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HomeMy WebLinkAboutFile Documents.814 W Bleeker St.0039-2022-BCHO (4) Residential Design Standards Exemption Form TIIE CITY OF ASPEN Address:814 W Bleeker C4 Parcel ID:2735-123-11-007 Zone District/PD:PD R/MF Representative:Jaimal Proctor Email:Jaimal@zgrouparchitects.com Phone:970-279-5407 Scope of Work:Change Order to address smaller proposed windows, and replacement of non-egress compliant window well with a compliant egress Digital/signed 6y Garrett Leaner DN:E=garrett.lariner@alyofaspen.00m, ReviewedCN=Garrett Lariner,OU=Users, window and well. • Garrett Larimer� C�•mmrniryNIeronPOU= ry. DC=aspenpitk,.DUorg (Project plans/elevations attached) Date:2022.05.0615:21:49-05'00' Disclaimer: This exemption is only valid for the attached scope of work.If the project scope ex- pands to include work subject to Residential Design Standards, the applicant shall be required to apply for an Administrative Compliance Review. Exemption Applies Remodel of a structure where the alterations proposed change the exterior of the building,but are not addressed by any of the Residential Design Standards Residential unit within a mixed-use building Designated historic resource listed on the Aspen Inventory of Historic Landmark Sites and Structures Has already received a board design approval RECEIVED 06/03/2022 ASPEN BUILDING DEPARTMENT ASSEMBLIES ABBREVIATIONS GENERAL NOTES VACINITY MAP Ai�� 411 E.Main St ASPEN,CO 0161 PIR1 elbow EA FA each face SF GL safety HWY�r1 (970)9tS-1031 rd mar manhole MR, L IA A.THE LATEST EDITION OF AR DOCUMENT P2a1'GENERAL I. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE �� ���i 55XSn EXISTING HEADER vaok "9STG seating CONDITIONS OF THE CONTRACT FOR CONSTRUCTION',GHEREBY CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS - —�—Q• •• IIIII ... I� g°DRYWALL AND FINISH TO MATCH MADEA PANT OFTHESECONTRACT DOCUMENTS,EXCEPT AS REQUIRED BY THE INTERNATIONAL BUILDING CODE OR BY ANY e • ` MS �Y EX STBNG �` G1tO171 AP access Ew. er try. - AMENDED HEREIN.COPIESAREON FILEANDAREAVAILABLE FOR LOCAL CODE OR ORDINANCE e • acoustical plaster e ( 'WI .i PT FURRING STRIPS • �O DhA r "rigINSPECTION AT THEOFFIOEOF THE ARGHREGTIII 'acal file teroL sheet glass PROJECT LOCATION / o arBhI1eB1s IIIA II eCONCRETE INFILL REF.STRUCTURALADH aEW them IreJra"maevL. J.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THESAFEIYAND °Ali • ,�� FOUNDATION WATERPROOFING rdL Esc er mareB.THECOMRACT DOCUMEMSCONSGTOFTHE AGREEMENT THECARE OF ADJACENT PROPERTIES DURING CONSTRUCTION FOR lEXCAV excavate 1,111 metal sold core sounproo GENERAL NDTES ANDTHE DRAWINGS WHIOHARECOOPERATIVECOMPLWNCEWITH FEDERAL AND STATE OS HA REGULATIONS EC z EL sleeve z^coNnluuous RIGID INsuLAnoN "g sTa sea?p" '"` �� Jw w111111 l EXx. agooresHmsv:Mr,anw EXIST. amm Jesting AND CONTINUOUS.WORK INDICATED OR REASONABLY IMPLIED INAND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVEREDi�l� IR-10 MIN)TO MEET OR EXCEED • alternateEXP. o" alhreb"u em " ._:.... _ 1 a 1 Y LL IIII `� ANYONE OF THE DOCUMENTS BE SUPPLIED AS COMPLETED TO THEOWNER. 0 v.._ II— W (/) ::II �1, EXISTING. EXTEND 8"MIN BEYOND Etcr. exterior e $ A Q W Q I seal NEW CONCRETE INFILL r FULLY COVERED IN ALL ANY DISCREPANCY BETWEEN THE y C ( 's' E..� J I IIII- 1 :111ffill—>11111111111111tNTERIOR IDOWEL AND EPDXY AS REQ'D,REF. APPROX meSPKR speak! wtimWDIFFERENT PARTS SROULD BE REPORTED RUBS ARCHITECTK.ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALEDv O0]-1 11. ISTRUCTURAL Lora) mBE IMMEDIATELYDIMENSIONS.DIMENSIONS NOTED'NTs'DENOTES NOT TO 'EUA' :" NF sceeream SCALE )FIN finish(ed) MISC n. d�a key etaDrdaJaGRAVEL&COMPACTED EARTH • ae me"ork ^ wc.ALL WORK SHAu COUPLAWITH ALL STATEAND L0DB CODES �/EXSANG CONCRETE AT asphalt file ARAB amomaLsF B. fire brok MT mount eJSTL steel AND ORDINANCES,AND SHALL BE PERFORMED TO THE HIGHEST L CONTRACTOR SHALL VERIFY AND CODRDINATE ALL OPENINGSfesifretAULL. mJloNOV move nabe) STANDARDS OF CRAFTSMANSHIP BY JOURNEYMAN OF THETHROUGH FLOORS,CEILINGSAND WALLS WITH ALL EXTERIOR bEEO fire extingu islrer cabinet asement SC T al clay tile APPROPRIATE TRADES ARCHITECTURAL STRUCTURAL,MECHANICAL PLUMBING AND R-10 F y pateSJSP suspended coatingBOHM( bench FRO fia-rceistant ELECTRICAL DRAWINGS. BM __ NOM nominal °"off- TOSYN synthetic SYS systemD.THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, BEV FLUOR Auer... RAT natural hero lal) FLSLIG flashing Ei. Ire MATERIALS,EQUIPMENT AND SERVICES REQUIRED TO COMPLETE M.CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ITEMS A CONCRETE PATCH ASSEMBLYELK block FLR floor north ry1S. TKSTR UTK EC '�aF board ALL WORK DESCRIBED HEREIN.IT IS THE RESPONSIBILRYOFTHE REQUIRINGCOORDINATION AND RESOLUTION DURING THE ELKG blocking F D floor drain TEL ...one CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT BIDDING PROCESS. ANY coryortloryswwcH WILL NOT PERMIT CONSTRUCTION A0.0 N.T.S. °PAQ on center 0 WET as ACCORDING TO THE INTENTIONS OF THESE DOCUMEMS.RG N.VERIFYALL SPADE DIMENSgNSAS aHOWN WITH EXGTINGJOB UNIT/BUILDING RELATIONSHIP THR THE RESPONsIeLITroFTHE ARCHITECT TO PRovgEDETAgs coryortlorys BEFORESTAMNc cONSTRucnoN. BTM bottom .K buck GMT caseme. FOUND foundation FRG fiance GSK-f gasket Single Woad Stud l hour fire essemhly from the Gypsum Manual(GA-BOO Fire Resistance Design Manual): R firesh air bymner, T PTN toilet partition ANaoR DNECTIorys RECARDNC DEsICN INA NT RE IT G bonze roofing a FR 0. "9 g- TOL tolerance DISP - ALTERED BY THE EXISTING CONDITIONS OR WHERE NEGLECTED IN 0.WHERE WORK IS INSTALLED OR EXISTING FINISHES ARE f • r¢. BOO balletin More m vfase groove THE DOCUMENTS. DISTURBED,REFINISH SUCH AREAS TO MATCH EXISTING. ,1 1 GA FILE NO WP�810` (I �� GENERIC 1 HOUR 35 to 39 3TC OD ae nareta towel bar • UNIT G—Y .r _ ,y • - ryk . -1 wti overall c. tapmwumn I FIRE SOUND �vaizal OH. overhead E ANYMATERIBSPROPOSEDFORSUBSTRMgNOFTHOSE P.CHECK AND VERIFY CONTRACT DOCUMENTS,FIELDCONDITIONs +' ' GROUND LEVEL ' °' '�y� one MY., tyce X gYPsumawell..,er gP DmWOOD,heseW eJ parallel or at right ...lop IRAS SPECIFIED OR CALLED OUT BY TRADE NAME IN THESE FOR ACCURPCY,CONFIRMING THAT ALL WORK IS BUILDABLE AS tw FOOTPRINT is S, �' .,g't TO F top of angles.each side of 2 x 4 wood studs 24'o o with 60" paceGL glass topm DOCUMEMSSHALL BE PRESENTED TO THEARCHITECT FOR aHOWN BEFORE PROCEEDING WITH CONSTRUCTION.IF THERE �( JointsaaegpwM2 sLe sties.(LOADIaFMING)coated ilea tie Ong 0095 CK ink"9CB catch a7" masonry GI_ST glazed orate bPTD panted PH_ panel T tread 1W typo.omsm REVIEW.THE CONTRACTOR SHALL SUBMIT SAMPLES WHEN ARE ANY QUESTIONS REGARDING THESEOROTHER r 1+ — w7Y4 �{' CLG ceiling graP TOISP paper towel dispenser paperreceptacle REQUIRED BY THE ARCHITECT,AND ALL SUCH SAMPLES SAMPLES COORDINATION QUESTIONS,THE CONTRACTOR IS RESPONSIBLE l .�' e, Thickness 4,18. \/\\ CT ceramic. GYP PL gypsum plaster PIN partition UR urinal UNFIN unfinished SHALL BE REVIEWED BY THE ARCHITECT BEFORE THE WORK IS FOR OBTAINING CLARIFICATION WITH THE ARCHITECT BEFORE �� 4�� prox.Weight 7 psf OEM cement PAR parallel FP Test ULDesignU314 t]85 1OER ar GWB gypsum wall GTO �mP BD w"g PERFORMED.WORK MUST CONFORM TO THE REVIEWED PROCEEDING WITH WORK OR RELATED WORK IN QUESTION. Y M•• • FireCM centimeter PKG parking SAMPLES.ANY WORK WHICH DOES NOT CONFORM SHALL BE JJ UL R1314129 VAR 21]0 sa tie GYP.i. gypsum tk r REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE Q.EACH MISCELLANEOUS ITEM OF CUTTING,PATCHING,OR FRYING 11 Sound Test NGC]404,tO to]0 amter a0 CONTRACTOR'S EXPENSE SUBCONTRACTOR SHALL SUBMIT IS NOT NECESSARILY INDIVIDUALLY DESCRIBED HEREIN NO ,�.\ Uee R L VEL CHRO WSCT wainscot rAromium iararee) HDW hardware P. plaster laminate vermiculiteMEM REQUESTS AND SAMPLES FOR THE REVIEW THROUGH THE SPECIFIC DESCRIPTION OF CUTTING,PATCHING,OR FITTING 4 ce HT height PERE perforated GENERAL CONTRACTOR WHEN WORK IS LET THROUGH HIM OR REQUIRED TO PROPERLY ACCOMMODATE THE SCOPE OF WORK ) `/ .L0 closet L column COMB combination HDR header HTG heating PL plate ,GL plate Ms per realm MN B myl ayt eVG will..a HER REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN SHALL RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO OVERHANG E7 UL RATED I HOUR FIRE ASSEMBLY \ , M�Ac eir gN.o mPVC �NvbPT CONC �nrde�es NT. ,MN F rmm1 s ADEQUATE TIMERS NOT TO DELAY WORK IN PROGRESS. PERFORM SUCH WORK AS REQUIRED ! -o-ems`4 WNSiconstructionHa bin blob &°"'Peifreal root WWT W wall to wall H E ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL R ANY QUESTIONS REGARDING THE INTENT OF THE DRAWINGS OR 'PIM /,4F A0.0 N.T.S. P SF ounds er PSI pounds per square inch BE SUBMITTED IN WRITING TO THE ARCHITECT AND WILL BE SPECIFIOATgNSARETO BE CLARIFIED WITH THE ARCHITECT tt ; _ � 4-' F. hexagonal HM hollow PREFAB CONSIDERED ONLY IF BETTER SERVICE FACILITATES MORE BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK WC water Glos. "OHC hollow core e'a sAaleJWREP water repellent ADVANTAGEOUS DELIVERY DATE,ORALESSER PRICE WITH IN QUESTION OR RELATED WORK. -. COHEN continuous CLL contra.limit WALLS AND INTERIOR PARTITIONS,WOOD-FRAMED / CPR oopper FP hour HD ear mpedrmePSCONC prestressed 01XSe'eWPRFG waterproofing rerabz CREDIT TO THE CLIENT WILL BE PROVIDED WITHOUT SACRIFICING GA FILE NO.WP 3910 GENERIC 2HOUR 50 to S4 STC ` re"mPteamre w a QT. q"yW• west - QUALITY,APPEARANCE,ANDOR FUNCTION,UNDER No S.ALL ITEMS ARE EXISTING UNLESSCALLEDOUTAS NEW OR FIRE SOUND \ GIP BO Building a CIRCUMSTANCE WILL THE ARCHITECT BE REQUIRED TO PROVE PROPOSED. GYPSUM WALLBOARD,WOOD STUDS for • wire glass THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF Box layer.'typa X..sum wallboard or gypsum veneer base applied at right k "me calMerto angles to each*la oft x 4 mod elude l6'oe Wagger.a'wa an 2 xe wood a�.. (ng;er REL reflect(ed)l.e,l"r, NO wood EQDALQI�LIrTOTHEPRODDGTSPEGIFIED ZONING INFORMATION with ad coated nails.17/a"long.0095'ahem.1/4'heeds 24'o c Face layer Sir ya or NOB wood base typeXWpsum wwthoere or gypsum veneer bees applied at tlgntangles beach Me a P. workingp wHs N re Led G.ALL WORK SHALL BE ERECTED PLUMB AND TRUE-T0.LINE IN wM as coated relle,232"Imp,0113'shank.1M32'heads,8'o.c deeper NVRC P reinforced D ACCORDANCE WITH BEST PRACTICES OF THE TRADE AND Joints staggered UV each layer and side.Sound tasted with nails tor bees Cher spaced dead m beet REM remove RE resdrent re p� MANUFACTURERS RECOMMENDATIONS FOR THE PARTICULAR 6"o.c.Horizontal bracing required at reltllelght(LOAD.BEARING) `\ demolish di pi. EXISTING TO REMAIN dressieel J F pre filler RET return RA re SYMBOLS ABBREVIATIONS ITEM_ PROJECT DiscRlmioN: RESIDENTIAL RENOVATION DR detail ,IST le Thklmesa: B' RVS P rereme/site ADDRESS: 014W BLEEKER STREET ApPes.WeIghb 13 pal C channel H.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR NOTE:(2)new layers of Tryon to be added at all repair RB Tart See WP 4135 I n�'hard ASPEN,CO81611 locations.All demising wall framing is existing.Only the (Fla WP ee3,3-27-74) DIV drosion Ko. Mock out ROW bgtt otxal 1 mar HGOR HER REVIEW WHERE CALLED FOR ANYWHERE INTHESE drywall to Unit C will be repaired/replaced. South Teat NOG 23]],S1g-'m DOCUMENTS.REVIEW SHALL BE MADE BY THE ARCHITECT LEGAL DGCRIPTION: SUBDIVISION:ASPEN VILLAS UNIT:C4 DA double 1-1,m m BEFORE THE WORK IS BEGUN,AND WORK SHALL CONFORM TO </\ kir. THE REVIEWED SHOP DRAWINGS,SUBJECT TO REPLACEMENT AS PARCEL ID: 2735 123 11 007 lavatory RM mom REQUIRED FOR SAMPLES IN PARE,ABOVE BUILDING CODE ANALYSG: R 0 rough opening R-2 OCCUPANCIES ADDITIONAL REQUIREMENTS length e mRbrd OCCUPANCY: RESIDENTIAL L C light central CONSTRUCTION CLASSIFICATION- TYPEV-A,NON-SPRINKLERED INTERIOR WALLS 1 W. asuwmuer Rs sT. nibble dare - PER SECTION JAB3,EXCEPTION 2,FIRE PARTITIONS SEPARATING DWELLING UNITS MAY HAVER / LT WT 1,ght weight TYPE OF HEATING: FORGED AIR FIRE-RATING OF SF30UR WATER SOURCE CRY - PER SECTION 1020.1,CORRIDOR FIRE-RESISTANCE RATING IS 5 HOURS fun SEWER SYSTEM CT') - PER SECTION 713.4,SHAFT CONNECTING 4STORIES OR MORE ARE HOURS AND LESS THAN <i Goac low point ZONING INFO: RAW,RESIDENTIALAIULTI-FAMILY STORIES ARE,HQDR. � We19N�rerde ARCHITECTURAL SYMBOLS / - SHAFT ENCLOSURE FIRE RESISTANCE RATING IS NOT LESS THAN ASSEMBLY PENETRATED,BUT NEED NOT EXCEED 2 HR. HORIZONTAL ASSEMBLIESIL7 O - PER SECTION 711243,EXCEPTION,HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS i�� MAY HAVE A FIRE-RATINGOF 5 HOUR /���`\ PROJECT SOUND TION 1207,WALLS, NORTH ARROW WLueH GRID DESIGNATION PER SECTION 1207,WALLS,PARTITIONS,AND AND, FLOOR/CEILING ASSEMBLIES SEPERATING RETURN HANDRAIL \ / O / DWELLING UNITS SHALL HAVE AN STC OF 50,AND,FLOOR/CEILING ASSEMBLIES SHALL HAVE AN \ / _cc. IIC OF sD. PER CODE 1 1/4'TO 1 1/2' 1 1/2" RE:GRAB BAR DETAIL NORTH 1-INTERIOR WALL,DWELLING SEPARATION ASSEMBLY REQUIREMENTS S 910/ULV323 / Lii A PP OVE nAssEMeLv:GA wP 3910/uL v3z3 GRAB BAR TO REMAINA {d�_J1�2 LAYERS,SB'TYPE•X•GW BK CONTINUOUS vgnOxaLETpILREH1myNplptnNcxunaER2X4aTAGGEREDWOODaTUDONCOMMON2XfiPLATE 34"-38" 'wtu+ oRREOUIRmPOIM ® J[ZD$ / SOUND ATTENUATION INSULATION RETURN HANDRAIL 2 LAYERS,5+S TYPE 5C GW B. PER CODE ELEVATION AI BUILDING SECTION WALLSETION AN) GRAB BAR y HIM SIRE A c UL RATED DEMISING WALL ASSEMBLY / �ATIGryREIT�NEmwlryryW� INDEX �° DIRECTORY/ GRAB BAR DETAIL ELEVATION RGoI� „ IN ANE NCW Q DESIGNATION # DATE ISSUED FOR A0.0 N.T.S. A I DOD I AO.0 COVER SHEET/PROJECT INFORMATION 08.09.21 PERMIT APPLICATION TYPICAL HANDRAIL DETAILS ♦ TEST BORING ARCHITECTURAL: OWNERS B-1 IZ.0111 PERMIT RESUBMITTAL Lr_u-TLIN �� OR FROM GEORGE RAPTIS&EMILY BIBB N.T.S. w_j I ALL F.A.PLANS CONTACT:EMILY BIBB I 04.20.22 CHANGE ORDER _ DIC_gFTPO DUO ALID EXISTING/DEMO PLANS ADDRESS:814 W.BLEEKER ST,CO / Atk AI.IP PROPOSED FLOOR PLANS GEL:(805)341.3926 AZ.ID EXISTING/DEMO ELEVATIONS GA FILE NO.FC 5300 J I GENERIC I 1 HOUR 40 to 44 STC FLOOR TRmslnaxDESlrwAnax AZ.IP PROPOSED EXTERIORTG ELEVATIONS t AI.3 PROPOSED LIGHTING PLAN ARCHITECT WOOD JOISTS,GYPSUM WALLBOARD,RESILIENT CHANNELS FIRE - SOUND - \ OA wxgowlYPEDEsrwAnax ® Z GROUP ARCHITECTS \ One layer+/z"type X gypsum wallboard or gypsum veneer bees applied at right anglesto 1�, CONTACT:SETH HMIELOWSKI&JAIMAL PROCTOR resilient tuning channels 24"o c with V Type s drywall screws 12"o.c.Gypsum board g - ADDRESS:411 EAST MAIN ST.#205 end joints located mlaway between continuous channels and aaaa,ea to adaltlonal ,3 BIETIUKO DESIGNATION ASPEN,CO 81611 plecea of channels 53"long WNh screws 12"o.o.Realllent fuMng channels epplietl at I, 1 DDOR nuMeER DESICNATGx TEE: 970 925.1832 Construction ngM angles b 2 x 10 wood joists 16'o e with two 4d coated nails,1+/z'long 0.0801 _ _. ® ( J Issue Date: shank,and 7/az"heads,per joist.Wood joists supporting?nominal woodsubfloor _ FAX.(9TBJ 92$.13T1 and 1"nominal wood finish floor,ore/e"plywood finished floor with Mng edges T&Gand -'-- ---- - O Drawing Title. Wm"iMedor plywood with exterior glue subfloor perpendicular to joists with joints Fire Test: Ceiling H0:11:1 J staggered. EXISTING TO RERRI AppWeight 2 pef N-.YFIIN0IEIEFERENDE PROJECT INFORMATION File Test: UL R3501-2g,3-2364, ( NOTE: UL Design L515 ___________________ ExrwloR ELEVATpns OB NONunEs NOTE:(1)new layer of drywall on resilient channel to be added et Sound Test NGC 4010,3-21�(i WHAM DOT LItE all repair locations.All Floor/ceiling Framing is existing and to (Rev.12-23-70) remain.Only the drywall will be repaired/replaced. TIC 8 Test: 38(83 C 8 P) ;h:r:x NGC 5018,3-1768 Q DASH NC DOUBLE DDT LINE FOR PROPER'LINES BOUNDARYLINES DASHED LINE FOR HODEx LINESL(ABOVE DR HELM / / mEacuNE TOBREAKOFF Pains OF DRAWINGS p UL RATED CEILING ASSEMBLY cowry TITLLND AE A0.0 N.T.S. # DRAWING TITLE ,,,,11 A, • E� VED /\ ^ _ J ^ ^� „ \ / HEET SCALE N / i— 06/0 2022 _ _ BUILDING DEPARTMENT I DECK AREA EXISTING BELOW GRADE GROSS AREA BY ELEVATION IN SQUARE FEET(sf) 411E.MainSt.////////////////////////////////. ////////////////////////////////// EXISTING DEMOLISHED ADDED TOTAL PROPOSED111M1 ASPEN,C081611 / DECK AREA DECK AREA DECK AREA (AREA � I ) / DECK SF SF 9ID 9tS-11132 140.4 SF 20.7 SF 14 SF LESS THAN EXISTING) WALL EXPOSED WALL FLOOR AREA x EXPOSURE= % AREA WALL AREA EXPOSURE BASEMENT F,A.R. 1197 SQFT OF DECK>6' % 1197 SQFT OF DECK>6' ABOVE FINISHED GRADE EXISTING DECK TO REMAIN ABOVE FINISHED GRADE SOUTH 2390 EXPOSED WALL/TOTAL FLOOR AREA= 451.6 t1111 e e t i' EXISTING DECK j 99'-0 3 4° NORTH 2390 649 WALL AREA a r c h t e c t s 99'-0 3 4" % EXTERIOR / WEST 2010 i94 93.9/880= 0.106 451.E x 10.6%=47.9 — J U p_ �� 3-6° % EXISTING DECK TO BE REMOVEDch_ i=iW a 75QFT OF DECK 6' EAST 2010 s6 w STEP EXTERIOR % � /�//, ABOVE FINISHED GRADE TOTAL 880.0 93.9 10.6% u47.9 SF BASEMENT F.A.R o m ANEW E OLANDIINGX 14 DECK Ss 12'�+ II r. ____-____ ABOVE FINISHED GRADE �) III ce m INTERIOR 1J INTERIOR (/ /j] PROPOSED BELOW GRADE GROSS AREA BY ELEVATION IN SQUARE FEET(sf) V,///////II II Alr////// II / / WALL EXPOSED WALL FLOOR AREA x EXPOSURE= AREA WALL AREA EXPOSURE BASEMENT F.A.R. i PROPOSED DECI( PLAN 2 EXISTING/DEMO DECI( PLAN WINDOW WELL FAR REQ'S NORTH 239 WA SOUTH 2390 WAL/TD LL/TOTAL FLOOR AREA= 451.6 .: A _ PER PUD AMENDMENT 0051.2011.ASLU,EACH UNIT IS ALLOWED AI.B I/4"= I'-0" AI.B I/4"= I'-0" A TOTAL OF 43.2 SF OF VERTICAL EXPOSURE FOR WINDOW WEST 201 o zz67 a 99.7/880WALLARE= 0.113 451.6 x 11.3%=51.0. WELLS. MINIMUM EXPOSURE IS 14.4 SF. EXPOSURE MAY BE COMBINED BUT MAY NOT EXCEED 43.2 SF. EAST 2010 96 TOTAL OF WINDOW WELL EXPOSURE, LESS THE FILLED IN AREA,PLUS PROPOSED EXPOSURE IS APPROXIMATELY 38,8 SF TOTAL 880.0 99.7 11.3% 51,0 SF BASEMENT F.A.R A 98 SF OF EXISTING ADDITIONAL 12 5 SF OF WINDOW WELL EXPOSURE A WINDOW TO BE ADDED_ WINDOW WELL TO BE EXPANDED TO 144 SF ADDITIONAL 10 SF OF ABOVE GRADE AREA(TYP) EXPOSED NORTH BASEMENT Am. WINDOW TO BE FILLED IN EXPOSED NORTH BASEMENT FINISHED GRADE WALL AREA 551 SF I �� FINISHED GRADE FlNISHED GRADE WAL'ARE S=649 SF FlNISHED GR I I # , I I 'x , # } :.-- i a T SLAB BASEMENT(TYP) { j,. .r > • I BELOW GRADE AREA(TYP) I L'-.__J —J r r L--_I S - NORTH BASEMENT WALL AREA 2190 SF 6 3 ,i NORTH BASEMLNT WALLARE/t '!0 SF ;' r 3 + ;l: ti `Y,. S . .. .�.., .. x.v..::.•. ... ,...._ ;.., .. .:~ T SLAB BASEMENT(TYP) rt lill EXPOSED WEST BASEMENT ADDITIONAL 295E TO BE ADDED NORTH WALL z NORTH WALL WALL AREA=2235F FOR EGRESS('445F TOTAL WINDOW WELL,EXPOSURE EXPOSED EAST BASEMENT r EXPOSED EAST BASEMENT EXPOSED WEST BASEMENT WALL AREA=965F / WALLAREA=985F I WALLAREA=1945F I rr,Y. Y �.. , i > S ors... >`•a t ,y r r /, LI LOWER LEVEL-45165 UARE FEET NE LOWER LEVEL-45165 UARE FEET NE Q Qi /: ..0 .r...1 . �. �• w/:tW€t.:0,$ -AabSF� • :7 Nt >V wEsTBASEMENr wnu AREti islasF`• +°t' ,`nTi� —`zo•'ti E'MEIiTF1NALL AREA .t .. ._ XVA'• -..,.'?pJ s SG" ;.€R5. r hN7.ititaL t t + .z, � /// E7 v , r / I . _ Or 7 / /// // is ��••. RDS 1 II // / it.r /.•;+ r 3� • •vP"t• / �� r''. r r / 'ti / r �`4 y.f. r / r / _ r y�. 3s r i ::l:::rig% I• I ......: :': i,'r •`i r / o / j�' .t- r ;y;� , : . M t.... r . ..,.. .:-�. .,• ..... .. :.:..:...: ...:. ... ... .^ //� DATE ISSUED FOR �`���.f������� - ����a��� ;. ... i .... 08.09.21 PERMIT APPLICATION : . '•'.: ;;•..':.,.; ,:: � ':..,. �:.. q.: ..t,:?;. 12.01.21 PERMIT RESUBMITTAL_ WEST WALL I FLOOR PLAN EASTWALL WEST WALL FLOOR PLAN EASTWALL 02.23.22 WINDOW WELUFAR I 04.20.22 CHANGE ORDER ;j3 ,ej. i `(o _ •lv :.. ..'off...•• A` :'>',. ConslrucAon '. .l'.... .�i • ..': `i' 'S r.... ksue dale: '�1II'K.0 4iXA. 4TAA=29916.9E ~•t SOUTH BASEMENT WALL AREA 2390SF ro-} f-r e .,:�•: f.A.R. PLANS t is}j'- �)•,. I SOUTH WALL r SOUTH WALL \ NORTH 3 PROPOSED CHANGES TO LOWER LEVEL WALLS 4 EXISTING LOWER LEVEL WALLSA I .0 AI.O 1/4"= 1'-0" ALB I/4"= ,'-0" VED 06/0 2022 /A. N BUILDING DEPARTMENT pI AS ' 411PEN.ECo.Main8161 St1 poI (970)92S-1832 GROUP a r c h i t acts Vf J 3 E � W °* a 0— 0 Y 4 DEMOLITION PLAN KEYED NOTES: DEMOLITION PLAN LEGEND: DEMOLITION GENERAL NOTES: 3 O ----- 1. RETAIN&PROTECT ALL WINDOWS UN0. 1 1 v REMOVE EXISTING WINDOWS&DOORS,COORD.w/PLANS WALL TO BE DEMOLISHED 2 RETAIN PROTECT ALL BALCONIES,RAILINGS&GUARDRAILS U.NO. m IXISTG WALL TO REMAIN O 3. RETAIN&PROTECT ALL AREAS INDICATED TO REMAIN OR NOT NOTED 2 WALLS TO BE DEMOLISHED,COORD.w/PLANS IN DEMO DRAWINGS. � P 4. EXISTING FINISHES(EXTERIOR&INTERIOR),PLUMBING FIXTURES, OREMOVE EXISTING FLOORING ill EXISTING DOOR TO BE REMOVED APPLIANCES 8 CABINETRY TO BE REMOVED UN 0. / 5. CONTRACTOR TO CONFIRM THAT EXISTING SUBSTRATE IS IN GOOD L/ O REMOVE EXISTING PLUMBING FIXTURES CONDITION&REPLACE LOCATIONS OF DAMAGED OR COMPROMISED MATERIALS. i 6. COORDINATE DEMO OF MECHANICAL,PLUMBING,ELECTRICAL,& O REMOVE CABINETS,COUNTERTOPS&APPLIANCES,COORD.w/PLANS C`i EXISTING LIGHT TO BE REMOVED STRUCTURAL ELEMENTS w/NEW DRAWINGS BEFORE REMOVAL. O EXISTING CEILING TO REMAIN U.N 0. 119 75QFT OF DECK>6° EXISTING DECK TO REMAIN ABOVE FINISHED GRADE $99'-0 3/4° EXISTING DECK TO BE REMOVED 207 SOFT OF DECK>6° ABOVE FINISHED GRADE r too'o°/lll//J A' II II E2asT1NcwlNDow =__ =___ 1 Ann AM. WELL LOCATIONS,TYP Oj EXISTING WINDOW A WELL LOCATIONS,TYP_ NEW EGRESS WINDOW QIII DINING CUT INTO CONCRETE 1 t 0 ■ICI %///At1=I MASTER BEDROOM ----1 (-----:\1 I 1 2 (;--�\ EXISTING NDOW TOW II ° EXISTING ADDITION n Q REMOVE&PATCH CAN U =, 4 ��\ 4 L LIGHT ABOVE EXISTING DRYWALL AND ANY , A /- SOUND ATTENUATION f,-=- -= MATERIALS TO BE REMOVED BEDROOM 011fl-� --- LIVING ROOM AT DEMISING WALL AND I III \ • REPLACED PER AIIP II I `j 1 I— - I 8 r III App OVE 0 CLOSET I SINK E-- II I IT Tr-II — % RDS t I STAIRS p!!1 L JL;RANGE _— T BELOW- I r L �� 7II —_ -/\ LLyJ O / °� I KITCHEN 6 I�l T — 1II 1 I STAIRS BELOW CLOSET e� OTI- (1 MECHANICAL o� O — 11 _ J ROOM ✓ # DATE ISSUED FOR ---_0 BEDROOM FRIDGE LAUNDRY P 1,x\ oa.o9.21 PERMIT APPLICATION — 12.01.21 PERMIT RESUBMITTAL II—II ---� — } - - — I 04.20.22 CHANGE ORDER EXISTING MECHANICAL EXISTING MECHANICAL / CHASE TO REMAIN CHASE TO REMAIN MAIN LEVEL=5008 SQUARE FEET(NET) LOWER LEVEL=4516 SQUARE FEET(NET) III U II UPPER LEVEL=5497 SQUARE FEET(NET) construoeon issue Date: 1 EXISTING/DEMOLITION UPPER LEVEL 2 EXISTING/DEMOLITION MAIN LEVEL 3 EXISTING/DEMOLITION LOWER LEVEL Drawn°Tole ALID I/4"= I'-o" ALID I/4"= I'-o" ALID 1/4°= r-o° EXISTING/DEMO PLANS NORTH A l • IRD V E D 06/0 2022 0—/AF N BUILDING DEPARTMENT A41 PEN.ECO MainBI61 StI . I l AS PLAN LEGEND: PLAN GENERAL NOTES: prim (970)92S-I832 NEW STUD FRAMED WALL' 1. IN THE EVENT OF DIMENSIONAL OR IXISTI NG CONDITIONS DISCREPANCY, GROUP Li CONTACT ARCHITECT AT(970)925-1832. GROUP 2 CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS&DIMENSIONS PRIOR TO a r chit e c t s ii /////// EXISTING WALL CONSTRUCTION&PLACE EGRESS WINDOWS TO MEET ALL APPLICABLE CODES. 3 ALL DOOR&WINDOW DIMENSIONS ARE TO CENTERLINE,UNO.CONTRACTOR TO VERIFY SIZES,NUMBERS&LOCATIONS PRIOR TO ORDERING&INSTALLING . VIJ U LU g <. CONCRETE WALL 4. ALL DIMENSIONS ARE TO ROUGH FRAMING U N 0. i= LLJ aj 0 ———— DEMISING WALL 5 ALL INTERIOR DEMISING WALLS TO HAVE SOUND BATT INSULATION. cL Q w < 6. PROVIDE TEMPORARY BARRICADES&OTHER FORMS OF PROTECTION AS Y i REQUIRED TO PROTECT OWNERS'PERSONAL PROPERTY&GENERAL PUBLIC FROM O Jw ¢� • WALLS SHALL HAVE SB'DRYWALL INJURY DUE TO SELECTIVE DEMOLITION. m II EACH FACE WHERE REQ'D PER CODE 7 COVER&PROTECT ALL EQUIPMENT,FIXTURES&PROPERTY TO REMAIN DURING ALL PHASES OF CONSTRUCTION. LLJ - g, 13, CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING g= m z CONSTRUCTION. s PLAN KEYED NOTES: 14. INSULATION FOR THE ENTIRE BUILDING ENVELOPE SHALL MEET IBC AND LOCAL NEW 6"PENETRATION FOR BUILDING AND ENERGY CODES. NEW HOOD VENT O 15. ALL ROOF&WALL PENETRATIONS MUST BE CLUSTERED TOGETHER IN THE LEAST 1 EXISTING CSTAIR TO ONCRETE ALLOBSTRUCTIVE LLPELOCATION AND CONTRACTOR CLUSTERED IN THE O EXISTING CONCRETE WALL PRIOR TO INSTALLATION ♦ 16. CONTRACTOR TO COORDINATE FRAMING OPENINGS,FLASHING&INSTALLATION 3 VENT HOOD NOT TO EXCEED 44XICFM UNLESS REQUIREMENTS w/WINDOW MANUFACTURER,ARCHITECT&ENGINEER PRIOR TO NEW4"DRYER VENT MAKEUP AIR IS PROVIDED_REF RANGE REQ'S ORDERINGFLOR ET SH 17. POPS.FLOOR LI ELEVATION SHOWN ARE FINISHED FLS ELEVATIONS SEEFINISH AND CONFIRM THAT HOOD PROVIDES ADEQUATE PLANS,ASSEMBLIES&STRUCTURAL PLANS FOR FINISHED FLOOR CONSTRUCTION VENTILATION SO THAT ROUGH FRAMING&CONCRETE FLOORS ARE AT PROPER ELEVATIONS. 18. COORDINATE ALL BLOCKING NECESSARY w/INTERIOR ELEVATIONS. 44 EXISTING MECHANICAL CHASE TO REMAIN 19. ALL SUB CONTRACTORS ARE TO COORDINATE LOCATIONS OF BLOCKING WI GENERAL CONTRACTOR. 20. ALL MECHANICAL DUCTWORK&ALL PLUMBING SHALL OCCUR WITHIN FLOOR CAVITIES&WALL CAVITIES.NO ADDITIONAL DROPPED SOFFITS WILL BE ACCEPTED. i ROOF PLAN AI.IP 1/4"= 1'0° //////////////////////// a v 5'-0" 6'-3" 11-212" 11'-11" 11'312" 27-51/4" / // // / ) / J. f v. EXISTING DECK — —l7-Oj _ .� °EQ �8=EQ — A / / / HEAVY TIMBER WINDOW EXISTING WINDOW WELL OPERABLE GRATE PANEL WELL WALLS 3'6" NEW PICTURE STEP�/ / WINDOWI PROPOSED WINDOW WELL TO EXTEND NEW 3'-0'x3-P WINDOW 36"MIN FROM FACE OF BUILDING_REQ'D LADDER AND ALUMINUM GRATE PER �3'-0"� DU MIN STING PIER 2015 IBC SECTION 1030.5 _ ♦ %�I Ii� �/. ♦ ♦ NEW LANDINEI DECK //// 17///�/ WELL REQ'D LADDER AND r '�I/� BATH VENTS REQ'D_ APPROX.14 SQFT>6' 0 tlir ALUMINUM GRATE PER WALL ABOVEEo CONNECT TO EXISTING '-03/8" 3-4" EXISTING EGRESS WINDOW © ABOVE FINISHED GRADE�� I • • • // 2015IBC SECTION 10305 IXISTING PIER o DUCTWORK / / i 1'bi/7 MEETS OR EXCEEDS IBC RE STRUCTURAL w IN TIVE GRATE PANEL DAMP PROOF AND ri RE_Al 3 FOR FAN LOCATIONS PROPO6ED 20151030.2 REQUIREMENTS < ® j / BACK FILL RE A/1 1 P F' /// // /'///,II WIND(N// ////////If �'////// I�I I�I_ 'I ©� I -" ♦ IF ♦ i? ♦ I�I�--� i- 11I�I �( J MASTER BEDROOM r. I • BEAM m ABOVE • • • j 1 FILL IN EXISTING OPENINGS m % MASTER % NEW EGRESS WINDOW PER STRUCTURAL ENGINEER, / - LIVING ROOM HNISHTOMATCH 4 �rO BATH 4 PER 10U{f % c' / BATH _ O q / STUDY S i i 3-103B" 6'-0" z-r 3-0" 73" 3-0" z-0" i BEDROOM NEW 20' i i //C///d / / / / / / ♦ NEW ® 3T ORINUTE RATED \ seer. 1 = DOOR TO HAVE100Sa i ��/��� 1I SINK,'w RANGE// ♦ NEwz6 DRYER VENT PER MEP j IN.OF VENTILATED BEAM / NEW HOOD VENT VENTILATION SHALL ABOVE ° I �� POCKET ® — ', PP OVE NEW i CLOSET 4 `/1 ABovE AREA,MIN �♦ COMPLY WITH 20151MC 504 / �w iii LINEN / , A� �' �S' CLOSET �) / GL/L/L///!11// STARS DOWN ///////////////// L _—— % MECHANICAL NEW 46x3s"SHowE 1; BELOW NEW HOOD VENT 1 i ROOM TILED PER zo15IPc I/ Z i� ITI CHASE / � • / SECTION 417.4_1_ / (CEILING HEIGHTENo'I �Pz DOOR 27 WIDE MIN . • DEMISING WALL NEW 24' I�j� �j/ STAIRS _STAIRS BUILT-INII a TOBEREPAIRED % `m POCKET—i�Fw��� ,:.7_ DEMISING WALL,TYP_ r/ DEMISING WA L,TYP * DOOR I% ��LosET % BELOW cw6-0PER LAssEMeLY A j O BEDROOM // i FRIDGE O DATE ISSUED FOR 4 4 CA,� 1 � 08.09.21 PERMIT APPLICATION 14 �/ O i ` — T ' 12.01.21 PERMIT RESUBMITTAL ` .//////////// .///// ` ®®AY/. ,/////////AI` Ir ..- - - — EXISTINGEGRESSWINDOW , MEETS OR EXCEEDS IBC EXISTING ELECTRIC PANEL O TAN OR BASEFROM I 04.2012 CHANGE ORDER 4 20151030.2 REQUIREMENTS _ — �♦ /II--11 i%A Ir///////////////, ♦ 6''11 78" /- Ilk NIP c°nso-uct°n Issue Date: 3'-01 B" 6-0" 1-8" 11'-3 5B" 3'-10 3/8" 6'-0" 7-0" 10'-9 1/8" 3'-77/8" 5'-6 3/8" 4'6" 3'-7 3/8" 4'-0" Dramas Tme: ��� PROPOSED FLOOR PLANS 2 PROPOSED UPPER LEVEL 3 PROPOSED MAIN LEVEL 4 PROPOSED LOWER LEVEL AI.IP 1/4'r= 1'-0'r AI.IP 1/4'r= 1'-0'r AI.IP 1/4°= I'-0° NORTH A I • IR1VED 06/0 2022 N BUILDING DEPARTMENT I Al' 41 I E.Main St. l ASPEN.CO 8161 FIFA (978)92S-1832 11111 GROUP architects DEMOIJTION AREA RATIO IN PERCENT WALL DEMO AREA(SF)AREA(SF) 1./1 J z J` — � 1 1 w ji SOUTH 5730 Lk C _ I�=� sHL► ,. NORTH 57ao 8 0 e. z, WEST 3a3o 8 w 2 a 3 EAST %6 m i * +,t,, I44..v. "t _ _ a -:" TOTAL 1545.E 16 '�-� c�r �' ..y Ratio of gross Wall `� ,A.--,,...4:-. ,,,� area to demolished ,,,,,?Y4 WT _ ? 3� "ti area(in Percent) 1iy ' a gat ,- v is f MS t x�C t �--1 z I > K a --4/'''llikkli,W CiCr''';..5.is, ,v vs ' Y y ai I eb f . # R OF ADJACENTMODIFIEDWINDOW UNIT WELL EXISTING WINDOW WELL EXTERIOR OF UNIT SITE PHOTOS EXISTING STUCCO TO IXISTING STUCCO TO EXISTING STUCCO TO REMAIN,TYP REMAIN,IYP_ REMAIN,IYP_ WALL AREA OF PROPOSED WINDOW TO BE REMOVED=8sf ZA I ADJACENT ADJACENT UNIT EXISTING SITE WALL UNIT DOOR TO BE REMOVED AND TO BE WINDOW TO BE REMOVED AND REPLACED WITH WINDOW REPLACED WITH A DOOR 106'-M" ----TF---�� A PP OVE I DEMO FOR NEW DOOR I APPROXIMATELY Usf—Nkr RDS• IXISTING ADDITION STRUCTURE EXISTING DECK TO BE \ -\ REMOVED�� —��---J T �` I II # DATE ISSUED FOR EXISTING ADDITION %�///���j Q }� EXISTBASEMEN7I N6/ W9EHUEDINI___JI 04.WINW-TO BE FILLED IN / ——/ INGTOv plippOSED BASEMENT � PROPOSED BASEMENT EGRESS WINDOW SILL HEIGHT EGRESS WINDOWSILL HEIGHT,REQUIRES AN ADDITION OF 3 SF TO EXPOSED BUILDING .: TINS ADDITION .i •i AREA FOR LIFE SAFETY OBLIGATIONS PROPOSED EGRESS WIND STRUCTURE �� J L --,� _ EAST ELEVATION 2 SOUTH ELEVATION 3 NORTH ELEVATION a WEST ELEVATION oaw�"g T¢ie: A2.ID 1/4"= 1'-0" A2.ID I/4"= IA" A2.ID I/4"= I'-o" A2.ID u4"= 1-0" EXISTING/DEMO ELEVATIONS NORTH A2 . , ,, VED 06/0 2022 /a N BUILDING DEPARTMENT .Main .r. 'Ai ASPEN,41E CO BI°ISt I FA! (970)92S-I832 2'"UNs ITWIgTH A WINDOW NOTES: ELEVATION NOTES: 11. G]{p[JP Q A-10'UNIT WIDTH -ii'OPENIN 'd'UNIT WIDTH a r c h t e c t s 1. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS DISCREPANCY, 1F-D WWI 1. WINDOW MFR.ND. CONTACT ARCHITECT AT(HID)925-1832 SAFETY GLAZING PER CODE 2 WINDOWS SHOWN FROM EXTERIOR.SEE PLANS AND ELEVATIONS FOR A LOCATIONS UNIT SIZE AS INDICATED 2 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING %." J V Z / \ �i_ 3. U.NO.,WINDOW STYLE,MULLION PATTERN AND MANUFACTURER TO BE CONSTRUCTION. - 1 L 1 u w z / \ DETERMINED ANDSELECTED BYOWNER. 3. WINDOW MANUFAC NUR TO COORDINATE STRUCTURE,FLASHING8 w 4 I I INSTALLATION REQUIREMENTS w/ARCHITECT 8 ENGINEER PRIOR TO Q .1 EGRESS WINDOW CLEAR 4. V.I.F.ROUGH OPENINGS,WALL THICKNESS,JAMB DEPTH,MULLION LOCATION AND // \\ ORDERING 8 INSTALLATION. !� FINISH CONDITIONS PRIOR TO WINDOW FABRICATIONOJ � OPENING HEIGHT NO < 4. CONTRACTOR TO FIELD VERIFY ALL SITE,EXISTING CONDITIONS& GREATER THAN 3'-8 AFF / \ w5. VERIFY HARDWARE QUALITY,TYPE,FINISH,&OPERFOLL WITH OWNERDIMENSIONS PRIOR TO CONSTRUCTION = m / \ 6. WHERE IRA LE WINDOWSN TO RECEIVDE TOGETHER,FOLLOW MFR.REQ. 5. ALL DOOR&WINDOW DIMENSIONS ARE TO CENTERLINE,U N O. 1 1 -- 7. ALL OPERABLE TO RECEIVE SCREEN. w SAFETY GLAZING PER CODE CONTRACTOR TO VERIFY SIZES,NUMBERS 8 LOCATIONS PRIOR TO m J 8. UNLESS OTHERWISE NOTED,ADJUST HEAD HEIGHT SO THAT FINISHED TRIM ORDERING&INSTALLING-SEE WINDOW TYPES. FFLOWERLEVEL 'r�i FF M4INLEVEL FF UPPER LEVEL 9. WINDOWMATCHESUFACTOR ISITNG TO BE8,GLASS TO BE LOW-E,SHGC TO BE 45. W TRIM 6. PROVIDE TEMPORARY BARRICADES&OTHER FORMS OF PROTECTION AS 10. INSTALL AND FLASH PER MFR REQ.,SEAL PER LOCALLY ADOPTED CODE REQUIRED TO PROTECT OWNERS'PERSONAL PROPERTY&GENERAL PUBLIC 11. GC/WINDOW MFR.TO DETERMINENERIFY SAFETY GLAZING TYPE AND FROM INJURY DUE TO SELECTIVE DEMOLITION. OBASEMENT EGRESS WINDOW-TYP.OF(21 O DINING ROOM WINDOW C-----) EXTERIOR DOOR O BATHROOM WNDOW CODE-REQUIRED LOCATION,PRIOR TO ORDERING AND INSTALLATION. 7. COVER 8 PROTECT ALL EQUIPMENT,FIXTURES 8 PROPERTY TO REMAIN DURING 104SF 71 SF 07SF 12. SEE ELEVATIONS FOR WINDOW OPENING DIRECTION. ALL PHASES OF CONSTRUCTION. 13. PROVIDE REVIEW SUBMITTAL FOR WINDOWS&HARDWARE. 14. ALL RESIDENTIAL BEDROOMS MUST HAVE EGRESS WINDOW PER CODE. DOOR NOTES: 15. WINDOWS TO HAVE TEMPERED GLASS WHERE REQUIRED BY CODE. 16. ALL FACTORY ASSEMBLED WNDOWS TO RETAIN FACTORY APPLIED NFRC 1. U.NO.,DOOR MANUFACTURER TO BE DETERMINED. CERTIFICATION UNTIL FINAL INSPECTION 2 VERIFY WITH ARCHITECT ADDITIONAL DOOR,FRAME,AND HARDWARE NOTE:INSTALL AND HANDLE IN ALL RESPECTS ALL PRODUCTS,MATERIALS,8 FINISHES INFORMATION A WINDOW & EXTERIOR DOOR DETAILS PER MFR REQ AND INDUSTRY STANDARDS,TO INCLUDE BUT NOT LIMITED TO 3 SEE PLANS FOR LOCATIONS AND HAND AND SIZES FASTENING METHOD,FLASHING,WATERPROOFING,PREPARATION,SUBSTRATE, 4. UNO.,STYLE AND MANUFACTURER TO BE DETERMINED AND SELECTED BY A2.I P 1/4"= 1'-0" SEALING,PROTECTION,ETC ENSURE SOLID,FLUSH,DRY SUBSTRATES AS REC BY ARCHITECT PRODUCT MFR.AND INDUSTRY STANDARD. 5 V.I.F.ROUGH OPENINGS,WALL THICKNESS,JAMB DEPTH,AND FINISH CONDITIONS PRIOR TO DOOR FABRICATION. 6. VERIFY HARDWARE QUALITY,TYPE,FINISH,8 OPERATION WITH OWNER. 7. GC/WINDOW MFR.TO DETERMINENERIFY SAFETY GLAZING TYPE AND CODE-REQUIRED LOCATION,PRIOR TO ORDERING AND INSTALLATION. 8 ALL EXTERIOR DOORS TO HAVE WEATHERSTRIPPING. 9 WALLS PERPENDICULAR TO SWING OF DOOR TO RECEIVE DOOR STOP. 10. ALL WOOD DOORS TO BE STAIN GRADE,STAIN ND. 11. VERIFY WITH MECHANICAL FOR DOORS WITH RETURN AIR MECHANISM OR SIM. 12. U.N0.OTHERWISE,ALL EXTERIOR DOORS AND DOORS SEPARATING CONDITIONED FROM UNCONDITIONED SPACE TO HAVE A U-VALUE OF 0 35. NOTE:INSTALL AND HANDLE IN ALL RESPECTS ALL PRODUCTS,MATERIALS,8 FINISHES PER MFR.REQ.AND INDUSTRY STANDARDS,TO INCLUDE BUT NOT LIMITED TO: FASTENING METHOD,FLASHING,WATERPROOFING,PREPARATION,SUBSTRATE, SEALING,PROTECTION,ETC.ENSURE SOLID,FLUSH,DRY SUBSTRATES AS REC.BY PRODUCT MFR.AND INDUSTRY STANDARD. ■ EXISTING STUCCO TO EXISTING STUCCO TO EXISTING STUCCO TO REMAIN,TYP � REMAIN,TYP � REMAIN,TYP 3.-4 / / L'<l)`,1 v A PROPOSED WNDOW U-28 MAX, REQUIRES NEW HEADER ADJACENT ADJACENT UNIT UNIT PROPOSED WNDOWS U-28 MAX. USE EXISTING DOOR RO_NO STRUCTURAL CHANGES PROPOSED DOOR U_28 MAX_REQUIRES ZA" 6'-10' CHANGE IN HEADER / / • 107G 10Ckfr /^\ 1 + A PP OVE / \ / Z' O / RDS / �2 0 } _ ,o FINISH 4ED GRADE �' • / - EXISTING DECK TO <\ I NISHEocRAocRADE �` r --r� I--! ` # DATE ISSUED FOR F .1 I PROPOSED 08.09.21 PERMIT APPLICATION I A LANDING DECK 3 I 0 I 12.01.21 PERMIT RESUBMITTAL I 8 S AND STEP S :1 EXISTING WALL AREA=194 SF EXISTING WINDOW SILL HEIGHT & PROPOSED LANDING &N I 04.20.22 CHANGE ORDER y 21_A: . 1 I L--_ 1 DECK AND STEP 1 EXISTING BASEMENTI WINDOW TO BE REMOVED L--J-- PROPOSED BASEMENT EXISTING SITE WALL ----- --PROPOSED BASEMENT AND FILLED IN I EGRESS WINDOWSILL HEIGHT I EGRESS WNDOW SILL HEIGHT g I APPROX_BASEMENT OUTLINE-.4 g I M I EXISTING BASEMENT 'ry I L WNDOWL BASEMENT FINISHEDD ,� J c"nso-ud"n issue Date: 1 EAST ELEVATION 2 SOUTH ELEVATION 3 NORTH ELEVATION 4 WEST ELEVATION DraWmT'"e A2.IP I/4"= 1'41" A2.IP 1/4"= 1'4" A2.IP 1/4"= I'4" A2.IP 1/4"= 1.-B" PROPOSED EXTERIOR ELEVATIONS A2 . IR5VED 02022 N BUILDING DEPARTMENT roprA'i ASPEI{411 E.Co Main01611 St. ll (970)92S-1032 GROUP a r c h i t e c t s R.C.P. SYMBOLS: 1. LJJ o_ 0 SURFACE MOUNTED FIXTURE g 0 Ct W Q Q Q Y ® DOWNLIGHT ACCENT I 1 , 1 W m ® RECESSED FIXTURE 0 RECESSED FIXTURE-WET LOCATION/CLOSET d- 0 3 DIRECTIONAL WALL WASHER FC WALL SCONCE 4- PENDANT x EXISTING LIGHT O SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR E BATHROOM FAN/VENT/HEAT LAMP SWITCH 3 THREE WAY SWITCH SD DIMMER SWITCH LIGHTING NOTES: 1. 75%OF ALL FIXTURES SHALL HAVE LED BULBS 2. FIXTURES MUST COMPLY WITH REQUIRED 1 HOUR FIRE RATINGS FOR FLOORS AND WALLS 3. THERE WILL BE NO ADDITIONAL LIGHTING ON THE EXTERIOR OF THE BUILDING 4. CLOSET FIXTURES TO BE LED OR CFL AND MUST COMPLY WITH NEC REQUIREMENTS 4.1. RECESSED LIGHTS MUST BE 6"MIN ABOVE ANY STORED ITEMS 4.2. SURFACE MOUNTED PUCK LIGHTS MUST BE 12"MIN ABOVE ANY STORED ITEMS AND MAY ONLY BE INSTALLED IN THE CEILING OR ON THE WALL ABOVE THE DOOR 'I-1 II II _ II • (II/ 8 -, [AllMASTER BEDROOM ° ° �' DINING \ .I_I 1 1. II ►,_`7-_ _ — — H BEDROOM STUDY I MAST ' ��� • BATH I LIVING ROOM D70 a—)0 ( !� ElE._ seal: • �] ,.,. � �� / ; O /lEi lik _____, __ . Millri"iil SHOWER O CLOSET NK RANGE - E APP OVE 0> T 5MOH- =EMI" i I �,\1� ,Gp \ \� I`"(C�J I _■ �� mil_ SWITCH—� � � I p C• i IS STTwRs LACING =STAIR LIGHT BUILT-IN \ / = -� MECHANICAL _- ddV771 # DATE ISSUED FOR LIGHT BELOW I_ 1 ROOM 08.09.21 PERMIT APPLICATION BEDR0 OOM FRIDGE �� ILi • 12.01.21 PERMIT RESUBMITTAL JL ImI• ll i=I_I=I Construction Issue Date: DroWing Title: I PROPOSED UPPER LEVEL 2 PROPOSED MAIN LEVEL 3 PROPOSED LOWER LEVEL PROPOSED LIGHTING PLAN AI.3 1/4"= I'-0" AI.3 1/4"= I'-0" AI.3 1/4"= I'-0" Sheet„ NORTH A I 3 • ropyrignt 2010 ,Group Arefitects