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Home My WebLink AboutFile Documents.121 Juan St.0040.2019 (6).ARBK project data \ project team index to draLuines--- 4 BUILDING DEPARTMENT: OWNER ARCI-1ITECT STRUCTURAL ENGINEER MECI-1, ELEC, ff PLUMBING CIVIL ENGINEER INTERIOR DESIGN JUAN STREET O'BRYAN CITY OF ASPEN AND PITKIN COUNTY BALD MOUNTAIN DEVELOPMENT,LLC O'BRYAN PARTNERSHIP,INC. G3 CONSULTING,LLC DENNIS MILLER CONSULTING ENGINEERS R4R ENGINEERS 4 SURVEYORS INC. PORTICO DESIGN GROUP ARCHITECTURAL: PARTNERSHIP,INC. BUILDING DEPARTMENT 132 W.MAIN ST,SUITE C P.O.BOX 2113 P.O.BOX 2993 5131 W.6TH AVE. 110 U.J.COLFAX AVE. 1141-11811 HORSESHOE WAY AL0 COVER SHEET ARCHITECTS-A.I.A. E.HOPKINS AVE. ASPEN,COLORADO 81611 620 MAIN ST.UNIT"8 BRECKENRIDGE,COLORADO 80424 LAKEWOOD,COLORADO 80214-2403 DENVER,COLORADO 80204 RICHMOND,BRITISH COLOMBIA, GARDEN LEVEL FRISCO,COLORADO 230443 CANADA,VTA5H5 AI.I FAR CALCULATIONS ASPEN,CO 515) TEL(910)925-2114 TEL(910)485-2013 TEL(303)421-3208 TEL(303)153-6130 A1.2 DEW POINT CALCULATIONS PH:(910)920-5090 FAX(910)925-1036 TEL(910)668-1133 FAX(303)421-3209 FAX(303)153-6568 TEL(604)215-5410 EX.13 41.3 AREA PLAN ARCHITECTURE, FX:(910)920-5440 FAX(910)668-2316 CONTACT:MARK GEE FAX(604)215-5435 A2.0 SITE PLAN A PLANNING,INTERIORS CONTACT:TODD EMERSON mgeeeconsultg3.com CONTACT:RANDY WARTNER CONTACT:DOUGLAS DUNKIN 420.1 SITE PLAN B FIRE DISTRICT: temersonmbaIdmountaInlIc.com CONTACT:KEN ROBERTSON randymdmce.com ddunkingrrengineers.com CONTACT:LYNN CLARKE A3.0 LEVEL IPLAN kenr•oparch.com Iclarke•porticodesfgn.com 43.1 LEVEL 2 PLAN P.O.Box 2773 ASPEN FIRE PROTECTION DISTRICT 440 ROOF PLAN 620 Main Street, Suite 8 420 E.HOPKINS AVE. 44.1 ROOF DETAILS Frisco, CO 80443 ASPEN,C081611 GENERAL CONTRACTOR LANDSCAPE ARCHITECT A42 ROOF DETAILS Fax:970668.2316 .1133 PH:(910)925-5532 A43 ROOF DETAILS FX:(910)920-4451 RA.NELSON DHM LANDSCAPING 45.0 ELEVATIONS El Ei A5.1 ELEVATIONS I BUILDING CODE: 51 Eagle Road 2 311 MAIN STREET"IO2- 46.0 BUILDING SECTIONS ai...P.O.Drawer 5400 CARBONDALE,CO 81623 A6.1 BUILDING SECTIONS2005 INTERNATIONAL RESIDENTIAL CODE Avon,GO 81620A6.2 FLOOR AND WALL TYPESTEL(910)963-6520A1.0 WALL SECTIONS • ENERGY CODE:2009 TEL:(910)949-5152 FAX(910)963-6522 FAX:(910)949-4319 41.1 EXTERIOR DETAILS ID ANSI CODE:2003 .."•• J CONTACT:JASON JAYNES A80. INTERIOR STAIR PLANS,SECTIONS,4 DETAILS El CITY OF ASPEN TITLE 8 ADOPTION: CONTACT:BRUCE GENTRY ASSOCIATE PRINCIPAL,RLA- 48.1 EXTERIOR STAIR PLANS,SECTIONS,4 DETAILS • VICE PRESIDENT-RFV SENIOR PROJECT DHM DESIGN 49.0 WINDOW SCHEDULE www.oparch.com 2009 IRC CHAPTERS -10, \MANAGER 2009 IECC,2009 IPC,2009 IMG, \ A9.1 WINDOW DETAILS 2009 IFGG,and 2014 NEC. 49.2 WINDOW DETAILS 2 A10.0 DOOR SCHEDULE DESCRIPTION: 410.1 DOOR THRESHOLD DETAILS 4110 WALL TYPES GROUND UP NEW B MUD PROJECT AND M PROJECT ADDRESS PERMIT NUMBER Al2.0 KITCHEN INTERIOR ELEVATIONS SOUTH ASPEN STREET, 412.1 BATHROOM INTERIOR ELEVATIONS W ASPEN CO. 81611 AI3.0 LEVEL 4 2 RCP v / Z ENERGY CODE COMPLIANCE: f0� METHOD"I-PRESCRIPTIVE ALTERNATIVE PARCEL ID "'s: CHANGE ORDER* CLIMATE ZONE:1 2135-I31-39-001 Ill ®- STRUCTURAL: < H C 1 , 1 C 2735-I31-39-002 W FENESTRATION U-FACTOR:035 2135-131-39-003 ,_ rr 51.0 GENERAL NOTES 1 , 1 m SKYLIGHT U :\1-FACTOR:0.60 \y Mill S2.0 DETAILS W =\•i ►- . L ► r L t t c 1 D S3.0 FOUNDATION PLAN Ce CEILING R-VALUE R-49 \ \ \ 53.1 FRAMING PLAN WOOD FRAME WALL R-VALUE:R-2I = . \y= "�•\ .' �j\- ram 53.2 ROOF FRAMING PLAN g6 � # r,�r �r" aa '"°� _- \�'� if \ \ 54.0 DETAILS Z , MASS WALL R-VALUE:R-21 N. ix0 ArAireA V I FLOOR R VALUE:R 38 \ -- \ ci \ \ \ \ MECHANICAL: LLI BASEMENT WALL R-VALUE:R-I5 GONTINUOUS___„„) / -�=\ •�' �": JUAN T STREET � A L Z IJU�-11 V MI] MECHANICAL NOTES .v-/,� Z MLI MECHANICAL DETAILS AND SCHEDULES / abbreviations B9A STEEL BOTTOMFAB FABRICATE owpws LG. - =e°r�.eE,e �• E OM CODE M2.0 MECHANICAL PLANS D t // AFF.�nGop �E .COPE S. ELECTRICAL: W 9 PLASTIC sGoo .... D DEPW DEEP FON FACE OF PIG .- GRAVEL LIPST LINESTO. OpG GEEING ms.ua BUILT up leocr_SOW BOTTOM OF WALL DEG LEE. P.G. PACE GM GMRETE NE ...... L L..4 &I SOLLA. EL. GE.0.1.1.NOTED wlr REVIEW BOARD EMOLITION POP FACE OP MP. oP,ee. .e REGORGED Er LIG LIGHTER..u,.�re DC. ON CGTER<SIS* SG STACIED SPIVS CONDUCTOR !FEED LPN MEAL ER E1.0 ONE-LINE Z ING PRE. DES.N we. G.L. LP LINEAL RR RAILROAD TIE AMBER, v. vArzE, r.cenxLELATE LINTEL E2.GJ LEVEL ELECTRICAL RPM REDWOOD Gyp "ypEG `� LOWER EER ST Sic. V.T1A- VENT ZEROED,RCOP STD 11pL1 ,raw E2.1 LEVEL 2 ELECTRICAL AGO AG.EGATE REIS.,FLOOR NOW WARP.. RR MARFACTIRE reR, NAP. VER.INFIELD AD0 ADESTAELE CANT CANTILEVER PM E.G.- AA eLmEu/sou ISED HARDBOARD PIN MANOLE OA o°�.Elau+c,OVER.. JOINTO *,au.nVERTICA DBE DOUBLE FBISK FEE BRICK ND NEAD MX MARBLE TILE RCP. RE.ORCED an�a PPE A/ VEST VESSEL. AM ALADD E3.0 DETAILSMI REMOVE A ALGA. C. CATCH GEN DA DOABLE NM. FE. FIRE EXTINGUIRER .1. APERICG...REM . CAULK NNW DTA. DOVETAIL GONG FRC. PRE NOSE VP. ANA FABRIC `CABINET ARCNI1ECTS CEM CEMENT PRE MANTM R PLC MEDICINE e Er aR m TEL EGE VA. VVINYL.LL.,awrr�, E VINYL T. PLUMBING: EI .STANDARDS E R P. TZ TERRAZZO W. LLIANScot COG1 GA.. O. DRAWING I,G PLARING MR. METAL P1.0 PLUMBING SPECIFICATIONS ana. wlrw°iEOEIuECIR CIRCLE DP. DREG.p``� °L' DUMB WAITER NI. FLEXIBLE LLB, HOSE BIB wWw. NOT ware•uearr_a °•<,<„. B.PM PAVEMET PI.I PLUMBING DETAILSE. E.Lsse Los ONE Ag. Ass..G 120, ROLKA OPENING TP. TOILET PAPER... NM WALL TONAL A. CL. OLEG OLT RD. FLOOR DRAIN TP111 TOIGT PARTITION !so Gums G., NOa ' ' cTRE LR R. ROGN SAN WIC WE OP CGCRETE P20 FIRST LEVEL PLUMBING PLAN Rr. RAWER TILE p BALD MOUNTAIN • ,,,=E ° P2.1 SECOND LEVEL PLUMBING PLAN i„1 n s v 6 I-o P NI N N r AP APARGIMATE COMB COMBINATION Re E.pAcE woN' PATE P22 ROOF LEVEL PLUMBING PLAN oW < ROE n,.< , �E, ER. ELECTRIC WATER COOLER En w PR ERNE GTE./ N ER�nMIDmoNTED PKT POCKET STG SEAM. LW WI, Revisions: TCM BEAM er nER> MIL HMLION PT POINT SECT EECTION TOR TOP OF RIDGE 1. WI,CLIT cLooEr NEC Ecrlm PRICING SET 01082015 B. BEAR. ce,. rur., RIT RIPE. .T NATURAL,n ,aN.EiLLER 1'a i..GMEETE SPIA°N WI. Wrsa,sur IRON PERMIT SET 08111015 CONTINUE EST ESTIMATE Kp MCA... NR. NOISE REDUCTION H; CONTRACT/PRICING 02.152016 JOINTBIT BlialMCIA CA CONTROL RR EXCAvATE A.G. K° PEP,. wee. at LRoaR COVER. i TyrT.Ap PERMIT REVISIONS 0621.2016 2016 BD BOARD CTR COUNTER EEL EARGSION * C CNANEL FAR REVISIONS 08.112016 EI EXPGEION s JOINT GSKT G.ET(EDI LAB LABORATORY GP .PAINT pFN R.FINNED N. ELIP JOINT . NDEROLIT LATION AND EL ACT owL. LAGFELT MT LBL LA.L NM is nV0V03 coGENE oem D PROP PROPERTY EC, EOLID CORE . -ate_�� DIAMETER PERMIT REVISIONS 11.162016 .oc. eorrma�G+rE ar. wale TARO Eiweu erETEn eL GLASS,GE.. LAM LsnmarE rw rue Noe Nuwrlmcr PL. PROPERLY ENE x xw°eRoeE UM wuiwsuE° X• xumER PERMIT REVISIONS 12.122016 site plan symbols architectural symbols material symbols np d D EXISTNG FEATURE / BPL ( __ IWG I e 1r=1un laal •� PLAN.sE�TION OIklk37ji�1'd9 J - CO� EXISTING SPOT EEL VATI�N PRo SE�TIaN �E"m wITRFIN Ra ,�TTi AR I///�IFPa o VICINITY MAP: ZONING �ONTo�R R �TWE ----, PROPERTY LINE --- ❑ PINCIRANT . un germ wcw crone eE ii o'' WOO., - - o°r ET<u°um E.ef,EE pa Nr alrxe Ill�i R tt CENTER LINE -FI:Mi- VALVE -01- BUILD NG SECTION LT UTILITY PLOOR PO R Ou6 PILL l o / RGwrTw<Ye � �T L TY POLE t ELE AT Ow> uaamCRE • ❑ TRANOPORGER • R a" " p° - . e PENCE ¢ GAT + ` aPOo L � N o�S Si GRAIN .�R ; �p• • m %�IT8WER MOUMENT LUALL SECTION Roo oM< ' I No.PLAaTER ._ A. • DAP e GAS KNEE IN. oArc�oAON • -{�.R.aaT m_,=,- R.W. ....,R,. .-.••�e��e STE VENEER r � GATT INSULATION ,�•-" `� F\ ��<<' •,a. T 1 ':Jc t"=....::"rd.NOULAnom ' r TELEPRONE LINE _ 0 CLEAN OUT • GT.IL.... cR.Te o • Q. �" _ M CE IL ING I. ,vr CABLE TELEVISION arc VH OUTFALL,HEAowALL ,4', .IEE,KEeER /Y11 'F; PRECAST CONCRETE .CSC STrvo • I Date: 01.00.2015 LIRA O WORK MOR NG LOCATION . • p�E r///,CONCRETE E+LOCK r,ETAL OTU. - rMATCH L NE x EX SING TREE o.TAIL BLOW.,P ) YPE MARWALK.�a,„�.L,. °' .p•rm ®S EEL<LG SCALE, ST NG ro REMAN ,� .�'• '' - _= •�'�74,11 1 Project No: 2541�0 RAN"E TREE To me REGOVEo • i 111® RIANGrvLATCN POINT DETAIL C T ® CC�o�" O�R I; 1 GYPCVM BCARo<L'a SCALE, __- MOTE EXISTING l `� I Drawn by: EDT WIN ARK GROP,Io_AL. 1- ism A ELEVATION �., �� t ELEVATIONS • NO CATI� r�ma � s Gi Ic..aar• rth I Checked by: KAO ELE AT oN TOP a a !ITEM , II w000e o NG m,� IIIIIIIIII ®�'' NORT ARROW aD oR© �� MARK `m evancriv D E R !ITEM TON. I \ IGLAae a III 10/ A1 .0 \ \B.Low oR ABo. T m pRGWINCs TITLE \I' 1s UCCI I��I��I�r,11�SNAKE /I AREA OF WORK 12 11 2016R PRJ SOUTH ASPEN STREET- PHASE II\JUAN STREET\JUAN STREET SHEETS CONSTRUCTION DOCUMENTS\A1.0 COVER SHEET.DWG :.a:r ' . J \ \ \ \ skit, COVER SHEET :� EIVED 02 25/2019 ASPEN BUILDING DEPARTMENT CD o Q O'BRYAN PARTNERSHIP,INC. I / II qO / / ARCHITECTS-A.I.A. r/1 ARCHITECTURE, re/ �_ PLANNING,INTERIORS ii/7417A/ P.O.Box 2773 1 620 Main Street Suite 8 Frisco, CO 80443 1 „,p 1396 SO.FT. Lw Tel: 970.668.1133 //>$/fr / Fax:9`0.668.2316 �j ® r 2 /:: ',Awing AeGi� 0 �. . 68 SO.FT. sy r �� I LEGEND • 68 SOFT. �i�/ / 3T0 SQ FT i /y //�MI LA www.oparch.com /�%//// II_■I /� 9 Y/A f P'/,� DECK AREA /i 130 SOFTLP"; .G��/ 4 ' f - �� UNIT FLOOR AREA ^.0 ^R0 el PO PO VA CRAWL SPACE ��/'� el to �- ► A FRONT PORCH V 4 0 t.• ►4 H 'll ®LEVEL 2 FLOOR AREA I}� ®LEVEL I FLOOR AREA (1110 W • `. lib„ • I.-m„ ►• lis„ • I.-0„ I/•� W R-< Z cil t8 uu 0 5'_93' l'_O)" 27_6}' 4'0„ Ira- 7 Z W • ®�i 1 5I ®��iI W 0 0 ® ® ® Floor Area Calculations-Juan Street-AHU 38,-2 0 South Aspen Street-Phase 2 12'-10" 29'-4t" 8'-9}" 1 -II}" 4'-0� 22'-2}" 4 _0 yy_p Wail �� n Proposed Suhgrade Level'expose-wau Calculations `4•-•``��- ►�®_AVA-�®-�� V '��:�:�., I ��, I �I/ Level 1 Wall Label 1 Total Wall SrOea(Sq.Ft.) Exposed Wall Area(Sq.Ft.) • 4. � ��: � � �� 0 ��±�� 4 ,,„ ONE 85.5 � �1�4 I . E _, /��♦ 4,��♦ I 2 51.8 51.8 '� �♦4�♦� ��, ®`r♦' ��♦ ®♦ ♦��♦�®�♦I® 3 66.5 66.5 ®�®♦.. ,.., .•♦♦. •.•®,.•♦♦.�®♦.•®,.•♦♦.� .,:0 BALD 4 251.2 251.2 '° Ear c.41.....` ` 5 35.8 35.8 © 0 ® 00 la Revisions: 6 114.7 28.2 PRIDING SET 01.082015 7 360.5 110.9 SUBGRADE CALCULATION LEGEND PERMIT SET 08212015 8 18.5 18.5 CONTRACT/PRICING 02.152016 9 37.8 37.8 ®WALL AREA CAL CS_- D�/\0EXPOSED WALL PERMIT REVISIONS 06212016 10 209.6 209.6 1' FAR REVISIONS 06.2016 1 11 37.8 37.8 ,6" • -0" WALL BELOW GRADE PERMIT REVISIONS 11.112016 12 207.8 207.8 PERMIT REVISIONS 12.122016 Overall Total Wall Areas(Sq.Ft.) 1642.0 Exposed Wall Area(Sq.Ft.) 1305.9 %of Exposed Wall(Exposed/Total) 79.53% Proposed Level 1 Floor Area Calculations Approved PUD Requirements Level 1 Floor Area(Sq.Ft.) 934.0 Free Market 52,119 Garage Gross Floor Area(Sq.Ft.) 542.0 Allowable Deck 7,817.9 F CO Countable Garage Floor Area(Sq.Ft.) 292.0 (542-250)=292 Affordable Housing 17,605.0 ,,, O �091► Allowable Deck 2,640.8 I f�" 'Level i Countable Floor Area(Sq.Ft.) 742.8 (934 x 79.53%) Lot 1 Garage 1,938 ',t!'•!�!� * +[ u rge Countable Floor Area(Sq.Ft.) 232.2 I (292 x 7953%) I �,��1,, I oota1 Lower Levei Countable Floor Area(5q.et.) 1 975.1 I Fv FNSfD ARC, Total Proposed Floor Area Calculations Affodable Housing FAR Summary Level 1 Floor Areas(Sq.Ft.) 975.1 I ��.�8.2015 Level 2 Floor Area(Sq.Ft.) 1336.0 Building'B'Finger Building Date: Deck/Porch Floor Area(Sq.Ft.) 636.0 Countable Floor Area 4489.7 Building'3'Decks and Overhangs 1722.8 Total Proposed Floor Area(Sq.Ft.) 2311.1 [Project No: 2541.00 Building'C'Dean Street Building Countable Floor Area 9082.8 Building'C'Decks and Overhangs 1453.3 I Drawn by: JMC Deck and Overhang Calculations , Level 1 North Porch(counted as a deck)(Sq.Ft.) 68.0 Juan Steen AMU Building Level 1 Slab at Stairs(Sq.Ft) 130.0 (� F�F� �17 ,�- Countable Floor Area 2311.1 Juan Street Decks and Overhangs 636.0 I Checked by: KAO Level 2 North Deck(Sq.Ft.) 68.0 I i I 1 LE W O U I _ Level 2 South Deck(Sq.Ft) 370.0 )w^1 Total Decks and Overhangs 3,812.1 Total Decks/Porches/Overhangs 636.0 ckl&/ 9-., 15%Exempt Decks and Overhangs 2640.8 (17,605.0 X 15%)=2640.8 Total Countable Floor Area 15,883.6 Countable Decks and Overhangs 1,171.33 1 1 ZONING IAH Total FA(Deck overage+FA) 17,054.9 (15,883.6+1,171.3) Al • ■ 12 11 2016R:\PRJ\SOUTH ASPEN STREET- PHASE II\JUAN STREET\JUAN STREET\SHEETS\CONSTRUCTION DOCUMENTS\A1.1 FAR CALCULATIONS.DWG ©COPYRIGH FARCALCUI.A11O _i: EIVED 02 25/2019 ASPEN BUILDING DEPARTMENT 4 O'BRYAN PARTNERSHIP,INC. NON-VENTED ROOF ASSEMBLY DEW POINT CALCULATIONS ARCHITECTS-A.I.A. ARCHITECTURE, COMPONENT THICKNESS R-VALUE TYPICAL SLOPED ROOF ASSEMBLY PLANNING,INTERIORS P.O.Box 2773 OUTSIDE AIR FILM N/A 0.I7 SARNAFIL MEMBRANE 620 Main Street, Suite 8 �1 I/2"OSB SHEATHING bO MIL SARNAFIL 60 MIL N/A T arr. a q.B F J 4 1/2"R-3O CC FOAM Frisco, 6 80433 PVC MEMBRANE . / Tel 970.668.1133 -- 'I!= SPRAY INSULATION1 OSB 1/2" 0.63 Fax:970.668.2316 11 I APPROX.LOCATION OF 1.1T I-1 414, DEW POINT AT 41 DEGREES 0 CC SPRAY FOAM 4 1/2" 30 ' FARENHEIT BEGIN INTERIOR CONDENSING SURFACE 9., rj �� '.=48.98 AT SURFACE OF FOAM •f• '►►►►',I►►► . , . GATT INSULATION 5 I/2" 21 I 5/8"GYP.BOARD 5/8" 0.56 0 .1. ��D J R-21 BATT INSULATION. INSIDE AIR FILM WA 0.61 5/8"TYPE"X"GYP.BOARD www.oparch.com R TOTAL= 52=1 1 T INGIDE. _ -IO F R EXTERIOR= 30.5 EQUATION: T(INTERFACE)=R(EXTERIOR)/R(TOTAL)X[T(INSIDE)-T(OUTSIDE)]+T(OUTSIDE) W .v T.. = T T = 30.8/52.97 X[70-19.8]+19.8 R., = 30.8 y R TOTAL= 52.97 T = [0.60]x[50.2]+19.5 C T..ur. = 19.5 F T = 48A8 F T .. Ci T.•�..= 70F y W 5 RESULT: li ce THE TEMPERATURE AT THE FIRST CONDENSING SURFACE(CC FOAM SPRAY)IS 45.98 L•f_ a DEG F.THEREFORE,THE RESULTING DEW POINT TEMPERATURE OF 41 DEG F.WOULD J OCCUR WITHIN THE FOAM INSULATION,VERIFYING COMPLIANCE. L W �" O 18 NON-VENTED ROOF ASSEMBLY DEW POINT CALCULATIONS Q D t TYPICAL FLAT ROOF ASSEMBLY U.1 9 COMPONENT THICKNESS R-VALUE Z OUTSIDE AIR FILM N/A 0.11 SARNAFIL PVC ROOFING 60 MIL SARNAFIL MEMBRANE O PVC MEMBRANE 60 MIL N/A FELT BACK -INSTALL NAILING OR COVER BOARD 1/2"DENS DECK 1/2" 56 IIII TAPERED RIGID INSULATION W/ COVER RD NAIL BOARD SLOPING AT ES TAPERED�AR=5.55/INCH) 2 1/4"(MIN.) 8.6 111 ' - ® '� ROOSARNAF BOARDHIVEINSULATION I� �J 1/2"OSB 1/2 0.55 I �1 ®��®® `®��®, APPROX.LOCATION OF DEW ONE i POINT AT 41 DEGREES FARENNEIT CC SPRAY FOAM 3 1/2" 22.75 III II1iII BALD MOUNTAIN (R6.5/INCH) --- I T=48.4 AT SURFACE OF FOAM C)D E V E L O P M E N T BEGIN INTERIOR CONDENSING SURFACE �i�®®�i�®®®�i��i�®��i� i I I'1'1'111111111111111 BATT INSULATION 5 I/2" 21 ► Revisions: 5 I/2.SPRAY FOAM INSULATION PRICING SET 07.081015 5/8"GYP.BOARD 5/8" 0.56 - (R-22.75 MIN) PERMIT SET 05212015 5-I/2"BATT INSULATION(R21) CONTRACT/PRICING 02.152016 INSIDE AIR FILM WA 0.61 I ELI RE:STRUCTURE PERMIT REVISIONS 06212016 5/S.lip'C'GYPSUM BOARD PERMIT REVISIONS 11.112016 R TOTAL= 54.8 CEILING FINISH,RE:REFLECTED CEILING PLAN FOR CEILING PERMIT REVISIONS 12.122016 R EXTERIOR= 32.63 HEIGHT. EQUATION: T(INTERFACE)=R(EXTERIOR)/R(TOTAL)X[T(INSIDE)-T(OUTSIDE)]+T(OUTSIDE) T., = T T = 32.63/54.5 X[70-19.5]+19.5 Re.T. = 32.65 R TOT.L.= 54.8 T = [0.591 X[50.2]+1,1.5 Tar. = 19.5F T:��.= 70 F T = 49.4 F �� 0000• �P RESULT: r .1 � THE TEMPERATURE AT THE FIRST CONDENSING SURFACE(CC FOAM SPRAY)IS 49.4 ), I'',e,(U � DEG F.THEREFORE,THE RESULTING DEW POINT TEMPERATURE OF 41 DEG F.WOULD AMY OCCUR WITHIN THE FOAM INSULATION,VERIFYING COMPLIANCE. 46,BD Apy, II Date: 01.00.2015 IIII Project No: 2541.00 IDrawn by: EDT IChecked by: KAO ROA. 4Al2V4/ZL j POR 12 11 2016R:\PRJ\SOUTH ASPEN STREET- PHASE II\JUAN STREET\JUAN STREET\SHEETS\CONSTRUCTION DOCUMENTS\A1.2 DEW POINT CALCULATION.DWC U ',t`+ AL POINT � - CAL DEC _1 EIVEC`ij' 02 25/2019 ASPEN BUILDING DEPARTMENT Y:' JUAN STREET O'BRYAN GROSS FLOOR AREA TOTALS PARTNERSHIP,INC. (AS DEFINED BY 2009 IRC SECTION 1002."THE FLOOR AREA ARCHITECTS-A.I.A. WITHIN THE INSIDE PERIMETER OF THE EXTERIOR WALLS') EVEL ARCHITECTURE, LPLANNING,INTERIORS rf FLOOR AREA 656 SO.FT. P.O.Box 2773 FRONT PORCH 64 SO.FT. 620 Main Street, Suite 8 Frisco, CO 80443 GARAGE 506 SaFT. Tel: 970.668.1133 r: DECK 110 SO.FT. Fax: 970.668.2316 LEVEL 2 0 L 3 FLOOR AREA 1,346 SOFT. �ti DECKS,COVERED PATIO 34'I SOFT. STAIRS 110 SOFT. 2 f, •O+, www.oparch.com TOTAL AREA 3,339 SOFT. mom ®GROSS FLOOR AREA TOTAL W lia., • I'-m„ Ci) 0 N / = W ° W 0— CC SS sK///////1 r 4 4,V—V77/7/////////7 I I' I Z I' P . 7 • '�� Aj% `�•�00OOI• 1 ®o®°j /i iiii 1iiie : Iy;� COVERED ,•••�O AREA.* � AiiJ%�K y ,- PATIO dp°oil. >5 SOFT .��.'.�.: � / I ®�d AREA= eo%i'�g :p • °��0®�®°®e �' ( ® 262 SOFT ;°•••• .::•.;O°� •-•::•1:..9®fie e!' 1 1, :°O;°O,-.2Z�:v:.••.; 1 ONE BALD MOUNTAIN i',iS DEVELOPME N't ®LEVEL 2 AREA PLAN Revisions: I/9•• • I•-0•• PRICING SET 0T082015 PERMIT SET 05112015 CONTRACT/PRICING 02.152016 PERMIT REVISIONS 06212016 PERMIT REVISIONS 11212016 PERMIT REVISIONS 12.121016 /% j A/r : OF COCO \ AREA= Q,� 9A 656 SOFT. REA= h // 506 SaFT. TF j,'�'�4 ' j ® _ NS'D ABC' .r A ti®®®®�® r,` /_To%/ 1 Date:�AAAjai 01.08.20I5 _ in AREA= / AAAAAAAA I Project No: 254100 .,Q,O O.,A„� • �® p• I1A AREA' °�� O°°• •: �:i DfaWfl by: EDT • I Checkedby: KAOLEVEL I AREA PLANr L- 04/Z?/2 4 Al •3 v�Il .��, 12 11 2016R:\PRJ\SOUTH ASPEN STREET- PHASE II\JUAN STREET\JUAN STREET\SHEETS\CONSTRUCTION DOCUMENTS\A1.3 AREA PLAN.DWG r -`�"i AREA%'" _,%4 EIVED 02 25/2019 ASPEN BUILDING DEPARTMENT MI cf4 O'BRYAN PARTNERSHIP,INC. ARCHITECTS-A.I,A. SETBACK DIMENSION AT FACE OF STUD SOUTH ASPEN STREET L(INSIDE ele FAG: SETBACK DIMENSION +/-I.-b'NALL(OUTSIE FACE) Q BET= _ Q BEL. ARCHITECTURE, AT FACE OF VENEER 8'-8"FROM P.L.TO FACE OF WALL PLANNING,INTERIORS W W +/-15,0"WALL(INSIDE FACE) +/-I'-6"WALL(OUTSIDE FACE) ITE WALL RE:STRUGT. 8,8"FROM P.L.TO FACE OF WALL P.O.Box 2773 EMIIIMIIIIIIIIIIMIIMIIMIIMIftlft. GUARD RAIL MIN.42'. 620 Main Street, Suite 8 in PROPERTY LINE ROM GRADE Frisco, CO 80443 ,sb'-T„ ' ■ � 0�'�r' , 0 Tel: 970.668.1133 -T.^. ANDRAIL LOCATED Bb I Fax: 970.668.2316 ABOVE FINISH GRADE i rillw—_In � RE:ELEVATIONS ^ \� ammo � -- �� 60 5 If2" \\\\\ _ ` p., wgq II IV 0 • ��_ _�irs L�t HANDRAILIIMM• \\ '•••L. 5:_0:i s=�� 11�� . PATHWAYI hiko \ - FF EL ,• �.Nw Tw. M>s UNDERGROUND 0......0.1 El a $54 B" �1, Il77,T r a \ PARKING RAMP SETBACK DIMENSION �� OP AT FACE OF VENEER 5_b /�Li.4 EVEL � �� LL \\ WWW.OParcll.COm 11 SETBACK DIMENSIONiir �� 17' b'-I" ". AT FACE OF STUD 7�� FACE OF VENEER r — , KK. . _ - GUARD RAIL MIN. _ N PEDESTRIAN FROM GRADE :T:w-': •Tin' �� RAMP HANDRAIL LOCATED�� L�r�r _ _� 36"ABOVE FINISH �_�_�_�__ _ GRADE 2/A14.2 �� ,$F F::::: T - II I �� LEVEL Il'-II" TERMINATE GUARD LU 762'-6" T.O.P. II FACE OF SND �— RAIL tn HANDRAIL LOCATED 36" 65'-O" HANDRAIL O I Ll 6F.F EL W 05T'-8 G1 PARKINGW) GARAGE N �/ LEVEL -"11-9' m i, T.W9 ;TW9:: (BELOW) Limil 5 A U UNIT #C TRIPLE 6LTO.P. RRBOVE F42SH GRADE T.W. �6T'-0'T.OP { • i =L _F�I_ I I CI LU CI PATHWAY z o��❑ ❑ BOULDER WALL �.�� 8 UNIT #T HANDRAIL LOCATED 36" __- I `�••/ J ABOVE FINISH GRADE a bT O" RE:2/AI4.2 , HANDRAIL CONTINUOUS GUARD RAIL •• ■ . ■ W U 11 UNIT #8 T 1' LEVEL "MIN.HEIGHT •' WIX 5:_3� ' ❑� TI'-O"T.O.P. _�• 7 Z ` LLI W J J T.W. : (jr) Vj PRIVATE plpi' � ` SETBACK DIMENSION FACE OF STUD nl'I— • 5'-b" GARAGE nnpl�l„ilnl„"— AT FACE OF VENEER _ SETBACK DIMENSION PRIVATE _ • AT FACE OF STRUCT — GARAGE LEVEL GARAGE I ==== ICI � HANDRAIL 1 L UNIT #q I Il I • \ LU n , I i r.w.':: rTi 741-H TO'S. b MIDDLE 7 Y • GUARRAIL LOCATED Z 4T-6"T.O.G PLANTER TRIPLEX • PRIVATE • MIN 42 ABOVE FINISH =: e UNIT IO I Ib: I:: • —'T O BOULDER WALL GARAGE hLEVELI RE CIVIL TW. # YT4'-6'T.O P. 7 •• B2'-6" __ FA OF VENEER• • TVJ' GARAGE LEVELIli ,' .= ��\ ---O HANDRAILATEDI • \ ---0 LOCATED 36" T. '�: � ABOVE FINISH Tri. (/�\� -- - GRADE PRIVATE I • 11 V/ �3 GARAGE 1 i` ONE E GARAGE LEVEL HANDRAIL LOCATED 36" 1. " h ABOVE FINISH ER E R55'-5" T.O.S. . . RE:2/A14.2 ,, 'PR1VA . - . . I I..) . RBEL . . i I GARAGE L6VE4 # k 1. vRlvewAY Wsiw�ros- UNIT Iil Revisions: PRICING SE? 01082015 ` O 1-1 PERMIT SET 0827.2015 ROOF GARDEN+ I IQ CONTRACT/PRICING 02152016 .± Ii _ --� UNIT #2 FA PERMIT REVISIONS 06212016 FAR REVISIONS 06.112016 - - ✓.. ,. ., ,. ,. I PERMIT REVISIONS 11.11.2016 immPRIVATE . m • ' 4ARNGS f8E5S4)• . ..._., LEVEL PER REVISIONS 12.122m16 •.4 �� <A0 ASI 52 02ID52018 - DRIVEWAY . 69RAGE.LEVEL. L 5T 6 TOSy" WARD 4 HEIGHT-MIN. 5'-0" 12'-Ig" 42"ABOVE FINISH DISTANCE TO IMAGINARY GARAGE LEVEL PROPERTY LINE �4B'-O"T.O.S. � MUD WALL r ��pF CO(Oq JUAN ST. � ' AFFORDABLE 29,11/2" t I - 13'6"WALL-46'10" TO FACE */�,s ,� HOUSING UNIT L—_ 11'-8"WALL-15,7 1/2" FROM PL.TO FACE WALL 5'-6' FROM P.L.•®BARBEE RETAINING WALL I°/ e I� LEVEL 2 Q, NOTCH TO FACE WALL _ I�0 rn D \ p pµG� SETBACKT DIMENSION I'�� 58'-O"G.O.P. • PROPERTY LINE —— ::::::: Wu9✓AT FACE OF SNDL—J IDate: m�.D8.205 I , h4NTRYLEVEL // 015'-O"WALL- 0 @ I Y4T'-b"T.O.P. '-DECK7 = II / /� ° SF-2"FROM PL. - Q a (Project No: 2541.00 UPIIIIIIIIIIIIIIIIIIIIII� I I AAA 52 TO FACE OF WALL 1 1 IIIIIIIIIIIIIIIIIIIII_ I S •.�i -. i'r.�iiii• •I I I Drawn by: EDT MO II., /_/ se = I I u -�oPER (Checked by: K40 �• r n E XW - - - - - - .... I SITE PLAN A 1,(i,_fff /��.0PROPERTY LINE 2/? 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Frisco, CO 80443 �= \\\\ _6:: (ABOVE2Oh.,,. ., Tel: 970.668.1133 HANDRAIL �� \ \ STEP RE:CIVIL STEPS RE:GIVIL lillr. III Fax. 970.668.2316 �, �' 0 '. \ \ HANDRAIL I Zi UNDERGROUND 1.7 0 LL PARKING RAMP .,{,= i PACE OF VENEER r — r \ GUARD RAIL MIN. _ T. .,0 6 1 PEDESTRIAN , FROM GRAVE A32 •A'Ill: �� r' 'r.w RAMP I r — r��—=1 — PATHWAY q «/-5'-b"WALL(INSIDE FAGS) WWW-OParcF1.COm11 +/-"FR WALL(OUTSIDE FACE) HANDRAIL \ 2 6"FROM P.L.IN FAGS OF WALLIl'-II" �� TERMI ATE GUARD It � � RAIL hill ® FADE OF STUD 111 HANDRAIL PARKINS,GARAGE i; � I UNIT #LI' TI-9 . =.II T. TYi. (BELOW) GUARDRAIL LOCATED = Imm�� HANDRAIL LOCATED 42" CATED 36" 65'-O" LE MIN 42 ABOVE FINI � �� ABOVE FINISH GRADE GRADE TW b-I'-O"T.O.P. 1_ TW A_( — =�==� RE:ELEVATIONS W 1 L — �1 —-1 ___ =— �� i I • -- = LEVEL 2 I SETBACK DIMENSION O KJ �� I❑ ❑ PATHWAY TW, p- - ', ge'-b�.O.P. AT FAGS OF VENEER I 14 �----------- BOULDER WALL [aft �� RE:GIVIL V V�h' SETBACK DIMENSION N 1 —_—_—_—_—_—_—_—_—_—_—_ r•.y" pr 11 AT FACE OF STUD _ rr• y-4 , W o HANDRAIL LOCATED 36" �1. W m ABOVE FINISH GRADE l� �I - RE:2/A14.2 , • HANDRAIL CONTINUOUS GUARD RAIL •', - �® N T.W. EVEL "MIN.HEIGHT �' 1 J C. J _ uu y�I t a .T3'-6' IAIII NyN 7 PACE OF STUD �o f� =J • {y __�_ � T.W.�� IHANDRAI I I1-4,,, KL I UNIT #q __ = 1iL \ UPPER9:_0:: i o it; '- C UARDRAIL LOCATED 42" /T.W - TRIPLEXr.W. ABOVE FINISH GRADE // dv JMIDDLEt •-r I EV • =- = RE:ELEVATIONS• bUARZAIL LOCATED N //MIN.42"ABOVE FINISH 'II r--- UNIT #'� //LEVEL ��r • AU_ARDR I LOCATED42 // 1111 UNIT #10 ' I 6'-1j' ;82N_b: ==—_ r: hLEVEL 2 RE:ELEVATIONbRADE / W FACE Cf VENEER p1 a •, g44 -p"T.OP. // 1 Z.T.O.W. HANDRAIL Il I � //'66'-O" LOCATED 36" Tg:O:� I I //ABOVEFINISHIT W. { IOILA GRADE PRIVATE I_ TW- /�/GARAGEABOVE F NHANDRAIL 115H bDE _9__JRE:2/A14-2 T9 // / - - \T.: GE(eELOWb _ GUARDRAIL LOCATED 42" // 4� ABOVE FINISH GRADE // GARAGE LEVE4 } I RE:ELEVATIONS / UNIT #I I I 1 I —� // ONE 1 }} / IALD MOUNTAIN J , / / .2l DEVELOPMENT ROOK bRDEN� • .,3'-O" .84'-6' // w" I t : � UNIT #12 £ / Revisions: GUARDRAIL LOCATED 42" // MUD/DEBRIS S - - - I PRICING SEi 0,.082015 •PRIVATE �� ABOVE FINISH GRADE // RETAINING WALL ___ CONTRACT/PRICING t SET 082,201G I �� LEVEL RE:ELEVATIONS / CONTRACT/PRICING 02.152016 / T.W. a �� _ 480b. .T � // DRIVEWAY TW H3'-6" // PERMIT REVISIONS 06212016 }6,yRAE.,LE�(EL. � ,I 1 `T.W. / w4'gT_6 ,r0� / / PER`IT REVISIONS 11.162016 GUARD I I / PER-IIT REVISIONS 12.122016 HEIGHT-MIN. 5 0 2'-5ii 42'ABOVE i ASI 52 02.032016 8 FINISH DISTANCE TO IMAGINARY _ i _ PROPERTY LME I __ ./ MUD WALL JI «/_4'-4"WALL 29'-I 1/2"FROM P.L. 13'-A"WALL-46'-10" TO FACE OF WALL - FROM P.L.TO FACE WALL RETAINING WALL �- I ��OF�pj0j�� ... J �P PROPERTY LINE —— _ 14;iiii , a SN 2 WALL- 0 0 �D AF1G�� 39'-2"FROM P.L. Q Q _ _ 9 n�2 TO FACE OF WALL M v 4 ll IJ IJLJ O0 U 11 9I� I Date: m�.D8.205 I m I z d4lklb7/ 1h9 D R I Project No: 2541.00 t , - - — �PRO� ZONING I Drawn by: EDT_, J l L - - - (Checked by: KAO OS ITE PLAN B _-- .0. 1 I".10'-0" /.. 2 5 2018 R:\PRJ\SOUTH ASPEN STREET- PHASE II\JUAN STREET\JUAN STREET\SHEETS\CONSTRUCTION DOCUMENTS\A2.0.1 SITE PLAN B.DWG SETBACK Puri EIVED t 5/2019 ASPEN BUILDING DEPARTMENT I\ SH SCH- W-L O'BRYAN TAC1 DESCRIPTION MODEL 4* DIMENSIONS PARTNERSHIP,INC. I ARCHITECTS-A.I.A. pl VINYL PLANK FLOORING AS APPROVED BY OWNER F2 SMARTSTRAND SOUTH HAMPTON SOLID FRIEZE INDOOR CARPET ITEM"319898 ROLL WIDTH 12 FT ARCHITECTURE, COLOR-GRAY/SILVER SMT03-12-L033 PLANNING,INTERIORS I I F3/B2 SHAW-PORCELAIN FIELD TILE STYLE-546 CALCITE C556L 12 IN.X 24 IN. P.O.Box 2773 T O C 620 Main Street, Suite 8 a el PAINTED 4"WOOD FLOOR BASE 3.5 IN.(1-1)X 10 FT.(L) Frisco, CO 80443 4. Tel:970.668.1133 WI NATIONAL GYPSUM GOLD BOND FIRE RE515TANGT DRYWALL PANEL GESSEEE8mm 5/8 IN.!D)X 4 FT.(W)X 6 FT.!L) Fax: 970.668.2316 I ® Ng TEXTURED i PAINTED AS APPROVED I 46'I" WI/2 SHOWER WALL-CERMAMIC TILE-TBD 0 I. 0 Cl NATIONAL GYPSUM GOLD BOND FIRE RESISTANCT DRYWALL PANEL r 22,_0' 22'-2}" I'-II}" TEXTURED 4 PAINTED AS APPROVED •. 10' " 12'-0" I'-5}''El "CTI PLASTIC LAMINATE COUNTERTOP AND 4 BACKSPLASH KITCHEN COUNTERTOPS .• . I _ 7 -• 5}�� - t -.Oa I" 15'-I' 55 22-2a MO CT2 PLASTIC LAMINATE COUNTERTOP AND 4"BACKSPLASH BATHROOM COUNTERTOPS ■ III lII�M111.1 '11, www.oparch.com Im T©►� ®�®I® FLOOR ABOVE 4.0 W „,„,..._ 10 O - 1111 ^- I:7=L =l 1!tra_ii.Erii.,.._,!. -MT NI __ m -.: z_S .,,T.OA n � < Lt 1 'I H.10 PLANTER 1■■" Ce Q U ® :211)1- R > m Lm■LiPI 0 wJ \�■III ® 5 (© wALL srEP I- ao LEVEL Z J BEDROOM _ \I1 4a-0" - - 1 l-- - V) W O ®�®® LA.I k I 1T 7 ll ._`,0, a III �I[♦ �I......r.... .�■aA :11 III O a l Z ® !I,- I� M� 1 // r ) W - - `PLANTER7 V/I � rA GARAGE ABOVE® LL STEP �/1` `_ IIDRN BELOW I H 4.0IL-1 ul ir _ W-- BDRAIN I/4LOPE ",FT.' 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BRAN To r I ,IN I,6 = �.1�I�� DR41N9TT 0 11�111 _ N - ---- .T.H. 11 v . 6_D„ �i �klg/ Q9 F5F0AP��'� �. 5j' II'-8z' 5'- " 40'-44" ZONING l Date: mT.ma.z015 46'-Ill" 1 l Project No: 2541.00 PO `F♦• PROPOSED BOULDER © I1111 /- 1 RETAINING WALL TO TIE I NV Drawn by: EDT INTO EXISTING BOULDER � _ WALL - N - Checked by: KAO ®LEVEL I PLAN 1 j` A 7 25 2018 R:\PRJ\SOUTH ASPEN STREET PHASE II\JUAN STREET\JUAN STREET\SHEETS\CONSTRUCTION DOCUMENTS\LEVEL 1 FLOORPLAN.DWG ©C."-':GI, LEVEL 1 FLOORPLAN EE - ' : 2019 ASPEN BUILDING DEPARTMENT I\ I5I--I SCHEDULE O'BRYAN TACK DESCRIPTION MODEL s' DIMENSIONS PARTNERSHIP,INC. FI VINYL PLANK FLOORING AS APPROVED BY OWNER ARCHITECTS-A.I.A. F2 SMARTSTRAND SOUTH HAMPTON SOLID FRIEZE INDOOR CARPET ITEM•319898 ROLL WIDTH 12 FT COLOR-GRAY/SILVER SMT03-12-L033 ARCHITECTURE, PLANNING,INTERIORS F3/15.2 SHAW-PORCELAIN FIELD TILE STYLE-546 CALCITE C8561- 12 IN.X 24 IN. 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BALD MOUNTAIN I — — — 1 — , .n ae a "BAR STOCK WELDED. \ '.iSDEVELOPMENT i ENTRY LEVEL /\/ 4T-6 T.O.S. I/2"PRE MOLDED EXPANSION JOINT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\� Revisions: 1�� , STEEL METAL"T''CONCRETE POUR // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / \ PRICING SET mvDa2015 JET.O.P.-LEVEL 2 SLOPE g . 12 STOP. \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ -�// PERMIT SET 08.211m15 .-SS,-0" — — --- — 02.152016 SLOPED CONCRETE SLAB(�"PERjAA/�\/�\/�\/�\��\/�\// P ratRir4REVISIIa<5 m6�.zmI6 - 4 FOOT TO DRAIN)ON HYDROFLEX SO / / / / / / / / \ /\/ �— PROTECTION BOARD ON MM6I25 PERMIT REVISIONS 11.16.2016 WATERPROOFING.INSTALL PER PERMIT REv151ON5 12.122016 HYDROTEGH RECOMMENDATIONS. aaIWC1r....�.. xim 2X BLOCKING RIGID INSULATION(R-I4 MIN.) 5/4"STRUCTURAL DECKING 2 EXTERIOR STAIR SECTION I '' emil � �� STEELMIN.CARRIER STEEL L PLATE �I/2 . 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SECTIONS&DETAILS yEIVEC `� 02 25/2019 ASPEN BUILDING DEPARTMENT WINDOW SCHEDULE-JUAN STREET BUILDING 6:-2" c)---/n FORNDOOR Mff DTI }� MARK CONFIGURATION ROUGH OPENING(WxH) HEAD HEIGHT REMARKS O'BRYAN 3'-0" }I II A- A CUSTOM SWING DOOR 361/4"x801/4" 6'-8" THREE POINT HARDWARE,SAFETY GLAZED PARTNERSHIP,INC. }k r--Hr--7 3-0 // }k k 3'-0'' B FIXED 36 3/4"X 60 3/4" 6'-8" ARCHITECTS-A.LA. / �� C/D SLIDING DOOR WITH TRANSOM 753/8 X 116/3/4" 9'-8 3/4" TRANSOM 20.5 INCHES TALL,THREE POINT HARDWARE,SAFETY GLAZED / a aARCHITECTURE, :o \\ 3'-0" p E FIXED 363/4"X303/4" VERIFY IN FIELD ABOVEGWINDOW PLANNING,INTERIORS \\\ -\ F FIXED 36 3/4"X 56 3/4" 6'-8" SAFETY GLAZED P.O.Box 2773 620 Main Street, Suite 8 \ L L J } , G FIXED/AWNING 36 3/4"X 1023/4" 1 9'-61/2" Frisco,CO 80443 —— ——— Tel: 970.668.1133 k Jr A F AWNING F/AWNING 843 4"X 102 3 4" '9'-61/2" FALL PREVENTION DEVICE REQUIRED Fax: 970.668.2316 ®A TYPE DOOR ®B TYPE WINDOW C TYPE DOOR D DOOR TRANSOM E TYPE WINDOW F TYPE WINDOW A51-18 .-.. 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TYPE WINDOW 12 M TYPE WINDOW Li-FACTOR----scxE:va^=r-m^ ---- scale:1/a'=r-m^ ---• xaLE:1/a'=r-m° A9m SCALE:1/4"=r-m^ --- SCALE:1/a^,r-m' ASm scALE:1/4"=r-m^ 2. ALL WINDOWS TO MEET A MINIMUM -FACTOR OF 0,35 AS OUTLINED IN TABLE 402,1.1 FROM ALL SIZES OF R.O.TO BE vERIFIED IN THE 2009 IECC FOR CLIMATE ZONE T. FIELD,RE:WINDOW MANUFACTURER FOR FURTHER INFORMATION Z `Q /\ 3. WINDOW ROUGE)OPENINGS ARE APPROXIMATE AND SUBJECT TO CHANGE BASED ` �y/� A51-1Q8, ON MANUFACTURER SELECTED AND WINDOW TYPE. 1 1 1 8 y 3'-0" y 4. ALL WINDOWS TO BE MULLED AND PROVIDE OPERABLE WINDOWS �^+� �J -I AS DEPICTED ON THE ELEVATIONS.MULLS ARE TO BE AAMA 40 CERTIFIED TO A PG35 li Z Z Z /� 1'-0�' , -0"y 5. WINDOW HARDWARE TO BE CHESTNUT BRONZE,DOOR HARDWARE TO BE OIL RUB BRONZE, v, < y } d ----7 - 6. EXTERIOR COLOR TO BE DECIDED FROM MFGS.STANDARD COLORS. FL _I e PAINT TO BE AAMA 2605 10%KYNAR. II L —- RE:DOOR L _,,L—RE: T. INTERIOR WOOD TO BE VG FIR. W 1 , O a L——H AIO.o 0" 3'-0 �j p L——7 }� 8. ALL GLASS TO BE TEMPERED WITHIN 24"OF DOORS AND 18"OFF FLOORS, Z r—— - A AND WHERE REQUIRED BY CODE. L r - ❑ -, O / \ 9. ALL WINDOWS TO BE MOUNTED SO THAT HEADS ALIGN WITH } J——J A- �} \ / \ EXTERIOR DOOR HEADS,UNLESS OTHERWISE NOTED. .. - 10.REFER TO ELEVATIONS FOR LOCATION,CONFIGURATIONS, MUNTIN PATTERNS 4 DIRECTION OF OPERATION. ®N TYPE WINDOW 14 P TYPE WINDOW ®O TYPE WINDOW e R TYPE WINDOW ®5 TYPE WINDOW 1 Asm SCALE:1/41=1,421 SCALE:1/a^=r-m° SCALE:va^=r-m^ SCALE:va^=r-m^ II. PROVIDE SCREENS AT ALL OPERATING WINDOWS. 12. GLAZING TO BE CARDINAL LoE 366.U VALUE TO BE.35 OR BETTER. ALL WINDOWS TO MEET 2012 IECC. ONE 13.ALL HEAD HEIGHTS ARE TAKEN FROM PLYWOOD LEVEL TO ALLOW FOR I-I/2"OF GYPCRETE TOPPING ON FLOORS BALD MOUNTAIN .iS D E V E L O P M E N T I 14.SAFETY GLAZING SHALL BE PROVIDED 8 ALL LOCATIONS AS REQUIRED PER 2009 IRC. 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BACKER ROD 4 CAULK.COLOR COLOR AS APPROVED BACKER ROD 4 CAULK }` AS APPROVED FLASHING COLOR AS APPROVED SHIM SPACE,PACK WITH OF CO(0, FLASHING�-�� . D.TIP. �Q'"` � FLEXIBLE THRU-WALL '� INSULATION AS REQ' 1]- 1 L J 3"SANDSTONE CAP I FLASHING LAP OVER TYVEK • 1._. 1. ALL WINDOWS. 3"SANDSTONE CAP SHIM SPACE.PACK WITH u� 1 A __ INSULATION AS REO'D.TIP. VERTICAL TIG CEDAR ;l� �' � , 2X ROUGH BUCK *IiI4161. FLEXIBLE THRU-WALL - '. VENEER SIDING I TRIM *` / FLASHING ALL WINDOWS. ,.. _ TRIM - 11 \\r'I� �1 '� �6 FLEXIBLE THRU-WALL -�+�4 �� 2X ROUGH BUCK �_� ,. TRIM TYVEK DRAIN WRAP 'I1 $4,c, APC�� FLASHING LAP OVER AIR �11I b J I/2"EXTERIOR GRADE PLYWOOD INFILTRATION BARRIER -� RIGID INSULATION ON EXTERIOR SHEATHING III ��I STUD WALL ONLY NEEDED WHERE AIR INFILTRATION BARRIER AMMO a KEEPING STONE IN SAME PLANE 2X6 EXTERIOR UNIT WALL WITH R-21 it Date: ,a�.O8.2 s�� RIGID INSULATION ' Q FROM CONCRETE WALL BELOW. BATT INSULATION,6 MILL VAPOR FOUNDATION WALL. W - STONE VENEER ON SETTING BED BARRIER(WARM SIDE)AND g"TYPE 1 ON WIRE MESH ON 1/2'RAIN 'X'GYP BOARD. Il r 2X FURRING WALL WITH i"TYPE'X' / id Project No: 2541.00 SCREEN ON 30"FELTS ON I2" GYP.BOARD. / PLYWOOD ON 2"RIGID INSULATION lilw III STONE VENEER ON SETTING BED ® ON I/2"PLYWOOD SHEATHING ON ll1 Drawn b ON WIRE MESH ON I/2 RAIN • �] 2X6 STUDS. y' EDT SCREEN ON 30"FELTS ON I/2" lPLYWOOD ON 2 RIGID INSULATION �- 2X6 EXTERIOR UNIT WALL WITHR-21 BATT INSULATION,6 MILL '1 / � Checked by: KAO ON 1/2"PLYWOOD SHEATHING ON VAPOR BARRIER(WARM SIDE) / irati ll FOUNDATION WALL. / Q V AND g"TYPE'X'GYP BOARD. WINDOW SILL DETAIL FOUNDATION yll �3" . 1'-0" WINDOW SILL DETAIL 'm STONE SILL DETAIL IV SIDING of/, 2,^ii/r�` • �3" • 1.-0„ EbWINDOW 3�' • 1'-0,� 7},..r,/ 12 11 2016R:\PRJ\SOUTH ASPEN STREET— PHASE II\JUAN STREET\JUAN STREET\SHEETS\CONSTRUCTION DOCUMENTS\A9.1 WINDOW DETAILS.DWG I- WIN DErAI _-•� EIVED 02 25/2019 ASPEN BUILDING DEPARTMENT cY_________., O'BRYAN PARTNERSHIP,INC. ARCHITECTS-A.I.A. First layer I INTERIOR I EXTERIOR I INTERIOR I EXTERIOR I of self- -4. ✓♦Illikill ARCHITECTURE, adhering PLANNING,INTERIORS flashing pl!'�III TYVEK DRAIN WRAP ii.%, P.O.Boe t,2773Su■ 620Main Street, Suite 8 I/2"EXTERIOR GRADE =�I PLYWOOD SHEATHING �. BACKER ROD AND CAULKFfI5CO3 CO 80443 IIII II i I/2"EXTERIOR GRADEFes: 970.668.1 43 III LAP TYVEK DRAIN WRAP .I Fax: 970.668.2316 IIII 1II1OVER FLEXIBLE THRU-WALL I I IP' Ill��7PLYWOOD SHEATHING6 in. 6'TYPE IL. AX"GYP BOARDIIII Pin 11 FLASHING Moll* pI IIII II IIIIA �, TYVEK DRAIN WRAP ❑2X RS.HEAVY TIMBER TRIM I"TYPE"X"GYP BOARD 11I i* 0POR IIII IIII IIII v' 2X RS.HEAVY TIMBER TRIM BARRIER ON WARM HEADER RE:STRUCTURAL 6 MIL.VAPOR pHousewrap SIDE OF WALL. II 1 II I BARRIER ON WARM I II]{ HEADER RE:STRUCTURAL .'P� 1 or tar paper III III III t FLEXIBLE THRU-WALL SIDE OF WALL. 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A5 APPROVEDself- II 1LAP TYVEK OVER FLEXIBLEadhering TRIM THRU-WALL FLASHING CONT BASE BOARD HEATER o,' 2X R.S.HEAVY TIMBER TRIM flashing SPACE PACK AS REQ'D TYP.ALL � RE:MECH. .IFLASHING 2X ROUGH BUCK.I second. � � FLEXIBLE THRU-WALL 4J laps WINDOWS ` FLASHING.LAP OVER AIR �. �11i INFILTRATION BARRIER •firJ, J\ III,, 2X6 EXTERIOR UNIT WALL ONE 11 +'1 1�! WITH R-21 BATT INSULATION L 1 — _� \ 11�T BALD MOUNTAIN n �/II�= AIR FILTRATION BARRIER ..)S D E V E L O P M E N T I ": � Revisions: PRICING SET 01082015 B PERMIT SET 0812�015 THRU-WALL FLASHING DETAILS SILL DETAIL 9 RS, HEAVY TIMBER CONTRACT/PRICING 02.152016 �NT9 •LUINDOW 3" I'-0" III' PERMIT REvisIoNe 212016 PERMIT REVISIONS 0181.162016 I III PRESSURE FIT FLASHING PERMIT REVISIONS 12.122016 RIGID INSULATION A5I FOE 05222018 J •' FOUNDATION CALL. INTERIOR EXTERIOR I INTERIOR I EXTERIOR I I 1 I IIII SLOPE_ / / // // /• / ,1 I1I 2X6 EXTERIOR UNIT WALL WITH 2X6 EXTERIOR UNIT WALL WITH I I ILI4R II R-21 BATT INSULATION R-21 BATT INSULATION Q 1 1 Q I�q I/2"EXTERIOR GRADE I/2"EXTERIOR GRADE lilllll I r'N-., PLYWOOD SHEATHING III PLYWOOD SHEATHING 6 MIL.VAPOR VERTICAL T6G CEDAR VENEER 6 MIL.VAPOR VERTICAL TdG CEDAR VENEERSIDING.FINISH AS APPROVED. SIDING \ ff . E_ h BARRIER ON WARM �I BARRIER ON WARM _ `I ` ' SIDE OF WALL. I TYVEK DRAIN WRAP SIDE OF WALL. AO J/ S/S �I BACKER ROD 4 CAULK. 5/S'TYPE"X" •� CAULK.PRCOLOR AS o 0 0 TYPE"X"GYPSUM GYPSUM APPROVED. /�'�J BOARD SHEATHING COLOR AS APPROVED BOARD SHEATHING 1141....611, . TYVEK DRAIN WRAP Q `- 0 . cN �k�' TRIM 1 LAP FLEXIBLE THRU-WALL TRIMI I - - - `SPD AP�� !! FLASHING OVER TYVEK DRAIN _ �li- LAP TYVEK DRAIN WRAP . . �' 2X6 JAMB II9� 2X6 JAMB '� II ! OVER FLEXIBLE THRU-WALL I. WRAP. ��p��'ll, FLASHING. Q I ypSHIM SPACE.PACK WITHI11111 ,�}7I�/ SHIM SPACE.PACK WITH / I Date: , P.,a8.2O15 INSULATION AS REQ'D.TYP. 1`I ��0/ INSULATION AS REQ'D.TYP. / —ill ____.1111.,� ALL WINDOWS. `�� ` ! ALL WINDOWS. BACKER ROD d CAULK. BACKER ROD 4 CAULK \ I Project No: 2541?J0 COLOR AS Ar'r'ROVED COLOR AS APPROVED JrQ / Drawn by: EDT 1grill //\ �/ Checked by: KAO I f3)WINDOW JAMB DETAIL 6 RS, HEAVY TIMBER TRIM 31WINDOW JAMB DETAIL 6 CEDAR TRIM OWINDOW SILL DETAIL 6 CEDAR TRIM A9 2 3" • I'-0" AS2 3" • I'-0" 3" • I'-0" `:, • oq 1 I.L- ) 5 21 2018 R:\PRJ\SOUTH ASPEN STREET- PHASE II\JUAN STREET\JUAN STREET\SHEETS\CONSTRUCTION DOCUMENTS\WINDOW DETAILS 2.DWG LU r'GHI WINDOW DETAILS.' EIVEC . 5/2019 ASPEN BUILDING DEPARTMENT e4 INTERIOR DOOR TYPES: KE:HARDWAREGROUP—��I.A.I EXTERIOR DOORR TYPES: GARAGE DOOR: O'BRYAN / PARTNERSHIP,INC. FRAME TYPE / } } T } } Is'-0"x s'-O" ARCHITECTS-A.LA. IMPACT RATED o�/ GARAGE DOOR RE,MFG SPECS ARCHITECTURE, ° , m Z. ; PLANNING,INTERIORS — — — — - ,u : — — P.O.Box 2773 620 Main Street, Suite 8 • ,I, 3'-0" r }], 3'-6" k }1, 4'-0" . }I 5'_0„ }I 5'-0 jr 3,-0"�• ' 1.3,_0.,� 4'_5" 1 1, 3'-m'' '-X Y },� 180� ,I. Frisco, 970.6068.0443 1133 i A 3'-0.' ®SWING ®BI-FOLD I3WQ SLIDING ®SLIDING IbXXI DOUBLE XXISWING L l TSwING 00XX I SLIDING LFF)Q<SWING ISXXI ENTRY Fax:970.668.2316 DOORS 20 MIN.RATED 20 MIN.RATED DOOR IMPACT RATED ❑ L ❑ . at 4 FRAME TYPE NOTES: DOOR CASING 0•�0 o, A. WOODFRAMEINTERIOOR- F. PATIO DOOR- FRAME PER MANUFACTURER EL E VAT ION: H. GARAGE DOOR FRAME- www.oparch.com RE:MFG.SPECS B. EXTERIOR DOOR TO GARAGE- G. SLIDING PATIO DOOR- 20MIN RATED WOOD FRAME FRAME PER MANUFACTURER C. SLIDING DOOR- HEAD TRIM AND WOOD FRAME J. PASSAGE OPENING- CASING RE:INTERIORS NO FRAME OR RATING D. POCKET DOOR- WOOD FRAME K. BI-FOLD DOOR- W E. ENTRY DOOR-FRAME WOOD FRAME v / Z PER MANUFACTURER Z. IMPACT RATED I 0 DOOR-FRAME RE: INTERIORS < Cy =} uw S III Ce S HARDWARE GROUPS: GENERAL NOTES: Z ' R<GROUP"I PRIVACY DOOR- GROUP'1 PATIO DOOR HARDWARE 7O 1.5 PR BUTT HINGES,I PRIVACY SET,I DOOR STOP, PER MANUFACTURER I. ALL DOORS,FRAMES,HARDWARE FINISH AND STYLE W U I SET SILENCERS. PER INTERIOR DESIGN PACKAGE. Fj GROUP"2 PASSAGE DOOR- GROUP•8 SLIDING PATIO DOOR HARDWARE to PER MANUFACTURER 2, DOOR SIZES ARE GIVEN AS DOOR WIDTH x DOOR I� Z Z 1.5 PR BUTT HINGES,I PASSAGE SET,I DOOR HEIGHT x DOOR THICKNESS. I W d STOP,I SET SILENCERS. GROUP•9 11/2 PAIR BUTT HINGES,KEYED LOCK SET ON OUTSIDE, /1` �`43 GROUP•3 SLIDING CLOSET DOOR- PASSAGE SET ON INSIDE,CLOSER,SMOKE SEAL,THRESHOLD, 3. ALL FRAMES AND HARDWARE TO MATCH DOOR FIRE lij SLIDING DOOR RECESSED PULLS WITH TOP AND SWEEP.TOP METAL CHAIN OPENING RESTRICTOR. RATINGS. MOUNTED SLIDE TRACK, GROUP•10 OVERHEAD TRACK WITH AUTOMATIC CHAIN-DRIVEN OPENER. 4. FRAME WIDTH VARIES TO MATCH ADJACENT WALL GROUP•4 POCKET DOOR- THICKNESS. W A POCKET DOOR RECESSED PULLS WITH TOP PROVIDE KEYPAD/CARD READER,WALL MOUNTED(RE:DETAILS) �j ON OUTSIDE WITH PUSH BUTTON ON INSIDE,COMMERCIAL HEAVY MOUNTED SLIDE TRACK AND PRIVACY LATCH. DUTY GRADE WITH SENSOR LOOPS AND INFRARED SENSORS FOR 5. ALL DOORS TO HAVE I/2 PAIR OF 4 1/2"x 4 I/2"BUTT CONTROL(RE:SPECS).PROVIDE WEATHER STRIPPING AND DOOR HINGES UNLESS NOTED OTHERWISE. GROUP"5 DOUBLE DOOR- BOTTOM SEAL.MOUNT OPERATOR ON ISOLATORS. 3 PR BUTT HINGES,MANUAL FLUSH BOLTS TOP AND 0 BOTTOM ON INACTIVE LEAF.CENTER ASTRIGAL, 6. VERIFY ALL DOOR DETAILS W/DOOR TYPE 4 MFGR WOOD THRESHOLD AND WALL STOPS GROUP*II PASSAGE OPENING- NO HARDWARE REQUIRED PROVIDE WOOD THRESHOLDS AT ALL DOORS WHERE GROUP°6 MAIN ENTRY DOOR HARDWARE 'I' FLOORING MATERIAL CHANGES UNLESS OTHERWISE PER MANUFACTURER GROUP*12 BI-FOLD CLOSET DOOR- NOTED. /\ HARDWARE PER MANUFACTURER S. DOOR BETWEEN GARAGE AND UNIT SHALL BE A3 (� GROUP'IS 1 1/2 IMPACT RATED PAIR BUTT HINGES,KEYED LOCK SET ON METAL X O"X I MIN.INSULATED FLUSH HOLLOW y� EQ'D. OUTSIDE,PASSAGE SET ON INSIDE,CLOSER,SMOKE SEAL, DOOR,60 O RATED.PAINT AS U1/ ALSO AL STOP A HOLLOW METAL FRAME E ONE THRESHOLD,AND SWEEP.TOP METAL GRAIN OPENING RESTRICTOR. INTEGRAL STOP AND 1-1/2"RETURNS,WELDED CONSTRUCTION,60 MIN RATED.PAINT AS REQ'D. BALD MOUNTAIN THROAT SIZED FOR FULL WALL THICKNESS. ,',n a v y 2-o e M a 24 z Revisions: PRICING SET 01082015 PERMIT SET 08212015 CONTRACT/PRICING 02.152016 PERMIT REVISIONS 06212016 PERMIT REVISIONS 11.16.2016 PERMIT REVISIONS 12.122016 ��pF CO(Oy ;;:/(1.4iiiiiiitc,. Q 1 FNSED AF' ' lDate: 01.08.201'5 IProject No: 2541.00 IDrawn by: EDT IChecked by: KAO R*1 ./ 1 10.0 P 1 Z?/a, 12 13 2016R:\PRJ\SOUTH ASPEN STREET- PHASE II\JUAN STREET\JUAN STREET\SHEETS\CONSTRUCTION DOCUMENTS\DOOR SCHEDULE.DWG •_ "`� DOORSCHIEDU _ ;� EIVED 02 25/2019 ASPEN BUILDING DEPARTMENT t4 O'BRYAN PARTNERSHIP,INC. ARCHITECTS-A.I.A. ARCHITECTURE, PLANNING,INTERIORS P.O.Box 2773 620 Main Street, Suite 8 Frisco, CO 80443 Tel: 970.668.1133 Fax:970.668.2316� EXTERIOR INTERIOR INTERIOR EXTERIOR ❑. � 0 SILL PAN FLASHING "11� ISOLATION/EXPANSION 0 ' •. _ + JOINT SILL PAN FLASHING BACKER ROD AND CAULK www.oparch.com AT ALL DECK/WALL TRANSITIONS. CI d 4 mIv i INN /�/�// .. /�/�/ ►I ....„''III LU< , o I 1 00 CI—I Cein" u18 ►� Z ii Iit o W mu ^ Y�I_ Z W W 3 THRESHOLD AT ENTRY INSWING 2 THRESHOLD AT INSWING AT DECK c Q AIOJ 1 1/2" • 1'-0" AIOJ 11/2" • 1'-0" < D W , R Z 0 q) ONE ..... INTERIOR EXTERIOR BALD MOUNTAIN 1,23DEVELOPMENT Revisions: SILL PAN FLASHING PRICING SET 07.041015 BACKER ROD AND CAULK AT ALL PERMIT SET 05272015 DECK/WALL TRANSITIONS. CONTRACT/PRICING 02I5.2016 SLOPED CONCRETE SLAB(HEATED)ON PERMIT REVISIONS 06212016 HYDRODRAIN ON PROTECTION BOARD ON PERMIT REVISIONS 11.16.2016 WOOD FLOORING MMSI25 WATER-PROOF MEMBRANE ON 5/4" PERMIT REVISIONS 12.122016 SLAB- STRUCTURAL DECK(EXT.GRADE)ON GYP.CRETE TOPPING I 1/2'.MAXIMUM THICKNESS STRUCTURE.ALL WATERPROOF SYSTEMS PER HYDROTECH. 3/4'.FLOOR SHEATHING RE:STRUCTURAL. SOUND BATT 51/2"SPRAY FOAM INSULATION(R-ES)WITH • 1 51/2'BATT INSULATION(R-I5)TYPICAL AT FLOOR JOISTS RE:STRUCTUR4L � INTERIOR SPACE LOCATIONS. U'H =.n BGI RE:STRUC RE C_71 t F.F.EL.LEVEL —� 1- :—�7 ®m ° a T.O.P.LEVEL , ,< I'i O RE LEVEL PLAN Q 1 1 ............................. ._ .... T.O.P.DECK el QI -- RE:STRUCTURAL v rJ 4SPD AR- ( AA 1t1 1t 1t 1 1nt 1 1 1 1nt Date: 0T.0S.20I S I Project No: 2541.00 1.A IDrawn by: JMOr IChecked by: KAO 1DTHRESHOLD AT EXTERIOR SLIDER et Z 1 O. 1 a�j�j I II 12 11 201 ER:\PRJ\SOUTH ASPEN STREET— PHASE II\JUAN STREET\JUAN STREET\SHEETS\CONSTRUCTION DOCUMENTS\A10.1 THRESHOLD DETAILS.DWG 000- ' 41 THRESHOLD DET . EIVED r 5/2019 ASPEN BUILDING DEPARTMENT EXTERIOR I INTERIOR I I EXTERIOR I 'INTERIOR I I EXTERIOR I I INTERIOR I C4 O'BRYAN S"CONCRETE WALL BELOW GRADE CD SAME AS 10 ONLY PARTNERSHIP,INC. RE:STRUCTURAL REAL STONE VENEER fill /- LIQUID APPLIED WATER DELETE 2X2 FURRING INSTALL PER MFGR'S VI PROOF MEMBRANE II _ 3.1 SAME AS 30 ONLY _ 8"CONCRETE WALL ° WALL ARCHITECT$-A.LA. RECOMMENDATIONS ' III Y �I DELETE STONE 8"CONCRETE WALL E` RE:STRUCTURAL II 4.1 SAME AS 4.0 ONLY q"RAINSGREEN �Lj �►`I ASSEMBLY RE:STRUCTURAL I`�` -I 2.1 SAME AS 2.0 ONLY 10" _ V _ 0 R-15 CONTINUOUS _ 12 SAME AS 10 ONLY CONCRETE WALL a n° WIRE MESH IIII REMOVE TYPE'X'GYP. WIRE MESH ®l D - RIGID PERIMETER . DELETE 2X2 FURRING ARCHITECTURE, BD.4 REPLACE W/ 'REAL'STONE VENEER /, 3.2 SAME AS 30 ONLY USE DAMP-PROOFING '�¢� INSULATION r - WALL 4 REPLACE WITH I/4"RAIN SCREEN / iili r' 2X2 STUD W/3/8" �1►•� _ _oo. < CEMENT BOARD. ASSEMBLY.INSTALL PER AIRSPACE ,' °.- 22 SAME AS 2.0 ONLY 12" ..I 2X4 FURRING WALL. PLANNING,INTERIORS ENKADRAIN OR SIMILAR /2 04 }"RAINSCREEN ,� d • I IA CONCRETE WALL FLUID APPLIED WATER II 1IEE1 OFFSET INTERIOR FACE INSTALL PER MFG. E� 42 SAME A5 40 ONLY MANUFACTURE'S ell II O RECOMMENDATIONS. I G1• 3.3 SAME AS 30 ONLY WIRE MESH /' - PROOFING -••••• a OF 2X4 STUD 5 I/2" P.O.Box 2773 RECOMMENDATIONS / IIII REMOVE TYPE'X'GYP. .� DELETE INTERIOR ® III- O II ooa FROM CONCRETE WALL 30•FELTS ( BD.4 REPLACE W/WATER STONE SELECTION AS 2.3 SAME AS 2.0 ONLY 3/8"AIRSPACE - - �- 620 Main Street, Suite 8 I/2"EXTERIOR GRADE Fg RESISTANT BOARD. APPROVED 'Oil I FURRING �� - DELETE EXTERIOR II� O /C��I O 'REAL STONE VENEER ° I- Te Frisco,970.6068.01133 4 o' 2X4 WOOD STUD 1 3.4 SAME AS 30 AND 32 _II STONE 2"X 2"STUD FURRING --LIE 13 REMOVE TYPE N XY GYP PLYWOOD.RE: /I II y 43 SAME AS 40 ONLY , ASSEMBLY.INSTALL PER WALL /I li/ i 7jN® � ONLY REMOVE TYPE'X' J oor Fax: 970.668.2316 STRUCTURALREMOVE TYPE'X'GYP. 2"AIR SPACEGYP BD.AND REPLACE MANUFACTURERS 'I ° 8 I I 23 SAME AS A2.0 ONLY 1...IVV BD.4 REPLACE W/5/8"2X6 WOOD STUD WALL P PDWOOD WINE3m•F R-21 BAT)INSULATIONWITH WATER RECOMMENDATIONS "I -III- WITH STONE ASSEMBLY -om^ WATER RESISTANT BD. III RE:STRUCTURAL /ila��'� ELT. 6 MIL VAPOR 5/8" RESISTANCE BD. - -� ON BOTH SIDES =� iiiii CD L /� , FIREPLACE ER FORNNS O ONLY REMOVE TY 32 PE X' �.2°�.i. i. BOARD "X"GYPSUM 8' 1.4 SAME AS 12 ONLY 0r R-2I BATT WIRE MESH AND'REAL' BARRIER SAME AS 3.0 MOvE TYPE"X" TYPE" GYP .ANDREPLACE / + BARRIER VAPOR CATION 1/2"I1l 5/8' O GYPSUM BOARD 8 P" 3 IR" 3b SAME AS 33 ONLDY DELETE 1/4 81,5 SAME A BO ONLY GYP -• R RR D BD BD.<REPLACE W/5/S' F PER INTERIORS. WITH CEMENT BD. # � f 5/8"TYPE"X' 4,4 SAME AS 40 ONLY ADD GYPSUM BOARD 2-1/2"AIRSPACE AND 2X2 EXTERIOR STONE REMOVE TYPE"X"GYP. •0 J NOTE:VERIFY EXTERIOR STONE LOCATIONS FURRING WALL ON INTERIOR ASSEMBLY. BD.4 REPLACE W/5/8" El•� , SOME AREAS WILL REQUIRE RIGID VERTICAL FACE OF FOUNDATION, SITE, OR WINDOW WELL WALL= WATER RESISTANT BD. INSULATION BEHIND VENEER TO KEEP CONCRETE FOUNDATION www.oparch.com STONE IN SAME PLANE AS FOUNDATION WALL BETWEEN 2X6 STUD 3.0 FOUNDATION WALL; STONE 2.0 EXTERIOR ONLY 1.0 FOUNDATION WALL WALL/STONE BELOW.RE:DETAIL X/A.XX AND TYPE'X'GYP BOARD. CD SAME AS 4.4 ONLY AILO SCALE:I I/2"•I'-O" AII.O SCALE:1 1/2".I'-0" AILO SCALE:11/2".1'-0" 4.0 STUD WALL: STONE REMOVE TYPE'X'GYP. BD.4 REPLACE CEMENT AILO SCALE:11/2"•1'-0" BOARD. li ED SAME AS 45 ONLY AIR SPACE 15 4-1/2"AND W FURRING WALL IS 2X4. l) I- i 9.1 SAME AS 9.0 2x4 WOOD STUD, W EXCEPT USE 2x6 WOOD STUDI IEXTERIORI I INTERIOR I W 1.10:111.-r-1111 92 SAME AS 9.0 ONLY DELETEyQ^ONESIDE TYPISTAE"X"GYAP. TaG CEDAR VENEER yI Cm Ce 0<pL(BOARD 4 REPLACE WITH WATER RESNT BORDSIDINGli�2X4 STUD WALL 9.3 SAME AS 9.0 ONLY DELETE TYVEK DRAIN O O5.1 SAME AS 5.0 ONLY DELETE Z tj ONE SIDE TYPE"X"GYP. WRAP INFILTRATION @ TYPE"X"GYP.BOARD 4 V 111��O 5/8"TYPE"X" • BOARD 4 REPLACE WITH BARRIER i� REPLACE WITH CEMENT W OL V GYPSUM BOARD-I tj� CEMENT BOARD 1/2"EXT.SHEATHIN BOARD tFA 0-4 LAYER EACH SIDE r • O 2X6 WOOD STUD III Z Z 9.4 SAME AS 90 ONLY DEL.GYP. Z RE:STRUCTURAL g2 SAME AS 5.0 ONLY DELETE y�W 3 1/2"SOUND BATT • BD EACH SIDE I REPLACE W/ sIIl 'I O TYPE'X'GYP.BD.4 REPLACE 4 t/d� INSULATION CEMENT BD.AND WATER R-21 BATT IIII W/WATER RESISTANT BOARD. ••`3 RESISTANT GYP,BD. INSULATION k1 !L 9.5 SAME AS 90 ONLY DEL.GYP. &MILL VAPOR 1ii104 5.3 SAME AS 5.0 ONLY . D r BD.BOTH SIDES 4 REPLACE BARRIER -.III' 31/2" W/CEMENT BD. 5/8"TYPE"X' WREPLACE CEDAR SIDING 5/8" 5/8' GYPSUM BOARD IR" a 1BATTEN 91T TIOUS BOARD 1 i 1 9 9.& SAME AS 9.0 ONLY DEL.GYP. �i� 43/4" BD.BOTH SIDES 4 REPLACE 51/2 Z W/WATER RESISTANT GYP.BD 5/8" ED SAME AS 9.1 EXCEPT ADD 0 WATERPROOF MEMBRANE ON CEMENT BOARD. CD SAME AS 9.0 ONLY DELETE BATT INSULATION. CD SAME AS 9.1 ONLY ADD 9.0 INTERIOR WALL FURRINGWALLBETWEEN2 5.0 EXTERIOR WALL SIDING �IJ AILO SCALE:I IQ"•1'•0" AID 2X6 STUD AND TYPE'X' ONE GYP BOARD, SCALE:1 1/2"•P-0" OD SAME AS 9.1 ONLY BALD MOUNTAIN REPLACE GYP BOARD 11})D E V E L O P M E N T WITH CEMENT BOARD ON ONE SIDE. Revisions: PRICING SET 01082015 PERMIT SET 08212015 CONTRACT/PRICING 02.152016 PERMIT REVISIONS 0621.2016 PERMIT REVISIONS 11.16.2016 PERMIT REVISIONS 12.122016 �,,pF CO(04 \KQ. �,V 1 4s'BD AO'' lDate: OT.O8.20I.5 [Project No: 2541.00 IDrawn by: EDT IChecked by: KAO R°OA, 1li, b :A 11 .0 11 12 11 201eR:\PRJ\SOUTH ASPEN STREET- PHASE II\JUAN STREET\JUAN STREET\SHEETS\CONSTRUCTION DOCUMENTS\A11.0 WALL TYPES.DWG C .."-, _ i WALL TYPES _,:1 EIVED 02 25/2019 ASPEN BUILDING DEPARTMENT 4 O'BRYAN PARTNERSHIP,INC. ARCHITECTS-A.I.A. 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ARCHITECTS-A.I.A. ARCHITECTURE, PLANNING,INTERIORS P.O.Box 2773 620 Main Street, Suite 8 Frisco, CO 80443 Tel: 970.668.1133 Fax: 970.668.2316 1= i—i 07 il I Y - f ' o, 1 y Ii , , www.oparch.corn 2-O •13-II 8 O' S'-O' 8'-�" Y SLOPE I . II / L , d nI L.,.., FL,1 ci_ gg L o r W 1- v) t 0 Ci Z WL Cr) < 11 0 0 0 0 0 W , 2 LZ 2 RCP LEVEL 2 0 A13. 3/16" • 1'-0" U^J ONE BALD MOUNTAIN I, U, — _ :',)UE VELD PME NT Revisions: 1 - I - PRICING SET 07082015 ' PERMIT SET 08212015 h9'-4 3/4" CONTRACT/PRICING 02.1E2016 PERMIT REVISIONS 06212016 1 PERMIT REVISIONS 11.16.2016 PERMIT REVISIONS 12.122016 1 - I A 068'-I0 3/4" a4c)a/4' 1 V'-4 3/4" �oF CO(Oq '' �% . 41 F�SfD APG��F. L i61410 oa I V'-4 3/4 p8'-10 3/4" I Date: OT.:0.2013 is I =1:' $3'-10" I Project No: 2541.00 ilmmmw f [Drawn by: EDT I IChecked by: K40 RCP LEVEL I kill' •� � O A13.0 3/16" • 1'-0" 04/Z c • 2"2� 11 12 11 2016R:\PRJ\SOUTH ASPEN STREET- PHASE II\JUAN STREET\JUAN STREET\SHEETS\CONSTRUCTION DOCUMENTS\A13.0 RCP.DWG - 41 LEVEL 1&2 R •_ : EIVED 02 25/2019 ASPEN BUILDING DEPARTMENT