter WITH dashes, eg 303-123-4567) Contact Email Address dvonfeldt@thrivehomebuilders.com for Questions/Comments Retype Contact Email dvonfeldt@thrivehomebuilders.com Address DESCRIPTION OF WORK Detailed Scope of New SF TH-3 Story -1 car att garage-Y11-Accssible Unit- 1315 sq Work -Example: New ft single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of 1315 New Construction Foundation Plans for Foundation 7865 W 42nd Ave 02-19-2021 STAMPED.pdf Specific Building Elevations of Building 7865 W 42nd Ave. Elevations Plans BLK 6 LOTS 9-12-. r)d Site Plan showing Unit 7865 W 42nd Ave.Site Plan w Plot Plan.pdf Highlighted Floor plan of Unit 7865 W 42nd Ave Floor Plan Y1.pdf Construction Plans Arch Plans 7865 W 42nd AVe LOTS 9-12.pdf scanned on 11"x17" or larger Project Value (contract $1621677 Y1 -L Square Feet Price Per Sq Ft Total Calc Valuation Change Living Space 1304 $122.46 $159,687.84 Unfinished Basement 0 $22.45 $0.00 value or cost of ALL Finished Basement 0 $32.45 $0.00 Garage 354 $48.30 $17,098.20 materials and labor) Porch, Deck Patio 243 $22.00 $17,098.20 1901 $193,884.24 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full 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 may not begin on this property until a permit has been issued and posted on the property. Yes Yes 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. 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. Person Applying for Deia Vonfeldt Permit Email not displaying correctly? View it in your browser. City of COMMER CIA LIMUL TI- FA MIL Y �7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW COMMUNITY Date: 3/31/2021 Location: 7865 W 42nd Ave ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a Townhome located at the above referenced address. Please note the comments checked below. 1. ✓ Site Survey: ✓ OK Not OK; refer to stipulations. 2. ✓ Drainage: a. Final Drainage Report and Plan required ✓ Yes No b. Drainage Letter and Plan required ✓ Yes No C. Site drainage/grading have been reviewed and are: ✓ OK Not OK; see stipulations 3. ✓ CDPS Permit & SWNIP Approved: ✓ Yes No _ N/A 4. ✓ Public Improvements to be comnleted: a. street paving/patching: ✓ Yes No b. curb & gutter/drivecut ✓ Yes No C. sidewalk: ✓ Yes No d. standard street lights: ✓ Yes _ No e. pedestrian lights: ✓ Yes _ No f. storm sewer: ✓ Yes No g. Letter of Credit (LOC) required: ✓ Yes No h. Funds in lieu of construction: TT Yes ✓ No If an LOC or funds in lieu of are required, has it been received? V/Yes No 5. ✓ SIA/PIA required and received 6. ✓ Traffic impact analysis required & approved: ✓ Yes No ✓ Yes No 7. ✓ If yes, was it approved by the Director of Public Works? ✓ Yes No 8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: ✓ Yes No If not, what is required: N/A If R.O.W. is required, has the deed been received? ✓ Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. L� 3/31/2021 Signature Date 10._a Stipulations: A Grading Certification accompanied by an ILC or updated CCP w/ spot elevations shall be required prior to issuance of the final C.O. for the building. 11. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage/Grading Certification Letter with by As -Built plans or updated CCP shall be required 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: 7865 W 42nd Ave Purpose of Construction: Single Family El Townhome 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 '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 Pennit issuance): $100.00 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 GENERALNOTES THESE DRAWNGS ARE °BUILDERS PLANSINDICATING GENERAL DESIGN INTENT ONLY. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE ANY ADDITIONAL CONSTRUCTION DETAILS REQUIRED AND TO 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 DRAWNGS INCLUDING ALL EXISTING GRADES AT THE SITE. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES OR DEFICIENCIES IN THE DRAWNGS PRIOR TO CONSTRUCTION. FAILURE TO NOTIFY THE ENGINEER SHALL CONSTITUTE ACCEPTANCE BY THE CONTRACTOR OF ALL RESPONSIBILITY. THIS IS A CUSTOM DESIGN FORA SPECIFIC SITE. THESE PLANS MAY NOT BE USED ON ANY OTHER SITE WTH OUT THE ENGINEER'S PRIOR, WRITTEN APPROVAL ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY THE ENGINEER SHALL CONSTITUTE ACCEPTANCE OF RESPONSIBILITY BY THE BUILDER AND OMER OF THAT CHANGE. THE CONTRACTOR SHALL PROVIDE MECHANICAL AND ELECTRICAL ENGINEERING AS REQUIRED TO COMPLETE WORK AND FOR INTENDED PURPOSE. MECHANICAL CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL NECESSARY FLUE CHASES. DUCTS & EQUIPMENT. THEBUILDER/CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO ALLAPPD CABLE BUILDING CODES. FRAMING NOTES ALL EXTERIOR WALLS TO BE PLATFORM FRAMED TO BOTTOM OF JOIST, RAFTER OR TRUSS WTH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. LOAD BEARING WALLS OVER 10' SHALL BE 2x8 AT 18" ON CENTER. ALL INTERIOR BEARING WALLS ARE 2X4 WOOD STUDS AT 18" ON CENTER, U NO INTERIOR BEARING WALLS TO BE FRAMED WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. NONLOADBEARING WALLS OVER 14' UNSUPPORTED HEIGHT SHALL BE 2X8 AT 18° ON CENTER. ALL OTHER INTERIOR NON-BEARING WALLS SHALL BE 2X4 WOOD STUDS AT 16" ON CENTER. PROVIDE TREATED WOOD SILLS WHERE REQUIRED BY CODE. STUDS AND PLATES SHALL BE "STUDS" OR #2 STRUCTURAL LIGHT FRAMING, HEMFIROR BETTER. FINGER JOINTED STUDS ALLOWED PROVIDED THEY MEET STUD GRADE QUALITY. PROVIDE "SOLID STUDS;' 2 MINIMUM GANGED STUDS IN WALLS AND AT BEAM BEARINGS AS SIT OWN CONTI N U OU S TH ROU GH SOLID BLOCKING IN FLOORS ALL SINGLE BRACED LVUS CALLED OUT SHALL BE BRACED WITH SINGLE DIMENSIONAL LUMBER OF CLOSEST SIZE. ALL MULTIPLE BEAMS SHALL BE GLUED, NAILED AND/OR BOLTED AS PER MANUFACTURER'S RECOMMENDATIONS. FOUNDATION PLATES SHALL BE REDWOOD CONSTRUCTION COMMON OR PRESSURE TREATED DOUGFIRAND ANCHORED TO FOUNDATION PC 1/2" DIA. ANCHOR BOLTS W/ 8" MIN. EMBEDMENT @ 48" OC. MAX UNLESS NOTED OTHERW E. FLOOR JOISTS SHALL BE TJ A AS MANUFACTURED BY WEYERHAUSER OR APPROVED EQUALS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SEE MANUFACTURER'S MANUAL FOR REQUIRED BLOCKING, FILLERS AND NAILING REQUIREMENTS. ROOF FRAMING SHALL BE PRE-ENGINEERED TRUSSES. LVL BEAMS SHALL BE MICRO -LAMS AS MANUFACTURED BY TRUSS JOIST CORP OR EQUAL WITH Fb 2800 PSI, FV 285 PSI E 1000 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 2" UNO ENGINEERED WOOD BEAMS AND HEADERS SPECIFIED 'E W", SHALL BE AS MANUFACTURED BY TRUSS JOIST CORPORATION, BOISE, IDAHO (OR APPROVED EQUAL) WITH THE FOLLOWING PROPERTIES 8 5/8" DEEP OR SMALLER To =1,700 PSI FV = 400 PSI E=1,300,000 PSI 9 1/4" DEEP AND LARGER To = 2,325 PSI FV = 310 PSI E=1,500,000 PSI MI CROLAM BEAMS AND HEADERS SPECIFIED DAY OE' SHALL HAVE THE FOLLOWNG PROPERTIES To = 2,800 PSI FV = 285 PSI E = 1,000,00 PSI BUILT-UP TIM BERSTRAND BEAMS MAY BE SUBSTITUTED FOR SINGLE PLY TIM BERSTRAND HEADERS PROVIDED THAT THE TOTAL AS DTH I S GREATER THAN OR EQUAL TO THAT DESIGNATED ON PLAN. BUILT-UP BEAMS MUST BE ATTACHED PER MOST STRINGENT INDICATED PER MA N U FACTU HER RECOM M EN PAUL ON S, UN LESS NOTED OTHFEW SEON PLANS MI CROLAMA (M.L OR LV LJ MAY BE SUBSTITUTED F OR TI M BEASTRAY D IT.S. OR L SL) OF TH E SAM E WDTH AND DEPTH, AS DESIGNATED ON PLAN BOISE VERA LAM BEAMS MAYBE SUBSTITUTED FOR TIM BERSTRAND OR MI CROLAM BEAMS OF THE SAME TOTAL WIDTH AND DEPTH, AS DESIGNATED ON PLAN. PROVIDE MIN. 1-1/8" TIMBERSTRAND LSL RIM BOARD. UN O. FLOOR SHEATHING SHALL BE 3/4" T&G, APA RATED STUFF -- FLOOR , 24" O C EXPOSURE I, T&G. GLUE AND NAIL WITH Btl COMMON NAILS AT 8" OC. AT ALL PANEL EDGES AND 12" OC. AT ALL INTERMEDIATE SUPPORTS WALL SHEATHING SHALL BE 7/18" 0 A . APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 8" AT EDGES AND 12" IN FIELD. 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. PROVIDE HURRICANE ANCHORS (SIMPSON ITS 5/H25A/H25T OR USP RT7 HURRICANE CLIPS AT EACH TRUSS/RAFTER AND ADD'L SIMPSON H7 OR USP RT20 AT ALL GIRDER TRUSSES, TYP. UN.0). PROVIDE REQUIRED BLOCKING AT ALL TRUSS / RAFTER BEARING. DENOTES LOAD BEARING WALL ALL OPENINGS IN EXTERIOR WALLS (DOORS, WNDOWS, ETC) SHALL HAVE MINIMUM HEADERS OF (2) 2X8'$, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 8'-0" WIDE - TYPI CAL U N O. ALL OPENINGS OVER 8'-0" SHALL HAVE HEADER, KING STUDS AND TRI MMERS AS INDICATED ON PLAN. KING STUDS ARE NOTED AS "K" AND TRIMMER STUDS ARE NOTED AS "T". ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WTH MANUFACTURER'S SPECIFICATIONS. FOR SAM LUMBER, USE (2) ROWS OF 182 NAILS @ 18" O C USE NAILING BOTH SIDES FOR 3 OR 4 PILLS ALL 2 -STORY FRAME WALLS (UP TO 19' PLATE HEIGHT) SHALL BE BALLOON FRAMED WTH 2X8 STUDS @ 12" OC. UNLESS NOTED OTHERWME ON PLANS. 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 WTH NUMBER AND TYPE OF NAILS RECOM M EN DED BY MANUFACTURER. REF ER HA N GER SCH EDULE. FRAMER RESPONSIBLE FOR BACKOUT FRAMING REQUIRED AT PLUMBING AND HEATING RUNS & CHASES. CARRY ALL POINT LOADS CONTINUOUS TO THE FOUNDATION. PROVIDE SQUASH BLOCKING. PROVIDE SOLID BLOCK UNDER ALL 22X & LARGER POSTS TO FOUNDATION OR SUPPORTING BEAM. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. DESIGN LOADS WTH LOCAL AMENDMENTS A. ROOF (SNOW) 30 PSF LIVE B. ROOF 20 PSF DEAD TOP CHORD =12.5 PSF & BOTTOM CHORD = 7 5 PSF C. GROUND SNOW 30 PSF D. FLOORS AND INTERIOR STAIRS 40 PSF LL, 15 PSF DL E EXTERIOR DECKS 40 PSF LL, 15 PSF DL E WND 105 MPH EXPOSURE C G SEC GUST) G. SEISMIC CATEGORY B H. WEATHERING. SEVERE I. FROST DEPTH. 36 INCHES J. TERMITE INFESTATION. SDGHTTO MODERATE K. DECAY' NONE TO SLIGHT DESIGN CODES A IRC2018 B ASCE7 C. RISC STEEL CONSTRUCTION MANUAL D. ACI BUILDING CODE 318 onnr NI(1T1=C WOOD ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE INTHE STATE OF COLORADO. CALCULATED LIVE LOAD DEFLECTI ONS OF TRUSSES SHALL NOT EXCEED 1 /240TH OF THE SPAN LENGTH. SHOP DRAWNGS 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 ALLTHE 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 AND ATALL TRUSS AND GIRDER HANGERS. SHOP DRAW NG REVIEW BY THE STRUCTURAL ENGINEER SHALL BE COMPLETED PRIOR TO TRUSS FABRICATION. FINALTRUSS PLANS TO BE SU BM ITTED TO STRUCTURAL ENGINEER FOR REVIEW. FAILURE TO SU BM IT TRUSS PLANS FOR REVIEW OR NOTIFY STRUCTURAL ENGINEER OF CHANGES TO PREVIOUSLY REVIEWED TRUSS PLANS SHALL CONSTITUTE ACCEPTANCE BY THE BUILDER OF ALL RESPONSIBILITY FORTHETRUSS DESIGN. 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 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. THE ROOF LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWNGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. DENOTES OV ERFRAM E AREAS PAR o OVERFRAMING TO BE COMPLETED AS FOLLOWS A. 2X8 @ 24" O C. FOR SPANS 7'-8" OR LESS B. 2X8 @ 24" O C. FOR SPANS BETWEEN 7'-7" AND 10'-8" C. OVERFRAME TRUSS FOR SPANS OVER IO ' -9" D. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. E. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. F PLACE (2) 1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. A ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'-0" 0 . W/(3) 10d NAILS EA SIDE ROOF SHEATHING SHALL BE 7/18" APA RATED SHEATHING 24/18 RATED, EXPOSURE I. NAIL WTH Btl COMMON NAILS ACCORDING TO DETAIL BELOW, AND PROVIDE PSCL SHEATHING CLIPS AT 2'-0" O C. BETWEEN SUPPORTS P5FT FOOTING WDTH/LENGTH . 5 F FASTENING SCHEDULE 2 8" (INCHES ON CENTER) PANELL B TION NAIL 5FT (INCLUDING 2 FT. fi 4 0 Btl 12 OVERHANG) 1fi PANEL FIELD Btl O 12" O ROOF FASTENING ZONE FOOTING WDTH/LENGTH 1 2 3 THICKNESS OF FOOTING FASTENING SCHEDULE 2 8" (INCHES ON CENTER) PANELL B TION NAIL fi fi 4 0 Btl 12 fi 1fi PANEL FIELD Btl O 12" O 5 14" O 5 14" 72' fi 16 @ 18"o c. 12" 32" 4 @ 12' 0 c 12" 34" 4 @ 12' o c. ROOF FASTENING ZONE FOOTING WDTH/LENGTH 1 2 3 THICKNESS OF FOOTING FASTENING SCHEDULE 2 8" (INCHES ON CENTER) PANELL B TION NAIL fi fi 4 PANELEDGES Btl 12 fi 1fi PANEL FIELD Btl BUILDER TO COORDINATE LOCATIONS FOR GUTTERS AND DOVNVSPOUTS. BUILDER TO VERIFY PROPER SLOPE OF GUTTERS FOR REQUIRED DRAINAGE DISCHARGE ROOF DOWNSPOUTS AND ALL OTHER WATER COLLECTION SYSTEMS WELL BEYOND THE LIMITS OF THE BACKFILL, A MINIMUM OF 5 FEET FOUNDATION NOTES SEE FOUNDATION WALL REINFORCING SCHEDULE FOR VERTICAL AND HORIZONTAL REINFORCING REQUIREMENTS. STEEL REINFORCING BARS SHALL BE GRADE 80 DEFORM ED BARS. #5 GRADE 40 STEEL MAY BE SUBSTITUTED FOR #4 GRADE 80 STEEL BEND OR LAP ALL BARS 48 BAR DIAMETERS WTH A MINIMUM OF 24 AROUND CORNERS. PROVIDE (2) #4'S AROUND ALL OPENINGS WITH (2) #4 X 4' AT ALL CORNERS. ANCHOR BOLTS SHALLBEA MINIMUM 1/2" DIAMETER WTH MIN.8" EMBEDMENT@ 4'-0" ON CENTER, MAXIMUM SPACING W/ MINIMUM OF (2) BOLTS PER PLATE. CONCRETE WALLS SHALL BE 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. CONCRETE SHALL HAVE A WATER TO CEMENT RATIO OF 0.50OR 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 8%±2 REFER TOACI 318 FOR ADDITIONAL INFORMATION. DO NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS CURED AND FOUNDATION ADEQUATELY SHORED. BACKFILLTO REQUIRED GRADE ELEVATION AND SLOPE AWAY FROM BUILDING. ALL CONCRETE SLABS SHALL BE 4" THICK WTH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS AND 6X6-W14XW 1 4WW.F. UNLESS OTHERWISE NOTED. PROV IDE SCORES OR SA WCUTS IN ALL SLABS @ 12'-0" O C. MAX.. WH ERE P OS SI BLE, A D GN SAW CUT WITH COLUMN CENTERD N ES AND REENTRANT CORNERS. FOUNDATIONS, FOOTINGS AND WALLS ARE DESIGNED BASED ON SOILS REPORT NUMBER 185535 BY A G. WASSENAAR AND DATED JANUARY 8, 2021 MAXIMUM BEARING CAPACITY OF 2000 PSF. MINIMUM DEAD LOAD BEARING CAPACITY OF NONE SPECIFIED. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNANTICIPATED SOILS CONDITIONS CONCRETE PROTECTION FOR REINFORCEMENT (U.N O) CONCRETE POURED AGAINST EARTH 3" CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER #5 BARS OR SMALLER 11/2" BARS LARGER THAN#5 2" SLABS 3/4" STRUCTURALSTEEB A. ALL STRUCTURAL STEEL ROLLED SHAPES SHALL CONFORM TO ASTM SPECIFICATION A572, LATEST EDITION. ALLPIPE COLUMNS SHALL CONFORM TO ASTM SPECIFICATION A53. B. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE RISC SPECIFICATION AND CODE OF STANDARD PRACTICE, LATEST EDITIONS C. ALL FIELD CONNECTIONS SHALL BE MADE WTH 3/4 DIAMETER ASTM A307 BOLTS- U N O. D. 3" DIAMETERSCHEDULE40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 334 KIPS MINIMUM. SQUARE FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WDTH/LENGTH # OF #4 REPAIR EACH WAY THICKNESS OF FOOTING 24" 2 8" 30" 2 8" 36 NONE 0" 42' 3 10• 48" 4 12" 54 4 12" 60" 5 14" 66 5 14" 72' fi 16 IF SPECIFIC FOOTING WDTH NOT SHOVNV, SUPPLY DEPTH AND REPAIR OF NEXT LARGER FOOTING SPREAD FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH #OF#4 REPAIR LONGITUDINAL #4 REPAIR LATERAL THICKNESS OF FOOTING 16 NONE NONE 8" 18" NONE NONE 8" 20" 2 NONE 8" 24" 2 NONE 10" 28" 3 @ 18"o c. 10" 28" 3 @ 18"o c. 10" 30" 4 @ 18"o c. 12" 32" 4 @ 12' 0 c 12" 34" 4 @ 12' o c. 12" 38" 4 @12'oc 12" IF SPECIFIC FOOTING WDTH NOT SHOWN, SUPPLY DEPTH AND REPAIR OF NEXT LARGER FOOTING FOUNDATION WALL REINFORCING SCHEDULE WALL HEIGHT VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT UPT03'-0" #4'S@48"0.C. (2)#5STOPANDBOTTOM UPTO4'-0" #4'A@24"OC. (2)#5'S TOP AND BOTTOM UPTO6'-0" #4'A@24"OC. (2)#5'S TOP AND BOTTOM UP TO 8'0 #4'A@24"OC. (2)#5'S TOP AND BOTTOM AND(1)#5@24 O.C. UPT010'-0" #4S@16 OC (2)#5' STOP AND BOTTOM AND (1) #5 @ 18" O.C. UPTO12'-0" #4'A@18"OC. (2)#5'S TOP AND BOTTOM AND (1) #5 @ 18" O.C. WALLS WTH BACKFIILL ON EACH SIDE, SUCH AS DEEP GARAGE WALLS, ONLY REQUIRE REINFORCEMENT AS PER THE SCHEDULE ABOVE FOR WALLS UP TO 4'-0" IN HEIGHT. HANGER SCHEDULE (UNLESS OTHERWISE NOTED) MEMBER FACE MOUNT HANGER TOP FLANGE HANGER SIMPSON USP SIMPSON USP (1)13/4"x912"RAP HUSH 81/10 HUS179 WP9 PHM1795 (2)13/4"x91/"EW HHUS410 THD410 HB356/95 PHX3595 (3)13/4"x91/"EW HGUS550/10 THDH610 GLTV559 PHXU5295 (1) 1 3/4"x 11 7/8" RW HUS1 81/10 HUS179 CAL 81/11.88 PHXU17118 (2)13/4"x117/8"RAP HHUS410 THD410 HB356/11.88 PHX35118 (3) 1 3/4"x 11 7/8" EFW HGUS5.50/12 THDH612 GLTV55/11 PHXU52118 (1)01/2"TH210 IUS206/95 THF20925 ITS206/95 TFL2095 (2) 9 1/2" TH 210 SUP 28/0 THF20925-2 MITA 28/0 5 TH020950 2 (1)117/8"TH210 IUS206/1108 THF20112 ITS206/1188 TFL20118 (2) 11 7/8" TH 210 SUP 28/11 THF20112-2 MHO 28/11.88 TH020118 2 (1)2X8 OR(1)2VO LUS28 JUS28 PFG 7/18"PLYWOOD/ CST 22x10 HU210-2OR HUC210-2 HD2102OR HD21021F NOTE ALL HANGERS AT (1) PLY BEAMS ARE APPROVED TO USE EQUIVALENT 1 1/2" NAL PLACE 4" TALL x 8" WIDE VOID FORM ACROSS FULL WDTH OF FOOTING EVERY 12 FT AND CENTERED BFLOW ASNROWS AT ALL EXTERIOR BASEMENT WALLS, WHEN USING INTERIOR DRAINS. SHEAR WALL LEGEND SHEAR WALL a- HOLD DOWN rtlt�yy DBL STUDTYP.@HOLDDOWN STUD WALL HOLD-DOWN SCHEDULE °Hos" SIMPSON HOLD DOWN ANCHORAGE HD1 CS16 NA. HD2 CMST14 NA. HD3 HDU4SDS2. 5 OR STHDI4 PAB5w/4"EMBED. HD4 HDU8-SDS25 PAW w/51/2'EMBED . HD5 HDU11-SDS25 RABBw/71/2"EMBED . Hos HD12 RABB w/71/2'EMBED . HD PTA STHD10RJ or HDU4 RABBw/71/2"EMBED . REVISION LOG DELTA# COMMENTS STEEL LINTEL SCHEDULE SCHEDULE OPENING WIDTH LINTEL SIZE BEARING LENGTH REMARKS 5'-0"ORLESS L4 x 31/2 x 5/18 4" LlH OVER 5'-0"THAT 7'-0" L4 x4 x5/18 8" 7/18"PLYWOOD /CST OVER 7,0"THAT 16'-0" L5 x 31/2 x 5/16 SEE DETAIL LlV 1 J RE'. GENERAL NOTES FOR MATERIAL SPECIFICATIONS. RESIDENTIAL SHEAR WALL PANEL SCHEDULE SW SHEATHING EDGE NAILING FIELD NAILING EDGE STAPLES FIELD STAPLES EDGESTUD AND BILLS SLLNATIING UPPER STORIES HOLD DOWN NOTES MP 7/18"PLYWOOD /CST Od@6" 8d@ 12 1do@4" 2'LONG 169@12" 2'LONG 2x 16tl@6"oc PER PLAIN F-4 OR AS SHOWN PER PLAN ABW1 7/18"PLYWOOD/ CST 82@4" 8x@12" 159@3• 2"LONG 159@12" 2"LONG 2s 16tl@6"oc PER PLAIN L= AS SHOWN PER PLAN ABW2 7/18"PLYWOOD/ CST 82@3" 8x@12" M 2x 16tl@6"oc PER PLAIN L= AS SHOWN PER PLAN ABW3 7/18"PLYWOOD/ CST 82@2" 8x@12" M (2)2x 18x@4"oc PER PLAIN STAGGER NAILS CSMR7/18" PLYWOOD/ CST Od@6" 8d@12" 169@4" 2"LONG 169@12" 2"LONG 2s 16tl@6'oc PER PIN L= FULL LENGTH OF WALL NOTED, ABV.&BLW. WNDOWS PFG 7/18"PLYWOOD/ CST N/A SEE PFG DETAIL OF 1/2 GYPSUM BOARD 52@7" 52@7" 52@7" 52@7" 2x 16tl@6"oc PER PLAN L= AS SHOWN PER PLAN OF 1/2 GYPSUM BOARD 52@4" 52@7" 52@7" 52@7" 2x 16tl@6"oc PER PLAIN L= AS SHOWN PER PLAN GB -3 5/8 GYPSUM BOARD 6tl@4" 6tl@7" 6tl@7" 6tl@7" 2x 16tl@6"oc PER PLAIN 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 (WAR) SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BU ILDI NG DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS 3. INTERIOR GYP BOARD (GB) SHEATHING SHALL OCCUR ON EACH SIDE OF WALL (NOTE INTERIORSIDEOFGB-3MAY FEB GYPBOARD NAILED WTH 5d NAILS SPACED AT 4" o c. AT PANEL EDGES) 4. EXTERIOR WALLS (MR) SHALL BE SHEATHED ON THE INTERIOR FACE WTH% GYP BOARD (MINIMUM) 5. PLYWOOD/OSB SHEATHING SHALL BE STRUCTURAL 1 GRADE WITH EXTERIOR GLUE. 8. 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 WDTH OF 7/16 INCH MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED WTH THEIR CROWNS PARALLELTO THE LONG DIMENSION OF THE FRAMING MEMBERS. 9. TH E FEES CRI PTI VE M ETH ON DESCRI B ED IN TH E I RC WA S FOLLOWED WH EN APP LI CA BLE. WH EN TH E REST RE PURL FRAM ING DOES NOT ALLOW THE PRESCRIPTIVE M ETH OF TO BE FOLLOWED, THE SHEAR WALLS WERE ENGINEERED. `�j� yy .,Pali l�C��>•P. mw.Muxi..n�rn.w.Exi "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. Plan Reviewer Allen Posey Date 04/16/2021 Wstudio Denver, CO Evergreen, CO Austin, TX 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com 18149 COPYRIGHT2021 The document eanlretmme0 olaarvl®, and as such remons the piopeMm[vatudio. Peimeaionmiue oche document rated and can be Mended on, P watenagieementu0Nstudio. REVISION: PERMIT SET DATE'. FEBRUARY 17 2021 DRAWN BY KMT CHECKED BY FIRM ,e3��Ig81110Is) 1�1 SG.O O ^ ` hW O O W ^ ` VJ M ' / W M n VV TI Ln � 18149 COPYRIGHT2021 The document eanlretmme0 olaarvl®, and as such remons the piopeMm[vatudio. Peimeaionmiue oche document rated and can be Mended on, P watenagieementu0Nstudio. REVISION: PERMIT SET DATE'. FEBRUARY 17 2021 DRAWN BY KMT CHECKED BY FIRM ,e3��Ig81110Is) 1�1 SG.O DOUBLE 2x STUDS RE: FRAMING 2x STUDS RE: FRAMING EXTERIOR SHEATHING 2x STUDS RE: FRAMING 1/2" EXP. JOINT MATERIAL P.T. 2x CONT. PLATE w/ OL DIA. x RE: FRAMING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG 10" LONG ANCHOR BOLT W/ 3" SLAB ON GRADE - RE: PLAN BRICK, RE: ARCH P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG Wstudio ANCHOR BOLT W/3" HOOKA.B. (8" EMBEDMENT) HOOKA.B. (8" EMBEDMENT) T-0" ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) -F @ T-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF O.C. (U.N.O. ON PLAN) & WITHIN 4x4-W4.OxW4.0 WWF OR #3 @ RE: FOUNDATION WALL @ T-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF 1/2" EMBEDDED W1 2x35 COL., RE: PLAN EACH END OF EACH PIECE OF SILL PLATE. V-0" OF EACH END OF EACH PIECE T.O. WALL 12" o.c. EA. WAY REINFORCING SCHEDULE EACH END OF EACH PIECE OF SILL PLATE. BASE PLATE Denver, CO OF SILL PLATE. RE: PLAN PROTECTIVE COVER, _ __ Evergreen, CO 1/2" EXP. JOINT RE: FOUNDATION WALL a MATERIAL, P. RE: FOUNDATION WALL a RE: ARCH a -- - ° AUGIIO, TX REINFORCING SCHEDULE 6" CONIC. STRUCTURAL SLAB, b REINFORCING SCHEDULE ¢i -- SCORE SLAB w/1"DEEP CONTROL 3/16 a SLAB ON GRADE - RE: PLAN BRICK, RE: ARCH ° - JOINTS @ 200 S.F. MAX. REINFORCE - n-;. 4x4-W4.OxW4.0 WWF OR #3 @ ADDITIONAL #5 GRADE - W/#4 10" o.c. LONGITUDINAL & #4 - a a #3 STIRUPS (H 3" o.c. 12" o.c. EA. WAY HORIZONTAL BAR /2 51 III III III 4 1/2 5 t a a @ 10" O.C. TRANSVERSE (TYP) (4) 1/2" DIA. HILTI AWS ° AROUND ANbHOR 303.070.7242 ` WE LD ED HEADED a OLTS (BEYOND) B design@evstudio.com � DRILL &EPDXY #4 @ 10" o.c., MIN. STUD ANCHORS EMBED. 5" INTO WALL & 12" INTO SLAB. SECTION A -A Inspections@eVGfUdIO.com - VOID MATERIAL, SPACED 41/2" BRICK LEDGE www.evstudio.com O RE: FOUNDATION WALL p _ _ RE: MANUFACTURER s F ' 1/2" EMBEDDED BASE PLATE LL REINFORCING SCHEDULE M FOUNDATION _ DRAIN, RE: SOILS - W1 2x35 COL., RE: PLAN aJ.Ihea (2) ROWS VERTICAL STEEL RE. FOUNDATION WALL LL REPORT RE: FOUNDATION WALL `; - - CONCRETE CURB, RE: �� rRi • .° N RE: FOUNDATION WALL - REINFORCING SCHEDULE v REINFORCING SCHEDULE o ...�. O' B.O. WALL N - - PLAN M O REINFORCING SCHEDULE �,'� m 4 1/2" DIA. HILTI AWS U Wi REQ .PLAN - _ N RIGID INSULATION RE: ARCH o ��o O — o m M � _ --_-_- WELDED HEADED _ � a �o m ^� _ STUD ANCHORS #4x Jiv WALL STEEL SPACING #4xJ� WALLSTEEL SPACING e'* ��r __ RE: PLAN - -. @ ° 10 UNO @ 10" UNO o 3/16 (�o.c. P_2 #3 STIRUPS (9�Fi3" -� - 8„ @ A I A BOLTS(BEYOND)S—I 8" 8" #4 x iv WALL STEEL SPACING O RE: PLAN RE: PLAN O RE: PLA M DOUBLE WALL/BRICK LEDGE DEMISING GARAGE END. WALL W/ BRICK LEDGE M END. 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REPORT ° PLAN FOR SIZE LL — M Z Q a o �J J F 1 1/2"CLEAR M - �••O • •O O J � � � Z PLAN VIEW 4" CONIC. PATIO ° �> m — 0 RE: ARCH � H--� M d � a CONTRACTOR TO VFY O III JOS SYSTEMS PLASTIC HAUNCH OR O m Q� DRILL 5/8" DIA. HOLE EPDXY H7ANCH BAR PRE -CAST BOLT HAUNCH BY OTHER MAY PILASTER BEARS ON MM K N F --i "U.N. #4 x J @WALL STEEL SPACING N,/HILTI-RE 100 ADHESIVE, 10" EMBED. BE USED. PRE -CAST TO HAVE MIN. 1/2" NATIVE SOIL OR 8" COIL RODx18" & #4 BAR ALL AROUND. COMPACTED FILL, RE:RE:PLAN INTERRUPT RIGID INTION PROVIDE SUBMITTAL OF PRE -CAST GEOTECH. C AT HAUNCH LOCATIONS CONCRETE HAUNCH PRIOR TO USE. 1 TYP. CORNER REINFORCEMENT FOUNDATION @ PATIO PERIMETER HAUNCH SECTION g PATIO POST PILASTER Q t 3/4„ - 1,-0, p ® 3/4„ - 1,-0„ 3/4„ - 1,-0„ P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG 2x STUDS RE: FRAMING STEM WALL & WOOD FRAMING 2x STUDS RE: FRAMING ANCHOR BOLT W/ Y HOOK A.B. (8" EMBEDMENT) BEYOND I_ 1 2x STUDS RE: FRAMING @ 3'-0" O.C. (U.N.O. ON PLAN) &WITHIN 1'-0" OF P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG SLAB ON GRADE - RE: PLAN P.T. 2x CONT. PLATE w/ 1/2" 1/2" EXP. JOINT MATERIAL EACH END OF EACH PIECE OF SILL PLATE. ANCHOR BOLT W/3" HOOKA.B. (8" EMBEDMENT) DIA. x 10" LONGANCHOR RE: FOUNDATION WALL @ T-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF 4x4-W4.0xW4.0 WWF OR #3 @ BOLT W/3" HOOKA.B. (8" SLAB ON GRADE - RE: PLAN REINFORCING SCHEDULE HOLD TOW DOWN TO POUR SLAB OVER WALL EACH END OF EACH PIECE OF SILL PLATE. 12" o.c. EA. WAY EMBEDMENT) T-0" O.C. PROTECTIVE COVER, @ DOOR 4x4-W4.OxW4.0 WWF OR #3 @ (U.N.O. ON PLAN) & WITHIN TI RE: ARCH RE: FOUNDATION WALL T.O. WALL 12" o.c. EA. WAY 6" CONIC. STRUCTURAL SLAB, REINFORCING SCHEDULE V-0" OF EACH END OF EACH Z M a - - SCORE SLAB w/ 1 DEEP CONTROL z PIECE OF SILL PLATE. RE: PLAN a Ln JOINTS @ 200 S.F. MAX. REINFORCE SLAB ON GRADE - RE: PLAN a a W1#4 @ 10 o c LONGITUDINAL & #4 �� > _ @ 10 O.C. TRANSVERSE (TYP) -- 4x4-W4.OxW4.0 WWF OR #3 @ m #5 BARi- 141 ' - 12"-W EA. WAY - a . 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WALL W/ FOOTING @ GARAGE 3/4" - 1'-0" 3/4" - 1'-0"3/41 - 1 -0"341 - 1 -0" COPYRIGHT2021 2x STUDS RE: FRAMING 2x STUDS RE: FRAMING 2x6 STUDS RE: FRAMING nand,, thep,opad oiraeumoaPeransaodio�use ouha documents hunted and can be cleaned on, by EXTERIOR SHEATHING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG EXTERIOR SHEATHING P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG uiNeaagieemeatu Ah Ndudis. RE: FRAMING ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) RE: FRAMING ANCHOR BOLT W/ Y HOOK A.B. (8" EMBEDMENT) RE: FOUNDATION WALL 2x STUDS RE: FRAMING @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF RE: FOUNDATION WALL @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF REVISION: REINFORCING SCHEDULE BEYOND EACH END OF EACH PIECE OF SILL PLATE. EACH END OF EACH PIECE OF SILL PLATE. REINFORCING SCHEDULE EACH END OF EACH PIECE OF SILL PLATE. 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PROTECTIVE COVER, PROTECTIVE COVER, POUR SLAB OVER WALL @ DOOR RE: FOUNDATION WALL RE: FOUNDATION WALL RE: ARCH REINFORCING SCHEDULE REINFORCING SCHEDULE RE: ARCH „ CONIC. STRUCTURAL SLAB, w _ _ _ - SCORE SLAB w/ 1" DEEP CONTROL w - ° - 1 ` 6" CONIC. STRUCTURAL SLAB, - 6" CONIC. STRUCTURAL SLAB, - m _ JOINTS 200 S.F. MAX. REINFORCE N °-: ^- • - SCORE SLAB w/ 1" DEEP CONTROL ^ - SCORE SLAB w/ 1" DEEP CONTROL j 6" CONIC. STRUCTURAL SLAB, - m - _ - ° • l - W/#4 �0" O.C. LONGITUDINAL & #4 SCORE SLAB w/ 1" DEEP CONTROL JOINTS @ 200 S.F. MAX. REINFORCE - o- JOINTS @ 200 S.F. MAX. REINFORCE W/#4 @ 10" o.c. LONGITUDINAL &#4 W/#4 @ 10" o.c. LONGITUDINAL &#4 GRADE o- @ 10" O.C. TRANSVERSE (TYP) PERMIT SET JOINTS @ 200 S.F. MAX. REINFORCE ° - PATE. FEBRUARY 17, 2021 @ 10" O.C. TRANSVERSE (TYP) ° - @ 10" O.C. TRANSVERSE (TYP) W/#4@10"o.a LONGITUDINAL &#4 `-,�°.-� `�-,y��a� z SII DRILL & EPDXY#4@10"; o.c., MIN. SLAB PRAWN BP. KMT @ 10" O.C. TRANSVERSE (TYP) z 41/2" 61/2" EMBED 5" INTO WALL & 12" INTO SLAB. EMBED. 5' INTO WALL & 2 NTO DRILL & 5" INTO 4 @ 10" o.c., MIN. DRILL & EPDXY#4 @ 10" o.c., MIN. = III III VOID MATERIAL, SPACED RE CHECKED EP. RRM VOID MATERIAL, SPACED RE: _ EMBED. 5" INTO WALL & 12" INTO SLAB. _ w - MANUFACTURER a - VOID MATERIAL, SPACED III- VOID MATERIAL, SPACED RE: w III- MANUFACTURER p w - i MANUFACTURER o FOUNDATION F p - RE: MANUFACTURER DRAIN, RE: SOILS III p RE: FOUNDATION WALL N - se O REPORT RE: FOUNDATION WALL REINFORCING SCHEDULE O w REINFORCING SCHEDULE FOUNDATION LL RE: FOUNDATION WALL RE: FOUNDATION WALL LL LL 4 RIGID INSULATION, RE: ARCH REINFORCING SCHEDULE REINFORCING SCHEDULE o RIGID INSULATION, RE: ARCH ce.DETAILS #4x WALL STEEL SPACING 11"UNO #4x T71U., IF Iry WALL STEEL SPACING w 11"UNO #4x iv WALL STEEL SPACING N #4x Iry WALL STEEL SPACING RE: PLAN J @ J @ J @ "`� J @ M 8.. M RE: PLAN 8.. M RE: PLAN 8„ M RE: PLAN g" FOUNDATION WALL @ DOOR z TYP. DEMISING WALL @ UNIT STEP , TYP. 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WALL AT FRONT DOOR Tow@ vERI HAUNCH RE 10/SO 0 PORCH 4"CONCRETE '11� SCALE: 3/4" = 1'-0" 77y9• ' 23,18• 16 6 16 6 28,11 4,11. 3'-42" 1,51. 3,11. 2 16 4• 2'-2" 9'-4" 5'-0" 4'-1" 9'-4" 3'-1" 2 16 4• 2 1' 11 3• 3. 3'-10" 11" 3'-10" 3. 3• 1'-11" 11 MOMENT FRAME, RE'. DETAIL 131SO 8 MOMENT FRAME, RE DETAIL 13/SO 8 TOL_ TOL- TOL= T L= 99'-0" it SLOP AWAY FROM BUILDING ELEVATION `r YFROM BUILDING ELEV��ION 99-0 SLO �� 8_o SLO 99 4 a H 4" co a a H 4" CONCRETE DRIVE SLAB ON] GRADE a H a - 4"CONCRETE DRIVE SLAB ON GRADE Iry PE AWAY FROM BUILDING ELEVATI ON 4"coNCRETE DRIVE SLAB ON GRADE - - - - HEAWAY FRo BUILDING ELEVATION m• , FE A, o m LOO IS N WAL @ O H. DOOR LoWER FOUN TION WALL @ OmH. DOOR LOWER FOUN ATI ON WALL @ O IF. DOOR LOWER FOUN AT DOORry -`r v LOWER ORATION ON wALL off z 1�DETAIL 3. BON@ 9fi' 0" RE DETAIL RE DETAIL BON@ 9fi' 0" RE DETAIL BON!@ 99820" 3" 1'- 1'-412 6/SO 0 ASO 0 fi/59.9 6/SO 0 11" WIDE CONCRETE FOUNDATION WALL OVER - cONCRETE SPREAD FOOTING - TYP. (SEE TYP. - WALL SECTION FOR DRAINAGE CONCRETE VN coNCRETE FOUNDATION WALL OVER REQUIREMENTS - SEE WALL & FOOTING STEEL 11"WIDE coNCRETE Fou NDATI ON WALL 8"WIDE coNCRETE Fou NDATI ON WALL OVER WALLSECTIONREAD FOOTING FOR DRAINAGE rvP. (SEE TYP. REINFORCING REQUIREMENTS)URE: DETAIL 7/SO OLE FOR CING 1,.8 NVER ONCRETE SPREAD FOOTING TYP (SEE TYP WALL SECTION FOR DRAINAGE 1'�8" CONCRETE SPREAD ALLFOOTING TYP OSEETYP SECTION FOR DRAINAGE REQUIREMENTS -SEE WALL &FOOTING STEEL REQUIREMENTS -SEE WALL&FOOTING REQUIREMENTSSEEWALL&FOOTING STEEL REINFORCING SCHEDULE FOR REINFORCING 1'-8" STEEL REINFORCING SCHEDULE FOR REINFORCING SCHEDULE FOR REINFORCING REQUIREMENTS, RE DETAIL 5/WO TOW 188'-0" REINFORCING REQUIREMENTS RE DETAIL REQUIREMENTS, RE DETAIL 5/W0 BOW@ 96'-0" 7/W0 TOW@ 188'-0" GARAGE FLOOR. 4"CONCRETE in GARAGE FLOOR. 4"CONCRETE GARAGE FLOOR: 4"CONCRETE GARAGE FLOOR. 4"CONCRETE TOW@ 188'-0" BOW@ 98'-0" SLABSLOPEDOM FROM SLABSLOPEDOM FROM SLABSLOPEDOM FROM SLABSLOPEDOM FROM BOW@ 98'-0" BACK TO FRONT BACK TO FRONT BACK TO FRONT BACK TO FRONT TOW@ 188'-0' 2'_0" BOW@ 98'-0 1'-10" TOW @ 188'-0 TOW @ 188'-0" TOW @ 188'-0" - BOW@ 9fi'-0' BOW@ 9fi'-0" BOW@ 9fi'-0" 10" WIDE CONCRETE FOUNDATION WALL OVER 10" WIDE CONCRETE FOUNDATION WALL OVER �0. _ CONCRETE SPREAD FOOTINGTYP(SEE TYP 1 CONCRETE SPREAD FOOTING TYP 8" WIDE CONCRETE FOUNDATION WALL p _ 8" WIDE CONCRETE FOUNDATION WALL _ 2.8" WALL SECTION FOR DRAINAGE 1 1-42" OVER coNCRETE SPREAD FOOTING- OVER coNCRETE SPREAD FOOTING- REQUIREMENTS -SEEWALL&FOOTING STEEL WALL SECTION FOR DRAINAGE REQUIREMENTS- - TYP (SEE TYP. WALL SECTION FOR rvP. (SEE TVP. WALL SECTION FOR REINFORCING SCHEDULE FOR REINFORCING SEE WALL & FOOTING STEEL REINFORCING DRAINAGE REQUIREMENTS-SEEWALL DRAINAGE REQUIREMENT!-SEEWALL& m REQUIREMENTS) RE DETAIL I5/WO - SCHEDULE FOR REINFORCING REQUIREMENTS), &FOOTING STEEL REINFORCING FOOTING STEEL REINFORCING SCHEDULE RE'. DETAIL 15/50.8 SCHEDULE FOR REINFORCING FOR REINFORCING REQUIREMENTS), RE'. CONCRETE SPREAD CONCRETE FOUNG NDATION TYPLL WALL WALL - 8" WIDE CONCRETE FOUNDATION WALL OVER REQUIREMENTS), RE DETAIL B/W O DETAIL B/W O SECTION FOR DRAINAGE REQUIREMENTS- SEE WALL m NCRETE READ TING TYP OSEETYP FOR CTION R DRAINAGE UIREMENTS WAL 61 NG STEEL RCING HEDU TOL— his his 99' 8" 0—ICA A, 1 fi 2 &OINNORCGINGPREQSTEEL U REQUIREMENTS) TNS), RE DETAIL OETAILE 590 W BBNOW @ 19fi'-0" LOWER FDN. 5' 32" 4 41-R m LOWER FDN. Bow@ 9fi' 09 52 4 2'. REINNFORICING REQUIREMENNTS) RECDETAIL B/S000 0 4 01_ 14 5 Aii- 2 8 5 8 @ DOOR RE _ , 8 @ DooR RE DETAIL4/so. ETAIL4/So 0 —m TOW@ 188'-0" — TOW@ 188'-0" Bow@ efi'-o" LowER FON. LOWER FON. Bow@ efi'-o" @ DOOR RE - - @ DOOR RE - ETAIL4/SO DETAIL4/S9- 00 0 .. H 3 . . • 1.' m Bow RE DETAIL fi" SLA SECTION FOR DRAINAGERETI R REINFORCING NEEDULESEEWAL 8. m 0 • . 0` . . OOTING STEEL m - 11 13'4. 2 LONER LEVEL 7' IT 3 13, HD m RE DETAIL " _ as8.8 RENFORCIG REQUIREM ENTSI, Re DETAIL LOWS EVEL FLooR. N 14/S80 4 2 LOWER EL FLoo : 7'-j p1„ � fi 02/W.0 0 9111" fi' 12'112" RE DETAIL SLAB e' -v' 7'-s' 2 14/so 0 32' TOW@ 188'- 14 TAIL 0. .� /LOWER 3 BOW@ 98'_80 32 49 23 TOW@ .fi 2'-3" 2 BOW 98'-0' BOW@ 98'-0" FLOOR /S0 0 TOW @ 188'-0" 8" 8 3„ 188-0 8-0 ...RE @ � Bow@ efi'o"W 2e RE DETAIL Re DETaL STEP TOW 14/SO0 AIL 2AE _ TON@ 1 SDETAIL t1A Tow@ 199'_9" 2/SO0 14/S 0 @ Bow efi'-o" LEVEL 7. 8" 00 0 2 14/WO TONE. ARCH 1 TE v BREARCH- RE STE RE BON@ 9fi' 0" TOW 9 11 TON@ 10 NRE AR RE .. 'A, 0' 0 0' T 0 0' - 0 BON@ 9fi 0' - BON@ 9fi H DETAIL 41 DETAIL RE'ARCH e 11" CH 1/S00 v TOL- 98 8 i m TOL- 99 8" v O EIR FDN m Tow TO BE H H03 H 3 @ DooR, Re 4 1 22" a H03 Lol DooR, Re @ DooR, R o L-1 H03 Fo 1 02 fit' LowER N. 3 HD H03 p3 4� STEP Tow LJ H03 L ER FDN. LOWERF L L - 1 4@DooR,R 1 4 1 SCALE: 1/4"=1'-0" BTAIL /S10 fiOFABOV 10 STEP 5-0 o c MAX , rvP 5-0 o MAX, TYP. - DETAIL 2/51.0 5 0 o c, MAX, FYP. - D TAIL 2/s10 DETAIL a 0 - S MAX TYP m v TO OF SLAB SLA TOW v - HAUNCH CONCRETE o� 6 8. @ 6. 6 0 = - - CONCRETESLAB ONN GRAI/4 W/#4@ 18AWAV HAUNCH E OC - RED TAI `�`4 BNOW@ 9fi'-0" CONCRET CONCRETE BOW 9fi'-00' . RE 10/So 0 H 3-" FOUNDATION ON UN DER COLUMN HAUNCH m STEP TOW STEP 1W PE PER 2 Tow@ vERI HAUNCH RE 10/SO 0 PORCH 4"CONCRETE N 1— 2 FROM GELEVATIOTOW@ _ 3 3 DE I STEP SLAB I III STEP Tow VERIF 69 14/W O ifi RCH 4" ONCR coNCRETE SLAB Tow@ VERIF TOW RIF ON GRADE NC o - Bow@ 9EVI ry FO OTAWAVFROM GRADE 181' OC 3 fi BOW@ 9fi'-0" TOW BOW@ 96 SLOPEI/4"PERFOOT AWAY e TOP OF "'ALL TO BE BUILDING ELEVATION 7 3�fi FROM BUILDINGCONCRETE SLOPE 1/4' PER FOOT AWAY - 3_5 ELEVATION BOW@BVERF @ EP Tow FROM BUILDING ELEVATION STEP Tow Tow=199'-2" 8"ABOVE GRADE STEP TOW ° TOWTOB 8" TOP OF WALL STEP Tow — ABOVE TOP OF TOBEB"BELOW 7V "101111 ry STEP TOW W ar �1 5 126 OW AB TOP OF SLAB STEP BWIDE CONCRETE FOUNDATION WATL� 8 STEP TOW NF WALL TOWTOBE6fi DRAINAGE REQUIREMENTS -SEE WALL 80 1 1 02 2'-6 VOID 4,fi• 2-6 VOID 3'-82" 3'-82" 2'-6 VOID 4,6 VOID 1'-0--• 2 SPREADFOIONNG OVERP CONCRETE(SEE TO BEOP BELOW ABOVE TOPLOFB & FOOTING STEEL REINFORCING TYP ALL TOP OF SLAB SCHEDULE FOR REINFORCING RE'DE IL TOP OF WALL TO DRAINAGE REQUIREMENTS-SEEWALL REQU I REM ENTS), RE DETAIL]1/SO 0 2-6 VOID 1'-5" 4'-5" 18/ 00 3'-0.. BE 6 BELOWTOP OF WALL TO R &FOOTING STEEL REINFORCING 1 6 12' 5" 8" VNDE CONCRETE FOUNDATION OF S BELOWTOP 8" POPE CONCRETE FOUNDATION 11 BE SCHEDULE FOR REINFORCING WALL OVER CONCRETE OF SLAB WALL CONCRETE REQU I REM ENTS), RE. PETRI L II /SO 0 SPREAD FOOTING -TYP (SEE 27"WIDE CONCRETE OVOO TYP WALL SECTION FOR F OU N PATI ON WALL OVER TYP WALL SECTION FOR DRAINAGE REQUIREMENTSSEECONCRETE SPREAD FOOTING- DRAINAGE REQUIREMENTSSEE 54279 199'-0" " 1 021 WALL&FOOTING STEEL TYP (SEE rvP. WALL SECTION WALL&FOOTING STEEL 1'-0 5'-0" 5'-O V VOID 5' 4'-' 1'-5" VOID 2'-8'V REINFORCING SCHEDULE FOR FOR DRAINAGE REINFORCING SCHEDULE FOR 4'-11" FOUNDATION PER CONTRACEA REQUIREMENTS-sEE WALL & REINFORCING E DETAEMj j /SO O REINFORCING REQUIREMENTS RE DETAIL II/g00 FOOTINGSTEELRE NFORCING ) 14'-5" 8' 2 RE DETAILII/50.9 F40 WALLSAREA MINIMUM OF 4'-0"TALL. MINIMUM SCHEDULE FOR REINFORCING CONTRACTOR MAY DECREASE WALL DEPTH REQUIREMENTS), RE DETAIL DUE TO EASE OF CONSTRUCTION WHILE 20'-1012 2 14'-3" 16/S90 4'-3" 14'-3" 2'-3" MAINTAINING REQUIRED FROST DEPTH. CONTRACTOR SHALL SUBMIT PROPOSED PLAN TO ENGINEER OF RECORD FOR APPROVAL UNIT Y4 -E UNIT Y1-1 UNIT Y1-1 Lot 9 Lot 10 Lot 11 7869 W 42nd Ave 7865 W 42nd Ave 7861 W 42nd Ave ,,4B-PLEX FOUNDATION PLAN 1 SCALE: 1/4"=1'-0" BTAIL /S10 v 5-0 o MAX, TYP. * 2 STEP TOW CONCRETE HAUNCH TOWTO 0 . ABOVEE TOO OF OF SLAB RED TAI `�`4 CONTINUE INSULATION AT /SO IT So So So So So So So So So H 3-" FOUNDATION ON UN DER COLUMN STEP TOW STEP 1W 1-5 2 Tow@ vERI PORCH 4"CONCRETE N 1— 2 v-9" _ BOW@ 98'-0F Tow@ vERIF SLAB ON GRADewr ua@ v BOW@ 98'-0" 18"OC.-SLOPE 1/4 PER Tow -188'2" - FO OTAWAVFROM - BUILDING ELEVATION - EP Tow STEP TOW TOWTOB 8" TOP OF WALL 8" WIDE CONCRETE FOUNDATION WALL ABOVE TOP OF TOBEB"BELOW OVER CONCRETESPREADFOOTING- S AB TOP OF SLAB TYP (SEE TYP WALL SECTION FOR DETAIL DRAINAGE REQUIREMENTS -SEE WALL 80 & FOOTING STEEL REINFORCING SCHEDULE FOR REINFORCING REQU I REM ENTS), RE DETAIL]1/SO 0 2-6 VOID 1'-5" 4'-5" 5'-0"VOID 3'-0.. 4'-112. 1 6 12' 5" 18'182" UNIT Y2 -E Lot 12 7859 W 42nd Ave Wstudio Denver, CO Evergreen, CO Austin, TX 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com of VJ heat R. U`� m �'tdi0g 00, 4P ^O Q� O 18149 COPYRIGHT2021 IDdidan ustranneiHm 4 as such maimm p p MmLvawrt P ' anm use iN d=hunted and be eNnheh ony by rffen agreementwONW4. REVISION PERMIT SET DATE'. FEBRUARY 17 2021 DRAWN BY KMT CHECKEDBY'. FIRM FOUNDATION PLAN silo 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: 7865 W 42nd Ave 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 � ` City of Wheat Ridge Single Family- New PERMIT - 202100559 PERMIT NO: 202100559 ISSUED: 04/26/2021 JOB ADDRESS: 7865 W 42nd Ave EXPIRES: 04/26/2022 JOB DESCRIPTION: Yarrow Gardens - New SF Townhouse -3 Story -1 car att garage-YlI-Accssible Unit- 1315 sq ft *** CONTACTS *** OWNER HDP WESTRIDGE LLC GC (303)707-4422 GENE W. MYERS 180370 THB WESTRIDGE LLC SUB (720)315-0364 GLENN CARRIZALES 130249 ULTRA ELECTRIC INC. SUB (303)761-9276 CHRISTOPHER REISTER 170100 STEEL T HEATING, INC. SUB (303)978-1051 TODD WOODFORD 070071 C&T PLUMBING LLC SUB (303)430-1414 SITEWISE LLC 202034 SITEWISE LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 193,884.24 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 4,071.57 Permit Fee 1,738.35 Engin. Review Fee 100.00 ** TOTAL ** 6,029.92 *** 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. 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 for the SDP (Case No. WZ-18-24) 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. 1*� ` City of Wheat Ridge Single Family- New PERMIT - 202100559 PERMIT NO: 202100559 ISSUED: 04/26/2021 JOB ADDRESS: 7865 W 42nd Ave EXPIRES: 04/26/2022 JOB DESCRIPTION: Yarrow Gardens - New SF Townhouse -3 Story -1 car att garage-YlI-Accssible Unit- 1315 sq ft I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, a licable Buildin codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ownerofthe property npd am authorized to obtain is permit d perform the work described and approved in conjunction with this �ppermit. I further attest I am le all authorized to include all entities named within this document as artier to the work to be erformed and that all work to be performed is disclosed in this document and/or its' accompanyinga roved lans and specifications. p p pp p p Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the E ermit application and accompanying pFlans and specifications and is subject to the com liance with those documents, and all a licabe statutes, ordinances, regulations, olicies and procedures. 2. This pen -nit shall compliance 365 days after the date of issuancepregardless of activity. Requests or extension must be made in writingand received prior to the date of expiration. An extension of no mre than 180 days made -be ranted at the discretion of the Chief Building Official nd may be subject to a fee equal to one-half of the original permit fee. g g 3. If this permit expires, a new permit may be reqquired to be obtained. Issuance of a new permit shall be subject to the standard requirements, fes and roceures for a roval of an new permit. Re -issuance or extension of expired subject is at the sole discretion of the Chief Building Offieial and is notpguaranteed. Y p p p 4. No work of any manner shall be performed that shall results in a chan e of the natural flow of water without prior and specific approval. 5. The permit holder shall notify thBuilding and Inspection Services Division in accordance with established olic of all re uiredp p fY g p. p Y q inspections and shall not proceed or conceal work without written approval of such work from the Building and Ins ection Services Division. p pp g p 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, aField violation of any provision of any �5licab e code or an ordinance or regulation of this jurisdiction. Approval of work is subject to ins ection. pp Y � J pp Jp 04/26/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Or Wh6at�idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. 7859 7861 7865 7869 W 42nd Ave Project Address: General Contractor: THB Westridge LLC FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name:._Si�eWi5B Contact Phone #:_303-430-141`i Wheat Ridge Contractor License #:_ 0 State License #:-E(.. 060710 Master License #: AAL QQaiiv �_l��►n -� 1. a -(l PrintecTName of Authorized Agent Signatur� of Authorized Agent (required field) 5r- 7 -azo Date